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2009 Powerline Road (Main St to 512) Preliminary Construction Plans (Box 27 #142)
Subject:. _ X Agenda No. , Powe ine Road Update — Masteller & Moler Department Origin: City Manager Finance: ' A ro or�Submittal by: City Attorney: r� City Clerk: I i n , City Manager Date Submitted: 8 DEC 10 Council Date: 15 DEC 10 XPENDITURE REQUIRED: AMOUNT BUDGETED: APPROPRIATION REQUIRED: None at This Time $1.161.250 N/A $949,517.90 — Construction $211,732.1 -Desi n/Permittin SUMMARY On Wednesday, November 10, 2010, the City of Sebastian and Masteller & Moler Engineering conducted a Public Information Workshop to inform the community about construction plans which aim to build Powerline Road from Main Street to Sebastian Boulevard (C.R. 512). Approximately 10 people from the community attended the workshop. i i The project is 90% design complete. Staff now seeks authority from Council to begin the next phase of the project — construction bidding, followed by road construction. Should Council provide authority to move forward, below is a timetable for project execution, ITEM I ESTIMATED DATE Let Bids Bid Deadline Contract Award (City Council) Notice to Proceed End Construction 10 January 11 16 February 11 23 March 11 — City Council Meeting 15 April 11 Mid August 11 As discussed by Council and staff in the past, several reasons exist to construct Powerline Road. These reasons include: ✓ Powerline Road will provide better ingress/egress for the northeastern portion of the Highlands by reducing traffic load on streets like Easy, Fleming, Main, Barber, Sebastian Boulevard and US 1. This concept is one that provides alternative routs and is supported by the MPO and the traffic element in the Sebastian Comprehensive Plan. " ✓ The City required construction of Powerline Road in order to enhance ingress/egress during approval of the Ashbury Subdivision. ✓ Powerline Road construction was scheduled in the FY 2010 Capital Improvement Budget in an amount of approximately $1,100,000. if off. Indian River County 2035 LRTP 2014 E+C Network with 2035 SE DATA GTCRPM Model Volumes WITHOUT POWERLINE ROAD �6 VOLUME<15000 VOLUME=15000-30000 -- VOLUME=30000-50000 VOLUME>50000 6� O a rrs3 321 315 ,t b .. 3 .t H t. 31y 1472 1472 Nn;N A n 1442 1442 Licensed to F;orida Department of T1 ation Indian River County 2035 LRTP 2014 E+C Network with 2035 SE DATA GTCRPM Model Volumes WITH POWERLINE ROAD VOLUME<15000 VOLUME=15000-30000 -- VOLUME=30000-50000 VOLUME>50000 N G1 t9 A ,i G II', 9g N� 1�6g �7890 SSR NW i9cA ? 6uiri aW r h� z� hh y 61 w w Aooh I's0 ' �ioh �tifl' 4'r . � qhh ry0 A oo s98 ^o - - Ao� o n 66 M N �6 -' 761& ? A m �tioobo �W61 y�G , y 2 1457 1457 N N + no 4k �� 1431 - 1431 a 6+ Pk N,- ,a TM, lC� Licenser to Florida Department of Tran tior� z 'P NN Z 'atz o� Indian River County 2035 LRTP 2014 E+C Network with 2035 SE DATA GTCRPM Model Volumes - VOLUME<15000 VOLUME=15000-30000 - VOLUME=30000-50000 WITH POWERLINE ROAD AND ORANGE -- VOLUME>50000 CONNECTION ovyti 8098 -� �� Q e� 1S66 - r o, s99 sv� a a� d� ^rbh0"$ ��$��, 7s M ro "' "6, s9 d��',9� O� 32y6 " �.. ,cgs 1492 _... 1492 N N p1462 N N 4 Licensed to Florida (department of Trans on r� INDEX OF SHEETS SHEET No. SHEET DECCRIPTION 1. COVER SHEET X. GENERAL NOTES X. SUMMARY OF PAY ITEMS X. SUMMARY OF QUANTITIES X. SUMMARY OF DRAINAGE QUANTITIES X. DRAINAGE MAP LAND CLEARING & EROSION CONTROL PLAN _X. X. TYPICAL CROSS-SECTION X. HORIZONTAL GEOMETRY PLANS X. PLAN & PROFILE X. POWER LINE ROAD & C.R. 512 CONNECTION DETAIL X. CROSS SECTION X. SIGNAGE PLANS ORANGE AVE. IMPROVEMENTS X. ORANGE AVE. HORIZONTAL GEOMETRY PLANS X. ORANGE AVE. PLAN & PROFILE X. ORANGE AVE. CROSS SECTION X. ORANGE AVE. SIGNAGE PLANS LIME STREET IMPROVEMENTS X. LIME STREET PEDESTRIAN IMPROVEMENT PLAN DETAILS SHEETS X. SIGNAGE DETAILS X. EROSION CONTROL DETAILS X. DRAINAGE DETAILS Call 48 hours before you dig in Florida 60% SUBMITTAL OCTOBER 2009 PALMETTO AVE N „ = PALMER Z s - J w *C - fIL wi FOSTER. RD l " 4 F Pti� j O } a VALENDA ST. I' AVOCADO AVE J W w a PINEAPPLE Il9Vi r d II'itil' d �' ra MANGO ; AVE LiS ' KING ST. LD " U CITRU S AVE v, 2 1 "TANGELO ST. 1. D R� ti ORAN GE GE AVE , PR o uui ALAMANDA AVE w'yti F N LOCATION OF (e' CR❑T❑N AVE PROJECT o Z o W❑❑DMERE RD = o = U A U z z W HIBISCUS AVE w w W = rya � I CHESSER AVE Z N v~i LIME ST v' STEVENSON AVE >_ _j w s= - I z a a v=i N w V) PALM AVE 30 3 _ ca v~i w MVP fj�w � N oLD o o ¢ w a z PARK AVE 2 C> 3... U_ = J EASY �~ LAKE DR ti . North G w � ACACI- STREET A AVE� I PARK AWARE AVE I LAKE DR LAKE DR S� I DEL M❑NTE RD 1 1i LOCATION MAP (NOT TO SCALE) LENGTH OF PROJECT DESCRIPTION POWER LINE ROAD LINEAR FT. MILES ROADWAY 31*430 0.65 BRIDGES 0.0 O NET LENGTH OF PROJECT 3,430 0.65 EXCEPTIONS O 0 GROSS LENGTH OF PROJECT 3, 430 0.65 II REVISIONS' NO. DATE DESCRIPTION DR/APP 7 s 4 3 {, 2 !{ 1 AUGUST 27 2009 30% SUBMITTAL L' DRH/✓MB JACKSONVILLE q?k _ M L igilign Q.1 w@ugno omal M CONSULTING ENCINEERS N CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th Street, Suite 2, Vero Beach, Florida 32960 Ph. (772) 567-5300 N Fax (772) 71R4-1106 peft EL NAFiY 10/ 16/0cl STEPHEN E. MOLER, P.E., FL#331C13 © 2009, NASTELLER & NOLER, INC. 0850 base. d wg I i 1 i SITE LAYOUT LEGEND DRAINAGE LEGEND UTILITIES LEGEND SECTION LETTER A 2-18 5-18 DESCRIPTION EXISTING PROPOSED �- SHEET 5 OF 18 WHERE SECTION IS SHOWN DESCRIPTION EXISTING PROPOSE PLUG BLOW -OFF & TERMINAL! D PROPOSED ERMINAL-----------------0 SHEET 2 OF 18 WHERE SECTION IS TAKEN DESCRIPTION EXISTING CONCRETE THRUST BLOCK: �- BLOCK NUMBER 3 3 j O O BENCH MARK ® REDUCER j--------�---------- I BUILDING R STRUCTURE CONCRETE FLUME 1-=--=J ® FIRE HYDRANT W/ GATE VALVE VALVE BOX , HYDRANT TEE &I. TYPICAL SECTION CALL OUT CENTERLINE CONCRETE MITER END =___� �® CONCRETE THRUST BLOCK j'-------- ,-------- HEAD_ WALL CONTOURS . _20 ---20�-- GATE VALVE & BOX A CUR.:,.. CURB INLET WATERMAIN W/ 3' 1-----WM-(6"0)----- WM-(6'0) -- CUT AND PATCH DRAINAGE FLOW ARROW ! COVER TYPICAL f- LOCATION OF DETAIL ON DETAIL SHEET A 5 FINISH FLOOR - F.F.=20.00 1 "0 SERVICE LATERAL W/ �: s-�8 METER BOX --------- --------- EASMENT LINE F.F.-20.00 j 1 SHEET 9 OF 18 WHERE DETAIL IS SHOWN FENCE (AS INDICATED) - x x - INLET 1 - 1 /2 "0 SERVICE LATERAL W/ LOT LINE 2 METER BOXS SAND CEMENT RlP-RAP ( !------------------ 1 � 2 3 4 5 6 LOT NUMBER 2 2 SOIL BORING LOCATION AND NUMBER { 2 +2 RESTRAINED JOINT TEE W/ ] PHASE LINE CONCRETE THRUST BLOCKS SPOT ELEVATION------i-Z+--------- A LOCATION 2.40 1; PROPERTY LINE - - - -OF DETAI STORM DRAIN PIPE RESTRAINED BEND WITH' I � CONCRETE THRUST BLOCKS+ --------- RAILROAD TRACKS STORM MANHOLE TELEPHONE JUNCTION BOX I' DETAIL RIGHT-OF-WAY LINE - - STRUCTURE NUMBER S-1 j S-1 SHEET B TELEPHONE LINE j I ------- TELE------- TELE SHORE LINE = - SWALE -...-...-...-... I UNDERGROUND ELECTRIC LINE -------ELEC------- ELEC SIGN POST MOUNTED) ) � -� BASIN DIVIDE I OVERHEAD WIRE-----oH--------- OH TRAFFIC FLOW ARROW � SILT FENCE x x x x x ASPHALT DRIVE AD LIGHT POLE CLEAN OUT -♦ GRAVEL DRIVE WATER WELL I � CD UNDERDRAIN 7' TYGz9H.:Rl, xi»rr.° l. 6'vr,4Yi":f„ ?; POWER POLE - CONCRETE DRIVE CD DITCH BLOCK ® �; GUY WIRE ! SHEET 9 OF 18 EDGE OF PAVEMENT I TV CABLE BOX I MAILBOX/NEWSPAPER BOX o TYPICAL DETAIL CALL O U T GAS MAIN TREE:- i � �------�As------- -GAS-I I UNDERGROUND CABLE TV ------- CAN ------- CAN i I j I 11. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING 26. CONTRACTOR IS TO SUBMIT THE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR ORDERING OF DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN ORDER THAT THE CITY MATERIALS. GENERAL NOTES MAY HAVE A SURVEYOR REFERENCE SAID POINT PRIOR TO DISTURBANCE. ALSO, ALL CPS CONTROL POINTS ARE TO BE PROTECTED. IF DESTROY 27. INDIAN RIVER COUNTY WILL MAINTAIN OWNERSHIP OF THE WATER (MAINS AND FORCE MAINS WITHIN THE PROJECT LIMITS. DURING CONSTRUCTION, IT WILL BE THE CONTRACTOR RESPONSIBILITIES TO REPLACE THE CPS CONTROL POINTS AT THEIR EXPENSE. 28. THIS PROJECT RUNS ADJACENT TO WETLANDS AND CONSERVATION AREAS. THE FOLLOWING SHALL BE OBSERVED: 1. ANY NGVD '29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF 12. ALL TREES WITHIN LIMITS OF CLEARING AND GRUBBING SHALL BE REMOVED A: SILT FENCE SHALL BE INSTALLED BY HAND ADJACENT TO WETLANDS OR CONSERVATION AREAS. DAMAGE THE PROJECT ENGINEER SHOULD NOTIFY: B: DEBRIS OR FILL SHALL NOT BE STOCKPILED WITHIN WETLAND OR CONSERVATION AREAS. GEODETIC INFORMATION CENTER 13. WHERE CONFLICT MANHOLES ARE CONSTRUCTED TO ACCOMMODATE DRAINAGE LATERALS CONTINUOUSLY THROUGH THE STRUCTURE THE PIPE i JOINTS MUST BE ADJUSTED WHERE THE JOINT WILL NOT OCCUR WITHIN THE STRUCTURE. THE COST OF PIPE SHALL INCLUDE ALL COST j! C: WETLANDS OR CONSERVATION AREAS SHALL NOT BE USED AS STAGING AREAS. ATTN: MARK MAINTENANCE SECTION ASSOCIATED WITH THAT NECESSARY ADJUSTMENT. ATTN: . N/CG-162 D: NO DEWATERING WITHIN 100' OF WETLANDS. 6001 EXECUTIVE BLVD. I 14. AT LOCATIONS WHERE PIPE INLETS AND DRAINAGE SYSTEMS ARE TO BE CONSTRUCTED OR REMOVED UNDER OR ADJACENT TO EXISTING 29. THE CONTRACTOR SHALL WALK THE PROJECT LIMITS OF THE SITE WITH THE COUNTY ENVIRONMENTAL CONSERVATION LAND MANAGER AND R_�CKVILLE, MARYLAND 20852 PAVEMENT OR PAVEMENT TO BE RESURFACED, THE REPLACEMENT OF EMBANKMENT, BASE, ASPHALT, ETC., IS TO BE INCLUDED IN THE COST OF THE ENVIRONMENTAL PLANNER PRIOR TO COMMENCING ANY CLEARING. PROTECTED TREES SHALL BE IDENTIFIED AND MARKED. GOPHER TORTOISE TELEPHONE NO. (301) 443-8319 DRAINAGE SYSTEM. AND/OR PROTECTIVE SPECIES SHALL BE PROTECTED OR RELOCATED. AN ENVIRONMENTAL CHECK LIST SHALL BE COMPLETED. i 2. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD-'29) 15. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS THAN 12" BELOW BOTTOM OF BASE (F.D.O.T. 30. THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO REVIEW LIMITS OF CLEARING PRIOR TO INITIATING CLEARING OPERATION. INDEX NO. 205). 31. SILT FENCE TO BE PLACED WITHIN 72 HOURS OF NECESSARY CLEARING. 3. GRADES SHOWN ARE FINISHED GRADES. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED AND 4. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. IN CONFORMANCE WITH CITY'S SPECIFICATIONS 'AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING EROSION CONTROL NOTES 5. CONTRACTOR SHALL ADJUST UTILITIES AS DIRECTED BY THE PROJECT ENGINEER. CONDITIONS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, AND REMOVE TREES, STUMPS, ROOTS, MUCK, AND ALL OTHER DELETERIOUS MATERIAL. 1. CONTRACTOR SHALL BE REQUIRED TO DEVELOP A STORMWATER POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL USING BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN 6. THE LOCATION OF THE UTILITIES SHOWN 1N THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL BE 17. