HomeMy WebLinkAbout2009 - June Revised - SJRWMD Bid PlansngilL
STIAN
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OCATION
C3jeo ge StrwR-.-.- t Ditc
INDIAN RIVER COUNTY, FLORIDA
LOCATION MAP
Engineering BY:
14L NE EL-SCHAFFER
SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100
Verp Beach, Florida 32960
Phone: (772) 770-47@7 FAX: (772) 770-4640 CA 00008556
SHEET INDE>t`
C-1 COVER SHEET
C-2 GENERAL NO`i-ES
C-3 EX3T'jN," CONDITIONS AND PROPOSED IMPROVEMENTS
�.7
CD -1 MISCELLANEOUS DETAILS
CD -2 MISCELLANEOUS DETAILS
RICHARD H. OILLMOR
MAYOR
JIM HILL
VICE MAYOR
COUNCIL MEMBER
[DALE 1. SIMCHICK
COUNCIL MEMBER
COUNCIL MEMBER
CITY MANAGER
CITY ENGINEER
REG. 11o. 66735
REVISED:
ISSUEID:
Project Number:
JUNE 2009
APRIL 2005'
'ILS -p- •11 i1 1
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH 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 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. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL
UTILITIES AND NOTIFY UTILITY OWNERS 72 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
ACCOPDANCE 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. 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. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR
THIS PROJECT AND SHALL COORDINATE ALL ACTIVITIES WITH CITY OF SEBASTIAN.
10. 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.
11. WHERI 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 THF" PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS.
12. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING
AND PFROPOSED 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.
13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED
FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY.
14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF
CITY OL SEBASTIAN.
15. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO
PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER PRIOR TO CONSTRUCTION.
TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED
DURING CONSTRUCTION.
16. COMPLETE RECORD DRAWINGS, CONFORMING TO 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.
17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED
ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE
RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS.
18. 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 OBSTRUCTION SHALL BE FURNISHED BY THE
CONTRACTOR THE OWNER IMMEDIATELY. INFORMATION ON THE AND SHALL INCLUDE:
LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE
OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER.
19. ELEVATION DATUM IS LOCAL DATUM.
20. 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.
21. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER
MAIN OR SANITARY FORCE MAIN SHUT -DOWN.
22. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.
23. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO
ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER
OPTICS.
24. 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.
25. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS
AROUND WORK AREAS, CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON
SIDEWALKS, TO RESTORE IMMEDIATELY AND ERECT TEMPORARY FENCING BETWEEN
CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC.
26. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA
REGISTERED LAND SURVEYOR AFTER CONSTRUCTION.
27. PIPES SHALL NOT BE DEFLECTED MORE THAN 75% OF THE MANUFACTURER'S
RECOMMENDATIONS.
---� NOTICE TO DRAWING HOLDER
7 S DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCALE TI'• 'CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, TH[_ MOR TO CONSTRUCTION, NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIONS : -rHE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TO A' ISE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER FOF' '.F THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
ON EXTENSIQNS ,'T WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
DRAWING, WITH*',GINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
BE AT THE REU',='IEY'S FEES ARISING OUT OF OR RESULTING THEREFROM,
I n o n e i C Q Q T14 F
48 HOURS BEFORE DIGGING
CALL TOLL FREE
mor 1-800-43.-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
MAINTENANCE OF TRAFFIC
1. 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 EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC
CONTROL PLAN DURING A CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY
RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE COST
OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE
OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 1-3.
4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY
SUPPORTS OR YIELDING POST AS SHOWN IN FIGURE 6-1 OF THE MUTCD. THE
CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMENT
AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT
STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED
EDITION.
5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO
TWO-WAY TRAFFIC.
6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES.
7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL
OF STORM WATER FROM THE ROADWAY DURING CONSTRUCTION.
8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET.
9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL
MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION
LATEST PUBLISHED EDITION.
10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
SCHEDULE.
EROSION CONTROL/WATER QUALITY NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL
PLAN AT THE TIME OF PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION
CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET F O RTH
IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMI NT
MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER
MANAGEMENT DISTRICT HAVING JURISDICTION.
2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE F'RIOR
TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, ATA MINIMUM, `I O 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.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY
EROSION CONTROL FEATURES.
4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT
SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN
ADDITION, 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 CONTKOL
BARRIER, SHALL BE ESTABLISHED AS SITE CLEARING PROCEEDS AND MAINTAINED UNTIL
SUCH TIME AS VEGETATION OR OTHER CONTROLS BECOME EFFECTIVE.
5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND
MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON
PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS
REQUIRED TO MEET THIS REQUIREMENT.
SPECIAL CONDITIONS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BELLSOUTH, CABLE TV, F.P.L.
& I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD
TO THEIR RESPECTIVE SERVICES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR, REINSTALLATION OR
RECONSTRUCTION OF PRIVATELY OWNED ITEMS (MAILBOXES, FENCE, ET. AL.) WITHIN
PROJECT LIMITS. CONTRACTOR SHALL TAKE DUE CARE AS TO NOT ADVERSELY IMPACT
PRIVATE CITIZENS & THEIR ABILITY TO USE SUCH ITEMS.
3. CONTRACTOR SHALL PREPARE & SUBMIT FOR REVIEW A PROJECT MAINTENANCE
OF TRAFFIC PLAN. THIS PLAN SHALL BE PREPARED TO INSURE RESIDENTS & BUSINESS
OWNERS WITHIN THE PROJECT LIMITS SHALL HAVE REASONABLE & CONTINUOUS
ACCESS TO THEIR PROPERTIES DURING THE CONSTRUCTION PHASE.
4. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SHOP DRAWINGS PRIOR TO START OF
CONSTRUCTION.
REVISIONS
NO. DATE DESCRIPTION
1. 06-11-0�- BY
MDS I RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE: 1"= 10'
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09_
DRWN:
MDS
DATE:
06-11-09
CHKD:
LGM
DATE:
06-15-09
QAIQC:
FTW
DATE:
06-15-09
1
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 -DISTURBING 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 SEDIMENT
BARRIERS 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. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF SOIL STOCKPILES ON SITE AS WELL AS
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5• A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON
DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED
UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE
REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL
INHIBIT EROSION.
6• STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES
SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
7. 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 ACCOMMODATE THE ANTICIPATED
SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY_ THE
OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBLD AREA TO BE
SERVED BY THE BASIN.
8• AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCI URES WILL
BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL BE
CORRECTED BY THE CONTRACTOR IMMEDIATELY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE
OR OTHER PROTECTION SHALL BE PROVIDED.
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN
SYSTEM, DITCH OR CHANNEL. ALL STORM WATER 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.
12. 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) RESTABUIZATION SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THESE REGULATIONS.
13. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE.
WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE
WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION
SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER
LAND -DISTURBING ACTIVITIES.
14. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR
AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE
OPINION OF THE PROJECT ENGINEER. DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
15. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES
SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.
16. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN
INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
17. PERIODIC INSPECTION AND MAINTENANCE OF SEDIMENT CONTROL STRUCTURES MUST
BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE OWNER AND
CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR SEDIMENT LEAVING THE
PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE
END OF EACH WORKING DAY.
E
NEEL-SCHAFFER
_ SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
GENERAL NOTES
CONSTRUCTION IN STREETS, ROAD RIGHTS -OF -W
& PARKING AREAS I
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 RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS,
MULCH OR SOLID SOD, AS STATED ON THE PLANS.
4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING
JURISDICTION.
5. THE CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE STATE, COUNTY
AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC
STREETS OR HIGHWAYS.
6. TRAFFIC CONTROL ON COUNTY AND STATE HIGHWAY RIGHTS-OF-WAY SHALL MEET THE
REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA)
AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION.
7. 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.
8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING
CONSTRUCTION.
9. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
BEFORE COMMENCING WORK.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
11. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE
OF CONSTRUCTION OPERATIONS.
12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF
THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY.
13. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS-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 AS DIRECTED BY OWNER
OR OWNER'S ENGINEER.
GEORGE STREET DITCH
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
FRANK T. WATANABE, P.E.
FL. REG. NO. 66735-_.__
WORKING NUMBER:
X1.07600.001
SHEET NUMBER:
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D! � wasH ouT O�, \�' �' to � � f„' ',,'
1 1.5' DEEP p,' r
0 18" CMP / .
g' Toe r a
tics. ,�H\ x
V.=15.86 / x
IN � MAIVHOLE
STA 0+69.7 \ Z as r / . ILL, COMPACT AND GRADE WITH' /
INV 15.31 \ s L / a / \0 \ r „ i \ % X\ ' ITCH' RE %L
X o. o / '. � � \ � ,� � ` : r � /' � . SOD ON TOP OF A \ /
1 x \ STA 1+25.47 / ,2 .0 0
8 9. 5 om.
0
\ I INV. 15:f10 L: .... f
'
\25�00'�, -
s
�g9 PK NAIL FD. FDO J OR B -OX- _. ._. __. _... \� �� oHE xN0
\ \ 1 _ y
"TT- top of bank
t0 Of \ x g x�0 REMOVE ND DISCARD / 6' DRAINAGE/UTILITY EASEMENT p
p \ EXISTING HEADWALL 0' A orE
N N =
_ STA 1 +29.2 (8.10' RTL_ -- s
4-
__Lw-CO"N�pCT 18" CMP d e Ti C0 off =
DEMO EXISTING \- x� INV \14.41 CONCRETE POOL rn 0
ASPHALT \/J B. / / x� ° ° d ° EQUIPMENT PAD Lp x� B.S.B. 61'
j� 24 O
ELEV.=20.22 Me
23.
4„ °d CPNAETEa /C & gPUMP PAD
I ° 4.
°O d
25
Q
com
_
w
z.
co
a q' °
w p
oz
NOTE: HOUSE AND DECK
d COVERED
0
0 0
+
CO
DETAILS ON THIS LOT
4 a a CONCRETE
ARE BASED ON A SURVEYd
PORCH
°
3
PERFORMED & PROVIDED d
d-
BY SMITH SURVEYING &
O
MAPPING, INC.
O
JOB #03-0856
12" ADS
O
T
LO 8
INV. -18.55
Z
d
°
°
C.B.S. SINGLE °.
BLOCK 180
(VACANT)
\g�B j
FAMILY
RESIDENCE
a.
POOL
pd d ad
(APPROXIMATE)
+50
°
4.O
° I O
d d
O d d
nj
I"D
QCj
0t
d d" d ° .
a ° a d
Vi .
d
d'° ° d °
F.F.--23.5
° . °.p I �.
�d
16 ' CONCRETE d
i)1
DRIVE
V
°
4
O
O
II^^
uM 11
d d (o.
