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["MOB MCPARTLAN
MAYOR
JEROME ADAMS
VICE MAYOR
ANDREA B. COY
COUNCIL MEMBER
JIM 'HILL
COUNCIL MEMBER RICHARD H. GILLMOR
COUNCIL MEMBER
JOE GRIFFIN
CITY MANAGER
48 HOURS BEFORE DIGGING
CALL 811
SUNSHINE STATE ONE CALL
OF nORIDA, INC.
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01 COVER SHEET
02 GENERAL NOTES
03 EXISTING TOPOGRAPHIC SURVEY AND BIKE PATHWAY
04 EXISTING TOPOGRAPHIC SURVEY, BIKE PATHWAY AND SIDEWALK
05 EXISTING TOPOGRAPHIC SURVEY AND SIDEWALK
CD1 CONSTRUCTION DETAILS
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FRA K T. WATANABE, P.E. FLORIDA DATE
REG. No. 66735
ISSUED: APRIL 2016
Project Number: COS - Al 630
I
GENERAL NOTES MAINTENANCE OF TRAFFIC
1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY OF
SEBASTIAN ENGINEERING, PUBLIC WORKS AND THE FDOT STANDARD SPECIFICATIONS
FOR ROADS AND BRIDGES, LATEST EDITION 2015.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY
CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND AGREE TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY
HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES,
STRUCTURES, AND OTHER FEATURES AFFECTING HIS WORK.
3. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL
UTILITIES AND NOTIFY UTILITY OWNERS 48 HOURS PRIOR TO DIGGING IN ANY PORTION
OF THE SITE.
4. THE CONTRACTOR SHALL CONTACT THE ENGINEER UPON FINDING ANY CONFLICTS IN
THE PLANS DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THE DRAWINGS.
5. THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS SHALL BE STRICTLY OBSERVED BY
THE CONTRACTOR. ALL INGRESS, EGRESS AND TRAFFIC PATTERNS ON THE SITE SHALL
BE EXISTING ROADWAYS SHOWN ON THE DRAWINGS.
6. FINISHED GRADE FOR GROUND ELEVATIONS ON DRAWINGS REFER TO GRADE AFTER
SODDING OR OTHER SURFACE TREATMENT. FINISHED ELEVATIONS SHOWN ON
DRAWINGS REFER TO ELEVATIONS AFTER CONCRETE OR ASPHALT PAVEMENT.
7. INSTALLATION OF ALL CONDUITS, PULL BOXES AND FOUNDATIONS SHALL BE IN
ACCORDANCE WITH ALL REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, FDOT ROADWAY AND
TRAFFIC DESIGN STANDARDS AND AS INDICATED ON THE DRAWINGS AND/OR BY THE
MANUFACTURER.
8. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS OF ALL TESTINGS BY AN
INDEPENDENT GEOTECHNICAL SOILS AND MATERIALS TESTING LABORATORY. THE COST
OF ALL TESTINGS REQUIRED BY THESE PLANS & SPECIFICATIONS SHALL BE INCLUDED
WITH THE LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE
OWNER.
9. UNLESS OTHERWISE SHOWN, THE CONTRACTOR SHALL REPLACE ALL PAVING, SODDING,
STABILIZED EARTH, LANDSCAPING, DRIVEWAYS, SIDEWALKS, IRRIGATION SYSTEMS,
UNDERGROUND PIPING, ETC. LOCATED WITHIN AND OUTSIDE THE CONSTRUCTION LIMIT
LINE DISTURBED OR DAMAGED BY THE CONSTRUCTION. THE CONTRACTOR SHALL
REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY THE ENGINEER.
10. WHERE A CONNECTION IS TO BE MADE IN THE FIELD TO AN EXISTING CONDUIT, THE
CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE OF CONDUIT, CONDUIT
SIZE, AND REQUIRED CONNECTION AND FITTINGS AND OBTAIN THE OWNERS APPROVAL
OF THE PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS.
11. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING
AND PROPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO
ENSURE PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE
VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER.
12. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED
FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY.
13. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF
THE CITY OF SEBASTIAN.
14. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. THE CONTRACTOR
WILL PROVIDE A MAINTENANCE OF TRAFFIC PLAN TO THE ENGINEER PRIOR TO
CONSTRUCTION. TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE
MAINTAINED DURING CONSTRUCTION.
15. COMPLETE RECORD DRAWINGS, CONFORMING TO THE CITY OF SEBASTIAN STANDARDS
SHALL BE COMPILED DURING CONSTRUCTION FOR PERIODIC REVIEW. FINAL RECORD
DRAWINGS, CERTIFIED BY A FLORIDA LICENSED REGISTERED LAND SURVEYOR SHALL BE
SUBMITTED TO THE ENGINEER IN DIGITAL FORMAT PRIOR TO FINAL INSPECTION AND
ACCEPTANCE ON ANY PART OF THE PROJECT.
16. LOCATIONS AND DIMENSIONS OF EXISTING RIGHT-OF-WAY AND EASEMENTS ARE BASED
ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LIMITS OF THE
RIGHT-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS.
17. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF
PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE
MADE SEVENTY-TWO (72) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL
CONFLICT, THE CONTRACTOR IS TO NOTIFY THE CITY OF ANY OBSTRUCTION.
18. ELEVATION DATUM IS LOCAL DATUM.
19. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO
PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATIVE ACCESS
ROUTES, WHICH ARE SUBJECT TO APPROVAL BY THE ENGINEER.
20. THE CONTRACTOR SHALL NOTIFY THE CITY AND IRC UTILITIES 72 HOURS IN ADVANCE OF
ANY WATER MAIN OR SANITARY FORCE MAIN SHUT -DOWN.
21. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.
22. THE CONTRACTOR SHALL NOTIFY FIBER OPTIC COMPANIES SEVEN (7) DAYS PRIOR TO
.ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER
OPTICS.
23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT,
LANDSCAPING, DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE
ITEMS SHALL BE PAID UNDER GENERAL REQUIREMENTS.
24. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS
AROUND WORK AREAS. THE CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON
SIDEWALKS, WITH TEMPORARY FENCING BETWEEN CONSTRUCTION AND TEMPORARY
SIDEWALKS, ETC.
25. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA
REGISTERED LAND SURVEYOR AFTER CONSTRUCTION.
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
1. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST PUBLISHED EDITION.
CHAPTER VI AND THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST
PUBLISHED EDITION AT ALL TIMES.