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING CERTIFIED AS COMPLETE. DETERMINED BY THE CONTRACTOR AND/OR UTILITY OWNER DURING CONSTRUCTION. UTILITIES PRIOR TO CONSTRUCTION BY NOTIFYING THE UTILITY COMPANY TO LOCATE THEIR UTILITIES OR BY FIELD VERIFICATION. CONTRACTOR SHALL 2. THE CONTRACTOR IS REQUIRED TO OBTAIN AN N.P.D.E.S. PERMIT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND SHALL BE REQUIRED 7. BEFORE BEGINNING EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY THE UNDERGROUND UTILITY BE RESPONSIBLE TO REPAIR ANY UTILITY DAMAGED, RESULTING FROM CONTRACTOR'S WORK. TO PERFORM ALL RELATED INSPECTIONS, REPORTING, AND OTHER DOCUMENTATION. NOTIFICATION CENTER AT 1-800-432-4770 AND ANY OTHER UTILITIES WHICH MIGHT BE AFFECTED AT LEAST 48 HOURS 18. THE CONTRACTOR ".SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING. IN ADVANCE: UTILITY POLES, POLE GUYS, TRANSFORMERS, AND OTHER ELECTRIC AND TELEPHONE EQUIPMENT LOCATED IN 4. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. AREAS WHICH WILL CONFLICT WITH CONSTRUCTION OF THIS PROJECT MUST BE REMOVED AND RELOCATED. 19• THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS 5. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. UTILITY OWNERS: 6. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE STABILIZED WITHIN SEVEN (7) DAYS OF FINAL GRADING. ROUGH GRADING COMPANIES TELEPHONE NO. 20. ANY DISCREPANCIES ON THE DRAWING SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. WHEN PROPOSED LEFT, OR INTENDED TO BE LEFT, FOR MORE THAN 30 DAYS SHALL HAVE TEMPORARY STABILIZATION. FLORIDA POWER & LIGHT 1-800-645-3427 IMPROVEMENTS CONFLICT WITH EXISTING WATER AND/OR WASTEWATER, THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE. WATER AND/OR 7. ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR BELLSOUTH COMMUNICATIONS 1-772-460-4455 WASTEWATER IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY HAVING JURISDICTION./ HAYBALES. COMCAST 1-772-567-3473 21. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS.' 8. FLOATING TURBITITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE PROTECTION INDIAN RIVER COUNTY UTILITIES 1=772-567-8000 I; CITY OF SEBASTIAN 1-772-589-5490 i. AGAINST TURBID WATERS DISCHARGE MAY OCCUR. INDIAN RIVER COUNTY TRAFFIC ENGINEERING 1-772-567-8000 22. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 9. ALL SILT SCREENS AND FENCES SHALL BE INSTALLED PRIOR TO WORK COMMENCING. IF EXOTIC VEGETATION IS TO BE REMOVED ALONG SILT 23. THE CONTRACTOR SHALL BE RESPONSIBLE' TO SUBMIT TO THE ENGINEER AN AS -BUILT SURVEY DEPICTING THE LOCATION OF ALL CONSTRUCTED FENCE LOCATION, THE FENCE SHALL BE INSTALLED WITHIN 48 HOURS' OF EXOTIC REMOVAL OR SOONER, IF POSSIBLE. 8. FOR UTILITY ADJUSTMENT SYMBOLS, SEE INDEX N0. 002. IMPROVEMENTS AS CERTIFIED BY A REGISTERED PUBLIC LAND SURVEYOR. 9. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES 24. ALL PAVEMENT MARKINGS SHALL CONSIST OF 90 mil THERMOPLASTIC. MAINTENANCE OF DRAINAGE OR UNDERGROUND UTILITIES. j { 10. PERMANENT TURNOUTS AND DRIVEWAY CONNECTIONS TO PRIVATE PROPERTY THAT LIE OUTSIDE THE COUNTY LIMITS 25. STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION, UNLESS OTHERWISE SHOWN. OVAL PRIOR TO COMMENCEMENT OF OF LIMITED ACCESS RIGHT-OF-WAY AND WHERE ACCESS RIGHTS HAVE NOT BEEN ACQUIRED, SHALL BE CONSTRUCTED CONSTRUCTION. IN ACCORDANCE WITH THE TURNOUT DETAILS AND STATE STANDARD SPECIFICATIONS REFERENCED ON THE KEY SHEET I 2. DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. OF THESE PLANS. THE COUNTY, OR THE COUNTY'S CONTRACTOR SHALL NOT ISOLATE ADJACENT AND/OR REMAINDER I 3. CONTRACTOR SHALL DEVELOP AND SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO DEWATERING. PROPERTY UNLESS ACCESS RIGHTS ARE ACQUIRED. ACCESS SHALL BE PROVIDED TO SUCH PROPERTY WHENEVER CONSTRUCTION' INTERFERES WITH THE EXISTING MEANS OF ACCESS. f j k I { { 0850-bcae.dvq Title to all documents vhich bear the DrzAwN copyrght of Masteller & Moler, Inc. is vested VRH MASTELLER MOLER, INC■ 1 crrYOF CONSTRUCTION NOTES solely n Hosteller & Moler, Inc. These DESIGNED ��,�6" documents ore provided to the ovner solely n 5L connection vith this project. Any other use CHECKED CONSULTINC ENGINEERSR@&B or reuse of these documents or any sFM reproduction, display, sale or other dtsposrtan DATE 7/15/20091 8127109 30% PLANS DRHIJMB I CERTIFICATE OF AU o1 these documents by anyone r9 expressly T14OIZIZATION #4204 prohibited vithout consent op Masteller & 60% PLANS `f ,... CITYOF SEBASTIAN I°'I6'°q SCALE No. DAre DescRIPT►oN DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLOR10A 32960 /i> , Moler, Inc. pursuant to the Federal Capyrght REV�S�ONS (772) 567-5300 / FAX (772) 794-1106 / %% Low. /, % SHEEr OF ©2009, MASTELLER & MOLER, INC. FLORi�A 15TEPHEN E. MOLER, P.E. EL. #331'[3 P20JECT No.: 0650 .... ... ..... PIN. ffil KK�.- lit! W �w ---------- --gug A OWN 10 9r ........... MAW -g .. ..... .. .. . . . ...... ....... .... ........ ....... ............. ME ........... 19 . ... . . .. . ...... . W EX. .:.:.: NX: . ............. N . ..... . .... .... N Rio ISOM' Nizi ....... . ....... ............ R N Xw WIND"- ...... ...... ...... .13 '. ME ............ V K� . ........... MR .......... NIA. z_-5- IN JIM 0 —21 XNA .: .... ...... . ..... -o' M1 0 imp I z IN ............... WM P D ROR I r-OWN/1 �Wj ..... ... ig:k ............ ... ...... ..... ... ........... N 0850—*araw map.dvq M MASTELLER & MOLERm INCm CITY OF DRAINAGE MAP Trtle to all documents vhich bear the copyriqht of No3teller & Noler, Inc. is vested solely in Nosteller & Noler, Inc, These i9QAWN VRH documents are provided to the ovner solely in connection wtth this project. Any other use M CONSULTINO ENCINEEIRS P@YNK MEE K&Rdo or reuse or these documents or any reproduction, display, sale or other dEspostion documents by 60 Yo VATE 7/14/200q 1 8127109 30% PLANS DRHIJMB CER-nFICATE OF AUT140PIZATION #4204 . . . . . ........ of these anyone is expressly prohibited vithout consent or No3teller & PLANS SCALE 1"=200' NO. VATC- DESCRIPTION VRIAPP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIPA 32,160 CITY OF SEBASTIAN Noler, Inc. pursuant to the Federal Copyriqht Lov. 10/16/oct IREVOON3 (772) 567-5300 FAX (772) 7LI4-1106 FLORIPA @200cl, NASTELLER & NOLER, INC. TEFHEN E. M! OLER/ F.E. FL #331cO SHECT OF -CT NO.: P120jr 055;0 J //A-9--f---DU. UU LO J /H 7 U-f-UU. UU SCALE. HORZ. 1 "=20' VERT. 1 '=2' I; 0650—base.drq j TOe to all documents which bear the DRAWN copyright o Hosteller & f Toler, Inc. a vested DRi-i MASTELLER' MOLER,IC °'°F LAND CLEARING & EROSION CONTROL PLAN salel y n Hosteller & Moler, Inc. These DESIGNED 5EM qEE;A$T_"documents are provided to the owner solely hHMMCONSULTING L I V �II VL L �� 'LL1`Qa.' e D connection with this projedocuments Any other use L�,,� CHECKED G.lLI"i P@WRn ODor reuse o{ these documents or any 7 15 200q W reproduction, display, sale or other disposition 1 8127109 30% PLANS DRHIJMB CERTIFICAtE OF AUTNORIZAtION #4204 of these documents by anyone is expressly 60% PLANS DA / / prohibited without consent of Mosteller & SCALE No. SATE VEscRlFrloN OR/APP 1655 27th STREET —SUITE 2, VERO BEACH, FLORIDA 32960 ! _=3 CITY OF SEBASTIAN Haler, Inc. pursuant to the Federal Copyright 10/I6/Oq �EV���ON� (772) 567-5300 / FAX (772) 7q4-1106 — = —= _ ;rah Law. ©200q, MASTELLER & MOLER, INC. d sHEEr of FLORIDA STEPHEN E. MOLER, P.E. FL #33I -13 PROJECT NO.: 0550 i NOTE: G DURING ALL PHA5E5 OF ON5TRUCTION, CONTRACTOR POW R LINE ROAD C SHALL MAINTAIN DRAINAGE AT ALL POINTS STA 44-50.00 to:: STA 9 O+DD. 00 SCALE. HORZ. 1 "=20' VERT. 1 "-2 , 0650—base.drq Title to all documents vhich bear the DRAWN 1RH copyright of Mosteller & Noler, Inc. is vested OF CITY M uA OLER ' ■ solely in M-rjosteller & Noler, Inc. These DESIGNED STELLER LAND CLEARING & EROSION CONTROL PLAN documents are provided to the ovner solely in ' ��AST��I� connection vrth this project. Any other use CHECKED 51=Nr V(2) D D or reuse of these documents or any VO) 3ULTIN; LNGINLLR3 o yAYJ I I I (�� I O / \ D reproduction, display, sale or other disposition DATF 7/15/200q L,JI,J L� l.� LJ V I� LrL� of these documents by anyone is expressly 60% PLANS 1 8127109 309 PLANS DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 ! p p pY W IO�16�Oq SCALE prohibited vrthout consent of Mosteller & Moler, Inc. pursuant to the Federal Co r ht I� NO. GATE DESCRIPTION 0R/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORVA 32960 - s b h M MIN, 01 CITY OF SEBASTIAN Lov. Si�ET of ��vI�ION� (772) 567-5300 FAX (772) 7q4-1106 FLORIPA ©200q, MASTELLER & NOLER, INC. 15TEPHEN MOL�i�, F.E.EL #�3Ia� GROJECT NO.: 0550 ill ! �rypASPHALT ROADWAYry,�.ry / \\\ �ry+ '�a.. .6, e ,'•.•,; %may .._ __ p — '�'- ry— ;y6+ h9 �p6 " ' ,,ram ryry 6 ry• FOUND 2" IRON ti� NN O 7" ry1 1� M1ry- FOUND 1' IRON 1• 'Lry. . . + ry PPE, NO ID6'CGAFiCL ry ± PIPE, NO IDEN 71F1CA 110N ry 12' ADS'•. Ob7 EAST h 1 y'++'ry1 ryh 1,h 0.63 EAST ��' h h' MO'474•! �1D3' ( . INV-2205 u � Q 1I ry 4 k IN 2205 i ~ II II 11 DRI"Ar I. I _ Jbp� I ,6`ryb ry� I I I I I I -� 5` J•I ,D" EAS$E11T —� J J f- 10 EASE.ELIT I + + ry ryM1 e1°r II II II e° � I! I II II � ❑ .III.... I ► III �° INS I I I ,3 i I I I I I ry��rya° ,ryh � I I I I. • t\1 840 61 ... \ ' �I FOUND 4"X4 p ry ry h1N --'T ..' d ` I�ryn CONCRETE AfONUMENT p + -1 1 ❑ ❑ -❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O♦ STAMPED NE .yb ry9 _C 9ry .• - �h ry' ryp 0 0 ❑ ❑ ❑,.,,.w "3 __-� • ..,.0' —...: -. 