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Home My WebLink About2011 - (#143) Construction Plans For Bidding Purposes OnlyINDEX OF SHEETS SHEET No. DESCRIPTION 1. COVER SHEET 2. GENERAL NOTES 3. TRAFFIC CONTROL/PHASING PLAN 4. EROSION CONTROL ,DETAILS 5. DRAINAGE MAP 6. -8. DEMOLITION & EROSION CONTROL PLAN T 1-T2 TYPICAL CROSS-SECTION H 1-H3 HORIZONTAL GEOMETRY PLANS P 1-P7 PLAN & PROFILE CS 1-CS6 CROSS SECTIONS I1 POWERLINE ROAD & C.R. 512 INTERSECTION DETAIL 12 LIME STREET PEDESTRIAN IMPROVEMENT PLAN OA 1-OA4 ORANGE AVENUE IMPROVEMENT PLANS S 1-S3 PAVEMENT MARKING & SIGNAGE PLANS LS 1-LS2 LANDSCAPE PLANS CD 1-CD2 CONSTRUCTION DETAILS o- It's the LaW. 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. LENGTH OF PROJECT DESCRIPTION POWER LINE ROAD LINEAR FT. MILES ROADWAY 13,430 0.65 BRIDGES 0.0 O NET LENGTH OF PROJECT 3, 430 0.65 EXCEPTIONS 0 0 GROSS LENGTH OF PROJECT 13,430 0.65 REVISIONS NO. DATE DESCRIPTION DR/APP 8 FEBRUARY 2011 ISSUED FOR BIDDING DRH/JMB 7 FEBRUARY 2011 DELETED BIKE -PATH / ADDED LANDSCAPING DRH/JMB 6 OCTOBER 2010 IRC ROW COMMENTS DRH/JMB 5 SEPTEMBER 2010 IRC ROW COMMENTS ORH/JMB `F FEBRUARY 2010 SJRWMD SUBMITTAL DRH/JMB 3 JANUARY 2010 909 SUBMITTAL DRH/JMB 2 OCTOBER 2009 603C SUBMITTAL DRH/JMB 1 JAUGUST 27 200.9 309 SUBMITTAL DRH/JMB MaN i. 0850 base. d wg I SITE LAYOUT LEGEND DESCRIPTION` EXISTING PROPOSED BLOCK NUMBER Q Q BUILDING OR STRUCTURE CENTERLINE HEAD WALL CURB CUT AND PATCH EASMENT LINE I FENCE (AS INDICATED) - I LOT LINE LOT NUMBER 2 2 PHASE LINE PROPERTY LINE - - - - { -RAILROAD TRACKS RIGHT-OF-WAY LINE - - - -- SHORE LINE SIGN (POST MOUNTED) I -o- -- TRAFFIC FLOW ARROW ASPHALT DRIVE AD GRAVEL DRIVE GD' CONCRETE DRIVE CDI: EDGE OF PAVEMENT MAILBOX/NEWSPAPER BOX o TREE ; G DRAINAGE LEGEND I , DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED PLUG, BLOW -OFF & TERMINAL CONCRETE THRUST BLOCK -----------------0 BENCH MARK ® REDUCER it jI ----------------- CONCRETE FLUME--___3 -- ® FIRE HYDRANT W/ GATE VALVE I VALVE BOX , HYDRANT TEE & CONCRETE MITER END CONCRETE THRUST BLOCK I --------I--------- CONTOURS -20 ... i , �20--, GATE VALVE & BOX -------- -------- CURB INLET wwII �: WATERMAIN W/ 3' Jsp�) -----wM ----- M -(6p�� DRAINAGE FLOW ARROW l COVER TYPICAL II FINISH FLOOR I F.F.=20.00 F.F.=20.00 1 "0 SERVICE LATERAL ,i W/ . METER BOX jI ------------------ INLET -o- - 11 1- 1 /2" 0 SERVICE LATERAL W/ (2) METER BOXS SAND CEMENT RIP -RAP I -------- --------- 1 2 3 4 5 6 SOIL BORING LOCATION AND NUMBER +2 � 1 T 2 I: RESTRAINED JOINT TEE ' W/ SPOT ELEVATION CONCRETE THRUST. BLOCKS � ----- _ -I-Z +--------- q LOCATION z.ao OF DETAIL STORM DRAIN PIPE " RESTRAINED BEND WITH CONCRETE THRUST BLOCKS ; STORM MANHOLE I 710- TI TELEPHONE JUNC ON BOX � . DETAIL STRUCTURE NUMBER S-1 S 1 -LINE {� { e TELEPHONE E ONE TELE TELE SWALE ........ -..:-.:. I UNDERGROUND ELECTRIC LINE -------ELEC------- ELEC BASIN DIVIDE I OVERHEAD WIRE ------- H--------- OH c SILT FENCE x X X x x LIGHT POLE �I # CLEAN OUT -� WATER WELL fi - ® UNDERDRAIN i I can.o,tx,. .asv ®m:Taa.oA ane H �.w.,....... POWER POLE CIL DITCH BLOCK ® GUY WIRE i, SHEET 9 OF 18 I TV CABLE BOX I i GAS MAIN II �' TYPICAL DETAIL CALL OUT ' i i -------GAS ------- Gas I UN �ERGROUND CABLE TV ! ------- CATV------- CATV - GENERAL NOTES 1. ANY NGVD - 29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE THE PROJECT ENGINEER SHOULD 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND is DESCRIBED AND MAINTENANCE OF TRAFFIC NOTES NOTIFY: IN CONFORMANCE WITH CITY'S SPECIFICATIONS AND REQUIREMENTS. HE SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING I CONDITIONS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, AND REMOVE TREES, STUMPS, ROOTS, MUCK, AND GEODETIC INFORMATIONCENTER ATTN: MARK MAINTENANCE SECTION ALL OTHER DELETERIOUS MATERIAL. .. 1. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO. 602 ATTN: N/CG 162 16. THE EXACT LOCATIONS OF EXISTING UTILITIES ARE UNKNOWN. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING FOR ANY WORK LESS THAN 15 FEET FROM EDGE OF PAVEMENT. 6001 EXECUTIVE BLVD. UTILITIES PRIOR TO CONSTRUCTION BY NOTIFYING THE UTILITY COMPANY TO LOCATE THEIR UTILITIES OR BY FIELD VERIFICATION. CONTRACTOR SHALL 2. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA'' BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE ROCKVILLE, MARYLAND 20852 BE RESPONSIBLE TO REPAIR ANY UTILITY DAMAGED, RESULTING FROM CONTRACTOR'S WORK. THE EDGE OF PAVEMENT. ONE -LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO. 603 TELEPHONE NO. (301) 443-8319 . THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND BONDS PRIOR TO CONSTRUCTION. 3. WORK IN THE RIGHT-OF-WAY17. SHALL BE CONDUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX N0. 612. AT LEAST ONE LANE OF 2. B.M. DATA IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 NGVD-'29 - TRAFFIC IN EACH DIRECTION SHALL REMAIN OPEN AT ALL TIMES. 18. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS 4. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM EDGE OF EXISTING PAVEMENT AND SHALL BE 3. GRADES SHOWN ARE FINISHED GRADES. AND ANY SPECIAL PROVISIONS, AND COPIES''' OF ANY REQUIRED CONSTRUCTION PERMITS. PROTECTED BY TYPE II BARRICADES WITH FLASHING YELLOW LIGHTS. 4. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED. 19. ANY DISCREPANCIES ON THE DRAWING SHALL BE BROUGHT5. TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. WHEN PROPOSED THERE SHALL BE NO EXCAVATIONS LEFT OPEN AFTER DARK. i IMPROVEMENTS CONFLICT WITH EXISTING WATER AND/OR WASTEWATER THE CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST THE WATER AND/OR 5. CONTRACTOR SHALL ADJUST UTILITIES AS DIRECTED BY THE PROJECT ENGINEER. WASTEWATER IN ACCORDANCE WITH :THE LOCAL UTILITY COMPANY HAVING JURISDICTION. :'. ; 6. THE CONTRACTOR SHALL NOTIFY JURISDICTIONAL TRAFFIC DEPARTMENT AT 772) 567-8000 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. ( 6. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE. THE EXACT LOCATION SHALL BE 20. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT WRITTEN PRIOR APPROVAL OF THE ENGINEER. 7. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE SUNSHINE STATE ONE CALL SYSTEM AT 800 432-4770 FOR LOCATIONS OF ( ) DETERMINED BY THE CONTRACTOR AND/OR UTILITY OWNER DURING CONSTRUCTION. UNDERGROUND UTILITIES. I. 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUBMIT TO THE ENGINEER AN AS -BUILT SURVEY DEPICTING THE LOCATION OF ALL CONSTRUCTED 7. BEFORE BEGINNING EXCAVATION IN THE AREA, THE CONTRACTOR SHALL NOTIFY THE FLORIDA "ONECALL" BY IMPROVEMENTS AS CERTIFIED BY A REGISTERED PUBLIC LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA. DIALING 811 AT LEAST 48 HOURS IN ADVANCE: �; TRAFFIC CONTROUSTRIPING NOTES: UTILITY POLES, POLE GUYS, TRANSFORMERS, AND OTHER ELECTRIC AND TELEPHONE 22. ALL PAVEMENT MARKINGS SHALL BE 90 mil .EXTRUDED THERMOPLASTIC. , EQUIPMENT LOCATED IN AREAS WHICH WILL CONFLICT WITH CONSTRUCTION OF THIS PROJECT MUST BE REMOVED AND RELOCATED. 23. STATIONS AND OFFSETS REFER TO CENTERLINE OF CONSTRUCTION (PGL), UNLESS OTHERWISE NOTED. { SIGNS AND PAVEMENT MARKINGS ARE TO CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE JURISDICTIONAL TRAFFIC 1. �.,T P A- � MENT TYPICAL DRAWINGS FOR ROADWAY SIGNING, STRIPING & GEOMETRICS. � UTILITY OWNERS: 24. CONTRACTOR IS TO SUBMIT THE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR ORDERING OF 2. ALL PAVEMENT MARKINGS ARE TO CONSIST OF 90 MI EXTRUDED A THERMOPLASTIC. L E DED ALKYD HER OPLASTIC. COMPANIES TELEPHONE N0. MATERIALS. FLORIDA POWER & LIGHT 1-800-645-3427 25. INDIAN RIVER COUNTY DEPATMENT OF UTILITY SERVICES WILL MAINTAIN OWNERSHIP OF ANY WATER MAINS AND FORCE MAINS WITHIN THE 3. RAISED REFLECTIVE PAVEMENT MARKINGS RPM's IF REQUIRED ARE TO CONSIST OF 4-INCH SQUARE MONO -DIRECTIONAL WHITE BI-DIRECTIONAL ( ) BELLSOUTH COMMUNICATIONS 1 -772-460-4455 YELLOW. LANE LINE RPM s ON THE 4 (OR MORE) LANE PORTION OF ANY DIVIDED ROADWAY SHALL BE BI-DIRECTIONAL WHITE/RED. RPM s SHALL COMCAST 1-772-567-3473 PROJECT LIMITS. BE POSITIONED IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX NO. 17352 AND PLAN, BUT INSTALLED ON THE STRIPE IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITIES 1-772-567-8000 ,THIS INDIAN RIVER COUNi'Y STANDARDS. CITY OF SEBASTIAN ( 1-772-589-5490 26. THIS PROJECT RUNS ADJACENT TO WETLANDS AND CONSERVATION AREAS. THE FOLLOWING SHALL BE OBSERVED: I � i... I i INDIAN RIVER COUNTY TRAFFIC ENGINEERING 1-772-567-8000 4. STREET NAME SIGNS SHALL BE 8" IN HEIGHT WITH 6„ LETTERS. j A: SILT FENCE SHALL BE INSTALLED BY HAND ADJACENT TO WETLANDS OR CONSERVATION AREAS: 8. FOR UTILITY ADJUSTMENT SYMBOLS, SEE INDEX N0. 002. B. DEBRIS OR FILL SHALL NOT BE STOCKPILED WITHIN WETLAND OR CONSERVATION AREAS. 5. INDIAN RIVER COUNTY TRAFFIC ENGINEERING HAS UNDERGROUND CONDUIT FOR TRAFFIC SIGNAL INTERCONNECTIONS IN THIS AREA AS WELL AS C: WETLANDS OR .CONSERVATION AREAS SHALL NOT BE USED AS STAGING AREAS. OTHER TRAFFIC SIGNAL EQUIPMENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT SUNSHINE STATE ONE CALL SYSTEM AT 9. THE CONTRACTOR IS TO USE CAUTION W WHEN IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES D: NO DEWATERING WITHIN 100 OF WETLANDS. <. 1-800-432-4770 FOR LOCATIONS OF THIS EQUIPMENT AT LEAST 72 HOURS PRIOR TO ANY CO CONSTRUCTION. .WORKING OR UNDERGROUND UTILITIES. � 27. THE CONTRACTOR SHALL WALK THE PROJECT LIMITS OF THE SITE WITH THE ENGINEER AND ENVIROMENTAL CONSULTANT PRIOR TO COMMENCING 6. INDIAN RIVER COUNTY U TY HAS INDUCTION LOOPS UNDER THE PAVEMENT ON POWERLINE ROAD NORTH OF CR512 AND ON ALL APPROACHES TO 10. PERMANENT TURNOUTS AND DRIVEWAY CONNECTIONS TO PRIVATE PROPERTY THAT LIE OUTSIDE THE CITY LIMITS OF ANY CLEARING. PROTECTED TREES SHALL BE IDENTIFIED AND MARKED. GOPHER TORTOISE AND/OR PROTECTIVE SPECIES SHALL BE PROTECTED OR % THE CR512/POWERLINE/DELAWARE SIGNALIZED INTERSECTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THIS DETECTION FOR THE DURATION OF CONSTRUCTION. LOOPS (OR VIDEO) SHALL BE RESTORED PRIOR TO THE OPENING OF POWERLINE ROAD. PER F.D.O.T. STANDARD LIMITED ACCESS RIGHT-OF-WAY AND WHERE ACCESS RIGHTS HAVE NOT BEEN ACQUIRED, SHALL BE CONSTRUCTED IN RELOCATED. AN ENVIRONMENTAL CHECK LIST SHALL BE COMPLETED. r SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 102-5.4, THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL TRAFFIC DETECTION. ALL ACCORDANCE WITH THE TURNOUT DETAILS AND STATE STANDARD SPECIFICATIONS REFERENCED ON THE KEY SHEET OF 28. THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO REVIEW LIMITS OF CLEARING PRIOR TO INITIATING CLEARING OPERATION. I COSTS ASSOCIATED WITH THE VEHICLE DETECTION MAINTENANCE SHALL BE INCLUDED IN THE MAINTENANCE OF TRAFFIC LUMP SUM PAY ITEM. THE THESE PLANS. THE CITY, OR THE CITY'S CONTRACTOR SHALL NOT ISOLATE ADJACENT AND/OR REMAINDER PROPERTY CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING AT 772-226-13226, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION ON POWERLINE ROAD. UNLESS ACCESS RIGHTS ARE ACQUIRED. ACCESS SHALL BE PROVIDED TO U PROPERTY R Q SUCH RO ERTY WHENEVER CONSTRUCTION 29. SILT FENCE TO BE PLACED WITHIN 72 HOURS OF NECESSARY CLEARING. INTERFERES WITH THE EXISTING MEANS OF ACCESS. I: 7. IN ADDITION TO SECTION 700 OF FDOT's STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, ALL SIGN SHEET 1 MATERIAL SHALL BE DIAMOND GRADE DG3 MANUFACTURED BY 3M COMPANY OR APPROVED EQUAL. ALL POSTS SHALL BE 2"x2" 12 GAUGE SQUARE 11. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT TUBING WITH OPEN HOLES AND ALL ANCHOR BASES SHALL BE 2-1/4"x2-1/4" 12 GAUGE SQUARE TUBING WITH OPEN HOLES. IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD ■ COUNTY SURVEYORS NOTES: ;I BE NOTIFIED IMMEDIATELY IN ORDER THAT THE CITY MAY HAVE A SURVEYOR REFERENCE SAID POINT PRIOR TO DISTURBANCE. ALSO, ALL GPS CONTROL POINTS ARE TO BE PROTECTED. IF DESTROYED DURING CONSTRUCTION, IT WILL 1. EXISTING SECTIONAL, BENCH MARK (VERTICAL AND/ OR GEODETIC (GPS) CONTROL POINTS HAVE BEEN IDENTIFIED ON THE CONSTRUCTION : PLANS: MAINTENANCE OF DRAINAGE BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE THE GPS CONTROL POINTS AT THEIR EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING SECTIONAL, AND BENCH MARK (VERTICAL AND OR GEODETIC GPS CONTROL 12. ALL TREES WITHIN LIMITS OF CLEARING AND GRUBBING SHALL REMOVED POINTS. CONTRACTOR IS TO PROPERLY SLEEVE THE MONUMENT AND PROVIDE A TRAFFIC BEARING PROTECTION COVER FOR THE MONUMENT.I 1. CONTRACTOR SHALL DEVELOP AND SUBMIT A MAINTENANCE OF DRAINAGE PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ,BE 2. IN THE EVENT THESE CONTROL POINTS ARE DISTURBED, THE CONTRACTOR MUST UTILIZE THE SERVICES OF A LICENSED FLORIDA LAND SURVEYOR CONSTRUCTION. i 13. AT LOCATIONS WHERE PIPE INLETS AND DRAINAGE SYSTEMS ARE TO BE CONSTRUCTED OR REMOVED UNDER OR & MAPPER TO RE-ESTABLISHED AND PERPETUATE SAID CONTROL POINTS IN ACCORDANCE WITH /'PPLICABLE FLORIDA STATUTES AND CHAPTERS. 2. DRAINAGE SHALL BE MAINTAINED AT ALL TIMES. ADJACENT TO EXISTING PAVEMENT OR PAVEMENT, TO BE RESURFACED THE REPLACEMENT OF EMBANKMENT BASE ASPHALT, ETC., IS TO BE INCLUDED IN THE COST OF THE DRAINAGE SYSTEM. 3. RE-ESTABLISHED SECTIONAL, BENCH MARKS (VERTICAL) AND/ OR GEODETIC (GPS) CONTROL POINTS SHALL BE SHOWN UPON THE AS -BUILT 3. CONTRACTOR SHALL DEVELOP AND SUBMIT A DEWATERING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO DEWATERING. SURVEY. 14. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS THAN 12 4. RE-ESTABLISHMENT OF ANY SECTIONAL AND/ OR GEODETIC CONTROL POINTS SHALL BE COORDINATED THROUGH THE INDIAN RIVER COUNTY BELOW BOTTOM OF BASE (F.D.O.T. INDEX N0. 205). SURVEYOR'S OFFICE. IF NOT DONE SO CONTRACTOR WILL FACE PENALTY FOR DISTURBING MONUMENTS. I' 0850-base.dvq MASTELLER & MOLER, a. CONSULTING ENCINEER3 8. 02/10/1 155UED FOR BIDDING ORH/JMB M CERTIFICATE OF AUTHORIZATION #4204 NO. PATE DESCRIPTION PRIAPP 1655 27th STREET - SUITE 2, VERO BEACH, FL-000A 32960 2EI/ISIONS (772) 567-5300 / FAX (772) 7q4-1106 Tale to all documents which bear the 012AVVN DRH CONSTRUCTION NOTES solely ot of Hosteller & M incwelted solelylely in Hosteller & MOlInc. These FOR BIDDING �EsiCNEo SEM documents ore provided to thehe e owner solely in connection with this project. Any other use CHECKED e, or reuse of these documents or an p LJ J ©Q D reproduction, display, sale or other disposition LATE 71I51200q u of these documents by anyone is expressly PURPOSES ON prohibited without consent of , Mosteller & SCALE : N/A 'SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght 21 4/2011CITY OFLaw. sNEEr MA2or a ©2011 STELLER P. MOLE2 INC {I F�oRI�A JOIN M. BO-r-ER, F.E. FL #57g7O PROJECT NO.: 0850 CITY OF E RAS 4 �. 1 in1N FEET ch = 40 ft. END PHASE I C0N5TRUGTI0N AT 5TA: 8+75 j.s .4 S,. :v at I r s�T Tirl IT +60 1 r f02+00 103+00 104+00 105+00 106+00 107+00 ra \ •:�. "� dj �, h M j � I IG ;M ra �y � S .f 5+00 9 I �I. �3•,t,,:.• I ,�,,, �...�iF y M• J I V a .. ` i r II I o Plr .. s 1 ,... . ,... .., .. .. ... -. . , .. _ .. a :.. ... .. .. .,i.. Z C t' ml RC t' 0... ...<. c ',;.. ... ... iW 1, �7.. 4 lk c L . 2•kv.., •--..• - ,,�•� ' \p C. , �h <.. .:. � .: '.. _ ..y •., '. 1' .% ..�:. ..:, :. aw: .,M. ..w; � l :.4f= ! � , I r 1 ..yt?••1':T i+t... � ._ ._. ,.<.. - .. .,.�,,. .. tr ,. �� ` :., `� ' �. �i , r .. , � 1 : e`... r: :.. . � . ,-.'...'. -.� :•...:. �: / � I \ \.. •: \. \ ^ \ \ \ram.-.� i .. .. .. / PHASING PLAN MAINTENANCE OF TRAFFIC NOTES: I PHASE 1 CR 512 TO STA 8+ 75 1. ALL WORK IN THE PHASE 1 AREA OF THE PROJECT MAY NOT 1. CONTRACTOR SHALL COORDINATE WITH INDIAN RIVER COUNTY TRAFFIC COMMENCE UNTIL JUNE 9 2011 AND MUST BE COMPLETE PRIOR TO ENGINEERING 772-226-1326 TO MAINTAIN AND OR REPAIR EXISTING AUGUST 12, 2011. CONTRACTOR MAY MOBILIZE AND BEGIN WORK IN TRAFFIC DETECTION DEVICES AT THE SIGNALIZED CR-5121POWERLINE THE PHASE 2 AREA PRIOR TO JUNE 9 AND COMPLETE WORK IN THE ROAD INTERSECTION. TRAFFIC DETECTION AND SIGNAL OPERATION PHASE 2 AREA AFTER AUGUST 12. DISRUPTION OF SEBASTIAN SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION. ELEMENTARY SCHOOL OPERATIONS BY FAILING TO MEET THIS SCHEDULE 2. CONTRACTOR SHALL CLOSE. POWERLINE ROAD AT THE INTERSECTION MAY RESULT IN LIQUIDATED DAMAGES. WITH CR 512 AND AT STA 34+28.36, AND AT SEBASTIAN ELEMENTARY SCHOOL DRIVEWAYS CONNECTING TO POWERLINE ROAD. 2. CONTRACTOR SHALL CONSTRUCT ALL ROADWAY IMPROVEMENTS 3. "ROAD CLOSED" BARRICADES SHALL BE RELOCATED FROM THE CR 512 INCLUDING RETENTION POND, DRAINAGE I CONVEYANCE AND STRUCTURES, INTERSECTION NORTH TO STA 8+75 UPON COMPLETION OF PHASE 1. SIDEWALKS, PAVEMENT, STRIPING AND SIGNAGE, AND ALL ELSE NECESSARY TO CONSIDER PHASE 1 COMPLETE AND READY FOR SERVICE. I it I PHASE 2 STA 8+ 75 TO STA 34+28.36 CONTRACTOR MAY PERFORM WORK IN THE PHASE 2 AREA AT ANY TIME DURING THE CONSTRUCTION CONTRACT.I HOWEVER, PEDESTRIAN AND VEHICULAR ACCESS TO THE SCHOOL SHALL BE PROVIDED IN A SAFE MANNER. i , I i I IASTELLER & MOILER, INC. CONSULTING ENCINEERS 5. 02110111 15SUED FOR BIDDING DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 No. DATE 02/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32,R60 �EV�S�ONS (772) 567-5300 / FAX (772) 794-1106 LP l 2' Min. ■ ■■ ■ /5 1 Work Area END A 8 Taper Length =3 L ROAD WORK * See Table a V • Device Spacing -Toper Device Spacing -Tongen 500'ROAD. AHEADsPEEmNc E�NEs See Table I See Table I DOODLED - WHEN WORKERS - - - PRESENT _ - - DISTANCE BETWEEN SIGNS Speed Spacing (ft) A B 40 mph or less 200 200 45 mph 350 350 50 mph or oreater 500 500 Table I Device Spacing Speed (mph) -Max. Distance Between Devices (ft) cones or Tubular Markers Type for Type tl Barricades or Vertical Panels or Drums Toper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 50 to 70 25 50 50 !00 Table 1T Taper Length - Shoulder Speed l mph 1 3L (ft) Notes 8' Shldr. l0' Shldr. 12, Shldr. 25 28 35 42 LsWSP 60 30 40 50 60 35 55 68 82 40 72 90 /07 45 120 150 180 L - WS 50 133 167 200 55 147 183 220 60 160 200 240 65 /73 2/7 260 70 187 233 280 8' minimum shoulder width. 3L= Length of shoulder toper in feet 0 * 500'beyond the ROAD WORK W= Width of total shoulder in feet AHEAD sign or midway between GENERAL NOTES ( combined paved and unpaved width) signs whichever is less. i. workers, r All vehicles, equipment, wo ke s, and their activities are restricted DURATION NOTES S= Posted speed limit ( mph ) to one side of the roadway. I. Signs and channelizing devices may be omitted if all SYMBOLS 2. If the work operation encroaches on the through traffic Janes or of the following conditions are met: o) Work operations are 60 minutes or less. ® Work Area when four or more work vehicles enter the through traffic lanes in a one hour ( excluding establishing and terminating the b) Vehicles in the work area hove high-intenslty, rotating, flashing, lights period work area) a flogger shall be provided and a FLAGGER sign shall be oscillating, or strobe operating. Sign With l8° x 18" ( Min.) substituted for the WORKERS sign. The flogger shall be positioned Orange Flag And Type 8 Light at the point of vehicle entry or departure from the work area. ■ Chonnelizing Device (See Index No. 600) 3. This TCZ plan also applies to work performed in the median more.. than 2'but less than 15from the edge of trave/woy. [p Work Zone Sign 4. When work is being performed on a multilane undivided CONDITIONS roadway the signs normally mounted in the median (as shown) shall be omitted- WHERE ANY VEHICLE, EQUIPMENT, b Lane Identification + Direction of Traffic L.. WORKERS OR THEIR ACTIVITIES 5. WORKERS signs to be removed or fully covered when no work, j . ENCROACH THE AREA CLOSER THAN is being performed. l5' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. 6. SHOULDER WORK sign moy be used as an alternate to the WORKER symbol sign. 7. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. I Shoat No. 8. For general TCZ requirements and additional information1 of refer to Index No. 6DD. MULTILANE, WORK ON SHOULDER Index No. 612 TRAFFIC CONTROL/PHASING PLAN [P@W�EP-,UR9 9nno&ADD CITY OF SEBASTIAN C.R. 512 M■IO.T. 0850—base.dvq Title to all documents which bear the DRAWN DRH copyright of Masteller & Moler, Inc. is vested / solely In Masteller & MInc. These FOR BIDDING ' / DESIGNED 5EM documents are provided to thehe owner solely in/ connection with this project. Any other use (� CHECKED 5EM or reuse of these documents or any reproduction, display, sole or other disposition PURPOSES ON DATE 7/15/200q of these documents by anyone is expressly prohibited without consent of Masteller & SCALE IIt=4Or Moler, Inc. pursuant to the Federal Copyriqht 211 011 Low. SHEET .3 or: $ FLORIPA ©2011, MASTELLER & MOLER, INC. .J}�f d JOI I I `L M. E3OYER f F.E. FL #5-71-7O L CT NO.: 0960 .. _ ... .. ... ... .... ... - --- ----..... -' 7- .. ... ._ .. _ .. . . .. .. .. . _ _ _ _ _ _ _ __ _ % . . . .. .. .. .. ,1 ,. I : i . . . . � . � . . . ... . .II �I , l i . . . ;. . . .I I .. .. ; .I . . .. .. . I .. .. - : II' .. .. . t . . . . I . . . i . I �" {1 . .: .. . 1 . .. .1. Woven Fitter Fobrtc lrt Absence Of . . , . ,1 Established Grass (Approx. 12 x 12 ). . . . . 1(Inyl Sheathed EAW Steel Gable .. I .' a Edges By Entrenching And brit Sod (g800 Lbs. Breaking Strength) With a .. . . . Secure Galvanized Connectors (Tool Free Disconnect) 4, .. . Shalll Meet The RequiremeentsOfF Slotted PVC Connector Ptpe Closed Gell Solid Plastic Foam Sidewalk Anchor Bales With 2 - 2' x 2' x Section 385 Of The Standard (Metal Collar Reinforced Closed Cell"Solid Plastic Foam Flotation (6" Dia. EqutvJ (12 Lbs. I. Stokes Per Bale. .. Specifications. Cost Of Fabric To Be Sod 7 Flotation (b Dia. EqutvJ ii Ill Per Ft. Buo ant � , ' ' included In The Contract Unit Price So �� Loose Soil Placed By Per Ft. Buoyant y .�� RIB �_nnnl::ulu�muu� In�m:: II Far Baled Hay Or Straw. TN. Bogs ),�u.. Shovel And Lightly - - __ _ 5` Mtn ,A Compacted Along Upstream I Pol ro Rope e Apron Ditch h Di Edge Of Bales. yP P = _ Anchor a NWlth2-2'x2'x4 C Gutter = _ . 8 Oz. Ion Reinforced p' (600 lb. Breakin . . Curb et __ .. Stakes Per Bale. Curb r = T ° ... .° .. .......".. Ib Oz. Nylon Reinforced Strength) . . s 11$11111111111'"liiii B11f .. Rail Post I PVG Fabric (300 psi Te PVC Fabric (500 si ' i� .nized Chain P i . Stress Galvanized Gh . .. Plate Test) W►th Lacing Grommets � �' � Loose SaJ! Placed By Shovel And Ughf(y 7� Galva 1 .•� PART/AL INLET COMPLETED INLET DITCH BOTTOM INLET !i Compacted Along The Upstream Edge Of Bales. l' Min. Recommended -TYPE II PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ! PLAN PLAN TYPE Rail I Post ELEVATION CS NO-tC,t - I All� Spacing: Bole barriers for pored ditches should be spaced In accordance with . ' I b' Max. -f I. Turbidity bottlers ore to be used In all 1 Chart I. Sheet l of J. Index No. l02 i permanent bodies of water regardless . I 2�/2Mi� D 2od 4' :. R PAVED DITCH n. la. Wo Steel 1' Min. RecommenJ TY 1 Min. Recommended BARRIER FO of water depth. {I 5 TYP D =5' Std. (single Panel For Depths 5' or Less).D =5' Std. (Additional Panel For Depths 5'). 2. Number and spacing of anchors dependent 0 1.33 LbslFt. MintI. r Curtain To Reach Bottom Up To Depths Of 10 Feet. Til Panels To Be Used For Depths Greater Than on current velocities. .. I Anchor Bales With 2 - 2' x 2' x 4 Stakes Per Bale Anchor Lower Boles With 2 - 2' x 2' x 4' Stakes Per Bale. i6 Anchor Top Bales To Lower Bales With 2 - 2' x 2' x 4' Stakes Per Bale. . 10 Feet Unless Special Depth Curtains Specifically Galled For In The Plans Or As Determined By The Engineer. 3. Deployment of barrier around Ile locations -*� Ib Oz. Ion Reinforced NOTICE, COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT p i'VG Fabric (300 psi Test) Optional Post Position Principle Post Position ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOIL RESPON5IBILITY OFTHE USER. may vary to accommodate construction operations. I p ' E%.aGYAT/vN ELEVAT/ON a (Canted 20° Toward Flow) SUBSTITUTIONS FOR TYPES I AND II SHALL BE ASAPPROVED BY THE ENGINEER. 