2- ALL TRAFFIC CONTROL DEVICES (TEMPORARY SIGNS, PAVEMENT MARKINGS, BARRIER
WALLS, ETC.) REQUIRED DURING A CONSTRUCTION PHASE SHALL BE INSTALLED AND
APPROVED BY THE CITY OF SEBASTIAN TRAFFIC OPERATIONS ENGINEER PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION AND WILL BE MAINTAINED IN ACCORDANCE WITH
MUTCD, REFER TO INDEX 600. IF CASE IS NOT COVERED IN MUTCD, INDEX 600 SHALL BE
USED IN CONJUNCTION WITH ALL OTHER INDEXES SPECIFICALLY MENTIONED IN EACH
TRAFFIC CONTROL PHASE.
3. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL
MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE
CONSTRUCTIONPER THE LATEST PUBLISHED EDITION.
4. INGRESS/EGRESS TO COMPLEX, MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
SCHEDULE.
5. THE CONTRACTOR SHALL SUBMIT A MOT PLAN SIGNED AND SEALED BY PE FOR
CONSTRUCTION WORK ON CITY STREETS.
EROSION CONTROL/WATER QUALITY NOTES
1. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR
TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, AT A MINIMUM, TO THE
LIMITS SHOWN IN THE DRAWING, AS REQUIRED IN THE SPECIFICATIONS AND IN
ACCORDANCE WITH ALL REGULATORY AGENCY REQUIREMENTS. THE COST TO THE
CONTRACTOR FOR ALL EROSION AND SEDIMENTATION CONTROL IS INCLUDED IN THE
LUMP SUM BID AND NO ADDITIONAL COMPENSATION SHALL BE MADE BY THE OWNER.
2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY
EROSION CONTROL FEATURES.
3. THE CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT
SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN
ADDITION, THE CONTRACTOR SHALL PLACE MULCH OR OTHER SUITABLE MATERIAL ON
GROUND ON AREAS WHERE CONSTRUCTION -RELATED TRAFFIC IS TO ENTER AND EXIT
SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE
QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR
BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO
THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. AN EROSION CONTROL
BARRIER SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL
SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE_
4. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND
MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON
PRIVATE PROPERTY. THE CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES
AS REQUIRED TO MEET THIS REQUIREMENT.
5. THE CONTRACTOR OBTAIN ALL REQUIRED NPDES PERMITS FOR CONSTRUCTION WORK
AND SHALL COMPLY WITH THE CITY'S NPDES ORDINANCE ON ILLICIT DISCHARGE.
SPECIAL CONDITIONS
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH:
• COMCAST
• FPL (FLORIDA POWER AND LIGHT)
• I.R.C. UTILITIES (INDIAN RIVER COUNTY)
• AT&T DISTRIBUTION
FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD TO THEIR
RESPECTIVE SERVICES.
MINIMUM STANDARDS
1- SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN
LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND
DISTURBANCE TAKES PLACE.
2. SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT
THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO GRADING OR
DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER
SEIDMENT BARRIES SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM
FLOWING OR FLOATING ONTO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED
AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE
SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED
FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS
THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM
DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED
BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED
TO ACCOMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING
ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE
BASIN.
5. AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED
FOR INTEGRITY. DAMAGED DEVICES SHALL BE CORRECTED BY THE CONTRACTOR
IMMEDIATELY.
6. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS
CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR
SLOPE DRAIN STRUCTURE.
7. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER
PROTECTION SHALL BE PROVIDED.
8. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR
CHANNEL. ALL STORMWATER INLETS THAT ARE MADE OPERABLE DURING
CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT
ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHER WISE
TREATED TO REMOVE SEDIMENT
9. UNDERGROUND UTILITY POWER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE
FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
(a) NO MORE THAN 500' LINEAR FEET OF TRENCH
MAY BE OPENED AT ONE TIME.
(b) EXCAVATED MATERIAL SHALL BE PLACED ON THE
UPHILL SIDE OF TRENCHES.
(c) EFFLUENT FROM DEWATERING OPERATIONS SHALL BE
FILTERED OR PASSED THROUGH AN APPROVED
SEDIMENT TRAPPING DEVICE, OR BOTH, AND
DISCHARGED IN A MANNER THAT DOES NOT
ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE
PROPERTY.
(d) RESTABLIIZATION SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THESE REGULATIONS.
CONSTRUCTION IN STREETS, ROAD RIGHT-OF-WAY
& PARKING AREAS
1. OPEN ROAD CUTS REQUIRE PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER
AGENCY WHICH MAY HAVE JURISDICTION.
2. CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.
3. AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS,
MULCH OR SOLID SOD, AS STATED ON THE PLANS.
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND DOCUMENT THE ACTUAL
LOCATION AND EXTENT OF EXISTING UTILITIES WHICH MAY AFFECT CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE BASED UPON THE BEST AVAILABLE INFORMATION SUPPLIED TO THE
OWNER/ENGINEER AND IS SHOWN FOR INFORMATIONAL PURPOSE ONLY.
5. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE
STARTING CONSTRUCTION.
6. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
BEFORE COMMENCING WORK.
7. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
8, THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE
OF CONSTRUCTION OPERATIONS.
9. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF
THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY.
10. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN THE ROAD RIGHT-OF-
WAY AND LOT AREAS SHALL BE FULLY EXCAVATED AND REPLACED WITH CLEAN, ON-SITE FILL
MATERIAL COMPACTED TO 95% MAXIMUM DENSITY. ACTUAL EXTENT AND QUANTITY OF
EXCAVATION SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION BY APPROPRIATE FIELD
MEASUREMENT. DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DIRECTED BY OWNER OR
OWNER'S ENGINEER.
11. ALL STAMP CONCRETE PARKING SHALL MEET THE EXISTING CITY'S CONCRETE PATTERN AND
COLOR AND SHALL APPLY SEALANT 28 DAYS AFTER INSTALLATION.