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HORZ. 1 "=20' VERT. 1 "=2' I' 0550-bose.dwq Title to oil documents which bear the ORAWN I II copyright of Mosteller & Moler, Inc. Is vested MASTELLER MOLER ' O CITY OF solely n Mosteller & Moler, Inc. These DESIGNED 5E,,.1 LAND C LE ARING & EROSION CONTROL P LAN documents are provided to the owner solely n SEE;j"T � j connection with this project. Any other use CHECKED 5EM /� 1 ' ••� /+ G /+ GGn�s or reuse of these documents or any l� ON�V� 1 �NC7� G NC71 �NG G ICJ o• p O"R � ILa� I n O Q D reproduction, display, sale y r other disposition yan 0 OAT- 7/15/200q of these documents b anyone 1s expressly 6 O /� — LAN S 1 8l27l09 30l. PLANS DRHIJMB CERTIFICATE OF AUTHORIZATION 94204 T } prohibited without consent of Mosteller & I SCALE NO. DATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 REVS,51ON3 (772) 567-5300 / FAX (772) 7q4-1106 • I, CITY� SEBASTIAN Moler, Inc. pursuant to the Federal Copyrpht Law. OF[FLORVA J ©200q, MASTELLER & MOLER, INC. G' 10/I6/Oq SNEE7 OF PHEN E. MOLER, P.E. FL #33 I c[3 PROJECT NO.: 0850 CONSTRUCTION BASELINE ROW EX. UTILITY POLE ALIGNMENT I EX. UTILITY POLE ALIGNMENT (ACTUAL LOCATION VARIES) , (ACTUAL LOCATION VARIES) ROW SEE NOTE 4 I SEE NOTE 5 LIMITS OF CONSTRUCTION STANDARD CLEARING 4 GRUBBING I SOD ALL DISTURBED AREAS � I I �0.5' I 2Q.50' (SEE NOTE BELOW) TYPE F CURB d 24.0' MODIFIED TYPE F GUTTER (TYP) PAVEMENT AREA CURB (TYPJ 23.0' 2.0' 12.0'F 8>.016.0' j BIKE PATH SOUTH BOUND i NORTH BOUND SIDEWALK j F .0' 6.0' MATCH NATURAL i 1.751 (MAX) I GROUND 1.509 (MAX) 2� I 2% \' MATCH NATURAL // j� GROUND 5.01 '\/\\ \ - - - - - - - - - - - - - - - EXISTING DITCH 5 / \ \/\/\/\ \ \/\ \/\\/ / \/ \/\/\/\/\\\\\//\\ / 6\/\\ \\ � �\\/\\ \ \\ \\ \\ \ NOTE: FROM STA: 32+00 TO STA: 34+28.64 THE CONSTRUC71ON BASELINE TRANSITION FROM 29.5' / 4 TO 23.45' FROM THE RIGHT OF WAY TO MATCH / OVER- EXCAVATE 4 REMOVE OF WITH THE EXISTING _ ROAD WAY. HARDPAN LAYER- BAGKFILL POWER LINE ROAD \ H/ GLEAN NATIVE 501E / 12" STABILIZED SUBGRADE STA 21 +50 TO STA 34+29 TO BE 6" BEHIND CURB DESIGN SPEED: 40 M.P.H. SEE DETAIL POSTED SPEED 35 M.P.H. SCALE. HORZ. 1 "=6' VER T. 1 "= 3' TEMPORARY GONST. EASEMENT CONSTRUCTION BASELINE ROW EX.'UTILITY POLE ALIGNMENT EX. UTILITY POLE ALIGNMENT (ACTUAL LOCATION VARIES) ( (ACTUAL LOCATION VARIES) ROW SEE NOTE 4 SEE NOTE 5 LIMITS OF CONSTRUCTION 0.0' - STANDARD CLEARING t GRUBBING 1 I i i SOD ALL DISTURBED AREAS I i 70.5 2Q.5 ITYPE F CURB d 24.0' MODIFIED TYPE F BUTTER (TYP) PAVEMENT AREA CURB (TYP) PAVEMENT 'SECTION 1 2-INCH ASPHALT COURSE.-! 0 TYPE S-1 OR, S-3, MINIMUM MARSHALL STABILITY 1,200 LBS (1" LIFT, MINIMUM) -OR- TYPE SP-12.5 (SUPERPAVE) 2 8-INCH BASE COURSE. THE BASE R Q COU SE SHALL BE EIGHT INCHES OF CEMENTED COQUINA ROCK (LBR 100) OR LIMEROCK AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). 3 0 12-INCHSTABILIZED C SUBGRADE: SUITABLE CLAMED SOIL HAVING A LIMEROCK BEARING RATIO (LBR) OF, 40 OR FBV OF 75 PSI SHOULD BE USED FOR THE STABILIZED SUBGRADE AND COMPACTED TO 98 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). ® ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS THAN 10z MATERIAL PASSING THE U.S. STANDARD NO. 200 MESH SIEVE AND PLACED IN LOOSE LAYERS OF 12 INCHES AND COMPACTED TO NO LESS THAN 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T _180).` j CONCRETE iSIDEWALK: ❑5 CONCRETE SIDEWALK 4 THICK, 3,000 PSI FIBER -REINFORCED CONCRETE © STABILIZED SUBGRADE -'6" THICK, EXTENDING 6" BEYOND THE SIDEWALK ON EACH SIDE COMPACTION 'SHALL BE NO LESS THAN 95 PERCEI4 T OF i TS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). II ■ TYPICAL NOTES: SECTION N O O S 8.0' 23.0' 12.0' 2.0' 0.5' O'----� BIKE PATH SOUTH BOUND NORTH BOUND SIDEWALK j I 1. CLEAR THE CONSTRUCTION AREA OF ANY SURFACE DEBRIS, INCLUDING 2.0' 6.0' , ! VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED ENTIRELY. THE CLEARED AREAS SHOULD BE GRADED LEVEL AND PROOF -ROLLED. MATCH NATU , 1.759� (MAX) ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN RAL ' COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURING COMPACTION GROUND 1.5090 (MAX) 2� �� � MATCH NATURAL -�- ? -� //\�//\\//\\//\\/ \ \ /\ - - - - - GRouND OPERA TIONS TO PRODUCE:A DENSITY NO LESS THAN 95 PERCENT OF ITS \/\/ \\ MODIFIED DRY PROCTOR VALUE (AASHTO T-180) TO A DEPTH OF TWO FEET. �,\\ 2. FILL UNDER RETENTION SWALES SHALL BE CLEAN PERMEABLE SOIL, MINIMUM \\/� EXISTING Dlrc+ //\// PERMEABILITY OF 22.0 FT/DAY. DO NOT COMPACT. _I / 5 J. SOD TO BE PLACED PER FDOT 28 INDEX 1 E POWER LINE ROAD 4. UTILITY POLES: CONTRACTOR SHALL NOT REMOVE FILL FROM BASE OF EXISTING OHE UTILITY POLES.. OVER- EXCAVATE REMOVE_7022!�� 5. PAVEMENT CORES: CONTRACTOR SHALL PROVIDE FULL PAVEMENT SECTION • ' HARDPAN LAYER- BAGKFILL 12" STABILIZED SUBGRADE CORES BY LICENSED GEOTECHNICAL CONSULTANT. A MINIMUM OF 8 CORES / H/ GLEAN NATIVE SOIL To BE 6" BEHIND CURB STA 6+04.04 TO STA 21+50 SHALL BE PERFORMED AT LOCATIONS DETERMINED BY THE E.O.R. DESIGN SPEED: 35 M.P.H. POSTED SPEED 35 M.P.H. SEE DETAIL SCALE: HORZ. 1 =6 VERT. 1 =3 TEMPORARY GON5T. EASEMENT CONSTRUCTION PROPOSED I BASELINE ROW � L I i LIMITS OF GONSTRUGTION .0.0' STANDARD CLEARING 4 GRUBBING FINAL LIFT D ALL DISTURBED AREAS OF PAVEMENT 1/4" CURB I � VARIES MODIFIED TYPE 36.0' -a"h F CURB (TYP) PAVEMENT AREA GUTTER FIRST LIFT ��mf � _ tdz d • 2.0' 2.0' 12.0' O.5' O' OF PAVEMENT SOUTH BOUND SOUTH BOUND NORTH BOUND SIDEWALK I ' LEFT TURN LANE -' 4 _ BASE COURSE MATCH NATURAL GROUND / // // / 29� 27. 1.75% (MAX MATCH GROUND NATURAL POWER LINE ROAD STA 1 +36 TO STA 6+04.04 DESIGN SPEED: 35 M.P.H. 12" STABILIZED SUBGRADE /\�\\�\\/\\/\\/ \\ \\ POSTED SPEED 35 M.P.H. TO BE 6 BEHIND CURB SCALE. HORZ. 1"=6' CURB /EDGE OF PAVEMENT DETAIL VERT. 1 "=3' SEE DETAIL (N. T. S. ) 4 , 0650-base.dwq Title to ail documents which bear the DRAWN DRH i I CTl'YOF i copyright or Hosteller & Moler, Inc. � vested MASTELLIER & OLER, ImcmTYPICAL' ROADWAY SECTION solely n Hosteller & Moler, Inc. These DESIGNED s>=r-I �I connection with this project. Any n Ilan CHECKED 5)=M /� e r '( t /� G(� � GGn e � �nj�] 2 � �7 � or reuse of these documents or an VON✓V L TINl7t L 1 V CINL 1►123 � ��~� � \ ®• . � � { �) J \ 1IA t / 1 � � � � 1 A` I I � � [ I J ► � D reproduction, display, sole or other disposrtan DAtE 7/15/200q 1 8127109 30% PLANS DRH/JMBM CERTIFICATE OF AUTHORIZATION 4204 1JLJ I� L7 LJVL_� �J or these documents by anyone is expressly 60% PLANS I„ ,°..: _ prohibited without consent or Hosteller & NO. DATE DESCRIPTION DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32g60 - Moler, Inc. pursuant to the Federal Copyright IO/I6/09 SCALE - y CITY OF SEBASTIAN Low. (772 567-5300 PAX 772 7q4-1106 --T - SHEET of l - ©2009, MASTELLER & MOLER, INC. STfi��f�N �. 1 " IO�� �. 1=L #3� 1 q� PROJECT NO.: 0850 (� E VISIONS , - _ - FLORIDA J T V� r 1 R-=486.00'r' 04 — — — —��-� — — — — — — — �rOO — N 0°4'36° E b3355' — — — — II .�£'9 _... -ar-- _ate — — — — — — N ° _ EXISTING R16HT OF WAY N O°4'36" E w EXISTING R►6h►T OF WY A 60.00' z N 0645" E 16 e' z 0000 PROPOSED R16W OF WA �04Z� / L=177.05 I 0850—baw.drq II Title to all documents Oich bear the DRAWN DRH copyright of Masteller & Moler, Inc. is vested ASTELLER & OLER INC. OF HORIZONTAL GEOMETRY solely in Mosteller & Moler, Inc. These in DESIGNED documents are provided to the ovner solely SE6��►ST�� connection with this project. Any other use CONSULTINC ENGINEERS or reuse of these documents or anycHEGKED�8 27 O9 30%M P@MR[2 IUH[� nuo L1-�.� D reproduction, display, sale or other disposition DArE PLANS DRHIJMB CERTIFICATE OF AUTHORIZATION 4204 of these documents by anyone expressly 60% PLANS # 7/15/200q prohibited vithout consent of Masteller & SCALE NO. DATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 CITY OF SEBASTIANMoler, Inc. pursuant to the Federal Copyrght 10/16/OCI ! � Lov.OF(772) 567-5300 / FAX (772) 794-1106 ©2ooq, MASTELLER & MOLER, INc. i� d REVISIONS vFLORIDA I-5TEPHEN E. MOLER, P.E. FL #✓3I -13 PROJECT NO.: o8so fir' nn 1��61e VRVEY BASELINE _ _ I II+00 12+00 I CONSTRUCTION CENTER LINE N 004'38" E 41553' 7VlCY�7 DI t;Pr- t; STA, 116+00 5ET IRON ROD d GAP LB 4644 N 1262231.132 �n 1 r nn N 0°458" E 1511.07' E 624647hg52 --I -- --I 14+00 I N 0°438" E 1545.10' i i z NAffik'I - — —I — — — —1 16+Oo -� CONSTRUCTION CENTER LINE } I 550 E 744.15' e cn cn � PRO. EP 0 N PRO. EP L=2356 L=2356 R=15.00 R=15.00 .. N 00438" E 1254BI' — — — — — — — — — — E.XI5TIN6 RIGHT OF WAY — — — — — — — — — — N 0°4 8 E — — — PRO. EP — — — — — — — — — — — — EXI5TIN6 RIGHT OF WAY — — — — — — — — PRO. EP 20DO' N 84°5522" W N 8405522' W 2�, 250' { MAGNETIC i j ri � I i 111 i I II 3 , 1 r 1 s V. 1 I I J }} FJCI5TIN6 R16HT OF WAY EXI5TIN6 R16HT OF WAY EXISTING R16HT OF WAY — — — — — — — — — — — N E 1260.00' — — — — — — — — -- — — — — — — — — — — N E 1260.00' 1 I — — — — N 004'14" E 1268.03' _ 0°4'38" j O°438" I j Iz j zl _ i SURVEY PRO. EP pp OO BASELINE STA, 121+00 SET IRON ROD d !i _ O PRO. EP d=ea°58'11 L=3q.26 IO R=25.00 SURVEY BASELINE j GAP LB 4644 p d=q0°I'43' N P.1. STA, 123+1354 N 1262731.1315 gl L=3q.26 + SET IRON ROD 11 E 624846 36g6 R=25.00 i t I O N 1262g44b6g6 N O°438" E 1511.07' E 624848.6576 e " 1011,05, 123+00 1 13.54 SWRVEYBASEL►NE - — 1 -- �— 1 — I — -- I sUrevFY'►►� I — -- -- --- -- — -- 1 17+00 — — ( 18+00 — — — — — — 1a+00 — -- — 1 20+00 — — 1 -- - 21+o0 + — —� 22+00 23+0c LI --� j N I I GONSTRUGTION CENTER I I CONSTRUCTION CENTER LINE e n N O 438 E '144.15� PRO. EP N 004'44" E 104e,.45' I d=q0°05" low 7�� L=31.42 . PRO. EP R=20.00 d=g0°0'O" u L=31.42 R=20.00 N 0°45&" E 1254BI' N 00458" E 35.0 12 1 Oe 444" E 35.00, I N 0e_444 E 1266.05,_ — — — — — — — — EXISTING RIGHT OF WAY — — — — — — — — — — — — — — — — — - — — — — EXISTING R16HT OF WAY i 7 i I� PRO, EP PRO. EP N 84°5522' W 20.00, N 8405522" W STA, 123+1352 ? 8b' "1 B6' : OFFSET, —6.00 R I'VEM 4 X4 a ;! CONCRETE MONUMENT ! NO IDENTIFICATION 5EGTION CORNER { N 1262g44.6071 E 624W3.6575 0850—base.dwq Title to all documents which bear the 9eAwN VRII MY HORIZONTAL GEOMETRY solely in o Hosteller & Moler, Inc. is vestedASTELLERMOLER.I C. solely n MastelP r& Moler, Inc. These y OesiCNEO 5EM ���documents are provided to the owner sole) in '� connection with this project. Any other use ! CNeCKEO CONSUL?' � ; i o� � � D D D D orreuseof thesedocumentsor any CAre 5� ING ENGINEEf�S p OOl(] [ [� [ [ Op Q reproduction, display, sale or other disposition 7�1s�2OO9 or these documents by anyone is expressly 60% PLANS 1 8127109 30% PLANS DRHIJMB CERTIFICATE OF AUTHORIZATION #4204 prohibited without consent of Masteller & SCALE VE20 BEACH FLORIDA 32960 CITY OF SEBASTIAN Haler. Inc. pursuant to the Federal Copyrght 1O�I6�Oa NO. DATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, , Law. I' sheer of (772) 567-5300 FAX (772) 794-1106 cQ200q, MASTELLE2 & MOLER, W. FLORIDA vRO�ECT NO.: - REV I SONS i� ST�fi�H�1� >��. MOL��, i�.�. �L 331 �3 o8so 3 i i t 3 e 3 i j 4 E j I' { M 0°4'44" E 101I A5' i,)n+ n n '1,�6 � \ xZ�23.02 �c 24,31 \ ?`23. 6 N'1 . ti / �. _ � e . 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SHEET PI of PCI c 200q, MASTC-LLER & MOLER, INC. �EVI�IoIv� (772) 567-5300 FAX (772) 7g4-1106 FLORIDA STEPH > MOL iz, P.E. L 331 -!3 PROJECT NO.: DBSO IIli saw cur AND REMOVE Q 2 .86 I I '. EX/ST/N6 51 K 37 `.50 o O o Z + sz �' 23.67 �E-- -�S � o c I 23 . 5-1 • INY. = = - - -z =' co�, 6 -�>�NwY'-rIIII r', 1�11I�1k��;`.;,:��o,���',„;' y".;,`: •�'t..�Ii1I1 ,l te. �ra,v, J 0' - IIIIIIIII 17 zE Z� 4: i .92o 22.9pro00 0+ P&L. DELAWARE AVENUE 22UI 06 23.72 tv I ;IIL�(C1I�* : •�' �S3; Iw;:*' - 'jIjiI , ,I ° rnI�t,,— II I COAaI 2 23.95 X/ 2377 2+* +0� o23. cp C. 2397p Q�`V) cN PROP05E17 DRAINAGE STRUGTURE CO� STA.=3+13 (24'RT) + TYPE VINLET 6RATE 28 w QF— W0 n 24 — j i i 1 8127109 301-,-, PLANS NO. 