.. °O ° °
o
W
STA 0+70.01
g#
I
29.59'
a" CMP REMOVE
INV -18 2 EXISTING
AND REPLACE
HEADWALL
I
°
g
�rl.
. d d qd W
V CONCRETE PADS
X \ (APPROXIMATE LOCATION) B.S.B.
RIP -RAP " "RCP
REMOV 58 L.F. 43x70 \
�0• \ STA 1+30.02 (,6.48'1_T) cn �
/ I AND RE LACE WITH \ CONNECT 18' CMP o STOCKADE FENCE
/ f / 56 L.F. 0 (2) 43" x 68" ERC \ INV. 15.11 _ ---
/ \ � \ � oyy ti\'I
\ HEDGES 6' DRAINAGE/UTILITY EASEMENT
TSTA 1+00 CENTEk LINE GEORGE ST. n/� \
0)' / x\' \g. �D. = STA 1+00 COt TRQL IN top of bank STOCKADE FNCE �
ti top of bank / SA &e`!'rPAVEMENT ANP
X \ �.
\ TRA ' SITION TO EXISTING HEDGES
`:J \
/�8' SS
\ ( ,!
1 0
W H OUT \ �,.: \/" TH....
/ %' ` .• .,'' x r, A T AND GRADE W! wa
x R, FILL, COMP C /` �'
0 INV: 13.55 r
ts' EEP
' �! � . ARI
8" CMP / P RAP 6! 0 i
R \ /,
V.
15.0011+31.30x
IN h ,•R
� , rivv/ SOD ON.TOP O �' <, k h°� / ,a
'\ 3
ST , �.
NV. 15.31 1� 1+25.47 �' •'` h.
5 HEADWALL 1 Qir. / f �' \ ^� - - -
-toe o� Q1 \ j g ` f, - e ,'`_
t 52'S 77 ",GMP /� y
1 k `� Og�o�� �.• N L�ONTROLLINEx� y
X 43"x70" R.C.P. h \ -
+ L� NV.=15.31 X x _�_, F' / / x, /.• \1 r• 1. / -�
14
0 50
\x'18" CM / /.� .
X'
j �: \:\ \' �. /'
toe INV.= 4.4 \fir '\ / "•, \, f /
2.5.
X2.5'
r \ �c
\ / r'
- � X
D! � wasH ouT O�, \�' �' to � � f„' ',,'
1 1.5' DEEP p,' r
0 18" CMP / .
g' Toe r a
tics. ,�H\ x
V.=15.86 / x
IN � MAIVHOLE
STA 0+69.7 \ Z as r / . ILL, COMPACT AND GRADE WITH' /
INV 15.31 \ s L / a / \0 \ r „ i \ % X\ ' ITCH' RE %L
X o. o / '. � � \ � ,� � ` : r � /' � . SOD ON TOP OF A \ /
1 x \ STA 1+25.47 / ,2 .0 0
8 9. 5 om.
0
\ I INV. 15:f10 L: .... f
'
\25�00'�, -
s
�g9 PK NAIL FD. FDO J OR B -OX- _. ._. __. _... \� �� oHE xN0
\ \ 1 _ y
"TT- top of bank
t0 Of \ x g x�0 REMOVE ND DISCARD / 6' DRAINAGE/UTILITY EASEMENT p
p \ EXISTING HEADWALL 0' A orE
N N =
_ STA 1 +29.2 (8.10' RTL_ -- s
4-
__Lw-CO"N�pCT 18" CMP d e Ti C0 off =
DEMO EXISTING \- x� INV \14.41 CONCRETE POOL rn 0
ASPHALT \/J B. / / x� ° ° d ° EQUIPMENT PAD Lp x� B.S.B. 61'
j� 24 O
ELEV.=20.22 Me
23.
4„ °d CPNAETEa /C & gPUMP PAD
I ° 4.
°O d
25
EXISTING GROUND
20
15
10
----� NOTICE TO DRAWING HOLDER
CALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT INIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUM:
7 TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFP._
THE O,ER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED
Vi VISIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OV }WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXT ., REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
MVV wS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
G ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
* Ai
EXISTING 43"X70" RCP
TO BE REMOVED
FDOT TYPE
JUNCTION BOX
1+00
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800434110
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
mm
Q
com
_
w
z.
co
w p
oz
w O
of
0
0 0
+
CO
EXISTING ROAD
EXISTING GROUND
20
15
10
----� NOTICE TO DRAWING HOLDER
CALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JTS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT INIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUM:
7 TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFP._
THE O,ER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED
Vi VISIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OV }WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXT ., REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
MVV wS THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
G ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
* Ai
EXISTING 43"X70" RCP
TO BE REMOVED
FDOT TYPE
JUNCTION BOX
1+00
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800434110
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
mm
com
_
aZ
z
ccoo0
H
CO
NO.
[El
DATE BY
06-11-09 MDS
W
0
z
W
T
OUT
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
1.0
HEADWALL
6 PIPE DITCH AND
FILL IN AREA
REMOVE AND REPLACE
EXISTING SEAWALL
XSTA:
2+51.30 (5.21' LT)
O
o° I--)
60" CMP
3.1 4
Ln STA: 2+51.30
INV. 13.14
O REMOVE AND DISCARD
6 35 L.F. 60" CMP
bk. U#2EMOVE AND REPLACE
EXISTING SEAWALL
STA: 2+51.30 (5.21' RT)
INSTALL 120 L.F.
