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HomeMy WebLinkAbout2006 - (#27) Corridor Improvements Phase 3 West of 510 to Roseland Rd• �L D SHEET No. SHEET DECCRIPTION 1. COVER SHEET 2. GENERAL NOTES 3--4, SUMMARY OF PAY ITEMS 5. SUMMARY OF QUANTITIES 6A-'-1 SUMMARY OF DRAINAGE QUANTITIES 7, DRAINAGE MAPS 8. TYPICAL CROSS-SECTION 9A. NOT USED 98-9F. HORIZONTAL GEOMETRY PLANS 10- 1 1. NOT USED 12--20. PLAN & PROFILE 21. NOT USED 22. INTERSECTION DETAILS 23--24. NOT USED 25-27. POND DETAILS 28A-28& ROADWAY SOIL BORINGS 29. POND SOIL BORINGS 30. MITIGATION VICINITY MAP 31. MITIGATION WETLAND IMPACTS 32-41. NOT USED 42-- 75. CROSS SECTION 76--80. TRAFFIC CONTROL PLANS 81. EROSION CONTROL DETAILS 82--89. DRAINAGE DETAILS 131 --012 BRIDGE PLANS L 1 ---L4 LANDSCAPE PLANS S 1-'--S2. NOT USED S3-S6. PAVEMENT MARKING & SIGNING PLANS S 7. SI GNAGE DETAILS S8, GUARDRAIL AND HANDRAIL DETAILS U 1 -- U2. NOT USED U3-- U 1 1. UTILITY ADJUSTMENT PLANS U 12. POTABLE WATER DETAILS U 13. SANITARY SEWER DETAILS F. D. O. T. INDEX LISTING (BOOKLET DATED JANUARY 1994) INDEX NO. INDEX NO. INDEX NO. 102 272 506 103 273 515 104 281 516 200 282 517 211 283 520 230 300 525 231 304 700 232 400 17,344 250 401 17346 251 452 17352 266 505 17358 Call 48 hours before you dig in Florida It's the Will 1-800-432-4770 Sunshine State One Call of Florida, Inc. LOCATION OF U71UTIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. Air or Co Ro 5 1 C 0 U1VTY PL ORIDA to Rose] d Ro d) PHA SE 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A nAxcE ss MST LOCATIO-N.MAP o� North (NOT TO SCALE) �cl 113 II 95 I I L IMENIIIJNINII B ft w Z w Z o o 0 0 94 9LEE HE o 0 0 0 O n� M 4 O s 93 LAC 51 \NE 9 STR ��,n�nnnnn 00 rA PENSACOLA OSWEGO AVER ' � r 1 SEBASTIAN HIGHLANDS , s� DOLPHIN AVE. 111►►���"�" p CROSS CREEK � 2 � AVE. �GN ` CIRCLE h!►' f� p JAMAICA AVE. TARPON AVE, JAMAICA AVE. U S o o RM A AVE. 'i BERMUDA A Z w N �a Q�.{ �11 RI IERA AVE. v D IVE o jn � MIN of (A Le) N N ofQ 0AD W W 14 14 15 r, CO AV o� w w e ®®� �= EA Am Lo .(VE ® /R y a ^tea DEVON AVE p�yp� prc w_ ARI 0� SEBASDAN LAKE Fj/Ay 3 5 L� CLAIRE AV m OAK piEEk RIDOE END PROJECT STA. =343+50. OO A FERN o)_ o< BEGIN PROJECT Q m GRANDUER AVE STA. _25 7+24.38 �' w W i l' w TULIP DRI ePoVM OAKS i 03 EL A Li END BRIDGE STA. =297+26.65 LT Y �; STA. =297+04.01 (RT) I Z _ J O SEBASTIAN R ND S AV J ,w �4-1, w � GREENBRIER AVE n I GULFSTREAM O N AVE i � 0 o m N C -j Q J 0 MAJESTIC AVE 7ROShL o � COUNTY ROAD 512 <� BEGIN RIDGE STA. = 140+86.22 BK EQ STA. =294 84.32 LT STA. = 257+24.38 AHD STA. =294 61.68 (RT) 21 22 AKH 222 GVE- "' 0 LZ-1 23 < 28 2� S A ES 27 Zs LENGTH OF PROJECT DESCRIPTION COUNTY ROAD 512 LINEAR FT. MILES ROADWAY 8,383.29 1.58 BRIDGES 242.33 0.05 NET LENGTH OF PROJECT 8,625.62 1.63 EXCEPTIONS O 0 GROSS LENGHT OF PROJECT 8,625.62 1 1.63 REVISIONS NOI DATE I DESCRIPTION _T DR/APP w LU WEETBAY AVE _i wt ST1 REAMLET AVE TARFLOWER AVE w 4�IRKE AVE 3ANCISCAN AVE n m p, MANGE 38 JET PANAMA CITY JACKSONVILLE naw OCALA DAYTONA &EACH MERRITT ISLAND ORLA 00 MELBOURNE CL.EARWATER TA MPA SEBASTIAN VERO BEACH FT. PIERCE LOCATION OF PROJECT i 1 F!'. MYERS KEY WEST PALM BEACH A41AMI ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE B UCED IN SIZE BY REPRODUCTION. NIS MU BE CONSIDERED WHEN 0 WING SCA ED INFORMATION. �D PLA EE O ECORD M '`+ MAS TELLER & MOLER, INC. M N CONSULTING ENGINEERS N CERTIFIGA i t: AUTHORIZATION NUMBER 4204 16515 27th Street, Ste. 2 vary _Beach, FL 32960 Ph. C772 567-5300 rox 794-1106 JAN 2 6 2006 STEPHEN E. MOLER, P.E., FL#33193 (c-j 2005, MASTELLER & MOLER, INC. INDIAN RIVER COUNTY, PROJECT MANAGER: CHRISTOPHER J. KAFER, JR. , P.E. DWG# 9649TITL.--1m,.i I ie�I�A SITE LAYOUT LEGEND DRAINAGE LEGEND UTILITIES LEGEND SECTION LETTERA . SHEET 5 OF 18 WHERE SECTION /S SHOWN DESCRIPTION EXISTING PROPOSED PLUG, BLOW --OFF c3c TERMINAL SHEET 2 OF 18 WHERE SECTION IS TAKEN DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED CONCRE-TE THRUST BLOCK --_____________.� BLOCK NUMBER BENCH MARK ®- REDUCER ----------------' BUILDING OR STRUCTURE CONCRETE FLUME FIRE HYDRANT W/ GATE VALVE TYPICAL SECTION VALVE BOX , HYDRANT TEE CENTERLINE' 4__ 4- CONCRETE MITER END ----= ""'"® CONCRETE THRUST BLOC --------� ---" HEAD WALL CONTOURS ..•- '"20'` '' /`"-''"-' GATE VALVE cue BOX - --------" CURB CURB INLET WATERMAJN W/ 3 -----wM-{6"�)----- WM-(6-0) CUT AND PATCH DRAINAGE FLOW ARROW COVER TYPICAL LOCATION OF DETAIL ON DETAIL SHEET A 5 _ EASMENT LINE -- --- FINISH FLOOR F.F.=20.00 F.F.=20.00 1 "0 SERVICE LATERAL W/ METER BOX --------- T ---------9-18 .-.. SHEET 9 OF 18 WHERE DETAIL IS SHOWN FENCE (AS INDICATED) -- X .. X - INLET --• --U--- 1-- 112 "0 SERVICE LATERAL W/' _ (2) METER BOXS ----------------- ---- t 2 3 4 5 6 LOT LINE _ SAND CEMENT RIP -RAP _ LOT NUMBER 2 2 SOIL BORING LOCATION AND NUMBER +2 *2 RESTRAINED JOINT TEE W/ LOCATION CONCRETE THRUST BLOCKS -------�T+_____-_-_ A OF DETAIL PHASE LINE SPOT ELEVATION ^� t240 PROPERTY LINE -- -- "" STORM DRAIN PIPE Q -'"'"" RESTRAINED BEND WITH CONCRETE THRUST BLOCKS �X-'� --------- RAILROAD TRACKS STORM MANHOLE TELEPHONE JUNCTION BOX + DETAIL B SHEET RIGHT -OF --WAY LINE -- -- ® STRUCTURE NUMBER S-1 S--1 TELEPHONE LINE ------ TELE-------- TEE SHORE LINE . UNDERGROUND ELECTRIC LINE ------ELEC ------� EXEC _ SIGN (POST MOUNTED) c -o-- BASIN DIVIDE OVERHEAD WIRE -------OH--------- OH C TRAFFIC FLOW ARROW I=> "'t SILT FENCE LIGHT POLE � ASPHALT DRIVE AD CLEAN OUT WATER WELL ® _ Ysdteltar. Voter & tfaytield, fa cwennw c""maws . uHo a.."xcra GRAVEL DRIVE GD UNDERDRA/N � .._.�.�. w POWER POI E C., CO, _ 9 OF 1$ CONCRETE DRIVE CD DITCH BLOCK �' GUY WIRE SHEET EDGE OF PAVEMENT HANDRAIL TV CABLE BOX e TYPICAL DETAIL CALL 0"UT MAILBOX/NEWSPAPER BOX o GUARDRAIL ® ■ ■ ■ ■ GAS MAIN -------GAS ------- ----SAS TREE UNDERGROUND CABLE TV ------- CATV-------- CATV ��- 1. ANY NGVD -- '29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION 1S TO BE PROTECTED. IF /N DANGER OF. DAMAGE THE PROJECT ENGINEER SHOULD NOTIFY. - GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION ATTN: N/CG -- 162 6001 EXECUTIVE BLVD. ROCKVILLE, MARYLAND 20852 TELEPHONE NO. (301) 443-8319 2. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD--'29) 3. GRADES SHOWN ARE FINISHED GRADES. 4. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL. REMAIN UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ADJUST UTILITIES AS DIRECTED BY THE PROJECT ENGINEER. 6. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND/OR UTILITY OWNER DURING CONSTRUCTION. 7. BEFORE BEGINNING EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY NOTIFICATION CENTER AT 1--800-432-- 4770 AND ANY OTHER UTILITIES WHICH MIGHT BE AFFECTED AT LEAST 48 HOURS IN ADVANCE: UTILITY POLES, POLE GUYS, TRANSFORMERS, AND OTHER ELECTRIC AND TELEPHONE EQUIPMENT LOCATED IN AREAS WHICH WILL CONFLICT WITH CONTRUCT/ON OF THIS PROJECT MUST BE REMOVED AND RELOCATED. UTILITY OWNERS: COMPANIES TELEPHONE NO. FLORIDA POWER do LIGHT 1 --561 -461 - 1967 SOUTHERN BELL TELEPHONE 1 -561 -567-2990 FALCON CABLE 1 -561 -589.--3846 INDIAN RIVER COUNTY UTILITIES 1 --.561-770-0618 CITY OF SEBASTIAN 1 -561 -589-5330 8. FOR UTILITY ADJUSTMENT SYMBOLS, SEE INDEX NO. 002. 9. THE CONTRACTOR /S TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. NO. ( DATE DESCRIPTION REVISIONS M,A G N RA NOTES 10. PERMANENT TURNOUTS AND DRIVEWAY CONNECTIONS TO PRIVATE PROPERTY THAT LIE OUTSIDE THE COUNTY LIMITS OF LIMITED ACCESS RIGHT- OF-WAY AND WHERE ACCESS RIGHTS HAVE NOT BEEN ACQUIRED, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TURNOUT DETAILS AND STATE STANDARD SPECIFICATIONS REFERENCED ON THE KEY SHEET OF THESE PLANS. THE COUNTY, OR THE COUNTY'S CONTRACTOR SHALL NOT ISOLATE ADJACENT AND/OR REMAINDER PROPERTY UNLESS ACCESS RIGHTS ARE ACQUIRED, ACCESS SHALL BE PROVIDED TO SUCH PROPERTY WHENEVER CONSTRUCTION INTERFERES WITH THE EXISTING MEANS OF ACCESS. 11. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION /S TO BE PROTECTED. IF A CORNER MONUMENT /S IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD BE NOTIFIED IMMEDIATELY /N ORDER THAT THE COUNTY MAY HAVE A SURVEYOR REFERENCE SAID POINT PRIOR TO DISTURBANCE. ALSO, ALL GPS CONTROL POINTS ARE TO BE PROTECTED. IF DESTROY DURING CONSTRUCTION, IT WILL BE THE CONTRACTOR RESPONSIBILITIES TO REPLACE THE GPS CONTROL POINTS AT THEIR EXPENSE. 12. ALL TREES WITHIN LIMITS OF CLEARING AND GRUBBING SHALL BE REMOVED 13. WHERE CONFLICT MANHOLES ARE CONSTRUCTED TO ACCOMMODATE DRAINAGE LATERALS CONTINUOUSLY THROUGH THE STRUCTURE THE PIPE JOINTS MUST BE ADJUSTED WHERE THE JOINT WILL NOT OCCUR WITHIN THE STRUCTURE. THE COST OF PIPE SHALL INCLUDE ALL COST ASSOCIATED WITH THAT NECESSARY ADJUSTMENT. 14. AT LOCATIONS WHERE PIPE INLETS AND DRAINAGE SYSTEMS ARE TO BE CONSTRUCTED OR REMOVED UNDER OR ADJACENT TO EXISTING PAVEMENT OR PAVEMENT TO BE RESURFACED, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC., IS TO BE INCLUDED /N THE COST OF THE DRAINAGE SYSTEM. 15. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION /S LESS THAN 12" BELOW BOTTOM OF BASE (F. D. O. T. INDEX NO. 205). 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED AND IN CONFORMANCE WITH INDIAN RIVER COUNTY'S SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, AND REMOVE TREES, STUMPS, ROOTS, MUCK, AND ALL OTHER DELETERIOUS MATERIAL. 111111111111191P M-1 WSW CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794--1106 gIVE1� M-i \�ORIDN_ 17. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN, THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION BY NOTIFYING THE UTILITY COMPANY TO LOCATE THEIR UTILITIES OR BY FIELD VERIFICATION. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY UTILITY DAMAGED, RESULTING FROM CONTRACTOR'S WORK, 18. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 19. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 20. ANY DISCREPANCIES ON THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. WHEN PROPOSED IMPROVEMENTS CONFLICT WITH EXISTING WATER AND/OR WASTEWATER, THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE WATER AND/OR WASTEWATER /N ACCORDANCE WITH THE LOCAL UTILITY COMPANY HAVING JURISDICTION. 21. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. 22. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT TO THE ENGINEER AN AS -BUILT SURVEY DEPICTING THE LOCATION OF ALL CONSTRUCTED IMPROVEMENTS AS CERTIFIED BY A REGISTERED PUBLIC LAND SURVEYOR. 24. ROADWAY CENTERLINE GEOMETRY WAS PROVIDED TO THE OWNER AS PREPARED BY MASTELLER, MOILER & REED, INC, DATED 6/20191. 25. ALL PAVEMENT MARKINGS SHALL CONSIST OF 90 mil THERMOPLASTIC. 26. STATIONS AND OFFSETS REFER TO CENTERLINE OF- CONSTRUCTION, UNLESS OTHERWISE SHOWN. 27. CONTRACTOR /S TO REFER TO THE UTILITY ADJUSTMENTS SHEETS FOR THE RELOCAT/OW OF ALL UTILITIES LOCATED WITHIN C.R. 512 RIGHT -OF --WAY 28. CONTRACTOR IS TO SUBMIT THE ROADWAY SHOP DRAWINGS TO THE INDIAN RIVER COUNTY PUBLIC WORKS DIRECTOR, OR THE INDIAN RIVER COUNTY ENGINEER 29. INDIAN RIVER COUNTY WILL MAINTAIN OWNERSHIP OF THE WATER MAINS AND FORCE MAINS WITHIN THE PROJECT GENERAL NOTES C.R. 512 Impr°ovements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A _ 96499nts-P3 DRAW C.i.F. "Title to all documents which bear the copyright of Mosteller & Moor. Inc, is vested solely in Masteller & Mder, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sole. or other disposition of these documents by anyone is expressly prohibited without consent of Mosteller & Motor, Inc, pursuant to the Federal Copyright Low." - - - _ JAN 2 6 2006 DESIGNED M.F.C. Cia�ED S.E.M. DATE 8--05 SCALE AS NOTED SHEET 2 89 !STEPHEN E. MOLER, P.E. FL#33193 ©2005, MASTELLER & MOLER, INC. oWGNo 9649 MMARY OF ROADWAY PAY ITEMS (CONTI) . . . . ....... .... . ...... BLOSSOM DITCH DIVERSION ---- -- Each ...... Baffle 6ox -------- Conflict Box (0 1) Eo c h 2 1110-13 Removal of - (Orich ae) LS 720-6 Embankment (fill) - ------------------- Excavotion for Structure s C'y 48 _125-1 I �oncrette Approcch Slabs include Reinforcing Steel Each 4 — _1360- 400-2-5 C/ass 11 c o n c r CY 212 400-4-4 Class IV Concrete (Stjperstructure) --CY 824 400--5-3 .. . .......... . ..... . 400­7 Concrete Handrail Aluminum ... . ..... . ....... . ..... . ... . ..... .. ... . ..... .. .. ................ Bridge Floor Gro��7aftr7 LF y 525 7,904 400-129 Beoring Pods (Neoprene.) Each 72 Barrier Ll 525 400-148-3 -Troffic Traffic Barrier LF 485 415-1-4 475-1-5 Re'�nforcinq Steel (Superstructure) .... . .... . . . .... . .... . Reinfor LB L-3 162,060 117,240 450-7-2 455-3-2 455-4-2 1455-17-2 Prestressed Beoms (AASHTO ... . ...... - ------- -- ------- - . .... ...... . . .. .... .... ... . ...... Prestressed Concrete P;Ies (18"x18*"')1DrivinQ Prestressed Concrete P;Ies o ay (include Furni7shed and Driving) --- ---------- ...... Splices L.F . ..... . Each 2, 8 8 0 . ....... . - 4,290 4,290 455-7.37 460-2-15 -Pile Dynor-nic Lood tests ... .... ... . ... ......... ... ...... ... ... .. .... .......... .. ... .... ... .... .... ........ .. .... .. ...... ... .... ... .. StrLictural Ste Each L3 8 2,254 Guordro;l (roodwoy',s;ngle face,) LF 2,053 5.36-1-3 Guardro;l (roadore y,dooble face 2 LF 478 536-6 Guardroil End Treotment tZ2& 2 Each 2 5.36-7 536­73 ... . ........... . . . 547-70-2 Guardro;l Posts, Special Guardrail End Treatmert type SRT-350 . ..... .. ... . ..... .. . ... ... ... . ... .. Removal of Exist;ng Guardi....ail ........... . . ... ..... . . ........... .................. .... . ........ .. ........... . ... . . ...... . - ----- . ..... ----------- - ---- -----------_--- ... . . . .. .... . ............ Fabric Forrned Concrete Riprop Each Each .. . .......... . . ..... LF 6 3 600 ... . .......... . .. 1,170 INCIDENTAL CONSTRUCTION 15- 1--2— Alurnnurn Pipe Hondrail LF 574' -5 520-1-10 Curb and Gutter, Type F LF 14, 838 --Concrete 520-2-004 Concrete Curb, Type 0 LF — 0 522-1 Concrete Sidewolk (4" Thick) - 6' -wide L-F` 9,511 522-2 Concrete. Side walk (6'*' Thick) - 8" wide LF 6,410 550-1-1 5' t-height LiveStock Fences LF 7,770 550--2 -Standard Standard 6' Type 0 Fencing LF 5, 920 550-75-242 575-1-1 Double Fence Gote, 24' wide Type 3 . ... ...... .... .. ...... ........ . . ..... ..... . ...... ... ... ..... .. . ....... . . ..... Soddinc (Bahia) includes wateran ` fertilizer Eoch SY— 6 ... ...... .... ....... 142,242 575--7-4 Sodding (St. ALjgzastine) includes wntering fertilizer -------- - - -_- ----__- --------- ----- - . .......... . ....... ....... .... ... Sy 654 -- -------- - .... .......... . .. 13 r C.; LW 1-1 C J (_ U V IV! k-;, t_"; I C_j IVI 4_✓ 4-41 12-1 4-- W I I k. %..l ; I i_l .... . . . . ......... . . ... . . ....... .. . ..... ­111­11-1- . . ... ..... . - .... . . ..... MASTELLER & MO LER, INC. 11 TRAFFIC CONTROL 700-40-1 700-46-11 700-4-6--2 7 706-3 Sign Single Post . ...... .... .. Existin2_���avt.�/ S;arj Existing (R-re/oca, te) (Single Post) ---------­- . . . .... ..... ... .......... Reflective Pavernent Markers AS AS AS .. . ......... ... AS 24 38 947 77 1 -,'-5 711 -4 Pavernent /vIessages, Therrno' ........ .. . .... -------------- -- ---- ------------- .. Directional Arrows, Thermo. .... .... Each Each 59 ,711--33 Skip Troffic Strip, Therrno. 6 t,,l 1-7 it 1F s" 71 11 -134 Skip Traffic Strip, Thermo. (6" Yeflow) L.r•1,750 711-35-61 Solid Traffic Stripe-, The_rrno. (6>"' vvo-'ite') 21,906 771-35-87 ­­ -1 ­1 .. ........... . .. 1_.._..1.1­_1_.__1­____ . ....... ... 711 ­35- 127 Solid Traffic Stripe, Thern-io, "43" White) . . . ......... .. .. . ......... ...... . . ..... . . . .... . .... . . .. . ..... .. . ............. ...... . ... Solid Troffic Stripe, Thermo, (12" White) .. .. ........... LF LF —_ 0 ... . ..... . -11�l.-I�ll-�'ll,�'ll""I.Il�-111--l.- - 1, 662 77 1 -35- 181 Solid Traffic Stripe, Ti"7errno, (18" White L.r 2,907 711-35-241 Solid Traffic. Stripe, Therrno. Wh;te) LF 3c�'51 711--36-61 So Ud Tra ffi LF 16"6 717 -36- 181 0 lid Traffic Stripe, Thermo. (78" Y e w ..... .... . ... .... . ------ WETUND IMPACT MITIGATION I-F 2 -19' -1 Altitioat,on 4FDEP Site) LS UTILITY ADJUSTMENTS 7500-900-25 Pipe Rernoval (70"d) (Wo s t e-., w o t er -------- -- 7,660 ------------------ ---------- .............. . ..... 1,1512- 120--x 18 Sonitory Sewer Force Moin (8" 0,/,P,' 134- 7512-7..... 2...0-x2C) Sonitory Sewer Force Aito;n (70" D,/,P.) L.......F.... .... .... ................ ........... ........... .................. ..........­­........................... .. 1 -5 -012 1 xx -7ry Sewer Force Moir) (70" H,2.P 1•.) Lf- _Y'460 Sanitary Sewer Force lVoin �t,4�_sse�mb�y (8" PVC.) (where conflict wl storm sewer) tZ-o C-- 1 2 Sanatory Sewer Force. Aon �djw.trnent Assembly (70" P%1C) (where conflict wl storm sewer) Eoch Sonitar ent Assembl Sewer Force Moin Adjt-istrn _y (12" PVC) (where confl;ct trw �) ,�st�®sewer) se� Each 1542-111--- 018 ... . ... ....... Sanitary' Sewer Plug Valve with Valve Lox and Concrete Pod (8"') ------- . ...... . . ........ . .... . Each 1542- 7 11-020 .. ... . .... - -----_- -- -- - _- - Scinitory Sewer Plug. Valve with Valve Sox and C-oncrete Pad r' 10 . .... . . ..... ... I -­ - - ---------- - ­- --- - . ..... .. ... - ------- _ ....... . ..... .. ... . ..... .. ... . ....... ... .. ... . ..... .. . . .... .... . . ..... Eo c h ....... ... ........ 1541--- l 7 1­011 Standard Son;tcry Sewer Air Re -le se lironhole (4' wide) ...... . ... .... . ..... 1511-114-009 8"X10" Increaser with Restrained Joints Ea r- h 1511--11.2-018 45 Degree Bend with Pestralned )o;nts (8") ------ ---- ....... . ..... . . . . ... .... .... . ..... . ....... .. . . I-— . . ..... . .. ... - ----- - Eo C h . ........... .. 7571­112-020 45 Degree erid with f''estroined joints (10") h 5 1571--112-02141-5 Degree Bend witt-1 Restrained 1600-900-25 Pipe Feemoval (lo­d) LF 7 69e 1612-- 140-9 18 Potoble Woter Alloin 8 0. 1, P. LF 254 1612--14-0--921 Potable Water A4o;r? 72" 0.1,P,) LF 1612--- 1 xx Potable Woter fO(,.7in (12" H,D.P.E_,'k LF ...... .. . .... . .......... .. ­ ...... ............. . .. . .. ­­ .. ......... .... .. ­­­ ­1 11-111- 111.1-1111 ". - .. _/ ... . . . . .... ........ ............. ... ...... .... . ... . . . .... ...... .... ... . .. . . .. ........ ... . ......... ... ... .... .... . ....... ... . .. 1637- 150-2 7 8 20"x8" Potoble Water WeL�7Lcjrds v�;th Vallve and Box (Complete) Each Potable Water G-----o--te ',derive with Volve Box and Concr..e......t..e Pod' - -- ------ ------- Ea c h Potoble Water Gate Valve with Valve 3-ox and Concrete Pad (12") Ec ah 5 Potable Water Adjustr-nent Asserr7bly 67-�'VC) (where conflict storrn sewer) Epoch . .... . .... .. .... .. ... ..... ... ... .... ... . .. ....... . .......... Potcyb/e Water Ad/ lustt-nent Assembly (12"PVC) (where conflict wl storm sewer) Each 4 . .. ....... .. . . ..... Potable Water Adjustmeent Assernb�y (16"PVC) (where conflict viol storm, sewer) - - - ­__­_ - ­.­­ .. . . . ....... . ... --_-------_ ... . . ..... - . ........... . . . . .......... ..... . .. . I..,.-..--."..."--..,.-.--�.---�� .­ ­11-11--­1 ­­­_­­.__­'_'__.­. ­­1111 Each ­_­ ­­' -_ - Potable Water Ad; ustrear t Assernrbly (20"PVC) (where conflict wl storm Sewer) Ea C-h I 2 1644-- 171-26 Pintoble Water Fire Hydront Assemb(Cornp/ete) E`0 C h Potoble Water Fire Assernbly (Reiocation) Eo c /­, -Hydront Volvo: 3ox- AdjUstments Each Valve Pod Ad;ustrnents Ench 649pfly­P3 Cl 'Titie of mwaow mww. in4l Th'629 409wm&tt% ate pr*vldod to " ownff soldy its convaction �0 Vois jwoj'prt Any 4,kher vsf or r4ur� iA triew S,E,M� &nurntatr or stysuW< ow, otmr a4kwtloft Of th*" j~A#VW% by Qnroo* is mwetsly pr*iNto without Wawt of mqstcov & mdare lno, pursvont t.7 tht FzlvroFi BAN 2 LOuo DATE 0 8 — 05 SCALE AS NOTED SHUT 4 u 89 @'2005. MASTELLER' & MOLER, INC. STErr"HEN E. MOLER, P.E. FL#331 93 —D—VIGpis '9649 SUMMARY OF DRAINAGE QUANTITES Phase 3 Q U A N T STRUCTURE NUMBER INDEX NUMBER STATION (MAIN LINE UNLESS NOTED) S I D E CONC. ENDWALLS (CLASS 1 EA.) _ DITCH BOTTOM INLETS (EA-) MANHOL (EA.) CURB INLETS (EA.) MITERED END SECTIONS (EA.) R.C.P. PIPE CULVERT (CLASS III) E.R.C.P. CULVERT (CLASS 111) C,A.P. PIPE CULVERT (12 G.A.) STRAIGHT WINGED TYPE "W CONFLICT BOX BAFFLE BOX CONFLICT STRUCTURE TYPE "C" (<10-) MOD TYPE no. TYPE "E" (<10-) MOD TYPE "H" TYPE "J" (<10-) TYPE P. (>10-) TYPE "P" (<10-) TYPE "J - 5" (<10-) TYPE "J - 6" (<10-) TYPE "P-15" (<101) TYPE "P - 6" (4101) 15 18 24 30 36" 54" 15" 18" 24" 30" 36" 42" 48" 54" 24" x 3$" 24" 30" 36" 42" 54" P 6.1 232 314+32.70 LT 1 20 74 F P B-2 200 313+61.10 LT 1 20 F P B-3 200 310+45.00 LT 1 354 F P B-4 200 306+09.97 LT 1 351 F P B-5 200 303+39.65 LT 1 261 F P B-6 200 300+80.03 LT 1 289 F P C -10 211 259+26.20 LT 1 72 F P C-11 211 259+26.20 RT 1 117 F P C-11A 232 259+26.20 RT 1 15 F P C-12 211 265+00.00 RT 1 104 F P 250 265+00.00 RT 1 10 F P C-14 211 265+00.00 LT ? 522 F P C-15 200 259+76.32 LT 1 67 F P D -1 232 272+05.13 RTI 94 F P D - 2 211 273 + 00 RT 1 126 F P D - 4 211 273 + 00 LT 1 129 F P D-5 250 274+21.17 LT 1 4 F P D-5A 200 274+21.17 LT 1 94 F P D - 6 211 275+14.74 LT ? 129 F P D - 9 200 276+45.74 LT 1 225 F P D -11 211 278+83.79 RTI 103 F P D -12 211 278+72.77 LT 1 222 F P D -13 200 281 +00.00 LT 1 195 F P D -14 211 283+00.00 LT 1 101 F P D -16 211 283+00.00 RT 1 182 F 0 P D -17 211 288+20.00 LT i 114 F P D -19 211 288+20.00 RT 1 60 F P D-A1 200 278+63.98 RTI 1 289 F P D-A2 200 281+56.38 RT ? 152 F P D-A2--2 200 283+01.04 RT ? 375 F P D-A3 200 286+61.08 RT ? 210 F P D-A4 200 288+63.02 RT 1 90 F P 289+50 RT ? F _. P 273 323+35.32 RT 1 40 F P E -1 211 323+00.00 RT 1 105 F P E- 3 211 323+00.00 LT 1 260 F P E - 5 200 320+39.45 LT 1 340 F P 273 320+39,45 LT 1 20 F P E - 6 211 317+00.00 RT 1 104 F P E - 7 211 317+00.00 LT 1 298 F P E - 9 200 314+00.00 LT 1 375 F P E -10 211 310+25.00 LT 1 281 F SUBTOTALS P® PLAN QUANTITY 2 0 0 1 1 0 1 0 1 0 14 0 1 4 4 4 6 0 0 1 0 2 0 4 787 785 129 1964 Goo 954 1349 0 127. 0 222 72 0 F =FINAL QUANTITY MASTELLER & MOLER. INC@ LF UAW 'VIIIIII CONSULTING ENGINEERS r M I CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO, DATE DESCRIP11014 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (561) 567-5300 % FAX (561) 794--1 106 SUMMARY OF DRAINAGE QUANTITIES C.R. 512 Irriprovements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A _ 9649-QUAN1 DRAYMN C.J.F, "Title to oil documents which bear the copyright of Mostallor & Moler, Inc. is vested solely in DESIGNED M.F,C, Hosteller & Mder, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or CHECKEO S.E.M. other disposition of these documents by anyone is expressly prohibited without consent of Mostd & Moler, Inc. to the Federal - II `'3 A 2006 DATE }� -05 08 r pursuant copyrght Low."SCALE AS NOTED SHEET 6A Of 89 @2005, MASTELLER & MOLER, INC. ST E P H E N E. M O LE R, P.E. F L#3 319 3 DWG NO 9649 4 SUMMARY OF DRAINAGE QUAWFFES Phase 3 Q U A N T STRUCTURE NUMBER INDEX NUMBER STATION (MAIN LINE UNLESS NOTED) S i D E CONC. ENDWALLS (CLASS I EA.) DITCH BOTTOM INLETS (EA.) MANHOL (EA.) CURB INLETS (EA.) MITERED END SECTIONS (EA.) R.C.P. PIPE CULVERT (CLASS 111) E.R.C.P. CULVERT (CLASS III) C.A.P. PIPE CULVERT (12 G.A.) STRAIGHT WINGED TYPE "B" CONFLICT BOX BAFFLE BOX CONFLICT STRUCTURE TYPE "C" (<10') MOD TYPE "D" <10' TYPE "E" (<10") MOD TYPE "H" <10' TYPE "J" (<101) TYPE P. (>10') TYPE P. (<10') TYPE "J - 5" (<10') TYPE "J - 6" (<10') TYPE -P-5- (<10') TYPE -P-6" (<10') 15" 18" 24" 30" 36" 54" 15" 18" 24" 30" 36" 42" 48" 54" 24" x 38" 24" 30" 36" 42" 54" P E-11 211 307+45,00 RT 1 102 F P E-13 211 307+45.00 LT 1 330 F P E-14 200 304+15.34 LT 1 316 F P E-15 211 301+00.00 LT 1 104 F P E-16 211 301+00.00 RT 1 57 F E-16A 232 299+70.57 RT 1 128 P F P E-16B 200 301+00 RT 1 73 F P E -17 200 302+70.25 RT 1 171 F P E-18 200 299+13.17 LT 1 188 F P E -19 211 297+60.00 RT 1 120 F P E - 21 211 297+60.00 LT 1 154 F P 273 298+00 LT 1 F P 273 325+25 LT 1 F P 273 328+50 LT 1 347 F P E-22 211 310+25.00 RT 1 114 F P 273 328+11.12 RT 1 17 F P 273 335+88.43 RT 1 75 F P 273 336+61.42 RT 1 F P P-1 200 319+84.24 RT 1 138 F P P- 2 200 318+34.89 LT 1 113 F P 250 318+35 LT 1 27 F P P - 3 200 318+34.89 LT 1 16 F P P - 4 200 318+34.89 LT 1 236 F P 273 314+80.22 LT 1 60 F P 250 316+00 LT 1 F P P-5 200 313+38.33 LT 1 293 F P S - 30 232 275+40.00 RT 1 122 F P 275+40 RT 1 24 F P S - 32 232 276+29.05 RT 1 61 F P S - 33 200 276+32.66 RT 1 38 F P S - 34 200 276+67.83 RT 1 213 F C.R. 510 BASELINE P D - 7 211 11 +40.00 LT 1 35 F P D - 8 211 11+40.00 RT 1 89 F LAKE "C " ,. P CONTROL STRUCTURE 232 259+70.32 LT 1 90 F P 273 259+60.19 LT 1 F LANE "D" .. .. .. P CONTROL STRUCTURE 232 288+26.86 RT 1 243 F P 273 289+64.17 RT 1 F LAKE "E" P CONTROL STRUCTURE 298+25.53 RT 1 1 100 F P 250 298+09.30 RT 1 F SUBTOTAL FROM 1ST PAGE 2 0 0 1 1 0 1 0 1 0 14 0 1 4 4 4 6 0 0 1 0 2 0 4 787 785 129 1964 600 954 1349 0 127 0 222 72 0 TOTALS P PLAN QUANTITY 2 1 0 0 0 1 2 2 1 1 7 0 3 2 0 1 6 0 1 3 1 4 2 226 704 596 146 326 392 646 457 0 90 138 343 0 130 F= FINAL QUANTITY 4 1 0 1 1 1 3 2 2 1 21 0 4 6 4 5 12 0 1 4 1 6 2 230 1491 1381 275 2290 992 1600 1806 0 217 138 565 72 130 9649-QUAN II _ ORAVMd C.J.F. SUMMARY OF DRAINAGE QUANTITIES "Title t all documents which bear the copyright MAS"'TELLER & M 0"LIER,IINCIII �►V �0G of Hmastosteller k Molar, Inc. is vested solely in DESIGNED M.F.C. ���i provided toller &the owner Mder, Inc. solely isn con ectlon documents withra rove P this project. Any other use or reuse of these CHECKED S.E. M. A C.R.512 Im---v-% r V v t/ -� �/ n t s documents or any f pros reproduction, display, solo. aor IF nyone CONSULTING *T�T*TEERS �y ,p other disposition ib these documents by anyone i U L 1 I ENGINEERS �"'� is expressly prohibited without consort o/ R Copyright & Maier, Inc, pursuant to the Federal (� (ei �. 2006 OATS 4$��5 .. .. CoPYright Law." is l4 CERTIFICATE OF AUTHORIZATION NUMBER 4204 * / .. * Phase 3 SCALE AS NOTED NO. DATE DESCRIPMON PrIR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 -- (561) 567-5300 / FAX (561) 794-1 106 �ORIDN INDIAN RIVER COUNTY PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. SHEET 66 89 REVISIONS STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9649 0 Z p ROW VARIES Ld UJ NATURAL GROUND �\ Ld W F . 2:1 OR TO SUIT PROPERTY OWNER NOT FLATTER THE 6:1 4" CONC. SIDE LK *6" AT DRIVEWA S NOTE A NEW CONSTRUCTION: Q ASPHALTIC CONCRETE: 1 %2" TYPE SP-- 12.5 AND 1 " TYPE SP--9.5, LEVEL C COQUINA BASE 10"' MIN. THICKNESS COMPACTED TO 989a OF MAX. DRY DENSITY PER AASHTO T— 180 OPTIONAL. BASE GROUP 9, MIN. LBR 100 3 TYPE 'B' STABILIZED SUBGRADE (MIN. LBR 40) 12" MIN. THICKNESS, COMPACTEDTO 98% MAX. DRY DENSITY PER AASHTO T-- 180 EXISTING PAVEMENT*: ALL EXISTING PAVEMENTS ARE REMOVED EXCEPT: EXISTING PAVEMENT TO BE MILLED & RESURFACED (Sto 257+24 to Sto 261 +64.28 & Sto 342-,-00 to 345+00) ROW SWK, VA4RI E 0'— VARIES 120'-215' STANDARD CLEARING & GRUBBING CENTERLINE SOD VARIES 0.25'-44.56' CONSTRUCTION SOD VARIES 0,25'-37.48' LT. PGL RT. PGL VARIES 61 '— 1 12.04' VARIES 59'-•- 102.96' VARIES 4 5-57.45' EMOVE ALL EXISTING PAV M NT 1 6' 12' at at A (See Note A) 2'— SHLDR, S 2' PAVED 0.02 12" STABILIZED SUB! TO BE 6" BEHIND C CURB ec GUTTER TYPE F" * PROVIDE SOD UNLESS MEDIAN TO BE PROVIDED WITH LAND CAPING (SEE PLANS BY NDIAN RIVER COUNTY) SHUD 2 " 2' PAVED SOD 1 VARIES O'-3' D.02 0. -E Q J CR 512 TYPICAL SECTION N®. (STA 257+24 TO STA 327+50) PAVED SHOULDER: O ASPHALTIC CONCRETE: 1 " TYPE SP--9.5, LEVEL C COQUINA BASE 4" MIN. THICKNESS COMPACTED TO 98Z OF MAX. DENSITY PER AASHTO T— 180 OPTIONAL BASE GROUP 16, MIN, LBR 100 �3 TYPE B STABILIZED SUBGRADE (MIN, LBR 40) 8" MIN. THICKNESS, COMPACTED 9890 MAX. DENSITY PER AASHTO T 180 TRAFFICDATA: CURRENT YEAR 1999 AOT = 10,000 i 12" ' CURB 8c GUTTER TYPE F DESIGN SPEIED POSTED SPEED Z 45 M. P. H. 45 M. P. H. ROW VARIES U (1 p'-40') Q p 6' (1) SWK. Q i�. W NATURAL ' � � � GROUND v— 2: 1 OR TO SUIT PROPERTY OWNER NOT FLATTER THE 6.1 4" CONC. SIDEWALK 6" AT DRIVEWAYS 12" STABILIZED SUBBASE TO BE 6" BEHIND CURB 1. TOPSOIL, ROOTS, MUCK, ORGANICS, AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED FROM RIGHT OF WAY, 2. FILL UNDER SWALES AND WITHIN MEDIAN SHALL BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 6 IN/HR, 3. FILL UNDER ROADWAY SHALL BE CLEAN STRUCTURAL FILL PLACED IN 6 INCH LOOSE LIFTS COMPACTED TO 9890 MAX DENSITY PER AASHTO T— 180. 4. ACTUAL WIDTH OF BASE WIDENING MAY VARY DUE TO ACTUAL EXISTING PAVEMENT WIDTH. CONTRACTOR MAY ELECT TO PLACE UNIFORM WIDTH BASE WIDENING STRIP AT NO ADDITIONAL COMPENSATION. 5. SOD TO BE PLACED PER FOOT INDEX 281 6. TURN LANE SHALL HAVE THE SAME CROSS SLOPE AS ADJACENT PAVEMENT. CENTERLINE EAST BOUND CONSTRUCTION q 215.00' STANDARD CLEARING & GRUBBING VARIES 1 12.04'— 1 13.86' VARIES 10 1. 14'— 102.96' LT, PGL RT. PGL VARIES 5 .30'-57.45' I 10 VARIES 12.56'— 14.37' 10' 12' 12' 8' SO * 8' 12' _ 12' SHLOR. SHLDR, 4'PAVED SHLDR. SHLDR, 4' SOD 8' SOD C>%��� 69'+/ , SOD SINK. 3„ 1 2'PAVED 2 PAVED PAVED 3 14' S' 9' 1 ' EVEL (TYP.) 1 9 5' ? 4' 0.03 0.02 0,03 0.02 0,06 -� - " 06 2:1 MAX. OR TO SUIT v__ `' PROPERTY OWNER 11 (NOT FLATTER THAN 6: 1) ,> ® Q 3 2 12" * PROVIDE SOD UNLESS 2 12 "— `:/ 2 MEDIAN TO BE PROVIDED 2 NATURAL I WITH LANDSCAPING (SEE .3 3 MIN. SWALE PLANS BY NNDIAN RIVER GROUND EL= 19,59 COUNTY) MIN. SWALE dEL=20.88 41 A I DRIVEWAYS LX Z4:DESIRABLE 3: 1 MAX 4:1 DESIRABLE J. 1 MAX CR 512 TYPICAL SECTION NQ.2 (STA 327-I-50 TO STA 3434-50) SCALE. HORIZ. 1 "= 10' VERT. 1 "=4' 4" SIDEWALK 4" THICKNESS CONCRETE SIDEWALK Q 8" COMPACTED SUBGRADE TO 98,0' MAX PER DENSITY PER AASHTO T 180 6" THICKNESS AT DRIVEWAYS (NO EXTRA PAYMENT) ROW DESIGN SPEED POSTED SPEED 55 M. P. H. -' 50 M.P.H. I V—VARIES 3.66'-5.46' 1 ' LEVEL (TYP,) D 2:1 OR TO SUIT PROPERTY OWNER 0.02 _ _ I /� NO1 FLATTER THE 6. 1 `7 0 N TURAL . J G40UND 4" CONC JIDEWALK 6 AT DRIVEWAYS g64q T02 O DRAM T.L.B. MirlV�' T Y 1 C A L SECTIONS "Title to oil documents which bear the copyright M MASTELLER MOLER, INC. �� �® of taller ler do Molar. Inc. is vested solely in DESIGNED providlar & e ow Inc. These documents ore Q+ � C.R. provided to the owner solely in connection withImprovements this project. Any other use or reuse of these GHEEQ/r"y/'�•� Tg ��' T-. T '{'�'{ 512 documents or ion reproduction, entry, sole, yor o�,p�e 2 11/25/OS CHANGE NEW CONST, PAVEMENT TYPE PER IRC COMMENTS TB/SEMan C`/V'f U L N N 1N � � � other disposition prohibited ib mesa without co by anyone ;�� Pik j �$ �006 DAB is expressly prohibited without consent of p� H f Mastelier & Molar, inc, pursuant to the Federal 8— OJ 1 8/26/05 LABEL MEDIAN SLOPE PER IRC COMMENTS TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204Phase Copyright Law.' NM 3 scAl� AS NOTED No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 - --- R E ul S I a N S (772) 567-5300 % FAX (772) 794-1106 OR INDIAN RIVER COUNTY PROJECT NO. 9611A Qc 2005, MASTELLER & MOLER, INC. STE P H E N E • M O LE R P. E F 33193 0 $ Of $� L # g64q i 1 ■ XT 4 r� EXISTING RIGHT —OF —WA N89'39'33"W W 1 e • TIE TO EXIS77NG EDGE OF PAVEMENT 16,47 32"W N89'39'34"W N76' 0, „ W z 51.25 o,,,� S80'2935"W 162.21: LT PGL N89'39'33"W ,� 86.22 2099.29' 2594-00 2584-00 258+00 259+00 S89,39'33" 2099.29, S79-440 33„E 162.23- 71E TO EXISTING EDG£ OF PAVEMENT 8TATION EQ. "A NSI N " STA. 140+86.22 STA, 257+24.38 SURVEYI -� aASEUNE to County Road .512 STA 257+24.38.00 to STA 260+50.00 SCALE: 1 "=40' 2604-00 260+00 N 40' 0 40' 80' BENCH MARK GRAPHIC SCALE TBM 265+00 (390' LT) Survey BL SILVER CHIEF GROVES SET I,R,C, STAMPED 3916 ELEV. = 18.89 Count Road 512 (OFFSET LOCATION NOT TO SCALE) W c,,� ,5'TA 260+50.00 to STA 273+00.00 "a4o SCALE., r • � Q� E+ PARCEL NO. AP-- 7Ct N ROMAR SUBQI VISION Q PROPOSED RIGHT OF WAY N89'39'37 W 518.19' N89'39'37 W PROPOSED RIGHT OF WAY. N '39'33"W — 525. 1' EXISTING RIGHT OF WAY ' 3" h, ^ 361.44' 31.47' 407.07' 00 0 N81'44�2fMW 100.98 N88'33'47"W N89'42°32"W EXISTING RIGHT OF WAY N89'57'07"W N89`39'33"W Q - O ; 0 100.02' 200.37' 199,62' ,� 161.46' g 106 ~ V 262-1-00 _ 2 72 00 273 6 -f- 00 { _ t I _ -- _ 449.30 26E?-f^00 � S89 39'33" N - 267-1-00 268- -00 270+00 SURVEY BASELINE 279 +00 o N 2 6 9 —f- 00 N89'39'33"W __ .._. ........ �a._.... _... _ - � 1+00 _ 262+00 263+00 SURVEY N 88'23' 12"WeN 264+00 265+ � 269+00 270+00 271+00 +00 - 27 BASEVW 308.44' Cn M �r tooN o $ r` \J EXISTING RIGHT OF WAY N89'4V32"W T EXISTING RIGHT OF WAY $ N89'39'33"W RIGHT OF WAY W 400.36' o ._.._ _EXISTING 974.40'--ADD1770NAL R/W PER OR8 f f20 Pr;. fat f----�-- W EXISTING RICH" WA" S89.39'33" S8939'33"E Q In 00'2040"W 670.24' O E6 IGHT` WA '.'"` q ♦� 1.00' "ANSIN" UJI w 0 96 aaAwN C,J,F, MgAVER HORIZONTAL GEOMETRY 'Title to all documents which bear the copyright —`,+ MASTELLER & MOXER, ' ■ �O of tellerlor & ier, Inc. is seatod solely in OESICNED IYI.F,CHosteller & Maier, Inc. These documents are provided to the owner solely In connection with CHECKED S.E.M. REVISE RM LENGTH STA: 273+00 & PROP. ROW LOCA77ON A C.R. 512 Improvements thin project. Any other use or «uae of theca M documents *or any reproduction, display, sale. or other disposition of these documents by anyone 2 ff/25/05 78/SEM CONSULTING ENGINEERS !-� M'C is expressly prohibited without consent of DAB 07�„OG PER /RC COMMENTS Mosteller & Motor, Inc, pursuant to the Federal jl�( %(�o6 �J f 8126105 REVISE LTC STA. 264+50 PER /RC COMMENTS 7e/SEMNM CERTIFICATE OF AUTHORIZATION NUMBER 4204 phase °p'��ht`°W' i7 �C SCALE AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET 9B Of 89 (772) 567-5300 / FAX (772) 794-1106 �ORI0- INDIAN RIVER COUNTY - PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER P.E.FL 33193 DWCNO 9649 REVISIONS� # N /16 SPEED WAY CONVENIENCE STORE PARCEL NO. AP- 6 010 V) N N89°39'33"W N89°39'33"W N89'39'3'Mill ' 118.41' ® 101 m 25 8 0' LT PGL 00 744-00 275-1-0 2 0 .nn C.R. 274+00 275 EXIS77NG RIGHT—OF—WAY — -- --- -- -- — --- N OI ca I /O� jy �z c� I RT PGL fl w i ,r.,•1fi 78M 274+60.00 (7D' RT) Survey BL NAILED HUB TO E. SIDE POWERPOLE (BELOW—GRA E) ELEV = 19,10 o z + S 14) N ' it U o 76+00 27 + 00 N II n �i 0o 0 N o c� CO 0 O of z, • i 20 40 � ' r GRAPHIC SCALE woo w *VW 00.* PROPOSED RIGHT OF WAY ,., .. �'sop I .. �-.- "ANS/N EXISTING RIGHT =0F WAY tl� 277+00 �1- SURVEY 2 7 0 Q BASELINE w C EXISTING RIGHT OF'_WAY _ -.-- -- 89.25 """" R 0 7 0.00 SHARK MART County Road 512 STA 273+00, 00 to STA 279-f-00. 00 SCALE; 1 "=40' PARCEL N0. AP-5 Z � CD ,z 52, g8 ilu� Y --- *---R-20rO9.6 W�l A = 03m19'25" L = 123.72' R = 2132.75 Pc = 276+62, 35 (49.75' RT) P, = 277+83.19 (49.75' RT) 78M 276+00.00 (125' RT) Survey BL SET NAIL & DISK STAMPED 3916 TOP 6" CONC. CURB ELEV - 23.56 9C Mgw�RHORIZONTAL GEOMETRY "Title to all document$ which bear the copyright DRAWN C.J.F. - ..MASTELLER & MOLER, INC. �� ' �O of stancher & tor, Inc. is seated eddy in DESIGNED M, I' . S+. Mastded & e ow r s Th$se documents are �fq 'q■,K�`y, 512 provided to the owner sdely to connection with �Tmm • i b • this project. Any other use or reuse of theor se CO CJM01V j jT ' . Tj�j ENGINEERS documents or any reproduction, display, solo. yo �. `l v L 111 `i � ���+ other dispos(tion of these documents by anyone 1�1 ^.t is expressly prohibited without consent of SATE 07-05 {� (} Mastcller & Motor, Inc. pursuant to the Federal 'JU 1 11125105 REVISE RTC LENGTH STA. 273+00 PER /RC COMMENTS 7B/SEMNM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 Copyright Law. °\ _ 6J * Q � .__ SCALE AS NOTED No. DATE DESCRiP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1 106ORIDN INDIAN RIVER COUNTY - PROJECT NO.9611A�T 9C Or 89 REVISIONS ©2ao5, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 LDw—WONO g649 CURVE DA TA (NOT PARALLEL TO CONSTRUCTION CENTERLINE) EP19 EPZ EP29 Q = 48'48'53" a = 52103'1 7" 0 = 52 03'f 7" `40' 0 40' 80' GRAPHIC SCALE County oad 51 STA 279+00.00 to STA 287-4-00.00 SCALE: I "= 40' 40' 0 40, 80' GRAPHIC SCALE County Road 5, STA �286+50.00 to STA 299-I-00.00 SCALE: I �rA QO O�SF e ��•,~ 'V-U Q � 00, CO 1 �0 �J �o Q'T� Q I 8126105 LEFT TURN LANE AT STA. 281+50 PER IRC COMMENTS NO. DATE DESCRIPTION RE\/I SI ON S 1, CONSULTING ENGINEERS ./S. r M I CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1 106 y0VER Lo � � n ►C Rio Tx �� EP2 HORIZONTAL GEOMETRY ur- .R. 512 Iproverrients Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A N C� T DRAWN C.J.F. "Title to all documents which bear the copyright of Moateller & Moler, Inc. is vested solely in Masteller & Mder. Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, vale, or .. ... ..' - DESIGNED M.F.C. CHECKED S.E.M. DATE 07-05 other disposition of these documents by anyone is expressly prohibited without consent of Mosteller & Moler, Inc, pursuant to the Federal Copyright Low. - - .. -. i� �� AN 292006 SCALE AS NOTED ..:. SHEET 9D OF 89 S T E P H E N E. M O LE R, P. E. F L# 3 319 3 ©2005, MASTELLER & MOLER, INC. OW0 No 9649 O 0000 0 hZ CC 9—: 0- LLI +00 00 Z Q) W '$0 401 0 40' 80 GRAPHIC SCALE EXISTING RIGHT OF WAY County,Road 512 STA 299+00.00 to STA 31 1+50-00 SCALE: I "— 40 O its d Ln 0 r) LT PGL N38*19'27*E 305400 4 51 IV 300400 30 1400 302-00 303400 2221.02'3044-00 SURVEY 307400 3084-00 BASELINE Ii o LO ---- -------- -- - - ---------- .1 .......... . ---------- - 102:1:00 303+00 304+ 00 305+00 306+OQ ' '- 39- 4 '49 4T z RT PGL 5 RT PGL N3$'19'27*E LO 0 CONSTRUCTION q 2220,99' 0 0 N38*19'27"E C� n -4* =2.39' bi EXISTING RIGHT OF WAY 00 bL41, lin PARCEL NO. AP- I BENCH MARK CHURCH S1 TE IBM 301+50.00 (145' RT) Survey 6L NAILED HUB NE. SIDE 12'PINE ELEV. = 20.12 .-----�-�(OFFSET LOCATION NOT TO SCALE) 40 0 0 40' 80 GRAPHIC SCALE County Road 512 5TA 31 1-+-50.00 to STA 3244-00.00 CHURCH S/ TE Magm A= 05 *2J '24 L = 534.07' R = 5677.34 M — 2I.C-LO7 n7 IA13 79' 1 T1 CURVE DA TA (NOT PARALLEL TO CONSTRUCTION CEWERUNE) A = 05*23'*20" A = 04*J7*44" L = 536.71 " L = 465. 00' R = 5706.23 R = 5755.60 0 — -?1,9-L.Q7 07 /91 79' 1 r) P = 1IR-I—Q3 07 /91 7z;l A)r) W-W A = 04#37'46" L = 46727' R = 5782.89 P = 07 /,dQ 79' IPT) FT-35 EXISTING RIGHT OF WAY W 1-00 1310+00 31 1 4-00 00 310 �0 311+00 e '& = 03#31`30" L = 348. J4' R = 5661.87 V — '4121-LA7 91 1A0 79' Or) BENCH MARK Tam 31i+5ao0 (175' RT) Survey BL SET NAIL & DISK STAMPED 3916 IN CONC, DRI VE ELEV.= 16,77 (OFFSET LOCATION NOT TO SCALE) 9E .................. DRAW C.J,F, HORIZONTAL GEOMETRY "Title to all documents which bear the copyright M of M03teler & Moler. Inc. is vested solely in DESIGNED M.F.C. Mosteller & Maler, Inc, These documents are ELLER & ,LER, INC. provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED S.E.M. documents or any reproduction, display, sale, or C*"* 512 1my-trovements other disposition of these documents by anyone a M CONSULTING ENGINEERS I -IF is expressly prohibited without consent of N Z006 DATE M Mosteller & Moler, Inc. pursuant to the Federal A 07-05 1 1112,310,5 REVISE 7URN LANE LENGTHS PER IRC COMMENTS TBISEM Nnmn CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 Copyright Law.* SCALE AS NOTED NO. DATE , DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 . &it, SHUT 9E OF 89 REVISIONS (772) 567-5300 FAX (772) 794-1106 ORIVIN INDIAN RIVER COUNTY - PROJECT NO. 9611A @2005, MASTELLER & MOLER, INC- STEPHEN E. MOLER, P.E. FL#33193 DWO NO 9649 40' 0 40' 80' r t� GRAPHIC SCALE --- -mmft ____M �W Z cir CURVE DATA (NOT PARALLEL TO CONSTRUCTION CENTERLINE) ;F'2 P2 ® - 02#30'11 " A = 05#27*22"' L = 252.64' L = 548, 04' R = 5783.12 R = 5755.12 Pc = 322+22. 09 (50, 00' LT) Pc = 322+22. 44 (22. 00' LT) P = 324+72, 26 (53,18' LT) P = 327+68, 38 (28.48' L T) INDIAN RIVER COUNTY NORTH COUNTY LIBRARY ® -= 05'28'02" L = 544.37' R 5704.88 Po = 321 +47.21 (21.75' RT) P = 326+93, 64 (29.00' RT) SEBA S TI A N HI GHL A ND S UNIT 5 SEBA S T/A N HI GHL A ND S UNIT 5 1.�6.L •♦"T 6f�•Ti WA L GREEN DRUG S TORE 343+00 LIBRARY County Road 512 f�- STA 336+50.00 to END SCALE: 1 "=40' �j 40' 0 40' 80' GRAPHIC SCALE 344+00 ,3454-00 —+- CONSTRUCTION CENTER UNE 344+00 8'23'23"W 466,47' EXIS7ING RIGHT—OF—WAY WINN DIXIE SUPERMA RKE" T TO U.S. HIGHl • } . 9F DRAW C.J.F. y'IVE_" HORIZONTAL GEOMETRY "Title t le documents which Deer the copyright INC. �� C'o of tellerler do Mder, Inc. is seated solely in DESIGNED M.F.C.F MASTELLER & MOLER, t• � Hosteller &Mder, Inc. These documents are �//r��yyy TT provided to the owner solely in connection with ® o. • R. 512 Improvements this propct. Any other use or reuse y these LANE LENGTHS PER /RC COMMENTS TB SEMENGINEERS �i�.(�'i���1j,RC documents or any repr°duwithoon. display, role. °r k 2006 D n S.E.M. 2 11125105 REVISE TURNCONSULTING s 'N IN JJ ■ 1 i.J �„y other dissly position of these documents b anyone 07�� Hostellers & Maier, Inc. pursuant to the Federal t 8/26/05 REVISE EASTBOUND LEFT TURN LANE PER /RC COMMENTS TSISEMFMA CERTIFICATE OF AUTHORIZATION NUMBER 4204 Ph��� 3 Copyright `°w.• scai.E AS --NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 % FAX (772) 794-1106 ORI�N INDIAN RIVER COUNTY - PROJECT NO. 9611A Qc 2005, MASTELLER & MOLER, INC. 9F 89 REVISIONS DWG STEPHEN E• MOLER, P.E. FL#33193 DWG NO 9649 N a SIDEWALK �QNTRQL PAINT 40' 0 40' 80' EXISTING DRAINAGE STRUCTURE Q STA. =262+6312 (51.75' LT) (TO REMAIN) � I ' L ! STA. -262+8,.2! (51.75' L T) GRAPHIC DHPHrC SCALE I 6 70=181CMP Wj ENDWALLS ® STA.-262+00 00 (51.73' RT) f 1 STA. =259+33.85 (64.75' LT) BENCH -.,,`MARK PO PROPOSED DRAINAGE STRUCTURES f2 STA. =259+63.67 (52.75' LT) Y 15 STA.-260+00.00 (57.73' RT) T8M 257+22.00 (315 L T)Survey BL i : �' - $ET NAIL &DISK STAMPED . 916 SEBASMAN RIVE (SEIa S EET 25 OF 9 C_10 STA. =259+26.20 �A6tT LT) C_11 STA. =259+26.20 (49,75 RT) iI( FORa TAIL) ' TYPE "J-6" INLET A 610) TYPE "P-6" INLET IN E. SIDE OF PAVEMENT !„ MIDDLE' SCHOOL ELEV. = 19.84 I e CRATE=r9. 12 GRATE = 19.48 ,�lSCELLANEOUS �QlV ?'C��?L POINTS ��� �� :>: (OFFSET LOCATION NOT TO SCALE) (N.E}INK11.63 (24") {N) INV.- 11.88 (f8 13 STA. = 65t10.09 (59,23 RT) (s>INK1r.ss (1$"> {S} tNu.� 11.8a (1a) 0 2 STA. - 26z+eo 63 (49, 75' L T) l -11 STA. = 264t90.09 (59.23 STA. =259+26.20 (62.75 RT) C-15 STA, =259+76.32 (577o LT) f6 RT) zz D.B.1 TYPE C INLET TYPE IdN MANHOLE STA. = 262+85.63='(49.75' LT) TEMPORARY CONST, EASEMENT = GRATE = 19.02 (MATCH EX/S71NG GRADE) RIM -20. 18 J, ' � f (N) lNV= 11♦92 (18") (E)!NV=13,94 (24"� 19 STA. = 257+24:.�8 (f39.99 LT) NV" 11,5 (N)INV. 1394 24 ' Q ( 0 STA, . 259+33.24 (59,75 LT) 19 tNK 11. STA. -265+00.00 BENCH MARK STA. = 259+".07 (59.75' LT) ! ' C-14 TYPE P-6" INLET (51•DO' LT) , i Co STRuCT 64LF GRATE=19.48 TBM 265+00 (390 LT) Survey BL EXISTING F,P.L PRIMARY UNDERGROUND z4 CAP 3.81% (S)INV•=15.07 (18" SET LR.C. STAMPED 3916 TO MIDDLE SCHOOL (I -WV) ) (w}lNv.= ( 14.57 24ELEV.= 18.89 i END TYPE "F" ('OFFSET LOCATION NOT TO SCALE) CURB (PER C-12 STA. M265+"00.00 (50.89'� RT) FDOT INDEX 300) TYPE P-S INLET CONS7RUCi 65LF EX/S G RIGHT-OJ WAY GRATE=f9.48 ROPOSED RIGHT-OF-WAY 4 CAP ® 15.E 11 (N)INV.=t5.30 (18� (S)INV.=15.30 (18) EXtS17NG WE7LAND(77P.) Q 518LF 24"RCP ® 0. f2JG PROPOSED RIGHT -Or -WAY, 12 IN - 11�R^ �' Pam► .. ��^r ..__.-. i ' -- T 8' CONC. SIDEWALK (TYR) CONS r 8' 'CON-C. _55"IE&A _.._ PAR CONS BASELINE EXISTING RIGHT-OF-WAY 20.2 2 2017 - .... ► 14 . r £ 15 H17 Lo NO. AP -:. _ i _. ..�.. .....�. 16 - CS i P.G.L. LT _ 4 9� . _ , l CURB (PER _ FOOT INDEX 300} . ...... . .......... _._..... . . __...._ . . .7NTY _._...... - _....._ CONSTRUCT 15LFEX/S77NG /NDJAN RIVER COUl -11 18" RCP 69 0.23 15 BEGINNING OF PHASE 3 CONSTRUGTION FIBER OPTIC CABLE IN AIR EXIS7TNG RIGHT-OF-WAY \CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LIVESTOCK EXIS77NO SWALE(TYR) FENCE FROM EX/SnNG SOUTH RIGHT-OF-WAY LINE. TO PROPOSED ANGIN'J AY LII E FROMHSM770N 257 25 TO STA ON 260 50'G THE SOUTH JINHA MANNER .` TO PREVENT LIVESTOCK FROM ESCAPING NEW LIVESTOCK FENCE STA 7 7ON E. SHALL BE 5' HEIGHT, TYPE A PER FDOT INDEX 1 450 & 451 STA. 140+86.22 STA. 257+24.38 6 EXISTING RIGHT--O)i7'WAY EXISnNG WFTLAND(TYP. 7RANSIS7701V FROM 4 LANE ,.: DIVIDED TO 3 LANE UNDIVIDED '- (HATCHED AREA) 0 1 , x 1, o CDN + rk CONSTRUCT 1 DOLT P G L RT - 10 _ _... .__ .... _.._ . _ _.._._.. CONSTRUCT `10 L 18"RCP 0 17.OX 16 TEMPORARY CONST• EASEMENT CONST. STRAIGHT CONC ENDWALL PER F.D.O. T. INDEX *#250 TOP=20.04 INK=17,00 CONSTRUCT UL 77MA 7F 4 LANE SEC770N. 7RANSIS7701V FROM 4 LANE DIVIDED TO 3 LANE UNDIVIDED TO BE STRIPED. REFER TO PAVEMENT MARKING AND SIGNING PLAN SHEETS S3 AND S4 OF 89 FOR STRIPING DETAILS CONST. 20 LF ALUMINUM PIPE HANDRAIL PER FDOT INDEX 020 CONST, E "F" (Sae Details Sheet S6 of S6) CURB & UTTER (TYPICAL ----------- 30- 30 _ - -- - - ------ ------- - 28 A O _ _ _ 28 V __- _- -_- _____ _ - __ _ _-_ _._.- _ 26 N II cep N26 LU 24 C-1 .q W 4S, PR)POSED GRADELINE T & RT S, 24 22 TRANSISTION T MATCH EXIST. C-� 10 33% - 0..33 +0 0% 20 PAVEMENT ® 33% 20 _ -- .._.__.._..._.-._..__-._.._ ___.. ._._.__ .-._ ._ _.. -_-_��__��_-. _-_�_.__-. ..----_�__-.___ ___..-_____._________.-. .___..__._.__.____._-___ 7 _ 18 -2p_.ittP -O/-Q�/Y _ -�_--� - EXISTING GRADE NE FR{� C i5 TO LAKE C Y EXISTING GRADEL WE t00LF t8" FROM C-i P 0 02= TO C-14 IN V t3.94 ..�f$CF�'24"RCP ,_ - _ _ - _ -- - _ - -- - --- - - - - -_- - - - - - - - - .- - - - - _ - - - - -15.24- -fit 1� _ INV.-t4.5, N V =IN - - _' EXISTING "PVC FORCE MAIN (Approximate Loca on) - - -FROM C-74 T -- C-15- _..._ - - _ - - - - - - - - - - - - - - - - - - - - 14 - --- -_ -- -- -- ----- ------ ------------ - - - - - - - - - � _ - - 14 108 FROM 18" RCP 0 0.23 C-11 TO C-1D JNV =13. 94 12 1 �, INV,­11.88 10 10 8 W FROM4 ~ 0 To o°No IV INV= 8 ca cV O to� ca N N �Lqv'' O r 0) Chi a; ai o 0)0 0; Gi 0) ® z- N O N O r N •.: of N r •� N ai O t- N cri O " N O of N O N 0 r- N O c- N O a) N a; N A w 280+00 261+00 262+00 263+00 264+00 265+00 _ 266+00 267 County Road 512 STA 257+24.38 to STA 267+00.00 SCALE. HORZ. 1 "=40' VERT. 1 "=4' 96493P1-3 g1�E� ELLER & L E R ! INC. �� "Title all documents which beer the copyright DRAM C.J.F. PLAN & PROFILE /�. ^ of Hosteller do Mder, Inc. is vested coley in DESIGNED M,F,L, Mosteiieler & Mder, Inc. These documents are V ,■v'1q,�I�� provided to the owner solely In connection with - - - ® I ♦ .d ii thin propct. Any other use or reuse of theseM. documents or any reproduction, disploy, sate, or CHECKED �'�'CtJNSULTING ENGINEERS _C.R.ether espositpr of these documents by anyone DATE 08-Q5 is expressly prohibited without consent of ���� � °1(�(� Coopyrlght Low. o offer, Inc. pursuant to the Federal �t�k'1 2006 _ _ -- - - SCALE AS NOTED CERTIFICATE OF AUTHORIZATION NUMBER 4204 * Phase 3 No. DATE QEscRiP'noN DR/ADP 1655 27th STREET, VERD BEACH, FLORIDA 32960 pRIDA INDIAN RIVER COUNTY -PROJECT NO. ©Z000, MASTELLER & MOLER, iNc. SHEET 12 of 89 REVISIONS (772) 567-5300 % FAX (772) 794-1106 STEPHEN E. MOLER,P.E. FL#33193 DZN 9649 4• i 4• :• GRAPHIC SCALE EXISTING DRAINAGE S TRUC TURF (TO BE REMOVED) 74'-30"CMP W/ MES PROPOSED DRAINAGE STRUCTURES Q-1 STA. -272+05.13 (65.98' RT) MODIFIED TYPE "E" INLET INDEX 1232 GRA TE - I Z 80 (S)!NV -17.30 (SLOT) (E)INV-15,21 (18") p-2 STA, =273+00.00 (63.00' RT) TYPE "P-6" INLET GRATE -18.62 �*� INV-15.05 (18"�NINV-14.45 (18 ) STA. -273+00.00 (51,00' LT) TYPE "P-6" INLET GRATE =18.52 (S)INK-14.17 (18"1 (E)INV-13.67 (24 ) CURVE DATA CURVE RADIUS DELTA ARC LENGTH C22 88.00 31'06'20" 47.77' C23 8.00 148'53 42 20.79 C24 8.00 134'55 47" 18.84 C25 88.00 4504'16 69.22 C26 35.00 1 89'28'19" 54.66 C27 1 35.00 1 87.45`58 53.61' SIDEWALK CONTROL POINTS 0 STA. -268+69 96 (64 75' LT) Q STA. -269+15.68 (63 75' LT) STA. -273+09.63 (63.75' LT) Q STA. =267+00.00 (51.71' RT) 80 STA. -271 +97.18 (57, 70' RT) STA. -272+47.42 (69.75' RT) MISCELLANEOUS_ CONTROL POINTS f0 STA. = 268+71.05 (77.73' LT) f f STA. = 268+91.05 (77, 73' LT) 16 STA. : 268+41.23 (49.75' LT) Q STA. = 269+21.45 (61, 75' LT) 1 11/25/05 EXTEND WESTBOUND RIGHT TURN LANE STA:272+00 REVISE RADIUS ON CEMETERY ENTRANCE NO. DATE DESCRIPTION REVISIONS 11 30 30 28 - 28 - N --__- N - _- _ 26 u II + 26 LQ 24 _ __-- ------_ --____-- _-- __ �_______ _ 24 p PROPOSED GRADELINE LT & RT Q 41 22 s 22 112E 18"RCP 0 0.259' D-4 2® _ -0. 09. FRO 0-2 TO D-4 20 18 18 EXISTING GRADELIP (E 16 _ _ _ - - FtC� t�1N �A1� roximcte Location) - _ - - - - - - _ _ -FfB 16 CP 0. lax - - - - __ - - - - - t_�1Y 14 1 4 _ 12 w w _ _-- 12 -_ - Q 17 10 Q - - _ _ - --- - - -^ v CONSTR. 12"0 RES 45' BEND TYP. TRAINED 10 - -` HOF (5' ZONTAL LENGTH = EACH SIDE OF DRAINAGE 10' MIN, t12.00 PIPE) 8 8 `gym h fit►- o Noy h N o � NCO 0ti o r NCO vi �� �O o �, N vi 4 1Q o 0) COQ tci ao o cp �O IN,N M^ MO N r- NCO N r M� N � N *- N `' N r °QO N c- 00 N � °poi 00 t- ,. +00 268+00 269+00 270+00 271+00 County Road 512 STA 267-+00.00 to STA 273-t-00.00 SCALE. HORZ. 1 "=40' VERT. 1 "=4' 51111111111111- CONSULTING ENGINEERS TB/SEM r M1 CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 A � gIVEI� � e (� L" LOR10 PLAN & PROFILE f-N k�*R. 512 Improvements Phase 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A 272+00 273+0C "title to all documents which beor the copyright of Moeteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with Aft this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of 1 62006 Mostellor & Moler, Inc. pursuant to the Federal �` " '' Copyright Low.' ©2005, MASTELLER & MOILER, INC. STEPHEN E. MOLER, P.E. FL#33193 9649391-4 DROM C,J.F, DESIGNED M , F. C . CHECKED S.E.M. DATE 08-05 scALE AS NOTED SHEET 13 OF 89 DWG NO 9649 I Isp 114 112 001% Z 0 iz oZi v� ZU Q� tjL 1 to W W EXISTING DRAINAGE STRUCTURES (TO BE REMOVED) J� 36'= 18"CMP W/ MES 220'-36"ACCMP W/ MES f9 36'-30"RCP W/ MES 30 TYPE V ALT B (5'x5'x5) 30'-30"ACCMP W/ MES 31 TYPE "D" INLET (INDEX 232) n :n r xn"w nru® W / Arc 7E=1 00 W..=11.01' (MATCH EXIVING) (S)RIMINV .21 :.. NY,=15.92 (24") (S)lNV = f5.85 ('(MATCH EX/S77NG) (W)INV,=15.08 (J6") PW STA •= 27J+00 PROPOSED GRADEUNE LT RT ®- PW ELEV = 19.60 EXISTING DRAINAGE STRUCTURES TO REMAtN) � (MATCH TO S-34) (MATCH TO S-32) tEJ 30'-18"ACCMP W/ INLET 28 260'-24"ACCMP W/ MES (S)INV -16.50 (S)INV =16.20 UMI7S OF CONSMU077ON (N)INV -15.10 (N)INV 15.40 SEE IN7ERSEC7701V DETAILS SHEET 22 OF 89 I �^•\� TYPE "C" INLET/WEIR 0 EL.20.7 (i.53 lout -"nn m ---------------- - - �--� ---� EXIST. 112f'x12" RECdd CURVE DATA CURVE RADIUS I DELTA 1ARCLENGTH C28 88,00 21-5617' 1 33.69 C29 1 8.00' 1 136`17'20' 19,03' ✓, rc.� , cc w v.� PV1 STA = 276+00 30 _PV/ ELEV = 20.60 S-33 38LF 30"RCP 00.12?o 60LF 24"RCP 0.10?d FROM M.E.S. TO S-30 FRO S-32 TO 5-33 INV = f 5.75 JNV. 15.86 SEE INTERSECTION PLAN SHEET 22 OF 89 FOR DETAILS Q! I - CURVE DATA CURVE RADIUS DELTA ARC LENGTH C30 88.00 21 °46 42 33.44 C31 88.00 19°38 10=0.1 C32 3.00 141.30 55C33 88.00 18'52 40C34 52,00' 64°05'38"C35 52.00 91'13'T0-C36 52.00' 89'4739" C37 52.00 87'35'03 79r49 C38 42.00 43°0100 1.53 C39 25 00 31.5115 " 13.90 C40 1 38:G0 67° 2 46 45.02 :2,"WALKON77?OL EQ-IN S MLSCELLANQUS =ZRIL POINTS •D STA. =275+4Q 20 (53.87' LT) 12 STA. =275+72.04 (84.26' LT) 20 0 20 40' O STA. -275+69.19 (88 38' LT) 13 STA. =275+38.48 (113.57' RT) - STA. =276+11.80 (99.12' LT) 14 STA. =276+12.76 (101.27 RT) GRAPHIC SCALE O STA. =276+46.51 (54.75' L T) . 15 STA. =278+ t 7, 36 (71. 79' RT) STA. I -274+77.61 (61.75' RT) t S STA. =274+47.90 (71.64' RT) © STA. =275+25,17 (78.05' RT) t 7 STA. .ram :274+ it. 15 (6a 75' L T .�,.► �+ """"� � Q STA. =275+33.32 (110.29' RT) ... �..r.r•��■ "M 400 ® STA. - 1 oo,t8 STA. =274+31.15 (60,75' LT) L/ STA. =276+45.9.6 (54.75' RT) f0 STA. -277+99.10 (54.75" RT) D-12 11 STA. =278+66.05 (54.75' RT) W Y ""' ... p�' 9' SIDEWALK (•�--�X-tSTING 8' CONCREe .- .*- PROPOSED GRADEUNE LT & ALONG C.,R. 512 I&AM reuTww.ww krc✓ -rl ✓Vr►Wy &,1 SET NAIL & DISK STAMPED 3916 ELEV.= 23.58 1 _ ----------------------------------------------------------------------- FROM--__-- - -------------- _ - - - �1A�'CH EXIST. PIPE-26 98LF 30"RCP 0, f 0?K _ _ _ -36" ®0, 0831 6LF 15"RCP 0 1.67X F M S-30 TO 5�33-- - -------- FROM S-i3 TO S-34 V.=1 85 0 �34 EXISTING i "PVC FORCE' MAIN 286LF 36"RCP 0 FROM D-5 TO D-5A--------2UXF-36" -0 0,24x------------------------------------------------- - -- - 0.wx FRO-�yL__-- INV.=f6.70 _ -- - -- T-----^F-- i i _ ------ ___-- -------- i i I _____-_- -___----4-`� ------ -^ _ FROM S 34 TO D-Al D-Al TO D-A2 1 t i _ _ . - +-�=--_ --- - - ----- I TD _ ------ " FORCE _______-- - �i l� F QM D50 DO 20 ..�. - i i �-------- -------------------------------------•--------------_..-- ------ JNV._ -_-_-_--_,,..------------------- ------ - --------- --- �INV.=15.00 -------------.1221F-24-"RGR 8.-15.�------------------------------ ---r 94LF 24"RCP 00.15X tNV.=t5.1f INV.=14. 0 FROM D-4 D-5 FROM D-5A TO D-6 89LF 15"RCP 0 0.25% '-� IT'..- ---I - i�ol F 30"-RCP..-®--0:-10>�- -_ _ ------FRAM-��TO ��- - -- - --- -- FROM 0-6 TO 0-9 INV,=14.80 INV -14.50 273+00 n ai =13.49 INV.=13.49 lz l2 ag p INV = ►NV.=12.85 N INV=12.72 J `-INV.=f2.22 276+00 277+00 225LF 36"RCP 0 0.10% FROM D-9 TO D-12 -,,,� 11'� V.-12.00I V CNp INV.=12.00 cli Oi x- ^ 278+00 279+00 M 161 141 County Road 512 STA 273-�-00.00 to STA 279+00.00 SCALE: HORZ. 1 "-20' VERT. 1 =2 86493PZ-1 ORAYtIN C.J.F. gzvER PLAN & PROFILE "Title to oil documents which bear the copyright MASTELLERINC. ��y DESIGNEDM.F.C. of Mosteller & Moler, Inc. is vested sold in �� provided to owner in conction documents with MU C ec ~' 1� this project. Any other use or reuse of these CHEM S.G.M. z C.R.512 Im r o jT , e n t s documentser or any reproduction, display. yota. or `aa99 Q MM CONSULTING ENGINEERS �C s�exler & Moler,btion i Inc. p withoutede l 3N a, RQ Hosteller & Moler, Inc. pursuant to the Federal CAS O"-Q5 4MM - CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law.' Phase 3 SCALE AS NOTED NO. DATE DESCRIPTION oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (��'`1 772 567-5300 FAX 772 794-1106 0R1�� INDIAN RIVER COUNTY PROJECT NO. 96 1A (C 2005, MASTELLER & MOLER, INC. A' �4 � 9689 RE�/I�IQNS � > � ( ) STEPHEN t. MOLER, P.E. FL#33193 Lw:c� ss4s N +` 40' 0 40' 80' GRAPHIC SCALE f ' EXISTING DRAINAGE STRUCTURE (TO BE REMOVED) 82' 36"RCP W/ CONC. ENDWALLS 40' - 42"CMP CURVE DATA CURVE RADIUS DEL TA ARC LENGTH C41 3.00, 152'10'49" 7.97' 042 106, 00 25 2242" 46.95' C43 8" 00, 54'18'13" 7.58' C44 8.00' 14820'15" 20.71' C45 88.00' 30 :33'01 " 46.92' SIDEWALK CONTROL_ POINTS O1 STA.-280+00.00 (54.75' LT) 0 STA. =286+00.00 (54.75' LT) STA. =280+00.00 (54,75' RT) STA. =286+00.00 (54.75' RT) 26 24 22 20 18 16 14 1,2 10 8 6 4 PROPOSED DRAINAGE STRUCTURES STA.=281+00.00 (56,60' LT) x I„_, / TYPE "J" MANHOLE RIM=la88 + ♦ / (W)INV -11.73 (36") �0(E)INV =11.73 (36") + . RC STA. =283+00.00 (51,00' LT) x ; ' �� �\1+ D-14 TYPE "J-5" INLET ��\�ti R / GRATE=17,70 " x w: ��0 (W)IN =11,54 (36 ) + x ($)tntV =11.54 (36") f /1 D-16 sTa. =283+00.00 (51,00' RT) TYPE "J--5" INLET GRATE=17.70 ® 1 w (N)INV =11.44 (36") 6. 1� I N ♦ - �� STA. =281+56.38 63.99' RT I x , , _ ♦ R... � . -A " ► x A TYPE 'J' MANHOLE ( ) ♦ f`!p R (£&W)1NV = 12.50 ♦CONS & GU k , i / _ CURB A� A2 STA. 283+01.04 (9081' RT) .- 0 IC �\ " TYPE V MANHOLE ♦ -=' \ \ �pK RIM=17.0 ♦ i OFF NV= 12.40 RIGHTOF c1G ! • �� D-A3 TEE V' MANH(91.86 RT) PROPOSE®�' D-14 Q RIM=17,00 mQ / r " 0 Nf» /� 0 (E&W)INV =10.50 m Gr �;5LF ..