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BOB MCPARTLAN
MAYOR
JEROME ADAMS
VICE MAYOR
ANDREA B. COY
COUNCIL MEMBER
JIM HILL
COUNCIL MEMBER
RICHARD. H. GILLMOR
COUNCIL MEMBER
JOE GRIFFIN
CITY MANAGER
VICINITY MAP
48 HOURS BEFORE DIGGII
CALL 811
SUNSHINE STATE ONE CALL
OF nORIDA INC.
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PROJECT
AREA
PROJECT VICINITY MAP
01 COVER SHEET
02 GENERAL NOTES
03A EXISTING TOPOGRAPHIC SURVEY
03 PARKING LOT LAYOUT
04 SWPPP - EROSION CONTROL PLAN
CD -1 CONSTRUCTION DETAILS
CD -2 CONSTRUCTION DETAILS
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0'%., FL
FRANK T. WATANABE, P.E. FLORIDA DATE
REG. No. 66735
ISSUED: MARCH 2016
Project Number: COS - A1532
PERMIT Number: 142058-2
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE CITY OF
SEBASTIAN ENGINEERING AND PUBLIC WORKS AND THE FDOT STANDARD
SPECIFICATIONS FOR ROADS AND BRIDGES, LATEST EDITION.
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 TOLL FREE
1-8004324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
MAINTENANCE OF TRAFFIC
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 STRAW, 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 AT&T, AT&T
DISTRIBUTION, BELLSOUTH, COMCAST CABLE TV, F.P.L., LEVEL 3 COMMUNICATIONS LLC, MCI,
QWEST COMMUNICATIONS, SPRINT/NEXTEL, & I.R.C. UTILITY DEPARTMENT 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 MATCH GRADE
UPHILL SIDE OF TRENCHES. ELEV.
(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 NEW
PROPERTY. DS
(d) RESTABLIIZATION SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THESE REGULATIONS.
4' PE
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AVA --A
EX. *OILCONCRETE
\ CONCRETE
SIDEWALK CURB RIBBON
TYPICAL SECTION D -D
GRASS SWALE
ELEV = 5.6'
24' (MIN.)
I
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HA
1'
2.6'
10.4' 10.4' ELEV = 3.00'
VARIES
TYPICAL SECTION A -A
GRASS SWALE
REVISIONS
DESCRIPTION
DRAWING INFORMATION
FILENAME: CAVCORP
SCALE:
SURVEYED BY:
DSGN: FTW DATE: 03/02/2015
DRWN: MDS DATE: 03/31/2016
CHKD: FTW DATE: 03/31/2016
QA/QC: FTW DATE: 03/31/2016
a
1'
24' (MIN.)
2.6'
ELEV = 5.6'
10.4' 10.4' ELEV = 3.00'
�s �s t•
VARIES
TYPICAL SECTION B -B
GRASS SWALE
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.
VARIES
s �
2' MIN.
COVER 1' MIN.
COVER
ADS PIPE
MES
ELEV. 3.0'
TYPICAL SECTION
DRAINAGE PIPE
f: i
1'
28.2'
NEW
GRASS
SWALE
TOB
BEV = 3.70'
2.8' 26' 2.8' ELEV = 3.0'
GENERAL NOTES
CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
TYPICAL SECTION C -C
GRASS SWA`h,{{I,,,,,����
F'
F NK T.
FL. REG. NO. 6673535
TOB EL. = 3.70'
TOS EL. = 3.00'
WORKING NUMBER:
COS - A1532
SHEET NUMBER:
02
407
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8
NOTICE TO DRAWING HOLDER
DO NOT SCALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESEF
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 TOTHE 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.
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FRANK T. WATANABE, P.Eyllbll /
FL. REG. NO. 66735 / r>
WORKING NUMBER:
COS - Al 532
SHEET NUMBER:
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STA: 4+03,31.69' R
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9 it WITH
STA: 3+64,12_04 R c, '� r�"t �2Q, 73 'b F.F. ELEV. = 5.70 TSTA: 3+87. 5.39 R 1 MONUMENT
F.F. ELEV. 6 �• CONTROL'C' NEW SIDEWALK CONCRETE
+� STA: 3+67, 109.94' L STA: 3+67, 146.02' L . PROPOSED SITE BENCHMARK . 0 3,75,
9 0 "MES glbt� CONTROL'C' SET NAIL & DISK SURVEY DISK, ELEVATION -
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• +69,11.70' R / F.F. ELEV. X39 3• 1 2$ DATUM. (NAVD88)
STA. 3 INV. 3.00 F.F.ELEV. = 6.00 .