REVISIONS DRAWING INFORMATION
CR OF FOOT DRIVE AND FLEM I NG STREET
N0. DATE BY DESCRIPTION FILENAME: Brush Foot Dr. and Fleming ST. "'
SCALE:
SURVEYED BY: BIKE PATH AND SIDEWALK PROJECT
�, � � " " �
DSGN: FTW DATE: 02/02/2016 M h GENERAL NOTES
DRWN: MDS DATE: 03/31/2016. «A
CHKD: FTW DATE: 0313112016 HOME OF PELICAN ISLAND CITY OF SEBASTIAN
QA/QC: FTW DATE: 031311206
r
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STATE OF '10
F NK T. iNATANABE, P.E. l
FL. REG. NO. 66735 /I
WORKING NUMBER:
COS - Al 630
SHEET NUMBER:
02
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0387 20.70 2 21.23 If.0Gs20S4
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x21157 CATCH BASIN "�'80S 2073 -2fl I„ x20.81 204,5 � � �
18.58 54 x20c�0 STOP
H x20.78 �P EL.-20?gZ.... X58, Tilt L?AS1N. 87 2a.8fi �V
_- _-_ _ - . . r- -_. Fk -�' BI
CA
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49.78 79.7 x20.48 -2042 x2C>70 20.57 205-#ih44H?E T�tlN t x2053 2D.8 _ �_ , PATHS 0
.1 20.0 "'' cf� 2058
2L%70 2052x (FILLEii Y�tTxi flJRT) x2ti 57 ,2€3 55 20.77 2�3 T&
13.24 2?' qpA 20.55 -1'062 liiJS 2326
EuP 60:1LLb'Cl 43.32 B
3-a Lrpo`4D5' BIKE .. 2�. -zO62 -.7 76 O.rT
� i FOOT " �]l I ClI±�` 5' BIKE 5' BIKE 27779 xza 2_-�3.9�-
-f x20 42 A -20.56 x20 43 2a c, B - -
..`` ~-- PATHroa_ -03.82 _
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28+0 xf .. EGP 26+00 .: 25+00 Rlw (aPFhr) wow uNKN01�^1 24+00 23+00 22+00 `24 QQ 2003x �/�
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s
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w �,aOx ) " _ ' . it i'�-;� ALK -ASPHALT x20.22 LLJ
_ -«zrs to Tns_-A TaL ctraRnearL CROSSW 62
2LJ 4n c
o 19,15 G
RELOCATE-
- --K
EXISTING - .-.._. __._.... . _....,x �-- - 11A=TQ
61
GUARD!2AIL €: SPEED HWFT�
100' ROADWAY EASEMENT PER ORB 62, PG 255 1806 � EX. GUARDRAIL INSTALL SIG ME GUAR rl STA: 20+00 � -
Ss INV. EL.-15.,51INV EL.=14.72 INSTALL SPEED
INV. EL�r4 t3
PEDESTRIAN CROSSING 148 ¢ CUSHIONS
q CANAL - CANAL 4 - CANAL -
INSTALL SIGN
POSSIBLE 70.0' Pn5Si8LE 70. 0'
SPEED HUMPS POSSIBLE 711.0'
DRAINAGE EASEMENT Ft.EMING GRANT LINE PER PLAT BOOK 5 PAGE 34 _ _ _ DRALIVAGE EASEMENT DRAINAGE EASEMENT
- 6IA. i+4' 41a1S•TALLSIGN -
END 5' ASPHALT PEDESTRIAN
BIKE PATH CROSSING I
4 � I
SURVEYOR'S NOTES
1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP.
2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS-OF-WAY, EASEMENTS,
RESERVATIONS,DEED RESTRICTIONS, ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, ADJOINING
DEEDS, LIENS, MURPHY ACT RIGHTS-OF-WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL
PE PE PE PE DETERMINATIONS. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE
BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION OTHER%ISE KNOWN TO THE SURVEYOR AND
MAY NOT BE COMPLETE.
3. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT
TRAVEL LANE TRAVEL LANE 4' S' 5' 4' TRAVEL LANE TRAVEL LANE LOCATED, UNLESS OTHERWISE INDICATED. TO THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS
�S >•S SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE
EXISTING PATH PATH EXISTING
COMPLETE.
GRASS GRASS 4. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON
OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED.
5. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE.
6. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 PER NATIONAL GEODETIC
SURVEY BENCH MARK PID"AF3470" AT AN ELEVATION OF 20.74'(NAVD88).
7, TO CONVERT ELEVATIONS TO NORTH AMERICAN VERTICAL DATUM OF 1929 (NGVD29) USE A CONVERSION FACTOR
-- - -- - OF (+1.43),
//��(J ///////��
BRUSHFOOT DRIVE BRUSHFOOT DRIVE LEGEND
1" ASPHALT PAVEMENT 1" ASPHALT PAVEMENT
6" COMPACT BASE MATERIAL 6" COMPACT BASE MATERIAL ,}t U ASPHALT PATHWAY
FILL AREA (COMPACTED MATERIAL)
18" ADS PIPE I
i
TYPICAL SECTION A -A TYPICAL SECTION B -B
5' PATHWAY 5' PATHWAY TYPE'D' Box STRUCTURE
2" CONDUIT DIRECTIONAL
- - - - BORE TO BE TRENCHED
PEDESTRIAN LIGHT
POLES AND FOUNDATION
(CITY WILL SUPPLY
POLES)
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
REVISIONS DRAWING INFORMATION MOF
BRUSH FOOT DRIVE AND FLEMING STREET
NO. DATE BY DESCRIPTION FILENAME: Brush Foot Dr. and Fleming ST.
SCALE: 1"=30' ` BIKE PATH AND SIDEWALK SURVEYED BY: INDIAN RIVER SURVEY ALK PROJ ECT
DSGN: FTW DATE: 02/02/2016
DRWN: MDS DATE: 03/31/2016 EXISTING TOPOGRAPHIC SURVEY AND BIKE PATHWAY
<:,. :.,•`.• .-
CHKD: F7W DATE: 03/31/2016 HOME OF PELICAN ISLAND CITY OF SEBASTIAN
QA/QC: FTW DATE: 03/31/2016 „
\\\M1111/// ���i,
W
= * No. 66735 ,.,m WORKING NUMBER:
*- COS - Al 630
�.�STATE OF � :'a`
N SHEET NUMBER:
F NK TANA E, P.E. 03
.