� x IREWALK (�P 2P� PG tysl' GAIRUR '�• N x CpNRGp a f. $� G°N gLF'' \ CyRB`GpL) 0 /i..,a BENCH MARK 8 3 .• CONS UGY g0� - ( CP 0 5► 3k' s ,,, �/'� 7..OF..WAY G®NRSCP � 0, 0� ,, - � �M� R • • �,; .._; . ,.., .► 78M 2SET � 8t STAMPED 53916 Survey BL n RIGN 36 - - o V + ` ®® D-13 E,isnNG 2 �� 7s' �� 3�° /w ELEV.= 16.89 ♦,.r• �/" M .S.,, MODIFIED TYPE 1 " Al k: f / C�1 / . • ""' -CURB & GUTTER C41 (TYPICAL) - ® ®N aRCp0. 1TE _ g8 g , . SEE POND 0 DETAILSS►�E �RE�a FOR PIPE DESIGN DETAIL 2 x x --'"'` to o °, . •' E -. } / • \7 /. / SUS Y CONS MODIFIED .TYPE F ,,. s r .2 �� CURB & GUTTER 0..16 i ' ®18 F N, \ �, rDGC � w , . a � P (TYPICAL) C42 �,,,.,,.�"' R C L 89 - t �= ` C44 WAft y � 216 1 -A p�K 300 16, w D EW .'+ . Qa ~` _ � vNrj?. C 6.4' PER I�0 �• • i.. • .....mow.. w w . w+..�. .. wa*.. w .. w.�.r .. • �.,�, ... ... w . w .w.. a. w . ® _,. w w * w wa.�•w . • .wow...,•. . 6 tV _ �� ®D,079 M/SCELLANEOUS CONTRQL POINTS 'V �. r 3s m RCP -AZ- STA. } 1.r.� ^� � � C x �7 =283+02.33 (49.75' RT) "' s x ® STA. 283+50.83 (49,75 RT) r G�IF_WpY GRADELINE LT & --------------------------•----------------- r ---------------------- ---------- ,�1NAIN A ox/mote Location " A. Pp % _ _ I ------ ----FROM RC ---------- -------------------------------- ---- ------ Lf- -O— i— — - - —� wwe� sas_®s 47� — — _�_.. ..w.wwwa..wwww.w..wo �® A? ..e.......® _�.............., t h....M��..�.wA. - �*---- 14LF FA 0 A2Z..w,-....,.,...� l 222 M-RCP it0.12'11! ' FR M D-12 TO D-t 3 a lI t'1—•2 Tn n ti INV,=12.50-f L■J '-IN V. - INV.-11,73 (4t_0 r_�P 04 d;� (4 INV -12. IN (-D-14,-) A2 I ! �XISTiNG GRADEUNE -------------------------------- - FROM DA2-2 TO - ^-- ISTING 1p�pVC 3Da _ 14 TO DL D-A3 '' - _ _ O E MAIN (APProxtm toLn- _ - INV.=1 InN p^ N1 11 cps cc06 odpp �� ,a cow VJ L0 V= W 24 22 20 18 16 14_ 12 41 279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 I 282�00 County Road 512 STA 279+00.00 to STA 287+00.00 SCALE. HORZ. 1 "=40' VERT. 1 = 4 9649P3-1 _ DRAW C.J.F. _ TER PLAN & PROFILE "Title to oil documents Which bear the copyright MASTELLER & MOLER, INC. /1O of Mellen r do Maier. Inc. is vested solely in DESIGNED M.F.C. t"_ pMosrovided & Maier, Inc, These documents ore provided to the owner solely to connection with _ 5 1 Improvem [/'—�'' `��`1 this project. Any other use or reuse of these g��uC` M� Y R i Jf` t./ n t ►�J documenntPor any reproduction, display. sole. or JAN6 0CHE�"irC�Q S.G,�, CONSULTING ENGINEERSother disposition prohibited these documents p anyone f C}6 t�--, ,mot is expressly prohibited without consent of -. DATE Q (� '"V Mosteller & Maier, Inc. pursuant to the Federal .. 0++'�'+� CERTIFICATE OF AUTHORIZATION NUMBER 4204 * Phase 3 Copyright Low.' -- - _ __.__-. __. _.__ - _ _ scA� AS NOTED No. DATE DEscRiPT�oN oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * — A' SHEET 15 of89 REVISIONS (772) 567-5300 / FAX (772) 794-1 106 OR10- INDIAN RIVER COUNTY - PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. ST E I�D H E IV E . M O LE R, P . E . F L# 3 319 3 Q„O NO 9649 40 0 40 8• GRAPHIC SCALE CURVE DATA CURVE RADIUS DELTA ARC LENGTH C46 88. 00' 303250" 46.92' C47 8,00, 14820'03" 20.71' C48 35. 00' 8747'05" 53 62' C49 35. 00' 89 *0J'1 9 54.40' C50 1 88. 00' 2,942 *3 1 45.63, C51 J. 00' 12145'10"--, 6. J7' C52 88. 00' 283444" 43.89, O STA. -297+90.45 (66.75' LT) 14 STA. -294+29.00 (65.51'RT) (21 STA. -294+86.83 (58.50' LT) STA. -2.97+10.86 (49.75' RT) 0 STA. -297+60.00 (56,25' LT) PROPOSED DRAINAGE STRUCTURES-, (0�> STA. ­286+20.00 (51.60' LT) <zo STA.-288+20.00 (060' RT) STA. -297+60-00 (5800' RT) STA. -288+63.02 (94.J7' RT) TYPE "P-5n INLET TYPE '*P-5" INLET TYPE "P-6" INLET TYPE V' MANHOLE CRA 7F= 15.92 ORA TE= 15. 92 GRA TE- 16. JS RIA4= 17.25 ■ X + > 24 X 24 X X X 'j X X, 22 LLJ 1.z < x" LAJ PROPOSED GRADLINELT RT :x, W 20 X, 20 ------- CL . ...... .. CE - 2 D j" D-3 Q. CL -0.287 X X �:1 e 18 18 A -0.31X N x Z, 16 112LF 18"RCP 0 0.18X 120LF FROM D- 17 TO D- I x 18"RCP 0 0. 18X 9 EXISTING GRAMINE X, 19 TO E-21 X­ FROM 14 K X WV'_11 r- 14 x "RCP 10 0. 18% A, 154 F X X FROM L 12 7 717 12 77' X 4p-* -0 MX- BOLF 36 MP 0 0. 07X 'Al X W-1 1 72 FROM Z --A-4- x, INV.-11.44- QJ�-1�41 TO AdEs - - - - - - - - - -- - - - - - - - - - - - - :X K, j 10 - - - - - - - - - - - -- - - - - - - - - - - - 10 EXIS77NG 10*PVC FORCE MAIN (App ote Loqctlon2 X - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - - - MES WV'=9.81 8- x -9.75 8 INV. INV.-9.81 x X K X 'x:>' 6 6 x, k 00.50 115LF 2 00 POND X -19 FROM D D WV.=7.60-- 4 00 4 LXI� "x' X 'Y X 2 2 "x Q r 00 :K < X )K' 0 0 ---------- �'7' X X 296 #-00 > V) -2 ounty �oad 5J2 2 STA 2 6-1-50,00 to STA 299-4-00.00 X — SCALE: HO F?Z. 1 "-40' VE'RT. 1 4' cfl 4 -41 N 0) CN (0 �P) Ln C� � - K �2 V) to L0 �0 fv� rid Mod Ld P< ir N 287+00 288+00 289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 290+00 9649P4-1 M M DRAW14 C.J.F. IviM M vaVER "Title to all documents which bear the copyright rl� PLAN & PROFILE a( Moateller & Moler, Inc. is vested solely in are DES M.F.C, Mostoliar & Molar, Inc. These documents ELLER & MOLER, INC. _Ai�' 10 provided to the owner solely in connection with this project. Any other use or reuse of these S.E.M. T) documents or any reproduction, display, solo, or other disposition of these documents by anyone - C•INO • 512 1mv-%rovements is expressly prohibited without consent of DATE 08-05 CONSULTING ENGINEERS Mo3toller & Moler, Inc, pursuant to the Federal Copyright Low.' SIMS M CERTIFICATE OF AUTHORIZATION NUMBER 4204 JAN 9, 6 2006 SCALE AS NOTED NO. DATE DESCRIP'nON J DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 Phase 3 SHEET 16 OF 89 REVISIONS (772) 567-5300 FAX (772) 794-1106 OR10- INDIAN RIVER COUNTY - PROJECT NO. 9611A @2005, MASTELLER MOLER, INC. STEPHEN E. MOLER,P.E. FL#33193 r-mw 9649 EXISTING DRAINAGE STRUCTURES j (TO 8E REMOVED) 2 40' O 4O' g(�' 24'-15"CMP (TA .5n'- WClop W/ MFS 'ROPOSED DRAINAGE STRUCTURES E-10 STA. =310+25.00 (63.60' LT) E-13 STA. =307+45.00 (5f.00' LT) STA. =301+00.00 (51.00' RT) TYPE "J­5" INLET TYPE "P-6"INLET TYPE 1J--5" INLET GRATE=18.13 CRATE-17, 76 GRATE-17.65 (W)tNV= 10.90 (480) (S)lNV-9.89 (157 (E)INV-f2,02 (18" (E)INV - 10.90 (48 ") (E)1NV. -9.89 (482, (N)INV -9. 02 (54„ (S)INV = 11.00 (18') (W)INV.=9.89 (48 ) (S)1NV -9.02 (54 ) OTA _tllAi l C. wi /AG 7=1 ! Ti / 1 e_. __s _._ _� i�� ��♦ �.�. CURVE DATA CURVE RADIUS DELTA ARC LENGTH C53 88.00 31'06 07 47.77 C54 8.00 48'S3 53 20.79 , 14 4 C56 88.00 31'05 58 47.77 C57 42.00 39'2146 28.85 C58 15,00 102.43 57 26.90 CURVE DATA CURVE RADIUS DELTA I ARC LENGTH 660 42.00 348 22 24.78 61 88.00 407 51 44.74 06, 1 C63 2:00 85'49 48 77.9 C64 1 52.00 89.59 59 81.68 M/SMLANEOUS ONLKL PO/NTH B-3 STA.-310+45,00 (77.47' LT) B-5) STA. N3o3+39.65 (70.75' LT) TYPE ✓ MANH04 � (AL T. A - 6 0) TYPE ,/ MANHOLE (ALTA - 6 0) 12 STA, - 304+96.41 (64.56' LT) RIM=18.50 " (W)/NV =10.99 54 RIM=19.50 " (W)INV =10.2f 54") Q STA, - J05+07.94 (64,J6' LT) (E)INY.-10.99 (54") (E)INVw10.21 (t54 ) 14 STA. - 309+43.85 (9A97 LT) B-4. STA.=306+09.97 (70.12' LT) B-6 STA. =300+80.03 (70.75' LT) 15 ?6 f© STA. - 309+69.82 (119. f3' LT) STA. - 306+27.24 (82.71' LT) STA. - 306+83. 10 (79. 74' L T) RIM-18.00 MANHOLE (ALT.A (W)INV-10.49 (54*) (E)INV -10.49 (54 - 6'>�) RIMEt ,80 ANHOLE (ALT.A (W)INV-10.00 (54") (E)INV -10, 00 (54 ) - &'!►) Z' R Z_ 1 ELEV.. = 18.77 FOR DETAILS) 26 o (OFFSET LWARON NOT TO SCALE)_-.9.2_6_. LO 24 _ _ - - _ _-- _-_____V_u- ___ _----- -- - - -- ------------ o ------ - - - -- - ---- - u----------- ---- - 24 WLQ --2-_.---- 22 Q w i W W -.-____- _ __-- ___ -.__ _ __ ____ - _ --__ -----_-_.___ ___-------.___-_. -_-_-_-_..---__.T_-- -__-_____.- _------.._�_.__. ___..__.__----.-__- _-__.._-___--__.__ ._-_-------__- W.__.__.___.---__--_ __ -�-- __-_-- __-- T__-___.--------_--------------.__..___..--- j-- ---------..__.__ .------ ----- --- 2 PROPOSED GRADEUNE LT do RT 5 a E-14 � E-10 S Q. 20 E-15 S20 4 - --0.309r +0.26% E-18 +0.399 18 18 - EXISTING GRADEUNE 16 16 _ _ _ - -- - --- - --- ---------- --_ -_--r _-- - - -------- 14 14 ` - 1 LF 18" RCP 0 0 X 375LF 48"RC 0 0.05X 104LF 54"R P 0 0.05R '" - -1 �� -- _ - - ._._. _ - -- _ _ _ ^__ _�8_"RCP ® 05� -_ - _-_ ----. _ _ -._1 �5.E-f f 0.239g 281E RCOP ®Q 0. 695 12 -i88L� 244 14 FROM .� _ IN M E 19 TO E� f 0 FROM E 9 0 E--10 - - E i3 -- tN .= f1.25 - - - "PY FORCE MAINPA FROM E-f3 T -r- -- - 2_ INV.-t .94 FROM 18 TOE 15 INV-10,S -- - EXISTING 8 IN 9.99 _�,�... - -- - _ - - 516LF 48"R 0 0.05� '�'� INY."* f0 f2 10 44 _ - - - FROM E-1 TO E-15 -- ---- -- - - _ - _ 10 MAIN .� -- _�_----------,-------------__ _-_-_---__- _-_-__._-__._ ..-------------------._ __. __ _. - __ "PVC F0 --- XlS77NG 8 -' INV.- 9 7 INV.- 9.72 ~"-INV.- 9.72 NV- 9.8.9 -^' �INY.- 9.89 8 - W WV.= 9.07 .5 6 O -_-_------_--_---------_-_�_- __----_-__-_ __ ___-.�_ _ -_---____-_----.___.____-------__--- ----------___ - __.____ -_- - _ --�. __ _ -- __ .---- .__ __-----_----_-_-�._ _-___ -__._.-____ _ --6 1LL -_- _---- 4 _ 4 R oo rt o� o �r cc� � M Qo ►h ao � W oo � � � �- N o co O O o a0 �t O) u) N O to tp "V cp k Op O .� ty eJ- tt� t�, �' tCj is j (6 (6 CCi cd N 0) 0) 0� 0) 0) aj DO 40 r- qj L6 a0 DO + Oi r DO oU aC1 P'. A 0.� vZ �+. w. A 0 29 00 300+00 $01+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 $10+00 311+00 County Road 512 STA 299+00.00 to STA J1 1 +50.00 SCALE: HORZ. 1 "=40 VERT. 1 "=4' 95493P4-2 1c'�i DRAW C.j.F. R 1 Y C'R PLAN & PROFILE "nueof M t on documents which bear the copyright DESIGNM M.F.C. TELL MOLER, INC. �� C0 of teller ler & ler, Inc. is vested solely in Hosteller & Moler, Inc. These documents are (/-�� provided to the owner solely in connection with - �+ C • R. 5 1 2� .'�� V this document Any other use or reuse these CHE. D J.G..M. CONSULTING ENGINEERS ,� documents or any reproduction, display, sole, or � 08-05 other dis osition of these documents h anyone is expressly prohibited without consent of Copyteller right `&oMW.o cr, Inc, pursuant to the Federal J� A } €� p DATE 1 1112510.5 REVISE TURN LANE LENGTHS PER /RC COMMENTS 781SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * SCALE AS NOTED (772) 567-5300 / FAX (772) 794-1 106 ORIi?� INDIAN RIVER COUNTY - PROJECT# 9611A ©2005, MASTELLER & MOLER. INC. SHEET 17 89 REVISIONS STEPHEN E. NiOLER, P.E. FL#33193 DING NO 9649 30 28 26 24 20 18 16 EXISTING 1 _ - 12 L J_ 1031, 0 N 8 141 4! i 4! :! GRAPHIC SCALE FORCE MAIN (_pp oximate Location 375LF 48 RCP O 0.05X FROM g TO E-10 PROPOSED DRAINAGE STRUCTURES 323+00. " " E- STA.-318+34.89 (54.97' RT) g_� STA. =314+32.20 (118.25' LT) E-1 STA. 00 (52, 84' RT) E - 5 STA.=320+39. 45 (56. 79' L T) E- 9 STA, Mat 4+00, 00 ( (AL T L T) * TYPE "J" MANHOLE(AL T, A - 610) CONFLICT BOX TYPE J-b INLET (AL T.A - 6 0) TYPE J MANHOLE (AL T,A - 6 0) TYPE J" MANHOLE (AL T.A - 6 t�) RIM-19, 6.t RIM-19. 00t GRATE =19.43 RIM=19.28.t RIM=20.19 (N)INV =12.64 (36 (N)INY. =13 40 (24" (E)IN =11.09 (48' (E)INV =13.73 (302 (N)INV = 11.75 (54 )" ($)INV =12. 64 (36 ) ( (S)INV = t 3.57 (42(SW)INV.- 11.65 (54 ) (E)INVas11,90 42" (W)lNV=11.09 (48 (N)INV.=13.57 (42') (W)INV =11. 90 (42) (S)INV =11. 0 9 (18? ' R B - 2 BAFnE Box 1. t o ($s. o6' L r) STA. =323+00.00 (52.24 /11), E,.� STA.=3t7+00.00 (51,00 RT) P--) STA. "3119+8 .27 (55.88 T) A/ P-3 STA, =318+34,89 (54.95 LT) RIM=20.20t TYPE 4-6 INLET (ALT. 6s�) TYPE "J-6" INLET TYPE P MANHOLE � CONFLICT STRUCTURE (SEE DETAIL) (N)INV=11.59 (54") GRATE -19.43 GRATE - 18,73i ( RIM=20.50 RIM=19.6t SIN/) (NV.=11,59 54") (S)tNV=12.53 (36" " S /NV=16.63 " �tuvAni-II na Ids) (N)INV.=11.90 (t$) I �,1,.,.._.0 '7s s:.,"t 1 (S)INV=I3.51 (42)I- �IN _kTOE-9 EXIST, 48"RCP (TO BE REMOVED) E?L-�-4F"R-CR- OG FROM E-5 TO - l90 0 18X--w-- !NV,- �NV.zo 11.71 e GRADELINE LT A RTC EXISTING GRADELINE P .05% ti 1vJ 1, nrt L r SWALE CURVE DATA CURVE RADIUS DELTA ARC LENGTH C65 42.00' 36'05'20" 26.45' C66 15.00 146'19 01 38.31' C67 15.00' 143°11'22 37.49' C68 42.00' 36'54'45" 27.06' C69 88,00' 1 31*18'58" 1 48.10' C70 8.00 149*06'06" 20.82' C71 8.00' 148*40'50" 20.76' C72 88.00' 1 30'54'24" 1 47.47' SIDEWALK CONTROL POINTS O STA, =311+81.70 (63 75' LT) $TA, =312+JI.71 (51,75' LT) STA. =313+36.55 (51.75' LT) 4� STA. =313+63.59 (51,75' LT) O STA. =316+83. 97 (01.75' LT) ® STA, =321+$6.44 (51.77' LT) C7 1 CTd :_I9t.1nn nn VA; 94SR J Ti A41SCELLANEDLJS CONTROL POINTS J J STA. =321+86.44 (75.02' RT) 12 STA, •324+00.00 (89.75' RT) 13 STA. = 312+54.55 (86.92' RT) J 4 STA, = 313+ 19.09 (87,16' RT) 15 STA. - 313+29.07 (49.75' LT) J6 STA. I - 313+71.07 (49,75' LT) 0 0 r? A11 - ------ --- LU LLJ 4 E-1 - FROM P- T4 P rox}i INV.=J3.0 '--_._.. TING 8NpVC E0� .,-. IS INV.4 11.90 6J 4I _.-. RVM M.L.J. 1t1 Q_ -0.25.0 M.E.S. 18 EXIST. 8" PLUG VALVE 16 -_ - 14 fR�M 14 ?S TO® 21 5.`� ., - FROM E-3 T E-5 - - CONST NON -TYPICAL INV.= 13.40 RT WALE 12 4 - -- -- INV.=12.03 tNV.= 11.90 - 1_ 0�3LF36 " CP 90 91X _ 1 �N �^ (08 �o� �� NO �� 000 0�`� 00 0`� 00 �`� cfl� tn� cow �� 000 NCO t�t� t00 �O a0^ 00 Mtn ►� a0 p f) N O O �o <h to a0 O N to ►� to to eh N 0i� t0i� 0)O cri °'CJ °�O M jai 0i CS poi �� a;� O�Ci �p a;� aj� GCS 6iO �d 0ip °gip o�O �p ^A `-... ^cV ^N ^N ^N ^N �-~N^N ^N 312+00 313+00 314+00 315+00 318+00 317+00 318+00 319+00 320+00 321+00 322+00 _ 323+00 $24+00 County Road 512 STA 31 1 +50.00 to STA 324-4-00.00 SCALE. HORZ, 1" =40' VERT. 1 "- 4' 96483PS-1 DRAW C,J,F, M}`IVER PLAN & PROFILr. 'TIVe to ou documents which bear the copyright -�+ E L L E R & Mm 0 L ER, INC. �� e C. of tutMostasteller & tor, Inc. is seated solelymeat in DEIGNED M,�,C, provided & e ow Inc. These documents are amm A S T 4ti Yy� a provided to the owner other use in connection with z C.R. 512Improvements this project. Any other use or rents of these����E� s.E,M, documents or any reproduction, display. sole. orCONSULTING ENGINEERS ,�is e pessyltp of these documents by anyone ,3 € ��v SATE s expressly prohibited without consent of 6 �: 6 nQ Hostetler & Motor, Inc, pursuant to the Federal -- VV-05 1 11125105 INCLUDE EX. INVERTS FOR DRAINAGE STRUCTURE 42 TB/SEM rMA CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Low," SCALE AS NOTED P N PP 1655 27th STREET VERO BEACH FLORIDA 32960 * * Phase 3 -- SHE N0. DATE DESCRI TIO DR/A (772) 567-5300 / FAX (772) 794-1106 �OR1 ► INDIAN RIVER COUNTY - PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. DWO 18 96 89 REVISIONS STEPHEN E. MOLER, P.E. FL#33193 DWG NO 9sas Wk 28 26 24 9 22 AP 0 7.6 S. _ ,1,E 20 18 15,76 16 --- 14 12 a 10 X 2 8 ti 4! i '! .! GRAPHIC SCALE �5) STA. =329+10 92 (96.76' LT) CONST, NON— L T SWALE LT & RT EXISTING DRAINAGE STRUCTURES (TO BE REMOI/ED) (TO REMAIN) (TO BE REMOVED) 44 DBI/TYPE?/S/ZE/RIM 45 86'-36"RCP W/ MES 5C1 ?'—P"RCP W/ MES (RIM)17,50 (WEIR)t6.30 (OR/F/CE)16.00 (W)INV.IZ04 (W)INV. (N)INV --13.63 (E)INV.-17.18 (E)INV _? (S)INV - TO REMAIN) (TO BE REMOVED) 57 33=18" RCP WITH 46 45'-36'RCP W/ MES (S)INV�- IZ59 (DRAINAGE SMUC1URE) (W)I N=17.24 (N)INV sw 17.29 (M,E.S) PI EXISTING _ ___ 328LF 24"RC - FROItfi-tilE�3- 0 0.12X -hff- -'-- — — --- _ — — RT SWALE X►S71NG 8'PVC FORCE MAIN `J R111 MATCH EX/S7TN_ G RT SWALE 0 17.10 CURVE DATA CURVE RADIUS DELTA ARC LENGTH C73 88.00' 37'37'45" 57.79' C74 108.00' 24'24 08'" 45.50' C75 8.00' 118"44'11" 16.58' C76 8,00' 115'29'12" 16,12' C77 88.00' 35'53'40" 55.13' C78 88.00' 28'37'08" 1 43,96' CURVE DATA CURVE RADIUS ARC LENGTH C79 48.00' _DELTA 51'25'06" 76.20' C80 48,00' 141°36'38' 75.32' C81 88.00' 32'30' 27" 49.93' C82 88.00' 32'22'31" 49.72' C83 8,00' 115*07'04" 16.07' C84 1 46.00' 1 S0'57'4" 1 72.79` FORCE MAIN Z R 4j +g 3Z 0 Qz W %J qc J 0- ss 24 22 o MATCH EXISTING LT S ALE 0 18.40 20 18 __-- --- — _- - -- - — -- --- --- - — -- - ---------- __ ---- -- __—_ _- -_ _ _ -1-4 12 10 —, ___ - J •.� v --+ V- .! V +� i J J J J •.J J J J __ J p�p t� cpps c' p� cQQ� � Cq tp el- N O N O tV h: F ► ti4- F= IZ HQ: IZ ti IZ ��. Q,4, j^� �i^ [L^1 (h� M 00 � C) `� N In � tp L � � �0 00 � � "` "` N � J � J L>r J � � J � � J � O .J � O J � " � � � (� J (x � * J ( � _J � � J � � 0i tj cn O C) � Q O Q N N N N O O O N J CN ,—�y �- r-N NN NN Nty NN Nty NN N'N NC4 N Nhtt� Ntn N�Otf? N�� NNtt", NgC1tJ� Nif)tfy N� N M NN. Ntn0 N�rn NOP� NANO ''� J'r3 '� N N N O N M OQ � r\ t,. DO N o� N O N N • NN NcV NN NN N� N.-: �N MM NN INN NN NN NN NN NN NN NN NN NN NN NN CNN 324+00 325+00 328+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 385+00 333+00 Count/ Road 512 STA 324+00.00 to STA 366+50.00 SCALE: HORZ. 1 "--40' VERT, 1 "a4' 9649P5-2 a All PLAN & PROFILE g 1VER _ DRA%W CJ F MASTELLER INC. `-O 'Title t 00 documents which bear the copyright — c of Hosteller & Motor, Inc. is vested eddy in DESIGNED MFC Mosteller & Molar, Inc. These documents are ' C.R. provided to the owner solely in connection withC 512 Improvements this project. Any other use or rents of these CHECKEDsEM T�ydocuments or any reproduction, display, sole, or CONSUTING Ei NGINEi E S p"3 other resposttpr ib these documents by onyoneNjy.�..! j jjV.�ljV1v�.J jy 1� is expressly prohibited without consent of a;S,jyi ,;�.� f0 DATt /fig-�Q5 FMA ~ Mosteller & Moler, Inc, pursuant to the Federal - Y V 1 11-25-05 REV. END OF TYPE F CURB (STA. 327+60) PER IRC COMMENTS 7a/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 Copyright Law.' SCALE AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1 106 ORIDN INDIAN RIVER COUNTY — PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. DWGSHE's Of 89 96 REVISIONS STEPHEN E. MOLER, P.E. FL#33193 DWG NO seas I (DO NOT DISTURB) INDIAN RIVER COUNT?' NORTH C OUN TY LIBRARY 30 ko to d' n N NC4 28 uu Is( LU 26 dd PROPOSED GRADELINE LT 24 CL 'S's; PRZIP-OSED GUM WE RT--';�� +0,24% 22 20 EXXIS 717NG RAOEuIve 18 16 - EXIST. 8' PLUG IALVE 14 12 10 X 8 %IWITITr Wr 1W , LIMITS OF CONSTRUCTION REFER TO TURN OUT CONSTRUCTION PER, F.D.O. T INDEX 1 515 Ae! 0 zF MA TCH EXISTING CID rl rVA MAI r .WALUMLLIV DRUG S TORE MATCH TO CURVE DATA CURVE RADIUS DELTA ARC LENGTH­ C85 46,00' 11 — 71.84' C86 88.00' -32-72-2'24" 49.72' C87 8.00' 115'07'15" 16,07' C88 --E8 —00' 32'30'19" 49.92' C89 800 1133*29 2 1864' C94 MISLUL&Caa CQNTBQIL P-Q&Ts (DSTA. - 34.2+0187 (101.15* RT) -65—,00l 46*30'12" 1 71.42 =WALK =TROL POINTS 1 51,00' 43-2V03"1 38.59' STA. -342+08.78 (104.04' L T) STA. -342+91.39 (97.06' LT) EXISTING DRAINAGE STRUCTURES (TO BE REMOVED) (TO REMAIN) (TO REMAIN) STA. =338+63 STA, =339+02.601340+24,25 STA. -341+79I343+15 68 - 15 "RCP W1 MES & D91 48 122'*-36"RCP W1 MES 49 135'-24k361RCP W1 MES RIA4=20.14 (W)INV. - 16.9 7 (W)INV=1Z44 (N)IN V. - P (E)IN K - 16. 92 (E)IN V (S)INY-I&V 343 777 4-00 4+7 Ad� TO U.S. HIGH WAY I VVI/VIV L-/1/N11 SUPERMARKET — — — — -- — — — — — — — — — — — — — - - - - - - - - - ISii4G PVFC-Fb RCE MAIN —p—pro Location) — — — — — — — — — — — — — — — — — — — — P-' F-- 00 �-- 1'-- 0 -jk Z) . --i CN (N CN ON N nN�� (N to CN NN %0) (N to N Nin LO C'4 N ON CN4 N - N N CN - 837+00 338+00 039+00 340+00 341+00 NO. I DATE I DESCRIPTION REVISIONS DR/APP TV • 4 4 qaW kliq CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 dd I I CN Otto (N N N N N CN N .342+00 343+00 344+00 County _Road 512 STA 3364-50-00 to END SCALE; HORZ, 1 "=40' VERT. I "= 4 " VLIVEI? 0, 0 345+00 PLAN &PROFILE C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY - PROJECT NO. 9611A END PROJECT PHAc END CONSTRUCTION @ STA. 345+00.00 346+00 X CI W 18 16 1-4 12 &I 9649P5-3 "Tills to oil documents which bear the copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Mder, Inc. These documents are provided to the owner solely In connection with this project. Any other use or rouse of these documents or any reproduction, display, sole, or other disposition of these documents by anyone is expressly prohibited without consent of Mostelitr & Moler, Inc, pursuant to the Federal Copyright Law.* @2005, MASTELLER & MOLER, INC. DRAW CJF DESIGNED MFC CHECM SEM DATE 08/05 SCALE AS NOTED SHEET 20 of 89 STEPHEN E. MOLER, P.E. FL#33193 . DWG, NO 9649 PROPOSED DRAINA GE STRUCTURES (ALONG C,R.510 CONSTRUCTION BASELINE) p-7 STA. =11+40.00 (17,35' LT) D-8 STA. =11+4D,Do (1726' RT) REFER TO PLAN c�C' PROFILE PLAN SHEET 14 OF 89 TYPE P-6 INLET ' TYPE "P-6" INLET RIM-19, 33' RIM=19.26 2' 9 -�.,, (E)lNV.=16.89' (W)iNV-16.81 (15w) i (S)INV =16.81-- ..�. ...... �.... �� , 00 66, O PROPOSED DRAIINA GE STRUCTURES +89 4:`5 20,53 61.7 (REFER TO PLAN & PROFILE SHEET 14 OF 89) p s5. 13 N N'94.91 ` c�a r` 75 R ! 7 ,J.175 L 2 D-6 STA. -275+14.74 (51.00' LT) D-9 STA. =276+45.74 (58.42LT) + TYPE "P-5" INLET TYPE "J" MANHOLE (ALT.A S--30 H.P. CURVE,OAT REFER 4 S-30 STA. =275+40 00 (9A00' RT) S--33 STA. =276+32.66 (65.40' RT) '% 19.04 TO ET 1 dt ROF/LE I Z SHEET .14 0 ; 89 I U.9.1. TYPE "E INLET (ALTIS 4,50) TYPE J MANHOLE (TypJ cal) ' � a 1rn 9.60 4 20, 7 ( x S-3 STA. =276+2905 (108.44' RT) 5-34 STA. =276+67.83 (55.80 RT) � 20.53 -t-24. 16 D-6 z D.B.I. TYPE C INLET TYPE "J" MANHOLE (SEE SHEET 14 OF 89 21 -2 7. 7 7 -�-- +2 79 47,751 L INDIAN RIVER COUNTY FIBER IN FOR PIPE DETAILS) 1.47 RN 73.35 ; L CONDUIT W/ TRAFFIC SIGNAL CABLE co sF�n „ T HAN - � r :1 MATCH TO EXISTING ELEVATION _ ...... i f9. JO ZO ! y � � 70 ,F' S+ O TA 8+43.� N f9.96 STA, L 2490' LT �� II y v H.P. CONNECT 'To EXisnNG PAVEMENT + 24 �. J'r 2 �. `�' LIMITS OF CDNSMUCT/0N 2X + a4_00 �. • 9+00 - -f-00 2D.5I r 1 ----T - - 19.71 20.79 20.31 t9.56 � f N+ p �p STA. 75+92 87 + 2$ STA 8+43.43 STA.-10+00.00� -c ���� 20.59 RT. N PC J7 19.96' Al MATCH TO EXISTING ELEVATION Si... _ I ; ML : i i 1. EXISTING DRAINAGE STRUCTURES 5-33 (TO BE REMOVED) 20.69 20.5, 19 36'-30"RCP W/ MES `2.4 60 -W-ACCMP W/ MES 38'-24"ACCMP W/ INLET y 11 H.P. 14. 8 4, R 09, 16 R i 1. Q��O 24 126 -30 RCP W/ MANHOt ES 19.60 25 ^�- j' f 4. 1 S 30'-30"ACCMP W/ MES 28 (MATCH TO S-2) SHARK R MART 260'-24 "ACCMP W/ MES 6 2.36 i Q 9,75 Ra I i 75 21 30'-30"ACCMP W/ MES 29 220' 36"ACCMP W/ MES 25 20'-30"ACCMP W/ MANHOLES Q N f I 19.6D (�� (S SHEET 14 4F 89 " P W M S ' `-' PIPE DETAILS) 22 96 -30 RC / E 28 (MATCH TO S-4) S 30 -18 ACCMP W/ INLET _... . 26 S 34 1t .�^ F_ ♦C.J4 1 +82 ^ r R'Z R!1 A ' REFER TO PLAN & PROFILE PLAN SHEET 14 OF 89 RT, PGL LT, PGL 4 22 •❑ 1. 16 14 Iv - NO. I DATE DESCRIPTION ( DR/APP ._. REVISIONS r 0U0 n DD � + tp 00 N r- I! O II V_ N -I- Q rn II > Q w II > II II II II `t J LLJ w -_ < W >> a CL > a V) MATCH TO 5; � 0.97% -0.977 CL TING PAVEMENT a -1. OO90 30"RCP 0 0. lox FROM S-30 TO S-33 N(zR 9+00 En 4;WW�! 10 4 4 CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 �gIVER t r'Y OR IDN a ro-W.80OP-41D 10+00 PROPOSED GRADE LINE CENTERLINE OF DRIVE 0. 30"RCP 0 0.10X FROM D-6 TO D-9 County Road 512 SCALE: HORZ. 1 "-20' VERT. 1' "=2' MATCH TO --- EXISTING PAVEMENT INTERSECTION DETAILS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A N 35LF 15"RCP 0 0.23R FROM 5-7 TO D-8 WV.=15.00 12+00 cri • 0 20 4• GRAPHIC SCALE N X 16 9649-101-P3 -_ DRAWN CJ F ....�_ 'Title to all documents which bear the copyright of Mosteller & Molar, Inc. is vested solely in Mostslier & Mder, Inc, These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sole, or other disposition of these documents by anyone is expressly prohibited without consent o/ Mosteller & Molar, Inc, pursuant to the Federal - ... '� y =J _J � � �`"� DESIGNED MFC CHECKED SEM pp DATE 08-05 SCALE AS NOTED Copyright Low." .,� SHEET 22 or 89 STEPHEN E. MOILER, P.E. FL# 33193 ©2005, MASTELLER & MOILER, INC. DWG NO 9649 2 r TIE INTO EXISTING DITCH ELEVATION .1 CONST. 45t LF SWALE CONST. M.E.S. PER r F.D.0. T. INDEX 1273 WV.=15.26 ' CONSTRUCT 62LF 24"CAP 0 0.15X 24' WOE DOUBLE SWING GATE CONST. 6° HIGH CHAIN UNK FENCE -� PER FDOT INDEX*# 462 (TYPICAL) (T)PE B) PROPOSED PROPERTY LINE TOP OF BANK INVERT 11.00' , NO. I DATE DESCRIPTION DR/APP REVISIONS CONSTRUCTION EASEMENT CONTROL STRUCTRURE "C" h1AWRpLoie pr E5v,G1m° a Lac (AQpr®x CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 gIVE1� ^ `o ORIDN 12" STABLIZATION TYPE "B" LBR 40 (TYPICAL) EL, = 19.5 Wral DETENTION EL. 19. MATCH TO R'T X' SODDED (TYP,) EXISTING GRADE EL. 13.5 ' 1 EL. — 13.5 CONTROL qr: EL. _- 15,5 8' WATER 18' 244 DEPTH n �A+ 24' `*N--EL. — 7.5 s. s' wINE■�TION A —A N.T.S. POND •C" DETAILS C.R. 512 Improvements PHASE 3 INDIAN RIVER COUNTY-PROJECTN 9611A 3OLT NDEX 201 18' •04• :• GRAPHIC SCALE 12" STABLIZATION TYPE "B" LBR 40 (TYPICAL) W W ; MATCH TO .v EXISTING GRADE PROPOSED DRAINAGE STRUC I UKLS CONTROL STRUCTURE "C" MOD, TYPE "D" (SEE DETAIL THIS SHEET) RIM=18.90 WEIR=15.50 IN =15.00 (3.25'0 ORFICE) (S)INK=10.00 (N)INV.-15, 00 a GRATE EL. 18. SRO 8„ all etQl w 4'— 1 TQ 2-114" 2-1 2" CLEAR��- D 2" ( EYE BOLT NO O j SEE INDEX 201 zz WEIR / wz EL,-17.35 O Qw- ��za 3, 00'" OR ICE (� INV. =15.5 ¢ nwo �a "— 2" CLEAR #4 BARS 012" Ctrs, J SECTION 8-13 CONTROL. STRUCTURE 'C* MOD. TYPE D INLET (N.T.5.) 8„ I� �I CLEAR Q 2 WEIR EL. "-17.3 24"0 C.A.P. EYE BOLT SEE INDEX 201 INV.=15.35 24"0 C,A.P. a INV.= 10.00 2" CLEAR #4 BARS 0 12" Ctrs. SECTION C-C 964q.V—pWC DRAW TLD "Title to all documents which bear the copyright of Mosteller & Molar, Inc, is vested solely in DESIGNED 7GI 1 Hosteller & Hder, Inc. These documents are provided to the owner solely in connection with M this project. Any other use or reuse of these CHECKED�i i documents or any reproduction, display, sole, or other disposition of these documents by anyone Nj ' is expressly prohibited without consent of J5 � f v U DATE B - 05 Moetelisr & Molar, Inc. pursuant to the federal Copyright Low. SCALE 1'=40" SHEET 25 of 8q ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG No g64q r m » r k A PROPOSED DRAINAGE STRUCTURES E E-; TYPE "J" Manhole TYPE "J" Manhole RIM- 19.0 RIM=17,O (£)INV. = 14.50 (E)INV = 10.50 N (W)lNv,=f0,50 ,(W)INV,=�f4.5o IE D " " TYPE J Manhole ED RIM=17.0 (SE)INV= 12.50 TYPE "J" Manhole RIM=i7.0 (W)INV =12.50 (E)INV = 12.4� (W)INV -12.40 C PLAN GRATE EL. -16.50 241-1 -114"2-1 2" CLEAR O L2" EYE BOLT SEE IN!]EX 201 WEIR 14.5Q .....,�.,_.._ o 0 ra ORFICE O INV, 13.25 t w 2" O CLEAR #4 BARS 0 12" Ctrs. M tn SECTION B-B `d' 4 Nci W ZO .0 8„ 60 0 z° 20kW ROW + 2" CLEAR wok F24Jo WEIR,"_ 0 36"0 C.A.P. INV.= 10.06 36"0 C,A.P / A / C`D x 18.15 TYPE "J" Manhole RIM=17.25 19. (W))INVINV =9.811 CONTROL STRUCTURE T r, x 17.64 MOD. TYPE "D" (SEE DETAIL THIS SHEET) RIM=18.50 WEIR=14.50 INV =IJ.25 (4" 0 ORFICE) (E)INV =8.00 x 16.15 x 16.62 (N)INV.=10,06 �o x 17.98 0} ^�. k 16,98 x 17.98 ° x 16.45 "" LAAWHVti VIIir'tl tLVWU1 t • r Q. TOTAL TOTAL EXCAVATIONNET • • CY o n 18.48 - 17.88 x 18.19 x 19.48 PL W Iv w EL.-77.0 �l. A44 X Af4y X MAINT. PATH 15 " M,qr X M,q� X 8' x 17.27 x 15.31 11.87 14.55 x 14,82 /12.64 x 15.06 u WET RETENTION CONTROL EL,. =13.25' M� MAX EL. - 1.25 EL, s 1.25 SPX IVARIES I _ VARIES 815 ItMrVITNR► 4VIVZ TVt; IV1V eAxNFrfV1 PL I$ I MATCH TO EXISTING GRADE 154 MAI NT. PATH MUCT 216LF iP p o,10 SECTION A -A INV.-8.00 2" CLEAR N. T. S. -Iff4 EARS & 12" Ctrs. SECTION C-C D-20 CONTROL STRUCTURE "D• MOD. TYPE D INLET t DRAW TLB IVI1�ER P00`ND"D`DETAILS of M t or documents which beer the solely in M MASTELLER MOLER, ' N C . -0 of hteller er & er, Inc. is vested solely in oE��Eo 1 [C•- Hosteller & Mder, Inc. These documents ore ��� I ^= provided to the owner solely to connection with by this project. Any other use or reuse of these C�q(Ep documents or any reproduction, display, sole, or CONSULTING ENGINEERS C.R. other expressly prohibited of these documents by anyone 8-Q5 is expressly prohibited without consent of � J�-�j�� � 6 r�'0� DATE ~ Mosteller & Motor, Inc, pursuant to the Federal KMI CERTIFICATE OF AUTHORIZATION NUMBER 4204 * Copyright Law.'SCALE P' -w 40' NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * PHASE 3 SHEET 26 OF 8q REVISIONS (772) 567-5300 / FAX (772) 794-1106 ORID- INDIAN RIVER COUNTY- PROJECT# 9611A # ®2005. MASTELEER & MOLER, INC. ST E P H E N EC . M 0 LE R , P. E F L 3 319 3 owc Na g64q PROPOSED DRAINAGE STRUCTURES CONTROL STRUCTURE IV s ' -. _ + RT -*1$ STA. ,301+00.00 (f09.0O RT) » » STA. 299 T0.5T t 09.00 M 16 »» ( »» a •�� , R� StJRF,aCS OD. TYPE H (SEE DETAIL THlS SHEET) TYPE J MA H AL T A. 60 RIM=15,50 RA7YPE c INLET N° 1 0 0 50' 10of WEIR=14.50 GRATE'= t T.40 » R/M=t T.00 » rJ 18) !NV =13.50 (5.5» 0 ORFICE) (E)1NV.�f2.42 {f8) (N%NV -8.990(g4"" (E)INV.=8.00 .-. '.' 17 OF 89._PASTING {) (S)1NY.=8.99 (54 ,,. 4- �- _. _ _.. .. ROAD LIMEROCK OR TMATERIAL T° v=10,10 G R A P H I SCALE LE Coati NA ROCK LENTO T- 0 AC .. ,. �... --- - - .... _._ _._.....- TAMPER TO q5M DENSITY AT gbRi OF AA5TAT0 T-18O (MIND. ����tN� PATH SaCT'ON • • HOM0&ENEOUS %WRADE MIX STABILIZED TO F OAF 40 MMAX AND D1"N51COMfYPAGTEt? TO A MINIMUMT.S n, IFIc.ATlaas, N O W 10 J Cl N I. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL MEET THE SPECIFICATIONS UNDER THE " STANDARD SPEUFICATIONS FOR THE ROAD AND EIRIDGE CON5TRUCTION " h'=5.0� CONST, 6 HIGH CHAIN LINK FENCE ' • ' , (TYP.) = PER FDOT INDEX CHAIN TYP/I;AL BY THE FLORIDA DEPARTMENT OF TRANSPORTATION . . ( ) 2. TESTING AN INDEP NT TESTING FIRM SHALL SE RETAINED_By THE CONTRACTOR TO **.� J _ JA...,, ..� . a '^•*-,� STANDARD DIMENSION 04LE85 STATED OTHERWISE) N to _.. _. _. - _ _.. (3) SEE'- SHEET -T7 OF 89.__. FOR ROADWAY._IMPROVEMENTS_. .. ...._ . '-'�-.r , _, ' ! j - --"� Q__.._ � ._ _ ...� � . _._...._ .._...__._ . r , ....,.,,. _ - ._ , • s : - .. ._. _ _. _, . ,._ _.., SEE SHEET 17 OF -83 _. ::_::; E-1 C ... _ __ . _ F Rf:ROADWAY-.1MPR0VEMENM-,SE, SHEET ' TYPE 5-111 ASPHALT �,,..� TWAT i' MIN. ZZC4 e• t Ix TO i GRAOB 36"0 C.A.P. O " : $ 8 1.83" 1.83 �� ': ,• r ..". *-(-ir�j- �. _ _ _ _ _ : CONST, G H/CH CHAIN LINK FEN0E 4 WEIR 2" CI W PER FDOT INDEX 4f52 (TYPICAL) ; EL.=f4.5 t `-5.5 "� ORF'ICE {TYPE B) , 1NV• = 13.50 ^� — 36"0 C.A.P. 1NV.=10.10AI �! 7'8^ �► J a., 2„ C/ 1 TOP K e a INV.=8.00 i. `1O, pp ' ` � $E o f _ z ti 2,. CI _ � ._ ., ___ -24 '� tNIDE DOUBLE _ . F AN 0 8 8' #4 BARS SW/NG'GATE.+ `". f i : _. � "* •24� WIDE DOUBLE #4 BARS ' -. ; � '" , • --- - - -- -- _ — - - _ - - - - _. �. SECTION 0 - - .SECTION B B ..; . ,; F - (M\2] .02) 133�iis G�JdMjvis W EXS71NG PROPERTY N CONTROL. STRUCTURE •E• -T --.—I—T�I----� ----T— I MOD. TYPE H INLET (N. T. S, ) 964g3p_p*-2 DRAWN TL5 R1 Y E� ,r ,r "Title to all documents which bear the copyright - MASTELLER MOLER, INC. 0 POND E DETAILS of teller lar !c er. Inc. is seated solely in �( M / provid er & Melow Inc, y in connection documents with , �nI is prd to the owner sole) this project. Any other use or reuse of these CHE .SUM CONSULTING ENGINEERS z C.R. ��ff//aa /�/ ��y V��TT /�document s or any reproduction, display, gala• ro• p2 1 m`�/ Ves other dfs osttler of these documents b an noDATE 1� `���J/is expressly prohibited without consent ofQTOG Copyright Low.' Inc. pursuant to the Federal V J CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATE DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * �` PHASE 3 SCAB _ _ SHEET 27 of 8q N � (772) 567-530Q � FAX (772) 794-1106 �ORIDN ©2005, MASTELLER & MOLER, INC. REVISIONS INDIAN RIVER COUNTY -PROJECT# 9611A STEPHEN E. MOLER, P.E. FL#33193 DWGNd gro4q COUN NO. I DATE I DESCRIPTION �. lll�wlll �Iq Iw1 .1 !1 Iw REVISIONS F MASTELLER & MOLER, INC. ell.0 CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794--1106 U gIVE,R FOR MITIGATION VICINITY MAP C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY —PROJECT NO.9611A LEGEND W =WETLANDS U=UPLANDS CONCEPT- INDIAN RIVER COUNTY PRPOSES TO IMPROVE THE COUNTY ROUTE 512 RIGHT-OF-WAY FROM A TWO (2) LANE ROAD TO A FOUR (4) LANE ROAD FROM ROSELAND ROAD (CR 505) TO INTERSTATE 1-95. THE CR 512 PROJECT WILL IMPACT SMALL EXISTING WETLAND SYSTEMS ALONG THE ROUTE. IT IS PROPOSED THAT MITIGATION FOR WETLAND IMPACT BE IMPLEMENTED ON THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION STATE LANDS DEPICTED ON THE PLAN. "Title to all documents which bear the copyright of Mostelier & Maier, Inc. is vested solely in Mosteller & Moler, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Moetdier & Moler, Inc. purauont to the Federal Copyright Law. ©2005, MASTELLER & MOLER, INC. OWG# MITIGATION MAVOW P.H.N. DE99NED P.H.N. CHECKED S.E.M. " v Dam 8-05 SID" N, T. S. SHEET 30 OF 89 STEPHEN E. MOLER,P.E., FL#33193 I OWGNo 9649 U W A C� w.� t1> w W U \ U W w ORTH DITC - LUG U MITIGATION SITES U nw A U M U W v ITIGATION SITE #3 U 18.81 ACRES SOUTH DITCH P , (USE IMPORT FILL) -r'' U W W U \ -- - ` -- - ___--- - - EAST DITCH PI U 5 P T w NORTH DITCH PLUG :,, U T U \l\ w S MITIGATION SITE #4 2.677 ACRES \ W W SOUTH --EAST D I T H PL WEST DITCH PLUG U MITIGATION SITE w U MITIGATION SITE #2 i ` \ U 18.011 ACRES /. W CENTRAL DITC s �\ T P U \_ W U w U \ T U \ s 4J0 MITIGATION WORK CONTRACTOR SHALL COORDINATE AND ATTEND A PRE--CONST UC ON MEETING WITH THE "ST. SEBASTIAN RIVER STATE BUFFER .PRE RV co MANAGER, KEITH FISCHER, (407) 953--5004. ALL WORK COMPLE D A THE SITE SHALL BE OBSERVED BY THE PRESERVE MANAGER, W *THIS PLAN IS INTENDED TO DEPICT MITIGATION PLAN* WETLAND ENHANCEMENT SITES TO BE EXISTING WETLAND SYSTEMS WITHIN THE FDEP LANDS W IMPLEMENTED TO SERVE AS HAVE BEEN ARTIFICIALLY DRAINED VIA MAN --MADE MITIGATION FOR THE COUNTY ROUTE DITCHES ADVERSELY STRESSING WETLAND HYDR - 512 (ROSELAND ROAD TO 1-95) W-- �. PERIODS. MAN-MADE DITCHES WILL BE PLUGGED AS WETLAND IMPACTS. -- - -`"f -i o DEPICTED ON THIS PLAN TO ELIMINATE MAN-MADE DRAINAGE AND TO RETURN WETLAND HYDRO -PERIODS W TO MORE NATURAL CONDITIONS. U 0 Q� LEGEND UPLANDS ®WETLANDS W U r � ®WETLANDS(TO BE ENHANCED) ENHANCED ------- NATURAL CHANGES MITIGATION WETLAND MANMADE DITCHES SITES AREA U TRAILS 177� DITCH TO BE ABANDONED # 1 3.21 ACRE r DITCH PLUG 2 18.01 ACRE N N E # U WETLAND CREATION ZONE # 3 18,81 ACRE33 PIEZOMETER SITE* # 4 2.68 ACRE P�� O STAFF GAUGE SITE* 42.71 TOTAL W SAMPLING TRANSECT _ WATER LEVELS TO BE MEASURED MITIGATION SITE #3 MONTHLY BY COUNTY REPRESENTATIVES AS PERMITTED. IN ADDITION TO DITCH PLUGGING WORK, - U CONTRACTOR SHALL PERFORM CLEARING MITIGATION SITE 4 ►, AND GRUBBING WITHIN MITIGATION SITE #3 w 2 PVC WIT ROD TO ACCOMPLISH REMOVAL OF ALL EXOTIC U 100' M VEGETATION INCLUDING WAX MYRTLE. W (� EXOTIC VEGETATION SHALL BE CLEARED W UTILIZING A SEVERE RIGHT-OF-WAY C TER W 2" PVC OR OTHER APPROVED EQUIPMENT. C ACTOR MAY LEAVE ALL CLEARED MATERIA PLACE w U 0 W \ W SOU T --EAST DITCH PLUG �. USE IMPORT FILL) U W w IN U W W W w w U NO. I DATE I DESCRIPWN R'E.VI S I (DNS M M MASTELLER & MOLER, INC. M ^, CONSULTING ENGINEERS - CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794-1106 W W� U U U W t t U L ■ M U W DITCH PLUGGING 1, TO DECOMPOSE. 2. 36" R TRANS QT ENDS NOT TO SCALE TRANSECT LINE DETAIL TRANSECT LINES SHALL BE POSITIONED IN THE FIELD BY CONTRACTOR WITHIN 15' OF AND PARALLEL TO EXISTING WETLAND / UPLAND LINES FOR A MINIMUM LENGTH OF 100', ENDS OF SAMPLING TRANSECT LINES L BE SECURELY LOCATED AT EACH SITE WITH A 36" DRIVEN ROD AND C PIPE, WETLAND/UPLAND LINE w Q n III UNLESS OTHERWISE NOTED - CONTRACTOR SHALL UTILIZE ADJACENT ON SITE MATERIALS TO COMPLETE DITCH PLUGGING WITH MATERIALS DESIGNATED NOT TO SCALE AVAILABLE BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SITE MANAGER, KEITH FISCHER. IMPORT FILL WHERE REQUIRED SHALL BE PROVIDED BY THE CONTRACTOR FROM OFF --SITE SOURCES AT CONTRACTOR'S EXPENSE AND UTILIZED WHERE DIRECTED, NOTE ALL PIEZOMETER, STAFF GAUGES AND TRANSECTS LOCATIONS SHALL BE APPROVED IN THE FIELD BY THE ST. JOHN RIVER WATER MANAGEMENT DISTRICT MITIGATION WETLAND IMPA%,^..fTS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A PROPOSED CONSERVATION AREA PROPOSED PARCEL TO BE ACQUIRED AND RECORDED AS A CONSERVATION EASEMENT BY INDIAN RIVER COUNTY. CONTRACTOR TO REMOVE ALL EXOTIC BRAZILIAN PEPPER AND CAROLINA WILLOW VEGETATION WITHIN CONSERVATION AREA AND REPLANT WITH CYPRESS AND/OR MAPLE TREES. DWG# MITIGATION 1 DRA* P.H.N. "Title to all documents which bear the copyright of Mostelier & Maier. Inc, is vested solely in DESIGNED P.H.N. Mostelier & Maier, Inc. These documents are �ee..+......,.�..--- provided to the owner solely in connection with - this project. Any other use or reuse of these Ar CHECKED S.E.M. documents or any reproduction, display, sole, or other disposition of these documents by anyone ^ " is expressly prohibited without consent at , s ih`i "- "� DATE 8'"-V/� .5 Most ller & Maier, Inc. pursuant to the Federal Copyright Low. SCALE % 0=400' SHEET 31 of 89 ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER P.E., FL#33193 owcNo 9649 STATION; 260+00 CUT AREA (SF) = 91.26 FILL AREA (SF) 11.63 CUT VOLUME (CY) = 223.76 FILL VOLUME (CY) = 114.02 CUMULATIVE CUT VOLUME (CY) = 1117.52 CUMULATIVE FILL VOLUME (CY) = 143.43 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0.00 STATION: 25 9+ 00 CUT AREA (SF) = 135.12 FILL AREA (SF) = 1.38 CUT VOLUME (CY) = 419.22 FILL VOLUME (CY) = 24.09 CUMULATIVE CUT VOLUME (CY) = 893.76 CUMULATIVE FILL VOLUME (CY) = 29.41 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0.00 STATION: 258+00 CUT AREA (SF) = 121.13 FILL AREA (SF) = 1.49 CUT VOLUME (CY) = 474,54 FILL VOLUME (CY) = 5.31 CUMULATIVE CUT VOLUME (CY) = 474.54 CUMULATIVE FILL VOLUME (CY) = 5.31 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0.00 Fri 1 124--- —100 1 1 CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO, DATE DESCRIPTION oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794---1106 T 0t%1 6ir_i% IT pr_1 26 0+ 00 CONSTRUCTION BASELINE 258+ 00 CONSTRUCTION BASELINE Q_ County Road 512 SCALE: HORZ. 1 "-10' VER T. 1 "= 4' PT PrZl RT. PGL CROSS -SECTIONS C,R, 512 mly-%rovementsG` PHASE 3 INDIAN RIVER COUNTY- PROJECT# 9611A 28 26 24 22 ,20 - fit 16 14 12 100 28 26 24 22 20 18 16 '14 V _..._ i, 12 E I` R 4' 10 T 0_ 100 C2t► A HORIZONTAL L 8 0' 1O' 20' GRAPHIC SCALE 9649P3CS2 DRAWN TL5 "Title to all documents which bear the copyright of Mostelier & Maier, Inc. is vested solely in DESIGNED seM Mosteller & Maier, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED se i documents or any reproduction, display, sole, or j�N n# +0 2 � other disposition of these documents by anyone is expressly prohibited without consent of .. ,��- - - DATE 8-05 Mosteller do Maier, Inc. pursuant to the Faderal Copyright taw. scau� AS Nt?TED SHEET 42 $q ©2005, MASTELLER & MOLER, INC. ST E P H E N E . M O LE R, P.E. F L#3 319 3 DWG Ho g64G Ll STATION: 266+00 CUT AREA (SF) = 18.52 FILL AREA (SF) = 78.96 CUT VOLUME (CY) -= 50.85 FILL VOLUME (CY) -= 337.44 CUMULATIVE CUT VOLUME (CY) = 1467.20 CUMULATIVE FILL VOLUME (CY) = 2007.06 CUT AREA OF UNSUITABLE MATERIALS (SF) = 430.22 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 1488.56 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 6361.56 STATION; 265+00 CUT AREA (SF) = 23.98 FILL AREA (SF) = 61.13 CUT VOLUME (CY) = 78.70 FILL VOLUME (CY) = 259.43 CUMULATIVE CUT VOLUME (CY) = 1416.35 CUMULATIVE FILL VOLUME (CY) = 1669.61 CUT AREA OF UNSUITABLE MATERIALS (SF) = 389,13 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 1517.31 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 4873.00 STATION: 264+00 CUT AREA (SF) = 20.07 FILL AREA (SF) = 78.84 CUT VOLUME (CY) = 81,57 FILL VOLUME (CY) = 245.74 CUMULATIVE CUT VOLUME (CY) = 1337.65 CUMULATIVE FILL VOLUME (CY) = 1396,72 CUT AREA OF UNSUITABLE MATERIALS (SF) = 382.68 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 1429.28 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 3355.69 26 24 22 1 1 mill MLS -60 -80 -60 EXISTING UNSUITABLE MATERIALS —J TO BE REMOVED (Hatched Area Typ.) m -20 266+00 CONSTRUCTION BASELINE 26+ 00 CONSTRUCTION BASELINE LT. PGL —40 ' -20 EXISTING 20" 0 WATER —MAIN --� CONFLICT WITH DRAINAGE SEE UTILITY ADJUSTMENT (SHEET U 11 OF U 11) E 20 RT. PGL m 264+00 CONSTRUCTION BASELINE 1 T AF�I C 0 60 m 0 8o 20 24 22 - 20 1$ 16 14 12 100 26 Z4 22 20 1$ 18 14 1002 26 24 Z2 20 16 16 14 1-1� —80 —60 —40 —20 0 20 40 60 _ so 1002 V 6 E 1 C 2. A HORIZONTAL L , 0 County Rona 512 Q' _ ,141 20' SCALE: HOR-GRAPHIC SCALE VER TT. . 1 "� 4* 9649PJCS2 DRAWN TL5 .. .. MOLER, R 1 • E<[ "Title to all documents which bear the copyrightG+GMTELLER INC. �"YO ®SS—SECT'ONS of Hostetler & ler, Inc. is vested solely inDESIGNED Se 1 � MvsteOer & Mder, Inc. These documents are � pp� provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED m CONSULTING ENGINEERS ,�Imnrovements512 documents or any reproduction. display, nt oroA�Et�J other disposition of these documents by anyone ® ,,,� M expressly Molar, Inc. without consent al ` Q rC Hosteller h Mder, Inc. pursuant to the Federal ,�, � � 1 � a�M1�¢ � V —Q5 FM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright law" PHASE r SC" AS RIOTED No. DATE DESCRIPION oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 3 / 1�j ___ �' SHEET 44 OF 5q V)�..�' I C� N S (772} 567-530® l FAX (772) 794—� � 06 `��RIDp' cQ2Q05, MASTELLER & MOLER, INC. R E INDIAN RIVER COUNTY- PROJECT# 9611A STEPHEN E. MOLER, P.E. FL#33 1 93 IOWG NO g64q 1 STATION.- 269+00 CUT AREA (SF) = 47.14 FILL AREA (SF) = 54.53 CUT VOLUME (CY) = 132,41 FILL VOLUME (CY) = 324.50 CUMULATIVE CUT VOLUME (CY) = 1715.50 CUMULATIVE FILL VOLUME (CY) = 3067.35 CUT AREA OF UNSUITABLE MATERIALS (SF) = 246.18 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 1057.43 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 9884-98 STATION: 268+00 CUT AREA (SF) = 3.25 FILL AREA (SF) = 119.77 CUT VOLUME (CY) = 93.31 FILL VOLUME (CY) = 322.78 CUMULATIVE CUT VOLUME (CY) = 1583.09 CUMULATIVE FILL VOLUME (CY) = 2742.85 CUT AREA OF UNSUITABLE MATERIALS (SF) = 355.93 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 1115.02 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 8827.56 Ki Fp� 1 .......... * .............. -- -------- . ..... .. . ....... .. ....... . . . . . . . . . . __1_._­____W\;/ ....... ......... _/. ............................................................" ...­*.....,......,...*,...1...1!....1,....1....1,.....-,.....*.....*...:.1.....-,.....*...".. ...1*....1,. ...1*....*,....1,....­,.... .,..*..,..,.....*....,....,....*............................... ....................................................... .......................................................................... .........................................1.......1...1.......1. . ............. f.. .. . .*16 .......................................I.........................4.............. .......I.,... ..:...I.......................................................................................... ............... ...... ........... ..... . . ............... ......................... ............................ Z., 14- -- ------------------- ------- EXIS77NG UNSUITABLE MATERIALS EXIS TO BE REMOVED (Hatched Area Typ.) 12 100 0­80 -50 -40 -20 t 269+00 CONSTRUCTION BASELINE 20"0 WATER -MAIN I 0 267+00 CONSTRUCTION BASELINE rt 20 a 26 24 22 20 is ­14 12 100 rrvrr.... .. ....... . .. . ........ ..... . ........ ...... . . . ....26 6.00 y . ......... ......._I _ ._ _ _., _ _ _- __ -_., _ 24 22 10.0 21 0) 0- 20 - ------ --- . . ........ ..... ........ is .......... \ - ----- ----- ----- ----- --- -- ----- ---- ............ .......... 14 12 60 so 100 mvvv TNVVV ....... .... .............. . ............ - ------ 26- -26 S TA T/ ON: 267+00 �6,01' 78.98' 61.01 58.08' CUT AREA (SF) 8.9.4 775 6.00' 24 00 24- ­ ---- ------- ------ 14.-00` tin FILL AREA (SF) 103.26 I r:jw 16. Od' --'12.00"- 12. 00 16. 00' CIO l C) C\4 6. 00' kz to CUT VOLUME (CY) 22.57 �0 I i 1 CID ----------- ------ -------- 22 ------ ------------- CN FILL VOLUME (CY) 413.02 (Z) 0.02 C�I CN 0. 02 i CN R !0.02 cN N0.02 00 CQ OOJ 1489.78 0.02 0.03 CUMULA T1 VE CUT VOLUME (CY) ;r. 20 20--------- LID CUMULA T/ VE FILL VOLUME (CY) 2420.07 ........... ....... L .......... ................ CUT AREA OF UNSUITABLE MATERIALS (SF) 373.60 4- ..................... .................. ....... ............ ........... .................. . . . ....... . . ....... .............. . . ........... .................... .................. ........... -, .............................. 7_� ...... *.*.*.* ..................... x.. ............ .... ............... ................................... ....................... . . . ... CU T VOLUME OF UNSUITABLE MATERIALS (CY) 1350.98 i 1 1 i I ...................... ................... ....... ....... .... ................. ....... . .................. .. X".7, ­*­*­***­ ... ­­ .......... ......................................... ........... ...... . . ................. . ......... ................. ................... ` ..... . ....... .... ... ............. 11 ........... .................... *-*.,-.,.*.-*.-*-.-'-'.-*.,,-'-*.-*-.-',-.-.-.*-'.-.-.-,-.-.-.-.-.-.-.-.-.-.-.-.,.- ....... ....... ..................... ......... *...\ ............ *.*,'.',*.**.'.'.*.'.*.,.*.,.*.,.,.,.*.*.,.*.*.,.*.*.*.*.*.,..*.,. v .. .... .. .............................. I .... I ......................... ........ .... ........... ..................... 1.1.*.*.*."*.,.*.,.*"."*.,.*.,.,.,.*."*� CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 7712.54 /.*:.,::::::::.*:::.:..,::::.,�i�iii��.."ii.-�i.*�.,.,*�.,."*i�*.i.*-**-*.iii�iiii�i.-i.--*.�.-i.**.*-::::::...::!e.*.,.*.*.*,.,.,.*.,.*.*.*",.*.",.*.,.*.*.,.,.,,*,*.,.,.,.Ie.111.1*.,.,.*I,..I.....1,4...........I...I.......•I ........ - ............... ....... .... ............... I ....................... ............................. ................................................ .............................................. . .......................... .... ....... ................. .......... ........... ... _71 . *. 1%7. 1 1...,....."..,. 1.., 1 ..... ....................... .... ...... ....... . t ....... ...... . ... .... .. .. ... . ..... ............ ..... ...... ... . .................. -1 . ....... ... . . ..... ... 16 ............. .............................................,..,......................... ........ ................................... ........................................................................... I .. ............. . . . . . ...................... .................. ........ ..... ............................... ........... ................................................................................................ ..... ............................................I............................. ..... .*..".*..,..*..*..,..*..*...*..*...*."....*...*...., .*..,..,..,=. .!.*.................. ...................... ..... .... .................... J. t-A, 0 FORCE -MAIN EXISTING UNSUITABLE MATERIALS EXISTING 20"o TER -MAIN V TO BE REMOVED (Hatched Area Typ.) 12 _11 R 12 E i0o so -60 -40 -20 0 20 40 60 so 100 R T A HORIZONTAL L I------- ­­ � W -County Road 512 09 1 of SCALE: HORZ I"-10' GRAPHIC SCALE VERT. I "- 4' 9649PJCS2 DRAW TLB 1�1 IVER 'Title to all documents which bear the copWight M of Mosteller & Moler, Inc. is vested solely in DESONED SEM T ELLER & MOLER, INC. CROSS-SECTIONS Hosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project ' Any other use or rouse of these 1000% CHECKED Sem documents or any reproduction, display, sole, or v-3 other disposition of these documents by anyone dee < is expressly prohibited without consent of 8-05 CONSULTING ENGINEERS C.R. j12 Imy-trovements Mosteller & Maier, Inc. pursuant to the Federal 3 2006 DAW MA CERTIFICATE OF AUTHORIZATION NUMBER 4204 F Copyright Low." JAMI -9, (3 SCA1 AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 sHEET 4.5 w 5q INDIAN RIVER COUNTY- PROJECT# 9611A WG REVISIONS (772) 567-5300 FAX (772) 794-1106 OR10- @2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 ONO =64q STATION; 272+00 CUT AREA (SF) = 46.68 F 89.45 FILL AREA (SF) CUTVOLUME Y V M C 324.26 ( ) 322 4 FILL VOLUME (CY) 248.39 CUMULATIVE CUT VOLUME (CY) = 2322.61 CUMULATIVE FILL VOLUME (CY) = 4077.76 CUT AREA OF UNS UIT ABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CY 10486,52 ABLE MATERIALS F N UI T U S 0 CUMULATIVE CUT VOLUME _( � STATION; 271 +00 CUT AREA (SF) = 40.85 FILL AREA (SF) = 100,67 CUT VOLUME (CY) = 162.09 FILL VOLUME (CY) = 352.07 CUMULATIVE CUT VOLUME (CY) = 1998.35 CUMULATIVE FILL VOLUME (CY) = 3829.37 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) _ 10486.52 STATION: 270+00 CUT AREA (SF) = 23.36 FILL AREA (SF) = 120.70 = ? .76 T VOLUME Y 20 GU OL E (C) FILL VOLUME (CY) = 409.94 CUMULATIVE CUT VOLUME (CY) = 1836.26 CUMULATIVE FILL VOLUME (CY) = 3477.30 CUT AREA 0 FUNSUITABLE tTA LE MATERIALS IALS (SF) ) -324.83 MATERIALS C Y -= 601.54 N UI TABLE E M 0 FUs T VOLUME ( ) CU Y 10 486.52 RIA C F UNSUITABLE I TABLE MATERIALS 0 U S VOLUME ( ) CUT CUMULATIVE NO. DATE DESCRIPTION REVISIONS 2 72+ 00 CONSTRUCTION BASELINE PROPOSED LT. PGL RT. PGL RO Rp _.. _.. R W R W-26 28 ---------- __........_ _..._ _..._ .. 86,85 Z 81.92 6 98, ( W 1 w I 75.25' 8.00'-�--T-- -- 42.00' 13.75 13.21 6.00 30.54 2 w _ 12,00' 0"--- 6.44' .I i 1 Q 00 1 a. _ ,_... _.._... y_} _.. rn. _ 69' C)) LO N I N (J I __..__ .. .._._ .__ _._. ___ __.. _.._.._ _ . ______ __. __ .__ . 0..02. �- 02 3 ; W 0.0 3 ' 16 _..... ..... .._... L. ; ........_ . _. EXISTING ,20" 0 WATER - IbMAIN 1 ---- 4-EX1STiNG 12" o FORCE MAIN I __. . y : 12100 + -60 -40 -20 0 20 40 60 14 mm MLA PROPOSED 28 _._ ...... �-- ROW R A WIC i y; 24 22 ti cp � o l ; 0, co N 1 8 i� i I i 18 i 1 t t I i i ( i i 14 _ .. _.., _... _.. _......... _ ... 3 19-97 I" c 12. -1 � M IMJ MASTELLER & MOLER, INC. CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794-1106 1 T Orl -40 271+00 CONSTRUCTION BASELINE 0 270+00 CONSTRUCTION BASELINE 20 6 0 0 N i i 6 0 o O O O 0 I N N I N 0.03 0 02 ti: ; , i R � o N 12 �^�.. XIS G E r r e., ..+. ... .... ...... .. . ...... ,..._. ...,...__. .. .- _.. ... __.. -J. FtJJ JS .StS+hVFdS•'AS nlr s:r nr. `� <a ,.r, •r• „rrh h,t n r,• J,t ,',S SL '. ..t, .. , 'dht., 'fh,,.JJF{uuJr .diV.Lt' . ._.... ,e„ Jh+Jh,Jd:VASV.J., hi �` / !{Jj •T t VN,SLYht,t., JJ L:: FF ::::. Y:1^.:::::::^.:5�:{':'a::^::'.�:'a::::'::'aa::: ' - • �i ,.,.traFt+Jr......oJ _.,......_ i_ .__ .. - EXISTING U� TO BE REM -40 -20 0 20 County Road 512 SCALE: HORZ. 1 "-1 O' VER T. 1 "= 4' M& .....__.............._...{.♦._...i......... ........ ....... ...,._..,,..,,_._..T' Iw _......... _ -F,, ...y ._................. 22 Iz Io I 16 I 1 - __ ._ ._. ,........ 1 14 I _ 12 $o 100 80 a6 24 22 a0 18 16 14 12 100 _ ........... CIO O O _... ..... _ .. _ ........ ....._ - 03 '1 20 Iw ................... ::............: .............,.... a I S, e:J.V..JJA.S,A� � A. hJ - SS<�S VntV.tS,SSV.,.t dh'. SS . t J 1SLS;S'4 V.V. hStYhS:°{«s+JNO.J h,t , S 1 ':4.': :.L:: ::1::;, I . • hLY :' i 14 .... TABLE 11AATERIALS --� ��• � (Hatched Area Typ.) 12 40 60 so 100 CROSS -SECTIONS C.R. 512 Improvements PHASE 3 INDIAN RIVER COUNTY-PROJECTN 9611A V ' E R� T i C' A. HORIZONTAL L 1 0' 1 Q' 20 GRAPHIC SCALE 9649P3CS2 DRANK TLB "Title to all documents which bear the copyright of Mosteiler & Maier, Inc. is vested solely in DESIGNED Se 1 Mosteller & Maier, Inc. These documents are provided to the owner solely in connection with a , this project, Any other use or reuse of these n 1 CHECKED Se t documents or any reproduction, display, sale, or other disposition of these documents by anyone a �t Is expressly prohibited without consent of DATE a'•"y5 Mostelier & Moler, Inc. pursuant to the Federal yri Copght Law." scAa AS NOTE-0 sHEET 46 c $cl ©2005, MASTELLER & MOLER, INC, ISTEPHEN E. M O LE R, P. E. FL# 3 319 3 DWG NO g64q LT. PGL RT. PGL , 26 _ _ . _... a- 76; 02_ . 88.9�- 2 STATION: 275+00 - _ 1,2' 1.s1 E w ; 66 0' i i 6.0 1 28.00 , ....� CUT AREA (SF) 211.62 24 y l ..._. 8 00.- A__ __ 13 80 �1 08 24 FILL AREA (SF) = 35.56 Q I ; ! ; ,.�..,.. 14 14' Q . _ .._s,.:� s. oo; i <c 6.00' W 16.oa 1zoo �, 12.00, 12, 0 17,08 1 89 . I 39. �.. CUT VOLUME (CY) _ ._ . ._ _. _ _ __. .� ._ ._ ._ _ _ � I i i � I �. 22 FILL VOLUME (CY) 1281.41 4 i 41 ! 4o i �; t o o N+ .. �'� N0.02`�' C' r. I i d 1 , � , o i , N� N 0. N ��o i -�--..,... 022, cis 3546.7fi . L _,. a� . __. _. _... 0 -03 _ CUMULATIVE CUT VOLUME (CY) - 20 .. __ __.___. __ � .___.. _. _ ___ .. _, . __.. __ , __..-- _ 0, 0 _ - F r c� -_ � 0 2..rn. i Z CUMULATIVE FILL VOLUME CY 5837.13 - -' . r i 1 4i 1 i ' 1 .: i i ' _...__.._ .._.._ .. _.- .. _._ _..._..._. _ __.._._._._.__------ CUT_,_ ......_..._..._.__. CUT AREA OF UNSUITABLE MATERIALS (SF) -- 0 18 _._........... _ . _.,._ _.._ _ � _ _.._ _ _.,.,._ ._ ...__.. -- _ -_ ..._ _. _ .__.-_---_.._ _._ .._... , VOLUME OF UNSUITABLE MATERIALS (CY) -= 0 ' , i 1 i , i 1 , i MAT RIA S CY - 10486.52 CUMULATIVE CUT VOLUME OF UNSUITABLE E L ( ) i6 PRQPOS D 24"O RCP DRAT AGE i EXISTING 12 0 FORCE -MAIN ___----_.-__- _._-__--.__._ .__ __. _.__ _ __ _ __ _ ..__ _..._ __ __ .____ _. _____ __ _ _._ __.______L_______ _ ._ .__.__.__.__.___-.-.------.__.__.__- _:____---_..__._ ._ ___---.____._____. 14 (� - `-XIS1`ING 2a"0 WATER- AIN 1 ; 1 I i � t I i. i i : 1112 -1W A� 40 ��TV �2® 0 20 4 60 s0 , 1 0 STATION: 2 74+0 CUT AREA (SF) = 54.69 FILL AREA (SF) = 88.93 CUT VOLUME (CY) = 493.17 FILL VOLUME (CY) = 230.54 CUMULATIVE CUT VOLUME (CY) = 3154.87 CUMULATIVE FILL VOLUME (CY) = 4555.72 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 18 16 14 PROPOSED ROW �Tl PROPOSED Rnw r Zrcl Rnw L T. PGL LT, PGL 274+00 CONSTRUCTION BASELINE 2 73+ 00 CONSTRUCTION BASELINE q_ R T, PGL RT, PGL ROW 80 26 24 22 20 18 16 14 12 10 100 - - - 88: 98 ._._ 24 STATION 273+00 _ .._. 8# g2 24 • W I 1.98 _ 61 02 ' 75.25 6.00' 1.75 68.98 CU T AREA (SF) = 128.42 I -- a. 00' _ f - 42. ao' ---- ' 13.75' ---- 52. 00' JO o' _ FILL AREA (SF) = 44,68 I 1 16. oo' =r-- 12. ao 12. oo o �, N s: oo 14. 00' ---»-- 12. oo' 12. 00 s; oo` 0 WLID CUT VOLUME (CY) _ 339.0900 i o rn N 67t+� 69,yt _ o N ... _.. . .. .. .... . ... ...--- _ .-.-- --.....__.. _ ._._ _ _ ..... _. __, ..._------ 0 n 0, 02 , ��. _.. __. _ ; _ _._ _� .. _.. t_N� FALL VOLUME (Cy) -247.43 . az i �- o I 0. 02 I 0. ` ° o. 03 Pao � I Z CUMULATIVE CUT VOLUME (CY) 2661.70 v a a 3 1 l U i 1 CUMULATIVE FILL VOLUME (CY) --- 4325.19 I . i CUT AREA OF UNSUITABLE MA TERIAL S (SF) 0 ~ I i -�.✓ 1 CUT VOLUME OF UNSUITABLE MATERIALS (CY) -- 0 I , CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) -- 10486, 52 1 -------_____...1. __._ ._.__ _ _ __ _ . _ _ _ ._ _. _.___y-EXISTING-12"_FORCE--MIN-_.__._____.___ _. __. _.____ ______._ 1 _____._.____ 14 I EXISTING 20 WATER MAIN -� PROPOSED 18"t6 RCP DRAINAGE CONFLICT WITH DRAINAGE I CONFLICT WITH DRAINAGE 12 _ SEE UTILI Y ADJUSTMENT SEE UTILITY ADJUSTMENT 12 -100 -80 -60 -40 -20 0 20 40 60 80 100 v" E R 4+ T C 2' A HORIZONTAL L C 00__ 10' 20' County Road 512 GRAPHIC SCALE SCALE: HORZ. 1 "=1 O' VER T. 1 "= 4' 9649P3CS2 tt�L� oRAw►r TL5 - (4�� �,1 Y L' R /� "Title to all documents which bear the copyrl9htM QG - .... MASTELLER �h MOLER, INC. �V CROSS -SECTIONS of Hosteller At Mere Inc. is vestal solely in DESIGNED J�iM Hosteller & e ow Inc. These documents are Q+� � g thisproproded to me owner other elyuse in connection with CHECKED JFI I b° 1 this meats . Any other use or reuse of these Q NS LILTING ENGINEERS z C �. ��lmyNrovementsdocuments or any reproduction, display, sale, or � : 6 2006 DATE other disposition of these documents by anyone { �y [� ® M expressly prohibited without consent of ai .t\ .J �i,,,,�ng '< • • Hosteller elf Maitre Inc. pursuant to the Federal �/ v . Copyright taw.' 1 11/25/05 REVISE 273+00 DUE TO RTL EXT, PER IRC COMMENTS TB/SEM4M CERTIFICATE OF AUTHORIZATION NUMBER 4204 AS NOTep No. DATE DESCRIPTION DR/aPP 1655 27th STREET VER© BEACH, FLORIDA 32960 * R.