52"x77" CMP
-- 1' WITNESS
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
1.0'
cam -HEADWALL
EXISTING CANAL
5211 x 77" CMP
0.34%
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE: 1 10'
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17--09
DRWN: MDS DATE: 06-11-09
CHKD: LGM DATE: 06-15-09
QAIQC_ F7W DATE: 06-15-09
2+00
Report of Survey: (Ditch)
* TYPE OF SURVEY: TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905
1717 INDIAN RIVER BLVD. SUITE 101
VERO BEACH, FLORIDA
32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.L.S. #4490
* THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT
IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF
THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
* THE LAST DATE OF FIELD WORK WAS: 9/30/08
* THE BEARING BASE FOR THIS SURVEY IS: NOO'04'45"W, ASSUMED ALONG
THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON.
(NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".)
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS,
EXCEPT AS SHOWN.
_ * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF---WAY-S,OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
* THE PARCEL OF LAND SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X'
PER FLOOD INSURANCE RATE MAP #12061CO078 E, DATED MAY 4th., 1989
* THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED
BENCH CIRCUIT TO A F.I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL
0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE
OVER COLLIER WATERWAY, ELEV.= 25.07)
ON-SITE BENCHMARK AS SHOWN.
Legend & Abbreviations: (symbols not scaleable for size)
PLS - PROFESSIONAL LAND SURVEYOR `0- - WOOD UTILITY POLE
PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE
LB - LAND SURVEYING BUSINESS - CABLE T.V. BOX
a - CENTERLINE ® - ELECTRIC BOX
ESP - EDGE OF PAVEMENT ® - WELL
B. M. - BENCHMARK ® - WATER METER
O - IRON ROD & CAP LB 6905 ED. ® - SEPTIC TANK
FD - FOUND - MITERED END SECTION (MES)
(P) - PLAT VALUE - DRAINAGE
(M) - MEASURED VALUE MB - MAIL BOX
F. F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC
CABBAGE PALM - OAK CITRUS
LEGEND
SURFACE WATER IMPACT (Area = 0.08 Ac)
REMOVE EXISTING CABBAGE PALM
o-- V - PROPOSED SILT FENCE
EXISTING PAVEMENT TO BE REMOVED AND REPLACED
BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE -
EXISTING ROAD ELEVATION).
NOTES:
- EXISTING CANAL
1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES,
PLAT OF SURVEY FOR: CITYOF
..____. .......... -A. SEBASTL"
A TOPOGRAPHIC SURVEY OF A PORTION , THE 30'
EXISTING 60" CMP EXISTING SEAWALL DRAINAGE R IG ABUTTING LOT, 42 S 43, ON T 176,
SEBASTIAN HIGHLANDS UNIT 8, AS SHOWN ON THE
PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13,
TO BE REMOVED OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA.
HOME OF PELICAN ISLAND
REVISIONS
PCERTT CATEOFAUTHORIZATION � 6905
D 17171NDL4NRIVER BLVD. -SURF 101
0 VEROBEACH, FL. 32960
PK 772) 794-1213 FAX • (772) 794-1096
North
GRAPHIC SCALE
0 5 10
( IN FEET)
1 inch = 10 ft.
TYPE: Topogrophic
PROJECT# Ditch
DA TE: 9/30/08
D R A WN B Y: S. A. H.
CHECKED BY:
SCALE: =10
THIS SURVEY IS NOT VALID
TYPE: lopograpnlc
PROJECT# Ditch
DATE: 9/30/08 - -- - F. R. PC
DRAWN BY: S.A.H. _,. _...
CHECKED BY: -.-
SCALE: 1"=10' SHEET: 1 of 1
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
E-MAIL: 166905Qabe11soat6.vet BY STUART A. HOUSTON, P.L.S.114490
N0. DATE DESCRIPTION
WORKING NUMBER:
�■•
NEEL-SCHAFFER EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS NS.07600.001
,
SOLUTIONS YOU CAN BUILD UPON � GEORGE STREET DITCH
SHEET NUMBER:
1201 19th Place, Suite A-100 Vero Beach,
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA - C-3
Florida 32960 PH: (772) 770-4707 FRANK T. 'ATAN BE, P.
FAX: (772) 770-4640 CA00008556 FI_. REG. No. 6735
UNIFORM CROSS SLOPE TO MATCH —
EXISTING AND UNIFORM GRADE PARALLEL
TO ROADWAY TO MATCH ELEVATIONS
AT LIMITS OF WORK
REMOVE EXISTING
PAVEMENT
SAWCUT EXISTING PAVEMENT 12"
TO FORM A SMOOTH AND
STRAIGHT JOINT MATCH NEW
PAVEMENT TO EXISTING _
O�C
/ F\ (10
REMOVE EXISTING BACKFILL MATERIAL
AND GRADE UNIFORMLY TO RECIEVE
12" MIN. THICK COQUINA BASE COMPACTED
TO 100% OF MAXIMUM DRY DENSITY AASHTO
T-180
EXISTING PAVEMENT I NEW PAVEMENT
(2), SAW CUT AND BUTT JOINT
7
7
SCALE: N.T.S.
Type A Or B Riser
Bars A Bars B
�^
2 Additional Bars A
SECTION C—C `
2_
0 5' 0. C.
#5 Hoop Bar
ALTERNATE B
SECTION B -B
Perpendicular Bars A
(See Section
#4 Hoo Bar
m
eA—A)
I �• o
(Horizontal Bars
cN
L _
2—# 7's Each W h ��
Reference Axle
Continuous Around
Placed On Top 0 a
o m
0.