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- '`� ' A1532
- - ` cc,: No. 86735 = COS _
- i �II *0 '�'-
- _ _ _ - - I AI N AG E STATE OF
- _ AND D R � ' . 9 '` SHEET NUMBER:
I
! BY
, NOTICE TO DRAWING HOLDER
DISCREPANCIES OCCUR WITHT,ANHFOR 48 HOURS BEFORE N0. DAT
DO NOT SCALE THESE DRAWINGS. IF ANY THE CITY E SEBASTIAN HEREINAFTER 77�
F SEB
DOCUMENTS, THE CONTR CONSTRUCTIONCTOR SHALL ONTACI THE C FURNITY ISHED THIS DRAWING TO 3Z.L�
CLARIFICATIONS PRIOR TO j..800.432-4770
REFERRED TO AS THE ENGINEER HAS PREPAONLY.
OTHER PROJECT. ANY REUSE OF THIS SUNSHINE STATE ONE CALL
THE OWNER FOR USE ON THIS PROJECON AN •THIS DRAWING SHOO NG NEERESHALDL
ON EXTENSIONS OF THIS PROJECT O OF FLORIDA, INC.
S SOLE RISK AND THE REUSE,AGESLOSSES AND EXPENSES,
ER
DRAWING, WITHOUT RWRITTEN VERIFICATION OR AAAPTI SHALL INI
TH)EMNIFY AND
BE AT THE REUS
HARMLESS THE ENGINEER FROM ALL CLAIMS, D
INCLUDING ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM..
INFORMATION
DRAWING
REVISIONS FILENAME: CAVCORP
DESCRIPTION SCALE:
SURVEYED BY:
DATE:
03/02/2015
DSGN: FTW
DATE:
03/31/2016
DRWN: MDS
DATE:
03/31/2096
CHKD: FTW
DATE:
03/39/2096
QAIQC: FTW
- I . jI C"S� of, GRADING
KING IMPROVEMENTS ,,�I ... 03
CAVCORP PAR ) WA
TA
SEBASTIAN ¢. K.T. WATANABE, P.E.�b .
a _ _ �.. CITY /
-�.;. FL. REG. N0.66735
HOME OF PELICAN D L^INu
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,
IMM IIIIIN(. ATTORNEY'S FFFS ARISING OUT OF OR RESULTING THEREFROM.
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
.�..,,........................_. ,,,.,..�,................I............... .._______.. d _.
4+00
I
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I
REMOVE EXISTING J
BOLLARDS
NO. DATE BY
REVISIONS
DESCRIPTION
r
DRAWING INFORMATION
FILENAME: CAVCORP
SCALE:
SURVEYED BY:
DSGN: FTW DATE: 03/02/2015
DRWN: MDS DATE: 03/31/2016
CHKD: FTW DATE: 03/31/2016
QA/QC: FTW DATE: 03/31/2016
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CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
i
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0 10 20
(IN FEET)
1 inch = 20 ft.
LEGEND
GRADE MOVE
D TIMBER
WOO
— SF — SF — SILT FENCE
® REMOVE EXISTING
BOLLARDS
WORKING NUMBER:
COS - Al 532
SHEET NUMBER:
FRANK T. WATANABE, P.E. / 04
FL. REG. NO. 66735 51X%/6
3"
PAVEMENT
H
12" rkr.1
I
1 YELLOW REFLECTIVE BOLLARD
CD -1 SCALE: N.T.S.
ASPHALT
PAVEMENT GRASS EDGE
(NPJ \`II
NOTES:
1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT 10' CENTERS (MAXIMIUM) AND AT ALL POINTS
OF TANGENT OF CURVES WHERE R<20'.
2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE.
3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES.
4 RIBBON CURB
CD -1 SCALE: N.T.S.
EXISTING CURB
TRUNCATED DOMES
PER FDOT INDEX 304
SEE SHEETS 3 & 4
FOR PLACEMENT
EXISTING SIDEWALK
I
5' SIDEWALK
�R1-1
24" THERMOPLASTIC
WHITE STOP BAR AT
MID CENTER
EXISTING SIDEWALK
s STOP BAR AND SIGN LOCATION DETAIL
CD -1 SCALE: N.T.S.
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.
FHRHOURS BEFORE DIGGING
L TOLL FREE
-432-4770
E STATE ONE CALL
FLORIDA, INC.