FL. REG. NO. 66735
I
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ADS =ADVANCED DRAINAGE SYSTEM ONW = OVERHEAD WIRESV ASPHALT PATHWAY
BFP =BACKFLOW PREVENTER O.R.B. =OFFICIAL RECORD BOOK
BOC = BACK OF CURB (P) = PLAT
BWF =BARBED WERE FENCE F.B. =PLAT BOOK FILL AREA (COMPACTED MATERIAL)
CLF = CHAIN LINK FENCE PG. = PAGE PE PE V AND REALIGN EXISTING SWALE
CM = CONCRETE MONUMENT PVC = POLY VINYL CHLORIDE
CMP = CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE
CONC. = CONCRETE (S) = SURVEYED �/////� 18" ADS PIPE
COVE, = COVERED TOB = TOP OF BANK 51 4' TRAVEL LANE TRAVEL LANE
C/O = CLEAN OUT TOS = TOE OF SLOPE
(D) = DESCRIPTION TRANS = TRANSFORMER PATH EXISTING
TYPE 'D' BOX STRUCTURE
ECMP = ELLIPTICAL CORRUGATED METAL PIPE UG = UNDERGROUND
GRASS
EDR = EDGE OF DIRT DRIVE: WDF = WOODEN FENCE_
2" CONDUIT EL. = ELEVATION WL = WATER LINE
EM=ELECTRIC METER WM - WATER METER BORE TO ETRENCHED DIRECTIONAL
FFE = FINISHED FLOOR ELEVATION = FIRE HYDRANT
FM = FORCE MAIN
FND -FOUND E-- =GUY ANCHOR PEDESTRIAN LIGHT
GV -GATE VALVE UTILITY POLE POLES AND FOUNDATION
=
GV HANDICAP ""` 2%� - - - - - _ (CITY WILL SUPPLY
HW = HEADWALL =WATER GATE VALVE '^'w~^ `_ - - POLES )
ID =IDENTIFICATION WATER METER /
IP = IRON PIPE = SIGN I BRUSHFOOT DRIVE
IR = IRON ROD 1" ASPHALT PAVEMENT
IRC = IRON ROD WITH CAP 6" COMPACT BASE MATERIAL
TYPICAL SECTION C -C
5' PATH WAY
INSTALL PEDESTRIAN POLES � INSTALL PEDESTRIAN POLES 4 INSTALL PEDESTRIAN POLES 4 INSTALL PEDESTRIAN POLES 4
CD -1 CD -1 CD -1 CD -1
5' BIKE 5' BIKE
PATH PATH �fft
X78.5 -20,20 � -
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+
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b .20.98 X20.97 .20.86 X21.09
x29 32 X•20.68 ♦ C. x2{196 _ l X21.14 x21..24 -
is a
` EePP 21.te 2077 TRANIgITION EOP .20.79
?? Rs t-.�► ., �.
�19.9c1 _ _ _ EOP _20.0n
Ex
TC1R -. �xPa- e 3 - - - _ ___- • _ _ _ _- CIINC,*1'i E -�---- .
' TC1fi _2 _,.. � _ _ ._.._ ___ ._........_......_ TOB
- �- - � TAL GUARDRAIL SIDEWALK TO
100' ROADWAY EASEMENT PER ORB 62 PG 255 NEW S ASPHALT
CONCRETE BIKE
CAtAI PATH
C
CANAL
POS9 BLE 70.0,
DRAINAGE EASEA9`NT
NEAP OF
TOPOGRAPHIC
SURVEY
L RAPH I L S;,.,L E
E: _ 301
MATCH
EXISTING BOX
TO ALLOW
DRAINAGE
EXISTING 5'
EXISTING
CONCRETE CROSSWALK
SIDEWALK
164
.
'20.8282 2C1 6y
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ACETAL GUARDRAIL I EXISTING
_ FLEMING GRANT LINE PER PLAT SOAK 5, PAGE 34
I
LOT 37
BLOCK 65
LOT 36
BLOCK 65
SERAS7IAN HICHLANDS UNIT 2 PLAT BOOK 5, PACE 34
LOT 14 LOT 13
BLOCK 81 BLOCK 81
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
LOT 39
BLOCK 65
LOT 12
BLOCK Bl
NO. DATE BY
LOT 40
BLOCK 65
REVISIONS
DESCRIPTION
LOT 41
BLOCK 6s
LOT 42
BLOCK 65
Lar 43
sl. 615
LOT 44
BLOCK 65
LOT I
BP.00W 12
m
a
20.7,9' '" 5' CON RETE
620.64 - SIDEWALK
a• q
20.49*
I
yt •
CA
LEST 3
BLOCK 12
EXISTING
5' CONCRETE
SIDEWALK
EXISTING 2
TRUCATED DOMESCV-ol
CATCH BASIN WTV M � g X2C).89 09
X4
AT&r_ INV! EL.- ..rP NV. EL.=20.08 Ai&r AL. is.5z INSTALL SIGN
' INV a.-1991 Irv. EL.=19.79 2? INV -15.98 p 1. �� �"!N("'
kfSE 1 2 5 t; R.SER� J
�? ,
4 LF L x 2010 6 X21,32218 20. 9.5:.5 X70. s9 ,, $ EZE 7RIC 2058.
.fie-.e:. a..20 9f
2J 2iL! 1 s -# 12 APrS .w_,µ ., :.:,..:2£taS .x. 12Zt CCF 19 81,7 S9 .,
, a::.., ::.xr,6 21.35 l.0.. 1,s oz� coNe A.93
- 20.43`x.5" 21.67 - 19,fri3 72 .,At>S �"' / <1.21 5' CONC WALK _ e ly 'r
3 2P,6 dsA9d �___� � 6 2097 �x� 21.39 INSTALL 21.1 1P.0'R -'?1.12 Q.95
Vis' COLIC WALK ';� i �� 3' CON WALK q Zt.oj r.�1 �r.6a uc T sus CROSSWALK
21.37
U _ _ ; 1.68PoaLE sTr� WITH
21: G4 X1.23 h2021,67- .66 HATCHING .