Brs Bars A
Bars A And B At 45'
m 0
I�
•0
Parallel Bars B (See Section A—
o TOP SLAB REINFORCING STEEL DIAGRAM
d
u_ a
a`
Vertical Wall Reinforcing
The corner fillets shown are necessary for rectangular structures used with circular
rectangular and let
in leusof the tbottom slab oflthe AltBBariser nd nwhen
t°-
c o E c o
UJ c a
otherwise shown in the plans or other standard drawings. Alt. B structure
throats. Filets will besrequired
with the Alt. A box. Each fillet shall be reinforced with 2—#5 bars.
0
d
U cm
d
#4®12"B`PI
%
`om
O`N
Xm
(Horizontal Burs
Inlet throats, riser or manhole tops shall be secured to structures as shown on
o m N w o ars A 3'-6"
Or
Continuous Around
6" Corners For
0
cc o ��
v.2 4'-0"
Rectangular Rloersp
Ua
° C
Openin
At I
(See Note)
2—Extra # 4's
u>
a° M
Each Side And
shall be straight embedment.
c m 8» ars B
D0 o sd
Above Opening
o
o
U a
u .00e °
#4' 0 12" O.C.
m
v L
Each Way
a
a� °N
used In lieu of Class - and Class -- concrete in precast items manufactured
for ih
at comers. 14.
For manhole and junction box tops, for frames and covers, and, for simi�lementary
in plants which are under the Standard Operating Procedures �
c
inspection of precast drainage products.
12"
MATCH EXISTING PAVEMENT
THICKNESS OR CONSTRUCT 1-Y2"
MIN. COMPACTED THICKNESS D.O.T.
TYPE SP -12.5 ASPHALTIC CONCRETE
SURFACE; PRIME COAT ALL SURFACES
AND EDGES PRIOR TO SURFACING
1" MINIMUM TYPE SP-9.5(2ND LIFT)
°•moi ► ��i ► j I�
Type A Or B Riser
Bars A Short Wa
(See Section B—B�—
2 Additional Bars 6--
® 5" Max. 0. C. Eactr
Side Of Opening
1 1/2" MINIMUM TYPE SP -12.5
COQUINA BASE 8" MINIMUM
THICKNESS COMPACTED TO 98010
OF MAXIMUM DENSITY PER AASHTO.
12" STABILIZED SUBGRADE (FBV 50)
j(98% COMPACTION AASHTO T-180)
FILL COMPACTED TO
98% MAX! DENSITY
2— #5 Hoop Bars
(2 Lap Splices Permitted)
2 Additional Bars A
® 5" 0. C.
Bars B Long Wayy
(See Section B—B)
TOP SLAB REINFORCING STEEL DIAGRAM
Top Slab Reinforcin
N
W
i
a Y
y n U
In F �
-;Optional Shear
Supplemental Bar A Or B
AT TOP SLAB
R33'r, tp
Wall Reinforcin '\Shear Key
10' Dra NOTE: Variations in shear key dimensions
will be permitted subject to the
Engineer's approval.
10' Draft— Shear Key
3
Optional Shear Kyr
AT BOTTOM SLAB
d rnr Bottom Slab Reinf•Gin
SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH 8" WALLS
#4 Ties ® 12" O.C.
#5 Peripheral
Reinforcement
Wall Reinforcing
9— # 4 Ties a 12" O.C.
(See Section)
#5 Peripheral
Reinforcement
L J
Rotate* 4 Bars As Required
To Maintain Cover
w
Bars A Bars B
�^
Bars A—' '—Bars B
SECTION C—C `
2_
c
..
E o
ALTERNATE B
SECTION B -B
#4 ® 12" BW
mL
m
in
(Horizontal Bars
cN
X
a
°
Continuous Around
NOTE'
aximumextrainforcing spacing equal teachioshalf theharea
o m
0.
Brs Bars A
Corners For
6" Rectangular Risers)
m 0
I�
•0
a
FE
c
—
Vertical Wall Reinforcing
The corner fillets shown are necessary for rectangular structures used with circular
rectangular and let
in leusof the tbottom slab oflthe AltBBariser nd nwhen
m�
= o
otherwise shown in the plans or other standard drawings. Alt. B structure
throats. Filets will besrequired
with the Alt. A box. Each fillet shall be reinforced with 2—#5 bars.
(See Table)
bottoms may be used in conjunction with curb inlet Types 7 & 8, or
ditch bottom inlet unless otherwise shown in the plans or other standard
%
`om
2. Walls of circular structures Alternate A constructed in place may be
( ),
concrete or brick or reinforced concrete. Precast and
any
drawings. 11.
Inlet throats, riser or manhole tops shall be secured to structures as shown on
of non—reinforced
rectangular structures (Alternate B) shall be constructed of reinforced
u_ o
Index No. 201.
xtra Reinforcin
Horizontal Wall Reinforcing
Structures with depths over 14' are to be checked for floatation by de ig,ner of
° C
Openin
At I
(See Note)
(Se e Table)
Except when ACI hooks are specifically required, reinforcement top and slab
13.
a° M
or A.S.T.M. C-76, Class ---, B Wall, modified where the elliptical steel cage
the wall.
shall be straight embedment.