4. Navigation may require segmenting barrier t in _ Post (Options: 2" x 4. Or I Z' FLOATING TURBIDITY BARRIERS during construction operations. ; - . Application and Spacing. The use of Ty es I & Z bale barriers should be limited to the " 1 pia. Wood; Steel . Filter Fabric (In f- P 5. For additional information see Section 104 !1 loons outlined In Chart , Sheet I of 3, l 1133MLbs/Ft. Min) 6' �l - Conformance With Ty 1I , ! PE I TYPE �' Sec. qb5 FOOT / . . I' . of the Standard Specificatlons. .. . . . . Spec) Fabric .�-.� Filter �- STAKED TURBIDITY BARRIER 11 ER FOR UNPAVED DITCHES . � I BARRIER CHES o Silt Flow Flow NOTESt .; _ in Bales To Butt ., Anchor Boles With 2 - 2' x 2' x 4' m I. TYPE I AND lI BARRIERS SHOULD BE SPACED IN ACCORDANCE WITH CHART 1, SHEET I. 4. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER. UNAVOIDABLE GAPS SHALL BE PLUGGED WiTH HAY OR STRAW m = r 6 50' On Centers ( Typ. ) TO PREVENT SILT FROM PASSING. - 1 Stakes Per Bole. A 2. HAY BALES SHALL BE TRENCHED 3' TO 4' AND ANCHORED WITH 2- I/' X 2' l OR r DIAJ X 4' WOOD STAKES. As Required '� w 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. ,4 � w PLAN Loose Soll Placed By Shovel And Light. I , , I , . ENGINEER. STAKES OTHER THAN WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT. I i ,, ' ! X X ELEVATION SECTION 6` Mina Compacted Along The Upstream Edge Of Boles. 6. BALES TD BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, EA. THE UNIT PRICE SHALL INCLUDE � . J. 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 11 BARRIERS. SAND BAGS SHALL BE PAID FOR UNDER THE UNIT PRICE FOR PLAN �iC _ 1� Fill Slope _ PLAN 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 '�} III G..±ILT r GNGE Anchor Bales With 2 2' x 2' x 411 . ' . i Stakes Per Bole. i Silt Flow 1 l` . i. ` �.� ELEVATION . . I _ _ _ - 4, �� Fi!l Slope 1 . 1.�� o ` ` TO BE USED AT SELECTED SITES WHERE THE �� f� � . 1 . . .. \ r;, + � 4 %, NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE ; . ELL Y ATI ON i � X: X " , � - .. _ 1 �� ... X BARRIERS FOR FILL SLOPES TO BE USED AT SELECTED SITES WHERE THE ° NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE \ ' I . Note: act for Type Fence to be to th . �, a�cccordaance wl Chart -, Sheet I of 3 . GRUBBING CLEARING AND TREE - and ditch installations of at drainage 1.STORMWATER POLLUTION y°� T structures Sheet 2 of 3. f,•�t r '� " ^ Type Slit Fence REMOVAL LAND CLEARING PERMITS PRE�IlENT10N PLAN 1 Type Silt Fence Protection N E R A L. NOTES' / Type Silt Fence Around Ditch Bottom Inlets. GENERAL ;; 1 . NOTICE TO CONTRACTORS. LAND CLEARING, TREE REMOVAL AND GRUBBING SHALL BE PERFORMED NATURE OF CONSTRUCTION ACTIVITY: CONSTRUCTION OF PUBLIC ROADWAY Do not deploy In a manner that silt fences will act as a dam across permanent flowin IN ORDER TO SECURE PERMITS TO CONSTRUCT'THIS PROJECT, THE UNDER THE PROJECTS ENVIRONMENTAL RESOURCE PERMIT. I' watercourses. Sift fences are to be used at upland locations and turbidity barriers 9 OWNER MAY HAVE OBTAINED AN N.P.D.E.S. "GENERIC PERMIT FOR SEQUENCE OF CONSTRUCTION EVENTS: I used at permanent bodies of water. STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION THE CONTRACTORS SHALL POST A COPY OF THE PERMIT AT THE SITE .I' 1. INSTALL SILT FENCE AND OTHER EROSION CONTROL DEVICES. ACTIVITIES" FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PRIOR TO COMMENCEMENT OF GRUBBING, TREE REMOVAL OR .. 2. CLEAR AND GRUB SITE. f SILT FENCE APPLICATIONS PROTECTION. CONTRACTOR IS HEREBY NOTIFIED THAT UPON LANDCLEARING. I, . .: 3. EXCAVATE STORMWATER LAKES. USE SOD TO STABILIZE BANKS . EXECUTION OF A CONTRACT FOR CONSTRUCTION OF THE PROJECT AFTER CERTIFICATION. atonal Post Positions I I Post Options Softwood 4" Dia Principle Post Position IMPROVEMENTS, OWNER MAY FILE A "NOTICE OF INTENT N.0.1) TO GRUBBING: 4. ROUGH GRADING. softwood 4' X 4" (Canted 20° Toward Flow) Paul Mesh (20 Fab rldn.) 6 CERTIFICATION STATEMENT WITH THE APPLICATION FOR GRUBBING PERMIT SHALL BE FILED WITH THE CITY I 5. CONSTRUCT UNDERGROUND UTILITIES. Hardwood 3" Dia Or Toe A Fens THE F.D.E.P, AND "COMPLIANCEON THE APPROPIATE FROMS. THE APPLICATIONS SHALL INCLUDE A COPY OF 6. CONSTRUCT STORMWATER CONVEYANCE SYSTEM. .. - n. lo' Max. ( Index No. 451 d Sec. q66 L' �u COPIES TO THE OWNER AND ENGINEER. Steel L331bs/ft MI _ Paul Mesh or THE RECORDED DEED INDICATING THE CURRENT OWNER. 7. CONSTRUCT ROADWAY SUB -GRADE AND BASE 1 . i j' FOOT Spec. ) > Type A Fence Fabric . L.. 8. CONSTRUCT BUILDINGS. THE COMPLETION OF THIS PROJECT BY THE CONTRACTOR REQUIRES THE OWNER SHALL THEN INSPECT THE SITE FOR LISTED SPECIES AND Filter Fabric COMPLIANCE WITH THE STATE' OF FLORIDA DEPARTMENT OF 9. CONSTRUCT PAVEMENT AND SIDEWALKS. r . li � e m isilt Flow ENVIRONMENTAL PROTECTION "GENERIC PERMIT FOR STORMWATER ENVIROMENTALLY SENSITIVE FEATURES. IF LISTED SPECIES ARE FOUND, THE I . . E OWNER SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM i TOTAL AREAS OF THE SITE: 9.63 ACRES DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES" PER II _ _ THE STATE OF FLORIDA. . FDEP DOCUMENT NUMBER 62-621.300(4) (A). IT IS THE i I titer Fabric (In AREAS TO BE DISTURBED: 6.75 ACRES i CONTRACTORS RESPONSIBILITY TO PERFORM AND MAINTAIN THE TREE REMOVAL AND LAND CLEARING: 1 .. ELEVATION Conformance With SECTION PROJECT SIT IN ACCORDANCE WITH CONDITIONS OF THE "GENERIC THE APPLICATION FOR A TREE REMOVAL PERMIT OR LAND CLEARING PERMIT Sec. q65 FDOT Spec) PERMIT THE CONTRACOR SHALL BE CONSIDERED TO BE THE CONCURRENT WITH AN SOIL DESCRIPTION. iMMOKALEE FINE SHALL BE FILED WITH THE BUILDING DEPARTMENT CONC R MYAKKA FINE SAND .. I . . . : TYPE TZ SILT FENCE "OPERATOR" AS DEFINED HEREIN. APPLICATION FOR A DEVELOPMENT ORDER PERMIT. .. . I THE OPERATOR IS DEFINED AS: THE LEGAL ENTITY THAT OWNS OR . DRAINAGE AREA SIZE: 6.75ACRES i . . . OPERATES THE CONSTRUCTION ACTIVITY AND THAT HAS THE EXISTING NATIVE VEGETATION: I �I AUTHORITY TO CONTROL THOSE ACTIVITIES AT THE PROJECT EXISTING NATURAL VEGETATION TO BE SAVED IS INTENDED TO BE .. . . NECESSARY TO ENSURE COMPLIANCE WITH THE TERMS AND INCORPORATED INTO THE LANDSCAPE PLAN. PROTECTIVE BARRIERS SHALL I I ` . . CONDITIONS OF THE PERMIT. THE OPERATOR'S RESPONSIBILITIES BE INSTALLED PRIOR TO LAND CLEARING TO PREVENT DAMAGE TO NATURAL' BEST MANAGEMENT PRACTICES (BHP S) 11. ARE AS A MINIMUM AS FOLLOWS: VEGETATION TO BE SAVED. .. I' SILT FENCE, INLET PROTECTION, FLOATING TURBIDITY BA RIERS, 1. PREPARE STORMWATER POLLUTION PREVENTION PLAN AND SPECIMEN TREES: CONSTRUCTION SEQUENCE MINIMIZED TIME FOR POTENTIAL EROSION, MAINTAIN THE SITE IN ACCORDANCE WITH THAT (PLAN. THE REMOVAL OF A SPECIMEN TREE REQUIRES A REMOVAL PERMIT FROM i1. GRAVEL ENTRANCE LIMITS SOIL ON ADJACENT PAVED ROADWAYS. 11 '.. THE CITY. .. .. 2. FILE A "NOTICE OF INTENT", (DEP FORM 62-621.300(4) (D), PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION: PERMANENT STORMWATER CONTROLS: INCLUDING APPLICABLE PERMIT PROCESSING FEES 48 HOURS PRIOR 1 TO COMMENCEMENT OF CONSTRUCTION. A COPY OF THE "N01" OR ALL PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MUST BE REMOVED , DRY RETENTION POND WILL BE USED TO TREAT AND ATTENUATE A LETTER FROM THE 'DEP CONFIRMING -COVERAGE UNDER THE BY THE DEVELOPER AT THE TIME OF CLEARING. PROHIBITED AND I UNDESIRABLE EXOTIC VEGETATION SHALL NOT BE USED TO MEET THE TREE ; .SYSTEM STORMWATER RUNOFF P.7ER COMPLETION OF CONSTRUCTION PHASE. PERMIT SHALL BE POSTED ON SITE FOR PUBLIC VIEWING. OR LANDSCAPING REQUIREMENTS OF THE LAND DEVELOPMENT CODE. ' 3. PROVIDE A "QUALIFIED INSPECTOR TO PERFORM THE PROHIBITED AND UNDESIRABLE EXOTIC VEGETATION MAY BE REMOVED POTENTIAL POLLUTANTS: PORTABLE TOILET CHEMICALS WILL BE PROPERLY REQUIRED INSPECTIONS IN ACCORDANCE WITH THE STATE OF WITHOUT A PERMIT AFTER RECEIVING VARIFICATION FROM THE BUILDING I HANDLED AND DISPOSED. ' FLORIDA GENERIC PERMIT FOR .STORMWATER DISCHARGE FROM DIRECTOR. . 1 11 PETROLEUM PRODUCTS (lE: LUBRICATIONS, FUEL) SHALL BE HANDLED LARGE AND SMALL CONSTRUCTION ACTIVITIES, DEP DOC # EROSION CONTROL NOTES ; AND STORED IN SUCH A MANNER TO MINIMIZE IMPACTS FROM SPILLS. 62-621(4) (A). INSPECTIONS: SITE WILL BE INSPECTED FOR EROSION PROBLEMS DAILY 4. BEFORE CONDUCTING ANY PROJECT ACTIVITIES THE OPERATOR 1. CONTRACTOR SHALL BE REQUIRED TO DEVELOP A STORMWATER AND AFTER EACH RAINFALL EVENT GREATER THAN 0.5 INCHES. :.'A RAIN AND ALL SUBCONTRACTORS SHALL SIGN AND PROVIDE TO THE POLLUTION PREVENTION PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE GAGE SHALL BE INSTALLED ON SITE TO MONITOR RAINFALL. I1 '. FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, THE FOR EROSION CONTROL USING BEST MANAGEMENT PRACTICES FOR THE . l OWNER/DEVELOPER AND THE ENGINEER A COPY OF THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CONTRACTOR IS RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION FOLLOWING: CERTIFIED AS COMPLETE. CONTROL AS NECESSARY TO MEET STATE AND LOCAL REQUIREMENTS. CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND I SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE 2. THE CONTRACTOR IS REQUIRED TO OBTAIN AN N.P.D.E.S. PERMIT PRIOR RESPONSIBLE AUTHORITY: (CONTRACTOR - TBD) I STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER TO THE COMMENCEMENT OF CONSTRUCTION, AND SHALL BE REQUIRED TO DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES PERFORM ALL RELATED INSPECTIONS, REPORTING, AND OTHER I C 62-621-.300 4 A AND THE STORM WATER (DEP DO # O O ) DOCUMENTATION. POLLUTION PREVENTION PLAN." THE CERTIFICATION MUST 3. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE ' II INCLUDE THE NAME AND TITLE OF THE PERSON PROVIDING AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING. j .. .. ji THE SIGNATURE; THE NAME, ADDRESS, AND TELEPHONE I II NUMBER OF THE CONTACTING FIRM; AND THE DATE THE 4. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION. ; jI . CERTIFICATION IS MADE. . . .jI 5. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED .. . . 11 5. WITH IN 14 DAYS OF A DIFFERENT OPERATOR TAKING IMMEDIATELY IF DAMAGED. . , RESPONSIBILITY OF THE CONSTRUCTION ACTIVITIES A "NOTICE OF 6. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE . TERMINATION" (DEP FORM 62-621-300(6) ) SHALL BE SUBMITTED. I STABILIZED WITHIN SEVEN (7) DAYS OF FINAL GRADING. ROUGH GRADING . ' �. . . IF A N.O.T. IS SUBMITTED DUE TO A CHANGE OF OPERATOR, LEFT OR INTENDED TO BE LEFT FOR MORE THAN 7 DAYS SHALL HAVE I 1i 1 WITHIN 48 HOURS BEFORE ASSUMING CONTROL OF THE TEMPORARY STABILIZATION. - I ' ""'"" CONSTRUCTIONS ACTIVITIES, THE NEW H L FILE A OPERATOR SAL . I . : . . SIGNED 'N.0.1" IN ACCORDANCE WITH THIS PERMIT. 7. ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED { . . MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR 1 .. .. . . . . II II 6. WITHIN 14 DAYS OF THE FINAL STABILIZATION OF THE SITE, _ HAYBALES. li ..... .. .... . 11 OPERATOR SHALL FILE A "NOTICE OF TERMINATION" (DEP FORM I . .. . .. I 62-621-300(6), TO THE F.D.E.P. WITH COPIES TO THE OWNER 8. FLOATING TURBITITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER i AND ENGINEER. BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITIES WHERE PROTECTION , . . . 'I II I AGAINST TURBID WATERS DISCHARGE MAY OCCUR. "` . I - 9. ALL SILT SCREENS AND FENCES SHALL BE INSTALLED PRIOR TO WORK 11 . COMMENCING. IF EXOTIC VEGETATION IS TO BE REMOVED ALONG SILT FENCE i. . .. LOCATION, THE FENCE SHALL BE INSTALLED WITHIN 48 HOURS OF EXOTIC I . REMOVAL OR SOONER, IF POSSIBLE. iI . 0850-bose.dvq +I Title to oil documents which bear the DRAWN DRN :. - I 1 11. - . . ,,,_,_ I. -I STELLERMOLER, INC. . - I - 11 1;,�, ),. I A 111 . . _j" ,: CONSUL TINC ENGINEERS 8. 