INSTALL 5 A4A.rN STREET(S)
.x1.4.2
1COMICRE�•
INSTALL SIGN .Es REMING sTREl1(P} CENTERLINE 5' S/VV
_
S?IE ?IF NO. 3 11 ADVANCED WARNING
SET NAIL & WAS:h�ER W7545 THICK) 21. SIDEWALK (4" 70.• R,°' (OPEN)
♦ 1 21,2
EL.=21. 7{ AVD88) ,,� PEDESTRIAN CROSSING"
.. , ,,• y 1.39
i :is+ . 4. ' ''`,.• t,. - ,:�
0,40 ., l -• r Las
35 V OF
�'� ,• • ' s^ ^- ^' l0 12 ADS 4 20. 06'
! •}i : v t ��3�'
te.yam.. "-- 20_9 708
-5, S� t :: ,j4 • �' 1{Iv. EL. -19.5f? INY. EL l87 � � •�� � P MP'
.-' --' EXISTING WATER H
r zP 30. VALVE BOX - CA
INV EL=17.06 AllR;
'I,. * �° A `�'" �r.�• �,�_:; ;:,; v
[)O APPROVMATE
78RELOCATE SIGNS LOCA iiON INSTALL SIGN ( qto
•ASIrAN HIGHLANDS PLAT BOOK PAGE 14 .274 1s' PEDESTRIAN CROSSING" 25.0
MAT HLINE B MATC#iLINE 8---
W WA
DRAWING INFORMATION MOF BRUSH FOOT DRIVE AND FLEMING STREET = `�;' No. 66735 '� r WORKING NUMBER:
FILENAME: Bush Foot Dr. and Fleming ST. BIKE PATH AND SIDEWALK PROJECT STATE of COS - Al 630
SCALE: 1 - 30 y p ;
SURVEYED BY: INDIAN RIVER SURVEY ,... EXISTING TOPOGRAPHIC SURVEY
DSGN: FTW DATE: 02/02/2016 /� SHEET NUMBER:
DRWN: MDS DATE: 03/31/2016 BIKE PATHWAY AND SIDEWALK / 04
CHKD: FTW DATE: 03/31/2016 HOME OF PELICAN ISLAND FF1ANK T. WATANABE, P. E. '
QA/QC: FTW DATE: 03/31/2016 CITY OF SEBASTIAN FL. REG. NO. 66735 7t,
■
0
164
{V
y
1-0't 2
BLOC ' 12
0.
LEST 3
BLOCK 12
EXISTING
5' CONCRETE
SIDEWALK
EXISTING 2
TRUCATED DOMESCV-ol
CATCH BASIN WTV M � g X2C).89 09
X4
AT&r_ INV! EL.- ..rP NV. EL.=20.08 Ai&r AL. is.5z INSTALL SIGN
' INV a.-1991 Irv. EL.=19.79 2? INV -15.98 p 1. �� �"!N("'
kfSE 1 2 5 t; R.SER� J
�? ,
4 LF L x 2010 6 X21,32218 20. 9.5:.5 X70. s9 ,, $ EZE 7RIC 2058.
.fie-.e:. a..20 9f
2J 2iL! 1 s -# 12 APrS .w_,µ ., :.:,..:2£taS .x. 12Zt CCF 19 81,7 S9 .,
, a::.., ::.xr,6 21.35 l.0.. 1,s oz� coNe A.93
- 20.43`x.5" 21.67 - 19,fri3 72 .,At>S �"' / <1.21 5' CONC WALK _ e ly 'r
3 2P,6 dsA9d �___� � 6 2097 �x� 21.39 INSTALL 21.1 1P.0'R -'?1.12 Q.95
Vis' COLIC WALK ';� i �� 3' CON WALK q Zt.oj r.�1 �r.6a uc T sus CROSSWALK
21.37
U _ _ ; 1.68PoaLE sTr� WITH
21: G4 X1.23 h2021,67- .66 HATCHING .
INSTALL 5 A4A.rN STREET(S)
.x1.4.2
1COMICRE�•
INSTALL SIGN .Es REMING sTREl1(P} CENTERLINE 5' S/VV
_
S?IE ?IF NO. 3 11 ADVANCED WARNING
SET NAIL & WAS:h�ER W7545 THICK) 21. SIDEWALK (4" 70.• R,°' (OPEN)
♦ 1 21,2
EL.=21. 7{ AVD88) ,,� PEDESTRIAN CROSSING"
.. , ,,• y 1.39
i :is+ . 4. ' ''`,.• t,. - ,:�
0,40 ., l -• r Las
35 V OF
�'� ,• • ' s^ ^- ^' l0 12 ADS 4 20. 06'
! •}i : v t ��3�'
te.yam.. "-- 20_9 708
-5, S� t :: ,j4 • �' 1{Iv. EL. -19.5f? INY. EL l87 � � •�� � P MP'
.-' --' EXISTING WATER H
r zP 30. VALVE BOX - CA
INV EL=17.06 AllR;
'I,. * �° A `�'" �r.�• �,�_:; ;:,; v
[)O APPROVMATE
78RELOCATE SIGNS LOCA iiON INSTALL SIGN ( qto
•ASIrAN HIGHLANDS PLAT BOOK PAGE 14 .274 1s' PEDESTRIAN CROSSING" 25.0
MAT HLINE B MATC#iLINE 8---
W WA
DRAWING INFORMATION MOF BRUSH FOOT DRIVE AND FLEMING STREET = `�;' No. 66735 '� r WORKING NUMBER:
FILENAME: Bush Foot Dr. and Fleming ST. BIKE PATH AND SIDEWALK PROJECT STATE of COS - Al 630
SCALE: 1 - 30 y p ;
SURVEYED BY: INDIAN RIVER SURVEY ,... EXISTING TOPOGRAPHIC SURVEY
DSGN: FTW DATE: 02/02/2016 /� SHEET NUMBER:
DRWN: MDS DATE: 03/31/2016 BIKE PATHWAY AND SIDEWALK / 04
CHKD: FTW DATE: 03/31/2016 HOME OF PELICAN ISLAND FF1ANK T. WATANABE, P. E. '
QA/QC: FTW DATE: 03/31/2016 CITY OF SEBASTIAN FL. REG. NO. 66735 7t,
■
—5 j8/W
0
—5'
I u elufl i.eiI AL IJ I M1.. lu I1 Enol. Jl. 111.11] J6F. i,i l.e pili .....le. ni .J i. uu1 ii..