8"
area is placed In the center one—third of
M_
m m
larger units shall be furnished at no additional cost a
4. Top and floor slab thickness and reinforcement are for precast and cast in S.
All steel bars shall havb}° minimum cover unless otherwise shown except for
Alternate A units cannot replace Alternate B units without approval of the TYPE
Engineer. This note applies to this Index only. T I r� J ��D P
Pp
� C
Top Slab Reinforcin
N
W
i
a Y
y n U
In F �
-;Optional Shear
Supplemental Bar A Or B
AT TOP SLAB
R33'r, tp
Wall Reinforcin '\Shear Key
10' Dra NOTE: Variations in shear key dimensions
will be permitted subject to the
Engineer's approval.
10' Draft— Shear Key
3
Optional Shear Kyr
AT BOTTOM SLAB
d rnr Bottom Slab Reinf•Gin
SLAB TO WALL DETAILS FOR PRECAST ALTERNATE WITH 8" WALLS
#4 Ties ® 12" O.C.
#5 Peripheral
Reinforcement
Wall Reinforcing
9— # 4 Ties a 12" O.C.
(See Section)
#5 Peripheral
Reinforcement
L J
Rotate* 4 Bars As Required
To Maintain Cover
w
Bars A Bars B
�^
Bars A—' '—Bars B
SECTION C—C `
2_
�SE �
ALTERNATE B
SECTION B -B
SPECIAL TOP SLAB!
TION A -NATE
m
Provide of
nofgvertical
oy
* NOTE: When the inside diameter of a round structure is
U5
NOTE'
aximumextrainforcing spacing equal teachioshalf theharea
not more than l'-6" larger than the opening in
the riser or top slab, the top of the structure
reinforcment removed by the opening and provide the
some area of reinforcment above each opening at 3"
or riser shall be constructed according to the
"Special Top Slab" details on this sheet.
maximum spacing as removed by the opening.
GENERA. NOTES
1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and S-6" 6.
Structure bottoms may be used in conjunction with curb inlet 10.
tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless
The corner fillets shown are necessary for rectangular structures used with circular
rectangular and let
in leusof the tbottom slab oflthe AltBBariser nd nwhen
square (Alt. B) are designated Type P. Larger standard structure bottoms
otherwise shown in the plans or other standard drawings. Alt. B structure
throats. Filets will besrequired
with the Alt. A box. Each fillet shall be reinforced with 2—#5 bars.
are designated Type J. Risers are permitted for all structures.
bottoms may be used in conjunction with curb inlet Types 7 & 8, or
ditch bottom inlet unless otherwise shown in the plans or other standard
used
2. Walls of circular structures Alternate A constructed in place may be
( ),
concrete or brick or reinforced concrete. Precast and
any
drawings. 11.
Inlet throats, riser or manhole tops shall be secured to structures as shown on
of non—reinforced
rectangular structures (Alternate B) shall be constructed of reinforced
Rectangular structures may be rotated as directed by the Engineer In order
Index No. 201.
concrete only. 7.
to facilitate connections between the structure walls and storm sewer pipes.
12.
Structures with depths over 14' are to be checked for floatation by de ig,ner of
3. Wall thickness and reinforcement are for either reinforced cast—in—place
except that precast circular units may be furnished
protect drainage.
or precast concrete units
with walls in accordance with either A.S.T.M. C-478 (up to 96 diameter) 8,
Except when ACI hooks are specifically required, reinforcement top and slab
13.
Units larger than standard may be substituted the contflicts s option
or A.S.T.M. C-76, Class ---, B Wall, modified where the elliptical steel cage
the wall.
shall be straight embedment.
when these units will not cause or increase the severity f
ill not utility conflicts. Such STRUCTURE BOTTOMS
to the Department. Larger
area is placed In the center one—third of
larger units shall be furnished at no additional cost a
4. Top and floor slab thickness and reinforcement are for precast and cast in S.
All steel bars shall havb}° minimum cover unless otherwise shown except for
Alternate A units cannot replace Alternate B units without approval of the TYPE
Engineer. This note applies to this Index only. T I r� J ��D P
Pp
place construction. To and floor slabs shall be of Class --
Top
concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be
precast circular units manufactured under ASTM C-76 or ASTM C-478, Horizontal
steel in rectangular structures shall be lapped a minimum of 24 bar diameters
9
used In lieu of Class - and Class -- concrete in precast items manufactured
for ih
at comers. 14.
For manhole and junction box tops, for frames and covers, and, for simi�lementary
in plants which are under the Standard Operating Procedures �
details see Index No. 201.
inspection of precast drainage products.
5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire
fabric, either smooth or deformed.
TYPE 'P' AND 'J' STRUCTURE BOTTOM
REFER TO FDOT INDEX NO. 200 NTS
03 TYPE 'P' AND 'J' STRUCTURE BOTTOM (FDOT INDEX 200
CD -1 SCALE: N.T.S.
mm -----mw � NOTICE TO DRAWING HOLDER
IEEE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCALE : E CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUMENTS, Tk,S THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFICATION USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
REFERRED TO
THE OWNER Fr�% OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
ON EXTENSIO,,, `'JUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
1�I R'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
gRAWING, VVI I'r)RNEY S FEESENGINEER ARISING R SING OUT OF OR RESULTM ALL CLAIMS, DAMAGES, ISSES NG AND EXPENSES,
G TH REFROM
mr KT Tu - Wk ,
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324170
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DAT
1. 06-114 BY
09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGE ST DITCH
SCALE:
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN: MDS DATE: 06-11-09
CHKD: LGM DATE: 06-15-09
QAIQC: FTW DATE_ 06-15-09
NEEL=SCHAFFER
SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
EXISTING BASE
NEW HOT PATCH ASPHALT TO BE SAME TYPE OF
MATERIAL AS EXISTED AT THE TIME OF REMOVAL.