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P reproduction, display, sale or other disposition7�15�200q of these documents by onyone es expressly 600/0 PLANS PATE 1 8/27/09 309 PLANS. I DRH/JM8M CERTIFICATE OF AUTHORIZATION #4204 � prohibited without consent of Masteller & SCALE Moler, Inc. pursuant to the Federal Copyrght IO�I FJ�OQ N0. DATE VESCRIPTION vR�APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32CI60 CITY O SEBASTIAN Law. -- of .xul F - { REV�S�ONS (772) 567-5300 FAX (772) 7CI4-1106 r 3 _ - II FLORIDA ©2ooq, MASTELLER & MOLER, INC. $k d 5TEPHEN E. MOL ER, F.E. FL 33I 3 �ROJECt No.: OeW j li j Z Z O U O LL W W W Z J WCZO INV. 20 28 > Q w w t Q J W (n _ > Q F-- -J W F— _ 26 2 > °- j 0.36% -0.30% 0.3 .36 24 2 4 i j — = _- ----- 22 22 -- _- — -�,�----- j ---- ---- — ---is----- 2O 20 I 0 18 i 16 16 md- a � N �N o 1-r7 t0 dJ(� �- �I o r�m}- LO CDco °° N� �J N N N N N N N N N 10+00 11+00 12+00 I+UU i r+vv — j POWER LINE ROAD STA 104-00.00 to STA 16+00.00 SCALE. HORZ. 1 "-20' VERT. 1" 2' I 0850—basedvq II Title to all documents vhrh bear the vRAwN}{ M°FPLAN AND PROFILE copyright o{ Hosteller & Moler, Inc. es vested MOLER, '■ solely h Hosteller id Moler, Inc. These DesicNEv 5EM IMPASTELLER & documents ore provided to the ovner solely n connection vith this project. Any other use CHECKEO T 5EM or reuse o{ these documents or any CONSUL TINC ENCINEE12- I. p C Q I lL0 r Q 0 Q p p y e � A reproduction, display, ,sole or other disposition 60% PLANS oArE 7/15/200q � o{ these documents by anyone is expressly 1 8127109 30% PLANS DRHIJMBM CERTIFICATE OF AUTHORIZATION #4204 prohibited without consent of Hosteller & SCALE ATE �EscRIPTioN oR APP 1655 27th STREET —SUITE 2, VERO BEACH, FL021DA 32g60 - — Moler, Inc. pursuant to the Federal Copyrght 10/16/O�f NO. o CITY OF SEBASTIAN Lov. sr EEr (772) 567-5300 / FAX (772) 7q4-1106 �; KEVI3ION FLORIDA ©200q, MASTELLER & MOLER, INC. STEip`1��� E. MOLER, P.E. 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Any other use CHECKED 5E,,,, CONSU TI 1/+ Gw CIA'GGRS [�(�(j (� �(j or reuse o{ these documents t any r ' `r L 1 V t�1 G � V l7� ' `�` ` � �-�-"�\� � . � � O \ r� r ( � � { I � I ^` I � � O � D reproduction, display, sale or other disposition Dn`rr; CERTIFICATE OF AUTHORIZATION 4204 = ►► ► U !� IL Iv L7 prohibited these documents by anyone is expressly 60% PLANS 7 15 200�i 1 8 27 09 30% PLANS DRH JMBM # � I I proh6ited without consent of Hosteller & i CITY OFSEBASTIAN10�16�OQ SCALE/ VER0 BEACH FLORIDA 32960 Moler, Inc. pursuant to the Federal copyright NO. DATE DESCRIPTION DR APP 1655 27th STREET —SUITE 2, _, Law. SHEET or 772 567— — 5300 FAX 772 7q4 1106 c 2009 MASTELLER M LER IN & 0 C (� VISIONS I FLORIDA STEPHEN E. MOLER, P.E. FL #331 cO PRoxCT No.: 0&50 it I I PROP05E17 12 AINAOE STRUCTURE WA 0 N N 28 II II Q W - C 26 — > -0. 3% 24 22 20 18 16 OO N N N N N 22+00 23+00 24+00 MA: SAS TELLER & MOLEI CONSULTING CNGIN�E2S 1 8/27/09 307. PLANS DRH/ JMB CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION PR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 REVISIONS (772) 567-5300 / FAX (772) 7q4-1106 n I I EX. 50" ADS STORWIPE 1W.- 20.10 II �I nILO N 25+00 Z R j Z O V O LJL co W W Z J Z Q oLO + I I ! I 1 II O d- N N +' I1 II �. N N II 28 H (n J W Q W - j co W .. LJ > 2C I k� Lc) v v m N N N N N N N 1 i 26+00 2-1+00 28+00 I POWER LINE ROAD STA 22+00.00 to STA 28-1-00.00 SCALE: HORZ. 1 "=20' VERT. 1 "=2' 0850—boae.dvq Title to all documents vhich bear the MAwN DRI i copyrght of Mosteller & Moler, Inc. is vested PLAN AND PROFILEsolely in Hosteller & Moler, Inc. These r,I DEs�GNEv S� documents are provided to the ovner solely n connection vith this project. Any other use CPC-CKEP 5EM or reuse of these documents or any reproduction, display, sale or other disposition PATE 7/I5/200cl O V►J LJ L7 LlV `J Lr�� of these documents by anyone is expressly 6 O O /O PLANS l prohibited vithout consent of Masteller & SCALE Moler, Inc. pursuant to the Federal Copyriqht 10�16�Oa CITY OF SEBASTIAN SHEET of FL-000A ©200q, MASTELLER & MOLER, INC. 5TEPHEN E. MOLER, P.E. FL #331cf3 Paa,ECT NO.: 0&50 I 1RROIPOSED ORAIMAOE 3TRU6TUI i ® STA. = 5+50 (I2.75' RT) 5-5 STA. = 3/+00 02.75' LT) TYPE '1/' INLET TYT E V' INLET Lt7 &RATE = ERATE =Ln NO ' ¢ INV. 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PELICAN ISLES �� �,� CONTROL STRUCTURE '•' I II �� +T , I +!�, +�, - I �O PELICAN ISLES 109� ^� I I I ti �.-..., TOP=24.17 I II o, I + I W INV=19.06`'�`L r i� II II I I } —base.drq E INV=16.17 +`L `(E• II II I 1 +�L I I ,J 0850 WEIR=21.72 A'\ nnini+r_ �n zn Title to all documents which bear the DRAWN pf;Z}{ copyrght of Masteller & Moler, Inca is vested CffYOF BIKEPATH PLAN solely n Masteller & Moler, Inc. These vesfGNE� 5EH ANUN S T E L L E R MOLER, INC. documents are provided to the owner solely n ��� I connection with this project. Any other use CHECKED SEM /'+ e t ' /► G /+ GGn li ONJV ��NC7� G N17� LNG G 1��- f v p O U Ll L1 L1 O Q D orreuseof these documents or any p r re these production, display,sale or other disposition 60% PLANS DATE 7/15/2009 Mp Y Y expressly 1 8127109 30% PLANS DRHIJMB CERTIFICATE OF AUTHORIZATION #4204 prohibited these documents n anyone is ex reP i 3CALE ji rohbrted without consent of Masteller & I _ Moler, Inc. pursuant to the Federal Co yrq t 10/16�Oa NO. DATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32g60 IT F REVISIONS (772) 567-5300 FAX (772) 7g4-1106 = FLORIDA ' STEPHEN E. MOLER� jam, , 0550 PROJECT NO.: 1 I I -� INV=21.88 —22— A MMSTIELLER OLER INC. CONSULTING ENOINEEf13 1 8127109 30% PLANS DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION PR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FL-000A 32960 (772) 567-5300 / FAX (772) 7q4-1106 BIK E P A T H PLAN copyright Hosteller & Moler, Inc. vested solely inHoo steller & 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 0850—base.dvq DRAWN VRH DESIGNED SEM n ���/ 2 CHECKED C.>• E I J O r A 1 / I � I ^ ` I L � I �` I I � I ,� (g / � \ D o f these do display, sole or other expressly PLANSware 7�I j�2O0q U�J�J LL��LLJJ 1111 LLL777 UVL=] LuuJ Luul L�1 of these documents by anyone is expressly 60% prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyrpht CITY OF S E BASTIAN Law. FLORIDA ©200q, MASTELLER & MOLER, WC. REVISIONS MCl/ l 10/16/0q SCALE Q SHEET or- P.E.FL #33I -I3 PROJECT NO-- 055O 8 8 � ,672, f , 22 10 r t 6 8 8 . 22 ,30 22.79 X X X 22. 4 a 22.35 X X 22.58 2 2., / / 'SEBASMN ELEMENTARY SCHOOL. i ' I POWER LINE ROAD SCALE. HOPZ. 1 "= 1 O' 0850—base.dvq Title to all documents which bear the DRAWN VRH RM copyright of Masteller & Moler, Inca is vested CrrYOF solely n Masteller & Moler, Inc. These vesicNE� 5EM R INC.OWER LINE ROAD & C.R. 512 CONNECTION DETAIL documents are provided to the owner solely n ACAS TELLER SOLE C A'^w'GGn SE A�T�' connection with this project. Any other use crcKev e,Ej..( CONSUL TANG G I V l.� II VG G K� D nn O /1 D re reuse of these documents or any o � � � P@MHF I L � � re roductbn, des la ,sale or other dis osnan SATE 7�I5�2OO�i i 7 D of these documents by anyone is expressly 60% PLANS 1 8127109 30% PLANS DRH�JMB M CERTIFICATE OF AUTHORIZATION #4204 prohibited without consent of Masteller & 10�1%�Oq SCALE Moler, Inc. pursuant to the Federal Copyright NO. DATE DESCRIPTION OR/APP 1655 27th STREET — SUITE 2, VERO BEACH, F�ORIDA 32g60 _ CITY OFSEBASTIAN Low. S Er °F REVI�ION� 772 567-5300 FAX 772 7q4-1106 J FLORIDA ©200q, MASTELLER & MOLER, INC. 5TEPHEN -EMOLER, F.E. FL# 1cf3 PROJECT NO.: 0850 � Ii I . . . .,. 1.I� ..� .. . . . . . .. . . . . .... .. .. 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I6 —c STATION 3+00 . . . . .. .. .. ..... . j .. STATIC CUT AREA (S. F.) = . :.. . .. . ::.. ... . .. XX .I, I.... .. . . ... . .. .. . . j CUT FILL AREA (S.F.) = ;... . . XX .. ....I ... .... ._.: . . . . . . .1 .. .. ...I .. FILL / CUT VOLUME, (CY) .. . =XX . 1. .... .... .j .-. CUT1 FILL VOLUME, (CY) I1III = XX . . .. . .. . . . . .. . .... . . . .. . . .. . ... ...!; .. ..., .....l-:; .&.... . . .. . ....-...:.. .. .: j . . .. ... . j .. FILL . IIIII . I . .... .. . .. ,,: . . . . I . . . . . .... . .. . .... .. .. .. I. ...,.. .I ..... 2+00 ...:<. . j .. .% .... . . . 1 .::::::::t:::.i::;:::�:? %... I. III.... lI . I 28'...:.........._.....................:..._...........................__........................._...._............................ I .I. ..:::i:z I .I I;::::::::::Iii I.�.�. I 1III I1I I 11�. I1 II .— ........ .. 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CUT FILL AREA (S.F) = . . XX .. . . . . .I . . ! ! FILL CUT VOLUME, (CY) .. .. .... ....... .. . . . . = XX .!�,,,..�..,-. ... .. . . . . CUT ' ,� FILL VOLUME, (CY) I -i... .. I . .. I ...-.. ... . = XX . . .. _ , . . .I ..I. .. ...... . . .. : .. :: .. . .. . i :.. .. . . FILL -- � _ ... II I� . - 1 I I � I I.., 11 I I I'll, � I I � � I I I I I I 11 I � � I I I I I 11 I 11 I "Ill I.... ,.. .... .... . ...... . 1. .. I..... . .. ... :..�.._ .. I.I. .;.. .�.'. .. I :.�. .-,I.I. I I:�...... I .. . . ... I . .. . q I I . . . I I 11''.. . w.:.:._: .... . . .. 11 11 . � , 11 : . I I I I I . . .. .. : . . .11 I I I I I . . .... . I .. . . . I I I � Z. . . . . . . . . . .. I I'll I I . .. .. .1 I.; .L... . .� � I � .11 I . I . I , . . ..... . . - .. . . . 1+00 -.. ... .... ..I .. . ... . ... .. .. ...... .. . . .. .- ..I . .. . . . .. . . . . I . . . .. .. .. . I I . . .. . i . . . . i . .. . . . . . .. . I . :.. ; . 1 I I I I I I I I I . . I I I 1 8/27/09 309 PLANS NO. DATE I DESCRIPTION 2 E VISIONS __ , M ,.:,,, SAS TELLER & OLER INC. ,� �Ir 'r-1 F��_,:�_�,� , i� '' CONSULTING ENCINEE23 DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 VRIAPP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 ROAD STA 0-4-00. 00 j to STA: 0+00.00 SCALE. HORZ. 1 "= 1 O' VERT. 1 "= 4 ' 1 ii 1: CROSS SECTION POWER LINE ROAD • w I A . . . . 4+00 ......................................... ....... . _..................,........................................ ; I : I . $ : 2A' . ...........;................. ..... 1 1 : . . . . . ROW 11; ...,.... ............ ... ................... i I . : . 2A' 28 :: . .. . . . , . . ................ :... ._........................ .....- .................... . 5 ......:... .................................... : 26 .... b ... ......... � [ I. 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STATION 15+00 . . 1 AREA S (F) . . . .. . . . . . ... .CUT X I X �. .. . . . . . . . . = CUT AREA (S.F.) XX FILL AREA (S. F.) = . ... ...I........ ......... .. ... .. ............. ... XX . .... .. .... . . .. . .-. .... .... . . . . . ... . I .. ..—. .I................. . FILL AREA (S.F.) = XX CUT VOLUME, (CY) .... ..... .f . .. .. =XX .. ... .. .. ....— . .. CUT VOLUME, (Cy)!=XX FILL VOLUME, (CY) ... ... I '.1...........I1Il.... ...1. ... ... .. . = XX .. .. I lI . . . . . . . . . . . ..—. .- .. .. .. .. . . . . . . . .- . . ! .... ............. .0..... : . FILL VOLUME, . =. �x ... 