`s
�gb
0
1
-it /
o A o L 5,
CONCRETE
546EW K (4" THICK)
ADS = ADVANCED DRAINAGE SYSTEM OHW = OVERHEAD WIRES
$/W BFP = BACKFLOW PREVENTER O.R.B. =OFFICIAL RECORD BOOK
,25.8200 ' / :r:>�/ BOC = BACK OF CURB (P) PLAT
BWF = BARBED WIRE FENCE P.B. = PLAT BOOK
CLF - CHAIN LINK FENCE'
PG. = PAGE
its CPI = CONCRETE MONUMENT PVC = POLY VINYL CHLORIDE
CMP = CORRUGATED METAL PIPE RCP = REINFORCED CONCRETE PIPE
'_�- - •`
c���t� (S) SURVEYED
� 2.4 CONC.. = CONCRETE
TOB TOP OF B
ANK
C/O = CLEAN OUT TOS — TOE OF SLOPE
cR (D) _DESCRIPTION TRANS =TRANSFORMER
17?1 S�� IS L 8' WIDE ,.� ,y� / ECMP = ELLIPTICAL CORRUGATED METAL PIPE UG = UNDERGROUND
`'per R SWALK .:::` o�
EDR =EDGE OF DIRT DRIVE WOF =WOODEN FENCE
EL. = ELEVATION WL = WATER LINE
Z. EM=ELECTRIC METER WM = WATER METER
�' fi2a�a FFE = FINISHED FLOOR ELEVATION
'°� = FORCE MAIN =FIRE HYDRANT
FM
o, iv �a•�a `'�+� ��
FND=FOUND E--- GUY ANCHOR UTILITY POLE
_
FN . GATE VALVE —
INS ALL ADA RAMP 1
—
r L
H/CR HANDICAP
HW o HEADWALL j}Q WATER GATE VALVE
.WIT TRUNCATED CD -1 CD -1 ID = IDENTIFICATION ; =WATER METER
DO IP r IRON PIPE
=
IR =IRON ROD ``r"" SIGN
IRC IRON ROD WITH CAP J
27.(16
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
REVISIONS DRAWING INFORMATION (,OF
NO. DATE BY DESCRIPTION FILENAME: Brush Foot Dr. and Fleming ST.
BRUSH FOOT DRIVE AND FLEMING STREET
SCALE: 1"=30' BIKE PATH AND SIDEWALK PROJECT
SURVEYED BY: INDIAN RIVER SURVEY � £ �,� ,,.�
DSGN: FTW DATE: 02/02/2016 s_v EXISTING TOPOGRAPHIC SURVEY AND SIDEWALK
DRWN: MDS DATE: 03/31/2016
CHKID: FTW DATE: 03/31/2016 HOME OF PELICAN ISLAND CITY OF SEBASTIAN
QA/QC: FTW DAVE: 03/31/2016
No, 8{;735 �0. = WORKING NUMBER:
COS Al 630
-AsrArE o� �, ; w:
�� �S'�•O_.IQ-������
SHEET NUMBER:
05
RAN WATANABE, P.El(( /g
FL. REG. NO. 66735
SIDEWALK CURB RAMP
CD -1 SCALE: N.T.S.
ttititK4i(t
PICTORIAL VIEW CR -G SHOWN PICTORIAL VIEW CR -G SHOWN
(OPTION A) (CR -F AND CR -H SIMILAR) (OPTION B) (CR -F AND CR -H .SIMILAR)'
2 CURB RAMP WITH DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
A lnlerse[fF I rsep'r,
N�.sf; CrpsaNgs. p.eater tlpn e! egYN'k / M MOM..
r. Rdlroed Efprri»ff,
rd.. 0eC.'e, tpr'wv-JtfaytintlG'Nesr%
..corer Y mover sta0 ies0- - 1 UI
L 60%W RMMpYW Cuntak6 svlees SWC [c m YiN6L,tl ,2h f0e Me1TfMs erM OtW1lNrss RQ
Sundards IW rrsaspprkNof Nuw"es. sett w fp6.
t
Ale -w -
le sYirt �• move tpea a. mej_f dorm, N ►st+ir to tml.
d. tm-rgtprem; gee- sl.. t� i. ie/xae r'.tner nw-eemgfeet eeeec
L SwrKaf .shill 1vX dakk em.•t than P.10.7Pom a trVs'Wfne,
r7. pMowt "'Ahve•;OW M ARAB ! 00 wirer ve", r frets the s "f Otte w p00 N p -e*.
13. --k rMrWnps W/,- W MstWet btr re. /tech
FDOT INDEX: #304
ON RAMPS THAT ARE PERPENDUCULAR
WITH THE CURB LINE, THE DOME
PATTERN SHALL BE IN-LINE WITH THE
DIRECTION OF TRAVEL. ON THE RAMPS
INTERSECTING CURBS ON A RADIUS,
1.6" MIN. THE DOME PATTERN SHALL BE IN-LINE
< 2" 2.4" MIN. WITH THE DIRECTION OF TRAVEL TO
EDGE OF DETECTABLE THE EXTENT PRACTICAL.
WARNING
I0.9" MIN. 0.2" f 0.02'
1.4" MIN. INTEGRAL
TRUNCATED I DOME
DOME
z
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM
_-_.-0 O O O OF 50% AND A MAXIMUM OF 65% OF THE BASE
DIAMETER.
TRUNCATED DOME
O O O O
BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES
PLAN VIEW
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABE WARNING SURFACES THAT EXTEND THE
FULL WIDTH OF THE RAMP AND INTHE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE
BACK OF CURB
3 CURB RAMP DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
LIGHT FIXTURES TO
MATCH EXISTING CITY
RIVER FRONT LIGHTS
GENERAL NOTES
r,
p'. 910-1k tail .We PW k t+wfrr W IF IWeel- tNW W4 p•Wltli s --N W,OOsrfM 0
"all. sJfsw~ pith to 0~11ae0sa1oelwl W 1KtrRles e"W" Nt typhi f1 _y pM'te
'
KtesLIM pedpsrrHn rgtet pn.MJica•R !r•tp. GYrKtl firNtks rt.N'slft+:illf MI l/,ps• frlrhpR
'
Wdf•IIlp Ye !0 hMe Ml.f!!ipf septfriKN rW il!lMenmQlpn! eM NrMerp eRh CWRd rRurn•.
w`
M iuefinetl- etnprf s Y tsceee tp Ms Nm Rb OressrtDed It fNdpr Ila
4' ^� \
l
615 Rie!fp xenArNttad N YKcm eRNal[ •runt f •m" M1Y:e lent(06OM)trvRr:t N the cep' If
0 . W0 9 oe el ,
'
tech temp, pee. tM'0lNOS fOR.:NRI pNM/S pdfH00f SiOEpfLKt,
CHKD:
is pMe Mterim WAIee peff etr.itn ftd#064 eAare tWltliig Mitsbld tt 414ve, 0.000t W
DATE:
tttgmnptaUen W a 1 fAM d l:lt: p famp Vo"OetM. 1.1"" 3t70 p 0-hW W e'Nfe It
'.
3` pY W ft WWI W. to the'agw Atrf. rW - fMet [iYtpl tt rWls'te,' the'0I.m
DATE:
naxiaN" tro .f .eF pMll & WaYl00. Nemo 'top" - ea .1"Od to N+ref, Y, I. {ev*
t. A aIft"M tWi:rpwt +n"wetted nM1rY pedfan/a.e-t relk '", Me tel,p, rhes provide
'
jfr:efrfpN Beyer to tNf rvey; pMsrrise a sidwa4 evil. evf h uewiired.
e. M' e(texHlip; taMft, and gpolh0'4RM1 • stets. f#* 0 "11he'v' h M tN red. are 006'mic'aMia.