0211011 155UED FOR BIDDING ORH/JMB CERTIFICATE OF AUTHORIZATION #4204 No. PATE VESCRIPTION 02/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32g60 (772) 567-5300 / FAX (772) 794-1106 EROSION ONTROL DETAILS I �II P@M912NUHq 12O&Dor I, II T I A N CITY OF 11 SEBAS al OIDA copyright of Mosteiler & Moler, Inc, is vested solely n Hosteller & Mh er, Inc. These documents ore provided to the owner solely h connection with this project. Any other use or reuse of these documents or any or these documents ns anyone s expressly th se d display, sale or other expres ly prohibited without consent of Hosteller & Moler, Inc. pursuant to the Federal Copyright Law. ©2011, MASTELLER & MOLE2, INC. / FOR BIDDING PURPOSES ON 2f/ '4/20I 1 DESIGNED 51=M CHECKED _5em DATE 7/15/200q scAtE N/A SHEET 4 of 6 # REVISIONS - �oriN M. �or�M, T.�. T-L ��-I�O PROJECT NO.0850 i I. Ni j- 1 �k 20 "T—, X V�M 4��Awf"_U '�-2w A. or is, �4 H11 -lam— fi 7 X)i 45 4,0 W :01iLg AOL M-A F a _4 f 4% L2�_ 5 MR 'Wr, j� ma g f SV 0 P 2� J, N o NEA g m M 1L 'M alM 21- !WR I R, rem 4'i)l q 7 IT 1A N Pk KA J _AL_ X d 40 W- Rn -v� A�� M WWI 4 M� ov M� xi Wi' T f IA51. I I , mitWvi, C � e __1 - .blv 7, 7- 4� Nli 0% ;�b W AL 7�z f 0 OW Av Ti --w x, !� , - it 7i ft A Ilk 1 1 W*V W Ag sum MISS, ��kg V -A& xa__ —dranaqe map.dvq OL350 OF;ZH Tttle to all documents vhIch bear the f)QA\VN copyrtqht or Nosteller & Noler, Inc. is vested CITY OF solely ki Mosteller & Noler, Inc. These M SE 5EM DRAINAGE MAP MASTELLER & MOILER, INCE documents are prov�ded to the owner solely v E;A�T!�Jq connection wtth this project. Any other use FOR BIDDING I CHECKFO or reuse of these documents or any reproduction, display, sole or other dispostoon PATC- 7/14/20OLI 1� n@L or these documents by anyone 6 expressly CON3ULTINC ENCINEEIRS PURPOSES ON 02110111 159JED FOR E3100IN& M CERTIFICATE OF AUTHORIZATION #4204 prohbited vtthout consent or Nosteller & SCALE I"=200' Noler, Inc. pursuant to the Federal Copyrtqht 211 Oil NO. OATE PESCRIPTION 012/A 1655 27th 3TREET — 3UITE 2, VERO BEACH, FLORVA 32960 Low. 5HEET 5 OP a CITY OF SEBASTIAN (772) 567-5300 FAX (772) 794-1106 PLORIPA 200% MASTel-f-ER & MOLE-2, WC. A20JECT NO.: OHN M. E30-T-ER F.E. FL #5-7c[-70 aet5ol IREV13IONS _J T : I STELLER & MOLER, INC. 5 : x ;, [NO. CONSULTING ENGINEE120211011 155UED FOR BIDDING DRH/JMB CERtIFICAtE OF AUtHORIZAtION f 4204 0ATE 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32g60 (772) %7-5300 / FAX (772) 794-1106 DEMOLITION &EROSION CONTROL PLAN IJLJ (11�� LLLL�� LJ V IL—�I CITY OF,, SEBASTIAN solely i of Hosteller & Nole Inc. vested solely n Hosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse or these documents or any reproduction, display, sale or other disposition or these documents by anyone is expressly prohibited without consent or Mosteller & Moler, Inc, pursuant to the Federal Copyriqht Law. ©2011, MASTELLER & MOLER, INC. FOR BIDDING PURPOSES ON 211 �2011 �EsiCNEo c.�EP•i CHECKED SEM GATE 71151200q -SCALE I"=40' -SHEEt 6OF8 2EVISIONS F�oRIOA - JOHN M. �or>�K, �.Z. L #�7g7o PROJECT NO.: o8so a. 8. 02110111 155UED FOR BIDDING ORH/JMB NO. DATE DESCRIPTION DR/APP REVISIONS CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 a I- W—k—,M uuu U u L� LJ Ll L7 LuuJ VUU I� LJ Ll u-U CITY OF SEBASTIAN FLORIDA connection with' this project. Any other use or reuse of these` documents or any reproduction, display, sole or other disposition or these documents by anyone is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyrpht Low. ©2011, MASTELLER & MOLER, WC. V 1 ■ V I V V I 1 M %A U PURPOSES ON 2 4�2011 CNECKEP eJ. EEL.( CArE 7/I5�20OCI SCALE j"=40� sHEEr $ of $ u}�' JO�TI `! M. >�OY�� L ��0 PROJECT NO.: 0850 _ _ ___ _ ___ __ _ _ _ ___ _ _ ____ _ _ ___ ___ _ _ _ _ �_.. _ _ ____ _ _ . . .. ... ...- . ... . ... ....... . . . . . .. .. . .. .. .. . . .. .. . 1. .: .. .. .. .. .. . . .% ... ; .. .. .. ON II . . .I... ' .. .- . I . .iI.. . I.... . .. ... . . I: . ., .. .I..I . I .. .I.. . ...... I... I. ... I. ..... I .. .N\.. .. . ..I..I. .... . . ........ . .7..7..%..... ... I. . . . . .I% . 1. . .�..... I . .;.. ... I ... .. . .. ..... 1... ....... .. .. I ......� .. ..... . ..:�...I . . ..I .I ... .I .�.; .. ..\I. . .... ... . . O... .... .... . .. , . .. .. . . 1 , _ CONSTRUCTI i ; . '\-:. . ... I.. . .,- .. .I \... . .. �-, . . . .. I BASELINE .1 .PAVEMENT SECTI . .. : . ROW i EX UTILITY POLE ALIGNMENT ; I EX UTILITY POLE ALIGNMENT (ACTUAL LOCATION VARIES) i .. (ACTUAL LOCATION VA??IF.5) ROW II I. SEEN 4 SEE NOTE 5 CONSERVATION T O - H R OTE EASEMEN 1 2 INC ASPHALT COU SE: I LIMITS OF CONSTRUCTION -I _ (DO'NOT DISTURB) 2 1 " TYPE SP-9.5 LIFTS . .. . . , . STANDARD CLEARING 4 RUBBI . . G NG I .. -OR- . .. 50D ALL DISTURBED AREAS (1) 2„ TYPE SP-12.5 LIFT . ;. . I. . . 70.5' 2q.50' MAX (VARIES- SEE NOTE BELOH I Q2 8-INCH BASE COURSE: THE BASE 'COURSE SHALL BE EIGHT INCHES OF . TYPE F CURB 4 24.0' MODIFIED TYPE F 1 .. CEMENTED COQUINA ROCK (LBR 100) OR LIMEROCK 'AND COMPACTED TO 98 . , .. . - GUTTER (TYP) 1 PAVEMENT AREA SPILL CURB (TYP) .. PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). i I: I 8.0' VARIE 12.0' .: 12.0' 6.0' SOUTH BOUND NORTH BOUND SIDEWALK I. . 2.O' 4 HIGH HEDGE TO 6.0' I Q3 12-INCH STABILIZED SUBGRADE: SUITABLE CLAMED SOIL HAVING A LIMEROCK BE PLANTED ALONG �* 1 Io N o o 1' BEARING RATIO (LBR) OF 40 OR FBV OF 75 PSI SHOULD BE USED FOR THE 01.50% MAX 4.1 4.0 SWALE T.O.B. o ca i . o '- { ) I . . . c� 0 2% o ti , MATCH NATURAL .. OF 1.50% MAX) 4.0 4.0 - �; 2% o ' .� . GROUND PROCTOR V ALUE (AASH TO T-180). CT ED TO 98 PERCENT ITS MODIFIED DRY f. / rn �'" I // .. . ..I. REGRADE EA5T BANK OF CANAL / % \,, / \ \\/' \ \�, t.'.. \ . ` / ! . `� . VARIES \ \ \ \\ \\ \\ \ ® ADDITIONAL FILL SHALL CONSIST OF CLEAN GRANULAR SAND CONTAINING LESS - - APPLY HYDRO -SEED W/ ENKMAT L�INING � / 1/;. / / / / �% / \ I (SEE DITCH LINING DETAIL SHEET CD I) ` / % �/ // / / \1 /`'`; , / / // / �/ / \�/\ / - _ _ _ . I THAN 10% MATERIAL PASSING THE U.S. STANDARD NO. 200 MESH SIEVE AND \ \\ \\ \ \\ \` \ \i \\/\: \ •.I . . . /\\ I .. - - . - - - - - - . ' .. .. PLACED IN LOOSE LAYERS OF 12 INCHES AND COMPACTED TO NO LESS THAN \ \ \ \ \ \r'\ / „\ 5 s / . . \ .. I 7 ��'/�//// ��/'/ `/ i" . / ,,� ' / /� f /j '/ 95 PERCENT OF ITS MODIFIED DRY PROCTOR VALUE AASHTO T-180 . EXISTING DITCH / �\. / i. / / \ / / f /,.. % �/ / // // J/ // // /\ ( ) \\ \\ 4.O ,�.\\\\ \, \ \ \ \ \ \ \ I / / \ /f / . .. \ \ \\ \\\\\/�\�\\\\\. . \ \ \ / , !' ... ,/i,,/ /,, /� //, / / / . //. / % /�� \/ /\\/ NOTE. FROM STA:32+00 TO STA:' 34+28.64 THE . .\ / CONSTRUCTION BASELINE TRANSITION FROM 29.5.:. . 4 TO 23.45 FROM THE RIGHT OF WAY TO MATCH I . / 15.0' i . . . ,\ 1 .. / OVER- EXCAVATE 4 REMOVE OF WITH THE EXISTING ROAD WAY.. . . . . f�l RETE SIDEWAL�C . /. HARDPAN LAYER- BAGKFILL W/ P OW E R L I N E ROAD . O C . \ : i . . . . . AN NATIVE SOIL (SEE NOTE 2) .. .. .. GLE . ... .. . .. :. 1 - . // .. . . ' . . .. '../ . . .: ` 5 CONCRETE SIDEWALK 4" THICK 3 000 PSI FIBER -REINFORCED CONCRETE : , , { 12" STABILI E SUB RA E 1 . Z D G D `. + A 4+ DESIGN SPEED: 35 M. P H. ❑ . POSTED SPEED 35 M.P.H. I . ,, OR TO BE b BEHIND CURB . .. . ' ... .. 1 . . . . .. . . .. . ICK, 3, 000 PSI FIBER -REINFORCED CONCRETE . SCALE: HORZ. 1 =6 . . . . . . . .. . . WHERE NOTED. .. SEE DETAIL VERT 1 -3 - . . . .• . . : . . : 'I. .. .; .. . . _ 6„ TH G `6» BE �- -h I I� I� 1 CK, EX I ACH SIDE COMPAC ALL BE NO LE T N 9 PERCEN 0 S • 6 STABILIZED SUBGRADE TENDIN POND THE SIDEWALK ON . . . E T10N SH N SS HA 5 T F I T .. - ., . I.E 1 ., .. TEMPORARY GONST. EASEMENT MODIFI D DRY PROCTOR VALUE AASHTO T 80). . !CON STRUCTION 1 .. . . BASELINE I . . i . EX. UTILITY POLE ALIGNMENT EX. UTILITY POLE ALIGNMENT I. ROW . (ACTUAL LOCATION VARIES) (ACTUAL LOCATION VARIES) ROW { ■ . SEE NOTE 4 . I SEE NOTES STABILIZE® MAINTENANCE AREA . i I . i i.. . .. i LIMITS OF GON5TRUGTION 1 20.0, . AR I. STANDARD CLEARING 4 GRUBBING SEBASTIAN ELEMENT Y .;. i . SCHOOL i 7 STABILIZED SUBGRADE 12, THICK, COMPACTION SHALL BE NO LESS THAN 95 i 50D ALL DISTURBED AREAS .. I' .. PERCENT OF ITS MODIFIED DRY PROCTOR VALUE (AASHTO T-180). L { I i I . .i . .. . �f 0.5' i 2q.5' *SIDEWALK TO BE 6' WIDE FROM TYPE F CURB 4 24.0' MODIFIED TYPE F STA: 6+04.04 TO 5TA: 5+13 I TYPICAL SECTION NOTES ■ GUTTER (TYP) PAVEMENT AREA SPILL CURB (TYP) 5.0' VARIES 12.0' 12.0' VARIES VARIES -A SIDEWALK TO BE 5' WIDE FROM i I SOUTH BOUND i NORTH BOUND SIDEWALK STA: 5+13 TO STA: 21+00 I 1. CLEAR THE CONS TRUCTION AREA OF ANY SURFACE DEBRIS, INCLUDING VEGETATION, ROOTS AND ORGANIC MATTER. STUMPS SHALL BE REMOVED 2.0' 6.0' . J' .. i N w - -.- - - - - - ENTIRELY. THE CLEARED AREAS SHOULD BE GRADED LEVEL AND PROOF -ROLLED. 4 HIGH HEDGE TO BE PLANTED ALONG :* d- 0 1% ANY SOFT YIELDING AREAS SHALL BE EXCAVATED AND REPLACED WITH CLEAN Io N 1.50% (MAX) I - �� .,� COMPACTED FILL. SUFFICIENT PASSES SHOULD BE MADE DURING COMPACTION REGRADE EAST BANK OF CANAL 4.1 4.0 SWALE T.O.B. O cn MATCH NATURAL APPLY HYDRO -SEED W/ ENKMAT LINING 1.509 MAX o ?y / ` '`/ % `% `% " // OPERATIONS TO PRODUCE A DENSITY NO LESS THAN 95 PERCENT OF ITS (SEE DITCH LINING DETAIL SHEET CO I) _ ) 4 0 4 0 �,\" M 2% \%/�///\\//\\� <.:>GROUND I MODIFIED DRY PROCTOR VALUE (AASHTO T-180) TO A DEPTH OF TWO FEET.I �,II�.WI EI .... kF.....I'.. . . . . ..... ... .III . ..\ .I�I1�. .. .. .. ... ........I...... ..... .. .'..... : ..... : . .. ... ........... .. �iI;..........;..........:...:..:......::.:...:................I // -, VARIES �// /�/ % / // �/ / // / .----- - _ I / / / / /` / /\�//�/ �/ % %\ , \\/ .I 2. FILL UNDER RETENTION SWALES AREAS BE CLEAN PERMEABLE SOIL, MINIMUM \ ` ' \ / \ / \\\\\ \\� 5 \\i, \\\ \ :>/ \�/Ij�\/\/ , / / / X, .. PERMEABILITY OF 22.0 FT/DAY. (CONTRACTOR TO PROVIDE GEOTECHNICAL �/ / / / / / , � / / / , I..,/ / / / 6 /\/ %\%\ \ /\ �. �� \ /\/ / // I TESTING RESULTS DEMONSTRATING PROPOSED FILL MEETS PERMEABLE i i, � �i EXISTING DITCH / \\ \ \\ �� \ \ �,, \� \ /�\ �' ! \ \ �\ \ `, \�� \\/\`" \� \ ' \\ 7 \/\/ \ �i // 4. O \�� /�/ /\ \ \! /\ \/\/ \/ / i. / �� / / % /\/\�\i;,/; i / REQUIREMENTS.) DO NOT COMPACT. /f, \ // /, �/ \/ / / / \ //, / / / f, �\// �/ //\f�\/� /i \� . 3. SOD TO BE PLA \ / / / . i 4 CED PER FDOT INDEX 281 \ / . I .. . . 1 is 4. UTILITY POLES CONTRACTOR SHALL NOT REMOVE FILL FROM BASE ,OF EXISTING Is:o' \, / OVER- EXCAVATE 4 REMOVE I .. . / HARDPAN LAYER- BAGKFILL W/ POWERLI N E ROAD OHE UTILITY POLES. i GLEAN NATIVE SOIL (SEE NOTE 2) . STA 6+04.04 TO STA 21 +50 5. PAVEMENT CORES: CONTRACTOR "SHALL PROVIDE FULL PAVEMENT SECTION \ - DESIGN SPEED: 35 M.P.H. 1 CORES BY LICENSED GEOTECHNICAL CONSULTANT. A MINIMUM OF 8 CORES 4111 `' POSTED SPEED 35 M.P.H. I. ED A T T SHALL BE PERFORM LOCATIONS DETERMINED BY HE E 0 R PROPOSED CONSTRUCTION ELEVATIONS ON NGVD DATUM 100.00 - ELEVATIONS RELATIVE TO CENTER LINE 11 11 11 POWERLINE ROAD 12" STABILIZED SUBGRADE TO BE 6" BEHIND CURB SEE DETAIL-' . I SCALE: HORZ. 1 »=6,1. 1. VERT. 1 „=3, . I: .. .. . . . TEMPORARY GONST. EASEMENT I- ..._.. ."'!�, , - . i I � : 1: - L:: " ".. �'__ . . .. SOD ALL DISTURBED AREAS I I . VARIES II BASE COURSE a X . .. j ' . . ..... � . :.II ...A-Ii MODIFIED TYPE F 36.0' TYPE F CURB 4 a 4 SPILL CURB (TYP.) i PAVEMENT AREA GUTTER (TYP) i . 12.0 12.0' 12.0' q 5' : - 6.0' SOUTH BOUND SOUTH BOUND NORTH BOUND ; SIDEWALK 6.0' LEFT TURN LANE . ' . . 1 - - - --' b f i.. I I STABILIZED SUBGRADE o � J o� �% o 0 1 Io 00 0 `------------I- MATCH NATURAL 0 0 GROUND , / \% ��', 0 2% of tq rn �- 0 11.50% (MAX) ----- \' \ \ , ,.,,:^ rn 29 of �,- ' •. ` •. ' \ MATCH NATURAL /;,4 i/ /// /_ ��\/j\/�` / GROUND \\/ \// \/\//\ \/\/ \� ��\\ \ \.------------I-- \\/ \\ /\\/\\/ \//\\, // ,/ \�/ /////'/ '/ / ///% / 5 /,/ / II III I. 12 STABILIZED 5UB0RADE \I \/\� �� t` \/\ \ /," �� . .\ : \ \ . \\ , \\ . \\ TO BE 6" BEHIND CURB \!�\/i\\�j�\/ \r % j / \ \/\\/\\/\\ii\\%\\/\I/\% `�/��/ , , \\ \\/\\ 6 E D E FI II PAV E I� E N T D E TA I L \\ i \ii,\,r /i /i /i !