•. PHASE 3 (772) 567-5300 FAX (772) 794-� � 06 �ORID� ©2�05, MASTELLER & MOLER, INC. �aT �� � �� REVISIONS INDIAN RIVER COUNTY- PROJECT# 9611A STEPH EN E. MOLER, P.E. FL#33193ADAcNo g64q ,STATION: 278+ 00 CUT AREA (SF) = 168.80 FILL AREA (SF) = 56.92 CUT VOLUME (CY) = 572.76 FILL VOLUME (CY) = 273.78 CUMULATIVE CUT VOLUME (CY) = 4918.81 CUMULATIVE FILL VOLUME (CY) = 7510.09 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 STATION: 277+00 CUT AREA (SF) 131.41 FILL AREA (SF) .= 21.12 CUT VOLUME (CY) -= 555.94 FILL VOLUME (CY) = 144.52 CUMULATIVE CUT VOLUME (CY) = 4346,06 CUMULATIVE FILL VOLUME (CY) -= 7236.31 CUT AREA OF UNSUITABLE MATERIALS (SF) -= 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486, 52 i STATION: 276+00 y CUT AREA (SF) _. 0 FILL AREA (SF) = 656,40 CUT VOLUME (CY) = 243.35 FILL. VOLUME (CY) = 1254.67 CUMULATIVE CUT VOLUME (CY) = 3790.11 CUMULATIVE FILL VOLUME (CY) = 7091.80 CUT AREA OF UNSUITABLE MATERIALS (SF) -= 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 G . T AAr 278+00 CONSTRUCTION BASELINE 277+00 CONSTRUCTION BASELINE r r!. �_W7 j STA. 275+92.87 (REFER TO C.R.510 & C.R.512 INTERSECTION PLAN) (SEE PROFILE SHEET 23 OF 89) County Road 5122 SCALE: HORZ, 1 "=10, VER T. 1 "= 4' MaMM MASTELLER & MOLER, INC. � RIVER Coo CROSS -SECTIONS ¢� G CONSULTING ENGINEERS z � � � C.R. - 512 Improvements CERTIFICATE OF AUTHORIZATION NUMBER 4204 PHASE 3 N0. DALE DESCRIPliON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * � REVISIONS (772) 567-5300 FAX (772) 794-1106 �ORIDA INDIAN RIVER COUNTY- PROJECT# 9611A 28 26 24 22 20 18 v E R 4' T 1 C �• A HORIZONTAL L 410' 20' GRAPHIC SCALE 9649P3CS2 DRANK TLB "Title to all documents which bear the copyright of Mast ller & Molar, Inc. is vested solely in - DESIGNED SEG►q t Most liar & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED SEM documents or any reproduction, display, ado, or other disposition of these documents by anyone -. Is expressly prohibited without consent of Mosteller & Molar, Inc. pursuant to the Federal Arm DATE V V Copyright taw." ! V�q [ i:I j SC" AS NOTeP - SHEET 48 OF $q ©2005, MASTELLER & MOLER, INC, STEPH EN E. MOLER, P.E. FL#33193 DWG Na g64q STATION: 280+ 00 CUT AREA (SF) = 138.58 FILL AREA (SF) = 98.57 CUT VOLUME (CY) = 803.04 FILL VOLUME (CY) -= 315.59 CUMULATIVE CUT VOLUME (CY) = 6238.65 CUMULATIVE FILL VOLUME (CY) = 8176.59 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 1 FF T4ei STATION. 279+00 CUT AREA (SF) = 140.49 FILL AREA (SF) = 90.92 CUT VOLUME (CY) = 516.80 FILL VOLUME (CY) = 350.91 CUMULATIVE CUT VOLUME (CY) = 5435.61 CUMULATIVE FILL VOLUME (CY) = 7861.00 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 =[.M 280+00 CONSTRUCTION BASELINE —z® 2 79+ ®0 CONSTRUCTION BASELINE ROW L T. PGL 1 8?, 0o' i ? 9.7 5 i 5 DD 8.00 —16.00,' — --12, 00' 12. OD'-r--14.00' E I r, 001 i - ___.�...._to b 1 0) 4.25' N N 6 � i csi o .s- i o a� f— � z 2 n i � D.0 26 24 22 20 18 16 14 12 UN R is PGL ...._ _ ___ _.._ __..__._____ __.___.__.__. _ .. __ ____.._ _. _ ' { 26 ?so.s� 64.11' Q0 6.D0 , I 3D,QQ' { 12.00. 6.00' I Li vi 22 rn i _ F c„ _. _ _ 20 �; o. Q2 I Z _ Q _ _ .............. _ ...........,..._.. _ _ .. _ ...._, ....._... _....._ . _ ..._ ..._....._... ... _....._...,_ ..._.... ...._........� _.. . O 1R 10 110 1ao —80 —60 —40 —20 0 _ 20 40 60 80 100 190 E R 4' T ' A HORIZONTAL 00 00 10, 10' County Road 512 GRAPHIC SCALE SCALE., HORZ 1 "-10' VER T. ,1 4 , 9649P3CS2 T�j�t DRAW TL5 g,1 Y .Cr R "Title to all documents which bear the copK'19M ... _ MASTELLER & MOLER, 'NC• �O \/ OSS—SECTIONS of Mellen &Maier. c. is vested m ely in ��('N� sEM provid ler & Mder, Inc. Thesedocuments are � provided to the owner solely in conneotion with CONSULTING ��'{"�, (/y�T* ENGINEERS C.R. .(/yj T\j7\/finthis project. Any other useor reuse of these CHEC(WSem LJ V1 JJ 1 {+/. ! F�i�, /( O ♦ �/[� documents or any reproduction. display, Ode, or QA��'���' t+l;;,, JJt'_/ \j other disposition of these documents by anyone j w �3 0 ` CI® �Is expressly prohibited wiihaut consent of��'�' Moatolier & Maier, Inc, pursuant to the Fedord CERTIFICATE OF AUTHORIZATION NUMBER 4204 ' Copyright Low.' PHASE 3 4AsTo No. �ADATEoEscRiP�oN oR/aPP 1655 27th STREET, VERO BEACH, FLORIDA 32960 -- - � _ - ` �I of�4� REVISIONS {772) 5s7-5300 FAX (772) 794--1106 0R1��' INDIAN RIVER COUNTY- PROJECT# 9611A ©2oa�, MASTELLER & MOLER, INC. stet STEPH EN E. MOLER, P.E. FL#331 3 DWG NOg64q STATION: 282+ 00 CUT AREA (SF) = 172.38 FILL AREA (SF) = 55.60 CUT VOLUME (CY) = 362.33 FILL VOLUME (CY) = 221.50 CUMULATIVE CUT VOLUME (CY) = 7466.61 CUMULATIVE FILL VOLUME (CY) = 8634.11 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 282+00 STATION: 281 + 00 CUT AREA (SF) = 295.06 FILL AREA (SF) = 71.85 CUT VOLUME (CY) = 865.63 FILL VOLUME (CY) -= 236.02 CUMULATIVE CUT VOLUME (CY) = 7104,28 CUMULATIVE FILL VOLUME (CY) = 8412.61 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) —= 10486.52 n 0.02 IM —40 0.02 5�zij . 281 + 00 CONSTRUCTION BASELINE R T. PGL R W 230.18 19 75' ._. 21.75 10,37' 4,69' 17.06' 12.00'---1.6.00' 5.38' �13 10 0o 0 0.02 co0 b3� ao 0 ELO 80 I 24 I� _..... _.... _ 22 Iw Iv 'I - _.. 16 I ......... _.._.__.. __ _.. 14 it 10 V' 8 E 230 R , �' T C 2� A HORIZONTAL I. County Road 512 GRAPHIC SOLE SCALE: HORZ. 1 "—` 10' VER T, 1 "= 4' 9649P3CS2 _ oaAwN _ 'f LE3 �,i Y J r R "Title to all documents which bear the copylght Q M MASTELLER MOLER,INC. �'o C OSS-SECTIONS M teller ler & Abler, Inc. is vested solelymeet in DE�cNED w7�+1Mostell� &Mder, Inc. These documents ore ' , p� provided to the owner solely in connection with CONSULTING t� this project. Any other use or reuse of those CHECKED sem - ENGINEERS _ 512 ImT-%rovements documents or any reproduct'wn. display. sole, or®® expressly' prohibited without documents by on Q na OATS Q • 0 Mosteller & Mder, Inc. pursuant to the Fedord V _05 VM1 _ - CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law.� * � * � scA� AS NQTE17 No. DATE DESCRIP110N DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE SHEV 50 of 5CI REVISIONS (772) 567-5300 / FAX (772) 794--1106 LoR1'D INDIAN RIVER COUNTY- PROJECT# 9611A Q2005, MASTELLER & MOLER, INC. STEPH EN E. MOLER, P.E. FL#33193 L:wc:No q642 STATION; 284+ 00 CUT AREA (SF) -= 115.03 FILL AREA (SF) = 85.83 CUT VOLUME (CY) -= 342,74 FILL VOLUME (CY) = 581.02 CUMULATIVE CUT VOLUME (CY) -= 8065.48 CUMULATIVE FILL VOLUME (CY) = 9492,61 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 S TA TI ON. 283+ 00 CUT AREA (SF) = 2.3.28 FILL AREA (SF) -= 64.01 CUT VOLUME (CY) = 256.13 FILL VOLUME (CY) = 277.48 CUMULATIVE CUT VOLUME (CY) = 7720.74 CUMULATIVE FILL VOLUME (CY) = 8911.59 CUT AREA OF UNSUITABLE MATERIALS (SF) a 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) -= 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 283 0(? .CONSTRUCTION BASELINE ROW LT. PGL `C, RT. PGL ROWG __....... ........... _.._._ ... _. .. _.._._ ....._........... _.... _. _ ........ _... _.. _ __........ _ ..__.... .._.. _.._..._ _ __._.. .___.. __... .. _....... __. 26 _ . f I 26 81. 00' 67, 73' • f 81 t 1. ' 1 i ___ -- _ _. ._. _ 24 6.00 6.00 , 24 j $100 i 28.00' 6 00' 13.75 30.00' -- 16.Ot'----. if2.(JO' 14.00' i 12.00' 16.00' i i L I Lo i a t ' _ ...._...- .. _....._...-,......_ .._...._ ........._ .. ,.. _..._.. __... _....._...._....... r- _... ........ .... .... .. _ _.. _ . 20 .-....__ . ---- --- ..._F _ ..,_..... 4 Q. �! ,_ t. ."'"'.—.�."'.,,,�.. { { 20 "�- cJ i- .. (yam i �! I i I 02 i f 1 \ �! 1 � I I s 0 � 0 t , 2 f I 02 r 0. ct: i f i , i i st .— O2 , o. : � 03 a,o3 � . o. � : t I i i ; I I I ; EXISTING 10"0 FORCE —MAIN-- - t ... l........ I ; ; I t i i i t f t i I i i 1 1 I t i t 1 ; I , I ' , _' _ . i ' EXI12 STING 12" 0 WATER —MAIN ; 10 i i { CONFLICT WI I I DRAINAGE _i j SEE UT1LtTY A JUSTMENT „ 1 PROPOSED 36 0 RCP DRAINAGE ' I (SHEET U 11 0 U 11) ; i i ( i 8 —1Q0 —80 —90 —44 —20 0 20 40 60 -80 1W 280 V O A HORIZONTAL L , t Count Road 5'12 O' 10s $ SCALE: HORZ. 1"-10' GRAPHIC SCALE VER T. 1 "= 4' 9649P3CS2 oar►rw "fLB g1VEVR "Title to all documents which bear the copyrightM Q�t - .. ■ INC. /'1. CROSS —SECTIONS of Moeller er & Moler, Inc.is vested meat in - DESIGNED JL.t 1 l•®� Mastded & e ow c. These documents s are � provided to the owns solely in connection with 4ti pa . this project. Any other use or reuse of these CHECKED $EM CONSULTING ENGINEERS zC.R. 5 12 1 v Iother s expressly any reproduction, display, ale, or 8-05 Mo e llcrt &l�' prohibited pursuant uan to theithout F anyone F AUTHORIZATION NUMBER B ER 4 04 Maeteller � Mder, Inc. pursuant to the Faders ny g � � M i � DATE 4M CERTIFICATE OF AUTHORIZA 0 U 2 Copyright Law." JANI 2`1) ' 006, soatE AS NOTeP No. oar DEscRiP'noN QR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * PHASE 3 _ sHEEi 51 or 89 REVISIONS (772) 567--5300 / FAX (772) 794--1106 ORIDN INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. LsTEPHEN E. MOL.ER, P.E. FL#33193 ova a64q STATION: 286+ 00 CUT AREA (SF) .= 18.82 FILL AREA (SF) = 433.55 CUT VOLUME (CY) = 42.06 FILL VOLUME (CY) -= 1570-22 CUMULATIVE CUT VOLUME (CY) = 8272.11 CUMULATIVE FILL VOLUME (CY) = 12287.78 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 GUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 ROW 1 LT. PGL i -- 49.75' . . 6.00'. _ CIO co • t 286+ 00 CONSTRUCTION BASELINE q_ ai RT. PGL _...__..--------. 21. 75' 04 00 68.16' 408.43 ti 28, 00' 3 ' 00'.__ __. _ , _ ._. -5'O0-- 6.00 _._.. i � ) N Q0 N I'- Y O I 18 rn , Di SON t i � � i I I l� u - __. ,,,, ... _... .._.... __.,._. ..I _.._.. _._.._. _..,._...._.. ..... f....,_._ .._...._. _.._...._. .......-'-.1 _....._.... _.............._.. ._.... ...-. .._..... ..._ .._.. ..- - -..,. ... _..,.,.__.... . .......... i2 .__._ ._..__.._�_...__.._ __.._.._ �_..__.._....._._..._...._, i "�`"',�. EXISTING 1 '„�t FORCE A_ ._/ ..{. E I t t i 2" 0 M N- ,•t 1 . .__-.._ _..___ ._ _ _ -. EXISTING .. WA I ' 1 L.___--.---._._.__.------- ! -t-_ _—. -� - i i Q� -1� �'80 40 —40 —20 ® 20 STATION: 285+00 CU T AREA (SF) = 70.05 FILL AREA (SF) = 227.92 CUT VOLUME (CY) = 164.57 FILL VOLUME (CY) = 1224.94 CUMULATIVE CUT VOLUME (CY) = 8230.06 CUMULATIVE FILL VOLUME (CY) = 1071756 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 ROW RT. PGL 24 22 20 18 16 14 12 10 8 -- —+6 E' 61Q0 80 —60 —40 —20 _ _ 0 20 40 60 80 _ 100 _ - 360 R. T i C 2' A HORIZONTAL 01 0310 20' County Road 512 GRAPHIC 5(�/1l��'�LE SCALE: HORZ. 1 `* 10' r*' '�f VER7. 1"=40 9649P3CS2 _ /1 DRAWN TLS .. .. .... . - �� `_ C S S S E C T I a N S -Title le all documents which beer the ent►ight see .... - S T E L L E R O L E ( _ INC.f vide dto th Moler. Inc. is vested solely in DEsi(iiiED .,7G.1 1 V Fw, o Moatsllw & Mdeq Inc. These documents we - . ' provided to the owner solely in connection with G (^) C T T [/"yam ImTrArovements this project. Any other use or reuse of these CHECKEDSFM CV�AJuJJ 1 IN<.1 ENGINEERS '® ®512 socuexpressly erssly any ibitedreproucithoon, display. nt DATE 8-05 other disposition of these documents b anyone xp y prohibited without consent F of ,dJ a^ 3 d -- • •JV Hosteller � Mole:, Inc. pursuant to the Fsderal 4M CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Low." SCALE AS NOTED Na. DATE DEscRiP'noN oR/aPP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * PHASE 3 SHEET 52 of 8q REVISIONS (772) 567--5300 / FAX (772) 794--1106 FLORID- INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. ST E P H E N E. M O LE R, P.E. FL#3 319 3 DWG NO =64q LT. PGL 285+ 00 CONSTRUCTION BASELINE q_ 0 NO. DATE STATION: 268+00 CUT AREA (SF) = 0.00 FILL AREA (SF) = 506.54 CUT VOLUME (CY) = 0.0 FILL VOLUME (CY) 2620.13 CUMULATIVE CUT VOLUME (CY) = 8279.31 CUMULATIVE FILL VOLUME (CY) = 16613.30 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486, 52 STATION; 287+00 CUT AREA (SF) = 3.89 FILL AREA (SF) = 414.37 CUT VOLUME (CY) = 7.20 FILL VOLUME (CY) = 1705.39 CUMULATIVE CUT VOLUME (CY) = 8279.31 CUMULATIVE FILL VOLUME (CY) = 13993.17 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 18 E 1 0 =;1# -6® MASTELLER & MOLER, INC. r CONSULTING ENGINEERS m-i ICERTIFICATE OF AUTHORIZATION NUMBER 4204 DESCRIP11ON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567--5300 / FAX (772) 794-1106 I T Pl;l -ACV RD 288+ 00 CONSTRUCTION BASELINE 0 287+00 CONSTRUCTION BASELINE RT. PGL nty Road 512 SCALE: HORZ. 1 "=10' VER T. 1 "= 4' CROSS -SECTIONS C,R, 512 Improvements PHASE 3 NDIAN RIVER COUNTY- PROJECT# ��TiZ•7y�1 �h 20 18 16 22 20 18 18 14 12 10 8 8 I i 288+ 00 CONSTRUCTION BASELINE 0 287+00 CONSTRUCTION BASELINE RT. PGL nty Road 512 SCALE: HORZ. 1 "=10' VER T. 1 "= 4' CROSS -SECTIONS C,R, 512 Improvements PHASE 3 NDIAN RIVER COUNTY- PROJECT# ��TiZ•7y�1 �h 20 18 16 22 20 18 18 14 12 10 8 8 I i V" i I E 1�o T ,' so c 2' A HORIZONTAL L , 0 0' 109 _ 2V GRAPHIC SCALE 9F49PJCS2 _ DRAWN TLD 'Title to all documents which bear the copyright of Mastelier & Moler, Inc. is vested solely in _ DESIGNED se t Mosteller & Moler, Inc, These documents are provided to the owner solely in connection with this project. Any other use or reuse of these - (NECKED se t documents or any reproduction, display, sole, or other disposition of these documents by onyone Is expressly prohibited without consent of r•' DATE '5" —05 Mosteller & ar, Inc. pursuant to the Federo) Mol i3 Copyright Low.` �? SCAL AS NOTED _ sHEET 53 OF 89 ©2005, MASTELLER & MOLER, INC. ST E P H E N E , M O LE R, P.E. F L#3 319 3 DWG NO g64q STATION: 290+00 CUT AREA (SF) -= 15.50 FILL AREA (SF) = 905.16 CUT VOLUME (CY) = 34.81 FILL VOLUME (CY) = 3532.81 CUMULATIVE CUT VOLUME (CY) = 8342.83 CUMULATIVE FILL VOLUME (CY) = 23504, 43 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) -= 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 STATION: 289+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 908.33 CUT VOLUME (CY) = 28.70 FILL VOLUME (CY) = 3358.31 CUMULATIVE CUT VOLUME (CY) = 8308.02 CUMULATIVE FILL VOLUME (CY) = 19971.61 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 290+ 00 CONSTRUCTION BASELINE LT, PGL County Road 512 SCALE: HORZ. 1 "as 10' VER T. 1 "= 4' RE PGL rMMI MASTELLER & MOLER, INC. z�� �'IV� coG� CROSS —SECTIONS CONSULTING ENGINEERS .� c .1l, R. 512:� Im pr o v e rn e n t s CERTIFICATE OF AUTHORIZATION NUMBER 4204 PHASE 3 N0. DATE DESCRIV710N DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * � REVISIONS (772) 567-5300 FAX (772) 794-1106 ORIDP INDIAN RIVER COUNTY- PROJECT# 9611A 00 o "Title to all documents which bear the copyright - - of Mosteller & Mcler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Mostoiler & Molar, Inc. pursuant to the Federal Copyright Law. V E R� T 1 C 2' A HORIZONTAL L Q )' 1 Q' 2Ct' GRAPHIC SCALE 9649P3CS2 oaAr�I TLB DESIGNED SEM CHECKED SEM J'\i 2 P 6°uu5 DATE $-05 92005, MASTELLER & MOLER, INC. ISTEPHEN E . MOLER, P.E. F SCALE AS NOTED SKEET 54 OF 8q L # 3 31 9 3 DWG NO q�4q I I I STATION: 292+00 CUT AREA (SF) = 6.66 4- FILL AREA (SF) = 1278.42 CUT VOLUME (CY) = 17.57 FILL VOLUME (CY) = 4958.74 CUMULATIVE CUT VOLUME (CY) = 8379.22 01 CUMULATIVE FILL VOLUME (CY) = 3268720 -120 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 RIT01 19 C L T. PGL 292+00 CONSTRUCTION BASELINE 291+00 CONSTRUCTION BASELINE L T. PGL (t R T. PGL R T PGL ROW ROW .24 22 20 10 16 - 14 -112 ..10 ­4 ..2 iffiro 130 22 20 is 16 14 12 10 ON: 291+00 -- ----- --- ---- - -- ----- ­­ - --- ---- ---- - -- -- ----- ---- CUT AREA (SF) 3.30 N--EXISTNG 120 WMER—MAIN FILL AREA (SF) 1002.56 -------------------- ------ - ------- -------- ------- ----------- ------- CUT VOLUME (CY) 18-81 c FILL VOLUME (CY) 4224.04 F 4- t CUMULATIVE CUT VOLUME (CY) 8361.65 4- CUMULATIVE FILL VOLUME (CY) 27728.46 2 if CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -110 -100 -80 -60 -40 -20 0 20 40 60 so 100 120 130 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 V E R 4 T 2 A HORIZONTAL L I nm� ot 100 200 -County Road 512 GRAPHIC SCALE SCALE: HORZ. 1"=10' VERT. 1"=4' 9649PJCS2 TLB 'Title to all documents which bear the ooliftight of toner & Moler, Inc. is vested solely in DESIGNED Sem TELLER & MO LER, I NC. CROSS -SECTIONS mostoller & Moler, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these documents or any, reproduct 04ECKED SC-M ion, display, sale, or other disposition of these documents by anyone JANI C12006 Is expressly prohibited without consent of A DATE CONSULTING ENGINEERS 512 lmv-%rovements Most�lor & Moler, Inc. pursuant to the Federal $-05 V Copyright Low. 4MM CERTIFICATE OF AUTHORIZATION NUMBER 4204 sua AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 an --- I I - (772) 567-5300 FAX (772) 794-1106 ORIDI�- - @2005, MASTELLER & MOLER, INC. WET Of' REVISIONS INDIAN RIVER COUNTY- PROJECT# 9611A ISTEPHEN E. MOLER, P.E. FL#33193 OWG - NO C160 P.POYA STATION: 294+00 CUT AREA (SF) = 36.30 FILL AREA (SF) = 1455.11 2 t I CUT VOLUME (CY) = 67.22 FILL VOLUME (CY) = 4445.15 .. ... . .... ... CUMULATIVE CUT VOLUME (CY) = 8518.54 CUMULATIVE FILL VOLUME (CY) = 42418,30 —2 120 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 BEGIN BRIDGE CONSTRUCTION STA. 294+84.32 (LT) STA. 294+61.68(R T) (REFER TO TYPICAL CROSS-SECTION IN BRIGE PLANS) (SHEET 81 OF 812) 294+00 CONSTRUCTION BASELINE LT. PCL (P 293+00 CONSTRUCTION BASELINE R T. PGL 24 4 20 18 16 14 12 10 4 2 0 —2 STATION: 293+00 ... . . ........ . . .... .. ... ... ..... ... . ...... .... .. . .. ... .. � - .. .. _11111 11 ­1 .. . ......... . ... ... ..... - — - . . ... ........................ i — — — — — , - 6 CUT AREA (SF) 2.63 FILL AREA (SF) 1399.30 -------------- ....... --------.......... I. ----_------- ------------------- --- ---- 4 CUT VOLUME (Cy) 72.09 FILL VOLUME (CY) 5285.94 - .... .... . .. . ........ ...... .... ..... .... ..... ... ........ ......... ....... ... . ... ........ 2 CUMULA T1 VE CUT VOLUME (CY) = 8451.31 CUMULATIVE FILL VOLUME (CY) 37973.15 0- —120 iw —80 —60 —40 —20 0 '1 11 a a 20 40 60 80 100 120 130 0 CUT AREA OF UNSUITABLE MA TERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 County Road 512 SCALE: HORZ. 1 "- 10' VER T. 1 "= 4' V E R T I C A HORIZONTAL L 0 Is M9 0 10, 20' GRAPHIC SCALE 9649PJCS2 "Title to all documents which bear the copyright ORAVIN TL8 of Hosteller & Molar, Inc, is vested solely in STELLER & MOLER, INC. 0 CROSS-SECTIONS MostWler & Moler, Inc. These document. are DESQINED Sem to the owner solely in connection with provided this project. Any other use or reuse of these 1D documents or any re%oduction, display. sale, or CHECKED SE-M CONSULTING ENGINEERS 2 1 0— - other disposition Of these documents by anyone JAN 51 6, 0 Is expressly prohibited without consent of co"o 512 lmv­%rovements Mostviler de Molar, Inc. pursuant to the Federal DATE 6-05 FMA CERTIFICATE OF AUTHORIZATION NUMBER 4204 P Copyright Law.' NO. DATE DESCRIPMON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 SCALE AS NOTeP SHEET 56 OF REVISIONS (772) 567-5300 FAX (772) 794-1106 ORIDN @2005, MASTELLER & MOLER, INC. INDIAN RIVER COUNTY- PROJECT# 9611A - STEPHEN E. MOLER, P.E. FL#33193 DWG NO %4q I STATION: 298+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 945.27 CUT VOLUME (CY) = 5.30 FILL VOLUME (CY) = 3246.00 CUMULATIVE CUT VOLUME (CY) = 8523.83 CUMULATIVE FILL VOLUME (CY) = 45664,30 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 0 298+00 CONSTRUCTION BASELINE L T. PGL RT. PGL ROW .......... ..... ... . ... ... .. ...... .. - ------ ... ... ------------ -- ------- - ---- ----- --- -- ------ 22 1$6.50' 5940 2.00' 0J. 5.00 6.01 ..... . . . . . . . -All ... ........... t"1__1___1_1_____ ____ ____ - �__ -­ __ - -I---,----,- ___6 ­­­­­1 ..20 . 31 ------------ 10 Iry - END BRIDGE CONSTRUCTION STA. 297+26.65 (LT) STA. 297+04.01(RT) (REFER TO TYPICAL CROSS-SECTION IN BRIGE PLANS) (SHEET 81 OF 8112) V of E R 4# T C I C 2$ A HORIZONTAL L 08 -County Road 512 0' 200 SCALE., HORZ 1"-10' GRAPHIC SCALE VERT. I "= 4' DRAW TL5 "Title to all documents which bear the copyright of Mastaller & Moler, Inc. is vested solely in DESIONED SEM MASTELLER MOLER, INC. OSS-SECTIONS Mosteller & Moler, Inc. These documents ore provided to the owner solely In connection with cGGM this project. Any other use or roust of these CHECKED Is documents or any reproduction, display, sale, or k4 JAIN! 0 0 r, 0-4 'P VA other disposition of these documents by anyone V CONSULTING ENGINEERS C 512 Improvements Is expressly prohibited without consent of DAW 8-05 Mosteller & Moler, Inc. pursuant to the Federal Copyright Law.* M CERTIFICATE OF AUTHORIZATION NUMBER 4204 SC" AS NOTC-0 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 SHEET 57 " 511 REVISIONS (772) 567-5300 FAX (772) 794-1106 ORI'DN INDIAN RIVER COUNTY- PROJECT# 9611A @2005, MASTELLER & MOLER, INC. ISTEPHEN E. MOLER, P.E. FL#33193 Dwo No q64CI STATION: 300+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 676.6 CUT VOLUME (CY) = 3.41 FILL VOLUME (CY) = 2191.43 CUMULATIVE CUT VOLUME (CY) = 8532.43 CUMULATIVE FILL VOLUME (CY) = 50604.19 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 W­ ---------- STATION: 299+00 CUT AREA (SF) = 2.86 FILL AREA (SF) = 807.57 CUT VOLUME (CY) = 5.30 FILL VOLUME (CY) = 2748.46 CUMULATIVE CUT VOLUME (CY) = 8529.13 CUMULATIVE FILL VOLUME (CY) = 48412.76 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 LT. PGL -------------- ....... _­1_._..__._­ --------- 300+00 CONSTRUCTION BASELINE q R T. PGL ---------- ­­.­­­ 69 DO -156.50' 1 1 i i f -7 C. 1 59.60 IT. Pr.L 299+00 CONSTRUCTION BASELINE q R T. PGL PROPOSED _W ____ROW...... 24 .... ......... .... .... .. .......... I 22 9. 00' 0 i6.00' ..... .. . ... 20 . .... ... . ...03 -0;, . . ..... 14 ... T 12 I ............ ............. ... 10 Nd 8`0 FORCE' MAIN -- --------- ---- __4 ........... . .. 6 40 60 so PROPOSED is 16 a 6 6 7­ V 6• E 14 R• 160 —140 —120 —100 —80 40 —40 —20 0 20 40 so so T C 28 A HORIZONTAL L -County Road 512 01 10 1 -------- --- - - 20' SCALE: HORZ. 1 "— 10' GRAPHIC SCALE VER T. 1 "= 4' 9649P3CS2-2 K A D"M T1.5 'Title to all documents which bear the copyright M of Mosteller & Maier, Inc. is vested solely In DESIGNED Sl� M Hosteller & Maier, Inc. These documents are MASTELLER & ER, INC. CROSS -SECTIONS provided to the owner solely in connection with this project. Any other use or reuse at these CHECKED Sem documents or any reproduction, display, sole, or other disposition of these documents by anyon Is expressly prohibited without consent of (3 am CONSULTING ENGINEERS C 5 12 1mv--%rovements Mostviler & Maier, Inc. pursuant to the Federal DAM Copyright Low.' NM M CERTIFICATE OF AUTHORIZATION NUMBER 4204 scams AS NOTeP NO. DATE DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 SHUT 50 of 5q REVISIONS (772) 567-5300 FAX (772) 794-1106 INDIAN RIVER COUNTY- PROJECT# 9611A @2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 Ew:G No q64q STATION: 302+ 00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 391.82 CUT VOLUME (CY) = 00.00 FILL VOLUME (CY) = 1310.44 CUMULATIVE CUT VOLUME (CY) = 8535.94 CUMULATIVE FILL VOLUME (CY) = 53576.69 CUT AREA OF UNSUITABLE MATERIALS (SF) -= 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 24 2i 20 f8 t STATION: 301 +00 �101 —140 —120 CUT AREA (SF) = 1.84 FILL AREA (SF) = 506.77 CUT VOLUME (CY) = 3.41 FILL VOLUME (CY) 1664.06 CUMULATIVE CUT VOLUME (CY) = 8535.94 CUMULATIVE FILL VOLUME (CY) = 52268.24 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 —160 -120 —80 —80 -60 _40 t L T. PGL —20 LT. PGL --20 302+ 00 CONSTRUCTION BASELINE 301 +00 CONSTRUCTION BASELINE AT AA. 20 RT. PGL 20 M ELf 60 24 2R 2A/ t �F 16 t4 E 12 10 80 24 22 20 f8 f6 !4 12 10 6 $o V E R 4# T I C 2' A W County Road 512 W'" SCALE: HORZ. 1"-10' GRAPHIC SCALE VER T. 1 "= 4' 9649P3CS2--2 QS�Tyt avwN _ 1"l.6 TL y Y fij R 'Title to oil documents which bear the copyright .. MASTELLER & MOLER, INC. �Q CROSS -SECTIONS of Mellen t Qt Mere Inc, is vested solely in ��('NW.. S�M Mosteller & Maier, inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED Sem docu�/'�! T T -Im-r-%rovements 512 othemedisposition os or any fthese documentsybyolanyone /�CONSUL 1 ING ENGINEERS z ® "' . / is expressly Molar, Inc. without consent of - 9 l DATE 5-05 nn • • Mostdier do Moler, Inc. pursuant to the Federal ° } I ' c_ i NMM CERTIFICATE OF AUTHORIZATION NUMBER 4204 i Capyrlght Law.* * � .. � * sc� AS NOTED No. DATE DESCRiP'noN DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 -- SHEET 5R o' 5q (772) 567-5300 / FAX (772) 794---1106 oRIDN _ ©2005, MASTELLER & MOILER, INC. TEPHEN E. MOLER, P.E. FL 33193LDWG NO g64q REVISIONS INDIAN RIVER COUNTY PROJECT# 9611A # I 305+00 CONSTRUCTION BASELINE 11% ------------ ------- --- ---- --------- - - - - - - - - - - STATION: 305+00 14 V 2 EXIS77NG 8" 0 FORCE -MAIN----' CUT AREA (SF) 2.22 "0 WATER -MAIN- - PROPOSED 54"0 RCP DRAINAGE EXISTING 1. -12 .... . ....... .... ........ . . . ..... .. .. .. ... ... .. .. ... ... . ... ... - --- -- ........ . ... ........ ..... FILL AREA (SF) 136.87 12 CUT VOLUME CY = 42.76 ....... .............. -- -------- --- . ..... - ....... - ------ ..... ....... ----- --- ---- - ---- __ — _4 .. ... ........ ...... .... ­­- - - - .......... ------ ------- ------------------- -- --- - -- 10 FILL VOLUME (CY) 421.65 10 CUMULATIVE CUT VOLUME (CY) 8582.81 CUMULATIVE FILL VOLUME (CY) 56031.06 18 811 160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 CUT AREA OFUNSUITABLEMAMMAL--) (SF) = U CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 14 6 14- STATION: 304+00 CUT AREA (SF) = 00.00 FILL AREA (SF) = 321.95 CUT VOLUME (CY) 4.11 ... ... ...... . 10- FILL VOLUME (CY) 849.67 CUMULATIVE CUT VOLUME (CY) — 8540.06 8.1 CUMULATIVE FILL VOLUME (CY) — 55609.41 —160 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 =11jo =POVA -IOU I T. Pr.1 304+00 CONSTRUCTION BASELINE (D 303+00 CONSTRUC77ON BASELINE ff r.-IM96A Dill W :-E 24 22 20 is 16 14 .. .. ....STAT/ON: 303+00 14.. PROP',09ED 48"0 RCP DRAINAGE CUT AREA (SF) 00.00 PROPOSED 54"0 RCP DRAINAGE ....... ... . ... ....... -- -------------- ----------- ------- - -- - ....... -------_-_ -------- ------ -------------------- ­­ ------ -------------- ----------- FILL AREA (SF) 315.82 ----------- 12 V EXISTING 8"0 FORCE -MAIN EXISTING J12"O WATER -MAIN- - CUT VOLUME (CY) 00-00 FILLVOLUME (CY) 1181.06 - ----------------- .... ........ . ... ... . ........ ..... .. . ..... ...... .. .. . . . ...... - - ----- .. ... ....... ......... .. . - -- ---------- ...... .... .. .... ..... .. 10 CUMULA T1 VE CUT VOLUME (CY) = 8535.94 CUMULA T/ VE FILL VOLUME (CY) = 54759.74 a- V 6 160 -140 -120 -100 -80 60 -40 -20 0 20 40 60 so CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 Q CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 R CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 T C 2 A HORIZONTAL L County Road 512 0'- 100 20" SCALE: HORZ 1"-10' GRAPHIC SCALE VER7. J"=4' 9649PJCS2-2 OWN TLB IVER 'Title to all documents which beer the copyright M of Mosteller 4c Molar, Inc. is vested solely in DESIGNED 5em Mostaller & Molar, Inc. These documents are MASTELLER & MO LER, I NC. —0 CROSS-SECTIONS provided to the owner solely in connection with VA — this Project. Any other use or reuse of these CHECKED Sem documents or any reproduction, display. sale, or other disposition of these documents by anyone Is expressly prohibited without consent of DAW -05 a M CONSULTING ENGINEERS C 512 Improvements Most�ler & Miler. Inc. pursuant to the Federal J�A r�� "7, r, Copyrkpt Low. FM CERTIFICATE OF AUTHORIZATION NUMBER 4204 M1 SC" AS NOTE-C) NO. DATE DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 SHEET 60 CF (772) 567-5300 FAX (772) 794-1106 CIR10- @2005, MASTELLER & MOLER, INC. FREVISIONS INDIAN RIVER COUNTY- PROJECT# 9611A STEPHEN E. MOLER, P. E. FL#33193 [ DWG NO q649 %.Ov ► sn►Nc.n an W1Y%J1W1 1r1LjL 1_ rrtr11 �%Wl z v -- CUT VOLUME OF .UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 W CUMULATIVE CUT VOLUME (CY) = T U l UU. to CUMULATIVE FILL VOLUME (CY) = 56470.15 —160 —140 CUT AREA OF UNSUITABLE MATERIALS (SF) -= 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486,52 —120 —100 —80 —60 crJ 311 +00 CONSTRUCTION BASELINE 310+00 CONSTRUCTION BASELINE 2 L 8 V 6' E R 4' T I C 2' A HORIZONTAL L s W -County Road 512 0' SCALE: HORZ. 1"-10' GRAPHIC SCALE VER T. 1 "= 4' 9649P3CS2-2 �t auwv tL6 Mg,V ri R "Tito to all documents which bear the copyright MASTELLERMOLER,INC. co CROSS —SECTIONS of teller ler @ Maier, Inc.is vested solely in ��(N� �M Hosteller & Maier, c. Those documents are ems. _ provided to the owner solely in connection with this project. Any other use or reuso of these CFIECKM Se t CONSULTING ENGINEERS z 512Improvements documents proany reproduction, display, ease. or ' ' DATE $ 'v other disposition of these documents by anyone 1-4 .a Is expressly lor, Inc. without consent of " Moptfigh do Moler, inc. pursuant to the Federal A C .'n�Gn NM CERTIFICATE OF AUTHORIZATION NUMBER 4204 capyr,t Law.* ,VN FV No. DATE oEscRiPT�oN oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * a ... * PHASE 3 _ BEET 62 (W 89 REVISIONS (772) 567--5300 / FAX (772) 794-1106 �ORI0, INDIAN RIVER COUNTY— PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. STEPH EN E. MOLER, P.E. FL#33193 EN O a649 314+00 CONSTRUCTION BASELINE LT. PGL R T. PGL + Q) 6% C) ci 0 C\1 0.02 <)aI I 1 0.02 . n EXIS FILL VOLUME (CY) 174.94 12 F CUMULATIVE CUT VOLUME (CY) = 1215 7.19 CUMULATIVE FILL VOLUME (CY) = 57041. 11 10. CUT AREA OF UNSUITABLE MATERIALS (SF) 0 160 —140 —120 —100 —80 —80 —40 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 1 STATION: 313+00 ---------- CUT AREA (SF) = 143.62 16 FILL AREA (SF) = 40.56 CUT VOLUME (CY) 395.98 14- ---- ---- FILL VOLUME (CY) = 190-59 CUMULATIVE CUT VOLUME (CY) = 11853.59 ... ... CUMULATIVE FILL VOLUME (CY) = 56866.17 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 10.1 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 —160 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 MUTO] aPf."Jo —60 ;ZLO I T jor-I _zu 313+00 CONSTRUCTION BASELINE (C 216 24 fs 14 12 312+00 CONSTRUCTION BASELINE ROW LT, PGL R T. PGL n* ROW ..... ... . ........ .. .... ....... . ..... ...... . .... .......... . .... ....... ..... ..... .......... -------- ....... ......... ... .................. . ........ 24 0 Ni Q 59 0' EXISTING; CONSERVA7ON AREAS —8.00, 4?.50'7.75 13.75' 6.0 J'100" 23,5W .00-14.002,004, O22- NOT -DISTURB i60W NO "CLEARING AND GRUBBING c 60 00 O0C qCi 0) 0" - ---------- ------ QI .............. — --- -- . ..... ...... ....... ----------- 1-0-02- 20 0. 02 od 0.03 0.03 ....... . ....... ............. 18- .......... . ...... j . .......... -------------iI - ------ 16 ------ ---­------­ - ------ - - ------ ----- . . ...... ..... ............. ............. .. ­- ---- ---------------- 16 STATION: 312+00 M EXISTING 12"0 WATER MAIN-- EXIS 7F) 91.57 ...... 14CUT AREAS) FILL AREA (SF) 22.71 PROPOSED 48"o RCP DRAINAGE CUT VOLUME (CY) 4,35.54 12- 12 PROPOSED 54"0 RCP DRAINAGE 0 FILL VOLUME (CY) 117.17 V E CUMULATIVE CUT VOLUME (CY) = 11457.61 R CUMULATIVE FILL VOLUME (CY) = 56675.57 -160 40 -120 -100 -80 -60 -40 20 0 20 40 so so T CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 U 2 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 A CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 HORIZONTAL L 01 --------------- -Count Road 512 0 20# SCALE., HORZ 1'"-10' GRAPHIC SCALE VERT. 1 "=4' 9649P3CS2-2 'TltJe to all documents which bear the copyright DRAM TLB a MosLeller & Molar, Inc. is vested solely in DESIGNED sem ASTELLER & OLER, I NC. OSS-SECTIONS Hosteller & Molar, Inc. These documents are provided to the owner solely in connection with CHECK sem this project. Any other use or reuse or these documents or any reproduction, display, sale, or other disposition of these documents by anyone M M CONSULTING ENGINEERS 12 1 m vf) I,& o v e m le n s Is expressly prohibited without consent of DATE 5-05 F Moatt!1er& Moller, Inc. pursuant to the Federal ght Low.MMA CERTIFICATE OF AUTHORIZATION NUMBER 4204 copyri scA4 AS NOTED NO. DATE DESCRIPMON DR/APB 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 SHUT 63 OF REVISIONS (772) 567-5300 / FAX (772) 794-1106 DRIDN INDIAN RIVER COUNTY- PROJECT# 9611A @2005, MASTELLER & MOILER, INC. STEPHEN E. MOLER, P.E. FL#33193 Lo=wtmo q64q STATION: 316+00 CUT AREA (SF) = 194.16 FILL AREA (SF) = 60.89 CUT VOLUME (CY) = 571.20 FILL VOLUME (CY) = 148.44 CUMULATIVE CUT VOLUME (CY) = 13261. 52 CUMULATIVE FILL VOLUME (CY) = 57361.78 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 26 I M =[-To] STATION: 315+ 00 cvrcnArr_ fftnAfcC*Qt/eTfnnt ®R17AC �' its: CUT AREA (SF) = 93.73 FILL AREA (SF) = 32,11 CUT VOLUME (CY) = 533.13 FILL VOLUME (CY) = 172.22 CUMULATIVE CUT VOLUME (CY) = 12690.31 CUMULATIVE FILL VOLUME (CY) = 57213.33 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 24 I 0 3 i T AIM 316+ 00 CONSTRUCTION BASELINE 315+ 00 CONSTRUCTION BASELINE I_ PT Pt^I 26 24 22 20 16 16 14 12 10 8 26 24 22 20 18 16 14 I2 10 M �R s y 8160 —140 —120 —I00 —� 060 � ®20 0 20 TV N VO 60 V R 4, T I C 2+ A HORIZONTAL 1. 0 0 10' 20' County Road 512 GRAPHIC SCALE SCALE: HORZ. 1 "=10' VER T. 1 "= 4' 9649PJCS2--2 Tc=�i _ oaA� _ 1L6 M R } Y EP "Tide to all documents which bear the copyright■ 1 INC. �© ®��'of teller er 8 Meter, is vested solelywent in �.�(jj�� �M L btas#flier & Maier, Inc. These documents are ONS provided to the owner in connection with Se 1 this project. Any otherer use or reuse of these CHECKED ,7i"1 CONSULTING ENGINEERS r documents or anypro reproduction, display, sole, of 512 Improvements other di osition of these documents b anyone ® a ,J is ttilar sty ier. Inc. without consent of _ J!�.N I �j �'�v� aA� Q,�,Og ^vC• • Mastdicr do Mofa, Inc. pursuant to the Federal Y"et v —i V VMMI CERTIFICATE OF AUTHORIZATION NUMBER 4204 * Copyright Low! __ sos AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * PHASE 3 (772) 567--5300 /FAX (772) 794--1106 �OR11�� ©2005, MASTE��ER & MOVER, INC. �� 64 � 5q REVISIONS INDIAN RIVER COUNTY- PROJECT# 9611A STEPHEN E. MOLER, P.E. FL#33193 m w g64q 20 18 STATION: 319+00 1s CUT AREA (SF) = 30.18 FILL AREA (SF) -= 87.11 14 CUT VOLUME (CY) = 74.07 FILL VOLUME (CY) .= 357.48 t2 CUMULATIVE CUT VOLUME (CY) -= 13913..80 CUMULATIVE FILL VOLUME (CY) = 58043.67 10aso CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 t'V(t"TtAtl� ^^htVC'Ml/A Ttl1At ACCAG` STATION: 318+00 'p CUT AREA (SF) = 83.88 FILL AREA (SF) = 34.40 14 _. CUT VOLUME (CY) = 211.22 FILL VOLUME (CY) = 225.02 CUMULATIVE CUT VOLUME (CY) = 13839.72 CUMULATIVE FILL VOLUME (CY) = 57686.19 10160 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 a•7#j L T. PGL 31 9+00 CONSTRUCTION BASELINE 31 8+00 CONSTRUCTION BASELINE fi RT. PGL 26 24 22 Z0 18 16 14 12 10 20 24 22 20 is is 14 12 317+00 EXISTING CONSERVATION AREAS CONSTRUCTION DO NOT DISTURB BASELINE NO "CLEARING AND GRUBBING" L T. PGL r RT. PGL `�. ROW W _ ...... ..... .._ _ _.- _ __._._ _ _.._. _.__-_._. _..._ .__. _._._ _.. _.._.._ ..._. _.. __.... _..... _._ ._ _ _. -_... 26 i 69.02 156.502.0 59. 62' 3.2 : 8 00�,. ' 3 42.006. i 75 5' 7700' .—. I cn _ . ..00 . _. _- - _ - Np i r. d- s 0 , N ;N N a c� I ii b Cn 6 i' __._.... _.. _ _. _ ._ -. _...,._.. - ..._.... _.. __._.. ._.. _ ... - ... _, . - _.._ _. _... _.._._ _....... _ .. _.,,.. _ _-.. _ e . _....._.. -... . ---- ... _... _ .._ _. _. _.. - _ _.... _.... 20 ... _ , -• - - / '-wYi rye � x � _ -vll - _ _ � ._�:� __.. .... __� _..� ._-.... 20 i - 1 R ......- 0.03 0`03 • 0, 02 0.02 ; .. 4 1 - - - - - - - 18 ; , i ; : n f , STATION: 317+ 00 18 ___ _ ___ __ . __ S R ._EXIS TING— ; _ ._ EXISTING s"0 FORCE 16 M PROPOSED 42"�s RCP DRAINAGE �-- EXISi1NG 12"0 WA ER —MAIN 114.29 F _ .... _ _ CUT AREA S 14 FILL AREA (SF) 19.27 " PROPOSED 18"0 RCP DRAINAGE T VOLUME CY 366.98 PROPOSED 42 vsRCP DRAINAGE _ u OL __ _ _ _. _ _ _12 FILL VOLUME (CY) — 99.39 S 8 C E `� � PROPOSED 4 "� RCP DRAINAGE CUMULATIVE CUT VOLUME (CY) = 13628.50 i0 CUMULATIVE FILL VOLUME (CY) 57461,17 10160 -140 —120 --100 -80 -60 —40 —20 0 20 40 60 80 V CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 E CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 R ' T 4 CUMULA TI VE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 a C 2' A HORIZONTAL L County Road 512 0' 1011, SCALE: R1"=10' VEGRAPHIC SCALE VER TT. . � "= 4' 9649P3CS2--2 t�7�1 ?L.B g 1 Y ER /�1, "Title to oil documents which bear the copyright TELLERMOLER, INC. LO CROSS®SECTIONS of Ataller r & lar, Inc, is vested solelyin���Eo seM Maetelier & Mder, Inc. These documents are _. 4�Oir provided to the owner solely In connection with G►�.t CONSULTING C T TT T Y this project. Any other use or reuse of these CHECKED Sc-M V N IJ V U 1 IN G ENGINEERS ® t T% documents or any reproduction. display, ode, DATE • ' `/ other disposition of these documents b anyone a '� N ® ements M expressly prohibited without consent of 8,• 05 ', C• •512 Im F Copyright Law.* inc. pursuant to the Federal ... vMMI CERTIFICATE OF AUTHORIZATION NUMBER 4204 �..__ sc" AS NOTED * * PHASE 3 No. DATE oEscRiP�aN oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 _ SHEET 65 OF $q R E VI S I � N S (772) 567-5300 FAX (772) 794-1106ORIpN INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC, STEPHEN E. MOLER, P.E. FL#33193 DwGNO g64q STATION: 321 + 00 CUT AREA (SF) = 22.2 FILL AREA (SF) = 114.14 CUT VOLUME (CY) = 94.72 FILL VOLUME (CY) = 621.07 CUMULATIVE CUT VOLUME (CY) = 14067.81 CUMULA TI VE FILL VOLUME (CY) = 59072.28 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 _ r. _ _ .._ .. . _ . _ _, .__.__EXtSTINGCONSERVA_. DO' NOT DISTI NO "CLEARING AND i 1 LjW __.._.., , _.,. _... __......... ....._...,..._ _.._.-. —140 —120 —i00 —oa STATION: 320+ 00 CUT AREA (SF) = 9.82 FILL AREA (SF) = 105.93 CUT VOLUME (CY) = 59.30 FILL VOLUME (CY) = 407.54 CUMULATIVE CUT VOLUME (CY) = 139 73.09 CUMULATIVE FILL VOLUME (CY) = 58451.20 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 321 + OO CONSTRUCTION BASELINE L T. PGL, 1.7fi 13.76' 6.00' 14.00' ` Lo —60 —40 —20 0 320+ 00 CONSTRUCTION BASELINE R T. PGL 84.09' -�---- 74.29' ' 6.00 30.00' 18. _12._00r. 16.00' j Q � I E 91 STATION.- 323+00 CUT AREA (SF) = 54.51 FILL AREA (SF) = 156.12 CUT VOLUME (CY) = 192.39 FILL VOLUME (CY) = 65724 CUMULATIVE CUT VOLUME (CY) = 14414.76 CUMULATIVE FILL VOLUME (CY) = 60428.33 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 MUK� =02i ;a-atj STATION: 322+00 CUT AREA (SF) = 28.95 FILL AREA (SF) = 221.24 CUT VOLUME (CY) = 154.56 FILL VOLUME (CY) = 698.81 CUMULATIVE CUT VOLUME (CY) = 14222.37 CUMULATIVE FILL VOLUME (CY) = 59771.09 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 W11111611."W L/ 7 ------- 28 ------ ------------------- 133.82' 2.00 EXISTING CONSERVATION AREAS ............ 26 -- ------------- DO NOT N6t&- 1U 6' j 8.00 NO "CLEARING AND GRUBBING 16. 4+ 2T­­ 12 =12] ............ CN 7=_ SA' . .. ............. .... .. ..... REGRAVE EXISTING _-SWALE L*--0-27*­­'­ - --- -------- - PROPOSED 42 "0 RCP ---------- -------- 420 —100 —80 0 NO. I DATE DESCRIPTION DR/APP REVISIONS 2 I m o L T. PGL _41116W L T. PGL ................... ...... 28.00' GE... .......... a-- --- -- --- - CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 im=z OR 0- 0,02 323+00 CONSTRUCTION BASELINE q 4 322+00 RT. PGL 20 CONSTRUCTION BASELINE ------------- ;___ % ;6 + CN . ......... . ........ . .......... ..... . ....... ... . ......... .. Im Ez M T 28 .026 ..24 22 ..20 as ­-14 ­-12 �. 10 120 R T. PGL -------W ---------- 28 9z 19 82.49 f _ ' .................. —12.0 116. 00' . ... ... 24 10 0.02 0.02 . .02 %Isl %N11 CN 0 03- ....... ... . ...... .. ........... .. .. *A .... ....... . ..... 8`0 FORCE -MAIN ----- - --------- ------- - --- -14 12 20 -County Road 512 SCALE: HORZ. 1 "aw 10 VERT. 1 "-4' V 10 E 40 60 80 100 110 0 CROSS -SECTIONS C*jA. 512 Improvements PHASE 3 INDIAN RIVER COUNTY- PROJECT# 9611A 4" T 2# A HORIZONTAL L 09 101 GRAPHIC SCALE 9649PJCS2-2 DRAW TL5 "Title to all documents which bear the copyright of Mastellar & Maier, Inc. is vested solely in DESIGNED I SEM Mo5taller & Molar, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or rouse of these CHECKED cJEM documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of DATE Mostellor& MoIer, Inc. pursuant to the Federal UU t' Copyright L ow. @2005, MASTELLER & MOLER, INC. SIC" AS NOTC-0 smEla 67 OF aq ISTEPHEN E. MOLER, P.E. FL#33193 OVANO MR q64q STATION: 325+00 CUT AREA (SF) = 36.04 FILL AREA (SF) = 302.98 CUT VOLUME (CY) = 136.74 FILL VOLUME (CY) = 1132.98 CUMULATIVE CUT VOLUME (CY) = 14709.69 CUMULATIVE FILL VOLUME (CY) = 62490.52 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) -= 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 STATION: 324+00 CUT AREA (SF) = 49.38 FILL AREA (SF) = 198.79 CUT VOLUME (CY) = 158.19 FILL VOLUME (CY) = 929.20 CUMULATIVE CUT VOLUME (CY) = 14572.94 CUMULATIVE FILL VOLUME (CY) = 61357.54 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 ROW EXISTING CONSERVATION AREAS 28 DO NOT DISTURB 0 "CLEARING -AND "GRUBBING'..._... _... 26 00'. _._ _. _.-. _.._-__. -_._. _- _--- ..__._. _,_ _.. ir. 8.56' --=---13.25' ,..,.. 9. 00` _ M 24 F 1 I t 1 , i 22 LT. _ PGL... _... _. I " 119. 92,' "-r- -8, OA' , 6, 00' 16. 00 12, 00' ._._.. 1 i i I 1 i I � 0.02 ' 0 0.02 � N a� n n 325+00 CONSTRUCTION BASELINE 324+ o0 CONSTRUCTION BASELINE Q RT. PGL LO 1 / � 1 1 1 i I �r� V �J L0 N ; f 002 0.03 N I N' 0.02`�' 0.02 : _ _ _20 �• �.. t � � I18 ... _._ _ _._... _._.-. _. -----_._. .�_. - ,... _ (_ _ .. _,_ .. _._ . "�M..�,.'- ^I�WY.fi—. _._mein. i• ♦ ( t .....- _ I I i 1 I : f i ` ' i I 1 ' 1 I f i 1 I I i � , ; 1 1 REGRADE EXJSTIN i 1 WAL (� 0.2% i S E � 1 EXISTING 12 � WATER MAID 1 1 � 1 ,EXISTING 8 �i FORCE —MAIN 1 I 14 I __ _ a__..__ . _. __...__ .__ _ __ .__ _ .__ __- _ _. _ __ _ _,._ __ ___ .__ .__ ._ _ _ _ _ ._ .__ _ . -14 I i 1 1 i i 10120 —100 -80 -60 -40 —20 0 20 40 60 80 100 120 V E R 4ilI T t C 2' A HORIZONTAL L 0 0'1 10' 20' County Road 512 GRAPHIC �J /� SCALE: HORZ, 1 "=10' GRAPHIC SCALE VER T. 1 "= 4' 9649PJCS2-2 TLB M g, 1�r+,� "Title to all documents which bear the cop)iri9ht .... . MASTELLER 4� MOLER, 'NC• �0 ROS -SECTIONS of taller Ac ler, Inc. is vested solely in ��(N� SE�"�ryMastefi� & Mder, Ina These documents ara V�CZ► provided to the owner soles m connection with ��qqgg Py. this Project. Any other use or reuse of these 1 AN i iJ i documents or any reproduction, display, sale, or Z 1� ,�' - e�iE%uW �JEM CONSULTING ENGINEERS zImprovementsother disposition of these documents by anyone a, L oA,� $-05 . - a Mostcler dt 1. expressly Moper,h( Inc. without consent of MN , Copyric,�t law.' Pursuant to the Federal CERTIFICATE OF AUTHORIZATION NUMBER 4204 * sc" AS NOTED No. DATE DESCRiP'noN DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 Ifi - sr+EU 68 OF aq REVISIONS (772) 567-5300 / FAX (772) 794--1106 ORI10- INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. ST E P H E N E. M O LE R, P.E. F L#3319 3 I owe NO q64q STATION: 32 7+ 00 CUT AREA (SF) = 53.79 FILL AREA (SF)= 310.48 CUT VOLUME (CY) = 195.80 FILL VOLUME (CY) = 1067.50 CUMULATIVE CUT VOLUME (CY) = 15075.09 CUMULATIVE FILL VOLUME (CY) = 64704.89 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 EL STATION: 326+00 0 CUT AREA (SF) = 37.80 FILL AREA (SF) = 308.83 CUT VOLUME (CY) = 169.61 FILL VOLUME (CY) = 1146.87 CUMULATIVE CUT VOLUME (CY) = 14879.30 CUMULATIVE FILL VOLUME (CY) = 63637.39 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME" OF UNSUITABLE MATERIALS (CY) -= 10486, 52 18 14 12 I T pr1 171 327+00 CONSTRUCTION BASELINE Ift 0 326+00 CONSTRUCTION BASELINE M QT orf r IAWM 1 28 26 24 22 20 18 16 14 12 10 28 26 24 22 20 18 16 14 12 10 —120 —aoo -80 so 40 —20 _ 0 20 40 so so aoo ago E T C 2' A HORIZONTAL L , 0 Count Road 5'12 0' 1Q' 20' SCALE: HORZ 1 "=10' GRAPHIC SCALE VER T: 1 "= 4' 9649PJCSZ--2 au�w 1L6 y �, Y ER '17tle to oil documents which bear the copyright TELLER MOLER, INC. �� CROSS -SECTIONS of MatdMoyer, Inc. is vested solely in ( �(, � s�M Mastdler & Molar, Inc. These documents are provideeto d to the owner solely in connection with c� this project. Any other use or reuse of these CHECKED '7GM documents or any reproduction, display, sale, or - Improvements other disposition of these documents b anyone t 3 > .. am CONSULTING ENGINEERS � � 0 1� C is expressly prohibited without consent of ;.�.�) .�...i ~ • •5 Hosteller &Molar, Inc. pursuant to the Federal DATE $-05 NMM CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Low.* scams A5 N01E0 No. one oEscRiP�aN DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 //^^�� p sr+Eer Gq OF $q REVISIONS (772) 567— 5300 / FAX (772) 794--1106 �OR10- INDIAN RIVER COUNTY -PROJECT# 9611A ©2005, MASTELLER & MOILER, INC. ISTEPHEN E. . M O LE R, P.E. F L# 3 319 3 DWG Mo g64q STATION: 329+ 00 CUT AREA (SF) = 70.63 FILL AREA (SF) = 210.50 CUT VOLUME (CY) = 255.56 FILL VOLUME (CY) = 569.59 CUMULATIVE CUT VOLUME (CY) = 15557.63 CUMULATIVE FILL VOLUME (CY) = 66156.83 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 16 mm STATION: 328+ 00 —100 CUT AREA (SF)- 51,94 FILL AREA (SF) = 265.97 CUT VOLUME (CY) = 226.98 FILL VOLUME (CY) = 882.35 CUMULATIVE CUT VOLUME (CY) == 15302.07 CUMULATIVE FILL VOLUME (CY) = 65587.24 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 22 20 18 16 14 12 10 ROW I T Pr_l LT. PGL 329+00 CONSTRUCTION BASELINE M 328+00 CONSTRUCTION BASELINE q_ RT Pf;l RT. PGL ROW 28 26 24 22 20 18 16 14 - 12 10 8 120 26 24 22 20 18 16 14 - 12 10 i i i t V 118 E 8120 -100 —80 —60 -40 —20 0 _ 20 40 60 _ 80 100 120 R 4' T C 2, A HORIZONTAL L , 0' 10' 20' County Road 512 SALE. HORZ. 1"-10' GRAPHIC SCALE VER T. 1 "— 4' 9649PJCS.2-2 _ oRArw LB �t l SVEj? "Title to all documents which bear the copyright Q�WW� MASTELLER &MOLER,INC. �© GROSS -SECTIONS M teller ler k Haler. Inc. is vested solely in DESIGNED SEHosteller & Mder, Ina. Those documents are ' provided to the owner other use in connection with C.R. ���fffthis projectAay other use or reuse of these CHECKED SSCwdocuments or anypro reproduction, display, sale, or —05CONSULTING ENGINEERS � % � � ~�,��n(jy,®other disposition of these documents by anyone !mod <.Is expressly prohtblted wlthaut consent of r�rh�' ovements Moeteller & Moler, Inc. pursuant to the Federal 9,r! �z �����1; DATE �i� CERTIFICATE OF AUTHORIZATION NUMBER 4204f rMMA `°� No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * Copyright�-� * PHASE 3 SCAM AS NOTED _ _ (772) 567-5300 FAX (772) 794--1106 4RID� ©200�, MASTELLER & MOLER, INC. SHUT 7Q of aq REVISIONS INDIAN RIVER COUNTY -PROJECT# 9611A STEPHEN E. MOL.ER, P.E. FL#33193 DWGNO g64q STATION: 331 + 00 CUT AREA (SF) = 53.01 FILL AREA (SF) = 133,51 CUT VOLUME (CY) = 237.59 FILL VOLUME (CY) = 381.41 CUMULATIVE CUT VOLUME (CY) = 16018.15 CUMULATIVE FILL VOLUME (CY) = 66965.26 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 I T. PGI STATION: 330+00 CUT AREA (SF) = 67.37 FILL AREA (SF) = 97.08 CUT VOLUME (CY) _ 222.93 FILL VOLUME (CY) = 427.0,E CUMULATIVE CUT VOLUME (CY) = 15780.56 CUMULATIVE FILL VOLUME (CY) = 66583.85 CUT AREA OF UNSUITABLE MATERIALS (SF) - 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) _ 10486.52 T Orr 331 + 00 CONSTRUCTION BASELINE 330+ 00 CONSTRUCTION BASELINE PT Pri RT. PGL 28 26 N .22 .20 18 -16 -14 -12 STATION: 333+00 CUT AREA (SF) = 123.47 FILL AREA (SF) = 55.12 CUT VOLUME (CY) = 504.56 FILL VOLUME (CY) = 190.28 CUMULA TI VE CUT VOLUME (CY) = 16890.78 CUMULATIVE FILL VOLUME (CY) = 67391. 78 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 Li STATION: 332+00 332+ 00 CONSTRUCTION BASELINE CUT AREA (SF) = 75.29 28 _. FILL AREA (SF) 72.45 CUT VOLUME (CY) = 368.07 FILL VOLUME (CY) = 236.24 CUMULATIVE CUT VOLUME (CY) -= 16386.22 CUMULATIVE FILL VOLUME (CY) — 67201.50 22 ._____............... CUT AREA OF UNSUITABLE MATERIALS SF -- 0 ( 2A CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 NO. I DATE ( DESCRIPTION I DR/APP REVISIONS 4t 14 -- 12 '2O TELLER" LER, INC. �, .. -"j` of Mosteller & Maier, Inc. is vested solely in _�— I,* iZjo Mosteller & Maier, Inc. These documents ore MAS0 provided to the owner solely in connection with - this project. Any other use or reuse of these documents or any reproduction, display, sale, or n. (E �� P other disposition of these documents by anyone ',^I ENGINEERS512 lm-r--%rovements M expressly Molar, Inc. wsuant consent of � , _ �� �� DATE 8-05 CONSULTI NG f"t � • Maatdler & Moia�, Inc. pursuant to the Federal Copyright Law." CERTIFICATE OF AUTHORIZATION NUMBER 4204 Psme AS NOTeD 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 _ . sr+u 72 or gq (772) 567— 5300 / FAX (772) 794-1106 ORIvI� ©2005, MASTELLER & MOLER, INC. ST E P H E N E. M O LE R , P.E. F L 3 319 3 0WG a0 g64q INDIAN RIVER COUNTY- PROJECT# 9611A STATION: 337+00 CUT AREA (SF) = 149.24 FILL AREA (SF) = 84.76 CUT VOLUME (CY) = 480.13 FILL VOLUME (CY) = 273.50 CUMULATIVE CUT VOLUME (CY} = 19229.52 CUMULATIVE FILL VOLUME (CY) = 68309.44 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 I 16 1 124- -120 �1 0 MM -60 L T. POL UP] -20 337+00 CONSTRUCTION BASELINE C E FE 336+00 CONSTRUCTION BASELINE r or-1 ri. OT On-1 RT Pr.1 ELI 60 Ez M 2,0 26 24 22 20 is 10 14 412 110 RW .. .. .... - --- - ----- ----- ---- ----- ---- ----- ----- ----- ----- -- - - ---- ----- --- - ----- ---- ----- ---- - --- ---- --- ----- 28- 28 Iz 1113.54* 1611. 99 LLI 1.94 -------------- ------ ------------ - -------------- 00' - ------ -- -- ------ -------- T 20 _301-00 --&-00! ----------- --- &00., - ---- ---- 4_7�.6_0 5.27' 4- 9,22'- EXISTING LANDSCAPE BERM! 12.100' 8. 73' C\4 4.78' 12,00' 4 ---------- P24 jC\ C\j 0 62' CN C:) CN C\4 ♦z 00 ic� + 00 .02 �0, 02 02 061 .. .... .. .. 0, ... ... ..... .. ........ ... ... . C\4 4.1 1CN STATION: 336+00 18 CUT AREA (SF) = 186.43 FILL AREA (SF) = 30.55 is CUT VOLUME (CY) = 621.61 FILL VOLUME (CY) = 213.54 CUMULATIVE CUT VOLUME (CY) = 18749.39 CUMULATIVE FILL VOLUME (CY) = 68035.94 IV - CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 12( CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 O.Uz 0 09 .0 EXISTING 12`0 WA TER-MAIN-e 77NG 8"0 FORCE -MAIN ...... ..... ------ ---- .... . ......... - --­-­--- ­ .... ...... --------- ----- -------- -------- --- ................. ------_- -- ..... ........... --- ­- ----- ------------ . ..... - --- ­- ------------------- - ---- - ---------------- ---- --------- --------- 14 12 I pop I . .... . . -100 -80 -80 -40 -20 6 20 40 60 80 100 120 335+00 CONSTRUCTION BASELINE A% r-Ala 111VU LA1ViL/ZI(.,Mr-r_ OCrVM ....... .... .......... M .. . ............ - ----- - .... ...... .. IS1 24 ......... .... 24 . ...... .... ...... . ..... ........ .......... .... .ot C\� Q) Itla, 00 NOT 'DISTURB 6% + CN InO �CN CN ! 02 Cq 01 02 CN tN 0.02 .19 22 22- - ----- ----- ----- .01 6.0 ----- ----- -- - --- T77 0.02 N ------------- ------- --- ---- T - ------------- 20- ---- ------------------ S TA T/ ON: 335+00 CUT AREA (SF) 166.28 EXISTING 12'40 WATER__iMAIN_�- V FILL AREA (SF) 77.18 "-EXISTING 8*90 FOPCE-MAIN . .... .... .. ------ - ­--- - - ----- - - ­__­­_-- 16- ...... . ... -- --------- - CUT VOLUME (CY) 653.17 FILL VOLUME (CY) 199.50 6# V .............. . .. ..... ........ . ... ... . . ..... ---------- --14 - CUMULATIVE CUT VOLUME (CY) 18127.78 E R CUMULATIVE FILL VOLUME (CY) 67822.41 4 12LJ i i 1,11 Ill, q 11 1,, 1 12 T CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 -120 -100 -80 -60 -40 -20 6 20 40 60 so 100 110 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 C 2' CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 A HORIZONTAL L. 0 1_ I -_ mwm� -County Road 512 09 100 1 20' SCALE: HORZ 1"-10' GRAPHIC SCALE VERT. 1 "-4' 9649PJCS2-2 M M D"M TLB IVER 'Title to all documents which bear the copytIght M ( F of Hosteller & Maler, Inc. is vested solely in DESIGNED qem MA STELLER & MOLER, I NC. 0 CROSS -SECTIONS Mosteller & Mole , Inc, These documents are provided to the owner solely in connection with id this project. Any other use or reuse of these CHECKED 5e�m documents or any reproduction, display, sole, or Ap other disposition of these documents by anyone ­N 6200" Is expressly prohibited without consent of LUU0 CONSULTING ENGINEERS 512 Improvements Mosteller & Ikl�ler. Inc. pursuant to the Federal DATE FMI CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law. scmz AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 sHEv 73 W 5q REVISIONS 1 (772) 567-5300 / FAX (772) 794-1106 OR110- INDIAN RIVER COUNTY- PROJECT# 9611A @2005, MASTELLER & MOLER, INC. ISTEPHEN E. MOLER, P.E. FL#331931 DWG NO a64:qj STATION: 340+00 CUT AREA (SF) = 140.21 FILL AREA (SF) = 13.79 2' CUT VOLUME (CY) = 581.19 FILL VOLUME (CY) 40.30 2 CUMULATIVE CUT VOLUME (CY) = 20674.33 CUMULATIVE FILL VOLUME (CY) = 68679.59 2 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) 10486.52 STATION: 339+00 CUT AREA (SF) -= 108.06 FILL AREA (SF) = 50.70 CUT VOLUME (CY) -= 459.76 FILL VOLUME (CY) = 119.43 CUMULATIVE CUT VOLUME (CY) -= 20093.15 CUMULATIVE FILL VOLUME (CY) = 68639.30 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 STATION: 338+ 00 CUT AREA (SF) = 110.03 FILL AREA (SF) -= 62.93 CUT VOLUME (CY) = 403.87 FILL VOLUME (CY) = 210.43 CUMULATIVE CUT VOLUME (CY) = 19633.39 CUMULATIVE FILL VOLUME (CY) = 68519.87 CUT AREA OF UNSUITABLE MATERIALS (SF) = 0 CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 0 CUMULATIVE CUT VOLUME OF UNSUITABLE MATERIALS (CY) = 10486.52 NO. DATE DESCRIPTION REVISIONS 114.00' --- S,OQ'. 