EXISTING SURFACE AND BASE TO
BE CUT WITH CONCRETE SAW.
TRENCH WALL
UTILITY PIPE
UNDISTURBED EARTH
MAX MAX
NOTES:
`— REPLACEMENT BASE MATERIAL SHALL BE 3000
PSI HIGH EARLY STRENGTH CONCRETE.
BACKFILL TRENCH WITH SUITABLE MATERIAL AND TAMP
MATERIAL IN LAYERS NOT TO EXCEED 6" IN ACCORDANCE
W/ THE SPECIFICATIONS. (95% MAX. PER. AASHTO T-180).
THE CONTRACTOR SHALL PROMPTLY FILL OPEN -CUT TO ALLOW TRAFFIC
TO PASS FREELY AND SAFELY. IF PERMANENT RESTORATION IS TO BE DEFERRED.
THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY CONDITION TO THE ORANGE
COUNTY ENGINEERING DEPARTMENT SATISFACTION.
02 ASPHALT ROADWAY OPEN CUT DETAIL
CD —1 SCALE: N.T.S. PAVED AREAS
MISCELLANEOUS DETAILS
GEORGE STREET DITCH
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
WORKING NUMBER:
NUMBER:
CD -1
FRANK T. WATANABE, P.E.
FL. REG. NO. 66735
C
D or SparlD or Span
I*
FRONT VIEW
2-#4 Bar_
n
I
a
N 00
+
Const. Joint Permitted 0 4"
u See End View o
(Enlarged)
10" . 5'
Const. Joint Permitted
(Keyway & Dowels Required -
7 Dowels #4 Bars, 18" With
--- 9" Embedment ® 12" Ctrs
For Bar Grade And
E Payment See Note 3.)
END VIEW (ENLARGED)
TOP VIEW
ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING)
FRONT VIEW
S
g Outside
Pipe (Typ.)
i
TOP VIEW
if Interior
Pipe (Typ.)
Location Reference Line
(See Location Control Abov
NORMAL PIPE
FRONT VIEW
` to] LTA 1I14'I
SKEWED PIPE
END VIEW
1. Position is set by the intersection of the front
slope and Point A where this intersection falls
outside the clearzone.
2. Where the front slope and Point A intersects
inside the clear zone, the endwall is positioned
so the location reference point is at the clear
zone limit. The front slope is transitioned to
the endwall as shown in Index No. 280.
STANDARD
LOCATION CONTROL
LEGEND
or Pipe Skew
S Center To Center Pipe Spacing
X Centerline To Centerline Dimension At Face Of Headwall
ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE
�1 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2 SCALE: N.T.S.
DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL
GENERAL NOTES
1. Endwall dimensions, locations and positions are for
round and elliptical concrete pipe and for round
and pipe -arch corrugated metal pipe. Round concrete
pipe shown.
2. Front slope and ditch transitions shall be in accordance
with Index No. 280.
3. Endwalls may be cast in place or precast concrete.
Reinforcing steel shall be Grades 40 or 60. Additional
reinforcement necessary for handling precast units
shall be determined by the Contractor or the
supplier. Cost of reinforcement shall be included in
the contract unit price for concrete, (endwalls).
4. All exposed corners and edges of concrete are
to be chamfered ,i' .
5. Concrete meeting the requirements of ASTM C-478
(4000 psi) may be used in lieu of Class I concrete
in precast items manufactured in plants which are
under the Standard Operating Procedures for the
inspection of precast drainage products.
6. On outfall ditches with side slopes flatter than 1':11
provide 20' transitions from the endwall to the flatter
side slopes, right of way permitting.
7. For sodding around endwalls see Index No. 281.
8. Payment for concrete quantities for endwalls
skewed to the pipe shall be made on the following
basis:
Endwall Skew To Pipe Use Tabulated Value
0' to 5' 0'
6' to 15' 15'
16' to 30' 30'
31' or over 45'
9. Pipe length plan quantities shall be based on the
pipe end locations shown in the standard location
control end view, or lengths based on special
endwall locations called for in the plans.
10. Payment for pipe in pipe culverts shall be based
on plan quantities, adjusted for endwall locations
subsequently established by the Engineer.
11. Endwalls to be paid for under the contract unit
price for Class I Concrete (Endwalls), CY.
Location Reference
ROUND CONCRETE
(Horizontal Clearance
CORRUGATED METAL PIPE
Measured to this point)
PIPE
CORRUGATED METAL PIPE ARCH
Opening Area
Dimensions
(SF)
40"
End Of Pipe
(See Note 9)
Class - Concrete (CY)
Number And Type Of Pipe And Skew Angle Of
Double Triple
Pipe
Quadruple
Point A
Const. Joint Permitted
(Keyway & Dowels Required -
7 Dowels #4 Bars, 18" With
--- 9" Embedment ® 12" Ctrs
For Bar Grade And
E Payment See Note 3.)
END VIEW (ENLARGED)
TOP VIEW
ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING)
FRONT VIEW
S
g Outside
Pipe (Typ.)
i
TOP VIEW
if Interior
Pipe (Typ.)
Location Reference Line
(See Location Control Abov
NORMAL PIPE
FRONT VIEW
` to] LTA 1I14'I
SKEWED PIPE
END VIEW
1. Position is set by the intersection of the front
slope and Point A where this intersection falls
outside the clearzone.