/ -/ // /i , / / /i �/ \\r CUR / G O /j/\//�/�\/�\/�\/��/j\ / SEE DETAIL 4 I:1. (N. T.S. ) ;, j. -. - - - i _ i' II . ,. ;. __- 1. - - 0850-bose.dvq - Title to all documents which bear the i � - 7 M I I . P� - I k�':-STELLAR &MOLER,I C�' �""�'�%'.I 11 �� .I. . ! . Iri a., , CONSUL TINC ENCINEERS &. 02110/1 155UED FOR BIDDING DRH/JMB I CERTIFICATE OF AUTHORIZATION #4204 I NO. DATE DESCRIPTION I PR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 7q4-1106 TYPICAL ROADWAY SECTION Ii . IHE P@\VV �MM n@&[D ;. CITY OF SEBASTIAN 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, sole or other disposkbn of these documents by anyone' is expressly prohibited without consent of Mosteller & Moler, Inc, pursuant to the Federal Copyriqht Law. 02011 MASTELLER & MOLER INC. FOR BIDDING �/ u O S S 2 '4�2011 pzAwN j�Rf{ 0ESIONEO 5FM CHECKED 5EM pArEL7/15/200q SCALE NOTED SHEET TIor T2 REVISIONS FLORIDA JOI I M. b0YzK1 .t.L? - I O PROJECT NO : OV50 .i _ _ is MFMASTELLER &MOLER, INC. q. CONSULTINC ENCINEER3 8. 0211011 155UED FOR BIDDING DRHMMB M CERTIFICATE OF AUTHORIZATION #4204 NO. DATE DESCRIPTION OP/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) W4-1106 copyright of Mosteller & Moler, Inc. is vested TYPICAL ROADWAY SECTION solely in Masteller & Moler, Inc. These ESGNED 5EM documents are provided to the owner solely in FOR B I D D I N G connection with this project. Any other use / CHECKED SEI"t or reuse of these documents or any O �A`� � reproduction, display, sale or other disposition pare 7/15/200q �J� / LLLJJJVVV of these documents by anyone is expressly PURPOSES ON prohibited without consent of Masteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyright 2111 12011 CITY OF SEBASTIAN Law. SHEET T2 of T2 FI,ORIDA ©2011, MASTRIER & MOLER, INC. ki M M Yr=n t7 It= r=L LJ PROJECT N0 � . Wk:V151UN5 0850 Tide to all documents which bear the DRAWN ORH copyright of Hosteller & Haler, Inc. is vested CITY OF {i solely in Masteller & Moler, Inc. These EsiCNE� SEj..( I HORIZONTAL GEOMETRYdocuments are provided to the owner solely aFOR BIDDINS7 LL RMOLER, connection with this project. Any other use cHeci Eo ��T, 5)=M •. D D D or reuse of these documents or any A p reproduction, display, sale or other disposition DATE % 15 200q v CONSUL. TINC ENCINEE2 S CnU LI PURPOSES ON of these documents by anyone � expressly prohibited without consent of Masteller & SCALE 1"=20� 8. 02/10/I ISSUED FOR BIDDING DRH/JMB M CERTIFICATE OF AUTHORIZATION #4204 _� - � . , � , Moler, Inc. pursuant to the Federal Copyright 2� �2Oi l E �EscRIPTION �R APP 1655 27th STREET -SUITE 2, VERO BEACH, f�ORIDA 32g60 Law. SHEEt or - HI H3 N0. PATE , CITY OF SEBASTIAN 5 — 72 7q4— I IOF ©2011, MASTRIC & MOLE2, INC. (772) 67 5300 /FAX (7 ) FI.ORiDA JOHN M. B0-T-ER fi .E. FL #57Q%O PRo�E�T No.: 0850 REVISIONS I. I �I 'gyp. / �..•:- \. ;. �.\ \ �..\. \ :�-.\ � i x 22. 38- tiD 2 j 0850—base.dvq IETENTION POND P@MHZ:,:' RDIUME R@&[g {� Title to all documents which bear the copyright of Hosteller & Moler, Inc. vested solely in Hosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse op these documents s any reproduction, display, sole or other disposition of these documents by anyone is expressly prohibited without consent or Masteller & FOR B I D D I N G (1K PURPOSES ON DRAWN 7R{ DESIGNED �M CHECKED SEM DATE %/ 1,�j 200q // SCALE 1"=20' r .Moler, Inc. pursuant to the Federal CopyrightATE �EscRIPTION �R AFP 1655 27th STREET — SUITE � 2, VERO BEACH, FLORVA 32c160 Law. SHEET PI aF P7 o , CITY OF SEBASTIAN . , n ©Roll, MASTELLER & MOLER, INC. (772) 567-5300 / FAX (772) 7q4-1106 r FLORVA JOHNI M. E3OTER F.E. FL #�7Q70 aRa>EGr NO.. o850 REVISIONS �f , I , 24 DATUM ELEV m m N N � I +00 ,rM MASTELLER & MOLER, INC. q CONSULTING ENGINEERS 8. 02110/11 1551JED FOR BIDDING ORH/JMB m CERTIFICATE OF AUTHORIZATION #4204 NO. PATE PESCRiPTION OPIAPP 1655 27th STREET SUITE 2, VERO BEACH, FLORIDA 32g60 REVISION3 (772) 567-5300 / FAX (772) 7g4-1106 2+00 CITY OF SEE;MTIAN, 3+00 POWERLI N E ROAD STA 0-�-00.00 to STA 4+50.00 SCALE: HORZ. 1 "=20' VERT. 1 "=2' i PLAN: AND PROFILE p o �IC�Qd�aC QOaD O CITY 1,OF SEBASTIAN FLORID i M MASTELLER OLER, INC. ,,. CONSULTING ENCINEERS 8. 02110111 155UED FOR BIDDING ` DRH/JMB CERTIFICATE OF AUTHORIZATION #4204 No. DESCRIPTI N DATE o DR/APP 1655 27th STREET SURE: 2, VE20 BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 7q4-1106 copyright of Masteller & Moler, Inc. is vested Lrtn PLAN AND PROFILE solely in& Moler, Inc. These DEsicNED 5EM documents orere provided ded to the owner solely in FOR B I D D I N G connection with this project. Any other use CHECKED 5EM P@W8912 or reuse of these documents or any reproduction, display, sale or other disposition DATE 7/15/200cl .Mmp 12@L%ID f these documents b anyone is expressly o t d Y Y P Y PURPOSES ON prohbited without consent of Mosteller & SCALE 1"=20' Moler, Inc. pursuant to the Federal Copyriqht 2�1 12011 CITY'OF�iSEBASTIAN Law. SHEET P3 aF P7 J. © 2011 MASTELLER & MOLER INC. Kr I IDION� ;i FLORIDA �JOI N 1 1. �O 1 �t<� �.r�. t—L �� 1�0 PROJECT NO.: OeW i yAG"T� GON5T. GRAVEL DRIVEWAY TO 'SERASTIAN ELEMENTARY SCHOOL' I 1�1TE�� n HanAn� FT� ) GRAPHIC SCALE MASTELLER & 'IVIINOLER, INC. CONSULTINC ENCINEE123 8. 02110111 155UED FOR BIDDING DRWJMB M CERTIFICATE OF AUTHORIZATION #4204 No. OATS oR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32c160 (772) 567-5300 / FAX (772) WA-1106 2 E VISIONS copyright of Mosteller & Moler, Inca is vested solely in Mosteller & Moler, Inc. These (r oesicNE� 5EMPLAN AND PROFILE documents are rovided to the owner solely n P FOR BIDDING connection with this project. Any other use cHECKEP 5EP'I or reuse of these documents or any / O 0 A D reproduction, display, sole or other disposition DATE %/15/2009 O D of these documents by anyone is expressly PURPOSES ON prohibited without consent of Mosteller & SCALE - P�=20� Moler, Inc. pursuant to the Federol Copyriqht 2 4'�2011 OF SEBASTIANCITY LAW. SHEET P4 OF P% FLORIDA ©2011, MASTELLER & MOLER, INC. J # Q 0850 JOI �1 Y M �OY�� 1 P PI Z; -I�O PROJECT NO.: : a 20 io 20so i o ao 10 ( 11 NOTE: 12 13 tNVERT=2050 f �. DURING ALL PHASES OF GONSTRUGTION, GONTRAGTOR (SEE DETAIL SHEET GD t) SHALL MAINTAIN DRAINAGE AT ALL POINTS GON5TRUGT 24" GAP i 25 LF a 0.436 RE6RADE EAST DANK OF CANAL APPLY HYDRO -SEED W/ EWMAT LINING 100-15-A*5T STY. = V" IN (32.75' LT) I I �.� (SEE PITCH L'ININ9 DETAIL SHEET GD U - MODIFtED TYPE "D" ttJLET � � �� .. � ro INV. 2OhO (s�_DETArL GD r - Gj• 1FE ❑ H r - ❑ H E —� ❑ H E ❑HE - — — 1b— ❑ i. 1 -19- - -18- - - - hl- 9. 8. 02110111 155UED FOR BIDDING ORH/JMB NO. DATE DESCRIPTION ' DR/APP 2EVISIONS GON5TRUCT TRUNCATED DOME DETECTABLE 7 //� WARNING SURFACE PER CPl/1T MITICY :%11A J MASTELLER & IMIOLER, INC. CONSULTING ENGINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 CITY OF BAST 1 N N N N N N G0N5TR11CT 30 THICK M15CELLANEOU5 ASPHALT z , : GONSTRUGT V. 9 a TL- j 1 inch = 10 ' ft. 0850—base.dvq POWERLINE ROAD & C. 512 CONNECTION DETAIL p O D D O fl D O Z Lril CITY OF SEBASTIAN FLORIDA Title to all documents which bear the copyrght of Masteller & Moler, Inca is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. An other use co p ,1 y or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law. Q0 2011, MASTELLER & MOLER, INC. FOR BIDDING PURPOSES ONNP u 21I �2011 ORAwN DRH �EsicNEo 5EM CHECKED SEM t)ATE 71151200q SCALE SHEET ►�12 JOHN M. E30YE F.E.�L #�-N-70 PROJECT NO: 0850 UA I NU. C (772) 567-5300 / FAX (772) 7q4-1106 REVISIONS LO.P 10/1 155UFD FOR BIDDING ORH/JMBTE DESCRIPTION D2/APP REVISIONS 4F & MASTELLER & MOLER, INC. CONS UL TINC ENCINEK S CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORI19A 32960 (772) 567-5300 / FAX (772) 794-1106 POWERLI N E ROAD STA 7+00.00 to STA 7 2+00. 00 SCALE: HORZ. 1 "= 1 0' VERT. 1 4 . 0850—bose.dvq { Title to all documents which bear the vRAwN DRH copyright of Mosteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These tcNEv s>=%'I CROSS SECTION documents provided owner solely in d e is are p o tded to the ow so y FOR BIDDING jconnection with this project. Any other use / CHECKEv SEI"I O nI'jr/ j�n � O D or reuse of these documents or any W ( 0 �`YJ�`YJ/ I��JJJ=uuu( I��JJJr,"`�JJJI ILLLJJJ=Lluu( O e p reproduction, display; sale or other disposition DATE 7/IS/2OOq of these documents by anyone is expressly PURPOSES ON prohibited without consent or Mosteller & SCALE NOTED Moler, Inc. pursuant to the Federal Copyrtqht 2141201I CITY OF SEBASTIAN Law. SHEETCs2or- Cs6 FLORIDA ©2011, MASTELLER & MOLER, INC. JOHN M. BO-T-ERI F.E. FL #5-7g7O PtzoJEcr No.: 0850 .. : 21 +00 " I ... TEMPORARY 6ONSTRUGTION EA5EMENT ROWRON '.. 2.0 2.4' - 21 25 G -I I p 20.0 ' 2' 0' O, 6 .26 II I 2_ . �• i _i 6-772-,-�2- 2 424 _ 221 22 1Ii�I4IIIIII 200. ......... . _ ._ .- 20\ � I6 _ -a0 -80 -50 -40. -20 -10 0 10 O 30 40. 50 STATION 21400 ' TEMPORAR Y20+00 6ON5TRUGTION EASEMENT .ROW I I �I ROW g III. '0 2.0'2.0 5.0 20.012 05 20' O o' 262O' .0 3.0' o ' .% 2A5255 . ` � 242422 • \ � 1 I 1 20 --_ _ I \ � Lb - - 1 , : - I �r j 16 -q0 -80 -10 -60 :-50 ... -40 -30 -20 -10 O 10 20. 30 40 50 i U, MASTELLER & MOILER, INC. CONSULTINC ENCINEE-R3 [NO. 0211011 159JED FOR BIDDING ORH/JM8M CERTIFICATE OF AUTHORIZATION #4204 GATE 19E3COPTION PRIAPP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 (REVISIONS (772) 567-5300 /FAX (772) 7q4-1106 . - - - � FLORIDA ' JD�--fN M. BOY�i�, F.E. �L #�79 /0 oROIECT No.: 0850 DRAWN ORH FOR BIDDING NE-0 SEM ��% (� 2 CHECKED JLM P O 11 A l/[g� I L U I �' I I g � O� D reproduction, display, sale or other disposition DATE ULJ L� L� LJV tJ of these documents by anyone is expressly PURPOSES ON �/15/200q prohibited without consent , of Masteller & SCALE NOTE(? MolLow. Inc. pursuant to the Federal Copyright 2�I �2011 SHEETC$ 5 OF C$ 6 CITY OF"SEBASTIAN ©2011 MAS7ELLER &MOILER INC CRil OSS SECTION copyright in of Masteller & Moler, Inc. is vested solely Masteller & Moler, Inc. These ' documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or ony ASTELLER & MOILER, INC. CONSULTINC ENCINEE123 a. 8. 02110111 1551JFD FOR BIDDING DRHMMB MMM CERTIFICATE OF AUTHORIZATION #4204 NO. DATE PR/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIOA 32960 (772) 567-5300 / FAX (772) 7q4-1106 f�EVISIONS. , CRO1S:S,:SECTION Solely i of Masteiler & M ole Inc. is vested C solely n Masteiler & Mh er, Inc. These FOR BIDDING �EsicNED eJEM � documents are provided to the owner solely n connection with this project. Any other use i CNECKEP or reuse of these documents or any SEM O a 0 D reproduction, display, sale or other disposition onrE 7�I5�200q of these documents by anyone is expressly P U R P ® S E S O prohibited without consent of Masteiler & SCALE NOTED ITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyright 2 1:4�2011 Law. SPEETCS 6 OF CS 6 FLORIDA ©2011, MASTELLER & MOLER, SIC. # vao�ECT NO.: JOHN M. E30-7--ER, F.E. FL 57a70 0550 1 I I i , LIME STREET I I. i Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested 0550—base.dvq DRAWN DRH CITY of solely n Mosteller & Moler, Inc. These SIGNED 5EM TELLER &MOILER I C. LIME STREET PEDESTRIAN IMPROVEMENT PLAN ®� ®®ING documents are provided to the owner solely in i �� {I connection with this project. Any other use CHECKED 5EM q... 