4r32 4.00 EXISTING LANDSCAPE BERM DO - �... "' N r IR m CONSULTING ENGINEERS E ] im, CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 -40 -40 0 LT. PGL -20 340+00 CONSTRUCTION BASELINE q_ Z 04' 28.48' N C 339+00 CONSTRUCTION BASELINE A 0.02 56.48' 20 R T. PGL 338+ 00 CONSTRUCTION BASELINE LT. PGL q RT, PGL 0 20 County Road 512 SCALE: HORZ. 1 "=10' VER T. 1 "= 4' CROSS -SECTIONS u R. 512 lmv--%rovements l * p PHASE 3 INDIAN RIVER COUNTY- PROJECT# 0 28 2 24 2, 20 1$ 1 14 NATURAL GROUND ^V1 -^1V1- W z J W J qN, a ., PHASE I CONSTRUCTION (WESTBOUND o CL CONST PHASE I TRAFFIC �- 12' I � 12' CONST 0 PHASE I TRAFFIC t 12' I f 12' 4 I L —'��J :J ri" ,1!, ;&" I �'' 1111-1i''111 11111 :J M Et -+28 # t28' rCAAOnDn nv pA1�EMENT AS NEEDEt7 rEM ORARY SODDING NATURAL GROUND I W Z J rcAA�/10/t GV PAI�EMENT AS &I r1m I rEM ORARY SODDING NATURAL GROUND C. R. 512 ( STA 327=ii=50 TO STA 343=#=50] PHASE 1 LEGEND WARNING DEVICE OR BARRIER (SEE INDEX NO. 600) DENOTES DIRECTION OF TRAFFIC TEMPORARY PAVEMENT -_ DRAWN LTLB ..M .Ir 1 Y �j,R °Tltle to oil documents which bear the copyright DESIGNED ,,;7M MASTELLER TRAFFIC CONTROL PLANS of tellerlar & rarer. Inc. is vested solelymeet in MOLER, INC. �% - Hosteller & e ow Inca These documents are this pro to the owner solely In connection with bjl this project. Any other use or reuse of these CHECM M CONSULTING ENGINEERSlmyNrovements documents or anypro reproduction, display, sole, or n lam. yr�other disposition of these documents by anyone®is express) ahibited without consent a(~ A d Masteller & Moler, Inc. pursuant to the Federal � � *� 5 05 Y prohibited - DATE �- Capyr ght Low.'NM SC+AI.E AJ !Vt! 1 FD CERTIFICATE OF AUTHORIZATION NUMBER 4204 * PHASE 3 flow No. DATE oEscRlP'noN oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 �� SHEET 76 0► 89 VI S N (772) 567--5300 / FAX (772) 794-1106 ORI�� INDIAN RIVER COUNTY- 9611A ©2005, MASTELLER & MOLER, INC. FR STPHEN E. MILER, P.E. FL 3313 DWG NO g64q L CONST PHASE I CONSTRUCTION (WESTBOUND BRIDGE) PHASE I TRAFFIC ( EXISTING BRIDGE) f 12' r �L4 ON �r 2 CONST f 9 2' Lli LU it J f PHASE I CONSTRUCTION (WESTBOUND) . /— TEMP. SHEET PILE I PHASE l TRAFFIC f 12' f 12' f I I EXIST -k30' ROADWAY 9 im ... i I UUM IFF STA 284mii=00 TO STA 290 STA 298=ii=00 TO STA 305 PHASE i LEGEND WARNING DEVICE OR BARRIER (SEE INDEX NO, 600) DENOTES DIRECTION OF TRAFFIC -- _ DRAWN TLB ... _ .. .. �TRAFFICQNTR L PLANS a M t ell documents which beer the copyrightseeSTELL 4 MOLER, 'NC• Cie of Mosteller iar & Maier, Inc. is vested solely in _: DESI%I�Q� JGI 1 /\/Y\ providler & e ow Inc. These documents ore � �= � provided to the owner solely to connection with QQQ this project. Any other use or reuse of these - CHECKED SEM CONSULTING ��'y+� Q ce"o g'^n documents or any reproduction, display, sale, or 1.JON vIJ 11NG ENGINEERS '� `.i ether essly pn of these doouments by anyone DATE $v� �Improvementsis expressly prohibited without consent of � Mosteller & Molar, Inc, pursuant to the Federal Copyright Low.`NM SCALE AS NOTE-P CERTIFICATE OF AUTHORIZATION NUMBER 4204 � (�\\ T k �C No. DATE DESCRIP110N oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 PHASE 3 - -- SHEET 77 of >q REVISIONS (772) 567,-5300 f FAX (772) 794--1106 �OR10- INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. STEPHEN E. Mt}LER, P.E. FL#331 93 DWG 40 q64q NATURAL GROUND PHASE li TRAFFIC 612' 8' -am- SHLOR. i q CONST 0 .� ♦ . J Ill NATURAL GROUND IN 111q;up'llffi 1&01� I ... • i r rVCY4 M C CONST PHASE // TRAFFIC PHASE ll CONSTRUCTION (EASTBOUND) 10 ? 2' 12' 8' 28.65' SHLDR. SHLOR, TYPICAL PHASE 11 C. R. 512 ( STA 327=i=50 TO STA 343=i=50) CONST PHASE Il TRAFFIC WESTBOUND BRIDGE) PHASE ll TRAFFIC (EASTBOUND BRIDGE) BRIDGE TYPICAL. SECTION 11 STA 294qw00 TO STA 298mimOO qh PHASE 11 LEGEND in WARNING DEVICE OR BARRIER (SEE INDEX NO. 600) DENOTES DIRECTION OF TRAFFIC T Ct oaAwN tL8 M of�, IV I? r "Title to all documents which bear the copyright A S T E L L E R&MOLER,iNC. TRAFFIC CONTROL PLANS pr v ded to & Mder. Inc. fis led solely DE� Eo sei�Maateller & Mal r, Inc. These documents are w ,b(`I•� pravidad to the awner solely In connection with documents tor anyyother use repr duction,rreu5c of dispay, sale, ore _ CHECKED e� CONSULTING ENGINEERS CImprovements etherwally disposition at these documents by anyone JAN 21, f r DATE ^'vg ® is expressly prohibited without consent of � 6 • • Mosteiler & Moler, Inc, pursuant to the Federal FMI CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Low.' NO. DAB DESCRIPTION oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * � ... � * PHASE 3 SCAM As NOT�P SHEET 78 W 8q (772) 567-5300 FAX (772) 794-1106 �4RID� RE VISIONS INDIAN RIVER COUNTY- PROJECT# 9611A @2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG to gs4q NATURAL GROUND ^V1 ^V—^ W ( PHASE 111 TRAFFIC WESTBOUND 31 tY L __ 1 &' 12' SHLDR, I PHASE 111 CONSTRUCTION 6% C 69- q CONST 8' S LH D ,R PHASE 111 TRAFFIC (EASTBOUND) 12 pt 16, 0 TYPICAL SECTION PHASE III *00116 %WOMR. 512 STA 257=i=24 TO STA 327mi=501 PHASE /// TRAFFIC WESTBOUND L CONST ,PHASE ill C NSTRUCTION , 0 PHASE 111 TRAFFIC (EASTBOUND) 10' 12 12' 8' 28.6528.65' $' 12' 12' 10, SHLDR, SHLDR. SHLDR, SHLDR. 69- TYPICAL SECTION PHASE III C.R. 512 STA 327niF50 TO STA 343qw50 '0 q CONST PHASE 111 TRAFFIC (WESTBOUND) 12 12' nn II PHASE 111 TRAFFIC (EASTBOUND) BRIDGE TYPICAL SECTION III STA 294m*00 TO STA 298=POO yr NATURAL GROUND PHASE III LEGEND WARNING DEVICE OR BARRICR (SEE INDEX NO, 600) DENOTES DIRECTION OF TRAFFIC MAM TLB "Title to all documents which bear the copyright �+.� t� A S T E L L E R&MOLER,INC. � s- TRAFFIC CONTROL PLANS provided Mosteller & Mder, Inc. is vested tidy In DES) '(s1I�Q t 0� Mosteller & War, Inc. These documents are AA� provided to the owner solely in connection with �+GG�,,t �h� +. this project. Any other use or reuse of these CHECKED se 1 CONSULTING ENGINEERS zImprovements documents or any prohibited reproduction, display. sole, or - n other disposition of these documents by anyone ?i `' M � � is expressly prohibited without consent of � °�' =°d '� � � DATE ® Mosteller & Moler, Inc. pursuant to the FederalKMI 8"•��� CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law.* � SCALE As NOTED No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * PHASE 3 °' SHEET 7q or Sri REVISIONS (772) 567-5300 / FAX (772) 794-1106 ORIDA INDIAN RIVER COUNTY- PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DwoNO 1 I' ! \ ►, ' \ i r 1) THE MAINTENANCE OF TRAFFIC FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (U.S. DEPARTMENT OF TRANSPORTATION, F.H. W.A,) ATTENTION IS DIRECTED TO INDEX NO. 'S 600, 601, 602, 603 607, 608, 609, 613, 614 (1 OF 2, 2 OF 2), 617, 620, 621, 622, 623, 624, 640, 64 1, 8c 650 OF THE ROADWAY AND TRAFFIC DESIGN STANDARDS (BOOKLET DATED JAN 1994), FOOT INTERIM STANDARD TO ENGLISH EDITION (BOOKLET DATED JAN 1994) 2) NO STREETS OR ROADS, CROSSING C. R. 512 WITHIN THE LIMITS OF THE PROJECT SHALL BE BLOCKED OR UNDULY RESTRICTED AS DETERMINED BY THE ENGINEER. 3) SHOULD A LANE CLOSURE CAUSE AN UNACCEPTABLE LEVEL OF TRAFFIC CONGESTION THE ENGINEER SHALL DIRECT THE CONTRACTOR TO OPEN THE LANE UNTIL SUCH TIME THAT TRAFFIC /S RETURNED TO AN ACCEPTABLE FLOW. ,) PASSING SHALL BE PROH/B/TTED THROUGHOUT THE CONSTRUCTION ZONE FOR THE DURATION OF THE PROJECT, 5) THE CONTRACTOR SHALL PROVIDE SIGNAL CONTROL WITH THE ADEQUATE SIGNAL PHASING AND TIMING TO MOVE TRAFFIC SAFELY AND EXPEDITIOUSLY THROUGH OR AROUND WORK AREAS. THE CONSTRACTOR'S RESPONSE TIME TO REPORTED TROUBLED CALLS SHALL BE WITHIN FOUR (4) HOURS, AND PROPER SIGNAL OPERATION SHALL BE RESTORED WITHIN TWENTY-FOUR (24) HOURS. DURING THE 4—HOUR WAITING PERIOD (RESPONSE TIME), THE CONTRACTOR SHALL PROVIDE COMPETENT FLAGGERS TO DIRECT TRAFFIC AS REQUIRED BY THE STANDARDS, 6) THE EXISTING SIGNALIZED INTERSECTIONS ARE AT; COUNTY ROAD 510; COUNTY ROAD 505 (ROSELAND ROAD) CONSTRUCTION OPERATIONS WILL DESTROY THE LOOPS SERVICING THIS INTERSECTION, THEREFORE, ACTUATED SIGNALS SHALL BE CHANGED TO FIXED TIME AS DIRECTED BY THE ENGINEER. 7) REQUIREMENTS FOR WARNING DEVICE AND BARRIERS ARE OUTLINED /N INDEX NO, 600 SHEET 5 OF 10 AND SHALL BE ADHERED TO. 8) A VARIABLE MESSAGE BOARD SHALL BE PROVIDED WHERE TRAFFIC IS BEING SHIFTED AT THE BEGINNING AND END OF PROJECT FOR BOTH WESTBOUND AND EASTBOUND TRAFFIC, OR AS OTHERWISE DIRECTED BY ENGINEER. THE MESSAGE BOARD SHALL READ "LANE SHIFT AHEAD OR AN APPROPRIATE MESSAGE AS DETERMINED BY THE CONTRACTOR AND THE ENGINEER, 9) CHANNELIZING DEVICES SHALL BE IN CONFORMANC WITH "DROPOFFS IN WORK ZONES" OF INDEX NO. 600. 10) THE CONTRACTOR SHALL NOT POND WATER ON THE MAINTAINED TRAVEL WAYS DURING CONSTRUCTION 1 1) SPEED SHALL BE POSTED AT 45 MPH WITHIN LIMITS OF CONSTRUCTION EXCEPT WITHIN LIMITS OF SCHOOL ZONE THE POSTED SPEED SHALL BE 35 MPH. 12) LEFT TURN LANES SHALL BE MAINTAINED AT ALL SIGNALIZED INTERSECTIONS DURING ALL PHASES OF CONSTRUCTION. 13) CONTRACTOR SHALL SUBMIT SHEET PILE DESIGN AND SHOP DRAWINGS FOR ENGINEERS APPROVAL PRIOR TO ORDERING. 14) EXISTING SIGNS OR TEMPORARY SIGNS IN CONFLICT WITH CONSTRUCTION SIGNS SHALL BE COVERED AS DIRECTED BY THE ENGINEER. 15) THE CONTRACTOR SHALL MAINTAIN ROADWAY LIGHTING WITHIN THE LIMITS OF PROJECT AT ALL LOCATIONS WHERE LIGHTING CURRENTLY EXISTS. TEMPORARY LIGHTING SHALL MEET CURRENT LEVELS OF ILLUMINATION. 16) THE CONTRACTOR /S TO PROVIDE 3' BY 2' SIGNS WHICH IDENTIFY BUSINESS ENTRANCES TO HELP CUSTOMERS FIND THEIR WAY THROUGH DETOURS TO BUSINESSES WHOSE NORMAL ACCESS WILL BE IMPEDED, 1 7) TEMPORARY PAVEMENT SHALL CONSIST OF EITHER 6" OF LIME ROCK BASE WITH 1— 112" OF TYPE S ASPHALTIC CONCRETE OR 5" OF ASPHALTIC CONCRETE. 18) THE TEMPORARY PAVEMENT SHALL BE CONSTRUCTED TO MATCH EXISTING CROSS SLOPES, THE CONTRACTOR SHALL CONSTRUCT 6' STABILIZED SHOULDER ADJACENT TO THE TEMPORARY PAVEMENT, PHASING PHASE I 1) MAINTAIN ONE LANE EACH DIRECTION ON EXISTING ROADWAY. 2) CONSTRUCT DRAINAGE STRUCTURES AND PIPES ON NORTH LEFT SIDE (LT) OF ROADWAY AND CROSS DRAINS TO THE LIMITS OF PHASE / CONSTRUCTION. 0 3) CONSTRUCT TWO LANES OF WESTBOUND ROADWAY THROUGH STRUCTURAL COURSE ( EXCLUDING THE FRICTION COURSE), SWALE OR CURB AND GUTTER AND SIDEWALK EXCLUDING THE FRICTION COURSE. 4) PLACE TEMPORARY SHEET PILE FROM APPROX STA 284+00 TO STA 294+00 AND STA 298+00 TO 305+00 AS NEEDED. 5) CONSTRUCT WESTBOUND (LT) BRIDGE. 6) AT MAJOR INTERSECTING SIDESTREETS (e.g. CR 512 & CR 505) o) CONSTRUCT UP TO THE CONSTRUCTION LIMITS. b) SHIFT TRAFFIC AND CLOSE LANES AS NEEDED TO COMPLETE THE INTERSECTION. 7) PLACE STORMWATER PREVENTION AND POLLUTION CONTROL DEVICES. PHASE /I 1) TEMPORARY STRIPE WESTBOUND ROADWAY AND SHIFT THE TRAFFIC TO NEWLY CONSTRUCTED WESTBOUND (LT) ROADWAY. 2) CONSTRUCT REMAINDER OF DRAINAGE STRUCTURES ON THE EASTBOUND (RT) ROADWAY. 3) CONSTRUCT TWO LANES OF EASTBOUND (RT) ROADWAY THROUGH STRUCTURAL COURSE (EXCLUDING THE FRICTION COURSE), SWALE OR CURB AND GUTTER AND SIDEWALK, 4) AT MAJOR INTERSECTING SI DESTREETS o) CONSTRUCT UP TO THE COSTRUCTION LIMITS. b) SHIFT TRAFFIC AND CLOSE LANES AS NEEDED TO COMPLETE THE INTERSECTION. 5) CONSTRUCT EASTBOUND (RT) BRIDGE PHASE ll / 1) SHIFT EASTBOUND TRAFFIC TO THE EASTBOUND ROADWAY AND RESTRIPE THE WESTBOUND ROADWAY FOR ULTIMATE LANE CONFIGURATION. 2) FINISH ALL MEDIAN CROSSOVERS NOT CONSTRUCTED /N PHASES i OR 3) PLACE FRICTION COURSE AND FINAL PAVEMENT MARKINGS. 4) UNCOVER CONFLICTING SIGNAGE 0 a64�iGt�tuac DRAW TLB g,1 Y C.R °Title to all documents which bear the copyright A S T E L L E R&MOLER,INC. �Q TRAF IC CONTROL PLANS of Mosteller Mown Inc. is vested eddy in DESIGNED SEIptMosteller & Mder.Inc. These documents ore .. provided to the °caner solely in connection with C //��''this project. Any other use or reuse of these CHE�D SEM Ais exp essly any reproduction, die con ede, �r5--05 otherdis osition of these documents b on one yCONSULTING ENGINEERS � �y s JAN � �U� DATE ® is expressly prohibited without consent of "! A A Mosteller & Moler, inc, pursuant to the Federal RfivM1 CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright `°"'� * � � � * PHASE 3 SCALE As �reo No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 - SHEET 80 OF $q REVISIONS {772) 567--5300 FAX (772) 794-1106ORID�' INDIAN RIVER COUNTY- PROJECT# 9611A ©2Q05, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL 33193 DWGND g64q UAI V I C 9 Principle Post Position (Coated 200 Toward Flow) Post (Options# 2" x 4" Or ( Optional Post Position Slotted PVC Cavrieotor Pipe 2f Mtn. Dta. Wood; Steel I Filter Fabric (in $ tN®ro/ cols Rslnfonal iI LAs/Ft. Mtn.) 61 Max. � Conformance With C Sec. 985 FDOT Spec,) 4 Closed Cell Solid P/aetla foam Flotation t6' DAM Equiv.) (12 as. Per Ft. Buo)aegy) �. -- Filter Fabric "- !"Polypro trope (600ib.8remtJrnp r .,, - . ,_ -. - - - ... _ - - T - ..I ® 11► r �l8 oz. Nylon RNnforf»d o rPVC04F*Nbyr1koft(,3fiW#1A0f$ .1.-Sllt Flow PVC Fdbrk (3OD pe! rest: i Strength!stress Plate-4� estwlth#ting Gramtmets� f"GaNantted Chats a :;.. " bVI Sheol LAW Steel Cable WOO Lbs. Breaking ShIvAq N With Schicaized Conneo/ors (Tool Free Disconnect) Closed Cell Solid Plastic Foam Flotation er Dk. awtv.) (n lbs. Per Ft. Buoyancy) --\ mIlvonlzed Chain TYPE I TYPE II D, -5' Std. (single Pane! For D.ptlls 5' or Lam q~ t� nr'" ELEVATION SECTION Do -5' Sid (Additlona! Papal For Depths> 5'� i ( Curtain To Reach Bottom Up To Depths Of 10 Feet. Twd2) Panels To Be Used For Depths Granter Than i I Fi'Tt IoeColn hee red tv$ Forneim0oAs Determined �ineer. P Pagr tgottans, Z' x 4' or Z# Mtn. li. ill.)WooSreet / h33 Lbs/Ft, Min.) R1_ ..- PVC Fabrics 000 psi Test) STAKED TURBIDITY BARRIER i I Notes Slit Fence to be gold for under the contract unit price for Staked Sllt Fet:ce (LF). LEGENDrt {PGNENTS fN TYPES I AND II MAY BE StN1LAR ()R IDENTICAL �I 4' 4' I . ` t TYPE ZTl Sl L T FENCE Pile "actions TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY '� Propossd Tat of $lope RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPCWSJBIUTY OF ,• ® Dredge Or FJd! Area THE USER. SVBST17VTIMS FOR TYPES X AND I SHALL BE AS -- - -- - - Type III $llt Fence o - APPROVED BY THE EA1011 R. j( 00 Mooring Suey w/ArcMr -=RF I I I I 4-�' Slit Flow �pl► a; + ." -+ Anchor FLOATING TURBIDITY BARRIERS E"''tt"° Cauaewz?y Barrior Movement Do O To Current Action Note: Share one 46 Turbidly barriers for flaring streams and tidal ,.- I crooks my be either floating, or Y comili altons of types that w�i wi��- T .- _. ,-. - - -- --caridiflons and meet erosion control and waterType III Slit Fence n quality requirements. The barrier fype(s) will(ybe at the Contractors option unless otherwise SODDED AREAS TO BESOD MiNIMUM OF pac g ype hbe onoorlfied to Ma fleet(lans. however hed Innt winNote: S in for T IQ' Fent:e to be In � r.:GRADED 2" BELOW FINISHED 4' AROUND INLET 1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT ocCordonce with Chart I, Index /02 Sheet / of 3 Share LinLimits Of carat. pa wfr Me ' it old established rn the•phis for flopifng Turbidity Banter ard/a �r�DEPOSITS SHALL BE REMOVED AND WASHOUTS/STRUCTURAL FAILURES SHALL and ditch Installations at drainage Type Ill Silt Fence Protection Staked Turbidity Banter. Posts In slakedGRADE SUCH THAT TOP OF (ALL SIDES) BE REPAIRED IMMEDIATELY. structures index 102 Sheet Sheet 2 of 3. Around Ditch Bottom Inlets. Limits Of CoasShare Line k4 td/fy barriers to be installed to vertical SOD IS AT FINISHED GRADE position unless otherwise directed by the @I N6 OF FILTER FABRIC SHALL ONLY BE DONE AT SUPPORT POSTS MATH DD mat de to to a manner that sit fences w111 act as a dam across permanent flowing Engineer. I $o AtJg Wt 2 MINIMUM OVERLAP OF 6". watercourses. Slit fences are to be used at upland locations and turbidity barriers 3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN used at permanent bodies of water. STABILIZED WITH SOD OR SEED do MULCH. SILT FENCE APPLI CA TIONS INLET EROSION CONTROL TYPICAL SILT FENCE (N. T. S.) FDOT INDEX 102 (N. T. S.) Sod To Tot Of Front Slope When A/gebnsio Dlfferenao in Roadway Grade Euxeeds 4x 10 Min. Je Sod r-- A Point Of Sag S01111010 10Verkrgoed) See Flwe Detail K>IO' MIA. I AsphoH M Shoulder Point Sams As (TO 2' Beyonyou � d Shoulder PoiMI of Av Notch Will fat" uk T ill M The Entire Limits 0f Project. Asphalt Mukah W!1/ Normally Not Be Necessolry When T*011 Or Muck Blanket /s Used: LOW Point Of Sag �--f Shoulder Point 1 4' Paved Shoulder Asptatt Mulch 6' Sodding (Overlapped) 7 Sod Rip Shaddsr Point SECTION AA Use 4' Paved Shoulder And 32' Sod Strip When Negative (Symmetrlcal About f) Oroda intorsads Positive Grade And Algebraic Difference In Roadway Grades is 2x Or Greaten When Aigebok Difference in Roadway Grades is Between !x a Zx. Use 32' Sod Strip OnI GENERAL NOTES 4' Pored Shoulder as Shoulder Po!M Same As Above 50' s Shpu/def PolnI Asphalt lurch 1. Erosion control details are OW1102ble to new ansM&W, r`0110 c 100 and AM protects. 2. For sodding odlocent to dachas and at headwalls, $et index No. M. J. All front slopes steeper than Sri are to be sodded. SEEDING RATES (Lbs/Ac) FOR NEW SHOULDERS AND SLOPES* TYPE OF SEED ZONE I ZONE II COASTAL INLAND COASTAL INLAND Mor. to Nov. Nov: to mar. Mar, to Oct. Oct. to Mar. Fah. to Dec. Dec. to Feb. Feb, to Des Dec. to Feb. PERMANENT GRASS utwiled Bermuda 20 20 2D 2D 20 20 20 20 Bahia Argentina Or Pensaaota S0 00 ao so QUICK GROWING Brown Top millet 20 20 20 20 Annual Rye Grass 20 20 20 E0 TOTAL POUNDS PER ACRE 1 40 40 /20 120 40 40 /20 120 Note# The seeding rates showwr In this table apply only when seed Is sproad by an approved mechanical .spreader meeting the requirements of Seatlian 570 and 5TT of the Standard Speotfic 1*M- *See Index No. K)5 for zone boundaries and seeding rates for shoulder reworking. Ten AVY Berm 4' Paved Shoulder '� �. See Table Below Shoulder Point For Application Asphalt Mufeh _ k ?�' R RURAL UNDIVIDED ~ 25X �'� r Pa�3/wulder t4' $tdL_ Shoulder Point a "' _ ® ,,,, Stopgerd Joints Between ", Upper And Lower Layers „s 4' Paved Shoulder -See Table Below For `. TIrrWSVERSE SECTION LONGITUDINAL SECTIONgpp/iootlon. Same Applies To Low Side do > '--Outside Edge Of Pavement For Fallril --With UnpavedShovtders. OVERLAPPED S00 FLUME ^'� w Paved Shoulder (I SM.)) i5et N Ion Above ..•- ,.,- _. _.., _ Conventional Grassi RURAL DIVIDED f 4' Paved Shoulder Shoulder Point Sod CR/TERiA FOR PAVING SHOULDER ON OMOED AND UNDIVIDED FACILITIES Design Speed Degree Of Curve Nate` Pared shoulders are roWifed on o11 cures 3O T' Or Greater meeting the criteria fo6vlatel. For saves 40 5, Or Greater not meeting the arfterlo, shoulders are to 50 4' Or Greater be paved where erosion of the shoulder Is 60 3' Or Greater widen# or onticlpated 65 3' Or Greater 70 2' 0r Greater 'Shoulder Point Shoulder Point-, SECTION BB (Sy/nmetrtca/ About f) SHOULDER AND SLOPE TREATMENT IN SAG VERTICAL CURVES Turbidity ♦ • • i /Ik1TE'St Bafflers 1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. GENERAL NOTES 2, Number and spootng of achors dependent on current velocities. 1. Floating hrrbldtty barriers we to be paid for under the 3. Deployment of barter wand pile locations may vary to dommimilate construction operations. contract unit price for Floating Turbidity Baffler, LF. 4. Natgatlon may require aegmentlrng borrlar during cdnstruofldun operatloras. 2 Staked turbidly barriers are to be paid for under the contract 5. For addittonol informotlon sae SectTOn 104 of the Sfandord Specificotlons, unit price for Staked Turbidity Barrier, LF. TURBIDITY BARRIER FOOT INDEX 103 (Nr T. S.) Cut Limit For Minimum Remora/ Of Plastic Material Median T N ii' Gutter to Inner And Outer Cut Limit For Preferable Removal Of Plostk+ Material. Where Preferable Method Of Removal Governs And lt is Irr�po�sib/a To Place The tltdardraln At The Outer Cut Limit Due To Conflict With Strom Sewer Hain, Remove To ironer Limit And Place (Inderdratn At Location Shown For Minimum Removal. Line At locations where plastic material is being removed. Me side dridas must be at least as deep as the undercut plane. ndorout Li Where paved side dltaties we used In areas of removal of plastic material, the fop of the ditch pavement must be no higher thou the undercut plane. Remove Pkrstio Meter ai T Extended UndeAwt Slope When Undor4rato Located At outer Control one Limit MISCELLANEOUS DETAILS This Line. $ee Note �4ff or 042 Undercut Backs/4" Who underdrain Located At Book Of Oft Undardrain, $ee index No. M Minimum grade on underdratn pipe shall be 0.2x. HALF SECTION ��Thls 2owo 2,wNOTES# Refer to roodwoy Dross sections to determine whether m/nimnmf w preferable removal is used. �PAntloMaterial Tne *Wtwo frequency of median beaks lndlootes that It is Impractical to lase p/ostla material In Me medwn, the desJgrner may elect to indicate total removal of this material. TYPICAL CUT SECTION ON TANGENT if akrring construction It booms apparent, due to normal rewired construction procedures, that It Is Improotkal to loa+e the plastic notarial to the median, Iota/ removal of this material shall be approved by the Engineer. �� vpseswr REMOVAL OF PLASTIC MATERIAL AND LOCATION .rw..r 24' OF UNDERDRAIN IN MUNICIPAL CONSTRUCTION Remove Plastic material TO This Line Section On Tangent swtlw on sr4 a/eveloo TYPICAL CUT SECTION ON SUPERELEVATION � o REMOVAL OF PLASTIC MATERIAL ON INTERSTATE Remov® Plastk Material To This LIn FACILITIES, FREEWAYS, DIVIDED PRINCIPAL AND MINOR ARTERIALS AND MAJOR COLLECTORS TYPICAL CUT SECTION HAVING DEPRESSED MEDIANS Notes When this detail Is applied to minor ooliectors and l000t fooilifles, the aiderwt may be rod( oed to Ir. REMOVAL OF PLASTIC MATERIAL ON DIVIDED FREEWAYS, PRINCIPAL AND MINOR ARTERIALS AND MAJOR COLLECTORS HAVING FLUSH MEDIANS, AND, ON UNDIVIDED PRINCIPAL AND MINOR ARTERIALS AND MAJOR COLLECTORS REMOVAL OF PLASTIC MATERIAL Remove Muck Within The Lhatts Remove Overlying Material And Muck Shown And Bookflll in Acooraknce Within The Limits Shown And 8aokftlt With index No. SOS, Unless Otherwise In A4cgrrt r With Index No. 505, Called For In The Plans Or Directed Unless Ol Otherwise Ciseed For In The Plops Otherwise By The Engtneen The Limits Or Directed cAlide tFu By The Engineer; include Full Modlen Width When ApPlled The Limits id To felt Median Width To Divided Foollltles When Applied To ONlded Faclllttes. puler POO&W _ Control Line Set By Norma/ Shoulder Point deter lroodiway Whether Or Not Shoulder Gutter IS Used -- - Book Of Proposed Or Future sidewalk IT � Gutter Line - overlying Material \Y 1 1M Bottom Of musk ---*V " 'e- Limit For Minimwn Removal WITHOUT OVERBURDEN - HALF SECTION Remove Over jAg Material And Muck Within The Limits Shown And 8ofskfitl In Aocordonce With Index No, 505, unless otherwise Called For In The Plans Or Directed Otherwise By The Engineen The Limits include Full Median Width When Applied To Divided Facilities. Outer Roadway #-� Boat Of Pmposad Or Future Sidewalk Gutter Line , SHOULDER AND SLOPE TREATMENT FOR SUPERELEVATED ROADWAYS EROSION CONTROL FOR PE MAMNET CONSTRUCTION FDOT INDEX 104 (N. T. S.) HM M MA iTELLER & MOLER, INC. N CONSULTING ENGINEERS N CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO, DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS(772) 567-5300 f FAX (772) 794-1106 Bottom of Muck Limit For Mintmum Removal - �1 WITH OVERBURDEN - HALF SECTION Remove Muck Within The Limits Shown And Baakflll In Aocordance With index No. 5W, Unless Otherwise Galled For in The Plans Or Directed Otherwise By The Erpineart The Limits ihokWe Full Median Width When Applied To Divided Facilities Control Line Set By Normal Shoulder Point Whether Or Not Shoulder Gutter Is Used -- Outer Rooa►voy �­��fiottam ofOverlying Naterta�rUza Moak Limit For Minimum Removal '1 k WITHOUT OVERBURDEN - HALF SECTION Bottom of Muck I Limit For M/nimam Removal WITH OVERBURDEN - HALF SECTION IN RURAL CONSTRUCTION IN MUNICIPAL CONSTRUCTION REMOVAL OF MUCK AND PLASTIC MATERIAL (NTS) FDOT INDEX 500 "� g1VE.R �ORIDA EROSION CONTROL DETAILS C*R* 512 Improvement,%. Phase 6 GENERAL NOTES 1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TiME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTIONS AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. BREVARD COUNTY CODE CHAPTER 14 SECTION 20.17 SHOULD BE CONSULTED FOR PROTECTION OF STOCKPILES FROM WIND. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABUSHED UNTIL A GROUND COVER IS ACHIEVED THAT, 1N THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6. STABILIZATION MEASURES SHALL BE APPUED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSION IMMEDIATELY AFTER INSTALLATION. 7, SURFACE RUNOFF FORM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL OT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OF SLOPE DRAIN STRUCTURE, 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 11, SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. GRATE INLETS AND CURB INLETS SHALL BE PROTECTED WITH GRATE INLET PROTECTOR PCD-1000 AND CURB INLET PROTECTOR PRODUCED BY SUNTREE ISLES, INC., OR EQUAL. 12, BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL 13, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS, EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY, SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 17. UNDERGROUND UTILITY LINE SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: (A) NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. (B) EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. (C) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE. OR BOTH, AND DISCHARGED I A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. (D) RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 18, WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURB AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA, STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION, 21, EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS, 101, 102, AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 22. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTERNATE PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. REMOVAL OF MUCK 1. ALL DETAILS SHOWN ON THIS INDEX FOR THE REMOVAL OF MUCK AND PLASTIC MATERIAL APPLY UNLESS OTHERWISE SHOWN ON THE PLANS. 2. UTILIZATION OF EXCAVATED MATERIALS SHALL BE IN ACCORDANCE WITH INDEX NO, 505. 3. WHERE MUCK OR PLASTIC MATERIAL IS UNDERCUT, BACKFILL SHALL BE MADE OF SUITABLE MATERIAL IN ACCORDANCE WITH INDEX NO. 505, UNLESS OTHERWISE SHOWN ON THE PLANS. 4. THE TERM "PLASTIC MATERIAL" USED iN THIS INDEX IN CONJUNCTION WITH REMOVAL OF PLASTIC MATERIAL IS AS DEFINED UNDER SOIL CLASSIFICATIONS FOR PLASTIC (P) AND HIGH PLASTIC (H) ON INDEX NO. 505. 5. THE TERM "MUCK" AS USED ON THIS INDEX IS DEFINED AS ANY TERIAL WHICH HAS AN AVERAGE ORGANIC CONTENT GREATER THAN FIVE (5.0) PERCENT, OR AN INDIVIDUAL ORGANIC CONTENT TEST RESULT WHICH EXCEEDS SEVEN (7.0) PERCENT. ORGANIC MATERIAL SHALL BE REMOVED AS SHOWN ON THIS INDEX UNLESS DIRECTED OTHERWISE BY THE ENGINEER. AVERAGE ORGANIC CONTENT SHALL BE DETERMINED FROM THE TEST RESULTS FROM A MINIMUM OF THREE RANDOMLY SELECTED SAMPLES FROM EACH STRATUM, TESTS SHALL BE PERFORMED IN ACCORDANCE WITH FM 1-T267 ON THE PORTION OF A SAMPLE PASSING THE NO, 4 SIEVE, 6. THE NORMAL DEPTH OF SIDE DITCHES SHALL BE 3.5 FEET BELOW THE SHOULDER POINT EXCEPT IN SPECIAL CASES. 7. IN MUNICIPAL AREAS, WHERE UNDERDRAIN IS TO BE CONSTRUCTED BENEATH THE PROPOSED PAVEMENT, THE GRADE OF THE UNDERDRAIN IS TO BE SUCH THAT THE UNDERDRAIN FILTER MATERIAL WILL NOT EXTEND ABOVE THE BOTTOM OF THE STABILIZED SECTION OF THE SUBGRADE. WHETHER LOCATED IN NON -PLASTIC OR PLASTIC SOILS THE UNDERDRAIN WILL BE LOCATED IN ACCORDANCE WITH THE DETAIL "REMOVAL OF PLASTIC MATERIAL AND LOCATION OF UNDERDRAIN IN MUNICIPAL CONSTRUCTION", ON SHEET 2, UNLESS SHOWN OTHERWISE ON THE PLANS. GRADATION OF THE FILTER MATERIAL SHALL CONFORM TO FDOT SPECIFICATIONS, MINIMUM GRADE ON UNDERDRAIN PIPE SHALL BE 0.= 8. SEE INDEX NO. 506 FOR MISCELLANEOUS EARTHWORK DETAILS. DWI 9649DE21 DRAWN C.J.F. `Tltis to all documents which bear the copyright of Mostelier h Molar, Inc, is vested solely in Mosteller & Molar, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Mostdler ik Molar. Inc. pursuant to the Federal Copyright Law. '. _ A �7 7 DESIGNED i4. F C. CHECKED DATE 8-05 SCALE AS NOTED SHEET 81 Of 89 ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E., FL#33193 DWG NO 9649 (PE TN AA 54' R.G(/7 "� CONTINUOUS _ L - \�-ir- PRE-FORMED ITE 54" R.C.P. WATER STOP JIM � A INV EL. ABOVE AND Q0 BELOW OPENING a� /-#509'O.C. TOP OF NW SLOT 54" R.C.P. •..-gin.-- 1NV. -11.65 I C 4„ 4.' 2; _C 4,r 4„ I I PLAN VIEW MODIFIDIED TYPE V INLET TOP 6" [.4— ZJoo Kan 3'-O" 3'-ON b SECTION A A EXIST. 24" C.I.P. (TO BE REPLACED) * CONSTRUCT 20 If INV.-1.3.19 54" R.C.P. • ll.75 OF 24N R.C.P. PIPE SECTION B--S R.C.P. *NOTE : NEW 24' R.C.P. PIPE SHALL HAVE NO JOINTS IN SIDE THE CONFLICT BOX. 42" R.C.P. ° CAST IRON MANHOLE RINGS (TRAFFIC BEARING WITH SOLID COYERS NARKED STORM'. AS PER EREVARD COUNTY REQUIREMENTS. SHIM AS REQUIRED, �2) ADDITIONAL 8 EAOH SIDE OF OPENINGS TYPICAL (�E �DET741L) _11U 5 ® 9- O.C. (TYP•) 5 a 6' O.C. (TYP) �- 0 a 6' O.C, SECTION A -A N.T.S. 5' r 5. r r'B r 0 EDGE OF CRASS r STO ACI 18OPHOOK TIP CWNUOUS R.C.P. PRE- MIME BENTONRE ` may„ WATER STOP (TYR) INV. EL 1LU (4) 17 TYP. ABOVE AND BELOW OPENING #5 a 6" O.C. 1Ls }5 0 9' O,C. 3' DRY PREPARED SUBGRADE. 98f. MSNTO COMPACT TOP 12' TO Ux T-180 r1 0110/110101100000/0 010/ ao ° 2'-4-Ile 2'-4-Ile cV —116 PLAN VIEW N.T.S. �- 420 R.C.P. 42" R.C.P. INV. - 0.51 (5 CORNER BARS 24 24 a 6' O.C. TYPICAL 5 `— #5MWEL x IV LONG GROUTED INTO 2"DLl. BOW (a)"I) ILL axCoy) WITNNON-S)MAKNON- MATALLIC (;KOUT @ Ik" (AV. AROUND PEXIMIiM DE�TAI Lq LIZ", 8GUMe11YI"CHAIN11114X - PVCCOATED FA8RIC-SCRF"#1 114"ALUM. WIRI3MEMI-SG'ItUNQ SECTION B-B N.T.S. Gib" PLATS 4- LtIMNEL WI L:LSTIN G SIL4PL+I)C&'T(N+!T PRECAST WALL TOR VIEW I" GALY. SIM RM GAIN. U /3MT * 4" CHANNEL W1 - U-SNAPEP CUTOUT v + I 4" CNANNF4. W1 N.I U-SHAPISI) VVTOVTt_u I 6 xG' PLATE 6"r6"PLATii +.I CASTIN FRONT VIEW HINGE SCREEN HINGE - DETAILS N.T.S. TYPICAL BAFFLE BOX DETAILS CAS NOTED) SIDE VIEW SEE NOTE #1 BELOW SEE NOTE #2 BEL W 6x6-2.1 W x 2.1 W WWF SIDEWALK DETAIL.. (N. T. S.) NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P,S.1. Its 28 DAYS. NOTE #1: 8' WIDE ON THE LEFT 6" WIDE ON THE RIGHT NOTE #2: 4" THICKNESS 6" THICKNESS AT DRIVEWAYS SECTION A --A SECTION 8-8 MAIN CONFLICT BOX (P-3) PLAN VIEW (N.T.S.) GWG# 9649DEJ I _ DRAWN LaJ,F. T.7• wv� Vita gIVER DRAINAGE DETAILS "Title t all documents which bear the copyright '� i �,[Vi/i.i i.r Vr ® i*i1 ii • �l 0O of teller er & Moler. Inc. is vested meat in DE$i�� Mostel.ler & Mdeq Inc, These documents are provided to the owner solely in connection with - �iti 7 �/11 ///��� yyy��� �-y this project. Any other use or reuse of these CHECKED• • 512 I—m--Pr � e a ■ ■ e t ` other dis or any reproduction, display, sale, o ,/ 1•h_"J1 other di oaition of these documents b on one•6 q,•j`'' f`"�,' ; � iCONSULTING ENGINEERS �� 4Is expressly prohibited without consent of J ,! 1 .. -� DATE Mosteiler dt Motor, Inc. pursuant to the Federal 8-05 • •' � 1 /!/25/05 EV. TO BAFFLE BOX AND CONFLICT BOX 8-I PER /RC COMMENT TBISEN CERTIFICATE OF AUTHORIZATION NUMBER 4204 * * Phase 3 Copyright Law. scnzAS NOrEP NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 sHEv 82 or eq REVISIONS (772) 567-5300 / FAX (772) 794-1106 '�7-OR10- INDIAN RIVER COUNTY - PROJECT NO. 9611A @2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO g64q 3 4 EN q inlet GENERAL NOTES E Fillet Each Bock Corner (Inlet Top Type 6 i. The finished grade and slope of the inlet tops are to conform with the finished cross ■ Required When Round l Symmetrical About f) slope and grade of the proposed sidewalk and/or parkway. 2'-at /'-6" /Did Bottom Or Riser Used PVC CAP o. 5 Bars I 2. When inlets are to be constructed on a curve, refer to the plans to determine the radius (a 5" Ctrs. " , " „ I � 6 6 Na. 4 Top Bars � Q i2 '� and, where necessary, modify the inlet details accordingly. Bend steel when necessary. Provide Horiz. No. 4 Bottom Bars 4 (51, 6 o,c.. P Hook On Throat 6" 1 6" 6" -Slope To Match Adjacent Curb With 2" Top Radius #5 0 5" 0.c. J. Al! reinforcing steel shall have 14' minimum cover unless otherwise shown. Inlet tops shall �1 End Of Top Bart I'ndBottom Chamfer Orl "Radius 6" _ c, be either cast -in -place or precast concrete. FINISHED GRADE Normal 6" Or 9" c� Epoxy -Sand Grout -� lJ" Gutter B 4. Precasting of this filet top will be permitted. Precast jinits shall conform to the dimensions l' ��.-------•-•-� tD Line ® shown or In accordance with approved shop drawings. Request for shop drawing approval Each SideL 1 LO e ,. ^„� _._. _ �, ,, shall be directed to the State Drainage Engineer. " ' 't f Inlet 5. Concrete meeting the requirements of A.S.T,M. C 478 (4,000 P,S.1.) may be used in lieu FILTER WRAPPED U-? w $ = of Class I concrete for precast units, manufactured in plants which are under the Standard IN TYPAR FABRIC ' tV ZZ p D _ Operating Procedures for the inspection of precast drainage products, OR APPROVED EQUAL -H v 3° No. 4 Bars 1 I I P I _ ----r ( 6. The corner fillets shown for rectangular throats are necessary only when throats are to be 8" PVC RISER (13 4 6" Ctrs. L:-..(,j - used in conjunction with circular inlet bottoms or when used on skew with rectangular 27.7 •�-� a ��-^ Corner Fillet (See Note 6.) A o v, „ r, n inlet boxes. L______s.._ UNDER PERFORATED PVC z� �, 3 6 5- 6 3-(' 6 3 o a 1 „ 7. For inlet bottoms see Index No, 200. No. 4 A 6 Ctrs. Horiz. - „ (--o-h/ INV 26.00 , c „ o. 4 Dia .Bars"Chamfer No' 4 ca 8" Ctrs. Vert. /0 6 8. These inlet tops are designed for use with standard curb and gutter Type E and Type F. TOP VIEW 45 A g 3 -6 6 Locate outside of pedestrian crosswalk where practical. Q� 6 TOP VIEW p p 9 Inlet Box Or Riser 9. See Index 201 for supplemental details. Epoxy -Sand Grout 4" I " CLEAN FILTER SAND < 1'Jo Grommet -1( SOCKED 8" PERFORATED SILT, CLAY & ORGANICS, 8" - 90' PVC ELBOW (Steel Cover Shown) To Be Paid Far Limits Of Inlet Construction To Be Paid For 10. All steel used for frame and cover shall meet the requirements of ASTM A-56. ,�, t, PVC UNDERDRAIN UNIFORMITY COEF. 1.5-4.0, INV EL 26.00 SECTION AA As Curb &Gutter ( As Curb & Gutter � EFFECTIVE GRAIN SIZE 11, Either cost iron covers or steel covers may be used. Iron covers shall be Class No. 30 0.20--0.55. F.L. Of Gutter -.,castings in accordance with ASTM A-48. `° o l0" C° 12. When Alternate "G" Cover is specified in plans either the cost iron cover SECTION MY / -� ----`° and galvanized steel frame or the the galvanized steel cover and frame must -------.,...-.._...._. GROUTING DETAILS be used. Covers are to be grouted in accordance with the grouting detail TYPICAL 1 CA L SECTION TYPICAL SECTION shown on sheet 2 of 2, in lieu of tack welding.0 N D E R D RAi N CLEAN C�►1i�"' b I SIDE -BANK FILTER <t• I !3, Inlet to be paid for under the Contract unit price for Inlets (curb) (Type-), ), 3 -0' 8 -0 2 6 3 -atEach. ' Gutter Transition Gutter Transition (N,T.Sr) CN'T'S') SECTION BB (Curb Inlet Top Type 6 Symmetrical With Left Half) INLET TYPE 5 12' Intermediate Bars.'' 4'- 0 0. to o. Of Frame _ Bar x 2 _ (Discontinued When A 3'-ll" o. to a. Of Cover INLET (`�" Space Between Adjacent I " Longitudinal Closer Than 8" Centers) b of Cove( ( ' SECTION PP ��`� o. �0 ° L4 x 3 x a ...�. , ......... . '/6 x 32x e 1 coverr5 LF SOLID S1lALE • r' 1'-6° `- '� 10` 8 PERFORATE to PVC DRAIN PIPE UNDERDRAIN 4 8PVC TEE II PL L6 x 3x , Ai�el�l■ o ao Anchor Theo. Gutter Grade •, Anchor 50 LF CLEAN OUT 71SER S, *, (See Detail) HALF SECTION DD _ SECTION EE CLEAN OUT A CLEAN OUT �. SEE DETAIL SEE DETAIL o° ABOVE ABOVE a SECTION QQ PL 16 2 ®8 I�Ii � SEC noN xx .# AM SKETCHS SHOWING FRAME SEAT AND THROAT RECESS `� Y'�-1 --� �" '-N ANCHOR DETAIL CAP f6„ 6„ No. 4 Top Bars i,.._.__...s.,.�..,_...s.�,,....� RISER No. 5 Bars 5 No. 4 Bottom Bars ca 5" Ctrs. t �- Non Skld Floor Plate L. N N ® X , Q SwALE IN ```�� ELBOW c O--- -. Pickholes ..."a . „ Anchor Le CONNECTOR PIPE 8 PERFORATED TOP VIEW ..,---______-__.eM.__,� __ UNDERDRAIN 6„ FRAME Y� _ 3 SECTION A TOP VIEW _. CURB INLET TOPS TYPES 5 & 6 wl STEEL GRATE STEEL COVER UNLDERDRAIN CONNECTION TOP MODIFICATION FOR TYPE ECURB - - _ (N. T, S.) FOOT INDEX 21 f (N. T. S. a./, 4 3 Cold Driven Rive , a./ Flow .w.+ 20d 2aJ Ditch Bottom -.w« r 1 20: I Normal Ditch Bottom Ditch Bottom < OItCh Bottom � '•""'►••�'^+i►J � 5. � � L 5 x 3 x �..�""7 , -_ Toe Wall Require 6 T� 10' /0, to ao I� . , ■ '�� L 5 x 3 x Bearing Bar (Paved Or Unpaved Ditches) ■ �" Ditch Block flow Side Of Inlet On Continuous Ditches) _- , 6 Ditch Block (Low Side Of Inlet On Continuous Ditches) L 5 x 3 x SECTION CC4111. GENERAL NOTES I F Toe Walt Required tV 1. This /n/et is destpftd for diMdles, medians, or other webs suOJeet to heavy 6' � Intermediate ear Bearing Bar SECTION EE Moved Or Unpaved Ditches) wheel loads on Ilmited access foollitles where debds may be a problem l' 6" 3' !` 6" C -w C Reticuline Bar SECTION DO Slope end flow tntorgh this grote is Iris than 7ofs. NOTICEr This Inlet Is not t side S/opc Stole for use In areas x0leat to pedestrkm ondlor bloyoto trofflo. l� '" _J i'Exponsion Joint E Romfomltrp-2" oleafaace to Inside fool. Cut or bend bets out of way of intermediate Bars---,, 1* 11 OTI 1 :1 p Pe ,9 Ae 0 40. . . w side Sloe Side Slope E E 3t a T t0 eleer I � R tlticul7ne hors lip" #p # �} Pi�nll.SECTION DD "Notch Permitted d. Chamftr oxposed tdpts / CAomfsrl. -1 x eeortn Bors5" x;�I II (At The Option Of IH 4, When alternate " 0 " prate is spec/fled In plans, the prate Is to be h�� ye The Monufocturerl hot dipped ga/va►Jzed after fabrkoffon, " STEEL GRA TE ,► 1 ""1 Exponsion Joint PLAN 5. Cast of dltoh pavhw to be Included in fhe oust of lnhf $W1r to be F B111111. pail for under confront ON price f0f Soddlnp, SY. 4 Z 15.9 6. for supplemental detolls set h�dtx No. W. 'No 5'-0" 15 DJtch Pavemen 5'-6" C C all / (Grotf#'N@f Shown) 1 g' 4" 4" 3,_8„ 4„ 4„ SECTION FF �2' Sod l9 SY) SECTION EE SECTION CC ---�--LF - 3,' o A 31_1„ i 6" 2' 0" 0.1 , V - 6„ 3" 3" 2• C1• ��" Eye Bolt SODDING, PAVEMENT AND DITCH BLOCK fr 2' 5fgater f c See Index 201 r 'I �I A A � a GENERAL NOTES y yD _ M in W) _ (I 9 Bars i• x3ir x 1-84r h ;e o L J ji J. NOTICE: Inlet Intended for use only on that portion of limited o Locate As Shown I s . c X Conc, Ditch Pov't Wit► #4 Bars O 12" Ctrs. � -+ o a ( < c access 8 m t? .III bicycle trraffices not subject to pedestrian and / or + c o b 2. Inlet designed for ditches, medians or other areas subject 1 it_• ` to heavy wheel loads, where debris may be a problem, • and inlet Intake IS 7 cfs or more. c N Eyebotf #4 Bars a 9" Ctrs. v �, L p N (See Index 201) y an sn J. Reinforcing steel all No. 4 bars at /2" centers bath ways F, • 2' Sod All Around with 2" clearance to Inside of walls and bottom. Bars to �r7ow IV- `� ..�..■..- q -t�. (Total a SY) s. w • .w.i.�..w�"w r a * -'-- �"' "� 3a �■■■�•*• �T �!� � be cut or bent for /�r minimum clearance around pipe, � � E zo .� #4 Bars 0 12„ Ctrs. SECTION BB B - B 4. When alternate a grates are specified In the plans, the grates 2 " SECTION AA a are to be hot dipped gorvanixed after fabrication, L d SECTION AA SECTION BB PLAN 5. Ditch paving to be included in cost of inlet. Sodding to be L A TYPE ®' ' ® DITCH BOTTOM INLET NDTEr Alt. B StrrJatufe eofto Only. Ste tndex No. PAD TYPE '' B' ® DITCH BOTTOM 1 N L ET paid for under the contract unit price for Sodding SY. PLAN INDEX 6. For supplementory details see Index No. 2a1. FDOT INDEX 230 F®OT INDEX 231 NOT& Alt. B Structure Bottom Only. See Index No. 200 (N.T.S.) (N.T.S.) DWG# 9649©E,3 1 (� DRAW) C.J.F. }"IVE� DRAINAGE DETAILS `Iltie to oil documents which bear the copyright ww■■ M TELLER &MOLE INC. • �� �O of teller er Ec ler, Inc. is vested solely in QE.'��EQ I ► Hostetler & Mder, Inc. These documents are - • � , 8 provided to the owner solely in connection with M (/ �� �'^�® this pro*t. Any other use or reuse of these CHECKED 5.docu�,! t, •• ✓� C.R. 51 I VV�jA .a ► s other 1Gdisposit ns or y o�o se documenitsybyd anyone ENGINEERS EEQDATE $-05 CONSULTING 1... N G I N L_ `1 S �� ® q l Is expressly prohibited without consent of A ►-'t ''`r Hastdlar &Haler, Inc. pursuant to the Fadard ., Copyright Low. �.c r u ,: CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 OF scA�E AS NOTED NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET e3 or 89 (772) 567-5300 / FAX (772) 794-1106 ` OR10- INDIAN RIVER COUNTY PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. REVISIONS STEPHEN E. MOLER, P.E. FL#33193 DWG Na q64q 50' Max. Varies (25' Min .J _ GENERAL NOTES Erosion Sfdps Staples Not More Than 3' Centers Lip (3" Rise) I. Type of ditch pavement shall be as shown on plans. `�•., ,�` a� Q a, oa ALTERNATE DITCH PAVEMENT Flow Line 0 oQ One Raw Of Staples Matting For use only where side slopes are 4d or flatter. Sod Or Each Edge Of Overlaps, D P 1 2.. In concrete ditch pavement, contraction joints are to be spaced at 25' - 6" Min, Overlap Point "A" and "B" are to be the same elevation and ^ �^+ Ditch ov Each Side Of Stops _ y g I maximum intervals or as directed b the Engineer. Contraction Dints And 0n Outer Edges -�- should be used to locate the paved section. 5 may be either formed (construction joint; or tooled. No open joints will o i + Q At Not More Thon �� { ��4 Lam% be permitted. \c. Qp,^ roc o� �j �� 18" Centers (Typical) , I i Sod- 4' St Sod =0� Expansion joints with preformed joint filler shall be constructed at PLAN all Inlets, endwalls, and at intervals of not more than 200'. SECTION EE ► - When Width Is Greater Than 40 MEDIAN ` ��• 111111 � J. Lip at end of ditch pavement shall normally be located downstream of ► itch Slope Ditch Sloe 4 , Const. Weep Holes Half - Ditch Slope p � Standard Paved Ditch l0' D.P.I. or on flatter grades where there is a decrease in ditch velocity. ► h••••••••• Matting Way Up The Side /n Line With Sodded Ditch Paved Ditch Sodded Ditch Back Slope ► A ate ral :tc _ !O'40ne Varies Bottom Weep Holes 1.0' Deep i.0' Deep 1.5' Dee p Front Slop 4, Toewalis are to be used with all ditch paving. A toewall is not required Pavement Sod adjacent to drainage structures. Side Slope �/ Side Slope ® E S .)UNCTION OF ROADWAY DITCH JUNCTION OF R/W DITCH 1,�-6" Overlap S 5, fihte� Directed by the Engineer, weep hole spacing may be reduced to 5' AND LATERAL DITCH AND LATERAL DITCH Sail Dement or misc. asphalt SECTION Sodding Orwill not be permitted for Ditch Pav'f 6. For junction of R/W ditch spillway and lateral ditch, sides of paving this type of construction MATTING FOR DITCH xRow For ROADWAY SIDE DITCH to be l' high minimum. aPLAN Are Length W Norma! Ditch Elevation 7. For ditch pavements requiring filter fabric the fabric shall be placed When "X"= l' To 4' Const. 1 Row (Centered) 4 directly beneath the pavement for the entire length and width of the Do Not Construct Weep Holes In 'Y'= 5' To 7' Const. 2 Rows PAVED DITCH END TREATMENT Point A Point pavement. When weep holes with aggregate are used the filter fabric „ „ shall be placed below the aggregate to form a mot continuous with or This Area Or 5' Upstream -� Front And Back Slopes Vary `� `^�^+- Matting X = 8 To I2 Const. 3 Rows d d underlapping the pavement fabric. (See Index 199 for fabric type Varies Ditch Grade �..�,.�` „ "_ Sod Ditch Grade Ditch Width Varies �"" "X"= 13' To l7' Const. 4 Rows 2' 2' so c X 18 To 22 Const. 5 Rows 3 and application;. Mih. Mtn. l " j 6 Typical „ „ „ 1 Slope a Notes: All weep holes to be 3 x 4 rectangle or 4 or 5 dim. circular LONGiTUDiNAL SECTION Weep Holes 8, Cost of plastic filter fabric to be included in the contract unit price. Normal Ditch Elev. hole. h cu. ft. (12" x 12" x 6") of No. 6 aggregate to be placed Centered for ditch pavement. a Lateral Ditch Grade b,� I_ a " c under each hole. ! sq. ft, of galvanized wire mesh (4 openings) h ( a 3" x 4" Weep I , a IP S, shall be placed between the aggregate and the concrete. Cost of f Ditch Median--; Holes f+-Y ' ,c holes, aggregate and wire mesh to be included in the cost of ditch , TO REPLACE: No. e Ho Arc PROFILE OF DITCH PAV'T AT LOCATIONS „ „ S' /, s pavement. 1 OTHER THAN JUNCTION WITH LATERAL DITCH 3 x 4 Weep Holes J // Pa Sodding Sodding Or W d R Of Weep Holes Length ' Ditch Pav't. Sodding 6' Median Swale 6` .24' 797 0 6,0 SECTION AA TYPICAL SECTION .�/, ;,i, WEEP HOLE ARRANGEMENT Shoulder Point 61 2' 3, 3' 2' 1 6.1 Shoulder Point 6d Front Slopes; 4.1 Bock Slope 04 5' B.W. Ditch /0' .67' 19, 2 /0./ // '' ,. �/ Roadway Side Slop Roadway Side Slope 4' 8,W. Ditch 9' .54' 19, 2 9.1 0%,�. / (� , �' '� �j/` Q Front Slopes & Back Slope DITCH PAVEMENT - /j`: ,�/j , '%/j SWALED MEDIAN 5 B.W. Ditch 9 .74 14 2 9.2 Filter Fabric Velocity `% varies (No Weep Holes) 4' B.W. Ditch 8' .58, 14' 1 (in center) 8.1 Dimensions Paymen Basis Of y References & Remarks �' /// Pavement Type a b c Unit Estimate Type Range /��/ Toe Of Stape/� h jj� Concrete 24 6" 3" SY SY D -6 Low -Hi h Section 524 of the Standard Specifications. Toe Of Slop j/i/�i , j� Miscellaneous Asphalt 24" 12" 4" TN 0.2 TN/SY None Low -Moderate Section 339. Soil -Cement 24 /2" W, SY SY None Low Section 170. Note: Sodding quantities for each endwatl to be determined by the designer from Ri ra (Sand -Cement) 24" l2" 4" CY 0.// CY/SY D-4 Low -Moderate Section 530. Grouting of joints required. " " " Subsection 530. -2.2. Hole side up, closed staggerd joints this detail. , /�%, / , Roadway 4 " 5' 4 S a. 9 6" 5" Rlprop (Concrete Block) 15 7 7 CY 0.22 CY/SY D-2 Low (no rout) swated $ ection oni . , /j'j�/!%� Spacing for Riprap (Broken Concrete Or Stone) *Slurry 24" /2 9 SY SY D-2 Moderate Section 530 (Expanded). (EXCEPT INDEX 250) STRAIGHT ENDWALL / �:�� " /// ; j% INDEX 25O -!�' %/��`' Curb and � Gutter �� #4 Bars STRAIGHT ENDWALL �� /` Anchor Bolts SODDING QUANTITIES (S, Y.) Toe Of Slope ', Grass o LC) INDEX 250 INDEX 261 INDEX 266 INDEX 270 S' # SLOPE SLOPE SLOPE ALL SLOPES PIPE 2: 4: t 6: l 2: 13; I4: 16. 1 2; ! 3: J 4: t 6: 1 SiZE PIPES PIPES PIPES �' �i� FLARED END SECTION 2 la } �, PIPES � . � , � I tn 6 N 1 2 3 1 I 1 2 3 1 / 2 3 I 2 3 1 I I l ! �,,��'� % �i�% ��• , INDEX 270 1 Sidewalk - /2" 14 15 18 22 /Q / , ���� , 15" 19 2/ 24 22 26 29 26 30 33 34 38 43 13 tl5) 16 17 23 15 17 20 25 i 1 '' ,//�f , o/,� SECTION/ BB "� 2'-l0" 1/ ssuepporte 18" 21 24 27 25 29 33 30 34 38 39 44 50 14(16) 17 19 25 16 18 22 28 1 1 ' , ` i� ' .'�` r/' .' % SLAB REINFORCEMENT 21" 1 1 12 �. ' %'�"'//��j1 `� II II) i lip I' I 'II B 24" 26 30 34 32 37 42 38 44 50 50 58 66 15 (l7) (9 21 28 /9 22 26 34 14 i ,� % I) �}isiou m Back Of Sidewalk 27�'` ' ,/ / f / I 1 1 I For Bicycle Facilities #4 Bars 7 Slab ' 15 x��� r b PLAN See index No. 520 30' 3/ 37 42 39 46 53 46 55 63 62 74 85 17 (18) 21 24 32 21 25 30 40 16 , .. / , i ` / 36" 37 44 52 1 46 56 65 56 67 79 76 91 107 24 29 35 47 i8 �/� ' � j 9' • `'"� � ' � Standard Handrail # r '�;fi��// S, ` �• , ,S, I -6 6 -D 1 -6 See index No, 52 5 Bars l Cover 42" 43 53 62 55 67 79 67 82 96 9i !l! 132 27 32 39 54 19 48" 50 62 73 64 79 93 78 97 115 108 l33 158 1 30 36 44 61 1 21 Toe Of Slope S, I, f // /r For Bicycle Facilities J"Clearance " ,� Jl( 54" 57 7/ 85 74 92 /10 91 t13 136 126 157 /88 2/ 4 SLAB SECTION �/ A See Index No. 520 25 Varies g�" 4' - 2" i " 22 Toe Of Slope 66" �., Toe 0f Slop S, Standard Handrail co See Index No. 52O j- 26 "Clearance Sta 7„ 72 To S.W. .............. . 0 Endwall With Baffles o -- /' Max., 4" Min. U TYPE ENDWALL N 2-10 _ U -TYPE WINGS 45 WINGS WINGED ENDWALLS „ 8" 3'-i" " Grading And Sodding Back Of Sidewalk -_ 2B INDEX 261 �F. 4'-5 As Directed By The Engineer INDEX 266 - 2, o„ IT A ENT&EXI"DDNG 2'-8" 3'-4" /'-4" l'-4" Level With Slot Elevation 8" � 8" T.S., FDOT INDEX 26' SECTION AA LA Notes: I. Dimensions shown are for a 5' sidewalk with utility strip, FRONT ELEVATION 2. For additional details see Index No. 232. Limits of Pay for Base )See Notes) NOTES ► Select Material Required in Upper 24' Of The Subgrade 3. Inlet to be paid for under the contract unit price for inlets (Ditch ---,-- ^-- Sidewalk " Bottom) (Type C Modified;, Ea. 2" Min. 1. When the median has curb or curb and gutter, stabilize a book of curb.^^+. Expansion Joint pipe Riprap-CY / A� (� 1 3" Mox. Stabilize Crossover Area Plus Normal Stabilize 6" Back Of Curb For Crossovers �--.-- --- C Conc. -CY INLET TYPE C �iVi01J�����/ 2. When the median has shoulder with no curb or curb and gutter, stabilize Shoulder Width For Crossovers That, That Connect To Paved Public Roads r ^'� �'� Size (Sand -Cement) Friction Course to normal shoulder width. Connect To Paved Public Roads �---- --- ^- /5" 41-9" 2.27 1.l !, 3. See the details above for stabilizing requirements at crossroads. wn , „ Surface Course 4. Stabilize entire area under ail paved traffic islands. U' 24 6 -3 3.26 1.8 Flow Lines Of Pipes To �Protected Shoulder Width Match Gutter Elevations 2' Varies is r I t liz b Of Sta bilization aiaion For U-turn Crossovers And, 1 Base ( 5. Stabilize full width under all traffic separators. LiSidewalk Neat Edge Unless otherwise Callednd For !n The Plans, At Paved A MEDIAN STABILIZING DETAILS Unpaved Private Roads And Unpaved Public Roads. Riprap-Half Plan ShownMM.M. SloDe Actual Limits Of Base Projected Shoulder width: double 4" Pipe Ditch Bottom Limits Of Stabilization For Intermediate U-turn Crossovers And, PLAN NOTES Unless Otherwise Called For in The Plans, At Paved And For Bicycle Facilities Unpaved Private Reads And Unpaved Public Roads. a „ „ For Bicycle I. All base material ,n the shodded area is excess base to be removed. 6 C-9 C-9' Facilities See See Index No. 520 2. The cast for removal of excess base material shall be included in A index No. 520 Standard Handrail Curb And Gutter the contract unit price for base, Stabilize Crossover Area Plus Normal See Stabilize Crossover Area Plus See Index No. 520 Shoulder Width For Crossovers That ``�� Normal Shoulder Width For Crossovers Back Of Sidewalk 3. Payment for base shall be calculated using normal width. Connect To Paved Public Roads That Connect To Paved Public Roads Standard ' �10,r Handrail See Seal With Poured Notes: I. To be constructed at locations as directed by the Engineer. Index No. 520 Rubber Z. Either oust iron pipe or PVC rigid conduit, U.L, listed for direct sunlight exposure, 0 REMOVAL OF EXCESS BASE MATERIAL Select Material Required In Upper 24' Of The Subgrade b Sidewalk Sidewalk 4J" I Schedule 40, may be used. - I J. Pipe to be paid for under the contract unit price for either Cost iron Soil Pipe Stabilize 6' Back Of Curb Stabilize Full width under Riprop Slopes Steeper Than I2: I o t$tondardl (4"l, tf or Polyvinyl Chloride Pipe Culvert 0"), LF. Traffic Separator . (Max. I.0, And Di th Bottom °'ZZSHALLOW DITCHES (Symm�etrical About Centerline) Sod -Slopes 12:1 ( iu Or Flatter (Sym. �{ + Notes: I. Maximum pipe size shall be 24" diameter. About C) + 8 11'-4" o C.)2. Grading back of sidewalk varies and shall be done as directed by the Engineer. 3. Concrete quant;ties shown are for maximum wall heights, and shall be basis for estimate and payment. 4. Riprap quantities shown are for estimate purposes only. Cost of riprop to be included in cost of the endwatl. 5. Endwalls to be paid for under the contract unit price for Class I Concrete (Endwolls), CY. Handrail to be C C �+ •i paid for under the contract unit price for Pipe Handrail, LF. . MISC. EARTHWORK DETAILS A SECTION AA FRONT ELEVATION BACK OF SIDEWALK DRAINAGE FOOT INDEX 506 SPECIAL CONCRETE ENDWALL FOOT INDEX 282 N. T. S. (N. T. S. OWG# 9649taE4 9 ow,rr� C J,F. ■ 11211yc' E P DRAINAGE DETAILS of M t le documents which bear the copyright '0 r ♦STET ♦ 1RR & MO ER INC.� C10. of teller ler & Mal, Inc. is vestal solely ent in (��(�� Mi/�aAyi 1L7 _ � . � . r � i1�.Ai ■1 •_ ■�'7 ■_ i�T�l ljv !V Mastellar & Mole, Inc, These documents are ��• , Ro �, C.R. 512 this pea to the owner ersolelyus in connection with�E�® Irovem e i s this Project. A�Y der usa or rebus Y of these '•: Is expressly t& Molar. other disposition Dinthese witho t 't cons Fod anyone ,v M CONSULTING ENGINEERS ~� is ex essl prohibited without consent of r` r DATE 8 Q5 Copyright Low.' p .. ,� ..- CERTIFICATE OF AUTHORIZATION NUMBER 4204 ` Phase 3 �" AS �TEI� NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794--1106 ORIDA INDIAN RIVER COUNTY - PROJECT NO. 9611A SHEET �4 OF �� REVISIONS ©2oa5, MASTELLER & MOLER, �N�. STEPHEN E. MOLER, P.E. FL#33193 o 1�Q q64 11V OPTIONAL ENTRANCE FOR CONCRETE PIPE io 1 NO. I DATE Foandatior Deepened CUP only � 2 3 4 5 r rup SECTION 88 r•7" (3"x r Corr.) I -Z (Gloss B wall) P ,tion) �• Bars at m B� Q I to Bars A Bars B/ SECTION AA - 84 \Dot el Bars E-1' Bars Bi FA HALF ELEVATION !Showing Bars in Front Face Of Wall) C Type A Or B Riser 2 Additional Bars A ra 5" 0. C. # 5 Hoop Bar Perpendicular Bars A (See Section A -A) # 4 HoopA Bar A L � b� o• 2- #Ts Each Way - Reference Axis Placed On Top Of k Bars A And 8 At 45' Parallel Bars B (See Section A -A) TOP SLAB REINFORCING STEEL DIAGRAM 0 U a- s C p L'f oV) 0 c v #4G12"BW $ �i °i (Horizontal Bars Uca a Bars A fr in Continuous Around Corners For 4'-0" Rectangular Risers) a 0 0 ~ N 2-Extra #4's a � Each Side And In c, 8" Bars B Above Opening o � C) #4' ca 12" O.C. � a II II Each Way g ) w II 8' w m ZVI CC t Type A Or 8 Riser Bars A Short Way (See Section B -B) B 2 Additional Bars 8 - 5" Max. 0. C. Each Side Of Opening "Dowel Bars Symmetrical About Bend C 4 12, s8o18" HALF ELEVATION (Showing Bars In Bock Face Of Wall) 2- 05 Hoop Bars 2 Lap Splices Permitted) B 2 Additional Bars A a 5" 0. C. Bars 8 Lang Way (See Section B -B) TOP SLAB REINFORCING STEEL DIAGRAM CZ C, 3' -6" (Typ,) CZ 2 `o Q-0 Bars A \ Bars 8, C,o ti tL. o�i U 1 q #46)12"8W (Horizontal Bars c tri o Continuous Around t w 4; Corners For .h Rectangular Risers) Q; a� n Vertical Walt Reinforcing a to y o c (See Table) jtoql caU Extra Reinforcing Wall Reinforcing Horizontal (Opening Note) (See Table) aS I 8 m C fkt E° BILL OF REINFORCING STEEL BENDING DIAGRAM MARK SiZE No. REO'D LENGTH LOCATION SENDING BAR C NOTE. All bar dimensions are out to out A 4 41 T-2" Footing Strai ht B 4 9 0-21 Footing & Wall Straight B2 4 4 f2'-0, well Straight 83 4 4 13'-9" Walt straight 81 4 4 6' Wall Field Bend 85 4 2 P'-2" Wall straight ESTIMATED QUANTITIES 8 4 8 t5' a` Wall Field Bend ITEM UNiT RCP CUP C 4 29 3' 4" Footing & Wall Bend Concrete Class 17 Cu. Yd. i3.7 13.8 D 4 20 7'-V' Footing & Wall Straight IReinforcing Steel Lb. 824 824 E 4 16 P-8" Feeling &Wall Straight 0 /O" N '-1- ears B/ Bars D Bars 86 Bars C Y\l Bars B2 Const. Joint Bars B6 1: J' -4" 2' -4" Bars 83 gar iV iV M 8 ears gi Bi TYPICAL SECTION THRU ENDWALL NOTE. See Sheet I of 2 For General Notes. A STRAIGHT CONCRETE ENDWALLS INGI_E AND DOUBLE 60" IPiPE (NTS) FDOT INDEX 251 6 4" 10" 51 t 3" 2 - #4 BAR A RM 71,. , 00 I 2/3 CONSTRUCTION JOINT PERMITTED - SEE END VIEW CONSTRUCTION JOINT PERMITTED (KEYWAY Qc DOWELS REQUIRED - DOWELS 0 BARS, i6" WITH 9" EMBEOMENT 0 I2" CT ) I END E MEW (ENLAR!Qg --- CONTROL LiNE (CLEAR ZONE LIMIT) (INDEPENDENT OF FRONT SLOPE) END OF PIPE Nj Op . _ CONTROL POINT WHEN FR SLOPE INTERCEPT OUTSIDE CLEAR ZONE END VI Q9_ STANDARD LOCATION CONTROL. DOUBLE - STRAIGHT CONCRETE ENDWALL (N. T. S. G Transition Slope Top Slab Reinforcing Supplemental Bar A Or 8 20" 200 IQ" � _ Front Slope c c �AT TOP SLAB Steel Tie Bar ` a �� SECTION RR a 4 " ~ • Optional Shear Key 1j" -�Itv �r ��' 9 Wall Reinforcing Shear Key agdL 14. a 10 Draft NOTE. Variations in shear key dimensions „ �W will be permitted subject to the 6 D 6 . 9 Length of culvert Engineer's approval. 