EXISTINGCURB
RADIUS
6" x 4-1/2" OR 6" x 12"
SIDEWALK CURB
1/2"
T-72
Q�!
6
2 SIDEWALK CURB RAMP
CD -1 SCALE: N.T.S.
6" 1 V-6"
O
CO
FDOT INDEX: #304
V,/Std.
/.; 6 Min.
8"
'NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE
GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT
THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN
ON PLANS.
TYPE 'F' CURB CONSTRUCTION
CD -1 SCALE: N.T.S.
REVISIONS
NO. DATE BY DESCRIPTION
iN
18'M
6" WHITE
STRIPES (PAINT).
3 60 DEGREE ANGLED PARKING SPACES
CD -1 SCALE: N.T.S.
6 CURB RAMP WITH DETECTABLE WARNING
FDOT INDEX: #300 CD -1 SCALE: N.T.S. FDOT MARKING INDEX: #17346
1" THICK TYPE SP 9.5 ASPHALT
— — — — —/
— — 8" CEMENT TREATED BASE
DENSITY, ASSHTO T-180
COMPACT EXISTING SUB -BASE
@ 98% OF MAX DRY DENSITY,
ASSHTO T-180
I
L-
10 TYPE STRUCTURAL SECTION
CD -1 SCALE: N.T.S.
DRAWING INFORMATION
FILENAME: CAVCORP
EXISTING GROUND
SCALE:
�
SURVEYED BY:
-:
2" SCHEDULE 40 PVC CONDUIT
DSGN: FTW
DATE:
03/02/2015
DRWN: MDS
DATE:
03/31/2016
CHKD: FTW
DATE:
03/31/2016
QA/QC: FTW
DATE:
03/31/2016
H 7'
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HIGH GRADE SHEETING
HIGH INTENSITY, SIGN R1-1
i 30 ` LREFLECTIVE MATERIAL
STOP I 30"
NATURAL GROUND
STOP SIGN DETAIL
CD -1 SCALE: N.T.S.
MUTCD 903.5.4 SECTION 2B.04
LIGHT FIXTURES TO
MATCH EXISTING CITY
RIVER FRONT LIGHTS
14'
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
0.9" MIN. 0.2" t 0.02'
1.4" MIN. INTEGRAL
O TRUNCATED DOME
/DOME I
z
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM
(° ----0 O O O
- OF 50°Jo 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
011 CURB RAMP DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
CONSTRUCTION DETAILS
CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
WA�'q��i�i�
tc- tNo. 66735
OF : tv
FWATANABE, P.
FL.L. REG. NO. 66735
WORKING NUMBER:
COS - A1532
SHEET NUMBER:
CD -1
EXISTING GROUND
r
�
-:
2" SCHEDULE 40 PVC CONDUIT
BETWEEN POLES
4' _ \
FOUR M" X 20" X 3" ELL GS ANCHOR
BOLTS, NUTS AND WASHERS
r -
CONDUIT AND WIRE TO CONNECT TO
THE NEXT LIGHT POLE
COPPERWELD GROUND RODy" X 8'- 0" CONNECT
TO GROUND LUG IN POLE WITH #6 COPPER WIRE
INSTALL WIRING PER EXISTING GAUGE WIRE
BETWEEN LIGHT POLES
$ PEDESTRIAN LIGHT DETAIL
CD -1 SCALE: N.T.S.
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
0.9" MIN. 0.2" t 0.02'
1.4" MIN. INTEGRAL
O TRUNCATED DOME
/DOME I
z
THE TOP WIDTH OF THE DOME SHALL BE A MINIMUM
(° ----0 O O O
- OF 50°Jo 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
011 CURB RAMP DETECTABLE WARNING
CD -1 SCALE: N.T.S. FDOT INDEX: #304
CONSTRUCTION DETAILS
CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
WA�'q��i�i�
tc- tNo. 66735
OF : tv
FWATANABE, P.
FL.L. REG. NO. 66735
WORKING NUMBER:
COS - A1532
SHEET NUMBER:
CD -1
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Precast SECTION @ 11" Ctrs.
TYPE ' D' CATCH BASIN
SCALE: N.T.S.
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 TOLL FREE
1-8004324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
HORIZONTAL WALL REINFORCING
SCHEDULES (TABLE 2)
WALL
AREA MAX SPACING
DEPTH
SCHEDULE
(In. /ft.) BARS
WWF
0'-6'
Al2 0.20 12"
8"
6'-10'
A6 0.20 6"
5"
10'-13'
A4 0.20 4"
3"
10'-15'
B5.5 0.24 5 %2"
5"
Recommended Maximum Pipe Size:
U')
CZ
3-1 Wall - 24 Pipe
f
m
4'-1" Wall - 36" Pipe
TYPE ' D' CATCH BASIN
SCALE: N.T.S.