RA top'IW# INefeM this;lpffs he 1.42 are r:'l7 -1i.- iamfnfs I*N pare fwp<a kff then !6
01 IF 096 M /RY.:plresli'vn:
eth etNrf IM tlkutpe fd tNe.
T: X WeMNti efl,ht tot N#' IeV M.M tents 00 k Op WW WO)Kfpen
6"x4-1/2" OR 6"x12"
ter, n .avy „pf•
/; pees • srtwsie an6 nmr irmnarvcnl. NOlrn. ecrrYnp urns, sari srA purer mtiw .meter, tae
�r=l� p�u�r.•etlp.et,�,•eM„Ye ntK�. ,I -»;pew»
SIDEWALK CURB
-I -N"
rM MMr tMt,ia tMMNep ee[tlu rp w6 pr etire N µeke. D cess that 9 pro. [aretlne /0"
Met/ ie •e,. Ik the •ereR 1 ft Per Me r•asftlpn lope it IF the ,t k to ee eexrtN+g
ntflee d fm-eelR (r Ius [hie 9 ka• Per CDfKRftE SIDEie.WC NIWm M k lnee+3lp.
); P"M arvt 1-0 JpMWewrficetlaNs s e fw eA<riKe 010- (flans. perm( .Iter;
N0.40.*,ift Hwr cM sad CAJ Mere MtaitfepaHY amrtktl:.
I: LtaifaAt ti',Aftpe`eNiN •trent Me ruvl r`ItN tf UrftM Ois te. O•Wh. of Mts2faNe tarMnps
4-1/2"
MWI k dmr,eruf<e6 w ittprdescOrtNN Spwi/,tdipM1 Seitkn Spf. Iw the. kfxt •r a.ksreMa ieeeuNf,.
mer k tk M(GL W OEf[1TRp.E WMNlN6Sdn 7s..baateblf rWniite..pha,! nM eR
feM1b;! veoee,ENI
wwldee .flepet
0 trhee.de ixr hf W "rq M Watsp a ,te1i ReeF,v U+. S%, toles efMlr le W�y,w YMN rN
rmkrl! o< h rN%'.: WFemft desws ire net rpuw,I k N W+f»fd.
t0 tMect ere amt rNiN M t tree ep ftU v b r
SIDEWALK CURB RAMP
CD -1 SCALE: N.T.S.
ttititK4i(t
PICTORIAL VIEW CR -G SHOWN PICTORIAL VIEW CR -G SHOWN
(OPTION A) (CR -F AND CR -H SIMILAR) (OPTION B) (CR -F AND CR -H .SIMILAR)'
2 CURB RAMP WITH DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
A lnlerse[fF I rsep'r,
N�.sf; CrpsaNgs. p.eater tlpn e! egYN'k / M MOM..
r. Rdlroed Efprri»ff,
rd.. 0eC.'e, tpr'wv-JtfaytintlG'Nesr%
..corer Y mover sta0 ies0- - 1 UI
L 60%W RMMpYW Cuntak6 svlees SWC [c m YiN6L,tl ,2h f0e Me1TfMs erM OtW1lNrss RQ
Sundards IW rrsaspprkNof Nuw"es. sett w fp6.
t
Ale -w -
le sYirt �• move tpea a. mej_f dorm, N ►st+ir to tml.
d. tm-rgtprem; gee- sl.. t� i. ie/xae r'.tner nw-eemgfeet eeeec
L SwrKaf .shill 1vX dakk em.•t than P.10.7Pom a trVs'Wfne,
r7. pMowt "'Ahve•;OW M ARAB ! 00 wirer ve", r frets the s "f Otte w p00 N p -e*.
13. --k rMrWnps W/,- W MstWet btr re. /tech
FDOT INDEX: #304
ON RAMPS THAT ARE PERPENDUCULAR
WITH THE CURB LINE, THE DOME
PATTERN SHALL BE IN-LINE WITH THE
DIRECTION OF TRAVEL. ON THE RAMPS
INTERSECTING CURBS ON A RADIUS,
1.6" MIN. THE DOME PATTERN SHALL BE IN-LINE
< 2" 2.4" MIN. WITH THE DIRECTION OF TRAVEL TO
EDGE OF DETECTABLE THE EXTENT PRACTICAL.
WARNING
I0.9" MIN. 0.2" f 0.02'
1.4" MIN. INTEGRAL
TRUNCATED I DOME
DOME
z
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM
_-_.-0 O O O OF 50% AND A MAXIMUM OF 65% OF THE BASE
DIAMETER.
TRUNCATED DOME
O O O O
BASE -TO -BASE SPACING SHALL BE 0.65" MINIMUM BETWEEN DOMES
PLAN VIEW
ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABE WARNING SURFACES THAT EXTEND THE
FULL WIDTH OF THE RAMP AND INTHE DIRECTION OF TRAVEL 24 INCHES (610 MM) FROM THE
BACK OF CURB
3 CURB RAMP DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DOCUMENTS, THE CONTRACTOR SHALL CONTACT THE CITY OF SEBASTIAN FOR
CLARIFICATIONS PRIOR TO CONSTRUCTION. THE CITY OF SEBASTIAN HEREINAFTER
REFERRED TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
THE OWNER FOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
ON EXTENSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
DRAWING, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
BE AT THE REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
HARMLESS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL
811
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
LIGHT FIXTURES TO
MATCH EXISTING CITY
RIVER FRONT LIGHTS
14'
CITY TO FINISH
r,
LIGHT POLE
14'
4 PEDESTRIAN LIGHT DETAIL
CD -1 SCALE: N.T.S.
Beveled Or Round Corners
En �' \7 ` y
----------- ------------ -
�-r->
-"--- -- -. --------
_-�_ .� __--_..,-r --
Concrete Slab, 3" Or 5Y2"
x6-WThick, � Reinforced With WWF 6x6-WI.4xWl.4 - o
61 Sod TOP !EIVV-SING!..µ PIPS.
S/Ope V !..
Genera/ Noes s See
Loc. Ref.
r
3" Or 5 Y2" [a Nos ' 42 A/ C
Deepen Around Outside
Edge Of Pipe For 5 Y2"Slab r �Y ..�; , 14 S
_.. _ -tee ..,, � 1.2
:.. lila/ .: o o _...