10 / D 0 10 Steel Tie bar 10° Draft %� R liy 3#, Shear Key FRONT ELEVATION TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES Optional Shear Ke PIPE CULVERT ENDWALLS WITH U - TYPE WINGS ��"�DIMENSIONS -`4 ENDWALL OUANTITIES iN ONE ENDWALL Opening Want Footing Total Cu. Yds. Concrete, Class I ��� AT BOTTOM SLAB CONCRETE Steel © �� Bottom Slab Reinforcing WITH U - TYPE WINGS D Area G y K F J Cone. Pipe C.M. Pipe C.I. Pipe Tie Bars Sq.Ft. Inlet Outlet Inlet Outlet Inlet Outlet FOR PIPE CULVERTS PLAN l2 0.8 3 -8 2 -0' l'-O" I'-3 2'-2 0.48 0.55 0.49 0.57 0.49 0.57 none SLAB TO WALL DETAILS FOR PRECAST ALTERNATE 18" 1.8 4'-2" 2'-6" 1'-9" P-3" 2' if' 0.70 0.79 0.74 0.82 0.74 0.82 none 24' 3.l 4'-B" 3'-0" 2'-6" P-6" 3'-8" /.0/ l.11 1.06 1.16 1.06 1.16 2 - x 2'-0" 30" 4,9 5'-2" 3'-6" 3'-3" 1'-6" 4'-5" 1.33 1.44 1.41 1.51 1.40 1.51 2 - @x 2'-0" 36 7.1 5 8 4 0 4 7 -9' S -2 1.73 1.85 1.64 1.96 - 1.82 1.94 42 9.6 6)_ 2 4 6 4 9 12'-0" S -U 2.19 2.32 2.32 2.45 2 �'@x 2 6' 9- #4 Ties @ l2" O.C. (See Section) -#4 Ties c� 12" O.C. #5 Peripheral Reinforcement \� C #5 Peripheral Reinforcement Wall Reinforcing l' _61, Bars A Bors 8 Bars A -' -Bars 8 (max.) SECTION C-C i "' ALTERNATE A a) ALTERNATE B SECTION A -A SECTION 8-e SPECIAL TOP SLAB o lu NOTE. When the inside diameter of a round structure is o NOTE: Provide extra reinforcing each side of each opening ti not more than 1'-6" larger than the opening in ._ at 3" maximum spacing equal to half the area of vertical the riser or top slab, the top of the structure reinforcment removed by the opening and provide the or riser shall be constructed according to the some area of reinforcment above each opening at 3" "Special Top Slab" details on this sheet. maximum spacing as removed by the opening. GENERAL NOTES I. Standard structure bottoms 4'-0" diameter and smaller (Alt. At and 3'-6" 6. Structure bottoms may be used in conjunction with curb inlet 10. tops Types i, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless The corner fillets shown are necessary for rectangular structures used with circular risers and inlet throats and used on skew with rectangular risers, inlet and inlet square (Alt. 8) are designated Type P. Larger standard structure bottoms are designated Type J. Risers ore permitted for a// structures. otherwise shown in the plans or other standard drawings. Alt. 8 structure throats. Fillets will be required in lieu of the bottom slab of the Alt. 8 riser when used bottoms may be used in conjunction with curb inlet Types 7 & 8, or with the Alt. A box. Each fillet shall be reinforced with 2-0 5 bars. 2. Walls of circular structures (Alternate A) constructed in place may be any ditch bottom inlet unless otherwise shown in the plans or other standard of non -reinforced concrete or brick or reinforced concrete. Precast and drawings. ll. Inlet throats, riser or manhole tops shall be secured to structures as shown on rectangular structures (Alternate 8) shall be constructed of reinforced Index No. 201. concrete only. 7. Rectangular structures may be rotated as directed by the Engineer in order J. Wall thickness and reinforcement are for either reinforced cast -in -place to facilitate connections between the structure wails and storm sewer pipes. 12. Structures with depths over 14' are to be checked for floatation by designer of or precast concrete units except that precast circular units may be furnished project drainage. with walls in accordance with either A.S.T.M. C-478 (up to 96" diameter) 8. Except when ACI hooks are specifically required, embedment hooks in the or A.S. T.M. C-76, Class .1Y, 8 Wall, modified where the elliptical steel cage top and bottom stabs may be replaced with straight embedments or peripheral /J. Units larger than specified standard may be substituted at the contractor's option area is placed in the center one-third of the wall. reinforcement in accordance with the reinforcement detail shown under when these units will not cause or increase the severity of utility conflicts. Such 'Rebar Straight End Embedment Or Peripheral Reinforcement In Lieu of ACI larger units shall be furnished at no additional cost to the Department. Larger 4. Top and floor slab thickness and reinforcement are for precast and cast in Standard Hooks For Top And Bottom Slabs', Index No. 201, Sheet 3 of 6. Alternate A units cannot replace Alternate 8 units without approval of the place construction. Top and floor slabs shall be of Class If Engineer. This note applies to this Index only. concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be used in lieu of Class I and Class I£ concrete in precast items manufactured 9 All steel bars shall have ig"minimum cover unless otherwise shown. Horizontal In plants which are under the 'Standard Operating Procedures' for the steel in rectangular structures shall be lopped a minimum of 24 bar diameters 14. For manhole and junction box tops, for frames and covers, and, for supplementary inspection of precast drainage products. at corners. details see Index No. 201. 5. All reinforcement shall be A.S. T.M. A615, Grade 60 or 65 KS1 welded wire fabric, either smooth or deformed. STRUCTURE BOTTOMS TYPE .J AND P (NTS) REFERENCE FDOT INDEX 200 FOR DIMENSIONS MASTELLER & MOLER, INC. M N CONSULTING ENGINEERS �► CERTIFICATE OF AUTHORIZATION NUMBER 4204 DESCRIPTION UR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 j FAX (772) 794-1106 Rotate #4 Bars As Required To Maintain Cover DRAINAGE DETAILS C.R. 512 hmprove-m--ent, Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A Steel Tie FRONT ELEVATION CONCRETE ENDWALL WITH 45 ° WINGS FOR PIPE CULVERTS PLAN GENERAL NOTES I. Chamfer all exposed edges Transition Front Slope SECTION NN Length of Culvert N Steel Tie Bar TABLE OF DIMENSIONS AND ESTIMATED QUANTITIES PIPE CULVERT ENDWALLS WITH 45 `WINGS DIMENSIONS QUANTITIES iN ONE ENDWALL Opening Wo// Footing Concrete, Class Z D Area Sq.Ft. H G L M F Total Cu. Yds. Stee/Tie Bars Conc. Pipe C.M. Pipel C.1. Pipe 18" /.8 21-6" 3`-l0" P-2" l'-7" P-3" 0.74 0.77 1 0.77 none 24" 3./ 3'-O" 4'-4" 1'-5" 2'-1" 1'-4" /.0/ 1.06 1 1.06 2 lox 2'-0" 30" 4.9 3' -6" 4' -l0" 1' -9" 2'-6' P -6" 1.32 1.40 /.39 2 -fox 2' -0" 36" 7.i 4' -0" 5'-4' 2' -0" 2' -N" P 8" 1.72 1.83 .82 2 8 x 3 -O" 42" 9.6 4'-6" 5'-10" 2'-3" 3'-6" 2'-0" 2.34 2.47 2 -0 x 3'-O" ell 12.6 51-0 6'.4" 2'-6" 4'-0" 2'-0 2.74 2,90 2 - Ix 3`-0" 15" 1.2 2'-3" 3'-7" 1 l'-0 1'-3" I`-3" 0.56 0.59 0.59 none 2. Concrete meeting the requirements of ASTM C 478 14000 ps,J may be used ,n lieu of Class I concrete in precast units manufactured in plants which ore under the Standard Operating Procedures for the inspection of precast drainage products. 3. Endwall to be paid for under the contract unit price for Class I Concrete (Endwalls) CY. Cost of steel t;e bars to be included in the contract unit price for Class I Concrete. 4. Sodding to be in accordance with Index No. 281, and paid for under the contract unit price for Sodding Sy. WINGED CONCRETE ENDWALLS SINGLE ROUND PIPE (NTS) FQOT INDEX 266 DWG# 9649-0E5I DRAWN C.J.F. 'TIUe to all documents which bear the copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of MasWier &Mold, Inc. pursuant to the Paddal copyright Low. 1 a �e7 `'� n .,�jLdN,1 DESIGNED M.F.C. CHECKED•.' - DATE p - G U -05 SCALE AS NOTED SHEET 85 OR Sq c@2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 IDWO NO g64q Taper 50' i Brakes Applied After Turning Vehicle Clears Through Lane: Entry Speed 10 mph Below Design Speed ri 05, Taper 50' L I Brakes Applied After Turning Vehicle Clears Through Lane; Entry Speed lO mph Below Design Speed 2" Misc. Asphalt Pavt L2 L Queue Length (25V'n.) UNCURBED MEDIANS g ISi* 2', 3' Or 4' 3' R For 4' Separator 5 For 4' Separator 5jr far 6' Separator 5 " For 6' Separator Or 3' -6' � q. For 8'-6" Seporator f 5 j" For 81-6" Separator Pitch Cont. Joint With;" Tool pilot) ;" Ede Permitted I EdgermJoint With Too! g ' Edge Permitted tTypicolJ Flexible ' Flexible Pavement ( ( Povement j:! ��61- Stabilized Subgrade Stabilized Subgrade LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION OPTION I 2' 3' Or 4'-Y R 4'-a' 6,'-a' Or 8'-6" No Extra Payment For Pavement 9 I'-3", 2'-3'!? i 9' Ora - Pitch t Pitch I (Some AS Above) I 5" Plus Friction Course Or Upper (Same As Above) I 5" Plus Friction Course Or Upper .M nSAWIlZed LoyerOf Structural Course (5jMin.) Layer Of Structural Course O rMin.) 777777 Flexible Flexible /; R Pavement Pavementade Stabilized Subgrade LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION OPTION IT TYPE I CONCRETE TRAFFIC SEPARATOR 2', 3' Or 4'-3" R 4'-0', 6'-a' Or 8'-6" g '-Y, 2'-3" ;rFar 4' Separator 9" y i, #� for 4' Separator Or 3 6 " For 6' Separator For 6' Separator , i 1' For 8'-6" Separator #!Expansion Joint For 8' 6" Separator 'Expansion Joint (Typical) (Preformed Filler & Hot Poured Seal) (Preformed Filler & Hot Poured Seal) NA] M I I It M I i Cement Concrete fR f "R Cement Concret t "R Pavement Pavement LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION TYPE II CONCRETE TRAFFIC SEPARATOR 2' 3' Or 4'-3' R 4'-0`, 6'-a' Or 8'-6' " 2' /'-t0', 2'-10 ;"For 4' Separator 2" i 2' �" For 4' Separator Or "-t" ;"For 6' Separator . I ;i for 6' Separator f Expansion Joint "For 8'-6" Separator Expansion Joint (Typiaall i• For 8'-6" Separator (Preformed Filler & Hat Poured Seal) ( reformed Filler & Hot Poured Seal) �A �t ;rR Cement Concrete ; R Cement Concret Pavement Pavement LONGITUDINAL SECTION (NOSE) TRANSVERSE SECTION TYPE 1T CONCRETE TRAFFIC SEPARATOR NOTES I. Separators Type rand IY are to be used with flexible pavement. Separators Types 1T and Y are to be used with rigid pavement. 2. Either Option I or Option II may be used for Types I and 2' separators except when a specific option is called for in the plans. J. Separators having widths other than 4', 6' or 8'-6" shall be detailed In the plans as special separators and paid for under the contract unit price for either Concrete Traffic Separator (Special) ( '_Wide) IF or (Special) WIN) SY. CURBED MEDIANS Flexible' Pavement 2', 3' Or 4'-3" R 5;r For 4' Separator 2' 6 1'-4% 2'-4" 5;" For a Separator Or 3'-7 ,nt ' 5�T For e'-6" Separa Const. JoWith;r Tool Edge Permitted /' Stabilized Subgrade LONGITUDINAL SECTION (NOSE) 6" r 5 For 4' Separator r for /51, For 6' Separator t 5i` For 8'-6" Separai Pitch -�L Const. Joint With; Toot I I Edge Permitted (Typical) Zo Za h10 —" 2" R 17EE ZZ Flexible Pavement 1 b l Stabilized Subgrode --- TRANSVERSE SECTION OPTION I 5' Plus Friction Course Or Upper Layer Of Structural Course (6j"Mind l Dowels 24" oa Same As Above) �_ 1 I Separator Key In L)eu Of Dowels .r Flexible lilDowel Pavement 12' Min., 18Max. Stabilized Sabgrode LONGITUDINAL SECTION (NOSE) 2" No Extra Payment For Pavement 6"6 2' 6' Plus Friction Course Or Upper Layer Of Pitch , Structural Course (S;" Mtn. ) (Same As Above) Separator Key In Lieu Of Dowels (12' Min., 16" Max.) Depth Varies (i" Mind r7o Flexible Top Of Base permitted) Pavement By 6' Steel Dowel (Typical; Stabilized Subgrode Cost To Be Included In The /� Contract Unit Price For Separator TRAFFIC SEPARATORS (N. T" S.) 1 11125105 FEVISE EXISTING TO NEW PAVEMENT DETAIL PER IRC COMMENT TB/SEM NO. DATE DESCRIPTION DR/APP REVISIONS TRANSVERSE SECTION OPTION Z TYPE 1E- CONCRETE TRAFFIC SEPARATOR W-M Queue Length (25'Min.) Delineator Post (Refer To index 173461 TURN LANES IURBED AND UNCURBED MEDIANS Brake To To to l Design Entry Clearance Stop Deceleration Speed Speed Distance Distance Distance (mph) (mph) L J L2 L 65 55 170' 255' 425' 55 45 i25' 175' 300' 45 35 85' l00' 185' 35 25 701 75' 145' Note: Right turn lane taper and distances identical to left turn lanes. Queue lengths and deceleration distances are to be maximized for facility conditions. The tabulated deceleration distances are minimum values, except where lesser values are imposed by unrelocatoble control points. Existing Graded Connections To Be Paved In Accordance With Index No. 515. Existing Paved Connections To Be Paved with A Structural Course To The TURNOUT Limits Specified For 'Rural Turnout Construction" Index No. 515, unless CONSTRUCT/ON Otherwise Called For in The Plans Or Directed By Engineer. € Existing Drive Widening Friction Course 51 t Structural Course Slope To Be Same As Shoulder Slope Leveling Course i' Feathered FC Structural Course For Drainage Pipe And Mitered End Section Requirements See Index 515. �v Existing Bose & Surface Bose ® SECTION AA WITH WIDENING GeSee 'Summary Of Geometric Requirement For Turnouts" TURNOUT 0 ' index No. 5/5 For Return Radii Lengths. CONSTRUCTION A Friction Course 5' Structure! Course Slope To Be Some As Shoulder Slope Leveling Course 1' Feathered FC II Edge Of Pavt, Structural Course /5' I Vorles Det Irmined B2Driv Width & Skew I 21' r r- r TYPE I TURNOUT TYPE 1T TURNOUT Typical Half -Section Typical Half -Section For Automobile Traffic For Truck - Trailer Traffic GENERAL NOTES t. Turnouts are to be constructed or resurfaced for tow volume (single family, duplex, farm, etc.) residential connections as directed by the Engineer. 2. Turnout construction not required for low volume residential connections where roadway shoulders are paved. J. Connections outside the 5' limit are to be constructed as directed by the Engineer. 4. The contract unit price for Turnout Construction Includes the cost for excavation and boss, 5. Payment for structural course to be included in roadway resurfacing pay item. 6. Payment for feathering friction course to be included in the unit price for Asphaltic Concrete Fr)ctton Course placed on the roadway. Feathered areas will not be included in measured quantities. Feathering not required for FC-2 friction course. 7. For low volume two-lane facilities without a friction course the structural course is replaced by a surface course. Friction Course Structural Course Leveling Course., Existing^-" Bose & Surface SECTION AA RESURFACING EXISTING TURNOUT 5' Feathered FC Structural Course Base An f, _ 9" 7 f Std. 6" Min. _ 811 2t _Ott TYPE "F" CURB (N. T. S.) *NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT. PAVEMENT THE THICKNESS OF THE UP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. CONCRETE CURB & GUTTER F-00T INDEX # 300 AREAS FOR ONE 5' DEEP TURNOUT (SY) Drive Width (Ft.) Intersection Norma! I Skewed Type I Type IT Type I Type II 12 26 5/ 3/ 60 14 27 52 33 61 16 28 53 34 63 IS 29 54 35 64 20 3/ 55 37 65 22 1 32 56 1_ 38 67 24 33 57 39 68 26 34 _ 58 40 69 28 35 59 42 70 30 36 6/ 43 72 32 37 62 44 73 34 38 63 46 74 36 39 64 47 1 76 38 4l 65 48 77 40 42 66 49 78 42 43 67 ' 51 79 44 44 68 _ 52 81 46 45 69 53 82 48 46 71 55 83 50 47 72 56 85 52 48 _ 73 57 86 54 49 58 67 56 _ 51 _74 _ 75 60 88 56 52 76 61 90 60 53 1 77 62 91 Existing Base & Surface 7 SECTION AA TURNOUTS RESURFACING PROJECTS (N. T. S.) Asphalt Concrete Subgrode Capable Of Adequately Asphalt Concrete Shoulder Protection 12 Supporting Hauling Units, 0 12 Shoulder Protection Proposed Resurfacing C1 Proposed Resurfacing Temporary Culvert With Mitered End Sections If Required To Maintain Existing Drainage (18" Min.) SECTION Asphalt Conc. Shidr. Pavt. Protection �" — s Subgrade Capable Of Adequately Supporting NOTES: 1. When a crossover is no longer needed, o!i temporary Construction shall be immediately removed and the area restored to its original condition. 32' FZ Min' Hauling Units 32, R dltn 2. Cost of all construction, maintenance, removal and restoration work related to temporary crossovers Shall be included In the contract unit - price for Maintenance of TrafficLS. MMASTELLER BC MOLER, INC.gIVE� C'O M N CONSULTING ENGINEERS z10, CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794--1106 'LORIDA PAVEMENT STRUCTURE FOR 5' DEEP TURNOUTS Course Material Minimum Thickness Structural Asphaltic Concrete I" Llmerock LBR 100 4" Cemented Coquina (LBR 100) 4" ABC-! (Marshall500) 4" ABC-2 (Marshall 750) 4' ABC-3 (Marshall 1000) 4" Soil Cement (Plont Mix) 1300 sU 4" Base Bank Run Shell (LBR I00) 4" Sand -Clay (LBR 75) 5' Shell (LBR 70) 5" Sall Cement (Road Mix) (300 st) 6" Graded Aggregate 4" Notes I. Turnout structural course to be the some material as roadway leveling or structure course. Structural course not required if asphalt base course and its thickness increased to match edge of roadway pavement. 2. Any Department approved pavement structure equivalence nwy be used at the discretion of the Engineer, 3. Additional structural strength may be required If heavy truck loods ore onticipated. FOOT INDEX 516 6 Slope To Fit 10"----• Drlvewa T Std. 61, min. W � L 2'-01 _I *See Note Above, Note: To be paid for as parent curb. DROP CURB _ (N. T. S. 8" 6" Joint Seal "R Conc. Pav't. 2 Exp. Joint And Preformed Joint Filler TYPE 'D' CURB (N. T. S. FINISHED GRADE PROPOSED SWALE INVERT EXISTING GRADE EXISTING 20" DIP WM 36" RCP INV 19.54 WATER MAIN CROSSING ASPHALTIC CONCRETE: 1" TYPE SP-9.5 SAW CUT EXISTING PAVEMENT ASPHALTIC CONCRETE; 1" TYPE SP-12.5 AND MEET NEW PAVEMENT WITH LEVEL SURFACE MATCH NEW TYPE SP-12,5 �-�-- STRUCTURAL COURSE TO EXISTING PAVEMENT WITH 1" TYPE SP-9,5 ASPHALTIC CONCRETE OVERLAY het , J. Crossovers to be constructed where sight distance Is adequate in both EXISTING ROADWAY ! J 30, Mtn. ��e directions as directed by the Engineer. / Shoulder Pavement PLAN TEMPORARY CROSSOVER CONSTRUCTION DETAIL RURAL (N. T. S.) l .-:A IFA A, C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO. 9611A COQUINA BASE 10" MIN. THICKNESS, COMPACTED TO 98X OF MAX. DRY DENSITY PER AASHTO TYPE 'B' STABILIZED SUBGRADE 12" MIN, THICKNESS, MiN. LBR 40 EXISTING TO NEW PAVEMENT N.T.S. FDOT INDEX 517 OWG# 9649DE61 DRANK C.J.F. "Tftle to all documents which bear the copyright��� of Mostdier & Molar, Inc. is vested solely in ! M G F. C. Masteller & Mder, Inc, These documents are provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED M documents or any reproduction, display, sale, or other disposition of these documents by anyone is a Is expressly prohibited without consent of Mostdler & Molar, Inc. pursuant to the federal - . DATE 8-QS Copyright Law.'SCALE AS N TC- SHEET 86 Of 8R ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DWG NO Otagaia/ Ramps Im All ROM Exce Diagonal ROW IV PICTORIAL VIEW ,�$ack Of Sidewalk Drop W a W +a e10" X_ b 5' 0' 5.8' 5.81 5.(Y 6' 0' 6.8' 6.8, 6.0' 7' 0' 7.8' 7.3' 6.5' PR 8' 0' 8.8' 7.3' 6.5' * 5' 2.5' 8.3' 8.l' 4.8' 5' 3.0' 8.81 8.3' 4.4' 5' 3.5' 9.3' 8.4' 4.1' 5' 4.0' . 9.8' 8.6' 1 3.8' 5' 4.5' 10.3' 8.7' 3.4' 5' 5.0' 10.8' b-x-la ;101 b-Distance from front edge of sidewalk to buck point of 121 t slope. *Back of sidewalk drop required for all sidewalk slopes. **Book of sidewalk drop required for sidewalk slopes 0.04 and part 0.W_ Top Of Curb Face Back Of Sideway Sidewalk (5' Std.) utility Strip Gutter /00 0.02 (Min.) 0.0/ (Min.) SECTION AA 0.08 IMax.) 0.04 (Max.)i 0.04 Mom.) 1-0.02 1Norm.) Drop Curb (Curb & Gutter Type F shawl)) /2: t Max. x SECTION BB INTRABLOCK RAMPS AND DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE TO SIDEWALKS O Not less than 2' of full height curb odlmnt to dh and w/th/n crosswalk limits ■ Crosswalk widths and configuation vary; must oonf Traffic Design standards. Drop curb (On Existing Facilities Remove And Reconstruct Curb Or Curti & Gutters C For Payment Se C NO. I DATE Curb TienT- curb & Gutter Type E (Curb & Clutter Type E Shown) PLAN Rama Slopes Shall Intersect At Centerline Of Median On The 0.02 Rote When The Roadway Profile Grades Are Equal. The S/apes May Intersect Off The Centerline For Variable Profile Grades Or To Accommodate Other Construction In The Median: However, Slopes Shall Nat Exceed The 12: If Rate. Cross Ramp (Conorete Sidewalk, 4") -, -"Roadway Pavement MEDIAN CROSS RAMP SECTION tC 64' Note: A portion of one or both ramps may extend outside the return. t ■ 1 This Portion Of Romp !lust Fall Within Crosswalk Limits Not Less Than 2' Full' Height Curb Between Ramos 1-- INTERMEDIATE RAMPS DIACONAL RAMPS Slope Varies (0.02 $to.; 12d Max.) P---- „,Drop Curb (Curb & GWter Type E Shown) .02 .05 6M 2,5° Std. 6�gL .05 .02 .�.04 .04 J �`SS �t S S sd d/jq. Bottom of Base or Concrete Pavemetnt \� o� S,P \o� S,P,H Water Level At Time Fill Is Plac 12' Jr FOUR -- LANE ROADWAY S S S �, S Bottom Of Base Or Concrete Pavement e<O_ S,P " S,P,H Water Level At Time T Fill Is Placed S TWO - LANE ROADWAY DESCRIPTION REVISIONS M MASTELLER & MOLER, INC. M e-o CONSULTING ENGINEERS ti CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794--1106 Rat Curh Type D Or Curb & Gutter Type F lCurb & Gutter Type F 121 Crosswalk Shown) l2" Crosswalk Une ITyp.) (6' Mind Drop Curb (for Payment See General Note 6) PLAN VIEW PLAN VIEW Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F shown). Romp Curb PLAN VIEW PICTORIAL VIEW PICTORIAL VIEW PICTORIAL VIEW FOR TRANSVERSE PEDESTRIAN TRAFFIC SEE SHEET I OF 2 RAMPS FOR LINEAR PEDESTRIAN TRAFFIC 1. Curb out romps are to be constructed on all curbed facllftfes, but only at those locations where a marked crosswalk adjoins a sidewalk; the crosswalk and sidewalk each can be either existing to remain or new morkings and construction, 2. Ramps locations are to be coordinated with and in conformance with crosswalk narking details as shorn In Me plans. A -lam FIDOT INDEX ,, 0 GENERAL NOTES J. If a curb romp is located where pedestrians must walk across the ramp, then It sholl have flared sidest the maxIffAm slope of the flare shall be 12: 1. See sheet / of 2. Curb ramps with returned curbs may be used where pedestrians would not normally walk across the ramp, 4. Ramps shall "have a tactile surface, textured to a depth not exceeding by use of a tamp or roller fabrkated with an imprinting surface of eltther l" mesh 0.250 wire cloth (p/a/n weave, conventional crimp), / w6 exponded metal (staWrd) or 3 /b. expanded metal grating. SYMBOL SOIL CLASSIFICATION (AASHTO M-145) S Select A-1, A-3, A-2-4 * * P Plastic A-2-5, A-2-6, A-2-7, A-4, A-5, A-6, A-7 (ALL WITH LL< 50) H High Plastic A-2-5, A-2-7, A-5 Or A-7 (ALL WITH LL>50) M Muck A-8 Classification listed left to right In order of preference. G1 See General Notes Nos. 4 & 5 for utilization of soils classified as muck. * * Certain types of A-2-4 moterla/ are likely to retain excess moisture and may be difficult to dry and compact. They should be used /n the embankment above the water level existing at time of construction. * For out sections this dimension may be reduced to 24"t see Index No. 500. For minor collectors and local facilities this dimension may be reduced to /8`. EMBANKMENT UTILIZATION (NTS) FDOT INDEX 505 DRAINAGE DETAILS C.R. 512 Im--prove-m-ents Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A Curb Type D Or Curb & Gutter Type F (Curb & Gutter Type F shown), �4 Varies Raw -_ RAMP WITH INTEGRAL CAST CURB 61 Vanes Rare RAMP WITH SEPARATELY CAST CURB RAMP CURB OPTIONS 5. Ramps to be constnrctod at all Iccations shown In the pions even when sidewalk Is not canstnWod Onwrrently. 6. Ramps to be paid for as follows: Drop curb to be paid for under the contract unit price for the parent curb. le, Con, Curb (Type _.1. V. or COW. Curb Ord Gutter ?Type._), LF. On existing facilities removal of curb or curb and gutter to be Included In the out of curb or curb and gutter.). Ramp to be paid for under the contract unit price for Concrete Sidewalk (-1, SY. (On existing facilities removal of sidewalk to be Included In the cost of concrete sidewalk.). Ramp curbs are to be lnaluded in the cost for ramps; pay quantity shall be sidewalk area only, GENERAL NOTES 1. All dimensions are standard. The details shown on this sheet do not supersede the details shown In the plans or on Index Nos. 500 or 5W, 2. Plastic (P) soils may be placed above the existing water level fat the time of construction) to within 4 feet of the proposed base. it should be placed uniformly In the lower portion of the embankment for soma distance along the project rather than full depth for short distances. J. High P/astic (111 soils excavated within the project limits may be used In embankment construction as indicated on this Index. High plastic soils are not to be used for embankment construction when obtained from outside the project limits. 4. Select (S) soils having an average organic content of more than two and one-half (2.5) percent, or having an individual test value which exceeds four (4) percent, shall not be used /n the subgrade portion of the roadbed. Select (S), Plastic (P), or High plastic (H) soils having an average organic content of more than five (5) percent, or an organic content Individual test result which exceeds seven (7) percent. shall be classified as muck and shall not be used In the portion of embankment Inside the control line, these soils may be used for embankment construction outside the control line, unless restricted by the as drivable ns or surfacehfor opererwise ational vehicles ecified In the plans, s approved by he rovided Engincan eer tea sufflcent/y M sustain Average organic content shall be determined from the test results from a minimum of three randomly selected samples from each stratum or stockpile of a particular material, Tests shall be performed In accordance with FM 1-T267 on the portion of a sample passing the No. 4 sieve. 5. Highly organic soils, composed primarily of partially decayed organic natter, often dark brown or black /n color with an oder of decay, and sometimes fibrous, shall be designated as muck. Further, any stratum or stockpile of soil which containes packets of highly organic material may be designated as muck M. Highly Organic Soils shall not be used within the subgrade or embankment portion of the roadbed, with the exception of muck used as top soil as described /n Section 162 of the FDOT Standard Specifications, DESIGN NOTES I. The designer shall take Into consideration the expectancy of roadway widening to the outside, and where widening is anticipated, specify /n the plans the utilization of Se/ect(S), Plastic (P) and /or High Plastic (H) soils classified as nxiok, In the embankment outside the control line. DWG# 9649-DE71 NEff D oaAwN C.J.F. 'Title to all documents which bear the copyright of Mastdler &Mole;, Inc. is vested solely in . DESf 1 GENERAL NOTES :;ii = I. For definitions and descriptions of access connection 'Categorles" and access "CiassJficotlons" of highway segments, and for other detailed Information on axes$ to the State Highway S stem, refer Hit '= 3e -0- Return Radius Pont to FOOT Rule Chapter l4-9i6, 'State Highway Connection Permits Administrative ProceSsl Rule :;:: �• a Fore Point Chapter 14-97, 'State Highway System Access Management Closslftcation System And Standards" to v c c zi Buffer Areas 2. For this Index the term 'turnout` applies to that portion of driveways, roads or streets adjoining the G 5 Structure , outer roadway. For this Index the term 'connection' encompasses a driveway, street or road and Structure F.B. Line Frontage Boundary Line their appurtenant islands, separators, transition tapers, auxiliary lanes, troveiway flares, drainage Q pipes and structures, crossovers, sidewalks, curb out romps, signing, pavement marking, required a� W Driveway Width signallzotlon, maintenance of traffic or other means of access to or from controlled access facilities, - The turnout requirements set forth in this Index do not provide complete Intersection design, Frontage Frontage Frontage Y Driveway Angle construction or maintenance requirements. C Corner Clearance 3. The location, positioning, orientation, spacing and number of connections and median openings shall =.i be 1n conformance with Administrative Rule 14-97. G Setback 4. On Department construction projects all driveways not shown on the plans are to be reconstructed at «:r.: ». zseiiiilidiEsirei£ii R 4Y their existing location In conformance ;;_:•. "i? ` :»:u2S::S:SY:i2::YYi, V B. Line R Outside Radius manta to these standards, or, in conformance to permits Issued during -- the construction project. e co 0 �sesSzeiiii3ice i8iii - P j ::::». .......... . ...... U :::: ::::s::::::: ::::: :::: ::::: ::z:: :::: ..................... .... ::.«:. ............................... .. :: .,,. ..................... ....... ...... ............. ........... ........ .... ::::: U Inside Radius �' J all vehicular t kin n voila ! r in It sufficient length and size forqueueing, sac ma u hou de L Driveways ha have suf c a I •a 5 0 a s s q _ \... , Y ngg 9 g zi3ssir'?::':. ......ii •• 4iab: �YY....::;^.::swiii ee€ t/ o the h of line. Except ki t carried out completely beyond right e, cote a '�«standing and r o be Ca ed 0 s a Y P g parking n►P Y g way ............... D Distance Between Connections t �i'i t r s r h n th ht of w shall I alai the turnout t areas and d loos within e right a �F�vehicles stopping to the highway, a ou � tveh •�9 ng 9 Y il i PP o1' 'a or leaving the highway. ! for I vehicles e tail eav a e used o o moon n I b nn T _ n9'g 9 g Y• Y -- - - F Flare Edge Of Travel Way 6. Connections with expected daily traffic over 4000 vpd in urban areas are to be constructed as C D w ® W LEGEND Intersecting streets with curb and gutter, and in rural areas are to be constructed as Intersecting roads. The design requirement of this Index and that of the local government will be used to select appropriate connection widths, radii and Intersection design, subject to the approval of the Department. For connections In urban areas with expected dolly traffic less than 4000 vpd, the Department will determine If drop curbs or radius curb returns ore required In accordance with existing or planned conditions, Where radius returns apply, the design requirements of this Index and that of the local government will be used to select appropriate connection widths, radii and Intersection design, subject to the approval of the Department. For Additional Information Refer To FDOT Rules Chapters 14-96 And 14-97. For connections that are intended to dolly accommodate either multi -unit vehicles or single unit vehicles Sf�E t Ct ! ILLUSTRATING QEl'��N17'/oNs exoeding 30 feet In length, returns with 50' radii are to be used, unless otherwise called for In f� i C.Cl !the plans or otherwise stipulated by permit. Where large numbers of multiunit vehicles will use the connection, the connection width and radii are to be Increased and auxiliary lanes, topers, lone flares separators and/or islands constructed, as determined by the Department to be necessary for $afe turning movements. 7. Any connection on a highway having a posted or operating speed over 45 mph shall hove radial returns. Any connection requiring or having a specified median opening with left turn storage and URBAN (CURB & GUTTER) RURAL served directly by that opening shall have radial returns. 8. Where a connection Is Intended to align with a connection across the highway, the through lanes are to align directly with the corresponding through lanes. 1-20 Trips/Day 21-600 Trips/Day 60I -4000 Trips/Day' 1-20 Trips/Day 21-600 Trips/Day 601-4000 Trips/DayQ Or or Or or Or Or 9. For new connections and for connections on all new construction and reconstruction projects, ELEMENT DESCRIPTION 1-5 Trips/Hour 6-60 Trips/Hour 61-400 TNps/Hour 1-5 Trips/Hour 6-60 Trips/Hour 61-400 Trips/Hour pavement materials and thicknesses shall meet the requirements applicable to either that detailed for 'urban Flared Turnouts", or, that described In "Table 515-1" for connections with radial 2-Way ® 2-Way O 2, Way o 2-Way o returns and/or auxiliary lanes. I0. The responsibility for the cost of construction or alteration to an access connection shall be 12' Min. 24' Min. 24' Mtn. 12, Min. 24' Min. 24' Mtn. In accordance with Administrative Rule 14-96. CONNECTION WIDTH W f 24 Max. 36' Max. 36 Max. 24 Max. 36 Max, 36 Max. FLARE (Drop Curb) F l0' Min. 10' Min. N/A NIA N/A N/A DESIGN NOTES I. Prior to the adoption of Administrative Rules 14-96 and 14-97, connections to the State Highway 25' Mtn. i5' Min. 25' Min. 25' Min. System were defined and permitted by Classes. Connections have been redfined by Categories under Rule 14-96: and, the term "Class" has been applied to highway segments of the State RETURNS (Radius) R & U N/A ® 50' Std. 25' Std. 50' Std. 50' Std:. Highway System as defined under Rule 14-97. 75, Max. 50' Max. 75, Max. (Or 3-Centered Curves( ANGLE OF DRIVE Y 60"-90' 60"-90' 606-90' 60'-900 BDIVISIONAL ISLAND (Throat Median) 4'-22' Wide 4'-22' Wide 4'•22' Wide 4'-22' Wide SETBACK G 12' Mtn., All categories. See General Note No. 5. , 97 Street or road Intersection design. with possible auxiliary lanes and channelizatlon, may be necessary. Intersection design, with possible auxiliary lanes and channeltzation, ,,�,, should be considered for connections with more than 4000 trips/days. o 2-Way" refers to one "in" movement and one but" movement I.e. not exclusive left or right turn lanes on the connection. NTS A Small radii may be used In lieu of flares as approved by the Department. FOOT INDEX 515 DESIGN NOTE. I -Way connections will be designed to effectively eliminate unpermftted movements. I C �•�_ we w-.r. Back Of NOT INTENDED FOR FULL INTERSECTION DESIGN SUMMARY OF GEOME TRI C REOUI REMEN TS FOR TURNOU TS Fran Of Sidewalk (Point Of Warp At Front Edge, See � Above) Top Of Curb Back Of SldaxRtk PointOf Warp At Back Edge (see e) Of Sidewalk Gutter-- 3' Curb Tronson - Y Gutter-! 6' Curb Transition Exaggerated Vertical Soole Exaggerated Vertical Scale PROFILE PROFILE 6" Cont. Driveway 6' Cana. Driveway Extended 2' When R/W Sidewalk-5' Or utility Strip Extended 2' When R/W Sidewalk-5' Or utility Strip 2' Book Of Sidwalk As Shown On Pkuns 5' Or Less 2' Bock Of Sidwolk As Shown On Plans Varies (Greater Than 5` • Slopes can be adjusted within theslope Varies+ Slope Voris* Slope vartesa Slope Varies, 0.04 Normal ranges shown to /mpraved ties to 0.02 Normal 0.04 Normal odjacent property and are to be 0.02 Norval 0.02 0.01 Yin. 0.02 M/n, transitioned to ovoid distortion In 0.01 Min, 0,02Max 0.04 Max. 0.06 Mox' sidewalk oonttnunity 0.04 Max. "Joint Joint :.�... .. Slope From Gutter To f t : • . • .. • Slope From Gutter To Front Of Sidewalk Book Of Sidewalk 6' Concrete eftawa And Sidewalk 6" Concrete Drly And Sidewalk SECTION AA Drop swb SECTION 88 Drop Curb WHEN DISTANCE BETWEEN CURB & SIDEWALK WHEN DISTANCE BETWEEN CURB & SIDEWALK IS GREATER THAN 5' IS 5' OR LESS 4' COW. Book Of Utility Strip Greater Than 5' Driveway Width (W) (See Shoat 0 6' Coacrsta Driveway Sidewalk 1 10 Joint Drop Curb tWldth VarlesJ R/W LINE AT OR 2' BACK OF SIDEWALK PLAN URBAN FLARED TURNOUT Distance Between Connections 'D'. See 'Sketch fliustraffiV Definitions' and General Note No.3. 0. Swk. DrJvewoy Width (W) isms Sheet) R/W Line� I I A f 6" J"Open JolntsAt IV Ctrs. 51h Joint At .®. Book Of Sidewalk joint joint Joint Driveway Width fW) (See Sheet 0 10 F` F_ *-�_ , _ R/W Line 8"Open Joints At IO' Ctrs. 5th Joint At J" Back Of Sidewalk' (Point Of Warp At Back Edge) 4 utility Strip ,/� Front Of Side wai 6' Concrete Driveway \ Gloater Than 51 t/ (Point Of At FrontzdVgo) And Sidewalk utility Strip \ PLAN low F T _ l lnf Jon. Sea S Be or yp lot orawt B A R!W LINE MORE THAN 2' BACK OF SIDEWALK R/W UNE MORE THAN 2' BACK OF SIDEWALK PLAN PLAN 4 URBAN FLARED TURNOUT NOTES 1. Driveway 6" concrete pavement and drop curb shall meet the moterfal and construction requirements of Sections 522 and 520 respectively of the FDOr Standard Speclfloatfons. The driveway foundation shall meet the requirement of Subartiole 522-4. �A 0-far details of drop curb and curb out ramps refer to indexes Nos. JW and 304 rospectively. R/W Una J. Where turnouts are constructed within existing curb and butter, the existing curb and flutter shall be removed either to the nearest joint beyond the flare point or to the extent that no rom irling section Is * "Open Joints At 0 Ctrs, less than 5 feet imp and, drop ourb aonstrugted In aocordanoq with 5th Joint At Notes Nos. I and 2. 4. Cost for preformed Joint filler shall be included In the oast for the J"Joint ( Int Omitted When concrete pavement (concrete sidewalk, a thicV. R/W 2' Of Sidewalk) 5. For turnouts with radial returns see the roWleaments under the Summary Of Geometric Requirements", the 'General Notes", the details of 'Rural Turnout Constnxtlon' and the detoll of 'Umlts Of Clearing & Grubbing. Stabilisation And Base At lnterseotlone go 6" Concrete Qr/vawgy 6. Department maintenance of pavement shall extend out to the right of way or 2 foot back of sidewalk, whichever dlstanoe Is less. °.' 7. The maintenance and operation of highway lighting, trafflo signals, "Joint oamlated equipment. and other necessary devices shall be the responsibility of a public agency. 4. All pavement markings on the State highways, inoludlnb acceleration 3, 71 and dscolerotlan lone markings, and signing Installed for the operation A of the State highway+ shall be mointalned by the Department. PLAN P. All signing and marking Installed for the operation of the connection tsuch as stop bars and stop signs for the connection) shall be the WITHOUT SIDEWALK responsibility of the permittee. i" TYPE -3 ASPHALTIC CONC OVERLAY i-11?V TYPE 'S', COMPACTED TO 1" OVERLAY 1" TYPE S-3 X SLOPE ASSUMED ASPHALTIC CONC. (OVERLAY) 30.v "`� SAWCUT NEATLY AND REMOVE SAWCUT EXIST. PAVEMENT TO PTOVIDE A GLEAN CUT JOINT (AVG. DEPTH) --•s•- E,::���TYPES-1 (1") ETING - PAVEMENT- - - - - - - - - - - - - - - -2" pPVEMENT �2" MILLING 0.8f�r10/INCH r--._'^^'r---------_-�.---- BUTT JOINT DETAIL AT BEGINNING OF NOTE, MiLLING & RESURFACING AND AT CONNECTIONS THE CONTRACTOR SHALL USE THIS FEATHERING DETAIL TO INTERSECTING STREETS & DRIVEWAYS AS DIRECTED BY THE ENGINEER NOT TO SCALE FEATHERING DETAIL/ BUTT JOINT DETAIL NOT TO SCALE: C 0° rl/-- 4' Cone. Swk. Side Street R/W 3, Curb Transition From full To Zara Height At End 0i 4. open Joint At i AN Curb And Gutter Constriction Except Where Conaecting l0' Ctrs. With Driveway Width (W) Varies ' Existing Curb And Gutter. lntermed)ate (See Sheet !) 13' Min.) Joint Dewy Joints �B 4' Coma. SWk. gook Of Sidewalk Full Height Curb Length Varies: ' J"Joint 2' Mtn, Beyond Limits Of Curb Cut Ramos -See index No. 304. * "JoJnf •J' Mtn. Back Of Sidewalk In Absence Of Curb Out Ramos. As Requlred For Connoct&V To Existing Curb. Warp // 6" Concrete Driveway p War Flare P t And Sidewalk i SFdestreet Edge Of Pavement Extension Line fFuture Edge Of Pavement Where Ava/bbie UtF/Fly Strip -•--� 5' Or Less // I J"Joint I Fiore Point In An Adopted fire Year Transportation Plan). I Radius Po!��Nb Varies b B 4' 6' (To Suit Distance 6 4 op Curb Allowed Within These Limits Except Between Connections I Drop Curb Mdth Varies) As Regained For Curb Cut Ramos Shown On index J04!1 `0 But Not Less N R/W LINE AT OR 2' BACK OF SIDEWALK PLAN I �Carner Clearance 1c1. See Genera/ Note Footnotes: All I" joints shall be constructed with preformed joint flAor. * i'Open Joints placed at equal (20' max.i Intervals for driveways over 2Y wide. Joints to curb and gutter to match joints In driveways. o When connecting to sldestreet curb and gutter sections, the no drop curb limits should extend book to the sidestreet radius point. With or without curb av:•d Vitfor, no driveway should enorooch on the oarner roallas. Driveways shall be of a uniform width► from M0 point of wore to the right of way line. DWG# 9649-UE81 _ DRAWN C.J.P. ®c1TF �. g,ivER DRAINAGE DETAILS of M t all documents s which bear the copyright ' i S i E Liz R e _ ^ �' E INC • � /'10� of teller i� dY Molar, Inc. is vested solely in (��(,•�� M.F.C. 1 in JW/' V ■, ■ ■n ■_ (V_ 4 Mostd d & Molar, Inc. Those documents are -. f e provided to the owner solely in connection with ®` _ C.R. 1Improvements this ProWit. Any other use or rents oy thyon CHEC�CED M,�•t�. CONSULTING ENGINEERSdocuments or any reproduction, display, sale, or ifV 1� w ism"expresslyit(pohlb(tedthese wtthoum�tonsentonafs Jr'hi. 7 _vJ DATE 0-OB Mostdier dY Molar, Inc. pursuant to the Federal /�•�G CERTIFICATE OF AUTHORIZATION NUMBER 4204 a Phase 3 Gopyright Low. ,.._ .-. .. SCALE AS NOTeP NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794--1106 ORIDN INDIAN RIVER COUNTY - PROJECT NO.9611A" 8� aq REVISIONS ©zoos, MASTE�LER & MOLER, INC.iNCST E P H E N E. M O L E R, P. E. F L# 3 319 3 LD" NO g64q 4 5 � 1 varies Je" IB' Varles t8" 3r�4" Varies Ditch Width varles Varies Ditch Width varies S/q� y W� varies Side yar' Vyrtes PAVEMENT AND SODDING QUANT1TiES GENERAL NOTES cries Varies 15 Stdd 1 SIB es I Varies (51 Std.) ( Slob FOR TRAVERSABLE SLOTS o h These inlets are suitable for bicycle and pedestrian areas and are to be used in ditches. - Pavement Sod ® "sR Inlet Sr le Slat Double Slot Single Slat Ooub/e Slot ,W medians and other areas subject to Infrequent traffic loadings but are not to be placed '� 2# ,- 2� m in areas subject to any heavy wheel loads. So >b $Y CY SY CY SY SY -� $ Ob ED 4.87 0.77 0.93 /2 /6 ;o, t ° A 2. Inlets subject to minimal debris should be constructed without slots. Where debris /s a 5.990.9/ 7.70 /.IO /4 /9 ,, U ,,problem Inlets should be constructed with slots. Slotted Inlets located within roadway I I 5.88 0.91 7.37 1.08 /4 /8 c Type C 3 -I Type C 2 -0' ` , , clear zones and In areas access/ble to pedestrians shall have traversable slots. The • o TYPE C Type D 4'-l" cQ, Type D 3 -l' traversable slot modification Is not adaptable to inlet Type H. Slots may be constructed I I �. Straight Bars 2'x IF Type E 4'-6" � Type E 3'-On at either or both ends as shown on plans. I I _Or Retfouline Bars W x in 89 8i+ 8f, 8„ I ( 7 A 9 r J. Steel grates are to be used on aN Inlets where bicycle traffic is anticipated. Steel grates Lw - - J c PLAN Bands l x ore to be used on all inlets with traversable slots Either cast Iron or steel grates Tray be Approx. weight loo Lbs. used on inlets without slots where bicycle traffic Is not antlolpated. Either oast Iron or TRAVERSr4BLE SLOTS « 3,•, 5e steel grates may be used on all Inlets with non -traversable slots. Subject to the selection W- 51 -", a described above, when Alternate G grate is specified In the plans, either the steel grate, �A 8 SECTION BB j"�►j m hot dipped galvanized after fabrication, or the cast Iron grate may be used, unless the I Grata o- _'" b plans stipulate the particular type. 3' ,t• SECTION AA Ottoh vories A 2~ Cl. Eye Bolt 4. Recommended maximum pipe sizes shown are for concrete pipe. Pipe sizes larger than Bo#om� r o C ` See Index 20/ 80 6,-ryl Sa 8" 3'-6►► 8e those recommended must be checked for fit. } ci 7' (Slot Depth) i.._ Unless Otherwise 03 Unless Otherwise 5. A// exposed corners and edges of concrete are to be chamfered '. au # Shown On Plans Shown On PlansCC Flow c > y'' chamfer -ir --� 4 Born a _ ��6�� 12' Ctrs. 6. Pavement to be used on Inlets without slots and Inlets with non -traversable slots only f�'i when called for In the plans: but required on all traversable slot Inlets. Cost to be Sod SECTION NOTE: Alt. B Structure Bottom Only. See Index No. 200 Included in contract unit price for inlets. Quantities shown are for Informatlon only. TYPE C Concrete Pavement STRUCTURE BOTTOM FOR INLETS TYPE C, 1� $� E T. Traversable slots Constructed In existing Inlets shall be paid for as Inlets partial, tHand Shape to Neat Lines) Recommended Maximum Pipe Sizes and shall Include the cost for slot openings, paving and any required replacement grates. P`-O" Wol1-lLi" Pipe '-00 Wall-I60 Pipe 8. Sodding to be used on all Inlets not located in paved areas and paid for under contract unit price for Sodding SY. L A L B 2' 9. For supplementary details see Index No. 2Oi. HALF PLAN WITH SLOT A B HALF PLAN WITHOUT SLOT HALF PLAN WITH SLOT HALF PLAN W/THQVT SLOT TYPE ' ITCH BOTTOM 1 ET , SECTION CC PLAN VIEW _ C _ DITCH BOTTOM INLETS TYPES C, D, E, & H FDOT INDEX 232 (N. T. S. NTS FOOT INDEX 282 2 1 2" $" � ALUMINUIr�__ 11 M�,/8'► $" $" 5' 10" S' 5" ALUMINUM SKIMMER ALUMINUM SKIMMER r -t 4*-,3/8" --_------- 4'-4 11/16" 1 ! I 1'-2 1/2" $" OF PIPES DIA67a1 s DIMENSIONS & QUANTITIES I ( co 4' �+� i 1'-2 1/2" $" 2 1/2» M GRATE SIZES CONCRETE (Cu. Yds.) SODDING tSq. Yds.) t3 I " 1 D X A 8 C E F G Single Double Tr/pie Quad N Standard Extra Single Double Triple Quad Single Double Tr/p/e Quad 0 • 1 3' 1 " 1 ^w M ( 4 1 1 T ;� ►� 1 1 r7 "� Pipe Pipe Pipe Pipe Weight Pipe Strong Pip Pipe P/pe Pipe Pipe Pie Pipe Pipe Pipe 1 1 ;�- 2 / - 2.27 4. s 36' 8' 122' 4.63 7.2!' .79' ! ' r. 0.76 16 1.54 1.9I 8 r 1 �---2 1/4"- -8 - $" $" 8" 8" PLAN i - 2.36 5.l 7.48 5.03, 9' L4/ 4.9 7.75 l0.58' 13.4 1.2/' Q85 1.28 t.71 2 9 /2 J3" $" 2 3 -5 2.53 ' A 9.71 ' o 1.73 5. 8.92 r5.75 1.02 2 J5 10 15 1 9'0" 4'-3" 2 70' 9.25' IG95 ' 00' 6.08 l0.33 14.56 t .83' ! 2 1.23 1. 2.74 .50 J 14 1 A J BAND J BAND 1'-2 1 /2" a 1'-2 1 /2" 5 - 2,87 tt.31' 4 !8' ` l5 2.24' 6.6T 11.T5 /6.83' 2G9 l.33 2 1.40 2.38 3.33 4 24 20 BAND - "' -" s '- '- - $ 6' 7" 4 6 - 3.05 13.37 n 2.45 7.25 /3.25 25.25 08- 2 /.60 4.04 526 /4 n 22 - - - - -- - E , ' STEEL -GRAM 48" 6'-9" MO: 15.43 18.65' 15 03' 19' 2.65' 7.83' 14.58' 21.33 28.08' l.4 P 3 1.81 3.2E 4 T 6.14 /5 /8 2 $ PLAN ' ' $" PLAN APE ,D' STEEL CRATE 8" P�.A�i T1'L___E . 5 7 - 3. ff.4 2t 2.83 8.42 16.08 .75 1.4 3 2.03 .54 7 n 23 27 GRATE 8 - 3.5E l9.55 23.f1' 19.03 23 9. t7 34.50' /. 2.28 4 b. GRATE . a 5' S" 4' 4" t 0 6.42' a 6.25' Dimensions permitted to allow use of 8' standard pipe lergths. 4 5 » 6" " 0 /0.4W O /0.10' Dimensions permitted to allow use of /2' standard pipe lengths. 5 3/4" _ +- 5 3�4 " 3 4" 5 3 4" 5 3/4" rn x $" EYEBOLT 8 A O Concrete slab stall be deepened to form bridge across crown of pips. Sea section below, (- C - - T I� 5 3/4 - �- -�° -- 5 / / -" g SEE INDEX 201 EL 29.20 B - > 7s8" 2" CI _.�, ...._ 1 EL 28.70 w GRATE 2» w GRATE 8" 2" CI sae .� EYE BOLT EYE BOLT v� SEE INDEX 201 SEE INDEX 201 EYE BOLT y-� �"T� � > SEI�. INDEX 201 4' 1" ALUMINUM SKIMMER 3' 0" %ALUMINUM SKIMMER B 1®N #4 BARS r ( 3' t" ALUMINUM SKIMMER BAND 6'-5 11 96" ® 12" CTRS ®o `'� « �` , ° � w+nt. NO 4 BARS NO 4 BARS NO 4 BARS 8" 0 12" CTRS. 8" ® 12" CTRS. oeweniwweaoa PanvNar $" 12" CTRS. 31 SPACES 0 2 5/16" ° aaa«ew SECTION `.t 32 BARS 0 3/16" aNa.aaw °3 faama ES CT10N -I r _ 1 t7 Tr a Igoe far Pica. q' Aad Nr Ab Plpa Aw anrxr/ 6 'a=4oa 6Lnmefa SA®A r telbg. natar°reer rasa a nr a s r so N far P n tr *W &NW. e�rt aaE•w+gngA __.�.�..� ALTERNATE DITCH H Po,d fa Ar Plea [Vkarr f IP Te @e eioNtder ragkr aJ, iY1Ee for rnr SearLAN TYPE "D" ITCH TYPE ' IT SECTION TOP VIEW -SINGLE PIPE BOTTOM INLET BOTTOM INLET BOTTOMINLET TYPE ' ' DITCH BAND MITERED END SECTION DETAIL MODIFIED TYPE 'D' FOOT INDEX 232 FOOT INDEX 232 BOTTOM INLET FDOT INDEX 272 (N. T. S.� (N.T.S.,� Fta4T INQ�X 23.E (N.T.S.) (N°T.S.) FDor INDEX 232 N.T.S. DATA AND ESTIMATED QUANTITIES FOR ONE ENDWALL x GENERAL NOTES GENERAL NOTES I. Thee# derone ore to Wk to pmroala WW agree for me oonarraw of E - raae !x-S) $carom W + - /age dt NO hb%w Awtlaia aid for atprre*wod Scotian of mar Pnor/de Mae+dawteh A wAlhgcw 0/ ae�x Erode cn bigter, Sltdty Warping ROUND CONCRETE AND CORRUGATED METAL PIPE + - Palo aNwed adore !a rNvmWIM ady. cost of fwnea to de TM Barrage OI ree waalan ,i O"W a weoamy, wtrom acme a me wedkrr tVeLk a cbreore► 9. Pipe length plan quantltJes shall be based On the Ineruded m the oon*r ''raecwn or aaa aid at►u: Sod to ee acid for anwr cwe Or cxre And rwnar. togNnbt A QrotrMps f/w A• fAAMs At TM Pbint 1. Endwali dimensions, locations and positions are for p Oponing Area Class O Concrete rCYl x the oonhtgt rear gibe ) silitz sv. or Podia a car e,aal,. sae Dow/4 round and eliiptloa/ concrete pipe and for round pipe end locations shown in the standard location tsr:) ' single Doge r jew e e ' P0. FLwa to be mooted In Law M/0 of mega &W at ~ potmts as daua+d«r hf and pipe -arch corrugated metal pipe. Round concrete control end view, or lengths based on special D ht"ber Ot Pi es A e e E F s s x et cmrete o concrete Ma Concrete e D the phna me laoarona "le he aQJus/ad A n.e Engl,xor durl p aavatnaotbra endwoll locutions called for In the plans. A pipe shown. is ties 1* set Am r-P r•r -a o-r r-r" r-r r e° T-ar .r e" Las L ! cen IA r ra tier fiat l sa ire Lea ties r as r..ae am t3o a s ,a rag ret e• r•w - - Las let Lae t z as Lao rag >a ae .a 30 JM if FFAVT VIEW erode To Gran As Shown m The 2. Front slope and ditch transitions shall be In accordance 10• Payment for pipe In pipe culverts shall be based '''r +,ae 725 see - a * a r r.r r-r - a• r•o• Lsr r , o�-.. pia,:OrZIA wnd ei 'rho � Prop, Part. �- with Index Na. 280. sr ere e:a sm age r•r a - -s s s• -,o• ire t� tae to ter tw 30 as se es as ar aaL Aga Aer to Are Am Ae3 ON 2r on plan quantities, adjusted for endwat! donations s , aye r ,, m * _ ,a3 Ewr- ZZ: subsequently established by the Engineer. U sac W&P s-r r a• m-a• re 777 s-r a 5.0 ssr eas egt Ace M Affi e..0 Ass 4.er Aga ae gee &W see + ae, sa are ire Jr S t Interior 3. Endwalls ma be cost in lace or recast concrete. gee ae era n..m t Cuts/de pipe tryp/ Y P P ram se m r z r•gr m� r e s ar r4 c a s- a g• r� Ass s N a a sae a so aar v ra ss, eau aaa ae ass a se a a e sl rs ae re a sz gas er Plpe lTyp.) B B ll. Endwolls to be paid for under the contract unit rLa arar sore r•e- r r r e s.e. r ar r o.a ax a a,a :a ras ass aeT gar ae 3ae tixar NJl ,eae ss a� a er so '"" .",, Ptge wedLnn P°'y • warjr Reinforcing steel shall be Grades 40 or 60. Additional tocalt Reference Line wed!«n Wrdm All mdxmed L swrae d Neaacory r ,.... _ J reinforcement necessary for handling precast units price for Class I Concrete fEndwalls), CY, sr rasa eco aseo s• r-a•w a r rc" a' r•a• r-a• gar an aa� a ate w csoe Location control Above) m oemrlr grace gam ro Proo FhNtet. shall be determined by the Contractor or the I _ I AWrIJkry con. rbta, Surlaoee supplier. Cost of reinforcement shall be Included In c c � 5: - sraw ro Aaoro+r wrl, root of AdJolM,p Pork carea+torer oaE rm., oas rag.,... the contract unit puce for concrete, (endwalls). tECENo - -_ -' 3'-6" a G 3'-8' Pipe skew L r EaLri. f,ar. or syaersleNaed � � ttion Slope Center To Cantor pipe Spacing - drain CUn /Exlet. Agdt Or Lena Line Of 4. All exposed corners and edges of concrete are 0 or spar D or span 2-04 ear 1 tro"s -•- Centerline center Centerline acinhslan At Foos Of Neodwou Suoereter�a 100M (bilit. Pant. a Now 4 - Line NO.) to be chamfered«. D or spar 5wv° . TOP v/EW A 5. Concrete meeting the requirements of ASTM C-478 �, ° Fit (4000 psi) may be used In lieu of Class I concrete _ _ -- s z Control Ltrre (Clow Zane Limit) NORMAL PIPE In precast Items manufactured in plants which are �� r-- x PnvJde Saac«N, SeoNan wog, MSthp erode under the Standard Operating Procedures for the _.,.L_ ttndependsnt of !:rant slope) vxia agar r r t�rLa t+.rs' L i ,�-_s.^.^ tx•S�seaof �,e"For rTi��� fArbt �; , EOWt a inspect/on Of ptecost drainage products. �a 1 t 5 ,t End Of Pipe t�' P Pert. eredlat New PovI. / / \ 6. On outfoll ditches with side slopes flatter than / j% I t I a ti I$" Note 9) F ' I am! r For pow ',,,.`F Ora provide 20` transitions from the endwoll to the flatter 4" B 4" I side slopes, right of way permitting. sEnjoint e+ifrmlrrod I ` ControlSAW PotWhen SECTtOn► qa mw 7. For sodding around endwalis see Index No. 281. tEhlarged! f B i - Outside Clear Zane FA(Wr VIEW J 8. Poyment for concrete gt/antltles for endwalls FRaNT v/Ew skewed to the 1 e shall be made on the following - - P P I Consf. Joint Penh#ed basis: t "ey &Dowels Reautred• s To m rm. Skpe otor//t. COW. Alan r_ For In P11:1111411 IF Dowels a4 Bars, Ir With END VIEW . To g,eln Endwall Skew To Pipe Use Tabulated Value _ _ _ 9" EJnbedment G Ir Ctrs a - er For bar Orade And /• rs� to 5• 15' 4e PeFm nt see Note .$ i STANDARD - = - - - SECTION BB 16• to 309 30• LOCATION CONTROL - !way own Frog Ara Point paLgaoted to N» PAM ---�-_ -- SECTION cc 31' or over 45° END v/Ew tENLAR&ED) Aa Aaharee By The Emplace Deft CaeshWIW TOP VIEW ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING) TOP VIEW FLUME DETAIL SKEWED PIPE MEDIAN OPENING FLUME SINGLE - STRAIGHT CONCRETE ENDWALL ENDWALL POSITIONS FOR SINGLE PIPE FDOT INDEX 283 FDOT INDEX 250 N.T.S. (N.T.S.) DW6* 9649DE9I DRAINAGE DETAILS DaAwN ��F. ` . gIVER "Tills t all documents which bear the copy9nht SIGN M MA r ♦ ��,r ♦ '�� A _ '� `/� INC.� of teller lei & ler, Inc. is vested solely in DESIGNED M. C. M���\,J i ,� ,r, JV`/�a' M(1�/) 1 [\,/ Masteiler & Mder, Inc. These documents are -- _ ' ' O provided this pro t t. the An ner othea use or reuse connection ofthese • �� v kc y CHECKED �',7.E,%`%Qc fC.R. I-m--provements documents or any reproduction, eats Bale, or C ON ULT6NG E N G' N E E 1 t J �P "�, is other �disp it'ssly pon of thespwithout e documents by anyone �. Mosteiler & Motor. Inc.tpursuant to consent he Federal DATE 8-05 Copyright Low.' �0 €� CERTIFICATE OF AUTHORIZATION NUMBER 4204 r Phase 3 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 ORIINDIAN RIVER COUNTY PROJECT NO. 9611A c@2005, MASTELLER & MOLER, INC. OWG Sq q6 REVISIONS DA STEPHEN E, MILER, P.E. FL#33193 owc wo g649 12 Q / -' 10 ------------ 0t -- --- -_a 0 0 o gg------- i ` i 00P00Q0o0 gOO --------- 0-- 00Q0do ----- - -- --- - 6 - - O. 000o- :�----- -`--------- 5 ° °�^f i ``, f i 'i ' \\,• ' i a -�`7' 1 ----- --- i - ^-`� o r _- ----- _ ` ° c" N ------------- ` - 7 - aoo i 80'-11" I ' ' ~\ ° - - -, � ' t 5 80' 11 o a ,, 00 ° °°' 0` 000bo °ro \'1 I I 11{,` - - --- --_ o°o°a o -0, Or0 O O "'`\5\, �.---�._�1 °pOb ----------------------------------------- a' ---- - t - --- ------ -------------- ----- - -!t' ' - a'; /t 75'00'(TYP,) LOCATION OF/LOWEST/ // \ ---------------------- -- S r BEAM ELEVATION // 1 1.70 -- -----------------_-------------------------'--- --' a \`, �` tl END BRIDGE /ABUT. No.2 �� k .� jl= ' ---- --"-"-7-------- \ BEGIN BRIDGE ABUT. No. PEER No.1 CL PIER No.2 STA 297+2f,65 J -- -------------- ------ '- , _ rl ------ -- 9 '� STA 294+84.32 STA 295+65.23 STA 296+45.73 FN. GR. EL/17.14 CcA PGL ---------- --_ ---- ------ --------- -' r 10 \ FN. GR. EL.17.83 © PGL / FN. GR. EL,17.60 @ PGL FN. GR. EL.17.37 @ PGL ----- ------------- - t t----- .. 11I, O O * P� i °t i O°O i i / ! ,C-- \ ! _1 % / 1 ; I1 I 1 \\ \ f I / f \ / 1 % 1 / 91 / 1l U O 0 „r a P/ o G -) o O %"r i 0,00 I; (/ i` j l' l % ! j I \ 1 1 1 q ! //! O 0 BEGIN BRIDGE o 1 1 p° /, / r \ t r lI 1 s> u N/ // 1 1 1` o Fr /!r o°o° aEND J 0 0 %; ; �� 1 a r 1. '`, % .�' N W V� ,1 li I/ t ? 1 1 'rI r a p STA 297�G 5.33 STA 294+73.00 ,, r ,' I o t r \ / 1 %` l t- I i ;t ;,, /\ t 1 1 q p r t l �0000 0 O ( 'r ! 1 r! 1, l , !! 1 I 11 1!1 O O O - g00000 f , i ', l ` �\ t l '1 ``` '`, ' %` 'l / i` fJ t i �_ I r / 1 1 O r !1 0000 O i IU Oc „ i 1 I -_� 1 l o 0 0 'o°0,oc ,+ lr,�f l \ 296+00 r�/� I'1 \ I ,t t a +p o o c O O r j/ / i 1 j ` / ! ,`I N, i �- r i' l l ru / r; (110 C 000 OCl (i ''! ' \•3 / ! _ \ , ,! h ;EXISTING � / i t/ ' ; I \ 1 ! l \ t l //t 111 ,0a° JJ 0 G0000 (/; ;� ', 4 \ r �'` ``} \ ;1 n ;BRIDGE I 1, !i ; 1 \ r f I l �\ \ r / !r/ ,oaoa o r r \ ! t 1/ o , o 0 0p Toc 1'Jr' 1 ',\ if ` - 1( 1 I \v/I11 O V r' Il I d'\�`\ I r \\\ t , w // O O COO 0 a lr, l m o ��---'t t I f r,' �` t ,f 1 % f r`.f \ r ,! r Il��'rtl °°°° ° SEE ROADWAY PLANS C m s ``\�\, I \`�\ , �� i i r I r I 1 \ 1 O I % O O o, o°°p ° FOR GUARDRAIL (YP. y----'---`--- 0c, '.