1! . . . . .. . . I . I � I . . . I . . . . . . i : I . . . . . . ; . , . . . . . . : . ;T..., :. ....-: �.;. - .. .. . . . . . . .. .. .. . . _:. . i . I . . ... . . . . . ... . %. . . I .. ...... . . . .. . . . . . . I � . . . . . . . . . . . . I . . . . . I . . . . . . I . . . . . I A I . : . I . . . . . . ; . . . . . !. . . . . . .. . . . . �.i .. . . . . . . ; . . . . . : . .. . . . .. . . . . . I . . . . . . . . : . . .. I . . . . . . . . . . . . . . . . . . I . . I . I . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. I ; . . . : . : ! . . . . . . . . i . . I . .ROW ...............................................,................................................................................................ - RW q OI . . . .q . . ........................................M....................................... . ..;.I; ....- ROW ............................................ % ..-..�. ........................... . . 2 . . ........................................... : RO25 ..... .. 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FILL AREA (S.F.) - XX. ..... ......... ... CUT VOLUME, (CY) = XX .... CUT VOLUME, (CY) =)X FILL VOLUME, (CY) = XX . .. ... I .. . . .. . .... . .. .-.. ... . . 1 i .. i . . ... FILL .. VOLUME, (CY), = �x . i I . I I . . . .. ... ..... .1 ; 1 . .-.......I . . .. 15+00 . ' .: .... . .. ! .... . :...:... . . ... . .. .. I... .. .. .. . .. . :...: .. II 11 ... .. . . .... . . . . .. ... .. ....... - ._.-......IM,....�........... . . I . .....................Ll............I.........I........11.11.1...I..................�........................... .. .. . . . I . . .. 20 04 ;..q. .: I. W. . ..RO . . .. ... .. . .. ... .ROW . . ................. .. . . .. .. .. 2& . ......... ... .. ...... ....... ............. . ..........1..... . .. ...:........ ..-.... .. .... ....._....-......\...... 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CUT VOLUME, (Cy) . =: XX CUT VOLUME, (6y) = XX ... . FILL VOLUME, (CY) =I i XX I... . .............- .. FILL .. VOLUME, (CY), _ XX i i ... .../... .. . . . . I . .. I . . POWERi . I LINE ROAD . .......:. STA 04-00.00 to STA 0400.00 q SCALE:: HORZ. 1 "= I O' VERT. 1 "=4' is &MOLER INC.°FCROSS 11 —q SECTION .MSTELLER T" I CONSULTING ENGINEERS ..... 1. = j p 0C Q d 0 a CQ 0 Q D 1 8127109 30% PLANS DRHIJMB CERTIFICATEOF AUTHORIZATION #4204 W...... /.:.......:::......:..:... -.. .11l R ... .. Na DATE OESCRIPTION N/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 I.. CITY O E. S T I N I I M REV13ION3 I � (772) 567-5300 / FAX (772) 7q4-1106 I � . I 26 .:. 1 2 . 4 22 , 20 15 6 1 9: � . I . I . I I I I I I I I . I I I I I I I I I I . I . I I . . . I I . I I I . I I I I . . . I I I I I . . . I ! . I I I . . . . . I I .. . . . . . : I I i I I I I I I .. . I I I . I . . I I ! 1, I I I I I I I I . . . I I I . I . I I I I I I I . I I I I I I I I I I I I I � I . I I . I I I I I .. I I I I I . . I I I . I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I 0850-boe.dvq Title to oil documents which bear the I I copyriqht of Mosteller & Noler, Inc. is vested I I I DRAWN I?" solely in Nosteller & Noler, Inc. These � VESIC�Ep SEM documents ore provided to the owner solely In I I I I I connection with this project. Any other use i I CHECKED or reuse of these documents or any i 5EM I , I 1 reproduction, display, sole or other disposition DATE 7/15/200cl of these documents by anyone is expressly i prohibited without consent of Mosteller & ! O0,/o PLANS : 5CALE Noler, Inc. pursuant to the Federal Copyriqht � � 10/16/OCF Low. i -..--- OF I , I I FLOIRIPA @200cl, MASTE-LLE12 & NOLER, INC. n2cir-c-r 5TEPHEN E. MOLEFP , .E. F01050 L #331q3 - NO.: I � I � � � I . .. . I . . .. . . . .. . . . . 2�+00 ` . . . . 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MMM , iS TELLER . OLER INC. CITY OF -1.. I. ,. �. . S.. ".. �T ;I CONSULTING ENCINEERS . - - 1 8/27/09 30% PLANS DRH JMB / CERTIFICATE OF AUTHORIZATION #4204 .. m%. F ' ` No. vArE vESCRIPTION vR/APP FLOR10A 32g60 1655 27th STREET — SUITE 2, VERO BEACH;q4-1106 IREV�SIONS IIIII (772) 567-5300 /FAX (772) ,` ` < •- ___ - _-... .. ._. : .. ..... . .. .; .. . .. . ... . . . _. . ... . . . I . .. . . . . . . . . _.. II,II . . -T. '. IIMII-.I. II-II.!....I:..:I... III I..... ..A.�l�.Ii III. I-..;I.:.I... .. �. I ._. . .% :.. . I . — - .. .-.-. .__. L . -.. . . . ... ..... -. . . . . . _.. . . . . . . , . . . . .. . . . . . . . I . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . .. . .. . .. . . . . . . . . . . . . . . . . . . . . ... . . . 28...::...............:...............:................................. . . . �.. . Row. . I . . . ! . . . . ..: i. .. . ; . . . . ... I . . . i. . : . : . . . . . : . . : . . . ! . .. . . . . . . . . � . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . : ..... .......... : ............I....................... 26 . .:........ I.... • ....................................................................................................2p' ....I .............................. .. - .. ...... : : . '. • ': : r r•:— — : — i : 24 . . . \ • . I. . .............................................. -.. : : \. € .. : . 22 ..........................:........:................................... : ........:....................................... 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Is vested solely n Mosteller & Noler, Inc. these DESIGNED e.M documents are provided to the owner solely In connection with this project. Any other use CHECKED 5EM or reuse of these documents or any reproduction, display, sale or other expressly 60% PLANS DATE 7�15�20OLIof these documents by anyone Is expresslyprohbrted vrthout consent of Mosteller & Noler, Inc. pursuant to the Federal Copyright I 10/16/Oa SCALE Law. FLORIPA ©200q, MASTELLER & MOLER, INC. J f�� I d SHEET of STEP E `L E. MOLER, P.E. FL #33I -I3 PROJECT NO.: 0550 i i I I< 1e v1 � ' iM•. I•' i 1 1 1 8127109 30% PLANS NO. DATE DESCRIPTION REVISIONS I { Y M •A J/ > f] �� • i • •�' � :J`.'. �� //mac. .. �r OWASTELLER & MOLER IBC. CONSULTING ENGINEER S DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORDA 32g60 (772) 567-5300 / FAX (772) 7g4-1106 0850—bax.dvq Title to all documents which bear the �RAwN DRI-i copyright of Hosteller & Moler, Inc. is vested PLANS solely inMasteller & Moler, Inc. These DesicNED s1=rT documents are provided to the owner solely in connection with this project. Any other use CHECKED CJ. or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/200g of these documents by anyone is expressly 60% PLANS prohbrted without consent of Masteller & sCAtE Moler, Inc. pursuant to the Federal Copyright I01I61Oa Law. d SHEET OF FLORIDA ©2009, MASTELLER & MOLER, INC. STEPHE � E. MOLER, P.E. FL #3�{3I -1 PROJECT NO.: 0550 1 8127109 30% PLANS NO. DATE DESCRIPTION R E VISIONS CON3ULTINC ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32,160 (772) 567-5300 / FAX (772) 7q4-1106 I 0 6' SKIP WHITE TYP (l0'-30') @ = RPM BI—DIRECTIONAL AMBER/AMBER I CM OF PAVEMENT iy POWER. . . . . . . . . . . . . LINE ROAD %Oi' OF SEBASTIAN U 0850—bon.dvq Title to all documents which bear the MAWN DRH A N S copyright of Masteller & Moler, Inc. is vested solely inMasteller & Moler, Inc. These DESIGNED cJ�..( documents are provided to the owner solely in connection with this project. Any other use cNECKED GJ or reuse of these documents or any o f theuctan, display, sale or other prey swan 6 O 0/O PLANS of these documents by anyone � expressly DATE 7/15/2009 prohibited without consent of Mosteller & SCALE Moler, Inc. pursuant to the Federal Copyriqht 10/16/Oa Law. SHEET OF FLORIDA ©2009, MASTELLER & MOLER, INC. PROJECT NO.: STEPHEN E. MOLER, F.E. FL #331 a3 0550 i REVISIONS { u - 7 To 4 417�� �f CONSULTING ENCINEER S CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET SUITE 2, VERO BEACH, FLORIDA 32cI60 (772) 567-5300 / FAX (772) 794-1106 . • �i��j • 1 1 , f 0850—bnse.dwq Title to all documents which bear the DRAWN VRH copyright of Hosteller & Moler, Inc. is vested PLANS solely n Mosteller & Moler, Inc. These DESIGNED 5EM documents ore provided to the owner solely in connection with this project. Any other use cHECI E� c, or reuse or these documents or any EM reproduction, display, sole or other disposition 60% PLANS of these documents by anyone is expressly DATE 7�15�200CI prohibited without consent of Hosteller & SCALE Moler, Inc. pursuant to the Federal Copyright 10/16/Oa Law. SHEET OF FLORIDA ©2009, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. FL 33Ic[3 0550 PROJECT NO.: 1 8127109 30% PLANS NO. DATE DESCRIPTION 2EVISION3 24 20 DATUM ELE'V +00 ORANGE AVENUE ASTELLER ®LER INC.QC�°F ORANGE AVENUE A!jT1AM CONSUL T1NC ENCINEER S CERTIFICATE OF AUTHORIZATION #4204-- 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32g60 (772) 567-5300 / FAX (772) 794-1106 p0�n7C�G3 CITY OF SECTION CORNER +I + 0"T ems. ,I NOTE: DURING ALL PHASES OF CONSTRUCTION, CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL POINTS O w j O N N Ii n W I 1 00% i PLAN AND PROFILE copyright of I'1asteller & I'1oler, Inc.. g vested � — solely n Mastelier & P1oler, Inc. These DESIGNED cam. �v( r documents are provided to the owner solely n connection with this protect. Any other use Gr+ecv.ED e,�..( M 2 n � or reuse or these documents or any I I ,�(O reproduction, display, sole or other disposition / / uvu uu uu of these documents by anyone is expressly 600�/40 PLANS °AtE ' 15 200q prohibited without consent of f1asteller & scA..E SEBASTIAN Moler, Inc. pursuant to the Federal Copyright IO/161Oa Low. SHEEt oF FLORIDA ©200q, P1ASTELLER & MOLER, INC. STEP�fEN E. MOLER, F.E. FL #33 I q3 FoJECT NO.: 0850 26 ....................... ....................... ................................................. 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I ................................................ ; ...................................... ....................... ................ 