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 TOLL FREE
1-8004324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DATE BY
REVISIONS
DESCRIPTION
4'-5"
TYPE D
Straight Bars 2" x %4"
Reticuline Bars 1%4" x 3/6"
Bands 2" x%4"
Approx. Weight 190 Lbs.
sit
FDOT INDEX#:232
DRAWING INFORMATION
FILENAME: CAVCORP
SCALE:
SURVEYED BY:
DSGN: FTW DATE: 03/02/2095
DRWN: MDS DATE: 03/39/2096
CHKD: FTW DATE: 03/39/2096
QA/QC: FTW DATE: 03/39/2096
c 1 I Beveled Or Round Corners
rl
\ J�
---------__=
— — — — — — — — — — — — — — — — /��_ ----— \\
ami
c
t Q
I � N
Concrete Slab, 3" Or 5 %" Thick, o
Reinforced With WWF 6x6-WI.4xWl.4 LO
5` Sod TOP VIEW -SINGLE PIPE
S/o �:.
Ge eaS See Loc. Ref.
fe
SNos 1& A
3" Or 5 %" 0 2 C
Deepen Around Outside
Edge Of Pipe For 5 Y2" Slab/—/C
`� •4 0
oO
o � Concrete �-�..._•
Pipe Connector-,, - S
e
Saddle'l"-��* �I`_ Side Ditch Grade Ja��
2' ! 1 Not < Than D
#4 Ba ►~
No Pipe Joint Permitted
�.�
Unless Approved By The Engineer I ( 6" 5' Sod
E
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.
SECTION ON 2:1 For Pipes 24" And Larger.
2:1 Miter: To Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Larger.
2 MTERED END SECTION
'(
CD 22 SCALE: N.T.S.
CONSTRUCTION DETAILS
CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
MOT INDEX#:272
��• `��``Gaa� ,�� Jai
ST E OF
FRANK . WA E, P.E��l,1
FL. REG. NO. 66735
WORKING NUMBER:
COS - A1532
SHEET NUMBER:
CD -2
CO U
�
�aCD
co U)
m
0
�-
U')
CZ
r
f
m
r
REVISIONS
DESCRIPTION
4'-5"
TYPE D
Straight Bars 2" x %4"
Reticuline Bars 1%4" x 3/6"
Bands 2" x%4"
Approx. Weight 190 Lbs.
sit
FDOT INDEX#:232
DRAWING INFORMATION
FILENAME: CAVCORP
SCALE:
SURVEYED BY:
DSGN: FTW DATE: 03/02/2095
DRWN: MDS DATE: 03/39/2096
CHKD: FTW DATE: 03/39/2096
QA/QC: FTW DATE: 03/39/2096
c 1 I Beveled Or Round Corners
rl
\ J�
---------__=
— — — — — — — — — — — — — — — — /��_ ----— \\
ami
c
t Q
I � N
Concrete Slab, 3" Or 5 %" Thick, o
Reinforced With WWF 6x6-WI.4xWl.4 LO
5` Sod TOP VIEW -SINGLE PIPE
S/o �:.
Ge eaS See Loc. Ref.
fe
SNos 1& A
3" Or 5 %" 0 2 C
Deepen Around Outside
Edge Of Pipe For 5 Y2" Slab/—/C
`� •4 0
oO
o � Concrete �-�..._•
Pipe Connector-,, - S
e
Saddle'l"-��* �I`_ Side Ditch Grade Ja��
2' ! 1 Not < Than D
#4 Ba ►~
No Pipe Joint Permitted
�.�
Unless Approved By The Engineer I ( 6" 5' Sod
E
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.
SECTION ON 2:1 For Pipes 24" And Larger.
2:1 Miter: To Pipe For Pipes 18" And Smaller.
1:1 For Pipes 24" And Larger.
2 MTERED END SECTION
'(
CD 22 SCALE: N.T.S.
CONSTRUCTION DETAILS
CAVCORP PARKING IMPROVEMENTS
CITY OF SEBASTIAN
MOT INDEX#:272
��• `��``Gaa� ,�� Jai
ST E OF
FRANK . WA E, P.E��l,1
FL. REG. NO. 66735
WORKING NUMBER:
COS - A1532
SHEET NUMBER:
CD -2