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ORANGE AVENUE HORIZONTAL GEOMETRY is . [2@L%p P@W8N12M CITY OF SEBASTIAN 1 . so1e►y Masielier & Moler, Inc. These documents are provided to the owner solely m connection with this project. Any other use or reuse of these documents or anyHP reproduction, display, sale or other disposition of these documents b an one is ex ressl Y P Y prohibited without consent o{ Hosteller & Moler, Inc. pursuant to the Federal Copyriqht Law. 02011 MASTELLE12 & MOLER INC. FOR BIDDING ' , � p IY ■ ��®�ES ®N 2 1412011 sicNEP sFM CHECKED SFM DATE 7�15�20Qq SCALE 1 =20� SHe-rOA I aF OA 4 2EVISIONS . { FLORIDA JOHN M. t)T f:K1 t--.)C. M 4+r.77g70 I PPOJECTT No.: 0850 I I l c'. . ,o 1 C CONTRACTOR TO COORDINATE W/ UTILITIES COMPANIES TO PROVIDED W OF CLEARANCE WITH OVERHEAD WIRES AND CABLES SECTION CORNER P (SEE COUNTY SURVEYOR'S NOTES ON SHEET 2) 7- � N z. GRAPHIC SCALE 80 10 20 40 DO NU I U I51 UFGtS # _.. ! I E w ' PRIVATE PROPERTY :•4a'�4 © j s r o r N --- 1.5 ! N t o cv ` 4 j j + 1. !!, � 1, �. � ,� �1 ► �.I � ,j I ,'. ,.t I i I I a I 1 . eopyrignr. of riasceuer- oc I ruler-, inc. rs vustxu CITY °FORANGE AVENUE PLAN AND PROFILEdocumentsSolely � Hosteller & Moter, )ne. "(hereBIDDING 7LOL '■ are provided to the owner solely m FOR connection with this project. Any other use CHECKED CJEIv( -- D D p or reuse of these documents or any CONSULTING ENGINEERS p O ��1 C Qi C>� O La D q. � — ' o .. of these documents by anyone � expressly e p reproduction, display, sale or other disposition DATE 7�(S�2OOq �_. PURPOSES ON 8. 02/10/I ISSUI=D FOR BIDDING DRH/JMB CERTIFICATE OF AUTHORIZATION #4204 I� prohibited without consent or Masteller & SCALE I"=20' Moler, Inc. pursuant to the Federal Copyriqht 2 4�201I NO. PATE DESCRIPTION 02/APP 1655 27th STREET — SUITE 2, VERO BEACH, FLORIDA 32960 Law. sHEerOq 2 OA 4 CITY of SEBASTIAN q4 —1106 _ . , _ — FI,OR��A ©2011, MASTELLER & MOLE-2, INC. # PROJECT NO.: (772) 567-5300 / FAX (772) 7 � JOHN M. E30 rER, P.E. FL �7q%O oaso 12EVISION3 1 SAS TELLERMOILER,INC. t ' K' q. CONSULTINC ENGINEERS 8. 02110111 155UED FOR BIDDING ORHMMB CERTIFICATE OF AUTHORIZATION #4204 NO. PATE DESCRIPTION OR/APP 1655 27th STREET SUITE 2, VERO BEACH, FLORIDA 321R60 (772) 567-5300 / FAX (772) 7q4-1106 CROSS S ECTION '. l.Jv uv 1—I O D { CITY OF SEBASTIAN y copyright ofMosteller�&�Moler, Inc.Inc.is vested solely in Hosteller & Moler, Inca These documents ore provided to the owner solely connection with this project. Any other usee 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 & Moler, Inc, pursuant to the Federal Copyright haw. Qc 2011 MAS7ELLER & MOLER INC FOR BIDDING PURPOSES ON 21 W1201 DRAWN DRH EsiGNED sEM CHECKED cJ.EM DATE 1 7 15 200q SCALE NOTED SNEETOA 3 or: OA 4 REVISIONS '' FLORIDA JOHN M.I IBO'-rER, P.E. FL #5-7 l7O PROJECT NO.: j MOILER,I C. MASTELLER p . Y CONSULTINC ENCINEER3 8. OZ/10/I 155UED 1=0R BIDDING DRH/JMBM CERTIFICATE OF AUTHORIZATION #4204 VE20 BEACH FLORIDA 32960 N0. DATE DESCRIPTION DR/APP 1655 27th STQEET — SUITE 2, , FAX 772 70A-1106 copyrignL ut I IusTunui- a 1 lulu , .1- - ..1.,�,. PAVEMENT MARKING AND SIGNING PLANS documents n Hosteller & Mh er, Inc. These I ®®I N DESIGNED SEM documents are provided to the owner solely h / connection with this project. Any other use FOR CHECKED 5EM or reuse of these documents or any D O RMD reproduction, display, sale or other dispositionON 1 DArE %��5�200q Lj of these documents by anyone is expressly PURPOSES j prohibited without consent of Mosteller & I"-20� ' Moler, Inc. pursuant to the Federal Copyright CITY OF.SEBASTIANLaw. f FLORIDA ©2011, MASTELLER &MOILER, INC. IOHN M. E3CY1�R/ REVISIONS (772) 567-5300 / ( ) ; 2/ 412011 SCALE - j'"] sHEErOA 4 OF OA 4 �.E. FL #57< 1 O PROJECT NO.: oei50 MASTELLER � OLER INC. a. CONSULIINC ENCINEERS 8. 0211011 155UE19 FOR BIDDING L?RH/JMB M CERTIFICATE OF AUTHORIZATION #4204 i No. DATE DESCRIPTION DR/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIPA 32960 REV�S�ONS (772) 567-5300 / FAX (772) 794-1106 I .:........ . ................ ■ STRIPING KEY 1 ® = b" 50LID WHITE OK {II = 6" DOUBLE YELLOW . J © = 8" 50LID MITEOL = 6' SKIP YELL OW TYP (10' I1W9 �G = 12. 50LID WHITE OM = 6" SKIP YELLOW TYP (W-109 OD = W SOLID WHITE 0 = 6" 5KIP YELLOW TYP (2-4) OE = 24" 50LID WHITE ® = RPM MONO -DIRECTIONAL �WHITE/GLEAR O = 6" SKIP WHITE TYP (10'-50') ® = RPM BI-DIRECTIONAL At- E AMBER © = 6' SKIP WHITE TYP (6'-10') ® = FDP WHITE �I O = 6" SKIP WHITE TYP (2'-49 O = PDP YELLOW OI = 6" SOLID YELLOW O = RPM BI-DIRECTIONAL MITERED 0 = 18" SOLID YELLOW !a!m w m! uVLU111G/IL7-t11WlI VGU! L!!G DRAWN ORH copyright of Masteller & Moler, Inc. s vested PAVEMENT MARKING' h AND SIGNING PLANS solely n Masteller & ter, Inc. These DESIGNED 5FM documents are provided to the owner solely FOR BIDDIN connection with the project: Any other usee cHECKEE or reuse of these documents or any 5EM 0 \�J�►/ I �'� ^' I �, I nS O / \ D reproduction, display, sale or other disposition DATE 7/15/2009 u u► u u u u v tJ u u t_ry of these documents by anyone is expressly PURPOSES ON prohibited without consent of Masteller & SCALE I"=20" CITY OF SEBASTIAN Moler, Inc. pursuant to the Federal Copyrght i 2� 4�2011 Low. SHEET : 52 OF 53 cQ 2,,m MASTELLER & MOLER INC F1oRIPA JOHN `M. �O-rER1 F.E. FL. #57Q-70 oe�o G20JCCT NO. S5-1 FLASHING SCHOOL ZONE WARNING SIGN ASSEMBLY (SEE DETAIL SHEET Cl? 2) 0 j Z O U O 41. W Z Q) W Z J U ASTELLER & IMIOLER, INC. rNO. CONSULTING ENGINEEIR3 OZ/10/I ISSUED FOR BIDDING CERTIFICATE OFAUTHORIZATION #4204 PATE DESCRIPTION - 02/APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIDA 32CI60 EVI�I N (772) 567-5300 / FAX (772) 7q4-1106 U - _ _ PAVEMENT MARKING AND SIGNING PLANS u► �-► u u u u v u u Iry II CITYOFSEBASTIAN 1141G - I.V VII VV4UIIIGIIL� �IIILII VGUI -WIG copyright of Masteller & Moler, Inc. is vested solely n Masteller & Moler, Inc. These documents are provided to the owner solely n connection With this project. Any other use or reuse of these documents or an reproduction, deploy; sole or other disposition of these documents by anyone is expressly prohibited Without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Low. 02011 MA9TELLE2 & MOLER INC - - FOR BIDDING i PURPOSES ON 2� 4�2011 02AWN - _ r] H O �EsrCNe� sEM CHECKEv 5EM PATE 7 15 2��q sca�E 1.. 0, SNEET S3 OF $3 O FLORioA JOHN M. E3O1'Efi�, P.E. FL #S7g7O PRo,E�r NO.: o8so i l al m o Oa d dL dr 30 335 240 150 35 390 275 175 40 445 3/5 200 45 500 350 225 50 555 390 250 55 610 430 275 60 665 470 300 65 720 510,325 —I Passenger Vehicle 3.1 dr d L d I'I d 1 SIGHT DISTANCE (d) AND RELATED DISTANCES (d., dr ) (FEET) DEVIATION FROM THE PERMITTED LAND5GAPE PLAN MUST BE APPROVED BY PRIOR TO CON5TRUGTION. ACCEPTANCE. 2. CONTRACTOR TO PROVIDE IRRIGATION A5 DE5GRIBED -7• ALL PLANT MATERIAL 15 TO BE FERTILIZED IN PROJECT SPECIFICATIONS PRIOR TO FINAL ACCEPTANCE. 3. LAND5GAPE AND IRRIGATION CONTRACTOR 15 8. UPON FINAL INSPECTION ANY PLANT MATERIAL RESPONSIBLE FOR LOGATINO ALL UNDERGROUND THAT APPEARS TO BE DEFECTIVE WILL BE REMOVED UTILITIES FROM THE GENERAL CONTRACTOR. AND REPLACED WITH PLANT MATERIAL THAT 15 NOT LAND5GAPE AND IRRIGATION CONTRACTOR WILL BE DEFEGTIVE. HELD RESPONSIBLE FOR DAMAGE TO ANY UTILITY cf. LAND5CAPINO SHALL NOT INTERFERE WITH THAT HA5 BEEN ACCURATELY LOCATED BY THE RETENTION, DRAINAGE, OR PUBLIC UTILITY GENERAL CONTRACTOR. EASEMENTS. 4. ALL PLANT MATERIAL USED WILL CONFORM TO THE 5TANDARD5 FOR FLORIDA #1 GRADE OR BETTER. CONSULTINC ENCINEERS CERTIFICATE OF AUTHORIZATION #4204 1655 27th STREET — SUITE 2, VERO BEACH, FLORIOA 32960 (772) 567-5300 / FAX (772) 7q4-1106 1 PLANT SCHEDULE I> SYM. QTY./100' NAME LATIN NAME REMARKS � g EAST PALATKA Ilex Attenuate 1" CAL. 00.5' HT, 5' HIGH HOLLY i 26 WAX MYRTLE. l �Ivrica Cerifero 48" min. ht— 36" o.c. *ALL AREAS SHALL is i BE SODDED i I (A. BAHIA) LANDSCAPE PLAN pOM7LGid0al� G30QD CITY, OF; SEBASTIAN '; —I I —III— ..:.: , •: ,;: ; • _ 'J_ — _ Ili _ ''• I � _ .e:.'== _ _\ I� �I 1=1 1=i i 1=I II .. Existing Soileackfill -1 I .I 11=1 11=1 11=1 I II III (- Q —1 I I� III Ii I I— Existing Soil Backfill I I=1 11=1 i I �' I I Existing Sol/ x ix ix lx Existing Soil 2x 2x Panting Pit 2 Times - Width Of Rootball Planting Pit 2 Times Width Of Rootball NOTE: Slope Provided As Rise. -Run. Shrub Planting I Shrub Planting On Slope (N.TS) i (N.TS) I 0850—base.dvq Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested DRAWN j�RH solelyn Mosteller & Moler, Inc. These documents are provided to the owner solely in BIDDING DESfcNED SEM connectionFOR n with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright PURPOSES O N 21 412011 cr+EcrcED 5EM DATE 7�I5�200cl SCALE i"=30' Law. 5HEET L—I or L-2 FLORIDA ©2011, MASTELLER & MOLE2, INC. JOHNM. E30YER/ F.E. FL ;#57c170 PRO ACT NO.: 0&50 r i -y 2 3 I. 6_1 I'-6" /y 2-1/4' 2-1/4• 12l/ 5td. 2'-0" 2-1/4" 2-1/4" 6" Min. EYE BOLT T SEE INDEX 201 e ' to 8• � m �- EYE BOLT SEE INDEX 201 *Note: When used on high side of roadways, the cross slope of the '_^ 811 gutter shall mate the cross slope of the adjacent pavement 13 t e thickness of the lip shall be b", unless otherwise shown i~n ;n on plans. - o TYPE "F p CURB DETAILS PLAN nlet Station, Offset and m �p Elevation As Shown On Plans (N. T. S. REFER TO FDOT INDEX 300)� 3'-4" PLAN Inlet Station, Offset and A"w 2'-0" dw Elevation As Shown On Plans O O/O 4'-III IL I / IO 2 NO 2-I/4' L 2-1/4" EXIST. PAVINGLU N GRATE d OVERLAP EXIST. BASE WITH w_ O O z O o 12" PAVING MINIMUM QF,L,� 2' CLEAR EYE BOLT XLL I I 2 o O SEE INDEX 201 w�Z� O �'e` 2" CLEAR O iyf tWK f- EYE BOLT NEW PAVING SEE INDEX 201 OI IO O OI IO #4 BARS s 12' Ctrs. OI IO EX. BASE NEW BASE * �o *- of o #4 BARS a 12" Ctrs. 11 2" CLEAR EX. 5UB64R ADE NEW 5UB64RADE SECTION 2" CLEAR RECOMMENDED MAXIMUM PIPE SIZE: SECTION 2'-0" ALL- 15" PIPE W � N W" RECOMMENDED MAXIMUM PIPE SIZE: 3 -I ALL- 24 PIPE 3'-I" WALL- 24" PIPE ff 4'-I" WALL- 36" PIPE SAW CUT /BUTT DETAIL TYPE .I►C�. INLET TYPE!: ''D" INLET JOINT D (N.T.S.) (N.T.S.) LANDSCAPED AREA 1/2• RADIUS j 16' HI6H GONG. CURB % PAVEMENT s, \/\\/\\• . // // b' BASE �; i ' /yf��` . ♦ b• 5UB6RADE BtVELm OR KC'M+PED CORN '. �'[X✓ .. 6. ' C,ONrAVE SLAG 3' ca 5 ::"2' `r-:X C7 ELEVATION F,EINFORGED WI-'M K1 6xb- rl 4x A .. ;`� t-�RI1TE N NOTE. I SAW CUT CONSTRUCTION JOINT THROUGH CURBING \ TOP VIEW - SINGLE PIPE TO FORM INCREMENT NOT EXCEEDING 25 LINEAL FEET. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE WEIR INVERT 5TRENGTH OF 3poo P.S.I. IN 28 DAYS. WEIR WIDT ' = 5L OPE � 4: (MITER I TO G P.PE FOR PIPES 18" AND SMALLCi2 21 FOP, PIPr,l 24" AND LARGER CURB /�� 3" OR 5 1/2' 2a. MITER; TO G PIPE FOR PIPE5 18' AND 5MALLER HEADER V U R B SECTION DEEPEN AROUND III FOR PIPE5 24" AN7 A.ROER. B OUT5IDE EDGE OF .. .PIPE FOR 5 1/2• SLAG - G .. (N . T. S ..) : .. SIDEWALK " �•�DD A <„ �',r I/2' RADIUS , 18 H16M CONC. CURB CONNECTOR. �- PAVED PARKING TYPE "D "-MODI EIED A 8(I +2) o ARE F� GRATE: 23.90 23.90 �. PIPE c a DITCH C4zA �Pz� WEIR WIDTH: 42" 121r SADDL 6' BASE WEIR ELEVATION::; 23.20' 23.15'. 2' Nr>T Less . a aA,' t ° PIPE SIZE: j 24" GAP 24" GAP -:HAND PIPE INVERT,,:.20.60 20.60 NO PIPE JOINT PF.R.MTTED 8' SU86RADE - _ UNLE55 .APPROVFO BY HE EN,0INEER - _ - b• j F (PIPE TO BE INC.I,.I'I7:-D UNDER UNIT PRICE FOR MITERED END 5EGTION; .. SECTION NOTE, I SAW CUT CONSTRUCTION JOINT THROUGH CURBING PAID FOR A5 PIS CO-VERT To FORM INCREMENT NOT EXCEEDING 25 LINEAL FEET. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF3p00P.5.1.IN26DAYS. DISCHARGE CONTROL MITERED END SECTION DETAIL SIDEWALK/PAVING DETAIL STRUCTURES A & B(y,2) (F.D.O.T. Index #272) (N.T.S.) j (N.T.S.) (N . T. S.) REFERENCE D.O.T. INDEX 272 FOR QUANTITIES I GENERAL NOTES x LEEEND Pipe Skew (X=5) Center To Center Pipe spacing I. EndWall dimen5fOn5, IOGatiOnS and p051tion5 are for I " centerline To Centerline Dimension At Face Of Headwall .Sod/ - N i r Beveled Or Round Corners Cansfrusfion Joints Permitted � Grote I _ = a , I \ 3g - - - - - - - \� Faarener � I Concrefe Slab. 3' Thick, Reinforced With"Sc WWF 6x6-WI.4xWf.4 round and elliptical concrete pipe and for round and corrugated metal pipe. Round concrete ! Control Line (clear Zone Limlt) pipe -arch g 12 12 (independent Of Front slope) pipe shown. Front slope and ditch transitions shall be In accordance FRONT VIEW with Index No. 2&0. Fc� 1Outside 5 Ilnterior � -•-.