2+00 y 2 3 4 j 5 6 k 4'-3■ 4 r " V-4' f 2 I �" 2'-1 " -3 5 �„ Inlet Elevation As Shown 6' 4'-4' 6' �--- 5'.5"� Inlet On Plans cV Steel Grating, See Detail 2-1/4' 2'-0" 2-1/4' 2-1/4' 2" 2" `u*n i EYE BOLT W-1' ,.I 1 W4- � ivmSEE INDEX 201BEYE OLTB B See Index 201 I y 1 1 r 4" SPACE EESINDEX 20l I ]f+c z 4'-0" PLAN a� o — M — o 7 Ol L 5'-4- PLAN A _ 2'-0" iu cw o O 2-1l4' 0 O 2 Clear v 2" Gle • O 2J O 2-1/4' 2-I/4" n IR�' I 6RATE�� o�7 (Hatna,t firnte) i0 ! TOP VIEW O 2' CLEAR o SEE INDEEYE X 201tY I 6R/\ 2 PLAN 1 tK 2' GIAR 4' THK. I Q� E `rE BOLT SEGTI ON SS SEGTION AA GONG' 4 OI b >� O O 51� INDEX 201 q" OI #4 BAR5 O 12" Ctrs. I #4 5AR5 O 12" Ctrs. dJ -Z� O OI 2` CLEARO� SECTION tf:f j 2" CLEAR AXIMUM PIPE e-1ZE � � S° 5" 5' 3" H Sar4 > x 5" (5 Required -��1!fnll -- 5EGTION RECOMMENDED M SECTION 71heofetPGA16vtter Lirie cElniet OPTIONAL BAR SPACING ENERGY DISSIPATOR 2'-0" WALL- 18" PIPE RECOMMENDED MAXIMUM PIPE SIZE: 3'-1' WALL- 24" PIPE �� �- �4' 2- If' 3'-I" WALL- 24" PIPER 4`-I" WALL- 36" PIPE 1 , I TYPE "C" INLET TYPE "D" INLET Lip 13• I#°� _ 4-3 O.taO. DETAIL II 2 Bar#" �" x 5" 3° 6" 6" 6 ° �- — — — i — — (N.T.S.) (N.T.S.), -1r _�I ---` i (4 Required) - I- (N.T.S.) 1 ll SECTION DD -'- SECTION GG LANDSe-APED AREA L 5 x 3 x" /) I!2' RADIUS s' evtter Transition 1 butter Transition Refer To Index No. 251 - 02' +l- O 2' I?X9t Min. j • f8' HIGPf GONG° GI1RB To Be Paid For As Shoulder B To e Paid For As Inlet To Be Paid For As Shoulder For Weld Details And o Back of Inl j\\j\\\ •i ; . O The top wkith of the dorm a1w,l be Intermediate Bo••e ofmthee theRdlanete' \/\\\/�\ •: b• BasE -� �� �- 72 Std. TRUNCATED Dorms / Min. D --) cE Inlet Back of 60tter Main Bars STEEL CRATE . N\.\ 8' 4 _ } _ 4 SUB6RADE -�_ -'��, _ Theoretkal TWO REQUIRED PER INLET i.4' la ° ' 1 _ ' n ■ ° ' S 2' 2.4' Mmc On That Are Parpendicukr b• 1i I offset- - { 3 5 Steel Grate Maln Bars 5 x %�s1011�nah g c�u.r.Lb Line. The Donee Pattern Q Q Intermediate Bars Wx Reticullne. Bars 14x C �° OF D't" Travel °on Thei'DameT(seetarec&i-h19 "Note, When used on high side of roadways, the cross slope of the - {I - Lip of setter / g rrr�>�*re1O tThe EIVRI;'p" of r^a„°IBe NOTE. I SAW GUT CONSTRUCTION JOINT THROUSH CURBING Gjutter shall mat6h the cross slope of the ad lacen pavement e thickness of the II shall be 6 , unless o erwlse shown �� l Steel Grate : Manufactured By Borden, Florida Steel, U.S. Foundry TD FORM INGRtT�IT NOT ExGt DING 25 LINEAL FEET. P G �/ Pavemen / / on plans. 0 II Irving, Rellance, 6reullch (Or Equal). it 1 2. GONGRETE SHALL HAVE A MINIMUM GOMPREr% VE TYPE F 1 M STRENGTH of 3,000 P.S.I. IN 2b DAYS- TYPE • F 0 CURB DETAILS SHOULDER eIITTER TRANSITION O HEADER CURB SECTION (N.T.S.- REFER TO FOOT INDEX 300) j I! j B _ _ 0 0 �Trunated Dane {I sIDEWALtc (N . T. S . ) i GENERAL NOTES �a �c I/2' RADIl15 i b 4'-0' Or 2'-II' B b '-0' Or 2'-II B 1 I. This Inlet Is designed for village swales, ditches, or other areas subject to O O O la• HIGtP GONG• Gt1R5 heavy wheel loads, minimum debris and subject to pedestrian and/or j bicycle traffic. PAVED PARKING ! O O O O 2. When alternate "6" grate Is specified In plans, the grate Is to be- hot dipped galvanized after fabrication. PLAN VIEW b' B0.5E 3. Reinforcing - No. 4 bars at 12" ctrs. both ways. Cut or bend bars out of way of pipe B05e.40-base spacing shall be Ob5" 6' O• lstdJ 3' 6• (5td) to clear I e liff minimum between domes. b unless otherwise b to 8' or 4'-0' b P P shown In Plans = unless otherw 8. SUB6RADE < Stiorai On Plans4. All exposed edges and corners shall be tooled to iffradlLis. All Sidewalk Garb Ramps Shale Have Detectable Warning Surface That Extend The Full Width Of The Ramp And In The Direction Of Travel 24" 5. Recomended maximum pipe sizes shown are for concrete pipe. From The Back of Curb. jb' " 6. For supplementary details see Index No. 201. NOTE. I SAW GUT 00IJ5TRUGTION JOINT THROUGH G,RBING CURB RAMP DETECTABLE To FORM MCREMEMY NOT EXCEEDING 25 LINEAL FEET. NOTEOlt. B Stn/ctvro Bottom Only. See Index No. 200 2. 0ONC4IRM SHALL. HAVE A MlNlt4)M GOFiPRES5IVE INLET WITH STRUCTURE BOTTOM WARNING DETAIL STRENSTH OF 3POO P.S.I. IN 215 DAYS. I I. (N.TSJ ! TYPE •V° INLET DETAIL W/ MIAMI CURB TRANSITION SIDEWALK/PAVING DETAIL (N.T.S.) ! (N.T.S.) REFERENCE D.O.T. INDEX 2-12 FOR QUANTITIES q .. - Gong a Owe concrete 6AstI g- ,, � - 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL 04ay Be Fared Q! Any M°UiOd p-posed WiTHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE JI Approved OJ The �9►eer -- PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. D" FRaro°.e� Less 2. THE CONTRACTOR SHALL SEED ec MULCH OR SOD ALL OPEN SPACE I�4 Turn eebwerm° SEE NOTE #1 BELOW I \V AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND I p COMPLETION OF ALL UNDERGROUND UTILITIES. 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OFF HOOP° r a y (; I a; •^` CONSTRUCTION. 4 /TId Z===__- ti 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND n Epoxy eno"t���� j REPAIRED IMMEDIATELY IF DAMAGED. other Approved � H Existing I \ I ` 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE Great SEE NOTE #2 BELOW SODDED ON COMPLETION OF FINAL GRADING. hA �)nd Gut Toe a ExlstFg Endwall R4gordloss Or c.•<e.'w�,r:- •r._a!-s. �° or< s rz• rnict!. To Cornier a O# . ■ • • ° rtsea:;reua sv.^s r■•s b.6.:•° 4.r,:. < e DMeetk7n Flow SECTION AA LONGITUDINAL SECTION 4" Note. Goat for removal and I of of and toe of existing enb.all and coot of optional Poet Poo Prtcpb Past Pasftbn - - co disposal a top con WorA P t ! Z' x 4' (Gontad ZO• Toward Flow) - concrete, reinforcing steel and tlon collar to to Included h the TOP VIEW -SINGLE PIPE aj'°t� w iiooc6 steeo� I Filter Fd r+c (in unit unit price for pipe cwyert IM ibs/ft. MhJ 6' Max. Conformance its, EXIST. PAVING CONCRETE COLLAR FOR EXTENSION Sec. aes Fvor �ft Flow Fabric 12" PAVING MINIMUM OFF ISTIN6 PIPE CULVERTS 24 .� "M" And 24• 5pecJ> OVERLAP EXIST. BASE WITH For Thv Lager * SL.:JF'i •� E. )•. G FOR P':Pr5 8 A*t'J :�•taLiL-rz ,� concrete FOP r✓ } f.:-> 24 ADL :.Ps r-f. - Ir 2 _:cc : TO .r FOR � rr-t & ANa tWALLER '" D Q r NEW PAVING nm "� lees � catcrete DLt- N i>z.'•i!r{:: I:I 10R PIPt-.5 . e A.kD LA.:CPR, Sir 6x6-2.1 W X 2.1 W WWF i SECTION lj F; s' f" ELEVATION I a OR FIBER - REINFORCED CONCRETE jam C x�, A Note. Slit Force to be pad for under the contract uut price for staked Silt Fence (LF). -") b" STABILIZED SUBGRA.DE COMPACTED TO q5% 4•' c, t , Note. For reinforcement " a ellpftd - a„ TYPE SILT FENGE (An Pipe 5tree) ppe aanaretepcket. DEN5I7Y PER AA5HTO T-I&O EXTENDING AT MI L AND SPIeCT TOW-ILE e eROove LEAST b 8)=YOND THE SIDEWALK ON EACH SIDE. EthEX. $ASE NEW BASE D1551MILAR JOINTS _ p ct;,x:a:_rf_/ - ; "- RoqAred For C111Pn'(nMovye CSNko�aoat►''g a+h noire mobs Yol �,'��e �� Plvx `� y EX. SUS6RADE NEW 5UB6RADE May Be Rea /ppl NOTES: . _ `''"''•��'''" �"'�''� �• � 1. ,UNLESS OTHERWISE NOTED ALL CONCRETE USED ISHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I. IN 28 DAYS. - !iG PIPE JONT �%8^.ITT•"." ^ N I " r { 2. I'� SIDEWALK TO BE 4" THICKNESS STANDARD AND SAW CUT /BUTT Fiexbb Pipe 6" THICKNESS AT DRIVEWAYS Type 0 Sift Fence Pra."Vom Ara.rd Ditch Bohan Mbts. Glues ti ( �'tee� Po lone) r3 r FEE Ii LiR v,R SIT PRICE FOR " ERF� eD Sr�Tt .r 3. PROVIDE JOINTS EVERY 5' AND AT ALL P.C.'s & P.T.'s Do not in a manor that sift forces WII act as a dam arrow flow Note. Cootofand Whmrnous SECTION n� Vft a water.bodies of �, of Uplad laaatlrne ad t. txn.brs JOINT DETAIL contract �ft ice fo �. newer �° d °°d h � AT CURVED SEC„ONS PAID Fa? p:a Fife cS.v�T �'�1e1t (N . T. S . > A (d rl shall rot beused �� End section. SILT FENCE APPLICATIONS V flexnle pp1p%Won�"a,e m ��ovw ti aaaar51MI A kdex E� aarat�be�abtahed. SIDEWALK DETAIL SILT FENCE DETAIL DI551M1LARTYPES CONCRETE JACKET (F.D.O.T. Index #102) 1 (N.T.S.) MITERED END (N.T.s.) (FOR GONNEGTIN6 DISSIMILAR TYPES 1 SECTION DETAIL (N.T.S.) � ' j 0850-base.dvq Title to all documents which bear the DRAWN VRH CITY OF copyright of Nosteller & Moler, Inc. is vested MA S T E L L E R& O L E R 1 C. T CONSTRUCTION DETAILS dolcume tsMareelprovided torlthInc. These e owner solely Ill�ESIGNEo 5�,, � ■ LAN connection vtth this project. Any other use CHecKeS D D D or reuse of these documents or any S) CONSUL.TINC ENCINEER3 p 0 C Q d a Q 0 Q D P display, P o PLANS DATE 30% PLANS DRH JMBM CERTIFICAT re these do dig to sole or other dB osryan 6O /O proh1 8127109 E OF AUTHORIZATION 4204 of these documents by anyone is expressly 7/15/2009 # ,�,. Nolerb,�lne.w�u�suantotonthefFederollCo&r, ht scAL1: CITY OF SEBASTIAN P PY� ►b,0a N0. DATE DESCRIPTION DR/APP 1655 27th S?12EET — SUITE 2, VE20 BEACH, FLORIDA 32960 R j , ,,�,,, , , ,� , Law, SHEET of C ) C ) FLORIDA I 2 REVISIONS 772 567-5300 FAX 772 7q4-1106 / ©2009, MASTELLER & MOLER, INC. STEPHEN E. MOLER, F.E. FL #331q3 pRo>Ecr No.: 0850 � I I RECOMMENDED MAXIMUM PIPE 51Z -5 INLET IN51DE WIDTH PIPE 51ZE 2'-11' 24' 4'-O' 36. Note. Rzcomrnendad sizes are for concrete pipe. Sizes for other types of pipe mist be verified for fit in accordance with Index No. 201. For larger pipe see bottom detail right and Index No. 200. ---------- Woven Fllter Fabric In Absence Of •llnyl Sheathed EAW Steel Gcble Established Grass (Approx. 12' x 121). i� 01800 Lbs. Breaking Strength) With ! Secure Edges By Entrenching And Galvanized Connectors (Tool Free Disconnect) Extend Under Bags and Bales. Fabr/c Slotted PVC, Connector Pipe Closed Cell Solid Plastic Foam Anchor Bales Wlth 2 - 2' x 2' x 4' Afeet The Requirements Of (Metal collar Reinforc Closed Cell Solid Plastic Foam ' Sidewalk Section 985 Of The Standard FlotatioFlotation (8' Dia. Equiv) (I"/ lbs. Per Ft. 6 Dia. EqulvJ (12 Lbs. Stokes Per Bole. 7Sh,711 Speclffoattons. Cost Of Fabric To Be BuoyoncO included in The Contract Unit Price Sand s Per Ft. Buoyancy) � r :;> Riset ! For Baled Hay Or Strove TN. Ditch 5` M/n. ,rPolypro, Ropc Apron - p (600 Ib. Breaki� = Curb &Gutter f Curb &Cutler i 18 Oz. Nylon Reinforced ° ' ° % £ . ,;;, _ ..... . PVG Fabric (300 psi Te 18 Oz. Nylon R�Inforcad ` ength) �f ��_. 11111 I IIIII I Stress Ptate 6alvanlzed Ghatn f'VG Fabric (3psi Test) With Las6romme� Galvanized PARTIAL INLET 1 COMPLETED INLET DITCH BOTTOM INLET Loose Solt Placed By Shovel And L/ghty i Compacted Along The Upstream Edge Of Bales. 5 TYPE II I PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ! PLAN Roll PLAN Post NOTES: 6' Max. SPOC / I. Turbid►ty barriers are to be used In all permanent bodies of water regardless Post (options: 2' x 4' Or of water depth. !71 2 I/2Min. Dia. Wood, steel 5' TYp , =5' 5td. (Single Panel For Depths 5' or Lesss).D =5' Std. (Additional Panel For Depths 57. 2. Number and spacing of anchors dependent u 133 LbsJft. Mint j l Mln. Recommend TY l Alin. Recommended Curtain To Reach Bottom Up To Depths OF IO Feet.Two(2) Panels To Be Used For Depths Greater Than on current velocities. _ : Anchor Lower Bales Wlth 2 - 2' x 2' x 4' Stakes Per Bale. Anchor Boles Wlth 2 - 00 z 2' x 4 Stakes P r Bel j. Sod Sod FZ Loose Sol/ Placed By Shovel And Ughtly P� Compacted Along Upstream Edge Of Ba/es. Anchor Ba/es Wlth 2 - 2' x 2' x 4' Stakes Per Bale. Roll Post 1 /' Mtn. Recommended i ELEVATION v: Bale barriers for paved ditches should be spaced /n accordance with Chart I. sneer l of 3. lnd6x No. l02 BARRIER FOR PAVED DITCH i 10 Feet unless Special Depth Curtains Specifically Galled For In The Plans Or As Determined By The Engineer. m e e Anchor Top Bales To Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. NOTICE: COMPONENTS OF TYPES i AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRIN6EMENT 3. Deployment of barrier around pile locations 18 Oz. Nylon Reinforced ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OFTHE USER. may vary to accommodate construction operations. PVC, Fabric (3Oo psi Test) { ELEVATION Optional Post Posttl Principle Post Positi SUBSTInnION5 FOR TYPES I AND II SHALL BE ASAPPROVED BY THE ENGINEER. 