Concrete'
Pipe Connector--,, �' �.,.,..� „ es
Saddle,:. <�* -__ Side Ditch Grader
IZ717 -z
Zll� 171,771
2' Not < Than D . I'' co(
No Pipa Joint Permitted #4�_-_
Unless Approved By The Engineer. 1E1. 6 5' Sod
Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered End Section)
�, �, *Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller.
- C I1�`4 2:1 For Pipes 24" And Larger.
2:1 Miter: To I Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Larger.
5 MTERED END SECTION
CD -1 SCALE: N.T.S.
REVISIONS
DESCRIPTION
DRAWING INFORMATION
FILENAME: Brush Foot Dr. and Fleming ST.
EXISTING GROUND
r,
SURVEYED BY:
2" SCHEDULE 40 PVC CONDUIT
DSGN:
BETWEEN POLES
w`
02/02/2016
4' ^� \
FOUR 3/" X 20" X 3" ELL GS ANCHOR
1
BOLTS, NUTS AND WASHERS
CHKD:
FTW
DATE:
03/31/2016
QA/QC:
CONDUIT AND WIRE TO CONNECT TO
DATE:
THE NEXT LIGHT POLE
COPPERWELD GROUND ROD Y" X 8'- 0" CONNECT
TO GROUND LUG IN POLE WITH #6 COPPER WIRE
INSTALL WIRING PER EXISTING GAUGE WIRE
BETWEEN LIGHT POLES
4 PEDESTRIAN LIGHT DETAIL
CD -1 SCALE: N.T.S.
Beveled Or Round Corners
En �' \7 ` y
----------- ------------ -
�-r->
-"--- -- -. --------
_-�_ .� __--_..,-r --
Concrete Slab, 3" Or 5Y2"
x6-WThick, � Reinforced With WWF 6x6-WI.4xWl.4 - o
61 Sod TOP !EIVV-SING!..µ PIPS.
S/Ope V !..
Genera/ Noes s See
Loc. Ref.
r
3" Or 5 Y2" [a Nos ' 42 A/ C
Deepen Around Outside
Edge Of Pipe For 5 Y2"Slab r �Y ..�; , 14 S
_.. _ -tee ..,, � 1.2
:.. lila/ .: o o _...
Concrete'
Pipe Connector--,, �' �.,.,..� „ es
Saddle,:. <�* -__ Side Ditch Grader
IZ717 -z
Zll� 171,771
2' Not < Than D . I'' co(
No Pipa Joint Permitted #4�_-_
Unless Approved By The Engineer. 1E1. 6 5' Sod
Paid For As Pipe Culvert F (Pipe To Be Included Under Unit Price For Mitered End Section)
�, �, *Slope: 4:1 Miter: To I Pipe For Pipes 18" And Smaller.
- C I1�`4 2:1 For Pipes 24" And Larger.
2:1 Miter: To I Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Larger.
5 MTERED END SECTION
CD -1 SCALE: N.T.S.
REVISIONS
DESCRIPTION
DRAWING INFORMATION
FILENAME: Brush Foot Dr. and Fleming ST.
SCALE:
SURVEYED BY:
DSGN:
FTW
DATE:
02/02/2016
DRWN:
MDS
DATE:
03/31/2016
CHKD:
FTW
DATE:
03/31/2016
QA/QC:
FTW
DATE:
03/31/2016
1" THICK TYPE SP 9.5 ASPHALT
I
6 TYPE STRUCTURAL SECTION
CD -1 SCALE: N.T.S.
6" COMPACTED BASE MATERIAL
COMPACT EXISTING SUB -BASE
@ 98% OF MAX DRY DENSITY,
ASSHTO T-180
NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS
L Sidewalks shall be constructed in accordance with Specification Section 522.
2.. Detectable Warnings shall conform to the requirements described in Index No. 304.
Detectable Warnings are not required for sidewalks that run continuous through driveways.
3. For TURNOUTS see Index No. 515.
4. Construct sidewalks with a P-0' thick Edge Ream through the limits of any surface mounted
Pedestrian/Bicycle Picket Railing or Pipe Guiderail shown in the plans (see SIDEWALK WITH
EDGEBEAM FOR SURFACE MOUNTED RAILINGS detail).
5. When driveways are newly constructed, reconstructed, or altered, cross slopes for discontinuous
sidewalks shall not exceed 0.02.
7 CONCRETE SIDEWALK
CD -1
_ 5'-5" C -I -P
5'-1" Precast
00 (0
aCU8„ 4'-1 tt 8" C -I -P
a 6" _ _ 4'� 1" 6" Precast
'r- 'r-
co co
2' 2r
4 - �- I -► - 4
001(-0
C -1-P Center Of Box
Precast PLAN Location Reference
53/" C -I -P I 5'-5" C -I -P _ 53/" C -I -P
33/" Precast 5' -14'1 -Precast _ 33/4" Precast
- NI
m.
L r Grate, o -_a--
X
Eye Bolt
CU
CI. Y
Horz. Wall Reinf-� See Index 201
o f (See Table 2) #4 Bars
NIU @ 12" Ctrs.
00 ( T
C -1-P #4 Bars
Precast SECTION @ 11" Ctrs.
HORIZONTAL WALL REINFORCING
SCHEDULES (TABLE 2)
WALL SCHEDULE AREA MAX SPACING
DEPTH (in. /ft.) BARS WWF
0'-6' Al2 0.20 12" 811
6'-10' A6 0.20 6" 5"
10'-13' A4 0.20 4" 3"
10'-15' B5.5 0.24 5Y211 5"
Recommended Maximum Pipe Size:
3'-1" Wall - 24" Pipe
4'-1" Wall - 36" Pipe
$ TYPE 'D' CATCH BASIN
FDOT INDEX#:272 CD -1 SCALE: N.T.S.
FDOT INDEX#:310
4'-5"
N
Q)
(n
CU `
0- (D 1
co (A m = c
LO � r mmH+444+4 Re
,
TYPE D
Straight Bars 2" x %4"
Reticuline Bars 1%4" x 3/6"
Bands 2.. X /4„
Approx. Weight 190 Lbs.
FDOT INDEX#:232
0\111111///// ZN IF ��
�;•�,1CHly��i�
No. �R7ac ''�
WORKING NUMBER:
�o STATS of c>±
40
'4,�' COS - A1630
(1 SHEET NUMBER:
CD -1
FRANK. TANABE, P.E./J�/''TI /7<�
FL. REG. NO. 66735