--r:'J- �i 1-5�0.9 -'r-- ---�c--__ r r � __" _-i---}�' tom--- -, ,' `,-.--i_.��-�tr-_...\�. ..__T� , �Ljy-----i-�----� .__1-O.-` °p / A _ r \ 7 �----I---------- \----------- / -- / "� R Fi _F ==#---------- ------ 12 - jt / / CV / t _------------------- ------------ --- _ --- 11 -- T------ - - 11 -- PIER No.3 PIER No.4 10 t BEGIN BRIDGE ABUT. No.3 ------9 �----- -- ___-_-- ,' STA 294+61.68 STA 295+42.59 STA 296+23.09 t/ - ________ - ---` -- -_---------- `" / ---- 9 FN. GR. EL.17.89 0 PGL / FN. GR. EL.17.66 @ PGL / FN. GR. EL.17.44 @ PGL � r- _ _ _ _ __ / - ------------- ------------- -- _ _ � - - - - - - - - - - - - - - - - /( \�'�•- _- `/r -- ` ---------- 7 ----------- - s - / END BRIDGE ABUT. No.4 ---_ --------------__ --- 55 / 75'00' TYP. STA 297+04.01 "' t ( } FN. GR. EL.17.21 ® PGL ----------- - - - Q0ooa n \ roo0 0 0 b(TYP.) aooao CSACRIFICIAL PILE - --O- - ' I 5 - -\ ° o 1 I op 1 \ V 0 080808 '0 Oo0000 aa o_a_O- PVI STA 293+00 EL. PVI = 18.35 PIER No.3 BEGIN BRIDGE 80'-11" 1111 � ,N'1 -0.283% VERTICAL GRADE DATA PVI STA 297+60 EL. PVI = 17.05 ------- a 0900°� 2 -- ------ 0°°°p o 00000 00000`' �' a )0 °O°O G �O 000 00`, aoao0pc 0 a a0a0t o°a° i 0 PIER No.4 1 0 1'-6" 10'-0" 80'-6" 80`=11" END BRIDGE SIDEWALK ---------- - --- - -- 1 r� 1 F F 100 YR. ELEV. 1 1.50 - F F - FEMA 50 YR. FLOOD ELEV. 9.70 2 E I 1 TOP OF WATER ELEV. 2.0 t ------------------------------------- - - - - - - - - - - - -- ------------- EXISTING GROUND ELEVATION BICYCLE RAILING BICYCLE RAILING FDOT INDEX 720 FDOT INDEX 710 C.I.P. 12" 0 D.I.P. 0.02' /FT SLAB WATERMAIN MIN, EL. 11 70 C -32 (j WESTBOUND O.T. C.R. 512 BASELINE � WESTBOUND 49' 1 " 4'-0" I 0.02' /FT EASTBOUND 1 6 AASHTO-III BEAMS 0 8'-6" = 42'-6" 12'-0" 42' - 3" P.G.L. GENERAL. NOTES GENERAL SPECIFICATIONS: GENERAL: 1. ALL MATERIALS, CONSTRUCTION, AND CONSTRUCTION METHODS 7. ALL DIMENSIONS SHOWN ARE EITHER HORIZONTAL OR VERTICAL SHALL CONFORM WITH THE 1991 FLORIDA DEPARTMENT OF UNLESS OTHERWISE NOTED. AN AMBIENT TEMPERATURE OF 70 TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND DEGREES IS ASSUMED FOR ALL MEASUREMENTS. BRIDGE CONSTRUCTION AND THE 1994 SUPPLEMENTAL SPECIFICATIONS THERETO, UNLESS OTHERWISE NOTED HEREIN 8. THE CONTRACTOR WILL INSURE THAT NO INTERRUPTION OF OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT. UTILITY SERVICE OCCURS AND SHALL COORDINATE WITH INVOLVED UTILITY COMPANIES TO PERMIT ACCESS TO THEIR WORK AS DESIGN SPECIFICATIONS: REQUIRED. NO EQUIPMENT OR MACHINES SHALL BE OPERATED CLOSER THAN 12 FEET TO THE EXISTING POWER LINES AND NO 2. ALL DESIGN IS IN ACCORDANCE WITH THE 1996 AASHTO STANDARD EXCAVATION SHALL BE PERMITTED WITHIN 5 FEET OF POWER SPECIFICATIONS FOR HIGHWAY BRIDGES AND ANY APPLICABLE POLE FACILITIES, UNLESS PERMISSION IS GRANTED BY THE POWER INTERIM SPECIFICATIONS ISSUED PRIOR TO DECEMBER, 1997. COMPANY, IN WHICH CASE THE POWER COMPANY SHALL BE RESPONSIBLE FOR SHIELDING THE POWER LINES. DESIGN LOADING: 9. FOR VERTICAL ELEVATION CONTROL, REFER TO ROADWAY PLANS, 3. DESIGN LIVE LOAD IS AASHTO HS20-44 INCREASED BY 5% TO 10, THE CONTRACTOR SHALL APPLY A CLASS V FINISH TO THE FASCIA COMPENSATE FOR ELIMINATION OF INTERMEDIATE DIAPHRAGMS. ON BOTH SIDES OF THE BRIDGES WHICH SHALL INCLUDE THE OUTSIDE FACES OF THE AASHTO III BEAMS, THE BARRIER RAILS AND THE PARAPET. 4. DESIGN INCLUDES ADDITIONAL 15 PSF FOR FUTURE PAVING, THE TOP AND INSIDE FACES OF THE BARRIER RAILS AND PARAPET AND ALL EXPOSED SURFACES OF THE WING WALLS AND TRANSITION BARRIERS DESIGN STRESSES: SHALL ALSO RECEIVE A CLASS V FINISH. THIS WORK SHALL BE INCIDENTAL TO THE COST OF THE RESPECTIVE ITEMS INVOLVED. 5. THE FOLLOWING DESIGN STRESS CRITERIA APPLY: 11, ALL AASHTO III BEAMS SHALL BE FINISHED IN ACCORDANCE WITH CONCRETE ARTICLE 400-15,1. NO BEAMS EXHIBITING CAVITIES, HONEYCOMBING, CHIPS OR SPALLS SHALL BE PERMITTED TO BE SUBSTRUCTURE CLASS II Vc = 3,400 psi SHIPPED TO THE SITE, ANY DAMAGE THAT OCCURS DURING fc = 1,360 psi SHIPPING, UNLOADING, AND ERECTION SHALL BE REPAIRED AS SUPERSTRUCTURE CLASS IV f'c = 6,000 psi STIPULATED IN ARTICLE 400-15.1. DECK fc 2,200 psi PRESTRESSED CLASS IV Vc = 6,000 psi 12. THE CONTRACTOR SHALL PROVIDE FLOATING TURBIDITY BARRIERS 100 AASHTO III BEAMS fci = 5,000 psi FEET UPSTREAM AND 100 FEET DOWNSTREAM IN ACCORDANCE WITH THE ffc = 2,400 psi SPECIFICATIONS AND INDEX 103. fft = - 232 psi PILES CLASS V (SPECIAL) f'c = 6,000 psi 13. ENVIRONMENTAL CLASSIFICATION: fci = 4,000 psi SUBSTRUCTURE = MODERATELY AGGRESSIVE PRESTRESSED STRANDS f's = 270,000 psi SUPERSTRUCTURE = MODERATELY AGGRESSIVE REINFORCING STEEL fy = 60,000 psi ft 24,000 psi fc 20,000 psi PRESTRESSED CONCRETE PILES (18"x18") ABUTMENTS 75 TONS PIERS 90 TONS REINFORCING STEEL: 6. ALL REINFORCING STEEL SHALL BE GRADE 60 CONFORMING TO AASHTO M31. FINAL PLANS INDEX OF SHEETS B1 PLAN AND ELEVATION B2 OUANTITY SHEET B3 HYDRAULIC INFORMATION AND CONSTRUCTION F'HASINQ B4 BORING LOGS AND PILE LAYOUT B5 ABUTMENT No.1 AND No.4 DETAILS B6 ABUTMENT No,2 AND No.3 DETAILS B7 PIER DETAILS B8 SUPERSTRUCTURE DETAILS 89 SUPERSTRUCTURE DETAILS B10 APPROACH SLAB AND RAILING DETAILS B11 REINFORCING DETAILS B12 O 1 REINFORCING DETAILS -L-4­1- RIPRAP DETAIL D.O.T. C.R 512 BASELINE I n - 42'-3" -6" 11 62'1 ' -32 17'-82" I TRAFFIC BARRIER FDOT iND X 700 CE EASTBOUND '-6" 12'-0" 14'-0' 10'-0" 1'-6" 1'-02 6'-6" V-62" SIDEWALK , BICYCLE RAILING BICYCLE RAILING FDOT INDEX 710 FDOT INDEX 720 8" C.I.P. R P.G.L. 0.02' /FT SLAB 0.02' /FT .: 8"0 D.I.P. FORCE MAIN x,• EMIN, EL. 11,80 _ i 3'-32_ ' I 6 AASHTO-111 BEAMS ---- ® 8'-6" = 42'-6" -32 TYPICAL SECTION DRAWN 8Y: VAT DATE: 12-97 PROJECT No. TITLE JENKINS 8c SHEET No. DATE REVISIONS BY: No. DATE DESIGNED BY: RLO DATE: 10-97 �� � � T �� � � �%� O T �{ � � �T � CH ARLAND BOARD OF COUNTY COMMISSIONERS C o R . 512 OVER CHECKED BY: PEC DATE: 11-97 M Jl_JE 9 INC. INCORPORATED FILE N0. 97-BO66 INDIAN RIVER COUNTY FLORIDA 0 CONSULTING ENGINEERS Consulting Engineers DEPT. OF PUBLIC WORKS T K E S E B A s "I A RIVER B 1 HORIZONTAL SCALE: 0 VERTICAL SCALE: 12381 Cleveland Avenue 04 AMERICAN CONSULTING Q N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Suite yens, FL 33907 ENGINEERS COUNCIL 1840 25th STREET VERO BEACH FLORIDA 32960 PLAN & ELEVATION of B12 DATE: FILE No. (941) 939-1414 (941) 278-4289 FAX (407)567-8000 EXT. 245 ESTIMATED BRIDGE QUANTITIES ITEM NO. ITEM UNITS EAST BOUND QUANTITY WEST BOUND TOTAL QUANTITIES .. ABUTMENT No.3 ABUTMENT No.4 PIER No.3 PIER No.4 SUPER — STRUCTURE ABUTMENT No.1 ABUTMENT No.2 PIER No.1 PIER _ No.2 SUPER STRUCTURE ESTIMATED FINAL 102-72 TEMPORARY TRAFFIC BARRIER L,F. 230 110-3 REMOVAL OF EXISTING STRUCTURES L.S. 1 120-6 EMBANKMENT C.Y. 228 110 135 147 620 125-1 EXCAVATION FOR STRUCTURES C.Y. 12 12 14 10 48 360-1 CONCRETE APPROACH SLABS EA. 1 1 1 1 4 400-2-5 CLASS II CONCRETE (SUBSTRUCTURE) C.Y. 35 35 18 18 35 35 18 18 212 400-4-4 CLASS IV CONCRETE (SUPERSTRUCTURE) C.Y. 412 412 824 400-5-3 CONCRETE HANDRAIL (ALUMINUM) L.F. 10 10 242.33 10 10 242.33 524.66 400-7 BRIDGE FLOOR GROOVING S.Y. 952 952 1904 400-129 BEARING PADS (NEOPRENE) EA. 36 36 72 400-148-1 TRAFFIC BARRIER L.F. 10 10 242.33 10 10 242.33 524.66 400-148-3 TRAFFIC BARRIER (BICYCLE) L.F. 242.33 242.33 484.66 415-1-4 REINFORCING STEEL (SUPERSTRUCTURE) L.B. 81,030 81,030 162,060 415-1-5 REINFORCING STEEL (SUBSTRUCTURE) L.B. 2540 2620 1750 1750 2620 2540 1750 1750 17,320 450-1-2 PRESTRESSED BEAMS (AASHTO III) L.F. 1440 1440 2880 455-3-2 PRESTRESSED CONCRETE PILES FURNISHED (18"08") L.F. 490 455 600 600 490 455 600 600 4290 455-4-2 PRESTRESSED CONCRETE PILES DRIVEN (18"x18") L.F. 490 455 600 600 490 455 600 600 4290 455-17-2 PILE SPLICES EA. 1 1 1 1 1 1 1 1 8 455-137 DYNAMIC TEST LOADS EA. 1 1 1 1 1 1 1 1 8 460-2-15 STRUCTURAL STEEL (MISCELLANEOUS) L.B. 1127 1127 2254 547-70-2 FABRIC FORMED CONCRETE RIPRAP S.Y. 276 309 276 309 1170 No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No. JENKINS BOARD OF COUNTY COMMISSIONERS TITLE SHEET DESIGNED BY: RLO DATE: 10-97 MAST ELR & j( � LE R I CH ARLAND FILE N97-6066 C. R. 512 O tl E n 1 CHECKED BY: PEC DATE: 11-97 JJ OOJJ \ / IL 9 6'.E INCORPORATED o. INDIAN RIVER COUNTY FLORIDA u A T �T RIVER HORIZONTAL SCALE: T T T T (�T �j T T Consulting Engineers DEPT. OF P(1BLIC WORKS 1 ' 1 1 �' ` B 2 0 VERTICAL SCALE: CONSULTING jJ 11�I ENGINEERS l� Suite 1204 Cleveland Avenue AMERICAN CONSULTING DATE: FILE No. N. V.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL I84O 25th STREET VERO BEACH, FLORIDA 32980 BRIDGE QUANTITIES SKEET OF B12 (941) 939-1414 (941) 278-4289 FAX ®(407)567-8000 EXT. 245 EXISTING STRUCTURES ASSUMED (REFERENCE) (1) (2) (3) (4) CONFIGURATION FOUNDATION 18x18 PRIEST, PILES 18x18 PREST, PILES OVERALL LENGTH 230 FT. 242 FT, TWIN SPAN LENGTH 5046 FT. 3@80.5 BRIDGES TYPE CONSTRUCTION AASHTO 11 AASHTO III AREA OF OPENING ® N.W. 1530 SQ. FT. 1850 SQ. FT. ROADWAY WIDTH 30 FT, 2@38.5 ELEV, LOW MEMBER 9.56 11.70 HYDRAULIC DESIGN DATA NOTE: THE HYDRAULIC DATA IS SHOWN FOR INFORMATIONAL PURPOSES ONLY TO INDICATE THE FLOOD DISCHARGES AND WATER SURFACE ELEVATIONS WHICH MAY BE ANTICIPATED IN ANY GIVEN YEAR. THIS DATA WAS GENERATED USING HIGHLY VARIABLE FACTORS DETERMINED BY A STUDY OF THE WATERSHED, MANY JUDGEMENTS AND ASSUMPTIONS ARE REQUIRED TO ESTABLISH THESE FACTORS. THE RESULTANT HYDRAULIC DATA IS SENSITIVE TO CHANGES, PARTICULARLY ANTECEDENT CONDITIONS, URBANIZATION, CHANNELIZATION AND LAND USE. USERS OF THIS DATA ARE CAUTIONED AGAINST THE ASSUMPTION OF PRECISION WHICH CANNOT BE ATTAINED. DEFINITIONS: DESIGN FLOOD: THE FLOOD UTILIZED TO ASSURE A DESIRED LEVEL OF HYDRAULIC PERFORMANCE, BASE FLOOD: THE FLOOD HAVING A 1% CHANCE OF BEING EXCEEDED IN ANY YEAR (100 YEAR FREQUENCY). OVERLAPPING FLOOD: THE FLOOD WHICH CAUSES FLOW OVER THE HIGHWAY, OVER A WATERSHED DIVIDE OR THRU EMERGENCY RELIEF STRUCTURES. GREATEST FLOOD: THE MOST SEVERE FLOOD WHICH CAN BE PREDICTED WHERE OVERTOPPING IS NOT PRACTICABLE. WATER SURFACE ELEVATIONS: N.H,W.(NON-TIDAL)____3--__ M.H.W.----___-_M.L,W.----_---- * ❑ OVERTOPPING FLOOD FLOOD DATA: MAX. EVENT OF RECORD DESIGN FLOOD BASE FLOOD )S( GREATEST FLOOD STAGE ELEV. NGVD (FT.) 12.95 9.7 (FEMA) 11.5 ,FEMA) 11.5 (FEMA) DISCHARGE (CFS) 3,500 4,400** 5.400** 5.400** AVERAGE VELOCITY (FPS) EXCEEDANCE PROB> (%) 50 100 100 FREQUENCY (YR.) * = ESTIMATED DATA ** BASED ON ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT STUDY (1996 HYDRAULIC RECOMMENDATIONS 1. BEGIN BRIDGE STATION _-_294+73 _ - END BRIDGE STATION ___.297+15 SKEW ANGLE ___ 15'00_ 2. CHANNEL SECTION: k STATION _ 295+94--- BOTTOM WIDTH _26 FT_---- ELEV. ___3 0 ---- SIDE SLOPE -2-:1 ____ 3, LIMITS OF CHANNEL EXCAVATION: RT. _____NLA----------------- LT, --------- A ----__----_ 4. CLEARANCE: NAVIGATION: HORIZ, 79 FL VERT. _8•7- ABOVE EL. 3•4- DRIFT: HORIZ. ____ VERT> ___- ABOVE EL. 5. SCOUR PREDICTION: MINIMAL 6. SLOPE PROTECTION: RIPRAP (FABRIC FORMED CONCRETE) 7. DECK DRAINAGE: ROADWAY SYSTEM 8, OTHER: REMARKS: NEW BRIDGES PROVIDE 2.1 FEET MORE VERTICAL CLEARANCE AND 12 FEET MORE HORIZONTAL CLEARANCE THAN THE EXISTING BRIDGE WHICH SHOULD IMPROVE FLOW CHARACTERISTICS DURING THE FLOOD STAGES OF THE RIVER. MIN. EL. 11.70 BICYCLE RAILING FDOT INDEX 720 BICYCLE RAILING FDOT INDEX 710 /8 C,I.P. O02' /FT / SLAB 0. WESTBOUND ELEV. 17.1 � 0.02' /FT P.G. EL, 15.93 42'-3" C.R 512 R,O,W. I� 77'_O,t EXISTING BRIDGE PHASE I 1. PLACE TEMPORARY BARRIER ON EXISTING BRIDGE PROVIDING 2-13'-6"t TEMPORARY TRAFFIC LANES. (SOUTH SIDE) 2. REMOVE EXISTING RAIL, CURB, AND ABUTMENT WINGS ON SOUTH SIDE (PROVIDE TEMPORARY SHEET PILE AT ABUTMENT TO SUPPORT EXISTING ROADWAY). C,R 512 R.O,W. 17'-8° EL. 17.24 --L---------------------- ----T �----- �T�----7 r---- . EXISTING BRIDGE PHASE II 1, CONSTRUCT NEW EAST BOUND BRIDGE, 2. SHIFT ALL TRAFFIC TO EAST BOUND BRIDGE. 17'-8-1" EL, 17,21 C.R 512 R.O.W. 17'-82" PHASE III 1. DEMOLISH OLD BRIDGE AND CONSTRUCT NEW WEST BOUND BRIDGE. 2. SHIFT TRAFFIC (WEST BOUND) TO NEW BRIDGE. 42'-3" 42'-3'• .G.L. 0,02' /FT NEW ABUTMENT #4 NEW 18x18 PRESTRESSED PILE .21 EL. 17,24 P.G.L. 0.02' /FT CONSTRUCTION PHASING NEW ABUTMENT #4 NEW 18x18 PRESTRESSED PILE EASTBOUND BICYCLE RAILING FDOT INDEX 720 BICYCLE RAILING FDOT INDEX 710 0.02' /FT SLAB )..0- q EASTBOUND BICYCLE RAILING FDOT INDEX 720 BICYCLE RAILING FDOT INDEX 710 8'SLABP� 0.02' /FT DESIGNEDRAWN D BVAT DATE: Y: RLO DATE: PROJECT No, �{ T �j JENKI S BOARD OF COUNTY COMMISIONERS TITLE C . R . 51� 2 OVERSHEET No. DATE REVISIONS BY: No. DATE A E L� L E R 6...X, 1�1.1L O .L1 E R INC. C. CHECKED BY: PEC DATE: 6..E INCORPORATED FILE No. 97-8066 INDIAN RIVER COUNTY FLORIDA THE �� ASTIA�� ����� O HORIZONTAL SCALE: CONSULTING ENGINEERS j N G I N Ej Ej R S Consulting Engineers DEPT. OF PUBLIC WORKS B 3 L1� 1� J�Ju 12381 Cleveland Avenue AMERICAN CONSULTING HYDRAULIC INFORMATION & Q VERTICAL SCALE: Suite 204 ® 1840 25th STREET VERO BEACH FLORIDA 32960 DATE: FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL ryV 'CONSTRUCTION PHASING of ��(941) 939-1414 (941) 278-4289 FAX (407) 56 -BOOO EAT, 245 4 i 3/ W3.4 SPIRAL TIES i `-20-u"O L.R.S.-AS=0.115 SQ. IN.- @ 20,000# EA. SPACED 4 2e" C 3" (TYP.) SECTION A --A SCALE: i"= V-0" PILE ELEVATION NOTE: MAX. LENGTH-60' SINGLE POINT PICK-UP MAX. LENGTH-90' DOUBLE POINT PICK-UP OVER-90' TRIPLE POINT PICK-UP (SEE PILE PICK-UP DETAILS) V-6" k PILE SECTION B-B SCALE: i"= 1'-0" n n n n II it II II LO it II LI II II II II II it II II II 11 II II II I !I II II II C14 II II ii II I f I I f l I I PRESTRESSED PRECAST BUILD-UP I I I I i l l l ACCORDING TO SPECIFICATIONS. (5-0" MIN. LENGTH OF BUILD-UP) 6-#10 DOWELS 4'-10" LONG FULL EPDXY MORTAR JOINT EPDXY MORTAR TO FILL HOLES W/ DOWELS IN PLACE DRILL HOLES 1 s" O n n n n II fi 11 II II II it II II II 11 II II 11 II II it II II it it II {I it II II II 11 �i �i u._ii_ � GASKET FORM TO /RETAIN MORTAR GASKET B B BEFORE BONDING AFTER BONDING EPDXY BONDED SPLICE DETAIL N.T.S. 3" CHAMFER (TYP) L .333L .667L PICK-UP POINT SINGLE POINT PICK-UP L .21OL .580L .21OL PICK-UP POINT DOUBLE POINT PICK-UP _ L .145L .355E .355L 145E PICK-UP POINT p TRIPLE PICK-UP POINT PILE PICK --UP DETAILS L 21OL .580E .21OL TIE DOWN AND SUPPORT POINTS 2-POINT SUPPORT L .145L .355E .355L .145L TIE DOWN AND SUPPORT POINTS 3-POINT SUPPORT L 107E .262E .262L .262E .107L TIE DOWN AND SUPPORT POINTS 4-POINT SUPPORT SUPPORT DETAILS STORAGE & TRANSPORTATION I' 00911014 iF I DRIVABLE SPLICE MIN. SPLICE LENGTH No.10 DOWEL LENGTH YES NO* 10'-0"* 5'-0"* 7'-5" 4'-10" * FOR SPLICES LESS THAN 5'-0" (NOT DRIVABLE). USE THE REINFORCED PRECAST SPLICE O2 ( r\ �ro ( 4 x� :GIN BRIDGE ABUT, No,1 A 294+84,32 'L5 7 x (O IN ( d' TB1 9 i 1) co Na.3 A 294+61.68 1 11 ,2 RIO 13 A SPIRAL TIES: EACH WRAP OF SPIRALS SHALL BE TIED TO AT LEAST TWO CORNER STRANDS. ONE STORAGE AND TRANSPORTATION: PILES SHALL BE SUPPORTED ON ADEQUATE DUNAGE BOTH IN TURN REQUIRED FOR SPIRAL SPLICES, SPIRALS MAY BE MANUFACTURED FROM PRECASTING YARD AND AT THE JQBSITE AND SHALL BE SUPPORTED AND TIED STOCK MEETING REQUIREMENTS OF ANY GRADE OF REINFORCING STET-L OR HARD DOWN DURING TRANSIT IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: DRAWN STEEL. PILE CUT OFF: PILES REQUIRED TO BE CUT OFF SHALL BE SAWCUT AT THE PILE CUT OFF TYPE PICKUP REQUIRED TYPE STORAGE & TRANSPORTATION BY PILE LENGTH SUPPORT DETAIL ELEVATION SHOWN ON THE CONTRACT PLANS, THE CUT SHALL BE MADE TO THE DEPTH INTO THE PILE NECESSARY TO CLEANLY CUT THROUGH THE PRESTRESSED SINGLE OR DOUBLE 2,3 OR 4 POINT SUPPORT STRAND. TRIPLE 3 OR 4 POINT SUPORT CONCRETE CLASS: CONCRETE FOR ALL PILES SHALL BE CLASS V (SPECIAL). CLASS V (SPECIAL) CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR CLASS V CONCRETE REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE GRADE 60. EXCEPT FOR THE 28 DAY STRENGTH AS NOTED BELOW. CONCRETE STRENGTH: THE CYLINDER STRENGTH SHALL BE 6,000 P.S.I. MIN. AT 28 DAYS AND STRAND NOMENCLATURE: L.R.S. =LOW- RELAXATION STRAND 4,000 P.S.I. MIN. AT TRANSFER OF THE PRESTRESSING FORCE. SEALANT: NO PENETRANT SEALER WILL BE REQUIRED. SPLICED PILES: PILES MAY BE SPLICED IN ACCORDANCE WITH SECTION 455-5.12 OF THE STANDARD SPECIFICATIONS. PRECAST BUILDUPS SHALL BE PRESTRESSED AND REINFORCED ACCORDING TO PILE DETAILS FOR THE "HEAD" SECTION OF THE PILE AUTHORIZED PILE LENGTHS: SHOWN ON THIS SHEET. SPLICED PILES MAY BE DRIVEN AFTER SPLICE IS TWO ABUTMENT No.1 70 FT. ABUTMENT No.3 70 FT. DAYS OLD. PICK-UP POINTS: PILES SHALL BE MARKED AT THE PICK-UP POINTS TO INDICATE PROPER PIER No.1 75 FT. PIER No,3 75 FT. PIER No.2 75 FT. PIER No.3 75 FT. POINTS FOR ATTACHING HANDLING LINES. ABUTMENT No.2 65 FT. ABUTMENT No.4 65 FT. AUTHORIZED LENGTHS MAY BE REVISED BY THE ENGINEER BASED ON PDA RESULTS AND ACTUAL PILE DRIVING DATA. I No, I DATE I REVISIONS I BY: I No. I DATE DRAWN BY: VAT DATE. 12-97 DESIGNED BY: RLO DATE: 10-97 CHECKED BY: PEC DATE: 11-97 HORIZONTAL SCALE: VERTICAL SCALE: DATE: 4 BORING No. STATION: OFFSET: ELEVATION: +15 +10 +5 O -5 -10 z -15 C, -20 z -25 z o -30 w w -35 - 40 -45 -50 -55 -60 -65 -55 4 TB-1 294+60 25 0' RT. + 11.5', NGVD C4- 20 ^� % 75'00' (TYP.) 23 rh / PIER No.3 STA 295+42.59 `i( q �/!1 , r 33 a t PIER No.2 x STA 296+45,73 3� , N d 36 37 38 / TB2 39 40 Q / 41 V ER No.4 ' ! 'A 296+23.09 42 N 44 tl^ 1 45 V, I 30 46 4 ! x ! (a (a / 1 CO - INDICATES BATTERED PILE AND DIRECTION OF 1/12 BATTER. ® - SACRIFICIAL PILE . - INDICATES PILE TO BE USED FOR PDA ANALYSIS. (ADDITIONAL PDA MAY BE AUTHORIZED BY THE ENGINEER) 3) STATIONS AND OFFSETS REFERENCED FROM BORING LOCATIONS BASELINE OF C.R. 512 PILING PLAN TB-2 295+95 8,0' RT. +13.2% NGVD N x TB-3 297+30 2.0' LT. +9.0', NGVD 47 48+ co n END BRIDGE ABUT, io CO STA 297+26.65 - - WEST BOUND 5V50 ' /1 52 lrluo 53 TB3 F.D,O.T. C.R. 512 BASELINE 54 �/ END BRIDGE ABUT. No.4 STA 297+04.01 EAST BOUND 57 N BRIDGE DECK N BROWNISH -GRAY FINE SAND WITH 5 BRO NISH-GRAY FINE SAND AIR = 6 ROOTS (SP) 0 g�97 9 ,. �:,. DARK BROWN FINE SAND WITH ORGANIC 4 d _ 1 S ' 1 r, STAIN (SP) 6-, I:j.i ;. BROWN SILTY FINE SAND WITH TRACE 9-97 WATER OF CLAY (SP-SM) 16 i:',+�' GRAY SILTY FINE SAND WITH TRACE OF -200=3 4 19 E r j d i- • CLAY (SP-SM) g_97 10 ROOTS (WOOD) GRAYISH -BROWN FINE SAND (SP) .'.'i;'.1.' -200-14 10 10 3 GRAYISH -BROWN FINE SAND WITH GRAY FINE SAND, WITH BROKEN SHELL, ,. SILT (SP) 9 TRACE SILT (SP)(SP-SM) r it 6 �' i'' I GRAYISH -BROWN SILTY FINE SAND, p cn r I �',' GRAY SILTY FINE SAND, WITH BROKEN r' Ic' 8 '' WITH BROKEN SHELL (SP-SM) z w 4 �c" 'i GRAY SILTY FINE SAND, WITH BROKEN 6 I. ,{. SHELL (SP-SM) F= w a I i ; { SHELL (SP-SM) � � N �� 8 N �z 2 c�� $ i' i �' ° GRAY SILT TRACE BROKEN SHELL w o0 GRAY SILT (ML) zo �'+.I.F. g w a 7 (ML) a _J [� w 4 -i 7 GRAY SILT AND BROKEN SHELL (ML) Ln d 6 o v 10 U-1 10 o a � � r,1 w C" 20 GRAY SANDY SILT (ML) �f 1 a GRAY SILTY FINE SAND, WITH BROKEN o 16 w 21 i i I; t I SHELL ((SP-SM) 0 UJ V GRAY SLIGHTLY SILTY COARSE SAND, Q a w, z „ (A i i. 'i•' 18 WITH BROKEN SHELL (SP) F � 17 BROKEN SHELL AND GRAY FINE SAND C4 x °? = (SP) �'' 61 LIGHT GRAY CEMENTED SAND AND SILT r'' -(A 00 a 50/2„ GRAY SLIGHTLY SILTY FINE SAND {SP} ao m 20 w dmz 25 26 22 GRAY SLIGHTLY SILTY FINE SAND, WITH ; X w BROKEN SHELL (SP) v~i oa w w - D- 20 GRAY SANDY SILT, WITH BROKEN SHELL (ML) 14 4 r. I,' GRAY SILTY FINE SAND, WITH BROKEN 20 a;i i i SHELL (SP-SM) GRAY SILTY FINE SAND, WITH BROKEN 50 27 4I:`II. 60 SHELL (SP-SM) :''i.r,.i. GRAY SILTY FINE SAND (SP-SM) BORING TERM. @ 75' 31 ' BORING TERM. 75' .' LEGEND STANDARD PENETRATION TEST DATA BORING TERM. ® 75' SPOON INSIDE DIA. 1 3/8 in. ® WATER ROOTS SPOON OUTSIDE DIA. 2 in. ASTM STANDARD DROP SAFETY HAMMER SAND SANDY SILT (ROPE-CATHEAD) AVG. HAMMER DROP 30 in. SILTY SAND SILT AND SHELL HAMMER WEIGHT 140 lbs. ® SILT SHELL AND SAND GRANULAR MATERIALS RELATIVE SPT (SP) SOIL CLASSIFICATION GROUP DENSITY (BLOWS/FOOT) SUNIFIED YMBOL VERY LOOSE LESS THAN 4 ENCOUNTERED GROUNDWATER LEVEL LOOSE 4-10 9-97 WITH DATE OF READING MEDIUM DENSE 10-30 DENSE 30-50 VERY DENSE GREATER THAN 50 -200=3 FINES PASSING No. 200 SIEVE (%) SILTS AND CLAYS STANDARD PENETRATION SPT CONSISTENCY N BLOWS PER FOOT UN ESSESISTANCE OTHERWISEN (BLOWS/FOOT) NOTED VERY SOFT LESS THAN 2 50/1" NUMBER OF BLOWS REQUIRED (50) TO SOFT 2-4 ADVANCE SAMPLING SPOON (1) INCH. FIRM 4-8 PROJECT No, ENGINEERS J E N K I N S 8 INC.NARLAND FILE No. 97-BO66AS EL 9 INCORPORATED CONSULTING Consulting Engineers 12381 Cleveland Avenue Suite 204 AMERJCAN CONSULTING FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL (941) 939-1414 (941) 278-4289 FAX 46 +15 +10 +5 0 -5 -10 -15 z - 20 -25 z z -30 a -35 w - 40 -45 -50 -55 -60 -65 -55 STIFF 8-15 VERY STIFF 15-30 HARD GREATER THAN 30 NOTES: 1) SUBSURFACE VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED AS INDICATED IN SECTION 2-4 OF THE STANDARD SPECIFICATIONS. 2) GEOTECHNICAL INVESTIGATION PREFORMED BY L.J. NODARSE & ASSOC. INC. FEB. 2, 1998 BORINGS TAKEN BY L.J. NODARSE & ASSOCIATES INC. IN SEPTEMBER 1997. BOARD OF COUNTY COMMISSIONERS TITLE C.R. .R. 512 OVER SHEET INDIAN RIVER COUNTY, FLORIDA THE SEBASTIAN RIVER B4 DEPT. OF PUBLIC WORKS 1840 25th STREET VERO BEACH, FLORIDA 32960 BORING LOGS & PILE LAYOUT OF B 12 (407)567-8000 EXT. 245 „ WING No.2 ABUT. No.1 2.1 WING No.7 ABUT, No.4 A B5 1 3x3 FILLET (TYP.) O� BEARING - 7,. FASCIA ABUT. No,1 EL. 17.93 ABUT. No,4 EL. 17.21 ABUT. No.1 EL. 6.92 ABUT, No,4 EL, 6.34 3'-8" 1 Ot BM #6 ABUT. No.1 BM #31 ABUT. No.4 8'-9$" v ABUT, No,4 END BRIDGE STA 297+04.01 42''3,FN. GR, EL, 17.21 @ PGL Z "t0 Ck C.R• 512 c9� o o `a 2 ABUT, No.1 BEGIN BRIDGE STA 294+84.32 FN. GR. EL. 17.83 @ PGL ,a„ $ 75'00' CL BM #5 ABUT, No,1 BM #4 A UT. No.1 BM #3 ABUT. No.1 BM #32 ABUT. No.4 BM #33 ABUT. No,4 BM #34 ABUT, No.4 4'-0;3" 4,_87S,. _ 8,_9$11 25'-4Q" ABUT, No.1 BM #6 EL. 13.06 FNol No.4 BM #31 EL. 12.41 ABUT.L. 17,90 ABUT, No,4 EL. 17.24 4-4A403 r 3-4A404B I L j- ! 1 4A501 (TYP) I i SECTION F B5 No,1 BM #5 EL. 12.88 No.4 BM #32 EL, 12.25 i- 5-4A602B WING No.1 ABUT, No.1 B WING No.8 ABUT, No. 1' -3' B5 3" i EL. 17.21 8-7W407018" t _ LL. Z LL 00 N FASCIA 7W40 E@18" N.F. @ @j BM #2 ABUT. No.1 BM #1 BUT, No,i EL. 14.21 7W501A-G@L' F.F. i BM #35 ABUT, No,4 BM #36 ABUT. No,4 00 NOTES: lb 1, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1"x1", - 8'-95" 3,_84>. 2-7W406 2. BRIDGE SEATS SHALL BE SLOPED TO DRAIN 1/8" /FT EXCEPT UNDER BEARINGS WHERE THEY SHALL BE LEVEL. 26'-08" 3. NO CONCRETE SHALL BE PLACED IN WINGS ABOVE THE ADJACENT CONSTRUCTION JOINT BRIDGE SEAT ELEVATION UNTIL AFTER THE SUPERSTRUCTURE CONCRETE HAS BEEN PLACED AND FINAL FINISH GRADE HAS BEEN ESTABLISHED. F 5 4, CONCRETE SURFACES SHALL BE FINISHED IN STRICT ACCORDANCE WITH ARTICLE 400-15 OF THE SPECIFICATIONS, 5, CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECTION 400-16 AS AMENDED BY THE 1994 SUPPLEMENTAL SPECIFICATIONS. 6. ANCHOR BOLTS SHALL BE CAST IN PLACE REFER TO B9 FOR LOCATION. ABUT. No.1 BM #2 EL. 12.35 7. REINFORCING STEEL SHOWN FOR ABUTMENT No.4 [EL. No.4 BM #35 EL 11.76 ABUT. No.1 BM #4 EL. 12,70 ABUT. No.4 BM #33 EL. 12.08 ABUT, No.1 BM. #1 EL, 12.17 ABUT, No,4 BM# 36 EL, 11.59 ABUT. Not BM #3 EL. 12.53 ABUT, No.1 EL, 17.56 ABUT. No.4 BM #34 EL. 11.92EL 17.59 16.95 C B5 5-4A602AP.) 2'-904A (TYP.) 2-4A502 (TYP.) r `-4A501 1 2,-1„ I (TYP. #5) 4A501 i I I \-5-4A601 I 4A501 ! I /4A501 I I 7-18x18 PRESTRESSED PILES@ 7'-6"=45'-O" 40-4A402 STIRRUPS @ 16" 40-4A401 @ 16" ELEVATION SECTION G 65 2'-6" 2-4A502 i 4A501 I SECTION C �B5 3'-62" AS SHOWN P.) 16" ESTRESSED PILES Li. lL. z L� c� @ Lulu N M �� r t` r` TRAFFIC BARRIER FDOT INDEX 700 EL, 17.24 /-1/2" PREMOLDED / EXPANSION MATERIAL -7W401F D 18' N F F ABUT. No.4 EL, 16,98 ELEVATION A 1 Li z 3W401A-E@18" 00 U BW501A-G@12" a c 3 SECTION E �B5 SECTION D �B5 1407@ 18" EL. 12,41 3'-0" SHELF -SLOPE 0.02'/FT (TYP.) 2 �1 EL. 6.34 (ELEVATIONS SHOWN FOR ABUTMENT No,4) E BICYCLE RAILING FDOT INDEX 720� 85 - - - - - - - - - �^ EL, 16.98 - EL. 16.95 1 /2" PF EXPANSI, 405C EL. 11.54 3'-0" SHELF -SLOPE -E@18" 0.02'/FT (TYP.) 2 1� -G@12" EL, 6.3 (ELEVATIONS SHOWN FOR ABUTMENT No.4) ELEVATION B B5 �T No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12/97 PROJECT No. TITLE SHEET DESIGNED BY; RLO DATE; 10f97 C RRINAND BOARD OF COUNTY COMMISSIONERS C.R. 512 OVER 1 CHECKED BY: PEC DATE: 11/97 MAS"ELLER MOLER 9 INCORPORATED FILE No. 97-B066 INDIAN RIVER COUNTY FLORIDA Q Consulting Engineers r HORIZONTAL SCALE: CONSULTING ENGINEERS DEPT, OF PUBLIC WORKS T H E S E B A S T I A N RIVER B5 0 VERTICAL SCALE: Suite 1204 veland Avenue 11 AMERICAN CONSULTING 1840 25th STREET VERO BEACH FLORIDA 32960 DATE: FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 0401610 ENGINEERS COUNCIL (407)567-8000 EXT. 245 ABUTMENTS I & 4 DETAILS OF B12 0 (941) 939-1414 (941) 278-4289 FAX 0 BED ABUT. No.2 BM # 13 EL, 11.50 ABUT. No.3 BM #24 EL. 12.27 ABUT. No.2 EL. 16.85 ABUT. No,2 EL. 16.88 ABUT. No.3 EL. 17.69 F_ ABUT, No.3 EL, 17.66 1 V'Z1_-3A501 (TYP.) i 5 3A601 2'-104 SECTION F �BIEI ABUT, No.2 BM #15 EL. 11.85 ABUT. No.3 BM #22 EL. 12.60 ABUT. No.2 BM #14 EL, 11.67 ABUT. No.2 BM #16 EL. 12.03 ABUT. No.3 BM #23 EL, 12.43 ABUT. No,3 BM #21 EL. 12.76 � 3-3A404A - B /-3-3A404A I 2-3A502 (TYP.) 3A501 /--3-3A602A F7 2,1-9,. ABUT, No,2 BM #17 EL. 12.20 ABUT. No.3 BM #20 EL. 12.93 ABUT, No.2 BM 18 EL. 12.38 ABUT. No.3 BM # 19 EL. 13.09 ABUT. No.2 EL. 17.18 ABUT, No.2 EL. 17.21 ABUT. No.3 EL. 17.95 ABUT, No.3 EL. 17.92 3-3A403 (TYP.) 3-3A404B 4-3A403 ABUT. No.2 EL, 6.25 / � I ABUT, No.3 EL, 7.02 3A501 1 ® 3A501 I 3A501 5-3A601 I V2-3A502 I 2'-1" ( I 3A501 (TYP. #5) 7-18x18 PRESTRESSED PILES Q 7'-6" = 45'-0" 40-3A402 STIRRUPS @ 16" 40-3A401 @ 16" El EVA TI SECTION rG B6 z z c SECTION C B6 ! AS SHOWN YP.) 9)16" RESTRESSED PILES NOTES: 1. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1"x1". 2, BRIDGE SEATS SHALL BE SLOPED TO DRAIN 1/8" /FT EXCEPT UNDER BEARINGS WHERE THEY SHALL BE LEVEL. 3. NO CONCRETE SHALL BE PLACED IN WINGS ABOVE THE ADJACENT BRIDGE SEAT ELEVATION UNTIL AFTER THE SUPERSTRUCTURE CONCRETE HAS BEEN PLACED AND FINAL FINISH GRADE HAS BEEN ESTABLISHED. 4. CONCRETE SURFACES SHALL BE FINISHED IN STRICT ACCORDANCE WITH ARTICLE 400-15 OF THE SPECIFICATIONS. 5. CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECTION 400-16 AS AMENDED BY THE 1994 SUPPLEMENTAL SPECIFICATIONS, 6. ANCHOR BOLTS SHALL BE CAST IN PLACE. REFER TO B9 FOR LOCATION. 7. REINFORCING STEEL SHOWN FOR ABUTMENT No.3 L z 3W401A-E@18" c c7 c 6W501A-G@12" a d c d 3 cl' SECTION KE �86 L 2'-1" SECTION D B6 �I it TRAFFIC BARRIER FDOT INDEX 700 EL. 17.92 1/2" PREMOLDED EXPANSION MATERIAL -\ EL. 13.09 3'-0" SHELF -SLOPE / 0.02'/FT (TYP.) 3-5W401F 2 _ @18" N.F. EL. 7.02 (ELEVATIONS SHOWN FOR ABUTMENT No.3) EL. 17.69 EL. 14.69 2-6W406J CONSTRUCTION JOINT 10' -0" 10'-0" D 86 8-5W407018" LL: � CO N Q U 5W401A-E94t-' N,F, MEWS ELEVATION B ,, B6 5W501A-G@ 12" F.F. BICYCLE RAILING FDOT INDEX 720 EL, 17.66 1/2" PREMOLDED EXPANSION MATERIAL EL. 12.27 EL, 17,95 EL. 14.95 2-5W406 CONSTRUCTION JOINT 3'-0" SHELF -SLOPE / 0.02'/FT (TYP.) 2 1 EL. 7.02 (ELEVATIONS SHOWN FOR ABUTMENT NO-3) No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No. JENKINS & BOARD OF COUNTY COMMISSIONERS SHEET ��° INC.ITLE OVER DESIGNED BY: RLo DATE: 10-97 MASTELLE Rw �..Jl., MOLETR) ' 1� INCORPORATED FILE No, 97-BO66 C. R. 5 1 2 O V E R CHECKED BY: PEC DATE. 1197 .ML Consulting Engineers INDIAN RIVER COUNTY, FLORIDA HORIZONTAL SCALE: CONSULTING ENGINEERS DEPT, OF PUBLIC WORKS T I i E S E B A s" I A N IVER B Q VERTICAL SCALE: Suite 1204 Cleveland Avenue ILAMERICAN CONSULTING DATE: FILE No. N40 25th STREET VERO BEACH FLORIDA 32960 N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ® ENGINEERS COUNCIL ryV ' ABUTMENTS 8C 3 DETAILS OF B12 (941) 939-1414 (941) 278-4289 FAX (407) 56 t -8000 EAT, 245 BM #6 PIER No.1 BM #5 PIER No,1 BM #4 PIER No,1 BM #3 PIER No.1 CL BM #2 PIER No,1 CL BM #1 PIER No,1 CL BM #24 PIER No.3 BM #23 PIER No,3 BM #22 PIER No.3 BM #21 PIER No.3 iE BM #20 PIER No,3 BM #19 PIER No.3 BM #12 PIER No,2 CL BM #11 PIER No,2 Ct BM #10 PIER No,2 BM #9 PIER No.2 BM #8 PIER No.2 BM #7 PIER No,2 BM #30 PIER No.4 BM #29 PIER No.4 BM #28 PIER No.4 PE BM #27 PIER No.4 BM #26 PIER No.4 BM #25 PIER No.4 0 i \ 1 75°oo' \ \ \ \ \ 1 2 \ 1 1,-9.1 1'-9" P. 1'-9" 75'00' e= BRG. (FIXED) - - - - _ - - - - - BRG, (FIXED) i - - - - - - - - - - - - - - BRG, (FIXED) BRG. (FIXED) 1 \ \ \ \ O100 r r- BM #12 PIER No.1 BM #11 PIER No.1 CL BM #10 PIER No.1 BM #9 PIER No.1 CL BM #8 PIER No.1 CL BM #7 PIER No.1 BM #30 PIER No.3 CL BM #29 PIER No.3 BM #28 PIER No.3 BM #27 PIER No.3 BM #26 PIER No.3 BM #25 PIER No.3 BM #18 PIER No,2 BM #17 PIER No.2 BM #16 RIER No,2 BM #15 PIER No.2 CL BM #14 PIER No,2 BIA #13 PIER No.2 BM #36 PIER No.4 rt BM #35 PIER No.4 CL BM #34 RIER No.4 BM #33 PIER No,4 BM #32 PIER No.4 CL BIA #31 PIER No.4 15 8._95., 8._�5,> 4'_41�„ 4'_ . 8 _95,. 8._95.. 2._215� 2'-2 " 8,_95,. 8'_9j" 4,_4i 4._41Z„ 8>_95„ 8'_gj„ 2,-2�„ 1 8 8 16 416 8 8 i 8 16 1 8 1 24'-3" _ _ 24'-3"--_---- 24'-3" 24'-3" PIER o. 1 2 PLAN PIER 0. 3 6c 4 PLAN 24'-3" 24'-3" 24'-3" 24'-3" PIER No.1 BM #4 & #10 EL. 12.48 I PIER No.1 BM #3 & #9 EL. 12.30 PIER No.3 BM #29 & #35 EL. 12,21 PIER No.3 BM #22 & #28 EL. 12.37 i PIER No.3 BM #21 & #27 EL. 12.53 PIER No,1 BM #5 & #11 EL. 12.65 PIER No.2 BM #10 & #16 EL. 12,25 PIER No.2 BM #9 & #15 EL. 12.07 PIER No,1 BM #2 & #8 EL, 2.12 PIER No.4 BM #28 & #34 EL, 12.14 PIER No.4 BM #27 & #33 EL. 12,31 PIER No.3 BM #20 & #26 EL. 12.70 PIER No,2 BM #11 & #17 EL, 12.42 B PIER No.2 BM #8 & #14 EL. 11.90 PIER No.4 BM #29 & #35 EL. 11,98 B PIER No.4 BM #26 & #32 EL. 12.47 6-DOUBLE 1 P402 8"=3'-4" 6-DOUBLE 1 P402@8°=3'-4° B7 6-DOUBLE 3P402 8"=3'-4" 6-DOUBLE P402@8"=3'-4" B7 6-SINGLE 1P403@12"= '- -S N LE 1P403@12"=4 -0" -SINGLE 1P403@12"= '-0" 12 DOUBLE 1P402@t2"=11'-0" 3" PIER No.1 BM #1 & #7 EL, 11.95 6-SINGLE 3P403@12"=5'- " -- -S N LE 3P403@12"=4 -0" -SINGLE 3P403012"= '-0" 1 DOUBLE 3P402@1 2"=1 1'-0" 3" 12-DOUBLE iP402@12"=1 -0' D PIER No,2 BM #7 & #13 EL. 11.72 3" 12-DOUBLE 3P402@12"=1 '-0" D 3'-6" PIER No,3 BM #19 & #25 EL. 12.86 1'-0' 8" 8" B7 1'-0' 1'-0' 3'-6" PIER No.3 BM #24 & #30 EL. 12.04 1'-0' 1'-0' 8" 8" B7 1'-0' 1'-0' (TYP.) PIER No.4 BM #25 & #31 EL. 12.63 PIER No,1 BM #6 & # 12 EL, 2.83 5-1 P603 C 5-1 P603 (TYP,} A PIER No.4 BM #30 & #36 EL, 11.82 C-�- 5-3P603 PIER No.2 BM #12 & #18 E 12.60 4-1P601 I 2'-9" B7 4-1P601 B7 4-3P601 5-3P603 I 2'-9" - 67 4-3P601 --A - 67 4-1 P602B 2'+1 " 4 1 P602B 3-1 P404 (TYP.} 4-3P6028 2'+1.. _ 4 3P602A 3-3P404 (TYP.) �j 3-1P405 (TYP.) 3-3P405 (TYP,) -� I-- -I F- --I ,I �- -1 f i- -I f _I (r f_ -1 -1 PIER No,3 EL. 8.79 PIER No.1 EL. 8.70 ^ No.2 EL. 8.47 ° L All'. PIER No.4 EL. 8,57 P '�- 9 I 1PIER 2 -3P I 12' 1P50 501 1-1P501 1-1P501 1P501 12 1-3P501 1-3P501 121 1-3P5011 1-3P501 1-3P501 1-3P501 121P501 2_3P502 -3P501 2-1P502 3'-2" 53-1 P401 SPACING AS FOR STIRRUPS I 53-3P401 3 _2 SPACING AS FOR STIRRUPS 2'-1" 8-18x18 PILES ®6'-4"= 44'-4" 2' -1" 2'-1" 8-18x18 PILES ® 6'-4"= 44'-4" 2'-1' PIE'No. 1 2 ELEVATION (REINFORCING STEEL SHOWN FOR PIER No.1) PIER No. E LE V f�T 10 (REINFORCING STEEL SHOWN FOR PIER No.3) 3'-0°' (TYP.) 3-_P405 NOTES 3-_P405 5-P603 5-_P603 5-_P603 5--P603 3-_P404 1. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1 "x1 ", 2. BRIDGE SEATS SHALL BE SLOPED TO DRAIN 1 /8"/FT, EXCEPT UNDER BEARINGS WHERE THEY SHALL BE LEVEL. 3. CONCRETE SURFACES SHALL BE FINISHED IN STRICT ACCORDANCE y„ .! /f.// --,..,rr o ' r, 3-_P404 WITH ARTICLE 400-15 OF THE SPECIFICATIONS. ' f %�fr 4. ANCHOR BOLTS SHALL BE CAST IN PLACE. REFER TO B9 FOR LOCATION. 41 _P402@8" _P402@12 % /�'!f/f/1f/F,r .r / /i%'f/'% rr -P402@ 12" r r �► ; j 5. CONCRETE SHALL BE CURED IN ACCORDANCE WITH SECTION 400-16 AS AMENDED BY THE 1994 SUPLEMENTAL SPECIFICATIONS, _P401 @ 12" _P401 @ 12" r _P5Q1 _P501 _P502 _P502 _P502 _P502 1808 PILE (TYP.) SECTION A SECTION B SECTION C SECTION D : I B7 B7 B7 K No, DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No. J E N K I N S 8C TITLE INC. T �"�i SHEET DESIGNED BY: RLO DATE: 10-97 MOLER, ®I ( CHARLAND F� N . 97-8066 BORD OF COCINTYI��IISSIONERS Uo .�IUVt�1CHECKED BY: PEC DATE: 11-97 ASTELLER V i.l INCORPORATED �E � INDIAN RIVER COUNTY FLORIDA Q HORIZONTAL SCALE: CONSULTING ENGINEERS Consulting Engineers DEPT. OF PUBLIC WORKS T K E SEBASTIAN RIVER B7 12381 Cleveland Avenue 0 DATE: L scALE: Suite 204 ® AMERICAN CONSULTING t840 25th STREET VryERpO BEACH FLORIDA 32960 DATE: FILE No. N, U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL 4Of 5Ot-U000 EAT 24� PIER DETAILS of B12 0 (941) 939-1414 (941) 278-4289 FAX THEORETICAL SCREED ELEVATIONS DISTANCE ALONG BEAMS SPAN NO. 1 BEAM SPAN NO. 2 BEAM SPAN NO. 3 BEAM N0. NO. NO. Q' , 50 55 6Q 65 70 75 78,75' 0' 5 10 15 2Q 25 , 3Q 35 , 40 45 5Q 55 60 65 70 75 78.75' 0' , 5 i Q 15 , 20 25 3Q 35 , 40 45 , 50 55 60 , 65 , 70 75 78.75 (. BRG. 5 1 Q 15 2Q 25 30 35 40 45 BRG. BRG. sRc. eRG, BRG, 16.99 16.98 16.96 16.94 16.91 16,88 16.85 16.82 16.78 16.75 7 16.75 16.75 16.76 16.77 16.77 16.77 16.76 16.76 16.74 16.73 16.70 16,68 16.65 16.62 16,59 16.55 16,52 13 16,52 16.53 16.54 16,54 16.54 16.54 16.54 16.53 16.52 16.50 16.48 16.46 16.43 16.40 16,36 16.32 16.30 1 16.97 16.98 16.99 17.00 17.00 17.00 17.00 17.17 17.17 17.15 17.14 17.11 17.09 17.06 17.03 16.99 16.96 16.93 8 16.92 16.93 16.94 16.94 16.94 17.94 16.94 16.93 16.92 16.90 16,88 16.85 16.83 16.80 16.76 16.73 16.70 14 16.70 16.70 16.71 16.72 16.72 16.72 16,72 16.71 16.70 16.68 16.66 16.63 16.60 16.57 16,54 16.50 16.47 2 17.15 17.16 17.17 17.17 17.18 17.18 17.35 17.34 17.33 17.31 17.29 17.26 17.23 17.20 17.17 17,13 17.10 9 17.10 17.11 17.11 17.12 17.12 17,12 17,12 17.11 17.10 17.08 17.06 17.03 17.00 16.97 16,94 16.90 16.88 15 16.87 16,58 16.89 18,89 16.90 16,90 16.89 16,89 16.87 16,86 16.34 16,81 16.78 16,25 16.71 16.68 16.65 3 17.33 17.34 17.34 17.35 17,35 17.35 17,52 17.51 17,49 17.47 17.44 17.41 17.38 17.35 17,31 17.28 10 17.28 17,28 17,29 17.29 17.30 17.29 17.29 17.28 17.27 17.26 17,23 17.21 17.18 17.15 17,11 17.08 17.05 16 17,05 17,06 17.06 17.07 17.07 17.07 17.07 17.06 17.05 17.03 17,01 16.99 1 &96 16.93 16.89 16,85 16,83 4 17.50 17.51 17.52 17.53 17,53 17.53 17.53 17.70 17.70 17.68 17.67 17.64 17.62 17.59 17,56 17.52 17.49 17,40 11 17.45 17.46 17.47 17.47 17.47 17.47 17.47 17.46 17.45 17.43 17.41 17.38 17.35 17.32 17.29 17,26 17.23 17 17.22 17.23 17.24 17.25 17.25 17.25 17,25 17.24 17.23 17.21 17,19 17.16 17.13 17.10 17.07 17.03 17.00 8 17.68 17.69 17.70 17.70 17.71 17.71 17.88 17.88 17,87 17.86 17,84 17,82 17.79 17,76 17.73 17.70 17.66 17.63 12 17,63 17.64 17.64 17,65 17.65 17.65 17,65 17,64 17,63 17,61 17.59 17156 17.53 17.50 17,47 17.43 17.41 18 17.40 17.41 17.42 17.42 17,43 17.43 17.42 17.42 17.40 17.39 17,36 17,34 17.31 17.28 17,24 17121 17.18 6 17.86 17.87 17.87 17.88 17.8$ 17.91 17.90 17.89 17.87 17.85 17,83 17.80 17,76 17.73 17.69 17.67 25 17.66 17.67 17.67 17.68 17.68 17.68 17.68 17.67 17.66 17,64 17.62 17.59 17.56 17.53 17.50 17.46 17.44 31 17,43 17.44 17.45 17,46 17.46 17.46 17.46 17.45 17.44 17.42 17.40 17.37 17.34 17,31 17.28 17,24 17.21 19 17.89 17.90 17.91 17.91 17.91 17.91 17.75 17.75 17.74 17.73 17.71 17.69 17.66 17.63 17.60 17.57 17.53 17.50 26 17.50 17.50 17.51 17.52 17.52 17.52 17.51 17.51 17.49 17.48 17.45 17,43 17.40 17.37 17,34 17.30 17.27 32 17.27 17.28 17,29 17.29 17.29 17.29 17.29 17,28 17.27 17.26 17.23 17.21 17.18 17,15 17.11 17,07 17.05 20 17.73 17.73 17.74 17.75 17.75 21 17.56 17.57 17.58 17.58 17.59 17.59 17.58 17,58 17.56 17.55 17.52 17.50 17.47 17.44 17.40 17.37 17.34 27 17.33 17.34 17,35 17.35 17.35 17.35 17.35 17,34 17.33 17.31 17.29 17.26 17.24 17.21 17.17 17.14 17.11 33 17.11 17.11 17.12 17.13 17.13 17.13 17,13 17.12 17.11 17,09 17.07 17.04 17.01 16,98 16.95 16,91 16.88 17.42 17.42 17.42 17,41 17.40 17.38 17,36 17.33 17.31 17.27 17.24 17,20 17.18 28 17.17 17.18 17.18 17.19 17.19 17.19 17.19 17.18 17.17 17,15 17.13 17.10 17.07 17.04 17.01 16.97 16.95 34 16,94 16.95 16,96 16.96 16,97 16.97 16.96 16.96 16.95 16,93 16.91 16.88 16.85 16.82 16.78 16,75 16,72 22 17.40 17.41 7.42 17.42 17.26 17.26 17.26 17,25 17.24 17.22 17.20 17.17 17.14 17.11 17.08 17.04 17.01 29 17.01 17,01 17.02 17.03 17.03 17.03 17.02 17.02 17.00 16.99 16,96 16.94 16.91 16.88 16.85 16.81 16.78 35 16.78 16.79 16.80 16.80 16.80 16.80 16.80 16.79 16.78 16.76 16.74 16.72 16.69 16.66 16.62 16.58 16.56 23 17.23 17.24 17.25 17.26 17.09 17.10 17.09 17.09 17.09 17.07 17.06 17.03 17.01 16.98 16.95 16.91 16,88 16.85 30 16.84 16.85 16.86 16.86 16,86 16.86 16.86 16.85 16.84 16.82 16.80 16.79 16,75 16,76 16,68 16.65 16.62 36 16.62 16.62 16.62 16.64 16,64 16.64 16,64 16.63 16.62 16,60 16,58 16.55 16.52 16,49 16.46 16.42 16,37 24 17.07 17,08 17.09 WEST BOUND EAST BOUND �. SCREED NOTES: 42'-3" 42'-3" _ TO (� C.R. 512 TO CL C.R. 512 1. THE CONTRACTOR SHALL TAKE BEAM PROFILES FOR ALL BEAMS AFTER THEY ARE 49' 1" 49'_111 ERECTED AND ALL BRACES ARE IN PLACE. THE PROFILES SHALL YIELD TOP OF 1'-02° 6'-6" '-6" 15'-6" 23'-0" 1'-6 1'-62„ 23'-0" 15'-6" 1'-6" 6'-6" 1'-0 " BEAM ELEVATIONS AT 5 FOOT INTERVALS ALONG THE CENTERLINE OF THE TOP FLANGE BEGINNING AT THE CENTERLINE OF BEARING OF EACH SPAN OF THE BRIDGE. WS502A&B@9" T & B (EXC PT WS601@9'° OVER PIERS) FDOT INDEX 700 ES502A&B@9" T & B (EXCPT ES601@9" OVER PIERS) 2. AS SOON AS THE BEAMS HAVE BEEN ERECTED THE ENGINEER WILL FURNISH COMPUTER FORMS FOR THE CONTRACTOR TO USE TO DETERMINE THE PROPER BICYCLE RAILING a BICYCLE RAILING ELEVATIONS OF THE DECK FORMS, COPIES OF THE COMPLETED FORMS SHALL 2'-6" 2'-6" FDOT INDEX 710 _j >_ FDOT INDEX 710 E 402@18 BE FURNISHED TO THE ENGINEER FOR EVALUATION. WS403@12 WS402@18" WS501 B@6" PGL PGL .. a' ES503@6" 3. THE BEAM PROFILES SHALL BE USED TO DETERMINE WHETHER OR NOT THE PROPER WS501A@6" ES503@6" 4-ES401 -' a DECK THICKNESS CAN BE ATTAINED USING THE SCREED ELEVATIONS SHOWN. 4-WS401 8" C.I.P. WS503@6 U 2'-1" (TYP,) ES501B@6" 1 „ 10 SLAB 0.02' /FT ES40301 2 4. IF AN ADJUSTMENT TO GRADE IS REQUIRED THE ENGINEER WILL FURNISH THE 0.02' FT 0,02 /FT °O N 0 02' FT cv INFORMATION, 8" D.I.P.EQUIRED 12" Q.I.P. WATER MAIN P. FORCEMAIN 1/2" DRIP � S. NO DECK CONCRETE IS TO BE PLACED UNTIL THE ENGINEER HAS REVIEWED ALL BEAD (TYP.)6' - "�,, / BEAM PROFILES, THE ENGINEER WILL OBSERVE AND ADVISE AS TO THE PROPER 6" ES501A@6' �, ES401018" PLACEMENT OF THE FORMS, " , WS401 @ 18 E THICKNESS OF THE CONCRETE HAUNCH AT E M LLB VARIED T 6 THE UN THE BEAMS SHALL E A 0 ` INSURE THAT THE PROPER SLAB THICKNESS IS MAINTAINED AND THAT THE DECK SURFACE CONFORMS TO DESIGN ELEVATIONS. WS504 6"x6"x3" HIGH JACKING SLOTS TYP. ALL SEAMS) 17-WS404@1'-6" (PIER DIAPHRAGMSLOTS 6"x1'-8 1/4"x3" HIGH) 17-ES404@1'-6° ESa04 7, THE CONTRACTOR SHALL OPERATE THE SCREED MACHINE OVER THE FULL LENGTH OF THE PORTION OF DECK TO BE PLACED PRIOR TO PLACEMENT OF ANY CONCRETE. 3'-32" „ 3-3,) `2 3'-31" 3'-31" THIS TEST RUN SHALL BE MADE WITH THE SCREED ADJUSTED TO ITS FINISHING 6 AASHTO-IN BEAMS @ 8 -6 = 42 -6 2 2 6 AASHTO-III BEAMS @ 8 -6 = 42 -6" 2 POSITION. DURING THE TEST RUN, SCREED RAILS SHALL BE CHECKED FOR DEFLECTION AT ABUTMENT CURTAIN WALL AT MID -SPAN AT MID -SPAN AT ABUTMENT CURTAIN WALL AND PROPER ADJUSTMENT, THE COVER ON THE SLAB REINFORCING AND THE (PIER DIAPHRAGM SIMILAR) (PIER DIAPHRAGM SIMILAR) CONTROLLING DIMENSIONS FOR THE SLAB FORMS AND REIN FORCEMEN TSHALL BE CHECKED BY THE ENGINEER. NO CONCRETE SHALL BE PLACED UNTILTHIS TEST RUN ��/ [" '(' (�'( YV C S I BOUND S E C T I O N EAST BOUND S E l✓ I I ®N HAS BEEN MADE AND ALL NECESSARY ADJUSTMENTS HAVE BEEN MADE. NQTES: SLAB THE FOLLOWING SHALL BE ADHERED TO FOR PLACEMENT OF THE CONCRETE DECK: A, THE CONTRACTOR SHALL ADJUST THE SET -TIME OF THE CONCRETE MIX WITH RETARDENTS AS NECESSARY TO ASSURE COMPLETE PLACEMENT OF ALL DECK CONCRETE BETWEEN CONSTRUCTION JOINTS BEFORE INITIAL SET BEGINS IN THE PLASTIC CONCRETE, B. NO UNITS SHALL BE PLACED ADJACENT TO A PREVIOUSLY PLACED UNIT THAT IS NOT A MINIMUM OF 72 HOURS OLD. ALL SLAB CONCRETE SHALL BE GIVEN A CONTINUOUS COVERED WET CURE FOR A MINIMUM OF SEVEN DAYS, IN ACCORDANCE WITH SECTION 400-16 C. AFTER PLACEMENT OF THE FIRST UNIT, SUCCEEDING PLACEMENTS SHALL BEGIN PIER No.2 AT THE END AWAY FROM AND PROCEED TOWARD THE PREVIOUSLY PLACED UNIT, 1„ PIER No.1 1„ 2'- 102 2'- 1 18 - PIPE SUPPORT BRACKETS @ 13'-11" = 236'-7" 12 D. UNITS WITH IDENTICAL LABELS MAY BE PLACED INDIVIDUALLY OR SIMULTANEOUSLY. E. CURTAIN WALL CONCRETE SHALL BE PLACED INTEGRALLY WITH SLAB CONCRETE 2' 7" 2' 7" 2' 7" 2' 7" PLACEMENT (1) AND PIER DIAPHRAGM CONCRETE SHALL BE PLACED INTEGRALLY 2'-1" TYP) WITH SLAB CONCRETE PLACEMENT (2). IF THE CONTRACTOR ELECTS TO PLACE THE CURTAIN WALLS, AND PIER DIAPHRAGMS SEPARATELY, CONSTRUCTION JOINTS SHALL BE LOCATED AT THE BOTTOM OF THE DECK SLAB._____________B1 ________-_--___ -------------------------- ---------- -- ----------------------------------------------------------------------------------- - -�-- ----------------------------------------------------------------------------- - ' -----------------------------'------'------------------------------- -- --------- B7 B13 F, IT IS THE CONTRACTORS RESPONSIBILITY TO ADEQUATELY SUPPORT THE BEAMS WS503@6" TOPWS501A@6" OTT. WS503@6" TOP WS501A@6" OTT. WS5p1A@6" BOTT, WS503@6" TOP - _,_ PRIOR TO AND DURING PLACEMENT OF THE CONCRETE DECK. 7-WS504 IN CURTAIN WALL 82------B8----------------- - -------------------------------- ------------------------------------- $�AM NOTES:--------^------------------------------------------------- ----------------------------_,.�------------------------------------------------------------------ -------- 7-WS504 MORTAR LEAKAGE: ANY MORTAR LEAKAGE THAT OCCURS AND STAINS RESULTING � o 46 BEGIN BRIDGE ABUT. No.1 46 m FROM LEAKAGE SHALL BE REMOVED SO THAT BEAMS HAVE A UNIFORM APPEARANCE. B3 .. - .. B9 ~ 615 STA294+84.32 --- ------------------------------------------------------------------------ ---- --- - --------------------------- m-------------------------------- ---------------------- - ------------------- FINISH: ----------------------- L------------------------------ _------------------------------------ - -- ---- THE TOP SURFACE OF THE BEAM SHALL BE ROUGH FLOATED AND THEN FN, GR. EL.17.83 @ PGL-'-""-------"'� @{ @ rn SCRUBBED TRANSVERSELY WITH A COARSE WIRE BRUSH TO REMOVE ALL LAITANCE '- _ I' _I - e- ~-_ © _r BEAMS SHALL RECEIVE %WEST BOUND AND TO PRODUCE ROUGHENED SURFACE FOR BONDING. ALL B10----- B16 ACLASS 3 SURFACE FINISH. - ---- -- ----- 84-------------@�--------------- ----------------- ----------- ----i---------------- @-----------------N-- ------ �' ------------------------------------ ------ -----------------------N - -- END BRIDGE ABUT. No.2 7-WS504 ----- ------------------------------(--------------------------------------- ----- , -� PIER No. 1---------------------��,-------------------------------------- ----- - - - PIER No.2------------------__-_-------------------------------- -----STA 297+26,65 SHOP DRAWINGS: SHOP DRAWINGS FOR PRESTRESSED BEAMS SHALL SHOW A 0 STA 295 65.23 STA 296+45.73 FN. GR. EL.17,14 @ PGL COMPLETE DETENSIONING SCHEDULE SUCH AS TO MINIMIZE TENSION IN THE LO CONCRETE DURING RELEASE OF THE STRANDS. DETAILED CONCRETE STRESSES FN, GR. EL.17.60 @ PGL 3 FN, GR. EL.17.37 @ PGL 1---------- B17 DURINGEACH OPERATION OF DETENSiONING SHALL BE SUBMITTED WITH THE SHOP ------- -- -------------BB------------ --------------------------------------- --------------------------------------------------------------- ------ - ------------------------- -------------------------------------------------- - 7-WS504 DRAWINGS. SHOP DRAWINGS SHALL SHOW COMPLETE DETAILS OF THE a ------- -- ----- --- ---------------------------------------------------------- --- ,------- ------------------------------------------------------------------------ ,-------- ----------------------------------------------------------------------- - PRESTRESSED BEAMS INCLUDING ALL REINFORCING STEEL. rri CUT TO FIT 5503@ WS50306" TOP WS501 BID OTT. WS503@6" TOP WS501 B@6" BOTT, WS501 B@6" BOTT. WS503@6" TOP (CUT-OFFS USED 6" TOP FORMS AND PALLETS: ALL BEAMS SHALL BE CAST ON CONCRETE BASED PALLETS AT ABUT. No.2) _____________ 86_____________ _ B1 2 ______ _ B18 ___________ ______________ --------- - ------------------------------------------ ------------------------------------------------------- ------------ ---------------------------------------------- AND IN METAL FORMS. -------------------------------------------------------------------------------------- BEARING PIER No,1 PIER No.2 BEARING --------------------------------- -- ----- -- ----- (WS501A&B@6 BOTT,--------- --------- - - -------------- , --------------------------------------------------- � � 0111111111111 - - HANDLING: IN THE HANDLING OF BEAMS, THEY MUST BE MAINTAINED IN AN CUT & USED SIMILARLY) 79'-7� 80'-6" 79 -72' /L/ UPRIGHT POSITION AT ALL TIMES AND MUST BE PICKED UP FROM POINTS 4-WS504's IN PIER DIAPHRAGM (TYP.) �� LOCATED A MAXIMUM DISTANCE OF 3 FEET FROM THE ENDS OF THE REAMS. WEST BOUND FRAMING AND D C K REINFORCING PLANO 1 1 6/-D"' �22'-0" � 16 / 63'-7" .( 36'-6" /22'-0" /01 63'-7" STORAGE & TRANSPORTATION: BEAMS SHALL BE STORED ON ADEQUATE DUNNAGE AND SUPPORTED DURING TRANSIT WITHIN 18" FROM ENDS OF BEAMS. " 8'-0" 8'-O" 7'-0" NORTH BASELINE REINFORCING STEEL: ALL REINFORCING STEEL SHALL BE GRADE 60. ALL STRANDS AND LONGITUDINAL REINFORCING STEEL SHALL EXTEND 2-1/2 INCHES FROM THE 2'-1" (TYP,) 2' 7" 2' 7" 2' 7" 2' 7" 10 3 (2 3 1 ENDS OF THE BEAMS. _ -- ------ -- -----.-----. - ---•------__ _- 7-ES504 IN CURTAIN WALL - - MISCELLANEOUS: BEARING PLATES, ANCHOR BOLTS, NUTS AND WASHERS SHALL BEHOT DIP GALVANIZED IN ACCORDANCE WITH REQUIREMENTS OF ASTM--------------------------------------------------------------------------------- - �------------------------------------------------------------------------------------------------------------------------------------------------- ----------- 1 g B25 B31 SPECIFICATION A123, BEARING PLATES SHALL CONFORM TO ASTM ES503@6" TOP ES501 A@6" OTT. ES50306" T P ES501 A@6" OTT. ES501 A@6" OTT. ES50306" TOP SPECIFICATION A36. ANCHOR BOLTS MAY BE A36 OR A307. THE COST OF I BEARING PLATES, ANCHOR BOLTS, NUTS, WASHERS, SHALL BE INCLUDED IN THE � B20___--_- B26_____ 632------------------------------------- _- - _______ __________ _-_-__-___ CONTRACT UNIT PRICES FOR PRESTRESSED BEAMS. ------------------------------------------------------------------ ---------------------------------------------------- ------------------ ____-.-...___________________.._._-_ _______-__-.-_-___-_ ____..._______-_______-______---_ _--_____ --------------------------- L------- ___________--___----_-_________.__-_--__------____ _ _______ - 7-ES504 -� PIER No,4 THE OPTION OF SUPPLYING GIRDERS WITH DIFFERENT n �. m IER No,3 a- m 0 PLAN WESTBOUND (EASTBOUND SIMILAR) THE CONTRACTOR HAS STRAND PATTERNS THAN ARE DETAILED ON THE PLANS. IF THE CONTRACTOR a 48 STA 295+42.59 a- �i STA 296+23.09 B27~FN_ EL 18 4_ PGLB33y- CHOOSES THIS OPTION HE SHALL SUBMIT COMPLETE COMPUTATIONS SIGNED AND __ _ ___________________ B2�_____`- _____________� _ _@ ----------- -------= --------------------------- ' - -FN. GR. EL.18.66 @PGL -------------------- ------ ----'-------- - - SLAB POUR SEQUENCE SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, ____________________-m- _ __________________� _______ ___J� _ ___=o�______ F� -------------=' @ ------ --- ------------------------------------------ @ ------------------------------------------------------------F- ---- -- ---- IN ADDITION, THE DESIGN SHALL MEET THE FOLLOWING REQUIREMENTS: -- - ---- f EAST BOUND NOTES: - F G A. THE STRANDS MEET ALL THE REQUIREMENTS OF ASTM A416 FOR N 0y � rn rn B28----------------------------------------------- 34--------�---------`-V --- BEGIN BRIDGE ABUT. No.3---------B22----------------------------"' ----- ---� ----------------- THE GRADE OF STRANDS PROPOSED. ----- - ---- ---- -----@ --------- - ar----- - --- - C6l------------------------------------ - -- END BRIDGE ABUT. No.4 1. REFER TO TYPICAL SECTIONS (SH. B9) FOR STA 294+61.68 ----- ------------------------------°�--------------------------------------- --------------------------------------�--------------------------------------- ------------------------------------------------------------�---------------------- N N STA 297+04.01 B. THE ALLOWABLE DESIGN STRESSES AS STATED ON THESE PLANS FN. GR. EL,17,89 @ PGL 0 0 0 CURTAIN WALL, AND PIER DIAPHRAGM REINFORCING STEEL. FN. GR. EL. 17.21 @ PGL ARE NOT EXCEEDED, 0 . B23 W_'''_ B29 B35 w_ 2. SLABBACURTAIN WALL AT ABUTMENTS EXTENDS FROM ___----_________----_ _______ --- --__ -__ , --_ ____________ _-____-_ ___----_-__________ ______- __------------ _ THE ULTIMATE STRENGTH OF THE REVISED GIRDER SHALL BE AT 7-ES504 _______ __ ___________________ --__ -________-_-_-__-__ _____-_____-_--___- ___ ___-____-__-_-----___---_-_- _--_-_ _ C. 7-ES5D4 FASCIA TO FASCIA ___ _______ ___ ------- ---------------------------------------------------------------------------- ----------------------------------------------------------------------------- - LEAST EQUAL TO THE ULTIMATE STRENGTH LISTED BELOW. --------------------"-----"----- --------------------------- - CUT TO FIT ES503@ ES501 6@6" OTT. ES503@6" TOP ES501 B@6" BOTT. ES501 B@6" OTT. ES503@6" TOP ES503@6" TOP (CUT-OFFS USED 6" TOP 3. SLAB DIAPHRAGM AT PIERS SHALL BE FLUSH WITH THE DESIGN MOMENTS AND SHEARS FOR THE AASHTO III GIRDERS (CONTINUOUS FOR OUTSIDE FACES OF EXTERIOR AASHTO III BEAMS, B3Q___-- LLI + SDL). AT ABUT. No.2) _ ____________________B24____-----B36_-___----------____-- , ----__---------------------------------- --------- -------------------------------------------- ---------------------------------------------------------------------------------------------- (ES501A&B©6 BOTT.--------- ---------------------------------------------------------------------- - ------------- - -- 4. FOR AASHTO III DETAILS SEE SHEET B9, MSDLMDL (BEAM & SLAB) 1124 K-FT CUT &USED SIMILARLY (SIDEWALK TRAFFIC RAIL, 227 K-FT ) 5. TOOLED CONTROL JOINTS 1 /2" DEEP SHALL BE PLACED FUTURE 4-ES504's IN PIER DIAPHRAGM (TYP.) FUTURE PVT) PIER No.3 PIER No.4 2' 102" IN MEDIAN, SIDEWALKS. 1 CURBS TEAESI 9871 �„ /3 PTS. OFND VDLMLLI (TOTAL) Kips 2' 10-18 - PIPE SUPPORT BRACKETS @ 13'-11" = 236'-7" BRIDGE, OF PIERS & AN. TRAFFIC BARRIERS " VLU 63 Kips TO HAVE SAME JOINTS AT 1 /3 PTS. OF SPANS AND 1 OPEN JOINT MULT = 4441 K-FT AT PIERS & ABUTMENTS AS SHOWN ON B10, EAST BOUND FRAMING AND DECK REINFORCING PLAN No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12`97 PROJECT No. JENKINS & BOARD OF COUNTY COMMISSIONERS TITLE Co 512 OVER SHEET DESIGNED BY: RLO DATE: 10 97 T { T LE_j-JR9 INC. TTNGENGINEERS CONSULTING CHARLAND INCORPORATED FILE No. 97-BO66 Consulting Engineers utCleveland Avenue So204 INDIAN RIVER COUNTY FLORIDA DEPT. OF PUBLIC WORKS , T H E S E B A S T T A RIVER B 8 CHECKED BY: PEC DATE: 11-97 0 HORIZONTAL SCALE: VERTICAL SCALE: Q N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA AMERICAN CONSULTING Fort Myers, FL 33907 �� COUNCIL 1840 25th STREET VERO BEACH, FLORIDA 32960 SUPERSTRUCTU'RIE DETAILS OF B12 DATE: FILE NO. ENGINEERS (941) 939-1414 (941) 278-4289 FAX (407)567 8000 EXT. 245 Q I BARS L B, 1 ' —4" TYPICAL SECTION AT BEAM END (STRANDS OMITTED FOR CLARITY) 7" BEAM HAUNCH DETAIL REINFORCING DETAIL AT END OF BEAM AASHTO I11 BEAM 12-#3@6" 28-1 /20 270K-LL-LO RELAX _STRA_NDS DESIGN REACTIONS D.L. = 75 KIPS L,L. = 40 KIPS TOTAL = 115 KIPS BEARING NOTES: 1. THE 50 DUROMETER STEEL PLATE REINFORCED NEOPRENE BEARING PADS SHALL BE CONFIGURED SUCH THAT THE ALLOWABLE STRESS IS IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS, 2, AN ALTERNATE CONFIGURATION CAN BE FURNISHED BY THE CONTRACTOR. ANY ALTERNATE SHALL BE ADEQUATE FOR THE DESIGN LOADS AND ALLOWABLE STRESS AS GIVEN AND SHALL COMPLY WITH THE SPECIFICATIONS, 3. IF AN ALTERNATE IS APPROVED BY THE ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING CONCRETE BEARING PAD ELEVATIONS TO COMPENSATE FOR ANY DIFFERENCE IN THE BEARING PAD THICKNESS, 4. ANCHOR BOLTS SHALL BE CAST IN PLACE AND SHALL BE POSITIONED TO BE CENTERED IN THE EXPANSION SLOTS ON EACH SIDE OF THE BEAMS AT 70'F, THE BOTTOM FLANGES OF THE BEAMS WILL ELONGATE 1 /8" WHEN THE DECK IS PLACED. FOR EACH 20'F RISE IN TEMPERATURE THE BEAMS WILL ELONGATE 1/16". 5. PROVISION FOR JACKING OF THE SUPERSTRUCTURE FOR FUTURE REPLACEMENT OF THE BEARINGS HAS BEEN PROVIDED FOR IN THE PLANS. THIS JACKING WILL BE ACCOMPLISHED WITH HYDRAULIC PANCAKE JACKS AT THE JACKING SLOTS IN THE CURTAAN WALLS AND PIER DIAPHRAGMS. JACKING EQUIPMENT IS NOT PART OF THIS PROJECT. THE JACKING FORCE REQUIRED PER BEARING DEVICE IS SHOWN ABOVE UNDER "DESIGN REACTIONS". STRAND PATTERN NOTE: STIRRUPS SHALL BE PLACED AND TIED TO THE TOP OF THE FULLY BONDED PRESTRESSING STRANDS IN THE BOTTOM ROW. SHIELD STRANDS 15' AT ENDS OF BEAM (STRANDS 3 & 7) O SHIELD STRANDS 10' AT ENDS OF BE�MBEARING (STRANDS 13 & 15) SECTION LA B9 BOX OUT BOLT (TYPICAL FOR BOLTS WITHIN DIAPHRAGMS) SECTION rB B9 PEDESTAL 3'-0"x3'-6" 75'00' JACKING SLOT (6 x6 x3 , 04 m a>> PIER — I co. o � � CKING SLOT (6"x3")6" 5.04' 1,-g" (TYP.) V BEAM END DETAILS AT PIER REINFORCING STEEL DETENSIONING SEQUENCE 1. 6,7 MARK SIZE No. REQ'D. LENGTH (1) A #5 6 26'-11" D #3 24 4'-11" K #4 115 5'-2" L #4 18 4'-8" Z #4 32 1 4'-9" 2. 28,29 3. 27,30 4. 26,31 5. 25,32 6. 18,19 7. 17,20 8. 16.21 9. 15,22 10. 14,23 11, 13,24 12. 5,8 13, 4,9 14. 3,10 15. 2,11 16, 1,12 I K 4+_O1„ I 3'-101 r� 2 0 3'-4" L Z BENT BARS K I No. I DATE I REVISIONS I BY: I No. I DATE 0 DRAWN BY: VAT DATE: 12-97 PROJECT No, DESIGNED BY: RLO DATE: 10-97 CHECKED BY: PEC DATE: 11-97 HORIZONTAL SCALE: VERTICAL SCALE: DATE: FILE No. SHEAR CONNECTOR SPACING (K BARS) 4�" 3" a HAND TIGHTEN NUTS ONLY-\ AND SPOT WELD OR MAR THREADS TO PREVENT REMOVAL OF NUTS. 1 /2" PREMOLDED EXP, MATERIAL I � I I� 1 7/16'00' SLOT AT COMPOSITE I ABUTMENTS, 1 7/16"0 BRG. PAD 3„ HOLE AT PIERS. COMPOSITE _ BRG. PAD (SEE DETAILS THIS SH.) 1"0x1'-3" A,B. GALV. + I + Qo IN ACCORDANCE W/ AASHTO M 1 1 1 -871 (THREAD 3") BEAM BEARING PLATE DETAIL 5/8"OW' WELDED 1'-1" 1'-1" BASE i'E 1j2"x8"x2'-8" (GALV.) STUDS (4 PLACES) PLATES & SECTION rc BEAMSR 1 /2"x8"x 1'-8" (GALV.) B9 SECTIONK�D 89 0.1. PIPE (SEE TYP. SECT. FOR SIZE) PIPE 4 ADJUSTABLE SOCKETS S.S. 2 ROLL AXLES S,S, 2 INSULATING PIPE ROLLERS 2 7/8"o THREADED RODS S.S. 8 HEX NUTS S,S, S.S. = AISI 316L S,S, TACK WELD THREADS TO PREVENT REMOVAL (TYP.) 1 /4 TYP.. AISI 316L S.S. FABRICATED BEAM 2'-3" LONG FOR 12'0 D.I, AND �4) 5/8"0 AISI 316E S.S. BOLTS 2'-0" LONG FOR 8"0 D.I. E MINIMUM EMBEDMENT OF 6") PROVIDE B9 INSULATING BUSHINGS AND WASHERS TO PROVIDE 1/8" NON-CONDUCTIVE PAD INSULATE THE BOLTS FROM THE PLATE. BETWEEN PLATE AND CONCRETE. PIPE SUPPORT DETAIL NOTE: PIPE SUPPORT BRACKETS AND ROLLER ASSEMBLIES TO BE PAID UNDER ITEM 460-2-15 STRUCTURAL STEEL (MISC.) (4)GALV. CAPS FOR 3 4" 0x 1 1 /4" MACH. SCREW (16 GA. MIN,) TACK WELD TO TOP OF PLATE 1 , DETAILS . . ; 5 SPCS,@ 3"=1'-3" I o i� I I " BRG, 21 SPCS,@ 6"=10' -6" "4 HOLES (TYP. EA. END) 2' - 6" 41,. (4)3/4" 0x1 1 /4" FLAT 22 HEAD ELECTRO PLATED MACHINE SCREWS 1 FL 3" GRADE 5 4� 3/16" STEEL 3/32" STEEL PLATE PLATE £ 6 ­10o <-Id CY 1 w 7" 1 /4" ALL AROUND COMPOSITE PAD DETAILS 29 SPCS.