4. Navigation may require segmenting barrier 1 ELEVATION 3 (Canted 20' Toward low) PLOATIN& TURBIDITY BARRIERS during construction operations. l App!/aotlon and Spaetng: The use of types I & a bole battlers should be limited to the Post (options: 2' x ' or , 5. For additional Information see Section 104 ! conditions outlined !n Chart I. sheet I of J. Index No. rot 2f Min. Dia• Wood, I ' Filter Fabric (In o i0 133 Lbs/Ft. Min) 6 Max. of the Standard 5pecif[cations. TYPE I TYPE 1l Conformance With > • - Sec. q85 FOOT Spec) Filter Fabric .., .. STAIGED TURBIDITY B�tRRIERFlow } BARRIER FOR UNPAVED DITCHES Slit Flow i • NOTESs Bales To Butt ,I _ Anchor Bales With 2 - 2' x 2' x 4' m I. TYPE I AND # BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH CHART 1, SHEET 1. 4. ADJACENT BALES SHALL BE BUTTED FIRM TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WITH HAY OR STRAW Stakes Per Bale. 50 On Centers (Typ.) To PREVENT SILT FROM PASSING. m %v As Required 2. HAY BALES SHALL BE TRENCHED 3' TO 4' AND ANCHORED WITH 2- r X 2' ( OR I' D/AJ X 4' WOOD STAKES. STAKES OF OTHER MATERIALS OR SHAPE PROVIDING EQUIVALENT STRENGTH MAY BE USED IF APPROVED BY THE 5. WHERE USED IN CONJUNCTION WITH SILT FENCE. HAY BALES SHALL BE PLACED ON THE UPSTREAM SiDE OF THE FENCE. PLANLoose Soll Placed By Shovel And Ughtty 6' Min. Compacted Along The Upstream Edge Of Bo/es. I a i ' ° o ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. it X X �LATI O� �J' �f�iTlOx 6. BALES TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW. EA. THE UNiT PRICE SHALL INCLUDE X PLAN 3. RAILS AND POSTS SHALL BE 2' X 4' WOOD. OTHER MATERIALS PROVIDING EQUIVALENT STRENGTH MAY BE USED THE COST OF FILTER FABRIC FOR TYPE I AND I! BARRIERS. SAND BAGS SHALL BE PAiD FOR UNDER THE UNiT PRICE FOR C' A7WZPFIII Slope Anchor Boles Wtth 2 - 2' x 2' x 4' Overlap Ends IF APPROVED BY THE ENGINEER. SANDBAGGING, CY. ROCK BAGS TO BE PAID FOR UNDER THE CONTRACT UNIT PRiCE FOR ROCK BAGS, EA. X Stakes Per Bale. III SILT PELAGE sat Flow VATION Fi// Slope i �. TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ELEVATION X: Xr^. TO BE BARRIERS FOR FILL SLOPES NATURAL SGROUND SLOPES SELECTEDED AT SITES WHERE THE THE TOE OF SLOPE ; f \ y - X - X \ -.I O4& Note: Spacing for T Fence to In \off F ' "" �f. I ,� accordance ype a �, Sheet ccordanc with Chart Sh 1 3 � ' and ditch Installations at drainage ' structures Sheet 2 of 3. -! r). Type . Silt Fence GENERAL NOTES Te Silt Fence Areouund Ditch Type11Bottom In et teGtlon id NOTICE TO CONTFACT0R5: GRUBBING, CLEARING AND. TREE In order to secure permits to construct this project, the STORMWATER POLLUTION PREVENTION PLAN Do not deploy in a manner that slit fences Will act as a dam across permanent flowing OWNER may have obtained an N.P.D.E.S. " Generic Permit for REMOVAL/LAND CLEARING PERMITS: watercourses. Silt fences are to be used at upland locations and turbidity barriers Stormwater Discharge From Large and Small Construction used at permanent bodies of water. Activities" from the Florida Department of Environmental THIS SITE REQUIRES A PERMIT FOR TREE REMOVAL, GRUBBING AND I Nature of Construction Activity: 116 unit multi -family I Protection. CONTRACTOR is hereby notified that upon execution LAND CLEARING. residential development. SILT FENCE APPLICATIONS of a contract for construction of the project 'improvements, tlonal Post Positions owner may file a "Notice ;of Termination" (N.O.T.) of the THE CONTRACTOR SHALL POST A COPY OF THE PERMIT AT THE S e u e n c e o f Construction Events : Post Options. Softwood 4 Dla. Principle Post Position N.P.D.E.S. Generic Permit coverage. Contractor shall within q P "Notice >� SITE PRIOR TO COMMENCEMENT OF GRUBBING, TREE REMOVAL OR 4 x 4 I I ° • out Mesh (20 6a. Mtn.) a (canted 20 Toward Flo ten (10) days submit a NEW Notice of Intent (N.0.1.) to .the Softwood 3 Dla. _ E d LANDCLEARING. �r TyPe A Fence Fabric 13 F.D. .P. an Compliance Certification Statement' with copies Steel 133lbs/ft Min. IO: I (Index No. 451 d Sec. ebb ' 1. Install silt fence and other erosion control devices. PoultryMesh or to the Owner and Engineer. FDOT spec.) g i � > Type Fen GRUBBING 2. Clear and rub site. Fence Fa bric c The completion of this project by the CONTRACTOR requires THE APPLICATION FOR,.A GRUBBING PERMIT SHALL BE FILED WITH ! .3, Excavate stormwater lakes. Use sod to stabilize banks after 1 Filter Fabric. compliance with the State of Florida Department of THE BUILDING DEPARTMENT ON FORMS FURNISHED BY THE BUILDING m kIlt Flow certification. Environmental Protection "Generic Permit for Stormwater X Discharge from Large and Small Construction Activities per DIRECTOR. THE APPLICATION SHALL INCLUDE A COPY OF THE 4. Rough grading. 1 FDEP document number 62-621.300 4 a It is the RECORDED DEED INDICATING THE CURRENT OWNER. - O O 5. Construct underground utilities. {-Filter Fabric (1n CONTRACTORS responsibility to perform and maintain the project in the "Generic Permit". The THE STAFF SHALL THEN INSPECT THE SITE FOR PROTECTED TREES, 6. Construct stormwater conveyance system. ELEVATION Gonforma►�e with SECTION site accordance with conditions of CONTRACTOR shall be considered to be the "OPERATOR" as HISTORIC TREES, SPECIMEN TREES, OR MANGROVES AND GOPHER 7. Construct roadway subgrade and base. sea, q85 FOOT spec) defined ".rein. TORTOISES. IF GOPHER TORTOISES ARE FOUND, THE APPLICANT 8. Construct buildings. TYPE SILT P TIGE The OPERATOR is defined as: The legal entity that owns 'or SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM 9.Construct pavement and sidewalks. operates the construction activity and that has the authority to THE STATE OF FLORIDA. control those activities at the project necessary to ensure compliance with the terms and conditions of the permit. The Total Area of the Site: 7.50 acres Operators responsibilities are as a minimum as follows: TREE REMOVAL AND LAND CLEARING. THE APPLICATION FOR A TREE REMOVAL PERMIT OR LAND CLEARING I 1. Prepare Stormwater Pollution Prevention Plan and maintain PERMIT SHALL BE FILED WITH THE BUILDING DEPARTMENT Area to be Disturbed: 7.50 acres the site in accordance with that Ian. P - CONCURRENT WITH AN APPLICATION FOR A DEVELOPMENT ORDER i » 2. File a Notice of Intent (DEP' form 62-621.300(4) (d), ' PERMIT. `TO Soil Description: ' , including applicable permit processing fees 48 hours prior to EXISTING NATIVE VEGETATION. EXISTING NATURAL VEGETATION commencement of construction. A co of the "NOI" or a -letter PY BE SAVED IS INTENDED TO. BE INCORPORATED INTO= THE LANDSCAPE Immokalee Fine Myakka Fine Sand from the DEP confirming coverage under the permit shall be PLAN. PROTECTIVE BARRIERS SHALL BE INSTALLED PRIOR TO LAND posted on site for public viewing. CLEARING TO PREVENT DAMAGE TO NATURAL VEGETATION TO BE St. Lucie Sand. Pomello Sand SAVED Astatula Sand Satellite Fine Sand 3. Provide a "Qualified Inspector) " to perform the required ; inspections in accordance with the State of Florida Generic SPECIMEN TREES ' Drainage Area Size: 7.50 acres Permit for Stormwater Discharge from Large and Small e D THE REMOVAL OF A SPECIMEN TREE R E E REQUIRES A REMOVAL PERMIT I Construction Activities, DEP Doc #62-621(4) (a). FROM THE BUILDING DIRECTOR i Best Management Practices (BMP s� � 4. Before conducting nproject tivi ie t , P R and all B co c g any activities s he 0 E ATOR a Subcontractors shall sign and provide to the FLORIDA DEPARTMENT - PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION , I OF ENVIRONMENTAL PROTECTION, the OWNER DEVELOPER, and ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MUST BE Silt fence, Inlet protection, Vegetative Buffer around wetlan P g ( ) the ENGINEER a copy of the following certification: REMOVED BY THE DEVELOPER AT THE TIME OF CLEARING. Construction certify under penalty of law that I understand, and shall PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION SHALL NOT BE Sequence minimizes time for potential erosion, gravel jl comply with, the terms and conditions of the State of; Florida USED TO MEET THE TREE OR LANDSCAPING ING REQUIREMENTS OF THE entrance limits soil on adjacent paved roadways. i' I Generic Permit for Stormwater Discharge from Lar e and Small LAND DEVELOPMENT CODE. PROHIBITED AND UNDESIRABLE EXOTIC Construction Activities (DEP Doc #62-621.300(4) ea) ) :and the VEGETATION MAY BE REMOVED WITHOUT A PERMIT AFTER RECEIVING Storm Water Pollution Prevention Plan." VERIFICATION FROM THE BUILDING DIRECTOR. I The certification must include the name and title of the person providing the signature; the name, address, and telephone P 9 9 P.. Permanent Stormwater Controls: .. number of the contacting firm; and the date the certification Is made. Wet i will I detention pond system II be used to treat and II 5. Within 14 days of a different OPERATOR tgking EROSION CONTROL NOTES attenuate stormwater runoff responsibility of the construction activities a NOTICe of after completion of construction phase. Termination (DEP form 62-621_ 300(6)) ..shall be submitted. If a 1. The contractor shall be responsible for erosion control within I � "N.O.T." is submitted due to a change of OPERATOR, within 48 best management practices for the duration of the project until such f hours before assuming control of the constructions activities, time as the project has been certified as complete. Potential Pollutants: Portable toilet chemicals will be properly it the new OPERATOR shall file a signed N.0.1. In accordance with: 9 handled and disposed. it this permit. 