� 3. Endwolis may be cast in lrecast tR ) i y pace or p concrete.. Pipe (IPe (TyP Reinforcing steel shall be Grades 40 or 60. Additional Location Reference Line control Point When reinforcement necessary for handling precast units I (See Location Control e) - - - Slope Intercept I Outside clear Zone shall be determined by the Contractor or the ; I supplier. Cost of reinforcement shall be included in___ the contract unit price for concrete, (endwalls). �- -- 4. All exposedg corners and edges of concrete are END VIEW TOP VIEW - SINGLE PIPE to be chamfer- - TOP ViEw STANDARD LOCATION CONTROL Concrete meeting the requirements of A5TM G 478 (4000 psi) may be, used in lieu of Glass concrete IS, 10• 5' '`e;6o�s; °„n,� LPe•Ref.' in precast items manufactured in plants which are s'-6. IS e 3'-6" under the Standard Operating Procedures for the D or Spa 0 or spon 2� Bar3. 4" Srop,`t�on yi°p CInspection of precast drainage products. 3" .... -7 B D or Spcq9� On outfoll ditchep with side slopes flatter than ° rag provide 20' tro4iitions from the endwall to the flatter in Concrete - Cannecfor �ane�nrafian Joints Permlfted - side slopes, right of way permitting. m -- � Pipe \ �, .. � � (- �+#� r i - - ----- sadd,ea �•--•� Ditch Grace For sodding around endwalls see index No. 281. �- 2 Nat Less Than Payment for concrete quantities for endwolls` Q o = End pipe N Na PiPe JamrPerm;Netl a 6" " skewed to the pipe shall be made on the following' )YI �. ti (MOM a) unless Approved By The Engineer f '.. 6" p p I \ !, 4•B - 4" . Gonst_ Joint Permitted Paid For As Pipe CrlNert I i) F ! Pie To Be Incladed under unit Price For Mitered End Section 1 p' i I _ 1 i _ b" lL See End View 0 II * a e; Endwoll Skew To Pipe Use Tabulated Value (Enlarged) B Sf P O to 5 O SECTION ra r Pipe For Pipes /B' And Smiler 1,2 ForP/pee 24' And Large, b° t0 15° 15° FRONT VIEW I ---- Ib° to 30° 300 - basis: 31° or, over 450 II Cont. Joint Permitted -_ I u Pipe length Ian quantities shall be, based on the Dowel y a Dowels t" With ed- P g P q. Dowels #4 Bars, 18 with PP ai e end locations shown in the standard location - - - " Embedment a 12" Ctrs control end view, or lengths based On special - -- � E � I For Bar Erode And D endwall locations called for in the plans. F--I or see Note sJ MITERED EN N DETAIL . Payment for pipe In pipe culverts shol I be based END VIEW (ENLARSED) SECTIONon plan quantities, adjusted for endwall locations Tor, VIEW j sub5equentiy established by the Engineer. ENDNALL DIMENSIONS (EXGLUS I VE OF MULTIPLE PIPE SPAG I NO) (F. D . O. T. Index #2 7 3) 1. Endwol Is to be, paid for under the contract unit (N.T.S.) price for GIaSs 'r Concrete (Endwalls), GY. SINGLE STRAIGHT CONCRETE ENDWALL FDOT INDEX 250 (N. T. S. CITY OF MASTELLER & MOLER, INCE; SEE;�T!� q. CONSULTING ENGINEERS! 155UED FOR BIDDING ORHMMB - 8. 02/10/I CER7IFICAtE OF AUTHORIZATION #4204 i NO. DATE DE302IPTION 021APP 1655 27th STREET - SUITE 2, VERO BEACH, FLORIPA 32960 I (772) 567-5300 / FAX (772) 7CI4-1106 E V 1310NS � F RECOMMENDED MAXIMUM PIPE SIZES INLET INSIDE WIDTH PIPE SiZE 2'-11" : 24• 4'-0' ' 36' . Note: Recommended sizes are for concrete pipe. Sizes for other types of pipe must be verified for fit in accordance with Index No. 201. For lamer pipe see bottom detail right and index No. 200. ° 6= 4'-3" O. to 0. { , Bor4M )41e x 5" 5" 5" 5" 5" 311 I H (5 Required �I Inlet I 5ECTION I II Theoretical butter Line ¢inlet OPTIONAL BAR 5PAG I NO I'-6• ! ENERGY DISSIPATOR Lip OF butter 8• I�• b• 4'-3" n to n 2• __J SECTION GG SECTION DO ii . L 5 x 3 x 5' 6utter Transition 5'-4' 'I 5' butter Transition To Be Paid For As Shoulder butter To ee Paid For As Inlet To Be Paid For As Shoulder butter Refer To Index No. 231 it Par weld Details And C Back of Inn Sections I. r�Tj��a7`�iT`7i7J •��c i7WW,1 2 I►I`�l`7J�7i7`7i7i7,1 DETAIL (N.T.S.) Intermediate Bars ER05ION CONTROL LINING D Main Bars \\ A (L neat iv Eiack Of CAIr•b STEEL GRATE \ ----- -ar - --- --_\\ j TWO REQUIRED PER INLET I I fill " w ' TOP OF BANK �\ \ . ELEVATION VARIE5 _ 5 Steel Grate Main Bars 5 x •I Offset Intermediate Bars l x izeticullne Bars 1 x \` ! I Lip OF butter I l Steel Grate : Manufactured By Borden, Florida Steel, U.S. Foundry \/\ D� G Pau eeIrving, Reliance, 6reulich (Or Equal). levatbn From Thb Poktt \ Station, OFfset, and E I I � / SHOULDER GUTTER TRANSITION ; GENERAL NOTES I. This inlet is designed for village 5woles, ditches, or other areas subject to A.' \\ \ \\,♦\\ �\\ I s 4'-0. Or 2'-n• 8 o e '-o• or 2� iI 8 heavy wheel loads, minimum debr15 and subject to pedestrian and/Or bicycle traffic. 2. When alternate "6" grate is specified in plans, the grate Is to be hot dipped ' $ galvanized after fabrication. NOTES o -CANAL BANK TO BE SEEDED BEFORE THE INSTALLATION OF THE 3. Reinforcing - No. 4 bars at 12 ctrs. both ways. Gut or bend bars out of way of pipe EROSION CONTROL MAT. to clear pipe 120. 6 -0(std) a 3'-b• (sta) -7012 ENKMAT EROSION CONTROL MATTING TO BE INSTALLED PER s m a 1. rj Unless Otherwise or W-01 4. All exposed edges and corners shall be tooled to Roradfus. MANUFACTURER'S 5PE6IFIGATIONS (AZKO INDUSTRIAL 5Y5TEM5 GO). Shown In Plans Q Unless Otherw Shown On Plcm 5. Recomended maximum pipe sizes shown are for concrete pipe. _ DON THE DOWNSTREAM SIDE TURBIDITY BARRIERS SHALL BE INSTALLED supplementary b. For ltar details see Index No. 201. OF ,THE EXCAVATION, AND SHALL REMAIN IN PLACE UNTIL CONSTRUCTION .I - ppemeny -15 COMPLETED, ALL SOILS ARE 5TA131LIZED AND VEGETATION 15 II ESTABLISHED. NOTE. Alt. B 5tructure Bottom Only. See Index No. 200 INLET WITH STRUCTURE BOTTOM TYPE "V INLET DETAIL W/ MIAMI CURB TRANSITION N.T.S. DITCH LINING DETAIL i I 1 N TS i ( * .. 1 - - 5 Bors With Nooks ( I _G Fore Of Curb 6" oc. BoHo *4 Bars - i *5 Bar, Each Comer *4 Bars ® �0 Top & Botto s - m irL� Ir=-r I - - - --- - *4 Bars. With Nooks. LULL[EILILLL0�0��\AIL 4" cc. Borrom. IL IL IT Direction Of ®0��0�0 �� + /' - f _ � - \\ LL [L Predominate Flow �� *5 Bars,WHh Hooks. 4" cc. - - - - - LL IL IL _ ® Bottoms 4 Sides 7\ //� r \I Frame Position-_-, osition ILiz�IzIZIzII A Opening I tl� A- - - - L. -%OIZ 1=NKMAT ROLL I o- Centered N \ I I' ER05ION CONTROL LINING A !at) x I I I N I ITx -� BP'll �� III e I _\ Frame Position I I I I I *4 Bar TOP VIEW - _ - - _ - --- - Closed SfIrmAs S' cc \ I 4 Bars, Top Bottom / \ 6 - . ... Dom.• Adjustable Curb Box - - - *4 Bors Continuous ,v - . ,g - m 4 Bar (12 & 24 Legs) 2. (6' to 9" Curb Height TOP VIEW - Or l2" Refum Lops : TOP VIEW Some Opposite STORM PIPE • • I (DIAMETER VARIES) 'I - - - - �:, r 1:, seat �3" � i" 23" se INVERT PER 36" , PLANS 36" - 1 • • LONGITUDINAL SECTION : TRANSVERSE SECTION Optionolltey Opti°no1 1. _ _ - _ - Inn Lieu Of Dowels) I I (in Lieu Of Dowels) i 116" Concrete i FRAME AND GRATE i 3'-6• or 4'-0" B" Brick - 3'-6' : (Bottom Or Riser) !Bottom Or Riser) CANAL BANK / \ _ SECTION AA SECTION BB I \\\ - - - (SEE NOTE 6 BELOW)- (SEE NOTE 6 BELOW) LL LL \\ Ij 1 1I I� Approximate rf Crs free Capaciy TOP SLABS LL LL L� - .n (0.02 Povemenf Cross Slope) - - - - - '"'. '� � 3-0GENERAL NOTES. I \ /. This Inlet is primarily Intended far locations with light flows where right of w does not permit the use of .N 2 2-0 P N 9 g nY t \ l - _ � - - throated Curb Inlets Types /through 6. The typical application is an curb returns to city streets. The Inlet / \ o LO T•f r grate Is suitable for pedestrian and bicycle traffic. `� - - - - - 2 This inlet located outside f curb area in vertical faced curbs such as Curb and Gutter Type F. �\ to be oca ed aW d o �'( jI LL II I� lI '� OD yp \ �\ t-i- L-� L-� - -, Am 90 � 70 W _ Grate shall be oriented with wanes directed toward predominate flow. II� L EEO] - - OlnlokelaTotal f S) - _ J. For structure bottoms see Index No. 200. For supplemenfal details see Index No. 201. - - i 4. All steel In slab taps shall have 1W' minimum cover unless otherwise shown. Tops shol/be either cast -in -place - - - - T T''Bottom Lug (4 Comers) EFFICIENCY CURVE • =R or precast concrete. I PLAN - - - - - - - 5. For Alternate B applications, top slab openings shall be Placed such that 2 edges of Inlet frame will be _ - - - - - located directly above bottom or riser walls. : - - - When used on a structure with dimensions forger then those detail above and risers are not applied, the - y L 7 Equal Spaces o 2pJ - - _ top slab shall be constructed using Index No. 200 with the slab opening adjusted to 24'x36". The 'Special Top Slob' on Index Na. 200 is not permitted- STORM PIPE STUB -OUT 7. Frame may be adjusted with one to six coursed of brisk - See DetaN A See Defar/ B - - - - - 8. Cost Iron frame grate and hood to be U.S. Foundry 5161-6019, Neenah Foundry R-3065-L, or approved equal. Inlet - - and grate detail shown is Neenah R-3065-L. Vaned grates with approximately equal openings will be permitted that CANAL BANK ! DETAIL A DETAIL B satisfy AASHTO HS-20 loading- Intel and grate sMl1 be Class 30 casiirgs in accordance with ASTM A48. Grates SECTION GRATE DETAIL shaff be reversible, CURB INLET TOP TYPE 10 (N.T.S.) D.O.T. INDEX #215 0850-bose.dvq I Title to all documents which bear the DRAWN < DR -I copyright of Mosteiler & Moler, Inc. is vested CONSTRUCTION DETAILS solely m re provided & Mh er, Inca These cNED e j..� documents are provided to the owner solely in a FOR BIDDING 'I connection with this project. Any other use j CHECKED 5EM P n or reuse of these documents or any @11 ODreproduction, drplay, sole or other disposition DATE 7 15 200q \I ImdOaC @ ID of these documents by anyone is expressly PURPOSES O N prohibited without consent of Masteller & SCALE NIA Moler, Inc. pursuant to the Federal Copyright 1412011 / Low. SHEET OF CITY OF SEBASTIAN Col CD2 ©2011, MASTELLER & MOLER, INC. FLORIDA # PROJECT NO.: IN .JOHN M. E3OYfi�, F.E. �7Q70 o8so _ ---�. . .. .: _71 .. .:. .' .. .. : ... , ., I . . i i I I . . . % 11 ...., I . . o. .1 . . . . . ... r . . . . . . . . . .... .. . . . - ......... .1. . . .. . .. I . .1 . . . : I I. 1 .3 . ...... . _ .. . .. .. . I I .... ....:. . . I I . . _ . _ . . . . . . i . . . . I . . .. ... .. .. . . �'� . . . . . . . . . . . . . . . . I � J__i . . .. . . . . .. . � .. . . . . . . . ... .1 . . . %.:. .. . . . . . . . . . . . . . . . �. . . . .: .. ; . . . . I I.: . .:% � ;: %. .. .:'. . ... I . . . I . . . . . . ... ... ... - .. . . A ... � ... %. . . %.. ... 1. - .. . . ... . ... I... . I .. . .. .. . . . . . . .: .. . . . . . . 6 .. � . . . ... . ::I .. .. . I . ...; . I I I I .11 I.. . I .. . I I . I .11 11 2. . . - - . . . .. . . . . . .. .. . . . . .. . . . . . .. . . . . . . . . . . . . . . .. .I 4 . I . . . . . . . .. . 5 - . . . .. .. .. .. .. . .... �_ _ .. . .... .. I. NOTE? NPS = Namina/ Plpe Size I 6 6 o (Max.) Equal Panels Past Spacing (TypJ Pedestrian Rail Spacings%. . . . . . .. ALUMINUM PIPE GUIDERAIL NOTES . .. . . .. .. .. . ... .. .. . .. .. . . . . . ' .. .: .. .. ... : . . . :... .. . " '.: Add/fiord/Rail For .. ¢Post (TypJ Aluminum Rolls &Posts 2' NPS Schedule 40 or 9/2'O x " Varies (I'-0" MInJ (Bicycle Roil Spacings) GENERAL SPECIFICATIONS: The F/orldo Department of. Transportation "Standard Specifications for Road and Bridge .. .. . . • Bicycle Facilities 6 Wall RoundTube(TYPJ ITYPJ ' _ "____ _ __ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - 3 Rail Expansion AdditlonaJRatlFar F 8lcycle Poclllfles Construction. DESIGN LIVE LDADsr. ;' The Pedestrian Gulderall was fesfed by the FDOT'SNuctura! Research Center ant fount fo resist SEE NOTE #1 BELOW Q9'mb, 0�•.f-�.��• 1•�•►' „ke I 9�'a Dome i '.. - ... .. • ' ar I I I I Joint (TypJ � I I : .. an equivalent Service Loading of 50 !bs/ft acting simultaneously In the transverse and vertical . - �. See Detoll "C' 'I I .. ' i .direction when applied at the height of the Top Roll. ...T .. . . .. ,I 111 o I , Aluminum Rolls & PAYMENT? Gulderall shall be Id for under the contract unit rice for PJ Gulderall (Aluminum) LF (Item No I .. T ': . - m Posts - 2 NPS Pa P Pe , : The top width Of the dome shall!» . 