@ 1 1 "=26'-7" AASHTO III BEAM 6 1/2" 1 1/4" HOLES FOR 5/8" 0 BOLTS & INSULATING BUSHINGS FE 4„x 3/8" FL, 5% 3/8" 5/ 16 FL 6 1 /2"x 5/8% 11 " R 4% 3/8" NOTE: ALL MATERIAL SHALL BE AISI 316L S,S. B SECTION E 4" NO GROOVE SCALE: 1 1 /2"= 1'-0" �B9 . EA. END BEGIN OR END BRIDGE BEARING 2%2" CHAMFER 1'-3" I CURTAIN WALL (EXTEND TO .EACH FASCIA) A.C. PAVEMENT 8" 7" (SEE ROADWAY PLANS 2%2" CHAMFER-S502B@9" T&B FOR DETAILS) 1 /2" VERT. S503@6" TOP _S501A,6@6" BOTTOM In 00 Ft 1--/2"x1 /2" SILICONE SEALANT f f `I f r f FILLET < �S801018" m iy 1 0 f IL 0.02'/FT. � ;:;. f/� ;, -- S404@18" (ROTATE AS to F '!' REQUIRED TO CLEAR x — — — — — — — — o BEARING BOX OUTS) rn I 5--S504 II // 1 /2" PREMOLDED EXP. MAT. rn> " 00 2-LAYERS 55# ASPH. FELT- 2" x2" CHAMFER Uj ! > o,t f` AASHTO-III a 2--S504 -S505@ 12" NOTE: THE FABRICATOR SHALL MAKE ALLOWANCE FOR SHRINKAGE, ELASTIC SHORTENING AND CAMBER TO INSURE THAT THE TYPICAL BEAM ELEVATION BEAMS ERECTED MEASURE 80'-0" IN LENGTH. AR�ANo BOARD OF COUNTY COMMISSIONERS MA.S T E LLE R & M O LE �' ,INC. INCORPORATED FILE NO. 9�—eoss INDIAN RIVER COUNTY, FLORIDA CONSULTING ENGINEERS Consulting Engineers DEPT. OF PUBLIC WORKS 12381 Cleveland Avenue AMERICAN CONSULTING Suite 204 1840 25th STREET VERO BEACH, FLORIDA 32960 N. U.S. HIGHWAY 1, SUITE B2 — SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL (407)567-8000 EXT. 245 (941) 939-1414 (941) 278-4289 FAX CURTAIN WALL DETAIL PIER CL BRG.i1FIXED) TATE AS REQ'D, SOXOUTS) PIER DIAPHRAGM DETAIL SYMMETRY TITLE SHEET THE SEBASTIAN RIOTER B 9 SUPERSTRUCTURE IJETAILS OF B12 3'-9" 3'-5'" 2'-10' BEGIN OR END BRIDGE O � I PLAN OF WING POST A.C. PVT SEE ROAI BENCH MARKS RECORDING THE N.G.V,D. ELEVATION SHALL BE PLACED ON TOP OF THE NORTHWEST END OF THE RAILING AT ABUTMENT NO.1 AND THE SOUTHEAST END OF THE RAILING AT ABUTMENT NO.4. BENCH MARKS TO BE FURNISHED BY INDIAN RIVER COUNTY. AND INSTALLED BY THE CONTRACTOR. COST IS SUBSIDIARY TO TRAFFIC BARRIER, BEGIN OR END BRIDGE PROVIDE EXP.JOINT r---T--� Cs� EA, ABUTMENT I I I i--- — ——- LIMIT OF TRAFFIC RAILING F o L D SEAL JOINT WITH ZB10 SILICONE JOINT SEALER NOTE: (COST SUBSIDIARY TO BRIDGE NUMBER AND DATE TO TRAFFIC BARRIER) TYP BE INSTALLED AS PER INDEX 700, BRIDGE NUMBER WILL BE FURNISHED NOTE: BY INDIAN RIVER COUNTY. SEE ROADWAY PLANS, FOR GUARD RAIL, ALUMINUM RAILING REQUIRED ADJACENT ELEVATION OF WING TRAFFIC BARRIER TO THE BRIDGE, (INDEX 700 AND 400) TRAFFIC BARRIER RAIL NOTES REINFORCING: All vertical reinforcing steel in traffic railing shall be No. 5 bars spaced at 8"o.c. and all longitudinal reinforcing steel shall be No. 4 bars. At oil open joints all reinforcing shall have 2" min. cover. At all construction joints No. 4 bars may be continuous or spliced. All splices in No, 4 bars shall be 1'-4" min. No, 5 bars may be rotated to provide min. cover. FDOT INDEX cl� #4@ 18" J U N r a%fJi r ,:, �6 o= #5@ 12" z \#706" 0.02'/FT SECTION rB 10 FDOT INDEX 720 IOT INDEX 710 -#4 #4@12" N 1/2" DRIP BEAD -�_J 4, -TYPICAL SIDEWALK PARAPET SECTION BASE COURSE OVER APPROACH SLAB SHALL BE COMPACTED TO 100% DENSITY IN ACCORDANCE WITH SECTION 120. 12" MINIMUM SUBBASE SHALL BE COMPACTED TO 100% DENSITY IN ACCORDANCE WITH SECTION 120 #8@18" SECTION A 10 I REFER TO SHEET B9 FOR CURTAIN WALL & BRACKET DETAILS. e :).3 .a■V [0 21000pJawlin NOTE: REINFORCING STEEL IS NOT DETAILED. PAYMENT IS INCLUDED IN LUMP SUM FOR APPROACH SLABS. 1► M136 >.4 No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No, TITLE SHEET DESIGNED BY: RLD DATE: 10-97 T (� T + CHARLAND BOARD OF COUNTY COI�ESIONERS C . 51 AVER CHECKED BY: PEC DATE: 11-97 MAS T E LLE R & M l..J LE R 9 INC. INCORPORATED FILE N0. 97-BO66 INDIAN RIVER COUNTY, FLORIDA CONSULTING ENGINEER � JE Consulting Engineers HORIZONTAL SCALE: DEPT. OF PUBLIC WORKS THE S E B A S T I A N RIVER �� o 0 VERTICAL SCALE: 12381 Cleveland Avenue AMERICAN CONSULTING 1840 25th STREET VERO BEACH, FLORIDA 32960 DATE: FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort o Myers, FL 33907 oil ENGINEERS COUNCIL APPROACH SLABS AND RAILING DETAILS OF B12 Q (941) 939-1414 (941) 278-4289 FAX (407).567-8000 EXT. 245 REINFORCING STEEL SCHEDULE NUMBER TOTALLENGTH SIZE MARK TYPE A B C D E F G H J K ABUTMENT NO. ONE 40 2'-0" 4 1A401 STR 41 14'-0" 4 IA402 (�) 6" 4'-6" 2'-0" 4'-6" 2'—O" 6" 16 2'-1" 4 1A403 STR 12 6'-1 1 ° 4 1A404A ® 2'-0" 2'-11 " 2'-0" 3 9'-2" 4 1A404B iJ2 2'-0" 5'-2" 2'-0" 7 5'-8" 5 1A501 STIR 16 26'-6" 5 1A502 STIR 10 26' —10" 6 1 A601 STR 6 23'-1" 6 1A602A STIR 5 30'-7" 6 1A6026 STR WING No. ONE 1 2'-6" 4 1 W401A STR 1 4`-4" 4 1 W401 B STR 1 6'-3" 4 1W401C STR 1 8'-2" 4 1 W401 D STR 3 10'-1" 4 1W401E STR 3 4'-9" 4 1 W401 F STR 1 61--1 " 4 1 W402A STR 1 7'-3" 4 1W402B STR 1 8'-5" 4 1W402C STR 1 9'-7" 4 1W402D STIR 1 10'-4" 4 1 W402E STIR 1 6'-1" 4 1W403A STR 1 6'-10" 4 1W403B STR 1 7'- 7" 4 1W403C STR 1 8'-5" 4 1W403D STR 1 9'-2" 4 1 W403E STR 1 10'-4" 4 1 W403F STR 1 8'-2" 4 1W404A STR 1 9'-4" 4 1W404B STR 2 9'-6" 4 1W404C STR 1 8'-2" 4 1 W405A STIR 1 8'-11 4 1W405B STIR 3 9'-6" 4 1W405C STR 2 9'-6" 4 1W406 STIR 1 2'-6" 5 1W501A STR 1 3'-9" 5 1W501B STIR 1 5'-0-0 5 1 W501 C STR 1 6'-3" 5 1W501D STIR 1 7'-7" 5 1W501E STIR 1 8'-10" 5 1W501F STR 4 10'-1" 5 1W501G STR 3 4'-9" 5 1W502 STR 6 11'-4" 5 1W503 �4 2'-0" 7'-4" 2'-0" 1'-3" 1'-8" WING No. TWO 1 2'-6" 4 2W401A STR 1 4'-6" 4 2W401B STR 1 6'-6" 4 2W401C STR 1 8'-6" 4 2W401 D STR 3 10'-6" 4 2W401E STR 3 5'-7" 4 2W401 F STR 1 6'-1" 4 2W402A STR 1 7'-2" 4 2W402B STIR 1 8'-4" 4 2W402C STR 1 9'-6" 4 2W402D STR 1 10'-4" 4 2W402E STIR 1 6'-1 " 4 2W403A STR 1 6'-10" 4 2W403B STIR 1 7'-7" 4 2W403C STIR 1 8'-4" 4 2W403D STR 1 91--1" 4 2W403E STR 1 9'-10" 4 2W403F STR 1 10'-4" 4 2W403G STR 1 8'-2" 4 2W404A STR 1 9'-4" 4 2W404B STIR 2 9'-6" 4 2W404C STR 1 8'-2" 4 2W405A STIR 1 9'-0" 4 2W405B STIR 6 9'-6" 4 2W405C STR 2 9'-9" 4 2W406 STIR 8 5'-11" 4 2W407 �1 2'-0" 1'-7" 7" 1'-9" 1'-3" 1'-3" 1 2'-6" 5 2W501A STR 1 3'-10" 5 2W501 B STR 1 5'-2" 5 2W501 C STR 1 6'-6" 5 2W501 D STR REINFORCING STEEL SCHEDULE NUMBER TOTALLENGTH SIZE MARK TYPE A 8 C D E F G H J K WING No.2 CONTINUED 1 7'-10" 5 2W501E STIR 1 9'-1 " 5 2W501 F STR 4 10'-6" 5 2W501 G STR 3 5'-7" 5 2W502 STIR 7 13'—O" 5 2W503 ® 2'-0" 9'-0" 2'-0" 1'-7" 1'-2i" ABUTMENT No. TWO 40 2'-0" 4 2A401 STR 40 14'-0" 4 2A402 O 6" 4'-6" 2'-0" 4'-6" 2'-0" 6" 16 2'-1 " 4 2A403 STR 12 6'-11" 4 2A404A �2 2'-0" 2'-11" 2'-0" 3 9'-2" 4 2A404B O 2'-0" 5'-2" 2'-0" 6 5'—B" 5 2A501 STIR 16 26'-6" 5 2A502 STR 10 26'-10" 6 2A601 STR 5 23'-1" 6 2A602A STR 5 30'-7" 6 2A6028 STR WING No. THREE 1 2'-6" 4 3W401 A STIR 1 4'-5" 4 3W401 B STR 2 6'-3" 4 3W401 C STR 1 8'-2" 4 3W401 D STR 1 10,-1" 4 3W401 E STR 3 4'-9" 4 3W401 F STR 1 6'-1" 4 3W402A STR 1 7'-3" 4 3W402B STR 1 8'-5" 4 3W402C STR 1 9'-7" 4 3W402D STR 1 9'-10" 4 3W402E STIR 1 6'-1" 4 3W403A STR 1 6'-10" 4 3W4036 STR 1 7'-8" 4 3W403C STIR 1 8'-5" 4 3W4031) STR 1 9'-3" 4 3W403E STR 1 9'-10" 4 3W403F STR 1 a, —ill 4 3W404A STR 1 9'-3" 4 3W404B STR 2 9'-6" 4 3W404C STR 1 8'-1 " 4 3W405A STR 1 8'-10" 4 3W4058 STIR 3 9'-6" 4 3W405C STR 2 9'-6" 4 3W406 STR 1 2'-6" 5 3W501A STR 1 Y-9" 5 3W5016 STR 1 5'-0" 5 3W501 C STR 2 6'-3" 5 3W501 D STR 1 7'-6" 5 3W501 E STR 1 8'-10" 5 3W501F STR 5 10'-1" 5 3W501G STR 3 4'-9" 5 3W502 STR 6 13'-0" 5 3W503 �4 2'-0" 9'-0" 2'-0" 1'-7" 1'-2i" WING No. FOUR 1 2'-6" 4 4W401A STR 1 4'-6" 4 4W401 B STR 1 6'-6" 4 4W401 C STR 1 8'-5" 4 4W401 D STR 4 10'-5" 4 4W401 E STR 3 5'-7" 4 4W401 F STR 1 6' —1 " 4 4W402A STR 1 7'-2" 4 4W402B STR 1 8'-4" 4 4W402C STR 1 9'-6" 4 4W402D STR 1 10'-4" 4 4W402E STIR 1 6'-1" 4 4W403A STR 1 6'-10" 4 4W403B STR 1 7'-7" 4 4W403C STR 1 8'-4" 4 4W403D STR 1 9'-1" 4 4W403E STR 1 9'-10" 4 4W403F STR 1 10'-4" 4 4W403G STR 1 8'-2" 4 4W404A STIR 1 9'-3" 4 4W4046 STR 2 9'-6" 4 4W404C STR 1 8'-2" 4 4W405A STIR 1 8'-11" 4 4W405B STR 3 9'-6" 4 4W405C STR REINFORCING STEEL SCHEDULE NUMBER TOTAL LENGTH SIZE MARK TYPE A 8 C D E F G H J K WING No.4 CONTINUED 2 9'-9" 4 4W406 STR 1 2'-6" 5 4W501A STR 1 3'-10" 5 4W501B STR 1 5'-1 " 5 4W501 C STIR 1 6'-5" 5 4W501 D STR 1 7'-9" 5 4W501E STR 1 9'-1" 5 4W501F STR 5 10'-5" 5 4W501G STR 3 5'-7" 5 4W502 STR 7 11'-5" 5 4W503 4� 2'-0" 7'-5" 2'-0" 1'-2i" 1'-7" ABUTMENT No. THREE 40 2'—O" 4 3A401 STR 40 14--0" 4 3A402 �5 6" 4'-6" 2'-0" 4'-6" 2'-0" 6" 16 2'— 1 ' 4 3A403 STIR 12 6'-11" 4 3A404A �2 2'-0" 2'-11" 2'-0" 3 9'-2" 4 3A404B O 2'-0" 5'-2" 2'-0" 6 5'-8" 5 3A501 STR 16 26'-6" 5 3A502 STR 10 26'-10 6 3A601 STR 5 23'-1 " 6 3A602A STR 5 30'-7" 6 3A6D2B STIR WING No. FIVE 1 2'-6" 4 5W401A STR 1 4'-6" 4 5W401 B STR to 6'-6" 4 5W401 C STR 1 8'-5" 4 5W401D STR 4 10'-5" 4 5W401E STR 3 5'-7" 4 5W401F STR 1 6'-1" 4 5W402A STR 1 7'-2" 4 5W4026 STR 1 8'-4" 4 5W402C STR 1 9'-6" 4 5W402D STIR 1 10'-4" 4 5W402E STR 1 6'— 1 " 4 5W 403A STR 1 6'-10" 4 5W403B STIR 1 7'-7" 4 5W403C STR 1 8'-4" 4 5W403D STR 1 9'-1 " 4 5W403E STR 1 9'-10" 4 5W403F STR 1 10'-4" 4 5W403G STIR 1 8'-2" 4 5W404A STR 1 9'-3" 4 5W4048 STR 2 9'-6" 4 5W404C STR 1 8'-2" 4 5W405A STR 1 8'-11" 4 5W405B STR 3 9'-6" 4 5W405C STR 2 9'-9" 4 5W406 STR 1 2'-6" 5 5W501A STR 1 3'-10" 5 5W501B STR 1 5'-1" 5 5W501C STR 1 6'-5" 5 5W501 D STR 1 7'-9" 5 5W501E STR 1 9' —1 " 5 5W501 F STR 5 10--5" 5 5W501 G STR 3 5-7" 5 5W502 STR 7 11'-5" 5 5W503 O4 2'-0" 7'-5" 2'-0" V-2i" 1'-7" REINFORCING STEEL SCHEDULE NUMBER TOTAL LENGTH SIZE MARK TYPE A B C D E F G H J K WING No. SIX 1 2'-6" 4 6W401A STIR 1 4'-5" 4 6W401 B STR 2 6'-3" 4 6W401C STR 1 8'-2" 4 6W401 D STR 1 10' —1 " 4 6W401 E STR 3 4'-9" 4 6W401 F STR 1 6' —1 " 4 6W402A STR 1 7'-3" 4 6W4026 STR 1 8`-5" 4 6W402C STR 1 9'-7° 4 6W402D STR 1 9`-10" 4 6W402E STR 1 6'-1" 4 6W403A STIR 1 69- 1 0" 4 6W403B STIR 1 7'-8" 4 6W403C STR 1 8'-5" 4 6W403D STR 1 91-3" 4 6W403E STR 1 9'-10" 4 6W403F STR 1 8'-1" 4 6W404A STIR 1 9'-3" 4 6W404B STR 2 9'-6" 4 6W404C STR 1 a, —ill 4 6W405A STIR 1 8'-10" 4 6W405B STR 3 9'-6" 4 6W405C STR 2 9'-6" 4 6W406 STR 1 2'-6" 5 6W501A STR 1 3'-9" 5 6W501B STR 1 5'-0" 5 6W501C STR 2 6'-3" 5 6W501 D STR 1 7'-6" 5 6W501 E STR 1 8'-10" 5 6W501F STR 5 10' —1 " 5 6W501 G STR 3 4'-9" 5 6W502 STR 6 13'-0" 5 1 6W503 O 2'-0" 9'-0" 12'-0" 1'-7" '-2i" TYPE 1 TYPE 2 I TYPE 3 TYPE 4 .,AR BENDING A B D C H A B C G C 0 TYPE 5 TYPE 6 TYPE 7 I `G A ID B Ill A A G A C B ' g D H C 1.) ALL REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH AASHTO M31, M31-871 AND M31-881• 2.) ALL FABRICATION OF REINFORCING STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". * INDICATES ONE BAR ADDED FOR TEST PURPOSES. CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING REINFORCING STEEL A No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No, JENKINS BOARD OF COUNTY COMMISSIONERS TITLE SHE DESIGNED BY: RLO DATE: 10-97 � � � � � � � � Q /� Q J T E � INC. C H A R LA RATED C. R. 512 Q CHECKED BY: PEC DATE: 11-97 C JL ���III `j �J 9 `/L I: INCORPORATED FILE No. 97—B066 INDIAN RIVER COUNTY FLORIDA o CONSULTING ENGINEERS Consulting Engineers DEPT, OF PUBLIC WORKS T H E S E B A S T I A N RIVER B 11 HORIZONTAL SCALE: 3 VERTICAL SCALE: 12381 2 Suite81204 velond Avenue 01 11 AMERICAN CONSULTING 1840 25th STREET VERO BEACH FLORIDA 32960 DATE: FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 � ENGINEERS COUNCIL REINFORCING- DETAIL SHEET OF B12 Q (941) 939-1414 (941) 278-4289 FAX (407)567-8000 EXT. 245 * * DETAILS'PtAR BENDING TYPE 1 TYPE 5 A B g D C H TYPE 2 1 TYPE 6 A e C TYPE 3 G TYPE 4 C D E A B TYPE 7 TYPE 8 A C A A C B g D H C D 14, 1.) ALL REINFORCING STEEL SHALL BE GRADE 60 IN CONFORMANCE WITH AASHTO M31, M31-871 AND M31-881. 2.) ALL FABRICATION OF REINFORCING STEEL SHALL BE DONE IN ACCORDANCE WITH THE LATEST VERSION OF THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". * INDICATES ONE BAR ADDED FOR TEST PURPOSES, CONTRACTOR SHALL SUBMIT TEST RESULTS TO THE ENGINEER FOR APPROVAL PRIOR TO PLACING REINFORCING STEEL REINFORCING STEEL SCHEDULE NUMBER TOTALLENGTH SIZE MARK TYPE A B C D E F G H J K ABUTMENT No. FOUR 40 2'-0" 4 4A401 STR 41 14'-0" 4 4A402 Q 6" 4'-6" 2'-0" 4'-6" 2'-0" 6" 16 2'-1" 4 4A403 STR 12 6'-11" 4 4A404A O 2'-0" 2'-11" 2'-0' 3 9'-2" 4 4A4048 2 2'-0" 5'-2" 2'-0' 7 5'-8" 5 4A501 STR 16 26'-6" 5 4A502 STIR 10 26'-10" 6 4A601 STR 6 23'-1" 6 4A602A STR 5 30'-7" 6 4A602B STIR WING No. SEVEN 1 2'-6" 4 7W401A STR 1 4'-6" 4 7W401 B STR 1 6'-6" 4 7W401C STIR 1 81-6" 4 7W401 D STR 3 10'-6" 4 7W401 E STR 3 5'-7" 4 7W401 F STR 1 6'-1" 4 7W402A STR 1 7'-2" 4 7W402B STR 1 8'-4" 4 7W402C STR 1 9°-6° 4 7W4020 STR 1 10'-4" 4 7W402E STR 1 6'-1 " 4 7W403A STR 1 6'-10" 4 7W403B STR 1 7'-7" 4 7W403C STR 1 8'-4" 4 7W403D STIR 1 9'-1" 4 7W403E STIR 1 9'-10" 4 7W403F STR 1 10'-4" 4 7W403G STR 1 8'-2° 4 7W404A STIR 1 W-4" 4 7W404B STR 2 9'-6" 4 7W404C STR 1 8'-2" 4 7W405A STIR 1 9'-0" 4 7W405B STR 6 9'-6" 4 7W405C STR 2 9'-9" 4 7W406 STR 8 5'-11" 4 7W407 ( 2'-0" 1'-7" 7" 1'-9" 1'-3" 1'-3" 1 2'-6" 5 7W501A STR 1 3'-10" 5 7W5018 STIR 1 5'-2" 5 7W501 C STR 1 6'-6" 5 7W501 D STR 1 7'-10" 5 7W501E STR 1 9'-1" 5 7W501F STR 4 10'-6' 5 7W501G STR 3 5'- 7 5 7W502 STR 7 13--0" V 5 7W503 04 ;2--0" 9'-0" 2'-O" 1'-7" 1'-2i" 2'-6" 4 WING No. EIGHT 1 8W401A STR r s 1 4'-4" 4 8W401 B STR f 1 6'-3" 4 BW401 C 8W401 D STR STR I 1 8'-2" 4 10'-1 " 4 3 8W401 E STR 3 4'-9" 4 BW401 F STR 1 6'-1" 4 8W402A STR 1 7'-3" 4 8W402B STR 1 8'-5" 4 8W402C STR 1 9'-7" 4 8W402D STR 1 10'-4" 4 8W402E STR 1 6'- 1 " 4 8W403A STIR 1 6'-10" 4 8W403B STR 1 7'-7" 4 8W403C STR 1 8'-5" 4 8W403D STR 1 9'-2" 4 BW403E STR 1 10'-4" 4 BW403F STIR 1 8'-2" 4 8W404A STR 1 9'-4" 4 8W404B STR 2 9'-6" 4 BW404C STR 1 8'-2" 4 BW405A STR 1 8'-11" 4 8W405B STR 3 9'-6" 4 8W405C STR 2 9'-6" 4 8W406 STR * * * REINFORCING STEEL SCHEDULE NUMBER TOTAL LENGTH SIZE MARK TYPE A B C D E F G H J K WING No. EIGHT CONTINUED 1 2'-6" 5 8W501A STR 1 3'-9" 5 8W501B STR 1 5'-0" 5 8W501C STR 1 6'-3" 5 8W501 D STR 1 7'-7" 5 8W501E STR 1 8' -10" 5 8W501 F STR 4 10' -1 " 5 8W501 G STR 3 4'-9" 5 8W502 STR 6 11'-4" 5 8W503 O 2'-0" 7'-4" 2'-0" 1'-3" 1'-8" WEST BOUND SUPER STRUCTURE 81 28'-6" 4 WS401 STR 164 9'-3" 4 WS402 11" 7'-2" 1'-2" 263 5'-2" 4 WS403 �2 2'-3" 8" 2'-3" 68 14'-10" 4 WS404 �3 2'-0" 4'-10" 11" 5'-1" 2'-0" 68 15'-6" 4 WS405 @8 2'-0" 5'-1" 1'-4" 5'-1" 2'-0" 485 21'-2" 5 WS501A STR 485 29'-8" 5 WS501 B STR 198 24'-B" 5 WS502A STR 396 26'-10" 5 WS502B STR 970 25'-5" 5 WS503 STR 44 26'-4" 5 WS504 STR 104 3'-3" 5 WS505 (1 1'-10" 3" 1'-2" 10" 10" 265 15'-0" 6 WS601 STR 68 5'-9 10 8 WS801 U1 3'-3" 2'-6" 1 1'-9" EAST BOUND SUPERSTRUCTURE 81 28'-6" 4 ES401 STR 164 9'-3" 4 ES402 O1 11" 7'-2" 1'-2" 263 5'-2" 4 ES403 O2 2'-3" 8" 2'-3" 68 14'-10" 4 ES404 �3 2'-0" 4'-10" 11" 5'-1" 2'-0" 68 15'-6" 4 ES405 �8 2'-0" 5'-1" 1'-4" 5'-1" 2'-0" 485 21'-2" 5 ES501A STR 485 29'-8" 5 ES501B STR 198 24'-8" 5 ES502A STR 396 26'-10" 5 ES502B STR 970 25'-5" 5 ES503 STIR 44 26'-4" 5 ES504 STR 104 3'-3" 5 ES505 (D 1'-10" 3" 1'-2" 10" 10" 265 15'-0" 6 ES601 STR 68 5'-9" 8 ES801 (D3'-3" 2'-6" 1' '" 1'-9" r i * * REINFORCING STEEL SCHEDULE NUMBER TOTAL MARK TYPE PESIZE A B C D E F G H J K PIER No.ON 53 2'-6" 4 1 P401 STR 60 9'-10" 4 1P402 6" 2'-6" 1'-11" 2'-6" 1'-11" 6" 17 1 1'-0" 4 1 P403 Q 6" 2'-6" 2'-6" 2'-6" 2'-6" 6" 15 2'-6" 4 1P404 STR 15 7'-0'$ 4 1 P405 �2 2'-0" 3'-Q" 2'-0" 7 4'-8" 5 1P501 STR 5 25'-1" 5 1P502 STR 8 11'-10" 6 1P601 STR 5 23'-7" 6 1P602A STR 4 29'-1 1 " 6 1 P602B STR 10 25'-5" 6 1P603 STR PIER No. TWO 53 2'-6" 4 2P401 STR 60 9'-10" 4 2P402 6" 2'-6" 1'-11" 2'-6" 1'-11" 6" 17 11'-0" 4 2P403 t�5 6" 2'-6" 2'-6" 2'-6" 2'-6" 6" 15 2'-6" 4 2P404 STR 15 7'-0" 4 2P405 2'-0" 3'-0" 2'-0" 7 4'-8" 5 2P501 STR 4 25'-1" 5 21`502 STIR 8 11'-10" 6 2P601 STR 4 23'-7" 6 2P602A STR 4 29'-11" 6 2P602B STR 10 25'-5" 6 2P603 STR PIER No. THREE 53 2'-6" 4 3P401 STR 60 9'-10" 4 3P4025 6" 2'-6" 1'-11" 2'-6" 1'-11" 6" 17 11'-O" 4 3P403 5 6" 2'-6" 2'-6" 2'-6" 2'-6" 6" 15 2'-6" 4 3P404 STR 15 7'-0" 4 3P405 �2 2'--0" 3'-0" 2'-0" 7 4'-8" 5 31`501 STR 5 25'-1" 5 3P502 STR 8 11'-10" 6 3P601 STR 5 23'-7" 6 3P602A STR 4 29'-11" 6 3P602B STR 10 25'-5" 6 3P603 STIR PIER No. FOUR 53 2'-6" 4 4P401 STR 60 9'-10" 4 4P402 (�5 6" 2'-6" 1`-11" 2'-6" 1'-11" 6" 17 11'-0., 4 4P403 O 6" 2'-6" 2'-6" 2'-6" 2'-6" 6" 15 2'-6" 4 4P404 I STR 15 7'-0" 4 4P405 �2 2'-0" 3'-0" 2'-0- 7 4'-8" 5 4P501 STR 4 25'-1" 5 4P502 STR 8 11'-10" 6 4P601 STR 4 23'-7" 6 4P602A STR 4 29'-11" 6 4P602B STR 10 25'-5" 6 4P603 STR No. DATE REVISIONS BY: No. DATE DRAWN BY: VAT DATE: 12-97 PROJECT No, JENKINS BOARD OF COUNTY COMMISSIONERS TITLE SHEET DESIGNED BY: RLO DATE: 10-97 MASTELLE MOLER, I N C CHARLAND Co ff,. 512 OVE�-2Y — - f]CHECKED BY: PEC DAiE: 11-97 INCORPORATED FILE NO. 97—B066 INDIAN RIVER COUNTY FLORIDA CONSULTING ENGINEER Consulting Engineers DEPT, OF PUBLIC WORKS THE S E B A S T I A N RIVER B 12 HORIZONTAL SCALE: 12381 Cleveland Avenue01 Q VERTICAL SCALE: Suite 204 AMERICAN CONSULTING 1840 25th STREET VERO BEACH FLORIDA 32960 DATE: FILE No. N. U.S. HIGHWAY 1, SUITE B2 - SEBASTIAN, FLORIDA Fort Myers, FL 33907 ENGINEERS COUNCIL (407)567-8000 EXT. 245 REINFORCING DETAIL SKEET OF B12 0 - (941) 939-1414 (941) 278-4289 FAX N .e cc O LL LU O ca K W W Z J 1 11/25/05 IREVISE STRIPING AND SIGNS PER IRC COMMENTS NO. I DATE I DESCRIPTION REVISIONS 6" DOUBLE YELLOW CONNECT WITH EXIST. STRIPING I------- r------------�" SEBASTIAN IVER HIGT SCH OL ROTARY INTER ATIONAL --- CLUB --J H m ASTELLER & MOLER, INC. N CONSULTING ENGINEERS TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 , 0 D rr--1F II III._ ^..29I� STA 257+50.00 to STA 270-1-00.00 SCALE; HORZ• 1 "=40' CINTOTAIT COUNTY t� IIIL��4�G�111 L__J (TO BE RELOCATED) STRIPING County Road 512 TA 270+00, 00 to STA 282+00.00 NOTES; nnn o(c l TI II PAVEMENT MARKING & SIGNING PLANS C.R. 512 Irrriprovements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A -- L— — — — — — — — — — — — — — — — — — II��AII L6 ® j (TO BE RELOCATED) (TO BE RELOCA TED) "Title to oil documents which bear the copyright of Mostelier & Moler, Inc. is vested solely in Mosteiler & Moler, Inc. These documents ore provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sole, or other disposition of these documents by anyone Is expressly prohibited without consent of Mosteller & Maier, Inc. pursuant to the Federal Copyright Law. - 6" WHITE 10' JO' SKIP - 6" YELLOW 6' - 10' SKIP OWG# ©2005, MASTELLER & MOILER, INC. STEPHEN E. MOLER, P.E., FL#33193 9649SIGNS DRAWN DESIGNED I ril�•V• CHECKED S•E•M. DATE 8-05 SC" P=40' SHEET 53 Of 59 DWG NO g64q I �y (TO BE RE4OCA7E0) ra' / S LM J "mom comma �aa 6" WHI TE 6" WHITE 7 1 l 10' - 30'SKIP ��I-1 *MEM ► R OF WAY � / (TO BE RELOCATED) -,-�. 284-1-00 --,-- 6" WHITE r""". l I 6" YELLOW 6" WHITE - swoop 00 O U- TURN ARROW _ 287+00 288 (TYPICAL)_---- 6- WHITE- �r10' ^yr G>ti'/G"QG��i0�1C I 6" WHITE _mon� MINE- don- �QOa poi 6' — 10' SKIP 6' - 10, SKIP I I TURN ARROW (T R VED)7p����1� I o I (TYPICAL) - a� - • ................. (TO BE REMOVED) 6" YELLOW . e o ""'s RIGHT-OF-WAY TURN ARROW (TYPICAL) 6" WHI7E 6" WHITE /� 6" WHITE 6' - 10' SKIP 10' - 30' SKIP ------------- 293-*-00 6" YELLOW County Road 512 STA 282+00. 00 to STA 29 1 +00, 00 SCALE: HORZ. 1 "-40' I 6" WHITE GROUND I 6" WN�TE - . WHO O � 10' - 30' SKIP REMOVED) p I I I I I15 I ftaftwft ""oft RIGHT—OF—WAY �D R! I50 I F L--—J (TO BE RELOCATED) -~ 00 6A 0 RIGHL-- F-W,g,L ., ,.. LEGEND O (70 BE RELOCATED) ���������� EXISTING SIGNS ORIGINAL LOCA 77ON i ,� PROPOSED SIGNS 6 WHITE , "` �-O RPROPOSED OSEDOCA N 10' 30' SKIP (TO BE RELOCATED)7777777 I 1 1 � , :. . 77 y. G°CC County Road 512 STA 291 +00.00 to STA 299+00.00 SCALE: HORZ. 1 "=40' V 298 00 29 -: --�. -= ,- ----_--F--_- 6" YELLOW ----}--------- - -_ ____------- .�,.,. W 6" WH/TE 0' SKIP U / NOTES.• r U H 0 E R C A ©M 0 I I 1. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED ALKYD THERMOPLAS77C. L _ — — 0 2. REFLEC77VE PA VEMENT MARKERS (RPM s) ARE TO CONSIST OF i POLE I ( MONO -DIRECTIONAL WHITE AND BI-DIRECTIONAL YELLOW, 4 INCHES (TO BE REMOVED) L -o— — J SQUARE IN SIZEE, LANE LINE RPM's ON THE 4+ LANE PORTION OF (TO BE RELOCATED) ANY DIVIDED ROADWAY SHALL BE WHITFIRED. J. RPM s SHALL BE POSITIONED IN ACCORDANCE KITH FDOT INDEX #1 T,3S2 ---� AND THIS PLAN, BUT INSTALLED ON 71-1E STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. DWG# 9649SN2— _ _ DRAWN ..F, CJ g�vER PAVEMENTMARKING & SIGNING PLANS of M t documents which bear the solely in �W l M AS T E L E R ['� _ M O j' E INC. C • �� /10� of provided to th Maier. Inc. is vested connection in DESIGNED ! ! F. C. Y l�\\,.JJ jj L lJi(t/�� Y L It/ C Mostaller & Maier, Inc. These documents are � � provided to the owner surely in connection with 4ti C.R. 512 this project. Any other use or reuse of these CHECKED S.E.M. docu•8 d• Im-r-%rovements otherdisposits or ionofh sectdocumentsybyolan one ^� CONSULTING ENGINEERS ^' ►.� is expressly prohibited without consent of DATE D— f1 E Mastelier & Maier, Inc. pursuant to the Federal 8 05 �' .. ,., . CERTIFICATE OF AUTHORIZATION NUMBER 4204 * * Phase 3 Copyright Law. SC" I"=40' NO. DATE DESCRIP10N oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 - � SHEET 54 OF 58 REvI SI oN S (772) 567-5300 / FAX (772) 794-1106 ORIDN INDIAN RIVER COUNTY - PROJECT NO. 9611A ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER P.E. FL 33193 DWG NO q 4q now RIGHT-OF-WAY 2 0 6" WHITE Ji 10' - 30' SKIP G 2. 6- WHITE 00 +00 3004-00 301 +00 302+00 303+ 0 6" YELLOW (6"YELLOW 6- 10' SKIP i W ..-. 6 WHI TE YJ LU�» " W 6 WHIT£ 6' - 10' SKIP I rUPp®(�RGOIi�UD�i� UJ EXISTING SIGNS •.,. ORIGINAL LOCATION y I I U - PROPOSED SIGNS I - PROPOSED LOTION I `� of �o I L_--� y /" \\ a t r �1�� � ° M� AME HARBOR � I i THURSDAW Uds I L----------- J (TO BE RELOCATED) —c 1r _ iarTll 08LAND 8T WHITE 6" DOUBLE YELLOW \\ISG°QN SIEBA S AN 1124" WHITE _ -°�1C�- _ J j STOP BAR un (TO BE RELOCATED) (TO BE RELOCATED) \ 6" WHITE F--- - - - - - - - �.. a I 40WN A COUNTRY I \\ 12" WHILE TURN ARROWS �*'+ REAM I �-- - - - - - - -� � . �+' \ CROSS- WALK (TYPICAL) NK — — — — — — -J (�Q(� �����`��G"�N1 r \ 6" WHITE if f-U-TURN ARROWS � I �.,.--�".' L_ - SG°PG°3O�11C�8 _ J if -. 60 WHITE =0.304+00 4 305+00 306+00 307+00 6" WHITE I i I i 6" WHI TE I 6"I YELLOW I 6' - 10' SKIP 6' - 10PS KIP �- 12 WHITE \ CROSS- WALK I � \ 6" WHITE � \\ 24' W T£-� \ STOP SAR \ 6'1TE III 2S III F---- L e .J (TO BE RELOCATED) I i 6" SOLID YELLOW ( � I (TO BE RELOCATED) L---� County Road 5'12 STA 299+00.00 to STA 31 1 +50.00 SCALE: HORZ. 1 "=040' Q — 0 308+00 6" WHITE 310+00 G► 31 1 + W 10' - 30' SKIP 6" YELLOW I I 6' - 10' SKIP I I I I 6" YELLOW "� ,.. ... ,... W 6" WHI TE W / \\ 6" WHI TE W / \ Z_ -------- --- , I UNDERGROUND I I g I \\ WARMONG POLE (TO BE REMOVED) UNDERGROUND I j I I WARNO G POLE I (TO BE REMOVED) I � •+� (TO BE REMOVED) 'V O �. 6" WHITE Q 6' - 10' SKIP 6 WHITE�f'©`la A 6OM�1`�G�I �� o i — REALTY — � � U- TURN ARROWS 6" WHI TE ' • i (TO BE RELOCATED) \ (TYPICAL) N 32 ,_. 6"`'PVHITE- _LIU ---" 323 + 00 6 WHITE t0 6' - 10' SKIP -^-' 10' - 30' SKIP ._._ O " YELLOW m _ ._ _ �- ..� - - 32.00 "'" 321 -�-OO ` ,� + o0 312+00 31 314-�-00 315+00 316-fo0 317-t-00 31 +00 W W sI i I 11 „ �0 SKIP I I 6" YELLOW I I I I I I �, I " 0 6' YELLOW 0 SKIP W WT - - - - - -- - -- -- - -- --�- W c -� co 6 N WHITE " ' " --- "J 6 WHITE _ CROWHI T \\ 6 WHITE 6 WHITE SS- WALK r- — — — — — — — -� RIGHT-OF-WAY tt _ I \ - I UNDERGROUND I , � `� -. , I M�ID[�G�C�G�ONJ�1D I 6" WN/TE I M(�DLG°�{�I�ONJf�D I r - - - - - - - - � \ I WaR��He POLE 16 - 10"SKIP - - - - - - - -i (- - - - - - - - o I WARNONG POLE I NOTES: p ice. L_ - - - - - - - -J M�IDGG°3�G°3OM�lD \ I NJ�IDLG3+G©M�1D I (TO BE REMOVED) I f' �— — — — — — — — —' 1. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED \ 6" SOLID YELLOW 24' WHITE (TO BE REMOVED) LG�QRHONQ-POLE J �, (TO BE REMOVED) I �n%G°QG°��IOMt�C� POLE I �► � ALKYD THERMOPLASTIC. STOP BAR II (0�1 (TO BE REMOVED) 2. REFLECTIVE PAVEMENT MARKERS (RPM s) ARE TO CONSIST OF `- — — — — — — — -' II NJ LT II MONO -DIRECTIONAL WHITE AND BI-DIRECTIONAL YELLOW, 4 INCHES D 9 SQUARE 1N SIZE. LANE LINE RPM s ON THE 4+ LANE PORTION OF (TO BE RELOCATED) ANY DIVIDED ROADWAY SHALL BE WHITE/RED. County o a d 512 J, RPM'S SHALL BE POSITIONED IN ACCORDANCE WITH FDO T INDEX ,917J52 STA 31 1 +50.00 - to STA 324+00. 00 AND THIS PLAN, BUT INSTALLED ON Eff STRIPE IN ACCORDANCE WITH SCALE: HORZ. 1 "=40' INDIAN RIVER COUNTY STANDARD. DWG# 9649SN4- atawN C.J.F. INC. givER PAVEMENT MARKING & SIGNING PLANS "Title to all documents which bear the olely ight - - - - - -- - M AS T E LLE R & M O LE R �� �Q� of teiler er & ler. Inc.is vested solely in _., DESIGNED � �•, („ Nosteller & Mdar, . Thaw documents are _ this project. Any other use or reuse of these nor. CHECKED fs M . � - - ^; � Improvements provided to the owner sdely in connection with ®C••J.1/ documents or any reproduction, display, sale, yo CONSULTING ENGINEERS ^� �, JL d ��-�VV JH. Is expressly prohibited without consent of Oi1iE Gi�"oV other disposition of these documents by anyone -� ,� �.y e a �,., C.i i31 Hosteller & Moler, Inc. pursuant to the Federal Copyright Low. 1 11125105 REWW TURN LANE LENGTHS PER /RC COMMENTS TB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 / --1106 (772) 567-5300 FAX (772) 794 * * Phi, se 3 OR10- INDIAN RIVER COUNTY - PROJECT NO. W11A ©zoos, MASTELLER & MOLER, INC.�N�. SCAIX P=40' NO. DATE DESCRIPTION DR/APP SHUT °� REVISIONS STEPHEN E. MQLER, P.E., FL#33193 DWG NO R649 6 41R . OMMMO RIGHT—OF—WAY e� O G Cr V 0 0_ V to LU Z ------------ -00 .,325.4 I I I �6-HI 6' - 10' SKIP 32 6 -J- 00 " YELLOW i TURN ARROWS (TYPICAL) 32 7+ 00 - 6" WHITE I 10' - .30' SKIP 328+00 I 6" WHI TE M�1D�QC�QOUu�D I WARMONO POL IE I 11 7 11 4CL t o fly III �� 7��� g � III Q. Q'�q' III � L �ji (TO BE RELOCATED) 6 - 10SKIPcl TO BE REMOVED _ 6., WHITE 3294,00 3 0+00 000 36-1-00 6" YELLOW \ 6 YELLOW B" YELLOW 6" - 10" SKIP \ \ / � \ 6-10SKtP LL - - -- - - -\ \ - I 6" WHITE / &" WHITE ""`� W 12' WHITE 6" WHl7E \ ---- / W CROSS -WALK I i 6" WHITE 24 WHITE \\ i ,6„ WHITE \\\\\\��a�// // CROSS�TWALK W STOP BAR \ I 6 - 1 D SKIP �` iL' Lu r���� _ i �I � � Q III T �_ \\ _ _ �� r < ���Ip� III UR � o III L \ \ i�N ilf _j III \� o �_ 40 I i = = � L j 6 DOUBLE ! \ �/ Z - III\'� III \- - - - - ( � I (TO BE REMOVED) / TO BE REMOVED YELLOW\ /// < — —L, r — — o o ( ®� ( 59 = = J I ��1DC�G3C G3QMaD I 24' WHl / II D� N C_ i O' (TO BE REMOVED) I WARMS P O LL E I L_ J STOP R ll11" L---.--.—.----' 8A/ q (TO BE"REMOVED) � p1 (TO BE RELOCATED) `County Road 512 STA 324+00. 00 to STA 336-+-50, 00 SCALE: HORZ. 1 "•= 40' ``� LEGEND \9 5 EXISRNG SIGNS J�� TO BE REMOVED / � ( � �-- �ORIGINAL LOCATION < s III 711�J - PROPOSED SIGNS f � I I (TO BE RELOCATED) PROPOSED RE -LOCATION RIGHT-OF-WAY �e ..... .,.. �... ...,� ,.�. fl vv Y0RDP 6" WHITE {TYP/CARN LARROWS 6' -- 10' SKIP _^.. TO BE RE Cn 6" WHITE (TO BE RELOCATED7— w <�—-III W �' �' r ,III r- - III �' r�" 6" YELLOW 342+00 J343+00 44+00 345+00 " I 6" WHt 7E i� 6 YELLOW 10 - 30 SKIP jj RESTR/PE r �� EXIS77NG STRIPES L _ .. 1(( ONDOAH ROVER 'aCTE t 9-5= W1 6" WHI7F RN ARROWS `1 f - - - STOP BAR�(�7 6 - 10 SKIP TURN 4 / r _ ` — - -- J r -i r -� (TYPICAL) , l I❑ I I P o l r 2 —71 II II i I III oI -a- II<s�II L�J ------------------- --I- --I�- - II4-3-4------- j �� �� 1L==j ®N[ �IQY ��TT— it I! II c r {II I I I C� i I Mf DC pip©�{ STOP (TO BE RELOCATED)°�CE{ I 41 ------ County Road 512 I I I I STA 336+50.00 to END L:tj— _ J L_ — J SCALE: HORZ. 1 "-40' 1 Cosa END OF CONSTRUCTION MA TCH TO EXIS77NG STRIPES FROM STA,342+00 TO STA.345+00 NOTES' 1. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MIL EXTRUDED ALKYD THERMOPLASTIC, 2. REFLECTIVE PAVEMENT MARKERS (RPM s) ARE TO CONSIST OF MONO -DIRECTIONAL WHITE AND BI-DIRECTIONAL YELLOW, 4 INCHES SQUARE /N SIZE, LANE LINE RPM's ON THE 4+ LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE WH/TE/RED. J. RPM's SHALL BE POSTTONED IN ACCORDANCE WITH FDOT INDEX #17352 AND THIS PLAN, BUT INSTALLED ON THE STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY STANDARD. DWG# 9649SN4-- 1 DRAW gxvER PAVEMENT MARKING & SIGNING PLANS "Title all documents which bear the copyright M AS T E LLE R 8c M CJ LE R, Co at Mastdier & Maier, Inc. is vested solely in DESIGNED HM el-0 CONSULTING ENGINEERS C.R. 512 Improvements 1-14 CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 oEscRiP'noN DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 794-1106 ORID� INDIAN RIVER COUNTY —PROJECT NO, 9611A Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with M this project. Any other use or reuse of these CHECKED documents or any reproduction, display, sole, or - .� 3 y ^ "'` other disposition of these documents by anyone Is expressly prohibited without consent of "- -- DATE�-05 Mastdler & Moler, Inc. pursuant to the Federal - Copyright Law. scatE 1"=40' EEr S6 of S8 . ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E., FL#33193 I DWG NO %417 A a'. G.-4" 19 s. f. �I -•yi- L! S. T. -4 .1. , 1 1 N 11- 4" 36 s. f. ., 2I s. f. J2'- 0" 6" ICI DIMENSIONS ARE + OR - 1. 35 s.f. Right Turn Arrow To Be Reverse NOTE: When arrow and pavement message are used together, the arrow shall be located down stream of the pavement message and shall be seperated from the pavement message by a distance of 25' (Base of the arrow to the base of the message). 81. DIMENSIONS ARE + OR - I". PAVEMENT ARROW AND MESSAGE DETAILS (N.T.S.) FOOT INDEX 17,346 Edge of Pavement Travelway Edge Line Curb Centerline Gutter -- Gutter (If Applicable) Edge Line / ''Edge of Pavement PLACEMENT OF EDGE LINES NOTE: When markings are applied to median noses they shall be yellow In color. R3 4 ,r, 6" Yellow Edge Line 6" White Full Lane Width 6' Delineator Post 6" Yellow Edge Line Paved Road �rE Rotsed pavement markers shall Oe set am 11) lm* outside OrAw lem 1 -a6, a Yellow �. 6" Yellow Ease Llns Medion or /stand Raised Ref/d~ n 1-01reotional re" Yellow I�e Double Ye//ew Tw� 6' _ T, a,*LWfa+y of Thwel YeNow Edge Una T b1-0/reot/onoi RPM PLACEMENT & PAVEMENT MARKINGS FOR TR1 ��FPARAT/ON (TRAFFIC FLOWS IN OPPOSITE DIRECTION) rs starl be set Dtta lon of Travel eft � ldo Det!e>at /tit@. t ifs► 6' white Edge Una SEGINN/NG OF GORE AREA a 45 0 �orTes o Ar White To Bo Deterlhlp� i 6" White Edge DTreci/ POSTED SPEED LIMIT M.P.H. FT. 30 OR LESS /0 35 20 40 20 45 1 30 50 OR MORE 1 40 To LIE usEO FOR rms P=ECT brave/ a� Una 1DM PLACEMENT & PAVEMENT MARKING FOR TRAFFIC SEPARATION (TRAFFIC FLOWS IN SAME DIRECTION) tell Morkws At 8 0 Ft. Center, To Center 6' whits n -- Edpe Of Pevt. TRAFFIC LINES Mono-Cohrless PLACEMENT OF RPMS ON SHOULDER MARKING Shoalder "arksnps For Left Side Of Roodway Shall Lie Yellow. MFLECTNE PMr. MAW.M Ta For Ptooement Of RPMS On Ranks See Wax f1J45. ItE er-rkUMNAL AMM TYPICAL PAVEMENT MARKERS N.T.S. F-DOT INDEX 77,352 Yellow Edge Line BASIC COLOR RULE _r White lines separate flows In the some direction Yellow lines seporote Doffed Line t Turning Guide Line I � flows in the opposite direction Yellow ® ® dotted ilnes may be used /n special 6" White Edge Line l0' 30' 124 4' 1211 4' 12'1 41 12+1 411211 41 1211 4' 121 cases White TrafflC FIOW �., Two -Lane Passing Prohibited f Yellow )I _ 6" Yellow f 6'-10' Skip) 6 Yellow Edge Line Double Solid Yellow f Or White l 4" Use Amber Delineators 0n Sides r 6 - l0 Extension Facing Cross -over 3f �..--.«{ 3' Median -,Broken White Lane Line White t111 ro l0' so'JI0 Use Green Delineators On Sides Away From Cross -Over. Past Radius Generally Top Of Post Should Be 48 n Broken Yellow Center Line Point Above The Edge Of Pavement Grade S� 3o' W.. f� /O'�1� Jo$ YeilowW t Begin Extension At Radius Point - 6" Yellow Edge Line Solid White Edge Line Or Lone Line " Solid White Channeltzing Line —I- Traffic Flow 6" White Skip 6«-s"-r e White Edge Line Extension Of Edge Line Through Cross_r. Area e n rotn 10' Ian VFW ;0'P ■ T White or Yellow PAVEMENT MARKINGS AND DELINEATORS FOP MEDIAN CROSS — OVER Paved Road ID 6" Whlte-�,____ �6" White �,,•- 6" White Skip w y-6" Yellow Edge Line 6" Yellow Edge Line 6" White Grassed Median With Or 6' Full Lane Width Delineator Post Without Curb 6" White Line Begins opposite Radius Point 6" Yellow Edge Line White Edge Line 6' -l0' Skip End At Radiu Radius Poin 100' Std. ,50' Min. Paved Road. - Edge Line In Turn Bay Is Optional As Shown In Plans PAVEMENT MARKINGS FOR I N TERSEC TONS WITH MAJOR AND MINOR ROADS SPECIAL MARKING AREAS (N.T.S.) FOOT INDEX 17346 gIVER � ASTELLE & MOLER, INC. � �� _ CONSULTING ENGINEERS z c CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATEE DESCRIPTION oR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567--5300 / FAX (772) 794--1106 �OR10- TYPES OF PERMANENT LONGITUDINAL LINES (N.T.S.) FDOT INDEX 17346 co' Notes Single - Lone Pavement Marking 33 s. f. Edge Single - Lane Approach f 5 Case D Double Left Turn Lane Through Lane Becomes Exclusive Left Turn P.C. Case E Double Left Turn Lone Trough Lone Becomes Optional Left Turn P.C. - variesless Than asa AA J Arrow 1.0 P.T.6' Whlt Varies V47rles100 To ISO' NQTEt Case B �A stop Yellow left turn edge marking 2 Arrows - Bar may be used adjacent to raised POT 6" White 25 24" curb or grass medians if lane use White is not readily apparent to Varles Veriest ' T drivers appr000ffig a left turn Case C storage lane. l : 3 Arrows Whit With each additional 50ft, of Or more �� turn /one add one arrow. r 6" White FOR STOP CONTROLLED OR SIGNALIZED INTERSECTIONS Arrows Should Be Evenly Spaced Between First And Last Arrow PAINTED LEFT TURN STORAGE LANE(S) DETAILS (N. T. S.) FOOT INDEX 17,346 DO No LONG RENC OTC D 1 solo SPEC ENT 0 FTP-911 R3-1 R3-2 RI-1 RI-2 135-1 R2-1 R2-5A 5 D ,,., � R6 - I L ROAD D Y,: C L a CA<> W6-1 ',. W6.2 ,. W6-3 W4-2r R6- I R R I i -2 t i NON -REFLECTIVE CERAMIC PAVEMENT t END TYPI AI . UR. BURN ARROW PER + INDEX MARKER PLACEMENT ZONE --z4f— (N.T.S.) FD4T iNDEX 17.346 J : FTP-36 NOTE Ceramic Markers should not be installed unless specifically called for In the plans. Use Is limited to high volume sections .SIGN DETAILS ONLY with ADT's greater that 50,000 where lone changing is to be discouraged or other areas where channelizotion is required. (N.T.S.) TYPICAL U-TURN SIGN PER I.R.C. INDEX O Q C> (Reflective R.P.M.) i 10'114 15' 0,14 15' Without Contrast Markings Q Q Q O 4W 40 4w 4 (Reflective R.P.M.) l01 /0' 5' 15' With Contrast Markings Two r- LoneSIDEWALK 1 App SCNOOI� Pavement Marking Should Not Extend Into Opposing Lane AL � IBCURB RAMP N 9' - 8" 9' - 8" °p IN Multi - Lane Approach N SEE NOTE 4 FOR MINIMUM WIDTHS. (Three Or More) —N - � ALL CROSS -WALK MARKINGS ARE WHITE -GENERAL NOTES - Signs shall be erected In accordance with index No /7302. i. For traffic and pedestrian signal Installation, see When computing pavement messages quantities do not Include transverse lines. Standard Indexes /7721 through 1T89CJ. 9' - 8, ' - 2. For handicap curb out, See Roadway Design Standard All school signs shall be reflective. Indexes 304 sheets / of 2 and 2 of 2. �' J. For pavement marking and sign Installation, see School cross -walk width shall be 6' min. l0' std. without curb out rams Traffic Design Standard Indexes 953 through /7356, ro' min. with curb cut rams. See Index 17358. 1 4. Cross -walk minimum widths; Intersection Cross -walk 6' For signalized intersections or mid -block signalized crossings where flashing Arid Block Cross -walk l0' beacon speed limit signs !post mounted or overheadl are installed, the mlMmum distance from the speed limit sign to the stop line shall be 100 feet. The sign SPECIAL EMPHASIS shall not block the view of the signal. SCHOOL PAVEMENT MARKINGS DETAIL CROSS -WALK (N.T.S.) FOOT INDEX 1 7344 (N. T.S.) FDOT INDEX 1 7346 SIGNAGE DETAILS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A 9649—DEI f DRAYN C.J.F. 'Title to all documents which bear the copyright of Mosteiler & Molar, Inc. is vested solely in DESIGNED M.F.C. Mostelier & Molar,. Inc. These documents are provided to the owner solely in connection with CHECKED S.E.M. this project. Any other use or reuse of these - nr documents or any reproduction, display, sale, or ,r9 other disposition of these documents by anyone is expressly prohibited without consent of Dl1TE-05 Lteller & Motor, Inc, pursuant to the Federal Copyright Law. scmz AS NOTED SHEET 57 of 58 ©2005, MASTELLER & MOLER, INC, STEPHEN E. MOLER, P.E., FL #33193 DWG NO g4q Pavement Marking Should Not Extend Into Opposing Lane AL � IBCURB RAMP N 9' - 8" 9' - 8" °p IN Multi - Lane Approach N SEE NOTE 4 FOR MINIMUM WIDTHS. (Three Or More) —N - � ALL CROSS -WALK MARKINGS ARE WHITE -GENERAL NOTES - Signs shall be erected In accordance with index No /7302. i. For traffic and pedestrian signal Installation, see When computing pavement messages quantities do not Include transverse lines. Standard Indexes /7721 through 1T89CJ. 9' - 8, ' - 2. For handicap curb out, See Roadway Design Standard All school signs shall be reflective. Indexes 304 sheets / of 2 and 2 of 2. �' J. For pavement marking and sign Installation, see School cross -walk width shall be 6' min. l0' std. without curb out rams Traffic Design Standard Indexes 953 through /7356, ro' min. with curb cut rams. See Index 17358. 1 4. Cross -walk minimum widths; Intersection Cross -walk 6' For signalized intersections or mid -block signalized crossings where flashing Arid Block Cross -walk l0' beacon speed limit signs !post mounted or overheadl are installed, the mlMmum distance from the speed limit sign to the stop line shall be 100 feet. The sign SPECIAL EMPHASIS shall not block the view of the signal. SCHOOL PAVEMENT MARKINGS DETAIL CROSS -WALK (N.T.S.) FOOT INDEX 1 7344 (N. T.S.) FDOT INDEX 1 7346 SIGNAGE DETAILS C.R. 512 Improvements Phase 3 INDIAN RIVER COUNTY -PROJECT NO.9611A 9649—DEI f DRAYN C.J.F. 'Title to all documents which bear the copyright of Mosteiler & Molar, Inc. is vested solely in DESIGNED M.F.C. Mostelier & Molar,. Inc. These documents are provided to the owner solely in connection with CHECKED S.E.M. this project. Any other use or reuse of these - nr documents or any reproduction, display, sale, or ,r9 other disposition of these documents by anyone is expressly prohibited without consent of Dl1TE-05 Lteller & Motor, Inc, pursuant to the Federal Copyright Law. scmz AS NOTED SHEET 57 of 58 ©2005, MASTELLER & MOLER, INC, STEPHEN E. MOLER, P.E., FL #33193 DWG NO g4q IV it � 119 1 Median Panels Length — Medlan Panels Length 0 30' 12 150, 30' 18 225' 2"0 Golv. Pipe Ralf Required For lo: ! Taper Rat 28' ll I37.5' 15: 1 Taper Rate 28' 15 187.5` Steel Posts; Begin Pipe e Before 26' 9 112.51 26` l3 162.5' First Post With Threaded Cap, 24' 8 /00' 24' !! i37,5` (Pipe Rail To Be Used With Wood Posts Only When Called For In Plans; See Plans For Mounting details. Bolts Approach Section To Be Cut Off Flush With Nut And Bridge See DETAIL J Metaiized. ) { Edge Of Pavement I Pane! 4"Fillet Weld in Long Each End Of Flange w co .�'.._... �"�"""•. Shoulder Line (Metalize Weld Areas( E Pipe &Top Of Post /` Rr /O:/ Taper Rafe 25 125 Rr 15:1 Taper Rate (See Detail W) 10:! For Design Speeds Under 50 MPH I Steel Guardrail Post Misc. Asphalt JS:I For Design Speeds 5O MPH And Greater w ¢ Median _ o Trove/ way walk Or Me Path Guardrail (See Sheet 4 of 14) - Special Blocks As Required MISC. Asphalt 10' Min. � _ Shoulder Line TZ is I I _ SECTION Approach Bridge Slab End Anchorage Type 1I Edge Of Pavement Guardrail Panels And Lengths Some As Taper Side For Plan Quantities With Buffer End Section Note: Cost of pipe to be included in the Contract Note: See General Notes Nos, to & ll. unit price for GuardralL FOR LOCATIONS uSBY suesrIS NUMBERS GUARDRAIL APLI CA TIONS FOR MEDIANS JO' OR LESS WITH 61 BRIDGE SHOULDERS OR FISHERMEN OF PEDESTRIANS, CYCLISTS OR NOTE: The guardrail configurations shown apply only to parallel or near parallel bridges SPECIAL SAFETY PIPE RAIL with open medians 30' or less in width. When medians 30' or less in width are closed by continuous decking between the bridge travel ways, traffic separation shall be attained by appropriate treatments Such as, but not limited to, raised separators, curbs, guardrail, concrete barrier walls and special barriers. 611 It _ ►� I Furl /n l Pnn P k F' - 9" Max. ELEVATION l7UllUIUI/ ICAPUIIJ/VII t1VIIII.J--111iIi V9 Located In Panel Above Structure Joint ALUMINUM PIPE HANDRAIL (N. T. S.) F-00T INDEX 520 /n _oil 311 i6 1d 1 -1-4 Imo--- Aluminum Sleeve 4 "x Z . Aluminum Set Screw / EXPANSION JOIN T FIFE HANDRAIL NO TES I. AN fixed joints to be either welded all around and ground smooth or standard pipe rail fittings at the contractors option. Posts shall be connected to base by weld only. Weld filler to be alloy ER5356, ER5556 or ER5183. 2. Anchor bolts shall be in accordance with ASTM A36 or A307. Nuts, washers, and bolts to be hot dip galvanized in conformance with ASTM A -153. After the nuts have been tightened, the anchor bolt threads shall be distorted or the nuts and bolts spot welded and coated with zinc compound, Top Of Structure (IN Lomw For 540"tww POW Max, vartatims Av:coat Max. V46011:6 M iOCOU an for sing. spirit Poor �M on. Of Tim SPOON Poste ON of T11110 AWN 14woo OF SI POSTS r �al/aN Abak) Ml MrsM dlaot oMax. 2 ma. 2 Batt Of EatA1gN For l WSW I CURB INLET TYPE I PW M IoowAa Of smw VJMW OF SPM POSTS Mht. I CURB INLET TYPE 3 Max. vgfW wt in fooWon Of S0000 AW II AWAM OF SPSM POSTS Min. i II axis of Pgawmt i CURB INLET TYPE 5 SPECIAL POST LOCATIONS ON CUR8 INLETS 3. Aluminum handrail shall be constructed in accordance with Section 515 of the Standard Specifications. Payment shall be full compensation for furnishing and installing handrail, including mounting hardware, and shall be paid for under the contract unit price for Pipe Handrail (Aluminum), L.F. Mo. *ri~ In uOulik" or an Or Tip SAtdd 71 Max. var'411ft M eaawM 0, on Of Tiro Sv wd Pftb mum OF $10i Pasts Mln. 2 i il; w aals For Ayaw Y CURB INLET TYPE 2 a* Sia?Im Amw Post SAaRr -.) Mau NorbtAmn A /coital n Monad 10Cad On For Ore 9yAt (p For swo smw Post Msx. vsrkfbn to t000Na� I Mar. Varidi m in loawbo Or a» a r a svmwd rbrAt °�1.1 earoo Tro sv.war pow MIMBER OF SPEgAL POtSTS Ono 1 snap. o►ra� eaovI ttaAlin 4Yt>!t 6w,atrtn.t Min.: T�• 804 Of EIt>agh For PWOW i T CURB INLET TYPE 4 an. Vin famtkA On, Of TO Sptotam Pyrite �.-.) � on AbG a Qrrwd eo SPmPOIAm of AVMBER OF SAIWK POSTS Min. 2 Max. 2 Bata or P&M f 2 CURB INLET TYPE 6 Additional Rail When P� Indicate Handrail Adjacent To Bicycle Facility (W X 84 Pat SAore ! �8 `,may. Y Foam Wrfp CAM 2 Cwlo. Do Abt Add Rwar. sew: SECTION te' Forst" Paw or >r For Ttslpsr PewlAgh POO Rowe" faAmN IrMb Alien" Pow S+Nw On Ad S/dwti Bray M Surma or T:N NgowAmmmw Adgldt. Pas» Or wad ~ •gut For Will X 84 Or Ir c Fo& PLAN ( SQUARE OPTION 1 0 For Stave Post Or r for TiAW Pat: Foaa Wnp And Foam Or Waif BAgk -Ado Same AP For Sparc GptAms Awl. PLAN ( ROUND OPTION 1 M SE =0 PAWCiPAUY OVER YMUOM OTtt Me ENCASED GUARDRAIL POST Aluminum Rails And P s 2" Schedule 40 Pipe Or 22 10 6'I Wall Tbbz Alloy 6061- T6 42 IU Handrail Required When Dropaff Bcc Of Sidewalk Is More Than /0". In ! Of Other Structure, Gravity W equi When Dropoff Back Of Sidewalk I Mo Than /0': Notass 1. The koottom sham for apeclal posts mounted on trdets are to be used os gutdelfiee for posltlonlre the pasts orld for estlmaNmg the maber of required Po Os. Z. Special pasts Ovid their amchoragee noted on curb lalets shall be In rdance with special steel gilardrall posts Sheet 12 of M, and paid for under the tract unit price for Speclol Owdroll Post, W. 3. Verlattons slam for the wfwtlom of specla► trusts mounted on UMets or)established from standard past spa irg ( S' - 3' h aloorance of standard posts from IrN is (4' m1n. h use of single and aaluNe offset blocks on stondord pasts odJacent to the Inlets: opt flange nwiltims; and, ocncrete ancllor edge distowee ( V for grouted and 3 for expo lom anchors ). The li m>ber of posts and their 100ott lis mW vary by reducing post spat V and adlusting the lagth of rail panel ( s ). 4. Encased guardrall posts shaft ooltorm in section to standard timber a steer posts. and 4 paid for muter the cottroct wilt prke for Spoctal CoArd all Poet, each. Payment shall (aciude oast of foam wrap curd comrete erlt aili lMlt. LEGEND Varktkn In LoWton Of Speoto/ Posh SM& Oftset Bt i* (e) On AdlaCalt Standard Post ( s 1 ` &raided Looatkn By using ooui Offset OWs On AdJooent Sk! 40iiid Post ( 0 1 4x 8" Galvanized Steel Anchor Bolt (Galvanized U-Bolt and Adhesive Anchor Permitted; t ;Expansion Bolt Not Permitted; Galvanized Cluster Plate At Top Of Wall Permitted) - Galvanized Hex Nut And 0.148" Galvanized Washer co Base Plate 8 "Thick Resilient Pads In Accordance With Section 932 Of The Standard Specifications %. Concrete t Sidewalk Or Bikeway ti y Expansion Joint��� I !„ Seal With Poured Rubber 2 4 ---- 4 "x 8" Anchor Bolts I f Handr For Bicycle Facilities — - -+ MOUNT ON GRAVITY WALL SHOWN TYPICAL SECTION AT POST Qcsa a 711Dia. Hole Aluminum /L 8" x 6" x Alloy 6061- T6 BASE FLA TE 9649—DE 1 1 r [� '�'0� (�_' ' `/� " " ,L�ii iAJ i ��[� i ti •./!o i`i V i tl� INC.�� (��/'� CA'QC MCONSULTIi VV E tlGINEERJ ~J CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794--1106 GUARDRAIL AND HANDRAIL DETAILS O�', 5 12 Improvements � � � C.R. `' �t .. � Phase 3 oRIDN INDIAN RIVER COUNTY PROJECT NO. 9611A "Title t all documents which bear the copyright in of tasteller & Moler. Inc. is vested solely in provirded t &thedowner solely in Connection t withare this project. Any other use or reuse of these documents or any reproduction, dients Yale, or these documents b anyone disposition prohibited pr y prohibited without consent of is exprother essly Mostoller & Moler, Inc. pureuont to the Federol Copyright taw. C@2005, MASTELLER & MOLER, INC. _ DRAW C.J.F. M G DESIGNED 11.! .C. _ �'f C CHECKED S.E.M. DATE p -v`� ^r p te ats AS NOTED NO. DATE DESCRIPTION DR/APR SHEET OF s� REVI si ON S STEPHEN E• MOLER, P.E., FL#33193 DWG NO 1464q N 400 40' 80' GRAPHIC SCALE W -�--- o (I EXIS77NG FP4/ PRIMARY UNDERGROUND (� TO M/DQLE SCHOOL (IJKV) o ' I ST--50 PR 7�. / U I / EXIS77NG HT -OF -WAY �! POT NOUN 77UTY DEPT. wv 0 WM = 14.98 .� M 8s. 2 258+00 259-t-00 260+00 !p o +, _ �-W — +arm— -�-, -- t� — -- -- MON wnhr-- � . _ /��: -0.€, - -- ----e► -O.E.- POT HOL U77LITY DEPT. ���•./// IN OF 12' FM - 1 . L'U J Q 30 28 26 24 22 20 18 16 14 12 10 8 N cc V Q w W 40' i 40' :i r' r r (N. T, S) GRADELINE LT & RT -0.3,3 EXISTING 12*0 D.I.P, CONSTR. 12*0 RESTRAINED — 45' BEND (TYP,) HO ZONTAL LENGTH = 10' MIN. - CONFLICT WITH 18" JORAINAGE PIPE ADJUST —WA TER -=-MA --ELL-VAJ701 t---- SEE DETAIL "D" IN IS SHEET N%" d cC�� C4% Lq rnN v,N rnN rnN rnN rnN rnN rnN rnN rnN rnN �N •• •• •r •• 00 i,• HMM MASTELLER & MOLER, INC. ^j CONSULTING ENGINEERS rti CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567--5300 / FAX (772) 794-1106 (N. T. S) 0 - - - -- -_ 0 _ __- - --- -- --- - --- ------__ ----- v N II II 24 PROPQS D GRADELINE LT & RT - -- C FL/CT WITH 18" D INAGE PIPE s 22 ArDA TWA-WA-MAIN CEM7/0/+7� — -- —� — — STAIL V IN THINSHEET -0. 090 Z O — _ — — 12"0 D.I.P. AND F1 EXISTING GRADED E 77 .....�777 ,i gate L4cot) icn /t, rox► TER MAIN (pp ate LocatT --" EXISTING 2Q" ...... ---- /12 -- _ CO 45N 1210 RE BENDYP, TRAINED — — 10 HO (5'rcH ZONTAL LENGTH = SIDE OF DRA/ 10' MIN. AGE PIPE) f 12 00 �O GCS 267+00 268+00 269+00 County Road 512 STA 260+50.00 to STA 273+00.00 SCALE: HORZ. 1 "— 40' VERT, 1 "=4' UTILITY ADJUSTMENT PLAN C.R. 512 Improvements Phase- 3 INDIAN RIVER COUNTY -PROJECT# 9611A a)N o)N a�N P 002 a)N�0; V 270+00 _ 271+00 272+00 278+00 DWG#9649FP 1--4 MAW C.JF, 'Title to all documents which bear the copyright of Mostelier & Maier, Inc, Is vested solely in Mosteller & Moler, Inc, These documents are ���� provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or CHECKED other disposition of these documents by anyone Is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal DATE 8-05 Copyright low.` scAa AS NOTED SHEET U4 OF U/3 ©2005, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E. FL#33193 DKNO q64q 120 D.LP, AND FITTINGS 1810 RCP DRAINAGE _ " O ( � -•-- CONNECT TO EXISTING - --"- CONST. 8 0 R.S. GATE VALVE NTH swoopCONNECT TO EXISTING 1210 FORCE -MAIN 12"0 FORCE -MAIN n y VALVE 80X &TEMPORARY BLIND FLANGE. 20 40 CONSTRUCT FIRE HYDRANT 51MW. 51MIN, ` ASSEMBLY W/ VALVE do BOX .,wpm NOTE: CENTER ONE FULL LENGTH OF PIPE AT THE CROSSING / - POINT PUTTING THE JOINTS OF THE CROSSING LINES 1$"M/N. �`"�-- CONST, 12.0 D,I.P �+�'�""�"""'�...a GRAPHIC O AS FAR AS POSSIBLE FROM EACH OTHER WATER -MAIN -r'-- I EXISTING RIGHT-OF-WAY .�.---- ..�� PROPOSED LOCATION DETAIL „M„ _- - - FOR RELOCATED F/RE 1 a ..TRAIN (N. T. S) \ /�� M NN COVER (TYP), �A�LL /3,.- HYDRANT CONST 2 0 RESTRAINED 45' BEND ( _---- - — , 0 ----.---_ _ _-- `�r DRAINAGE Pip CONI WITH 1 MAIN ELEVA"ON U CONST. 12" RSGV W AL BOX - �.- 3r --- ADJUST WAR" CONST 8"S8 D.I.P. WM W/3'� — (- - - — _ ^' M AND CONIC. VALVE P — _ — -, _ SEE pETAlL 1N THIS SHEE ' MIN COVER (TYP). ALL JOINTS RESTR. _ -? �,r-{2 �- _ _ L_ J L_ -J 0 REMOVE AND RELOCATE 1,1 I / �-- - 0•E• - - - - - - - - - Q - - - - CONST. 12"0 RSGV W/VALVE BOX ^' i f POT HOLING BY I.R.0 UTILITY D£PT. ,... LiftCONSTRUCT 20"W WET -TAB EXISTING FIRE HYDRANT / I G'ONSTRUCT 20 x8 WET vvvI f AND CONIC, VALVE PAD (TYP) %� INK OF 12 WM _14.79 _ - tjlwt* 279 _ / I A JUST VALVE` 80; LID TO MATCH00 + 00 _. ADJUST VALVE BOX LID TO MATCH I PROPOSED FINISHED GRADE AND I ' I 2 ?S -- ,.� PROPOSED FINISHED GRADE AND / I CONSTRUCT VALVE AD (TYP) CONSTRUCT VALVE PAD (TYP) XI ' 7so0274-1-00 I ' 277+00 _- ---.. -, .M STING ROAD i f 'IF i _. / I Q D 0„F*W m m rA L :,!► " ,- - - ,� - " _ _ ... - " I ._ _ _ ,._ - �. - I - - _...... - - - �..,... -10 FI111 OT/F4C-400PR .. — _ 1 !!� 17 FM— — .... 1 z FM— — — — — — — — 1-2 FM— 1 � FM-1 1 z FM— I— �l � � � W 6'x f a `x7' s Fo-► MANHOLE _ - - CONDUIT WI- J -FOC_ 2/CW ./ , - - ��"pVc covovT _. r or )j-ADJUST EXlSANG VALVE BOX UD \ ._ _ - -- `- . -- �` ALf— TO MATCH PROPOSED FINIS ED GRA I , - O.E. /3 J : _ - - :__ woo Tf0E — / AND CONSTRUCT VALVE PAD�(TYP.) EX/STrNG FPL HANOHOLE BY POLE ....,• r -- I "" NOTE: CENTLcR ONE F L LENGTH OF PIPE AT THE CROSSING PINT PUTTING 0 ._ -aT/floor- THE JOINTS OF THE C STNG LINES AS FAR AS POS ISLE FROM EACH OTHER fl EXISTING RIGHT-OF-WAY _ O.E. - - -O,E----------- - -- �� EXIS77NGRIGHT OF -WAY 1 E C' I I Cfi - - - -' - - - O.E. - - - - - - - � '\� > I7 � � t6� D.I.P. AND FITTINGS ' _ 120 D.I.P. AND FlTT7NG`S ! OT/FOC OOPR N , - - 3000 RCP DRAINAGE -' " o 30*0 RCP DRAINAGE -�--^-CONNECT TO EXISTING CONNECT TO EX/S17NG---� I I I CONNECT TO EXISTING T CONNECT TO X/STING --++- I I 16"0 WATER-MAW16"0 AA TER -YAW *s+•� 12"0 FORCE -MAIN _ _ 12 "0 FORCE -MAIN I 5'MiN. ` I Imo/ CONFLICT WITH 30" DRAINAGE PIPE 5M/N. 0 b7 5 MlN 5 Mi II \ ADJUST WATER --MAIN ELEVA170N 121MIN. I CONFLICT WITH JO" DRAIN E PIPE I SEE DETAIL F IN THIS SHEET 18"M/N ADJUST FORCE MAIN ELE 770N I " CONST 12"0 D.I. I a a E DETAIL L !N THIS S ET (.. CONST, 16 0 D.i.P. - FORCE -MAIN '�Ol t 13.00 I $q 0 12.50 07F CENTER ONE FULL LENGTH OF PIPE T THE C OSS/NG `� a t�J NOTE. CENTER ONE FULL LENGTH !�' PIPE AT THE CROSSING POINT PUTTING THE JOINTS OF THE CROSSING LINES -AI » „ E TA L AS FAR AS POSSIBLE FROM EACH OTHER E I E„ CONST. 1600 RESTRAINED Q L POINT PUTTING THE JOINTS THE ROSSlNG�UNES CONST. 12"0 RESTRAINED I 45BEND (TYR) IN. T.S) AS FAR AS POSSIBLE FROM EACH OTHER 45' BEND (TYP.) (N. T.S) PV/ STA = 273+00 PV1 REV = 19.60 120 18 16 14 120 D.I.P. AND FITTINGS EXIS T114G 2121 WATER _ Mg, T. 1I2N 12" F— CONFLICT WITH 30" L ADJUST FORGE -MAIN . l t"-t 77ON -'- - PV1 STA = 276+00 PV/ ELEV = 20.60 "x1.i� REDU ll __-_ __-__-_ --�'" #^T��(Y R l - - - ---- - -_ - ----- --- - ---- X�� � " - ---- - - a 161 141 12 z EX/ S T. 12" M. 12 --_ n EXIST, 20" M. J, G. V. opt +12. ao�A,�+�p sa t �rn �� N d `ate �� �°N °� �v�i r\oNa p of C bNS 7- i . 7 Z 0 D. f . P. cd '_3 o' N °j N EXI S T. - 9j O „X 16 ' TEE �' �' N � � � � °� � �. F RCE--MAIN �. ° 273++QD 274+00 _ 275+00 276+00 277+00 278+00 278+00 County Road 512 STA 273+00.00 to STA 279+00.00 SCALE: HORZ. 1 "-20' VERT. 1 "=2' DWG#9649FP,,?-- 1 _ g1VER MAM �/ A� S T'j�•�� T �T �'(�y� ,O T R INC.� � � UTILITY ADJUSTMENT PLAN "of I Title to WI documents which beer the cents In a 1Y1 C3►.J 1 JJ J. /JJ LI l M V LIE 1 1r 11 V �� . Re O Mastded l & e owner, r solc.ely ihesconnection with are DE$IQNE� rr 60' v� provided tha Any use o rreu reuse these - C.R.512 Improvements : :' ) �' CHECKED®Cdocuments or anyprohibited ro reproduction, dlspl n sale, orDAB C?NSULTING ENGINEERS ^' '-' othertelldisposition r, tcp rsuant to the by de anyone Mestdlar &Meier, Inc.I, pursuant to the Federal s Copyright Low.. CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 _ APP � _ scmiAS NOtED DESCRIPTION DR 1655 27th STREET, VERO BEACH, FLORIDA 32960 * * N0. DATE SHUTL/5 OF U13 REVISIONS (772) 567-5300 / FAX (772) 794--1106 �'LpRI�A _ ©2ao5, MASTELLER & MOLER, INC. INDIAN RIVER COUNTY PROJECT# 9611A STEPH EN E. MOLER, P.E. FL#31993 DWEW 9649 ¢MAtN o, SpNG sb pc$o R R�V���titi N PROPOSED GRADE ^ PROPOSED GRADE p apt pl,ptt5 02 0 0 02 , sx� 0.02 o.os o.02 +I 8000 P� 009, �y . 6PNp PtN TPNp �p,11. 10 GN�Et� ONA jlq .SON "m Jot P V.- g iREp� JER iREO G�'2NEp PtN ¢ Sao % S k6 6 t5 o5t6 ", 1000 D.I.P FORCE —MAIN �' � � 12"W 0 " gENppN TO o �Et N��RES�P .�{�R'� �r$`.•;:'; GON51A� 10 �p1N Cot fOR C OO sk AtNEO tip $ 8E tyOT 12,tRAN jolts �► �i'tN p t P ::> ` S�(t�"� tN �� O_ + oll,1N "� N DETAIL EXISTING 10" FORCEMAIN _/�j` '--' 12"li 0.1.P WATER -MAIN P� t�t0� pE�Ptt' *� 5�1)C'� 1 ".?* S �� '� �p0 p,j�vc, R N,T$ 3' MIN. U EX/STING 12*0 WAXRMA/N S !D GON . :: ;;? ":'j`� t t10 1 .. ,� FO ::::::: L 3 MIN, p ...:.:. $ tN `:, ? NSgR N g,r0 .... VERI7CA VERTICAL 5:•,•. : r�' St�o 8 "� , " " O 0 45' BENDS IN VERTICAL POSITION �o� III, `�Rt�Pt O�tPN 0NP4 oNsEst� �',��► SEE ��,� 40' 0 40' 80' 45' BENDS IN WR77CAL POSITION � 0W'CN R GA o" MANHOLE NOTESA,N� �oNc E��) po d p�eo) �N ........ ..:. :..:: / a, A-- nm �Es� ANpT�ts sN A�pp{Gr6 ::'. j r g GRAPHIC 1. REINFORCING AREA OF 0,20 SO. IN./FT, FOR WALL SECTION, MIN, TO ��TA1L A t1GT 1%ANNOG" 2. ALL CE ENT TO BE TYPE IMEET OR EXCEED A.S.T.M. A 1$Ei, (N.I..S) $� '(1� N" � / /0 / ° 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3.000 P.S.I. TO PO YE774YLENE (PE) PIPE SHALL COMPLY WITH GO �` w EE pE� r/ AL`� pN „� . t3q: STANDARD 410 MANHOLE MEET OR EXCEED A.S.T,M, C 478. VP (,5 �' Eta �4D (� AWWA SPECIFICA77ONS C 906-99 RATED 160 PSI /� aY AO ,� / RG "� OtN 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL MEETING REQUIREMENTS OF STANDARD DIMENSION eVF rW�/�" ® P /t%« JE ' fo / i� CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. ( ) THE JOINING METHOD SHALL 8E O R NT / /` J t. j5 N ✓ o 5. CONCRETE MANHOLES TO HAVE A MIN, WALL THICKNESS OF 6", RATIO SDR 11, PG5E IG �„+oy' / ! 