2. The contractor shall seed & mulch or sod all open space areas II 6. Within 14 days of final stabilization of the site, OPERATOR shall to be grassed immediately following final grading and completion of all 1 Inspections: Site will be inspected for erosion problems daily and 11 file a Notice ci Termination (DEP form 62-621-300 6 , to the ( ) nderflit f��u c'�li I�t�ll be installed along limits of construction...: F.D.E.P., with copies to the OWNER and ENGINEER. after each rainfall 4. Silt fences shall be inspected after each rainfall and repaired event greater than 0.5 inches. A rain gage shall be installed on - ICI ICI A IWI I 50' Std - - Construct Paved Turnout - N (Index No 515 J. may Be Deleted 1f Approved I a By The Efpineer. E 0 3 3 � ti� I I I � e I i HT Slope To Oratn -- '- -�- - - - - Berm I I I 1 LA � I, lot I•kI IWI f fhq Boles i i iui iil fit � • volume Pit Is Below The Inlet Elevation Or The Outlet Elevation, Whichever Is Lower. SECTION B -B N Aggregate Cover Per 5' Index No. 205 Filter Fabric Coopocted B .1' Existing Or Temporary Stdedrain Pipe RURAL CONNECTION DETAIL 1 Extstfnq Rmdway �- Edge Of Pavement _ GENERAL NOTES 1. A Soil 7rocklog Prevention Device ( STPD ) shelf be constructed of locations designated by the enpin,er for paints Of egress from uhsfabifized arras of the prof Bc1 10 public roods where offstte flaking of mid could Ocur. Traffic from unsfabilized areas of the canstnlaflon project stall be directed tMu a STPD Barriers. flotyirq, or other posit!" means shell be used as required to limit and direct vehicular egress ¢lass the.STPD. 2. The COntrmtof pay prOPOSO on alternative technique to minimize offsite trockirp of sediment. The Olt,-tive must te reviewed and approved by the Engineer prior to its use. 3. All acteria/s spitted, dropped. or freaked Onto oubiic roads ( Including the STPD aggregate and construction mud ) shollb r-so doily or hire frequently if so directed by the Engineer.. a. re tea shal/be deserib c i Section 901 envoi 90I- aa n ..t rebates slap be FOOT eire rl. If this size is hat h the 1h the serf mmele amoger size a,'hg to may be /I aggregate ruled with the k Off the the Engines/. Sizes mnlorninp excessive small OggiegOte will [rack off the p/ojCal OW ore -,table. - 5. The sediment it should provide a retention volume of s Y J60O abJc feet/ he f D Is 1 oleo training o to e the pit. When the STPD at fsolalis from other drainage areas, the f0//awlnp - pit volumes will soflsly this requirement. 15'.v 50 •100 ft' 30'x 50 •200 ft' As an option to the sediment pit, the width of the equate boftom can be increased to obtain the volume. When the sediment pit Of Swale volume has been reduced to one half, if shall oe clemea. when a smote is wed." bales Or sill fence shall be placed along the entire length. 6. The Swale ditch dro/hing the STPD stall hove a 02% minlpum and a 1.0% maximum prone along the STPD and to the sediment pit. T. hill end sections are not required when thesidedroin pipe satisf/es the cleor zone requirements. B. The 57-PD shall be maintained in a ca ditieh that will allow it to perform its function. To prevent offsile frocking• the STPD shall be rinsed (doily when in use i to move a¢y 1.4d and Navnw.rd into the stone. Additional stobilimtion of the vehlculor route leading to the STPD may be required to lim/t the mid tracked. 9. A STPD shall be paid for under the mniroot unit prioe for Soft Tracking Prevention Device- EA. The unl/ price shalf ¢nst/tyte full compensation far mnelruatiah• maintenance, replacement of materials. rcmaval, and restoration of the area utilized for the STPD, including Out not limited to exwvotim, grminq, temporary pipe ( n J.,.d= mES when required I, filter PoX aggreqote, pored tut 1( inc/Wing asphalt and Dose cMet-flon I. ditch "ablifrotlm. appr000n mule atobil/za/lon, sediment removal and disposal. voterrihol g and cleaning of the STPD and cleaning of WbOc roods. 9rassina ad sod. Hoy bales shelf be poid for under Ins malt¢[ cal, price for Noy or Stfw Baled, EA. Silt fence shelf be gold for under the eantrmt unit price for Staked Sit( Fence. LF. 10. The hontha/size of a standard STPD is 51x 50'unless off -Ise shown in the pane. If the volume of entering and esitihd vehicles qua 1, 0 30' wfdth STPD may be used If OpprOIW by the - Engineer. When a double width f.70') STPD Is used, the " quantity stall be 2 for each location. immediately if damaged. site to monitor rainfall. III I 5. All sideslopes of stormwater management areas shall' be sodded I on completion of final grading. Contractor is responsible for installing additional erosion control II 6. All inlets shall be protected from collection of eroded materials by as necessary to meet i installation of temporaary filter fabric and/or hay bales. State and Local requirements. 7. Floation` turbitity barriers shall be installed within all water bodies j downstream of cohsrtuction activities where protection against turbid Responsible Authority: (contractor = TBD) waters discharge may occur. i I II ii I it I i I j I i 0850-base.drq Title to all documents which bear the PRAWN VRH copyright of Mostelier & Moler, Inc. s vested STELLERMOLER,1 f4C.CrIY °F EROSION CONTROL DETAILS dolcumetsMareeipro ned tor�thcav solely n eEsiGNEu SENi �I T II connection with this project. Any other use CHECKH? S�v( ��� or reuse of these documents or any CONSULTING ENCINEERS o - O \11JALJJ D IL7 IIJ�VIIL� D p D reproduction, display, sole or other disposition BATE%/IS/2OOq of these documents by onyone isexpressly 1 8127109 30% PLANS DRH/JMBM CERTIFICATEOF AUTHORIZATION #4204 ll prohbited rwhout consent of Mastel►er & 60% PLANS ' y /'� i�,./ Cooler, Inc. pursuant to the Federal Copyright IO�I6�OCI scALE No. DArE DescRlPrloN DR/APP 1655 27th STREET SUITE 2, VERO BEACH, FL021DA 32cI60 CITY O SEBASTIAN a , ;,----- SHEET OF REVISIONS (772) 567-5300 / FAX (772) 7CI4-1106 j FLORIDA ©200q, MAStELLER & MOLER, INC. /�`)T }/���1\� I # d ✓ 1 EPHL 1 t E. MOLER, P.E. FL 33 I -1 � PROJECT NO.: OID50 ' ii I ' t I i tf • .,..L.L. ..L.L• .. _,....yam.. ' • .L-1-1 I . •' ".E. I L 1 L _1 "E .. ... .4 L I. L .1 ' .,..�..; 44 -.L.L- .: ......;......... .....: ..F.L.t ..;.. :. L. .. ..t..:.. .t. . ...t. i'i .j.... ..L. O'_ (S' - - - - - -i T 1 Arrows �� r Bar may be used adjacent to raised P whit 25' 2411 curb or grass medians if lane use '.�.. ! � t, i :� I i i i "i }" • -,- •��- _ - i I^bUte Is not readilyapparent to q. Varies Varie�0' To 200' drivers approaching a left turn 11 4-r. Without Gontrast Mar pp gkings storage lane. :m Gase G .: J i 3 Arrows With each additional 50ft. of b whit !. •, ,. , .{ :� ., ,� t-; •• -�• � ;; Or ore turn lane add one arrow. i i + r f ..: • i ...�......L........i....t �..L. _a ...j... -- ;i Varies - Varies 25 t it LLL M _I I'•4•Ii �1 I•L�II '� .- �� O O O O ' I (Reflective R.P.M.) Case- D 36 s.f. 21 s.f. .� . - /�� I P.T. I 1.} 10 10 5 Double Left Turn Lan " ... L t.....;....;.......a ; 121- 0" 1......<. _i �� ►{ �, i Through Lane Become b" white ,� 115 I '► % '► Excluslve Left Turn z Z Z Wi Contrast Markings P.G. 8" white th Arrows Should Be Evenly DIMEN51ON5 ARE + OR - 111Varies . 35 s.f. t y r>...;....;-... Varies 5' Spaced Between First And �., _T ; Right Turn Arrow Tolle Reverse 2'-6" =..: - NO hould not batalled unless specifically callbol- in the plans. Use is limited to high Last Arrow Case E TE: Ceramic Markers s ` Double Left Turn LandP T 15 L volume sections with ADTgreater than 50,000 where lane changing is to be discouraged Or other areas Through Lane Become%1 %1 ,NOTE- When arrow and pavement message are used t... + _L. ;.. ,..f.y_L....;.. :. • g u Fite ° OptionalLeft Turn 6 together, the arrow shall be located down strfetfrrl� pavement message and shall be seperated-E-i<..` _.vt-I�iL t i E�,�;- -L Where GhannelizatiOn 15 required. from the pavement message by a distance of the arrow to the base of the message). DIMEN51ON5 ARE + OR - -i 6" White 251 FOR STOP GONTROLLED OR 516NALIZED INTERSECTIONS NON -REFLECTIVE CERAMIC PAVEMENT PAVEMENT ARROW AND MESSAGE DETAILS MARKER PLACEMENT C NT PAINTED LEFT TURN STORAGE LANE(S) DETAILS. (N. T. S. FDOT INDEX 1 7346 (N. T. S.) FDOT INDEX 17346 - (N. T. S.) FDOTINDEX 17346 Yellow Ede Line _' BA510 COLOR RULE Edge Of Pavement—,,._T Mite lines some direction rate flows w sin the Dotted Line ( Turnin Guide Line) separate flows to the opposite 0 13 I 13 0 611 direction Yellow dotted lines may 6" White Edge Line t 1211 4112-1 4' 1211 4' 1211 4' 1211 4112'1 4' 12' " be used to special cases Travelwa 10 30 white Traffic, Flow Two -Lane Passing Prohibited ( Yellow) Edge Line 4 11 Gurb 6" Yellow (6'-10' Skip) 6" Yellow Edge Line — Double solid Yellow (Or white) �. 12" White Genterlin Gutte 611 411 Use Amber De I ineators On 5 s 6- 10, Extensio Facin Gross -Over I � g 1 Broken White Laddne Whit . 3 Median., ��1�,�-l-" Not less than 2' full height curb — — aft — C L.. on either side of a diagonal ramp Use, Green De l ineQtOrS On 51de5 �� F`IOr-i-3o-'�"IO"+'-30 to 1t 0�10'-' * � to be Included within crosswalk From Gross -Over. Generally Top of Post Should Be 48 Broken Yellow Center Line 12' whit 2" Y Not Past Radius Above The Edge Of Pavement Grade - Less Than 2 1=ull , B Point b Height Curb Between Ra s I 10 I 30 ,I� 10E 30 ,I Yello �;i Not Less Than 4' - " �� solid White Ede Line Or Lane Line' Begin Extension At Radius Point 6 Yellow Edge Line -T. y' Gutter solid White channelizing Line roll 2�� (If Applicable) Traffic Flow " Jr-8 2 6 White SkipII " 6" White Edge Line Extension Of Edge Line Throu h Gross -Over Area 12" White Pb'E 10'1VI lo'Ib'I 10,16.1 lolb'I 101611 •A - „ Mite Or Yellow 12 White Ede Lin Ede of Pavement g g PAVEMENT MARK I NOS AND DEL I NEATORR MEDIAN GROSS -OVER TYPICAL CROSSWALK MARKINGS PLAGEMENT OF EDGE LIMES TYPES OF PERMANENT LONGITUDINAL LINES FOR CURB CUT RAMPS (N. T. S.) FDOT INDEX 17346 (N. T. S. FDOT INDEX 17358 Paved Road NOTE: O � � When markings are applied radian noses they sha I I be �" yellow in color. - 6" Whitey r 6�� White 6" White Skip r611 Yellow Edge Line b" Yellow Edge, Line 611 Yellow Edge Line 6" White M 6" White Grassed Median With Or Full Full Lane Width 6 Without Gurb Delineator Post Lane Width 6' Delineator Post _ — 6" White Line Begins Opposite Radius Point 6" Yellow Edge Line &" Yellow Edge Line _ � —6" White Ed e Line g x- x- x- x- x- xw c 6 -10 Ski�X-�- � - - End At Radi sLJ a C Note77( !Y 100' Std. � � t Paved Road O g y o O m. Edge, Line In Turn Bay Is Radius Poin Optional A5`5hown In Plans, Paved Ro R3 4 I� PAVEMENT M ARK 11`1OS FOR I NTERSEGT I OW:�H MAJOR AND MINOR GOADS � SPECIAL MARKING AREAS (N. T. S.) FDOT INDEX 17346 0850-base.dvq Title to all documents which bear the DRAWN copyrght of Mosteller & Moler, Inc. is vested DRH MASTELLER MOLER. INC ■ CTPYOE SIGNAGE! DETAILS solely n Hosteller & Moler, Inc. These �Es�NEu SEM 5r.E;A$ � P Y documents are provided to the owner sole) in connection with this project. Any other use cHECKEo SEM CONSULTING ENGINEERSor ' i , o ` • P@WV NE M29 reproduc of t isplay, sale nts ar ony [2@&B reproduction, display, sole or other disposition 1 8127109 30q PLANS DRH JMB of these documents by anyone b expressly / M CERTIFICATE OF AUTHORIZATION #4204 60% PLANS 7/15/2009 �ArE prohibited without consent of Hosteller & SCALE NO. DATE DESCRIPTION DR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 / - CITY OFSEBASTIAN Laver, Inc. pursuant to the Federal Copyright IO�Ib�oa SNEEr OF p (772) 567-5300 FAX (772) 794-1106 ©2ooq, MASTELIER & MOLER, INC.ST>t��-i� MOL>fi� P.E.3���3 REVISIONS FLORIDA L [�PJWJECT NO.: 0550