0 o I -P o o Sch, 40 or 515-1-21. Payment for the Gulderail will be plan quantity measured as the length along the center a minkran of 5096 ad maxvnom of 65% . ' ,e - c � '9• See Detail "B" (Typ.1 w c'� c °i 1O 2V2' 0 x �6' wall line of the top roll, and Includes falls, posts, pickets, roll splice assembly, base plates, anchor bolts, . v m % ° y , S Round Tube (TypJ nuts, washers and ah Incldenfal maferlals and labor required fa complete Installation a1 ma Gulderall. SEE NOTE #2 BELOW Tf;MMATED DOt-E Z. APPLICABILITY NOTE TO DESIGNER: --"- �� This Gulderall Is not applicable for shielding drop-off hazards for vehicular troffto. This Gulderall , ! . m M� m M L See Detail 'A" . RaII expansion Joints to be m a, .- is applicable for mounting on walls and other roadway structures subject to pedestrian or btoye/e j � ' Refalning Wall or Thickened ' located In ponel above structure d 1 - Slope (away from use where drop -of hazards do not exceed 2'-6'. Also applicable for select uses on sidewalks, �' . ... : ' . aEdge of Sidewalk expansion Joints * (TypJ ' : a drapoff) within service areas and similar locations where foundation support and anchorage are adequate or i•6" . ' • : 1 ' y can provided. For drop-off hazards exceeding 2'-6",Pedestrian/Bicycle Railings for customary • - •-" VARIES . . . . . . . , :;• ;' •.;.•;>:•., applications are provided In Index No's. 850 or 860. For unusual site conditions a site specific ./ . .. Nl�t on That Are Perpendicular . s 2• 2.4" •� Q railing Is to be designed by the responsible engineer. Refer to the FOOT Plans Preparation I / / WlthpTtib6 Cxx•b Llne. Tho Dome Pattern P i. c Sldewo/k •• 45• Manual (Volume I), Chapters 4 & 8 for the definition of vehicular, pedestrian and bicyclist \\ \\ / / OF Dates Shall Be IrrLlne Wlth The Dlrectlon p{ 9' Min. from free end of concrete, 'drop-off hazards". Travel. On The Dome Pattern shaTravel Be '�� In-L1'ie With The DMectlon OF Travel .•, c•.;.. .. . /\/\ \ STRUCTURE EXPANSION JOINTS NOTE: I 4" Sidewalk with ADA REQUIREMENTS? ' / / \ \ I To The Extent Pract�al. .Ground Line oonstructlon & expansion joints (TypJ x K ed construction Jolnfs In Index P - Thickened Edge eY N The Guldarallshown on this drawing does nofoanform with the requirements of the Americans 11 ELEVATION No.520 Gravity Wall are not considered $ g' Varies (3'-0" M/n.) with Disabilities Act (ADA) for romps steeper than a 57 grade or stairways. \ " / 1'-0" to be expansion Joints. \ a ALTERNATE DESIGN. - // I /\ ry ' is Manufacturers seeking approvolof proprietary railing systems for Inclusion on the Qualified Products / I \ .. 6" 6" B. TYPICAL SECTION THRU RAILING List as pre -approved alternate designs must submit application along with design documentation \ / \ / I. (S1d2W01k Shown, ReiGlning WGII Similar) showing the proprietary ralJing system Is designed to meet the geometric requirements specified O ,�1:.I.� I,qII.I,I . ..�I III . � �; I Ir . . -I I . . . . I. . I II 1I'I II1I .�. '-I. II.'l.I Il 1 II. II . II I II 1I 1- I.III I I 'I II II1I 1I- 1. I1 I :l� II III lI 1*11 1 I III. III * II �I1� I I I- I11II I1. -:II IgI I 1I , I..�-I II 1II �I III , I 1:II�II- II � II 1 I .I II �III I ,I 11I�I I II 1 I1I- I I 1I III I 1III I, - I I I? I: I I �III II , I, I� * I, .I:" 1�I II II1II I6I I1 I . .. ..I .I .I. .I. .I1. .1.. .I ... . . I I'. ... . .I1I .I ..1. .. . .I.I ..I ... . '.. .l.. :... " I.. . .. 1I.l.. . I. 1.� ..: ...I .- I. . ,� . . .%.. . I... .. I...I . . . 1I.I ....... ... . . .. .. .I ... .�-I .... I.. I .. ..I.. ... ......��..... ..:... .. . .I . . .: ..%.- I ..... .... I .. .. I . . .. .... �.% .. .... .... . .. . ....I.I.... ... ..... . .Z...... � ... ... . �. ..1.:... .... :. .. ..-. . .. ....1.� � .... ....�..�..... . ..� .. ......... eI. I1 . 1... .....1. % .. �.... � .. 1. ... '..... ."-. I i.. ,I . .. .1 !,.-..,-.-.J.:,-.-4i;i1I'�:'.iI.II..:i.:;q;;II !:!:.:::I.I:.1&... . . %....I ,.. - .- .I.-. .. ..... I .. .. - *.. .�" .II . .. , . ..-. . II... .. 1. .1.. .... ... ..I. ... .... .... .. . ..II. 1.1-. . .. ..I. . - .I I. .... I,. :I. II i1I.;I.:..IiI,I..1s: i. .I'll. I I., . -:.I. I 7. I I . I. 1 II .II 1 hereinprovides a minimum. 50 ear design life and that deflections due to the esl n e ' 3" 3""- Expansion Joint ,P Y 9 D 9 LN Loads 6X6-2.1 W X 2.1 W WWF (Ve"max. - Field Splice) .: /V4 ° 2%' 2•%'�IV4'I ' do not exceed d/2 ° at midspan of the top roll for the Pedestrian Gulderal/and 2V2' at mldspan . Ro!lSecrlpn I T Rall of the top roll for the Bicycle Gulderall. All fixed joints are to be tither welded or commercialy OR FIBER - REINFORCED CONCRETE Tnxicatod Dome Pal/ Section oP designed fixed Joint systems. Each field section of rolling must be Identified with a permanently ' _ _ _ - 8' x 6" x V2" i . :: affixed Iabelwlth the manufacturer's name and the FOOT QPL approval number. Labels must be „ , • x . _ _ _ � V4" I -: .. . a maximum of d/z" by 3" and located at the base of o post within the field section. Project specific 6 STABILIZED 5UBC- RACE COMPACTED TO C15% 4 O O ' A �- ¢}- _ . %q' m x' Alum/num Ser I ' . : : shop drawings are required for QPL approved rongs, see Shop ravings note. DENSITY PER AASHTO T-180 EXTENDING AT .J 'Round over both Aluminum Sleeve Gulderaii M PIPE RAILING &POSTS: " Screw (Underside of Roll) ends of rolls Ve' Member r . - _ CJp Structural Tube and Pipe shall be In accordance with ASTM B22/ or ASTM B429, Alloy 6061-T6. EnLEAST F7" BEYOND THE SIDEWALK ON EACH SIDE. ry ' ' . . !TypJ �O : Pone190• Bends and corner bends with o maximum 4'-O" post spacing, may be Alloy 6063-T6. Posts *Sleeve Member Sizes: t 00, O 2Vz" m x �6" wall Tube Roll - 2" m x �6' wall Tube Sleeve /e" m Holes *� Bottom Ratl or sho/!be fabricated and installed plumb, t 1' tolerance when measured 3'-6' above the foundation. . ' : for Anchor Middle Rol1(Blcyc/e BASE PLATE? ' 2" NPS Sch.40 Plpe Roll - 1/2" NPS Sch, 40 Plpe Sleeve Bolts (TypJ p Facilities) Bose plate shall be In accordance with ASTM 8209, Alloy SO61-T6. TE M . 60I- '.2. . DETAIL "C" - EXPANSION JOINT DETAIL '"D" Post SHIM PLATES? .. } R _ DIMEN51ON5 ARE + OR - I . . Sh1m plates sho/lbe In accordance with ASTM B209,AJJoy606/-T6 and shollbe used for foundation . 1. UNLESS OTHERWISE NOTED ALL CONCRETE USED O O O O .. DIMEN51ON5 ARE. O I ... .. . ... . (FIELD SPLICE SIMILAR) BASE PLATE DETAIL . . elevation adjustments greater than V4' or /ocoilzed Irregularities greater than Ve'. Field trim shim . SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE Rt Arrow ToReverse GuideroiJ& Anchor Bd1s plates when necessary to match foundation contours. Beveled shim plates may be used In Ileu of .. PLAN VIEW .ght Turn . . Ck Guideror!& Anchor Bolts STRENGTH OF 3.000 P.S.I. IN 28 DAYS. . f n " trimmed flat shim plates shown. , .. .. .. . .. .. . I I ' . . /a Thick Resilient Past CJp CJP ANCHOR BOLTS, NUTS & WASHERS: . Post Base -to -base spacing shall be 0.65' NOTE When arrow and Y�avement mesa!]e are used to ether the arrowshall be located down stream /g' Thick Resilient or Neoprene Pad Galvanized Anchor Bolts shall be In accordance with ASTM F1554 Grade 36, Galvanized Nuts shall be minimum between domes. r J g . or Neoprene Pad Galvanized Hex Nut and Washer', !n acoordance with ASTM A563 or ASTM A/94 and Galvanized Washers shollba /n accordance with 2. SIDEWALK TO BE 4" THICKNESS STANDARD AND of the pavement message and shall be se erated from the pavement messy e a distance of 25'.1 Galvanized Hex Nut and Washer 6" THICKNESS WERE NOTED ON PLANS P g P p g ... _.:....... . . :. . .. . I1II 1� . I ASTM F936.Afler the nuts have been tightened, the anchor bolt threads shall be distorted or the � . � � . ... ' Base Plate (See Detail T"J :. Base Plate (See Defotl'DaJ DETAIL °B" ' . nuts and bolts spot welded and coated with a galvanizing compound /n accordance with the I . . .. (BAse of the arrow to the base of the message). . with Shim Plates (as rsq'dd . 'v with Shim Plates !as rag dJ Specifications. , All Sidewalk Curb Ramps Shall Have Detectabl warni Surface That g - . a RA/L.TO POST CONNECTIONS RESILIENT PADS OR NEOPRENE PADS: 3. PROVIDE JOINTS EVERY 5 AND AT ALL P.C. s & P.T. s Extend The Full width Of The Ram And In The Directlo►gOf Travel 24" ;• v :.,. •` • I Resilient or Neoprene pads shall be In accordance with Specification Section 932, except that testing From The Back Of r-urb. p ' . I_i. ;.. @ask face of Relnf. , I AT CURVED SECTIONS .. .io •a,1'.�, ; ", .o • ,c qof the finished pads will not be required. Neoprene pods shall be durometer hardness 60 or 70. 1 I I '' .Concrete Refalnt ."•.:•1;�• .. d '0•. . •� Wall ' I' JOINTS., .. . ., Concrete " . I $ _y" 3n/4' All fixed Jolnfs ore fo be ellher welded o/loraund and ground smooth ar cnmmarcioly designed .. .$ I fixed Joint systems (soldered, brazed, fused, bonded or shrink fitted) approved by the Engineer. . ysidewalk afro rnrckened � 4V2' •3V2" Varie6 CURB RAMP D E T E C T A B L E Edge ': '. Vs" R Mechon7cal Jolnfs other than expansion Jolnis are not permitted uMess approved by the Engineer. ' - Min. Mtn. f 1! nit ted f f s ate weld! . Field s 1 SIDEWALK DETAIL Pas s she be m ec o he m a d $' ng any p/ ces similar to the expansion �. � a joint deta7imay be approved by the ingineer ro foc!lnate shipphg and handling, but rolls must be � I - .1. ` WARNING DETAIL 9° Min. Width of Structure •N ncntlrnrous across a minimum of two posts. Expansion Jolnis shop be spaced of a maximum of 30'-0". '. a16° Embedment Depth L io WELDING. /� CONCRETE SIDEWALK MOUNTED RETAINING WALL MOUNTED jti •N All welding shall be in ocrardonce wlrh the American Welding Socley Structural Welding Coda (+ • T. S.) M.T.SJ PAVEMENT ARROW AND MESSAGE D E TA 1 LS ¢ � (Aluminum)ANSI/AWS D42 (current edition). Filler metal shall be either ER5/83,ER5356 or ER5556. 2 - I' m x 8" Steel Anchors: Galvanized Steel Bolts (As Shown) (C!P)! Galvanized U-Bolts Permitted (C/P)e ! - . Nondestructive testing of the welds stall not be required. . .. . Galvanized Adhesive Anchors Permitted ( r)f Expansion Anchors Not Permitted. . ' : ' SHOP DRAWINGS: I . : . : .. � . *** Adhesive anchors sell be fuly threaded headless anchor bolts set In drilled holes (manufacturer recommended diameter) , SHIM PLATE DETAIL Complete details addressing project specific geometry (line & grade) showing post and expansion joint . - . . (N. T. S.) FDOT INDEX 1 7346 with on Adhesive Bonding MoterlalSystem In accordance with Specification 416 and 937. The minimum embedment Is 6'. - locations must be submitted by the Contractor for the Engineer's approvalprior to fabrication of I - . DETAIL "A" the Gulderall. Shop drawings shallbe In accordance with the Speclftcattons. - . ALUMINUM PIPE GUIDERAIL . (F.D.O.T. Index #870) I . �, . Yellow Ed e Line . . . .. 6" II BA51G COLOR RULE SOLAR PANEL -T White lines separate flows in the .. . FACE SOUTH same direction Yellow tines �. . (10 WATT) Dotted Line ( Turning Guide Line ) I . -� separate flows in the opposite . 6 direotton Yellow dotted lines may . . . . 4 i® 4'i® 4'1® 4'i® 4't® 4'i� . . . . n p ci aces . . Witte '. used i s e al c .. Two -Lane Passing Prohibited ( Yellow ) I . ..I .. I .... . ... ... . . . . ... .. . ...... .. ... .. ..I. . . . . .. ... . . ... . . . .. . 45 °zT -A AMBER 12 LED DISK I. : . . I . ..-. r ®4 O . ", __ e . .. . . ... b. .. . . Double Solid Yellow (Or White) 12" Wh �; .. . SIGNAL MOUNTING 4 POLE SCOO Od .. ite . SPEED t 6° : I T4 L t�� I Pavement Marking I Single -Lane Pavement Marking Should Not Extend I Into Opposing Lane. 33 s. f. . . SCHOOL PAVEMENT MARKINGS I (N. T. S.) FDOT INDEX 1 7344 11 CITY OF . - 11�''I .jMASTELLERMOLER, INC. l*E13job4 "I" I 11 ;��,.�, ,,,:�,11�;� T�ATq - - Cf. i CONSULLING ENGINEE(�S _, - ., __ &. 0211011 1551JED FOR BIDDING PRH/JMB CERTIFICATE OF AUTHORIZATION #4204 No. �ArE �EscRlPrloN �R/APp 1655 27th ST2EET -SUITE 2, VERO BEACH, F�ORIDA 32g60 �REVISIONS(772) 567-5300 /FAX (772) 7q4-1106 0 Raised Refl Mar Bf-Directional Amber BI-Directional Amber MARKERS . I 11 CONSTRUCTION DETAILS 1 L�,3dHaC�� n&Q[D CITY OF SEBASTIAN