110 EX / S1�CS 1 tN " 1r� 1210 GATE VALVE 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR THERMAL BUTT FUSION JOINTS PER AWWA C 906 PRO / a®P 0 ON o. r rk EPDXY AND TWO COATS OUTSIDE, (KOPPERS 300 OR EQUAL). ,SECTION 4-5-2 / q�z"� � .'' G°( 10 PA , � .:�yA / ��i► 12"s� WATERMA/N ---`,� 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. / (RU CR� '''` S. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. / DONS GON A. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP I "` Jf y p �O« / CONNECTION REQUIRED. "� / pIP� ,.-� �� " �,,,,. GE / TAP AND INSTALL t/2 NIP, 1 O, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL ro® Way "GRAIN �a•noN �. / / r-n y� AND 1/2"GA7F VALVE FOR USE STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE WITH METER OR SAMPUNG PURPOSES STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE ® r.""' (--aF 3� ��� IrT POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION TING RIGN ICT H/ITMR„tllal CIS sNE i-j f� /��4" ioE / / �f o DEBRIS FROM ENTERING THE WASTEWATER SYSTEM, EXIS C®NF IG WA1 / / 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN �.•�"" ADJu TAIL hz"''"'`' - � !n D,�TAIL »C" FLOOD ZONES. ,.� ....• " -� SEA OE r .�� -..• �- „�o °E An ♦ ,I,I (P (N. T.S) 12, NO, 40 BARS >i" O.G. EACH WAY IN SLAB (TOP AND BOTTOM). !'/� _ POND L! 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING v♦ �^ �� / / / ��j " AND EXITING MANHOLES. f ..-''� f ✓'r \ �Q / / 0 V 14.2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15.3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" _ ►^ AD" / / / d® SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. _ , 15. TRAFFIC BEARING LID ONLY. �% 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE m �- f-t + --'' __.r p �p«F'DRaI�vATION AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE �y,� '�. A IN DIRECTION AND 0,05 FEET FOR A STRAIGHT RUN, �1� F �_ ,..-� `--� � -_� EXIS'�NO R® ,,.- IC �M AT s~i.0� 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. .-, ..► ''t2"- - G' A �t0*0 ��ST FO SNEE../- 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO �° ®�2"LAM" -r J �� « SE PROFIL �-Wa`( THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE - E ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). "FM-- MANHOLE FRAME ee COVER � �"" ",..�►® �' -.". _ ~ '' ° �-'' U.S. FOUNDRY DWG. NO. 420A CUT CLASSIFICATION �^" ' �lOeFk�f 12">a D.I.P. AND F/TT/NGS HEIGHT C ��0"F _,-*,"+ris�w a_m _ _ " - LEVELING RINGS.mom SEE MANHOLE CONNECT TO EX/STTNG 12 WATER MAIN 2 COURSES MIN. O COURSES MAX.- EFFLUENT & i� O / INFLUENT DETAIL // o 3610 RCP QRA/NAGE io -��� OT FOC / FLEXIBLE PLASTIC GATE VALVE ....•+"'° RAM � K GASKET a o.E ,••••�" / / -... 2" GATE VALVE I " NOTE;° CENTER ONE FULL LENGTH OF PIPE AT THE CROSSING 5'MIN. 5'M/N. 4'-O" I.D. 2" HREADED f 8 � 0: POINT PUT77NG 7HE JOINTS OF 7HE CROSSING LINES 2 0 TAP W/ 8 A _ L 1$ MIN " ° G. AS FAR AS POSSIBLE FROM EACH OTHER. " LENGTH OF 2"¢ D.I. i CONST. 12*0 D.I.P. 1 O" 0 DIRECTIONAL 7 S Mom BORED FORCEMAIN ,� 10"0 DIRECTIONAL _ BORED FORCEMAIN WATER -MAIN 6" MIN. -" I"" EE PIPE PIPE 8.5Q] (rYP) OPENING INVERT ..,� CONST° 12 0 RESTRAINED DETAIL ^ ELEVATION SECTION A --A `,8 45' BEND (TYP.) � DATA (N. I. S) STANDARD 4' WIDE _ AIR RELIEF MANHOLE 26 26 24 SEE PIPE OPENING " DETAIL (FOR FIELD 24 FROM EDGE OF MANHOLE PROPOSED GRADELINE LT & RT\ INSTALLATION) MAY TO OUTSIDE OF BELL 22 BEPRECAST OR P.E. JOINT (TYP) 22 ---- - -- - ---_ - -- -- - -- - ------ --- -- - _ - _ --- --- --- - --- - ------------- ----- - ------ -- 10"O DIRECTIONAL 2® BOREDFORCEMAIN -- --- -_-- -- ----- ---�____� ___�- --___ _-_ __ ----- --•--___-___. _.- __-.----.---- ---__ --.__�__ _ _ ___ ____ - ---------------__. ___ _ ___ -____ ______- _ - _- .- _- - ------------� _- ______ _______-__—_._------------------_-___._-_------- - -- �/ PIPE TO MANHOLE CONNECTION -�.�- EXISTING GRADELINE AIR REL1 F MANHOLE TO BE NEOPRENE BOOT WITH 0..3%% STAINLESS STEEL ACCESSORIES 18 - - -- - " _.DIP AA AS MANUFACTURED BY V 18 KOR-N-SEAL OR APP. (FOR ., -- .,__ .� .. ...� ..--. ---- -�-- - -- _ _ -� _- _- - �__-u-- - PRECAST HOLES), , 6LEVATIQN EXISTING; ID"PY F RCE•`AtAIN -'" -- . 16 ' I P E JOIN DETAIL AT M A N H CQ L E 1 .+ -- _ __--- _� ____ — ___________-- ----__ -- - - -----_______-- ______,_____— __ _ _ _ _.._____----------- — ABANDON EXIS77NG 10"0 PVC NOTES I PP (MATE LOCA 77 FORCEMAIN (A R X N)' 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE - 14 TO MANHOLE CONNECTIONS 14 EXISTING 12.._TER. MAIN._{Atx Sdt@�L4CSI�tczct).- - - -- - - - -- ,., ,. , ABANDON EXIS77NG t 0*0 PVC � --�-.. �,�;1, �; -..: ; : 1 „�,',-'Ti � FORCEMAIN (Hatched area) ' 12 MANHOLE EFFLUENT . VWe ES!4g;vE koR DETAIL-..... ' .,{ ;._. f ;� :<: , • _ _---------_----_ INFLUENT � �- 12"MIN. � �*�•�. (N.T.S.) 1 CONSTRUCT 10"0 .D.P.E U.S.F. DWG. NO. 420A OR EQUAL %I t9,00 DIRECTIONAL BORED FORCEMAIN MANHOLE COVER. LETTERS" 22-3 4" " 8 w _ _.----..-.-------_.___-- CO1+tSIK _LQ".1�..� TRAINED -- ---__ _._---- NS7R. 10"0 D.I.P.-_ AND 12"fit PIPE MA RIAL BE IN -.-_-.----__ _...__.----.--_----_--------_--.------------.-_----_-----._..-.----8--- MARKED SANITARY SEWER*. � 2 W--_.___—._ —_ __ ___ —� _— ._—__-- _-- - _ —� — - -`- - 45' BEND (TYP,) RCE-MAIN AC�(SRC�ANCE W! AIVjVVWA Q t cr C906-99 FOR (PE) PRESSURE PIPE HO ZONTAL LENGTH g 10 MIN. O O Si_Q_YE_R 6 _-__- __-- _ _- _-_—_ 5' EACH SIDE OF DRAINAGE PIPE -- -_-- -_ -------_--____-- -_ - _ - - - -------_---_--.__-__---------_ _---------------- ---- - -- 0 0 22-15 18" I 20-5 8" A lxu tZT _ _ 4 "t• 00 I� tl') O !hMF�� LO O) ^� 00 N �O N h O eh O � I 24-3/4" - I 9 ITTS aTT0 cN c� O cryryo�� op T� I� TNT h ry°�� �F L(q� N y�(�� O� �^r� CO (^^ c!J '^^ '/^� "ry P " � V) V) M i 6 V) V J W W Cd ,i! W L0 ! Ld Do CONCEALED WATERTIGHT FRAME SECTION PICKHOLE NOTES 278#00 280+00 281+00 282t00 - 28c3+00 284+00 285+00 286+00 �28T 00 A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. STANDARD 4' WIDE County Road 5'12 STA 279+00.00 to STA 287+00.00 MANHOLE CASTING (N.T.S.) SCALE. HORZ. 1 "=40' VERT. 1 "=4' 0WG#9649FP3-- 1 c'�ry DRAWN gI y J'j,R "Title to WI documents which bear the copyright 5 � y_ _ UTILITY ADJUSTMENT PLAN of teller er & Mal., Inc. Is vested solely In G M MAS TE LLE R & MO LE R INC. �� Cod Nastellor & e ow Inc. These documents are provided to the owner 901e1y in connection with '- M this project. Any other use or reuse of these - CHECKED ✓,'.t !, N ®� d .. C.R., �`documents ar any reproduction, dls4on sale, ofCONSULTING ENGINEERS � apg other disposition of these documents by anyonenp�•f ¢is expressly ler. Inc. without consent of(,t P DATE c,a "°' 05�'-t � 512 mprovements Nostoller k Moler, Inc. pursuant to the Federal CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Low.'SCAM AS NOMIMv • •� � No. DAB DESCRIP'nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 Phase 3 sHEET U6 OF U13 REVISIONS (772) 567--5300 / FAX (772) 794-1106 OZORI0► INDIAN RIVER COUNTY — PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. STEPH EN E. MOLER, P.E. EL#33193 DWG NO g64q 0 I I 4I' OP ® � 40' 0 40' 80' NorE POLYETHYLENE (PE) PIPE SHALL COMPLY WITH /'. t "---.. AWWA SPECIFICATIONS C 906-99 RATED 160 PSI � <) I "'I GRAPHIC SCALE MEETING REQUIREMENTS OF STANDARD DIMENSION /- llll RATIO (SDR) 11. THE JQ/NING METHOD SHALL BE jy- THERMAL BUTT FUSION JOINTS PER AWWA C 906 ` �. L:J.� 1_ ►•1 ,SECAON 4-6-2 ' ®" ' •: ••• - -----;/ I,-*.. I ''� �—` o SrRucr 12" H®PE B�'f;IDC7E `` �"`"�'.,`'---`'�' `-�. ,," ^_ *...,.. ENS/ONA,L BORED t'/PE , '`�� - _` M'A IERMAtN STA. 294+84,32 (42.2J�'LT) - l r l CONSTRUCT t2"� HDPE PIPE . :�'.,-1,, "`�,���;c.,... ::: `� �*:::. ••.• ...... :. ...... �.�-_,__�---, _ _ `_, ��---� STA. 294-t-61.68 (42.25 RT) ` _ "" t�-Q.� DIMENSIONAL BOR D WATERMAtN' END BRrs{D�E STA. 297+26.65 2.2 T) \ /� _ --C-:':,I.—:1 I/ 1,1! :- ..N —: -.� t, ,,sq,�y, .,,,��-______ --�1 T "'�/ —^-� 1�. STA. .297+04.01 (42.25 RT) . ,� -- __ - - ::....... . �_ _ __ . .. .. ..,.... ,.-I. : /W 1�-,:rI� .� -,�- _. ...... _. ............... ...... ,,. _ �OI.- --. � - - _ - "*-+ At I :... _ tp , a ►: ....... .. l :.Q': 77NG ^^ �� � )--- . . :"tea ..... ..... . 1p a -- - ly V o. e k a, x N : -.4 o H •.:. :�`�" �-f `. cYi e d ^iik r �,� I",,1I \: I i ohvwnow ,,. P E,1 1I M,/ ,­�\ [�! �I .I .— .-I..J / !hSS:. ' ::' �...., •• :':�'...: )-. "1,- rl.1,1 I��..I' r, ` <a>rER rod \ . PIER": o+o .,,_ �.�'-I11� '/N•. ER. ' 7.ik. PCl %.1. 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C, J, F'. ' E 4ti Hi M I CONSULTING ENGINEERS j Z C . R . V ' other dispositon of these documents by anyone e n t S documents or any reproducitho t con, sale, or is expressly prohibited without consent of - _- � `- JJ-'sa � -T � U L v DATE B --05 Hosteller & Moles, Inc. pursuant to the Federal . CERTIFICATE OF AUTHORIZATION NUMBER 4204 • Phase 3 Copyright Low." ALE SCAS NOT�EO NO. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 SHEET U7 0ir U 13 ISIONS (772) 567— 5300 / FAX (772) 794--1106 ORITIN INDIAN RIVER COUNTY PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. ST E P H E N E. M O LE R, P.E. F L 3319 3 DWC NO 9649 REV FINISHED GRADE -- 6`0 D,I,P, AND FITTINGS - NOTE, CENTER ONE FULL LENGTH OF PIPE AT THE CROSSING POINT PUTTING THE JOINTS OF THE CROSSING LINES X MIN. AS FAR AS POSSIBLE FROM EACH OTHER. 40' 0 4®� 80� PROPOSED 5400 RCP COVER PROPOSED 48"0 RCP � CONNECT TO EXISTING - 6"Fs WATER MAIN _ - 4800 RCP DRAINAGE 54*0 RCS' DRAINAGE - CONNECT TO EXISTING 6"m WATER MAIN SCALE uA" �$"MIN, f 18"MIN. 9RAPHIC _ DETAIL DE Ago CONST. 610 D.I.P. WATER -MAIN 8,50 18" M/N. 'G u VERTICAL PROPOSED 12 D.t.P WA7ERMA/N CLEARANCE » u GQNST, 6 R1 RESTRAINED DETAIL H 45' BEND (TYP.) (N. T. S) y EXIS77NO RIGHT-OF-WAY Z BORED WATERMA/N CONSTRUCT 12*0 •D.P.E DiREC170NAL �`_ `` O.E. _ ` --_ - BEGIN 12"0 DIRECTIONAL BORED WATERMAIN CONSTRUCT CT 1210 45' BEND WITH RESTRAINED JOINTS ' -- - -- -- �- ADJUST HEIGHT OF Exisr. HYDRAN ® CONSTRUCT 12"0 D.GP WATER -MAIN CONFLICT WITH 48" AND 54" a DRAINAGE P/PE ADJUST WATER -MAIN ELEVATION W CONS TRUCT 12"sa BEND /N VERTICAL SEE DE7�4lL "H" 1N-Tl1S SHEET — _ T TRANSITIONAL T DIREC7701VAL BARE - - - 1� NOT O ABANDON-€XIS77NO 12"s� SEE DETAIL "A" IN THYS SHEET WATERMA/N (Hatched area) CONSTRUCT 12`0 45' BEND -- --- -- �- *+ ..................... . 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MEETING REQUIREMENTS OF STANDARD DIMENSION RATIO (SDR) 11, THE JOINING METHOD SHALL BE 12"0 GATE VALVE " f2 �► WAIERMA/N I'+► 8"� 45° B D THERMAL BUTT FUSION JO/N75 PER AWWA C 906 SECTION 4-5-2 u C STR CT 0 8 D / WR77CAL POSITION TO A S/77 !RE 770 AL BORED FORCEMAIN ALIGNMENT W �► CONSTRUCT WITH RESTRAINED JOINT CONSTRUCT 8"x1D" INCREASER " PROPOSED 8 0 D.I.P FORCEMAIN 18" MIN. VERTICAL CLEARANCE " " �(N.T F NIPP TAP AND INSTALL VALVE AND 1/2-GATE VALVE FOR USE WITH METER OR SAMPLING PURPOSES � Q�TAIL »Q„ (N. T, S) 26 24 w W LU Q .1 24 _ PROPOSED GRA LINE LT & RT , Q. (~jy S 4 4 2 - _ _ -__ s 4 ---- - _ -- - _- _ - -- ------ -------- - - -- 22 — _ -0.30q -- --,�' +0.2s% 20 +0.39% _20 EXISTING GRADELINE wN EXISTING 2" WATER MAIN (Approximate Location) 8 1 8 -1 wo 16 . , ..... - _ wwwwwwo AIR RELIEF MANH .�.. -....' ,�-, --4. Imo, „ ...�.. �.- - --- — - -- -- --- — --------------- - --- - - _ _ — _-- -------- 16 14 - ---- 14 12 e Locat/o .7_ ;. Xl,STI NO. 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CONSULTING ENGINEERS M _ IV �' o 66 nn� �` �., �� UTIL TY AD C, . . 512 US M J T E NT PLAN I—m--provements _ 'Title `f M tc le documents oMostollerf Hosteler & Ter, p ovitled to the aowner this project. Any documents or any other presp yitipr at is ex ressl oh(trited _ which bear tho olelycopyright Inc. These Inc. is vested solely in solely in connection documents with other use or reuse of these reproduction, display, sale, or these documents Dy gnyone without consent of _ DRAW G.J.F. S�,� - CHECKED M DATE •/ �T� CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 ` - •� � ';tOR10- INDIAN RIVER Phase 3 COUNTY- PROJECT# 9611A Mostdler dt Moler, Copyright lqw.• ©2005, MASTELLER Inc. pursuant to the Federal & MOLER, INC. - - �� AS WIMP NO. DATE DESCRIPTION DR/APP SHUT tJ8 OF U!3 REVISIONS STEPH EN E. MOLER, P.E. FL#33193 0XVG No g64q .---- ------ 12"0 D.I.P. AND FIT77NG1------ ------�-- 12'0 D.I.P. 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( t ... ., .. ... i .. 4 ., , .. t ... ,. ,.. z r .. , , r , , ;, t"' r • i , r +'L:, ( ' a:'..'k.i.:-i-': ., .. i. ., . r i . .. ,> r .. 1. ,. , y , � , F " a {, , rJ,3 •ii't j',"e nt, t S ,,.. .5 .. i .!. Y v S ,. , , ., Y• ., .. ,.. ., r .. 1. 3, !.L ..� 'err - - CONFLICT iM7N t,36" DRAINAGE PIPE Fib - ADJUST WATER -MAIN ELEVATION SEE DETAIL "K" IN 7HIS SHEET 00 324 CONFLICT iM7N 42" DRAINAGE PIPE .-'-- """"-32 r-7,7 _ �o% ADJUST WA7ER-MAIN ELEVA77ON _ ..�, .,_�--'- ". 2, +00 ----- _ ---`-- - �' - SWALE FADES OUT / f ---- �/ SEE DETAIL "J" IN THIS SHEET -- --- -� �. -- a ..rs Q� �� ,� n® ^n. d � �� -- �2*11 ��FL./�.I.�.• �� �� --42- �� �� .�204-0O w+-..i., �Z 111!!�' _ -'*2 �� �. -42M�•• �ZMLQ Vill —TIC 15 —•.w .w.s 2" t...�. e� .s '-42*wM- .g— wr.... ,..�.. �.— .. .. / �VVr/ ��• - " .. O W �.' ---�- — —T EXIS77NG ROAn 1 1 \ 90 . �, _,_,_ ,_,_„ � .� M _,_..^ � e � ....� ..,.e ^8 �,•..�„ .��. ,,.--g"FpF ,.... � r-._ .4 .,r.e. �. ,�...e... � ^_$ F1YF"- �-`8 fM- .e.,.--•.,..� °°^^^ �..• ...._ .._g"F�- _ •-- -$ Fkk^^�-.""�-" _ CONFLICT WITH 42" DRAINAGE PIPE _ _ _— �,... .t..,..�.: ,r...,. ,.,�. •- -- - -- - - ku Noll . . _ - ADJUST FORCE -MAIN ELEVATIN ,.,'"� ! SEE PROFILE SHEET BELOW _ - CONFLICT W17N J6" DRAINAGE PIPE ADJUST FORCE -MAIN ELEVATION SEE PROFILE SHEET BELOW W V - - OT/FOC /� �� 0T/FOC EXISTING RIGHT OF -WAY I` /FOC-� 100PR 44 \ i Z 30 N _ S 4' -�� - -__ — -_ _---- --- __� II --- cI S — ___ —_ - — -- - -- PROPOSED - -- - ----- - -- GRADEUNE LT ---------- -- ----. —EXISTING R7 - - -- GRADEUNE - ----____- �-- ---'�I- ' tI W Q J _ W - - -- --- --- ---- -- - --- --- - N --_� _22 — S _____--- N ------------ ------- 30 - __-- 6 4 28 2 24 - �_. a Q. — --- — -- ---- ---- -- A _ _ __ —0.2590 20 18 - --EX�$� `i 72" WATER MAIN C _ 10 D.GP. FITTINGS 18 - PMK OUS COCA 0 ExIST, 48"RCP (TO BE REMOVED) 14 x .EXISTING ,$ M iN. F RCE A 0 P77 Loc .... . _ --- f 1 EXIST. 8" PLUG VALVE -.. �.. -- �.r. rAwwAl�' 16 14 2 - :'�.,'°+� -�. lNV, =13.0 ------- - CONS'8 -- "--- tD D.I.P. MAIN :' Xis''' --- - ."�:. - �ma .a"�.. EXiS77NO 12" ATER MAW (A t.��•" mote Loco . ..,.,. ...:'_..,. --_— - - -- - 12 W - - - -` -- — - - ----- _ _--_ -- _ CONSTR. 8"� D.I.P FORCE -MAIN 10 8 -- - CONS 4b' B HORIZONTAL 5' EACH 8 0 RESTRAINS (Typ•)-"-- LENGTH = 10' M SiDE OF DRAINAGE f1 - IPE ♦50 --- - -`-- -- - - " 45' SEND (TYP.) 5 EACH SiDE OF - = t UK RAiNAGE PiPE 1O X - `2 Ri - --- -_ 8 �N 0; �^ t� � ao � �a�1r,21 CS N Oi �o o� rn o'`n o0 co o o`n vi o �i 00 ai � �`n cQ orn rn op I co`n 0) vi ,..,. 4 `in o rn N �o`n v r\� d o Q� o co 00 rn o r�"� co rn h coo a rn t�°4 o 0� N �� o rn �N cn"� v �� o 0� h c5 312+00 313+00 314+00 315+00 316+00 317+00 318+00 318+00 320+00 321+00 322+00 323+00 324+00 County Road 5'12 STA 31 1 +50.00 to STA 324+00.00 SCALE: HORZ, 1 "=40' VERT• 1 "=4' DWG# 9649FP5- 1 _ M MASTELLER 8c MQLER INC. ^� CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567--5300 / FAX (772) 794-1106 T �f 1�C(,R �� c® UTILITY ADJUSTMENT PLAN zor C f� O • � • -., � � ° Phase 3 ORIDA INDIAN RIVER COUNTY— PROJECT# 9611A "Title to all documents which bear the copyright of tellerler lerer. Inc. Isvestedsolely in re provided t &the owner solely �in�conection documents with this project. Any other use or reuse of these other disposition of these documents D anyone docur ler &M iy rInc. uctiva dito th Yule, al-DATEM Is expressly prohibited without consent of Mastdler @ Maier. Inc. pursuant to the Federal CopyrightLow.* ©2005, MASTELLER & MOLER, INC. -, ? DRAM G:�I F. . DESIGNED M�aC CHECKED s.E.rr p T � C G7 ka SCAM A� As Al NO. DATE DESCRIPTION DR/APP U9 OF Ul.� R E VI S.•._` I O N S STEPHEN E. MOLER, P.E. FL#33193 DAGSHE WGN4 g649 A n' ►n 00 pO N tl �� tt7� cC)� Opp �O R IN -jet `� r- JQ �JC� O �JCk p �JCI O OJQ aJ0" �J� ���' J �JCY pJC� �"!CL' -J(� ��.IC �O rnO �O N Ci N •. O N N A C) N N ,,� N O^ N O N N �,; N p N �, d N Ni ti N p NN N NN N .— NON NNtr7 N�� N Nh�7 N •-- NNIc) N •— N0.�u� s- N�� NN'* .- N M N on �- N( N O N NCO N •-. •— N^� N �- NOI� ' N NN ' NN N N N N _ N N N N N N N N NN NN NN NN NN NN NN 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+00 332+00 333+00 334+00 385+00 336+00 County Road 512 STA 324+00.00 to STA 366+50.00 SCALE: HORZ. 1 "=40' VERT. 1 "=4' DWG# 9649FP5-3 M MASTELLER & MO LER INC � • ENGINEERS ^� � +� Z RIvER co J�. _ • �: (/� .�CImprovementsIs UTILITY ADJUSTMENT PLAN 512 "Title to all documents which bear the copyright of Mesteller h Maier, Inc. is vested solely in Nastded & ow Inc, These documents ore prodded to thee owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, vole other di ogition of these documents b on naCONSULTING expressly prohibited without consent of oRAww nF r ........ CHE�(�a DATE Q,Q� c7 CERTIFICATE OF AUTHORIZATION NUMBER 42043Phase 1655 27th STREET, VERO BEACH, FLORIDAA 32960 � Hosteller do Moler, Inc. pursuant to the Federal Copyright Low. scnue AS NpT�D N0. DATE DESCRIP'nON DR I APP SHEET UlO Ui, STEPHEN E. MOLER, P.E. FL#33193 (772) 567--5300 / FAX (772) 794-1106 OR1DN INDIAN RIVER COUNTY PROJECT# 9611A ©2005, MASTELLER & MOLER, INC. DWG NO g64q REVISIONS 30 28 26 24 22 20 18 16 14 12 10 8 F& GRAPIC SCALE R' j E. a° � o � - InQ— --most- 24-00 343+00 �- W —42*VM- -+2"WM- --12*Wkt-- 'Wkt ovvkf- -t2 --t2#WM- -42 ADJUST EXIS77NC VALVE BOX LID TO MATCH PROPOSED FINISHEDGRA AND CONSTRUCT VALVE PAD (TYR) SV W FM- --VFW-- o.E. O.E. O.E. -O.E.- \-OTIFOC —OZ— O.E.— OTIFOO FIF] Z NORTH COUNTY I I r"N r"-% A r-N \ / PIZ, (z) 130 lin !to 28 II W LU 26 V) V� PROPOSED GRADELINE LT 4, 5: Q. CL MATCH TO EXISTING 24 0- PR -T-*--RT -rj%DEUNE— -GRADUWE-RT-,,, mwl� + I - — . -1,.- -0.,38X 22 I . ........... .................... ----------- EXISTING GRADEUNE 20 EXIS 12" WATER MAIN (Appoximate Location) 18 =:;77 Z7 �,77 77��-- 16 EXIST. 8" PLUG VALVE 14 12 10 -PI 8 Q M jQ: Cn R: f� C a fQz f-L C� Rz �k- --i Cc 0: R-- -Jac 0� R- C) --j 0: Q, -1 CL N fk- �Q- N� �o to to to Nato to N N0z to (N N 0) o N N NN NN NN NN NN NNCN I 397+00 CN .9098+00 339+00 340+00 341+00 342+00 343+00 344 County Road 512 STA 336-1-50.00 to END SCALE: HORZ. 1 "-40" VERT. 1 11--41 345-4-00 OWG# 9649FP5-4 "Title to oil documents which bear the copyright DRAW C.J.F. of Mosteller & Moler, Inc. is vested solely in DESIGNED /If. F. C. Mo M MASTELLER & MOLER, INC. UTILITY ADJUSTMENT PLAN $teller t & Moler, Inc, These documents are provided a the owner solely in connection with this pro*t. Any other use or reuse of these CHECKED documents or any reproduction, display, sale, or other disposition of these documents by anyone CONSULTING ENGINEERS e,—i C. R. 512 Improvements Is expressly prohibited without consent of DATE B-05 HM Mooteiler & MoIor, Inc. pursuant to the Federal Copyright Low. CERTIFICATE OF AUTHORIZATION NUMBER 4204 SCAM AS NO rC NO. DATE DESCRIP"nON DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 Phase 3 @2005, MASTELLER & MOLER, INC. SHUT Ull OF Uj REVISIONS (772) 567-5300 FAX (772) 794-1106 ORID INDIAN RIVER COUNTY- PROJECT# 9611A STEPHEN E. MOILER, P.E. FL#33193 DWG NO q64q I A V ELEVATION NOTES 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVES (SEE M-ll) 3, LOCATE MARKER RODS ARE TO BE PLACED IN ALL VALVE BOXES 4. SEE TRACER WIRE DETAIL. M-14 5, RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES, (SEE W-1) 5, REFLECTIVE MARKERS FOR, FIRE HYDRANT - BLUE WATER MAIN VALVE - WHITE FORCE MAIN VALVE - GREEN REUSE MAIN VALVE - PURPLE VALVE AND BOX DETAIL (N.T.S.) 1-1/ P, L❑CKING SERVICE LATERAL CURB STOPS METER BOX z (METER NOT SHOWN i" P,E, SERVICE— y LATERAL oD t- - CL 2, 13 - 00 De OL 2' -I- BRASS COMPRESSION WYE BRANCH 2' IN LINE DUAL BRASS L❑CKING CURB CHECK BY IRCDUS STOP WITH INTEGRAL PLAN VIEW METER COUPLING 2'0 PREPUNCHED CENTER HINGED OPENING HOLE FOR TOUCHTONE >_ (4%'x7'MIN) W/STAINLESS STEEL P METER LID o IY Q PROPERTY LINEMETER x Z BOX CSEE NOTE NO, 3) - w CU � . > 2- M U 1'(MIN) CUSTOMER ' PIPING (BY OTHERS) ELEVATION OCATE MARKER BALL (WATER) NOTES _ 1. METERS OVER 2' MUST BE APPROVED BY IRCDUS AND INSTALLED BY CONTRACTOR, 2. ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY IRCDUS. 3, MINIMUM SIZE [IF METER BOXES, V SERVICE (12' X 18% 1-1/2' AND 2' SERVICE (17' X 28'). 4, METERS GREATER THAN 2' SHALL BE COMPOUND METERS. REFER TO APPROVED MANUFACTURERS PRODUCT LIST, 5• TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. & LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE, METER BOX DETAIL (N.T.S.) FINISH GRADE INST. LOCATE MARKER BALLS EDGE OF ABOVE CORP STOP AT A LEVEL PAVEMENT HIGHER THAN THE LOCATE TAPE LOCATE TAPE —'`__, STRIP 4" (MIN) • �— CONTINUOUS #10 STRANDED COPPER TRACE WIRE ELATION -SERVICE DETAIL HALF HITCH AT ALL SERVICE TAPS, & EACH ENO OF ALL FITTINGS 4" MINIMUM PLAN VIEW 3 TWISTS MIN 2"0 TRACE WIRE HOUSING STEP 2 WITH CAP 5 WRAPS MIN 4 STEP 3 CONTINUOUS #10 STRANDED SOLDER COPPER TRACE WIRE fj STEP 4 HALF HITCH v HALF HITCH ON BEHIND EACH EACH SIDE OF MAIN LINE SPLICE DETAIL BELL ALL VALVES ELEVATION -VALVE BOX DETAIL NOTES 1. TRACE WIRE IS REQUIRED ON ALL PIPES. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE, 4, CONTRACTOR ALL SPLICECONNECTIONSEA ERTOBECONTINUITY HOSO DERED (50/50 ENTIRE THROUGHOUT ESINOJECT CORE)OF ALL TRACE WIRE. WRAP W/3 ALTERNATING LAYERS WE, COVER WITH WATERPROOFING COMPOUND AND HEAT SHRINK WRAP, 5, ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TRACE WIRE DETAILS (N.T.S.) TRENCH WIDTH MECHANICALLY TRENCH WIDTH 'W' + 4' MIN SAW EXISTING PAVEMENT SURFACE RESTORATION 6' EXISTING MIN BASE • '• ':' /e///i/if/if / 2 T (SEE NOTE 6) / > /f / / / / / REPLACEMENT a 6' (MAX) LAYERS OR LIMEROCK BASE j 'HER APPROVED METHOD IN 3 LIFTS AT I ACHIEVE 95% COMPACTION 98% M (U / VIMUM WATER LEVEL .I. 4' MAX DURING LAYERS -LOWABLE INVERT ,. -' INSTRUCTION 4. _ AT 95% 3/4' DIA BEDDING ROCK 12' 12, OR PEA ROCK WHERE r—� UNDISTURBED SOIL DE CONDITIONS REQUIRE TRENCH WIDTH 'W' ELEVATION NOTES 1• WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN, THK.) 4, COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 5 ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS/FDOT STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 7, TRENCH WIDTH 'W' = PIPE O•D, PLUS 2'-0., S. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN I.' BELOW SURFACE, TAPE TO BE MARKED -CAUTION WATER LINE BELOW', CAUTION, FORCE MAIN BELOW, OR 'CAUTION- REUSE WATER MAIN BELOW'. TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE• (SEE DETAIL M-10. 9, 95Y COMPACTION IN SHOULDER OF RIGHT OF WAY. (PAVED AREAS) TRENCH DETAIL (N.T.S.) METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY IRCDUS PPR❑VED METER BOXES 90° ANGLE LOCKING CURB STOP SHALL BE POLYMER Ld <TO ACCOMMODATE 5/8'x3/4' METER) ONCRETE & FIBERGLASS z 2'0 PREPUNCHED GORP2STOP 2' MOETERLE ORIDDDUCHTDNE w ROADWAY FINISH GRADE G- 2'-0' 2'-0' h // W I i\\ M � LINE DUAL CHECK BY IRCDUS LONG SERVICE METER (SEE NOTE 5) C CASING SLEEVE SHORT RACE WIRE WATER MAIN SERVICE —STAINLESS STEEL DOUBLE STRAP ELEVATION SERVICE SADDLE FOUR HYDRANT GUARDS AS REQ'D BY IRCDUS- M.J. 6' ANCHOR COUPLING SEE NOTE RBELOW) %� � MEGA -LUG RESTRAINT�� 90' e'- \\ %N✓�f OR EQUAL ,®f" In DETECTION TAPE (SEE NOTE NO 6) PROVIDE TRENCH SLOPE AS REQ'D PROVIDE TRENCH SLOPE AS REQ'D --GRADE M (SEE NOTE 4) Z 6' MAX LAYERS OR OTHER APPROVED MAINTAIN TRENCH w METHOD TO ACHIEVE WIDTH 2'-0' ABOVE a 95% COMPACTION TOP OF PIPE Q � N ?u MAXIMUM WATER 'I' 4' MAX LEVEL ALLOWABLE TNVFPT LAYERS DURING CONSTRUCTION 4' AT 95% 011 3/4' DIA BEDDING ROCK OR PEA ROCK WHERE 12' PIPE 12' CONDITIONS REQUIRE OD UNDISTURBED SOIL TRENCH WIDTH ,W, NOTES ELEVATION 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2• SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' BELOW SURFACE. TAPE TO BE MARKED -CAUTION: WATER LINE BELOW, CAUTION- FORCE MAIN BELOW', OR 'CAUTION, REUSE WATER MAIN BELOW', TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). 7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) TRENCH DETAIL (N.T.S.) 0 NOTES 1, SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 19' ON CENTER. 2• ALL SERVICES REQUIRE 36' MINIMUM COVER. 3. MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1', DUAL SERVICES SHALL BE A MINIMUM 1-1/2', TRIPLE SERVICES SHALL BE A MINIMUM 2' AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS, 4• 1' & 1-1/2' LONG SERVICES REQUIRE A 2' MINIMUM I•D, CASING PIPE. 2' LONG SERVICES REQUIRE A 3' MINIMUM I•D. CASING PIPE CASING PIPE SHALL BE SCHEDULE 40 P.V.C. 5. ALL METERS 2' OR SMALLER SHALL BE INSTALLED BY IRCDUS, REFER TO APPROVED MANUFACTURERS' PRODUCT LIST FOR METERS GREATER THAN 2'• 6,PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS, 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 8, TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 9. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL METER BOXES WITHIN 24' FROM SURFACE. 10, (2) TWO PREPUNCHED HOLES REQUIRED FOR 2' METERS. WATER SERVICE DETAIL (N.T.S.) TRAFFIC BEARING UTILITY METER BOX TO BE GRADE- BOX AND TOP WITH LIFTING USED FOR VENTILATION (SWALE) DEVICE IN TOP. IDENTIFY UTILITY 2'(MIN) GRADE <ROADWAY) .\ t GATE VALVE ANCHOR TEE FOR 6' Call :`..•- 48 hours before you dig in Florida / MECHANICAL JOINT 6'/GRAVEL OR AIR RELEASE t VARIES DRAINBOX MJ `6' (MIN) PLAN VIEW PPVI D AS VENTILATION A ROVED BY RC US WATER MAIN POLYETHYLENE TUBING PUMPER NOZZLE 4'-O'(MIN) FACING ROADWAY ACCESS �0 2' DIAMETE VALVE BOX CuSTAINLESS STEEL 2' DIAMETER GRADE NIPPLE ' .. STAINLESS STEEL NIPPLE Oe > N 2' STAINLESS STEEL ><.. M U 6'GATE VALVE >� `� >� DOUBLE STRAP f {f,' 2- CURB STOP C SERVICE SADDLE ® 6' DIP PIPE PROPOSED UTI LITY HORIZONTAL. & VERTICAL. SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER SANITARY SEWER (GRAVITY & F,M,) STORM SEWER ACCEPTABLE VARIANCES _ HORIZ, "" 5' C/C VERT, �► 18 1 S,+ HORIZ, 5' C/C VERT, 18" ,,_ 18A, HORIZ, lot 5' C/C VERT, 1$" _ 6, 1$ _. HORIZ. 10' — — VERT. 18,► .,. SEE GENERAL NOTES, NO.4 POTABLE WATER 3' 0/0 ._ RECLAIMED WATER 3' 0/0 10, 3, 0/3, .,,. SANITARY SEWER 31 0/0 GENERAL NOTES: 4) ACCEPTABLE VARIANCES, A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, 1> THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE AS DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION USED FOR AT LEAST OF THE PIPES. DUCTILE IRON OR S. CODE (F.A.C.) THESE SEPARATION REQUIREMENTS SHALL APPLY CONCRETE ENCASEMENT MUST USED UNTIL MINIMUM BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR CLEARANCE IS REGAINED, PROPOSED UTILITY LINES. B. WHERE IS' MINIMUM VERTICAL SEPARATION IS NOT 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED DUCTILE IRON OR ENCASED PIPE CENTERED AT THE BY F.A,C, 17-610• OTHER TYPES OF RECLAIMED WATER ARE POINT OF CROSSING. SPECIAL SUPPORT MAY BE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED F❑R REQUIRED• SANITARY SEWER SHALL APPLY, C. IF 36' MINIMUM DEPTH OF COVER IS NOT MAINTAINED, 3> ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE ❑UTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION REQUIRED. PRODUCING GREATER CLEARANCE SHALL BE USED. ;x C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT * 0/0 - DENOTES OUTSIDE OF PIPE TO ❑UTSIDE OF PIPE. WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE, UTILITY PIPE SEPARATION REQUIREMENTS (N.T.S.) _ —PRESSURE GAUGE <SEE W-12A 10) DOUBLE CHECK VALVE 2' GATE 2- SCH 40 ' Tee' VALVE CTY OR "Wye' <TYPJ 2' METER, _ w r £ v p ¢ O- �SADDLE ICE ono ti EXISTING GRADE > z E CORP P)STOP_% -� - DIRECTION OF FLOW TIE-IN VALVE TO BE CLOSED AND LOCKED Z2' SERVICE DOUBLE SADDLE SS (TYP) NEW WATER MAIN EXISTING WATER MAIN ELEVATION NOTES 1, TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2, ALL LINES TO BE FULL PIPE FLUSHED. 3, ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TEMPORARY JUMPER .CONNECTION (N,T,S.) NOTES 1. VALVES SHALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED TO ISOLATE ANY 2 RESIDENTIAL OR 1 COMMERCIAL BLOCK. 21 VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM, 3• A MIN, COVER OF 36' IS REQUIRED ABOVE BELL OF D.LP, AND P,V,C, PIPE. 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS INDICATING FIRE HYDRANTS, 5. PIPE INSTALLED UNDER PAVEMENT SHALL BE D.I.P„ AND SHALL EXTEND 5 FEET BEYOND EITHER SIDE OF PAVEMENT, P.V,C. MAY BE USED BELOW ENTRANCE ROADS AND PARKING LOTS, IF INSTALLED WITH A MINIMUM OF 42' COVER, 6. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 7, ALL LINES MINIMUM 10' OFFSET FROM BUILDINGS, 2'� TRACE WIRE H❑USING 24' X 24' X 6' THICK FIBERCRETE PAD AT EACH VALVE BOX (SHALL BE 36'x 36' IF LOCATED IN �I TRAFFIC WAY) NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER GREEN FOR FORCE MAINS PURPLE FOR REUSE WATER PLAN VIEW INDICATOR EXAMPLE 2• BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE) VALVE BOX PAD DETAIL_ (N.T.S.) MAIN SIZE JUMPER SIZE 4' 2" 6' 4// 8' 6/, W or LARGER 6" NOTES *I• WITH THE USE OF A 2' JUMPER, A CORPSTOP WITH SERVICE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION. PROCEEDURES FOR FILLING AND FLUSHING 1, FILL THROUGH BACKFLOW PREVENTOR. 2. FLUSH 8' AND SMALLER MAINS THROUGH BACKFLOW PREVENTOR, 3. FLUSH MAINS LARGER THAN 8' THROUGH NEW VALVE WITH AT LEAST 10 PSI DROP ACROSS VALVE AND MAINTAIN A MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. 4. ALL FILLING 8. FLUSHING SHALL BE CONDUCTED IN ACCORDANCE WITH IRCDUS SPECIFICATIONS AND IN THE PRESENCE OF THE IRCDUS AND ENGINEER OF RECORD, TEMPORARY JUMPER SCHEDULE A CORP❑RATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1' COPPER TUBING EXTENDING ABOVE THE GROUND, THE TUBING SHALL BE INSTALLED WITH A 180° BEND. V GATE VALVE 1" COPPER TUBING 4 GRADE CU > I U CORPORATION STOP WITH PLUG WHEN ABANDONED SERVICE (W-11(A>-NOTE 8) IT LU CONCRETE PROVIDE OFFSET WATER MAIN 11 IT'S the Uay*. \ \ \ DIRECT CONNECTION CUT OUT FOR ODNCHOR TYPE) Z F.H. �/\ (A 1--800-432-4770 6' <MIN) ELEVATION SODIISTURBED OF MAIN Sunshine State One Call of Florida, Inc, NOTES WATER MAIN ELEVATION 1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON VALVES SHALL PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 1/2 CUBIC YARD ELEVATION BE LOCATED _UTILITIES 2. fL OF THE PUMPER CONNECTION SHALL BE 18' MIN. ABOVE THE C 3/4' GRAVEL OR OF THE NEAREST ROADWAY OR FINISH GRADE, DRAIN ROCK WATER MAIN/WASTEWATER MAIN ADJACENT TO NOTES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION 3• ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, TEE FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY, CONTRACTOR IS To 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAIL BE UTILIZED IN LIEU OF ABOVE, NOTES IL FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE. CONTRACTOR SHALL 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE P 6, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, 1, TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED ❑F ALTERNATE MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTILITY COMPANIES AND MUNICIPAL 7 TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. RCDUTIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE INDICATE DISTANCE MATERIALS AS APPROVED BY IRCDUS, AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES, THE 8• ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL, CONTRACTOR SHALL NOTIFY, IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY ALL NUTS SHALL BE STAINLESS STEEL. 2• AIR RELEASE RISERS PLACED AT SUMMITS N IN BE IN A VERTICAL POSITION AND FROM RIGHT ❑F WAY THE SYSTEM. FOR DIRECTIONAL DRILLS, AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PROJECT, AND OF HIS % MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY DR CURB FACE (EXAMPLE AIR RELEASE VALVES TO BE PLACED ON EITHER SIDE OF THE <TYPJ (BACTERIOLOGICAL) OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY, MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) CROSSING• 0. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6' IN FRONT AND TO THE 3. SEE TRACER WIRE DETAIL. TEMPORARY SAMPLING SIDES OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO (� FIRE PREVENTION CODE 3-5,6, AIL \ RELEASE VALVE D ETA I L �'I R E HYDRANT DETAIL POINT N . T . S .) (BELOW GROUND —AUTOMATIC WATER/WASTEWATER) ) N.T.S. {N.T.S. %49MTAIL p DRAWN T.L.15. i`.IVER i POTABLE WATER DETAILS "Title to all documents which bear the copyright MASTELLER & MOLER, INC. �� "O M taller r 6c Molar, Inc. is seated adely in �+ �4 Mas ate r Mal Inc.IThese documents are DESIGNED „d.E.I t. provded to the owner solely in connection with CHECKED S.C_.M. C.R. 5 12 I—m--provements this project. Any other use or reuse of these in M Ay documents or any reproduction, display, sole, orCONSULTING ENGINEERS Z ®other espoeftpr prohibited these documents by anyone i•••1 is expressly prohibited without consent of -- •� ,mot- �d � I ' � �� _� .o DATE 8 -05 .. •� Masteller & Molar, Inc. pursuant to the Federal - T � CERTIFICATE OF AUTHORIZATION NUMBER 4204 Phase 3 Copyright Low." * .• ., � * SCALE AS NOTE-0 No. DATE DESCRIPTION DR/APP 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 ORIDIN INDIAN RIVER COUNTY - PROJECT NO. 9611A ©2005, MASTELLER & MOILER, INC. STE P H N E. M O LE R,HEET UI2 cw 89 R E V I S I CJ N S P.E.P. E F L# 3 319 3 DWG NO g64q 1 UTILITIES NOTE, 1. POTABLE WATER AND SANITARY SEWER SOURCE IS INDIAN RIVER COUNTY UTILITIES, 2. THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER AT (772-)567-5300 AND UTILITIES DEPARTMENT AT (772)567-8000 A MINIMUM OF (45) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION, 3. ALL PVC PIPE 4" OR GREATER FOR WATER MAINS SHALL Be THICKNESS CLASS DR-18 MEETING AWWA Cg00 AND SHALL Be BLUE OR APPROVED EQUAL. 4. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL Be THICKNESS CLASS SDR-21 MEETING ASTM P2241 AND SHALL BE BLUE OR APPROVED EQUAL. 5. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 150/A 21.51-g1 OR LATEST REVISION, 6. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR-26 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 7, ALL PVC PIPE FOR SEWAGE FORCE MAIN 4" - 12" DIAMETER SHALL Be OR-26 AND SHALL BE BROWN OR GREEN OR APPROVED EQUAL, 8, ALL PVC PIPE FOR REUSE FORCE MAIN 4' - 12' DIAMETER SHALL BE DR-26 AND SHALL BE PURPLE OR APPROVED EQUAL. q. THE CONTRACTOR SHALL VERFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 10. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL Be SUBJECT TO THE APPROVAL OF INDIAN RIVER COUNTY UTILITIES. AII. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE UTILITY OWNER OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. 12. ALL DIMENSIONS MUST Be VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY, 13. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 14. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER & WASTEWATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS, 15. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 16. CONTRACTOR 15 ADVISED TO FAMILIARIZE- HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 17. WATER MAW AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 18. ALL WORK SHALL BE COMPLETED IN CONFORMANCE A$ APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION AND THE STANDARDS OF THE UTILITY OWNER, Iq. WATERMAIN & FORCEMAIN PIPES INSTALLED UNDER PAVEMENT SHALL BE D.I.P. WITH 36' MIN. COVER (42' MIN. COVER FOR P.V.C. PIPE ) . 20, BENDS SHALL BE INSTALLER ON WATER MAINS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 21. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE UTILITY OWNER. SHOP DRAWINGS FOR ALL SEWER AND WATER APPURTENANCES SHALL Be SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 22. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TV/INFILTRATION/EXFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER, ENGINEER AND UTILITY OWNER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 23. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MAINS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL Be APPROVED BY THE OWNER AND/OR UTILITY PRIOR TO SUBMISSION, 24. WATER MAINS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION, 25. IT SHALL Be THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF Q ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION M OF SAID CHANGE QR DEVIATION, 26. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 27. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUReP BY APPLICABLE PLUMBING CODES. 25, THE CONTRACTOR SHALL OBTAIN A CURRENT COPY OF THE UTILITY OWNER CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION FACILITIES PRIOR TO BIDDING THE UTILITY WORK, IN THE EVENT THAT THERE - IS THE UTILITY'S SPECIFICATIONS SHALL SUPERSEDE. 2q. TRACE WIRE SHALL Be INSTALLED OVER ALL WATER MAINS AND SEWAGE FORCE MAINS, ##10 MULTIPLE -STRAND CONDUCTOR COPPER TRACE WIRE SHALL Be AFFIXED TO THE TOP OF PIPE. .SEE TRACE WIRE DETAIL FOR SPECIFICATIONS, 30, USE POTABLE WATER FOR PRESSURE TE5TS. 31. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE, 32, FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 100 PSI, 33. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA-C651 SPECIFICATIONS, ADEQUATE SAMPLING TAPS SHALL Be PROVIDED BY THE CONTRACTOR THROUGHOUT THE SYSTEM, AT LOCATIONS REMOTE FROM POINT OF DISINFECTION. CHLORINE SOLUTION SHALL BE PUMPED INTO THE WATER SYSTEM TO PROVIDE A MINIMUM RESIDUAL OF 50 MGL AFTER A (24) HOUR RETENTIONPERIOD, THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL Be PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO (2) CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO THE ENGINEER. FOLLOWING (2) SUCCESSFUL DISINFECTIONS, IF THE SYSTEM PRESSURE DROPS, THE - WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDER PERMIT REQUIREMENTS. 34. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION AS ACCEPTABLE TO UTILITY OWNER, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 FOR DIP AND AWWA C005 FOR PVC, WHERE: L = LEAKAGE ALLOWABLE (GPH) L = NOP N = NUMBER OF JOINTS 7400 D = NOMINAL DIAMETER (INCHES) P = AVERAGE PRESSURE (PSI) PRESSURE TESTING FOR PVC PIPE SHALL Be BASED ON AWWA STANDARD C605, 35. THE BACKFILL OVER ANY WATER MAIN, FORCE MAIN AND SANITARY SEWER THAT IS TO BE INSTALLED UNDER PAVING, IS TO BE COMPACTED IN 12" LIFTS MAXIMUM TO A MINIMUM OF q5% MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 400' INTERVALS AT HIS EXPENSE BASED ON AASHTO T-150 SPECIFICATIONS. c36, WATER MAINS SHALL Be LAID AT LEAST 10 FEET (EDGE TO EDGE) FROM ANY EXISTING OR PROPOSED STORM SEWER, SANITARY SEWER, OR SANITARY SEWER FORCE MAIN, WATER MAINS CROSSING SEWERS SHALL BE LAID TOR PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES. WATER MAINS SHALL NEITHER PASS THROUGH NOR CONTACT SEWER MANHOLES. WHERE SEWERS ARE BEING INSTALLED AND THE ABOVE REQUIREMENTS CANNOT BE MET, THE SEWER MATERIALS SHALL Be, AT THE APPROVAL OF THE REVIEWING AUTHORITY, AWWA-GRADE PIPE 150 PSI -RATED (OR EQUIVALENT) AND SHALLBE PRESSURE TESTED TO ENSURE WATER TIGHTNE55. I. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.G. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER, NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING AND EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREP✓rRABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NO. I DATE DESCRIPTION DR/APP REVISIONS 2 F-DEP SEPARATION NOTES (OOP AT THE UTILITY CROSSING DESCRIBED ABOVE, ON FULL LENGTH OF WATER MAIN PIPE SHALL Be CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWER, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. NOTE: PLEASE NOTE IN THE EVENT THAT F.D.e.P. AND INDIAN RIVER COUNTY STANDARDS CONFLICT, THE MORE STRINGENT STANDARD SHALL APPLY, Call 48 hours before you dig in Florida Q j"� Ifs the Law! 1-800-42-4770 Sunshine State One Call of Florida, Inc. UTILITIES LOCATION OF UTILITIES SHOWN ON THESE PLANS ARE PLOTTED FROM INFORMATION FURNISHED BY UTILITY COMPANIES AND ARE APPROXIMATE ONLY. CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH, AND VERIFY CONDITIONS AT SITE, CONTRACTOR SHALL MAKE DILIGENT INQUIRY AT THE OFFICE OF THE UTIUTY COMPANIES AND MUNICIPAL AUTHORITIES TO DETERMINE THE EXACT LOCATION OF UTILITY STRUCTURES. THE CONTRACTOR SHALL NOTIFY. IN WRITING, THE UTILITY COMPANIES, MUNICIPALITY AND OWNERS INVOLVED OF THE NATURE AND SCOPE OF THE PRO,1ECT. AND OF HIS OPERATIONS THAT AFFECT THEIR FACILITIES OF PROPERTY. SEE PIPE ❑PENIN DETAIL (S-10) T. 3/4' ROCK (20' UPSTREAM) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH 3/4' ROCK STAINLESS STEEL ACCESSORIES (20' D❑WNSTREAM) FILL CONCRETE OR BRICK W/TYPE I CEMENT MORTAR ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 3. 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE, MANHOLE EFFLUENT & INFLUENT FINISH GRADE OR ASPHALT PAVEMENT ASPHALT PAVEMENT 52 FORCE MAIN THREADED CAP I.,, CUT HOLE (PRESSURE STADu ESS STEEL TEST PRYOR TO STRAPS SEALING WITH I NON -SHRINK GROUT). GRAVITY SEWER STANDARD LONG :. RADIUS ELBOW 6' MIN. i l~•�,'X`,'r :• f •a; ::ti ;�; •;,.':y! (TYP.) NOTES 1, SEE MANHOLE NOTES ON DRAWING NO, S-4, 2. SEE PIPE OPENING DETAIL DRAWING NO, S-10, 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO, S-11, 4. 2' WIDE STAINLESS STEEL STRAPS WITH 4' LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. 5. MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). FORCE MAIN TIE --IN r 4 RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER PIPE DIAMETER (INCHES) D. T, P, P, V, C, PIPE DIAMETER (INCHES) 906 450 22 '/2 11 1/4° 90° 45° 22 1/2 11 '/° 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15' 10, 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10, 5' 55' 25' 15' 10, 4" 40' 0 0 0 0 0 0 0 0 0 6" 55' 25' 10' 5' 80' 35' 20' 10' 6" 50' 45' 0 0 0 0 0 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 0 10" 80, 35, 20, 10, 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10' 130' 55' 30' 15' 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 1.55' 150' 140' 135' 120' 90' 50' 0 0 30" 190' 80' 40' 20' 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105` 48" 260' 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' RESTRAINED LENGTHS FOR DEAD ENDS AND BRANCHES FROM TEES SHALL BE THE SAME AS FOR 900 BENDS LENGTH OF RESTRAINED JOINT FOR LARGER DIAMETER PIPE SCHEDULE AND NOTES (N.T.S.) SEE PIPE OPENING -- DETAIL (S-10) MANHOLE NOTES ELEVATION 1. REINFORCING AREA OF 0.20 SQ, IN,/FT. FOR WALL SECTION, MINIMUM TO +r- MEET OR EXCEED A,S•T.M, A 185. ,,,... ;..•.. ,, ,; 2. ALL CEMENT TO BE TYPE I. 3/4'ROCK 3, ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 R&L TO (20' UPSTREAM) MEET OR EXCEED ASTM. C 47& FILL CONCRETE OR PIPE T❑ MANH❑LE CONNECTION 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL 7 r3/4'CK BRICK W/TYPE I TO BE NEOPRENE BOOT WITH CONCRETE FINISHED SMOOTH WETH STEEL TROWEL, (20' DOWNSTREAM) CEMENT MORTAR STAINLESS STEEL ACCESSORIES 5• CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8'. PIPE JOINT DETAIL AT MANHOLE 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE, (KOPPERS 300 OR EQUAL), NOTE 7, CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T,V, CAMERA. 1, PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS 2, ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8, ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 3• 3/4' ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP MANHOLE EFFLUENT CONNECTION REQUIRED. 8c 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL INFLUENT (N.T.S.) STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING, THE CONTRACTOR SHALL TAKE 22-15/16' POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION MANHOLE COVER - DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. ' LETTERS TO BE MARKED -5/ 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN ❑ 'SANETARY SEWERFLOOD ZONES. �+ 22-3-/4'12• NO, 40 BARS 9' O.C, EACH WAY IN SLAB (TOP AND BOTTOM), I i p7' 13, SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES, ❑ ❑ 14. 2 COURSES MINIMUM, 6 COURSES MAXIMUM BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. COVER - SECTION 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED AS REQUIRED BY IRCDUS. 24-3/4' 16. TRAFFIC BEARING LID ONLY, CONCEALED WATERTIGHT 3'-O' 17, SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE PLAN VIEW WATERTIGHT BOOT RAIN AN INVERT ELEVATION DIFFERENTIAL OF 0,1 FEET FOR A CHANGE NOTES PICKHOLE GUARD FRAME - SECTION IN DIRECTION AND 0,05 FEET FOR A STRAIGHT RUN. L A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS AND 18, A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' APPROVED BY INDIAN RIVER COUNTY, PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS, 2• ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. S TA N D A R D MANHOLE 19• MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS (^ APPROVED MANUFACTURERS' PRODUCT LIST FIBERGLASS LINERS SHALL BE C A S T I N V ( ) INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. N.T.S. 6' CAP 2`-O'(MIN) z z -' �OF ROAD CROWN -' I}- ELEVATION OF ROAD >- De I Wwo LJ ID a� CU Ooe CL MINIMUM SLOPE 1/4' PER FT °- USE GREATER SLOPE M WHERE POSSIBLE I 6'x4' WYE DEPTH TO BE (TURNED 90' MARKER BALL TAPED-J DETERMINED IN THE FOR CLARITY) ELEVATION TO 6x4 WYE (TYP) FIELD AS REQUIRED TO AVOID UTILITIES (TYP) DOUBLE SERVICE SINGLE SERVICE TYPICAL 6' TYPICAL STANDARD 'Y' BRANCHES TO BE LOCATED IN THE FIELD - LJ INSTALLED PLUG RAP WIT I (TYP) DETECTION TAPE r 6' I aw PROPERTY _ . BENDS AS Oe LINE _ A REQUIRED a �6' COMMERCIAL (4' RESIDENTIAL) _E3F SEWER MAIN TO BE DOUBLE 'Y' COMMERCIAL ON �OF STREET UNLESS 46'x4' 'Y' RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS NOTE PLAN VIEW 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS, 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 4. MARKER BALLS TO BE TAPED TO 6'x4' 24' BELOW FINISHED GRADE. 5• HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR TO CONNECTION. (,, HALLOW 5EWER) STANDARD LATERAL (N.T.S.) MASTELLER & MOLER, INC. CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 MANHOLE FRAME•-\ AND COVER CONCENTRIC-\ CONE SEE PIPE OPENIN DETAIL (S-10) FILL CONCRETE - OR BRICK W/TYPE I CEMENT MORTAR 4'-0' ID r 6'-4' ❑D ELEVATION SECTION A -A 5 FINISH GRADE z LEVELING RINGS ,n C3 2 COURSES (MIN) X 6 COURSES (MAX) Q � U TRACE �j L WIRE N Q w (J� Ck� 1- SEE MANHOLE m EFFLUENT & > U INFLUENT DETA INVERT r�/ PIPE 8' TO BE USED WHEN CUT CLASSIFICATION IS 6'-0' OR LESS NOTES 6- 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 2. SEE STANDARD MANHOLE CASTING DRAWING NO, S-3 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 4. SEE MANHOLE EFFLUENT S. INFLUENT DETAIL DRAWING NO. S-11 PLAN VIEW STANDARD SHALLOW MANMOL_E (N.T.S.) DETECTION TAPE (SEE NOTE NO 6) PROVIDE TRENCH - SLOPE AS RELIT <SEE NOTE 4) MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE 0 (V MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION 3/4' DIA BEDDING ROCK PROVIDE TRENCH SLOPE AS REQ'D GRADE (U i 6' MAX LAYERS OR OTHER APPROVED w METHOD TO ACHIEVE 95% COMPACTION m (U 4' MAX wvERi 1�► LAYERS • � ilil AT 95"/. OR PEA ROCK WHERE 12' 1 PIPE 1 12' v N_ OD UNDISTURBED CONDITIONS REQUIRE SOIL TRENCH WIDTH ,w, NOTES ELEVATION 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180• 4• MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 5. TRENCH WIDTH 'W' = PIPE D.D. PLUS 2'-0', 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V BELOW SURFACE. TAPE TO BE MARKED -CAUTION, WATER LINE BELOW', CAUTION- FORCE MAIN BELOW', OR 'CAUTION: REUSE WATER MAIN BELOW', TRACE WIRE SHALL BE USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14). 7• ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) TRENCH DETAIL (N.T.S.) A PLASTIC GASKET CUT CLASSIFICATION HEIGHT 24 3/ 8r 4'-0' ID OR T-0' ID s MANHOLE FRAME & COVER LEVELING RINGS e COURSES (M[N) Ld o SEE MANHOLE - 6 COURSES (MAX) z EFFLUENT & zxI INFLUENT DETAI C3cz L7 � q AA o 0 �r ;n ck o L4 ❑ z 6 _% A W ni TRACE -" WIRE 6` MIN -+•I - (TYP) PIPE INVERT FILL CONCRETE OR BRICK W/TYPE I SEE PIPE OPENING IL <S-10) CEMENT MORTAR DETA a ELEVATION PLAN VIEW SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6`0' NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4, 2• SEE STANDARD MANHOLE CASTING DRAWING NO, S-3, 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO, S-11, 5• USE 5'-0' I.D. MANHOLE AS DIRECTED BY THE IRCDUS. STANDARD DEEP MANHOLE (N.T.S.) TRENCH WIDTH MECHANICALLY TRENCH WIDTH 'W' + 4�MIN SAW EXISTING PAVEMENT SURFACE RESTORATION EXISTING 6' MIN BASE (SEE NOTE 6) ////// ////// / REPLACEMENT a 6' (MAX) LAYERS OR LIMEROCK BASE J OTHER APPROVED METHOD IN 3 LIFTS AT U TO ACHIEVE 95% COMPACTION 987 zoo cu MAXIMUM WATER LEVEL .1. ° ° --.- �1T - 4' MAX LAYERS ALLOWABLE DURING INVERT CONSTRUCTION �. - - AT 95% } 3/4' DIA BEDDING ROCK 12' PIPE 12, OR PEA ROCK WHEREi I UNDISTURBED SOIL CONDITIONS REQUIRE OD TRENCH WIDTH w' ELEVATION NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THKJ 4, COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180, 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH IN➢IAN RIVER COUNTY PUBLIC WORKS/FDOT STANDARDS, 6• MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 7. TRENCH WIDTH 'W' = PIPE Q.A. PLUS 2'-0'• 8, 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN V BELOW SURFACE. TAPE TO BE MARKED -CAUTION, WATER LINE BELOW', CAUTION, FORCE MAIN BELOW, OR 'CAUTIONS REUSE WATER MAIN BELOW', TRACE WIRE SHALL BE USED CONTENUOSLY ON ALL PIPE (SEE DETAIL M-14X 9. 95% COMPACTION IN SHOULDER OF RIGHT OF WAY. (PAVED AREAS) TRENCH DETAIL (N.T.S.)I I o ASBULL I W PLIJU NOTEI A MINIMUM TEXT SIZE o STA. 0+00 24" X 24" X 6" THICK CONCRETE 8 + b T.O.P. EL. 4.63 1/8' SHALL BE REQUIRED GRADE OBSTRUCTION-�� �•-- 36' (MIN) PAR AT EACH VALVE BOX WITH (1) Z a ASBUILT 8' P.V.,R-6 TURNS ON ALL ASBUILT SURVEY'S - NO. 3 0 CONTINUOUS. (SHALL _ COVER BE 36" X 36" IF LOCATED IN PRM STA. 0+37 [\IT- „ �. T.O.P. EL, 4.40 i TRAFFIC WAY.) R/W PRESSURE MAIN TIE BEGINNING AND END OF �, ASBUILT 8' 90' BEND RESTRAINED CONSTRUCTION INTO EXISTNG STA. 0+62 JOINTS - NONUMENT WITH KNOWN 45* OR 22 1/ 2 STATE PLANE COORDINATE T.O.P, EL. 4.4.E BENDS CM,JJ AND SHOV ON ASBUILTS. ASBUILT 8' FORCE MAIN ENCASE AS REQ'D PAVEMENT +o ASBUILT 8' 22 112' BEND SPECIAL UTILITY CROSSING -FITTING TYPE Fall, UNDER W.Y. °� STA. l+ 15 ELEVATION W/ENCASEMENT ++ T.O.R EL. 4.89 STA. 128+18 (18' L) 8' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. wM. T.O.P. EL. 6.44 h ASBUILT 8' 22 1/2°BEND F.Y.. UNDER SAN, S. �IF MINIMUM CLEARANCE CANNOT BE OBTAINED, DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT AIR RELEASE STA. 1+22 F.Y. T.O.P. EL. 5.50 IS REQUIRED (SEE NOTE 5A) NOTES VALVE OVER W,M. T.O.P. EL. 6.62 SAN. S.T.O.P. EL. 6.40 STA. 71-38 ASBUILT A.R.V. TAP W.M. T.O.P. EL, 6,43 STA. 1+28 ASBUILT 8' SLEEVE GRADE 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER STA. 12R.85 (18' LEFT) 4WWOBSTRUCTION SLOPE TO AND YELLOW FOR FORCE MAINS. 3' RV, T.O.P. EL. 5.3E �j(1 36' (MIN) COVER --'- AND R-l/4 TURN CORNER VALVE BOX PAD D ETA I L- q _ - OF BLDG.- SEE NOTE NO, 2 PRESSURE MAIN - STA. 2+76 x FOR ACCEPTABLE - ..-� F.M. UNDER TEL. R/W e N I- DEFLECTION -.- CENTER A FULL LENGTH OF PIPE (N.T.S.) F.M. T.O.P. EL. 5.85 ro (, TO TEL. EL. 6.25 w b c a ENCASE AS REO'D AT THE POINT OF CROSSING a' 6 OFF STANDARD ITI ITY .ROSSINIQ - D F TYPEH TE H.P. ELEV. OF FILL CONCRETE SPACE AROUND OUTSIDE OF PIP R/W PROP. LINE 25' ELEVATION TO BE SAME AS O.D. OF PIPE SHALL BE COMPLETELY FILLED 3+0 T m NOTES WITH NON -SHRINK GROUT, T T 1, THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE• ONLY UNDER SPECIFIC REMO VE CONCRETE AND BEND EXPOSED EXISTING REINFORCING 121+00 122+00 123+00 PR'1 ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED. STEEL AROUND OUTSIDE OF 2• CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION• PIPE• CF❑R FIELD {}-- 8' SAN• S. ASBUILT 8 P.V„ 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM) INSTALLATION) PIPE TO (EXISTING) R-4 TURNS 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. MANHOLE CONNECTION TO BE STA. 122+74 " a •O ° ° NEOPRENE BOOT WITH TO,P. EL. 4.40 WSA. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS NOTES E S LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER LINE CROSSING WITH A fP a STAINLESS STEEL ACCESSORIES 1, ITALALICIZED PRINTING,, SHOWN ABOVE, REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE a •• LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE PRINT OF CROSSING, SD AS TO LOCATE JOINTS AS MANUFACTURED BY ENGINEER OF RECORD TO IRCDUS ON REPRODUCIBLE (MYLAR) ASBUILT SURVEY DRAWINGS,; ORIGINAL ASBUILT AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. KOR-N-SEAL INC, (FOR PRECAST SURVEY'S TO BE SIGNED, SEALED AND DATED. AN ELECTRONIC COPY OF SURVEY DRAWINGS SHALL 5B, ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION REQUIREMENTS BE WAIVED AND 4 HOLES) ALSO BE PROVIDED ON A CD IN AUTOCAD 2000 FORMAT OR LATEST VERSION. ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND FORCE MAINS. 1-MIN. 3" 2, BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 6, SEE TRACER WIRE DETAIL. M-14. 3, TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL PIPE OPENING = PIPE O.D. + 6" 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND 5/ 8 PIPE O.D. 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 8, ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO ELEVATION 6, ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE• EXISTING UTILITY LINES SHALL BE FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES, CABLE LINES, SHOWN WITH A THIN DASHED LINE. IRRIGATION MAINS, ETC.) 7, ALL COMMERCIAL AND SINGLE FAMILY RESIDENCE PROJECTS MUST HAVE PARCEL ID t# INDICATED IN PLAN. (EXAMPL E ) ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE PIPEOPENING D ETAI L BANKS OF ANY BODIES OF WATER (I.E STORMWATER PONDS, CANALS, ETC.) AS---- .BUILT DRAWING UTILITY CROSSINGS DETAIL_ (N.T.S.) (N.T.S.) T . S .) N . T . S . g6a�ETAL _ Tl.a SANITARY SEWER DETAILS !Improve-m--.ents C.R.52 "TIOe to all documents which bear the copyright of Mastdler & Mder, Inc. is vested adeiy in Masteller & Mder, Inc. These documents are provided to the owner solely in connection with this Project. Any other use or reuse of these or any reproduction, disploy, sale, or other dfapos[tion of these dommenta by anyone is expressly prohibited without consent of Masteiler & Maier, Inc. pursuant to the Federal Cop)rght Low.' ._: _ DESIG DESK CHECKI Qdocuments DATE $.,.,.0 Phase 3 INDIAN RIVER COUNTY - PROJECT NO.9611A ©2005, MASTELLER & MOLER, INC. SCALE AS NOTED SHEET U13 of 8q ST E P H E N E . M O LE R, P.E. FL#331931 DWG NO 964q