2. Where the front slope and Point A intersects
inside the clear zone, the endwall is positioned
so the location reference point is at the clear
zone limit. The front slope is transitioned to
the endwall as shown in Index No. 280.
STANDARD
LOCATION CONTROL
LEGEND
or Pipe Skew
S Center To Center Pipe Spacing
X Centerline To Centerline Dimension At Face Of Headwall
ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE
�1 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2 SCALE: N.T.S.
DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL
GENERAL NOTES
1. Endwall dimensions, locations and positions are for
round and elliptical concrete pipe and for round
and pipe -arch corrugated metal pipe. Round concrete
pipe shown.
2. Front slope and ditch transitions shall be in accordance
with Index No. 280.
3. Endwalls may be cast in place or precast concrete.
Reinforcing steel shall be Grades 40 or 60. Additional
reinforcement necessary for handling precast units
shall be determined by the Contractor or the
supplier. Cost of reinforcement shall be included in
the contract unit price for concrete, (endwalls).
4. All exposed corners and edges of concrete are
to be chamfered ,i' .
5. Concrete meeting the requirements of ASTM C-478
(4000 psi) may be used in lieu of Class I concrete
in precast items manufactured in plants which are
under the Standard Operating Procedures for the
inspection of precast drainage products.
6. On outfall ditches with side slopes flatter than 1':11
provide 20' transitions from the endwall to the flatter
side slopes, right of way permitting.
7. For sodding around endwalls see Index No. 281.
8. Payment for concrete quantities for endwalls
skewed to the pipe shall be made on the following
basis:
Endwall Skew To Pipe Use Tabulated Value
0' to 5' 0'
6' to 15' 15'
16' to 30' 30'
31' or over 45'
9. Pipe length plan quantities shall be based on the
pipe end locations shown in the standard location
control end view, or lengths based on special
endwall locations called for in the plans.
10. Payment for pipe in pipe culverts shall be based
on plan quantities, adjusted for endwall locations
subsequently established by the Engineer.
11. Endwalls to be paid for under the contract unit
price for Class I Concrete (Endwalls), CY.
CD -2
NOTICE T
STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
SCALE: N.T.S.
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JHE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT SCAL
S PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUMENTS, AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFICATIOOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
REFERRED TIC 4S OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OWNER I'HOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXTENSICuSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
pAWING, W -E ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND TORNEY'S FE S AR SING OUT OF OR RESULT NG TH REFROM EXPENSES,
BE AT THE R
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DA
1. 06-1'! E BY
-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN:
MDS
ROUND CONCRETE
AND
CORRUGATED METAL PIPE
CONCRETE ELLIPTICAL
PIPE
CORRUGATED METAL PIPE ARCH
Opening Area
Dimensions
(SF)
FTW
Single
Class - Concrete (CY)
Number And Type Of Pipe And Skew Angle Of
Double Triple
Pipe
Quadruple
D
Number Of PipesA B C E F G S
1 2 3 4
X
0°15° 30° 45°
Concret
0°
Metal
0°
Concrete Metal Concrete Metal
0° 15° 30° 45° 0° 15° 30° 45° 0° 15 30° 45° 0° 15 30'145'
Concrete Metal
0° 15 30° 45° 0° 15 30° 45°
D
15"
1.23 2.46 1 3.69 4.92 V-11 ' V-2' 4'-0' 1'-10'1'-2` 0'-6' 2'-7'
2'-7'12'-B" 3'-0' 3'-8"
1.23
1.24
1.59 1.60 1.65 1.74 1.62 1.63 1.68 1.78 1.94 1.96 2.05 2.23 1.99 2.02 2.11 2.30
2.30 2.34 2.47 2.74 2.37 2.41 2.75 2.84
15"
18"
1.77 3.54 1 5.31 7.08 2'-2" 1'-3" 4'-6' V-11 ' V-3" V-0 2'-10
2'-10"2'-11"3'-3" 4'-0"
1.56
1.59
1.99 2.01 2.06 2.17 2.04 2.06 2.11 2.23 2.43 2.46 2.56 2.79 2.51 2,54 2.65 2.89
2.86 2.91 3.06 3.40 2.96 3.01 3.17 3.53
18"
21"
2.41 4.82 7.23 9.64 2'-5" 1'-4' 5'-0' 2'-0" 1'-4' V-6 S-2"
3'-2" 3'-3" 3'-8' 4'-6"
1.97
3.3
4.4
1'-9" V-2" 3'-1 "1'-10'
21"
24"
3.14 6.28 9.42 12.56 2'-8" 1'-4 5'-6'2'-D" V-4' 2'-0' S-5"
3'-5" 3'-6' 3'-114'-10'
2.24
2.29
2.82 2.84 2.91 3.06 2.91 2.93 3.01 3.17 3.39 3.43 3.57 3.87 3.52 3.56 3.71 4.03
3.97 4.03 4.24 4.69 4.14 4.20 4.43 4.91
24"
27"
3.98 7.96 11.94 15.92 2'-11 V-5 6'-0" 2'-1" 1'-5' 2'-6' 3'-10'
3'-10'4'-0' 4'-5' 5'-5"
2.73
6.4
-1'-11 ' 1'-2" 4'-3" 1'-10'
1'-2' 0'-9" 2'-10'2'-10' 2'-11 '3'-3" 4'-0"
27"
30"
4.91 9.82 14.73 19.64 S-2" 1'-6' 6'-6" 2'-2" 1'-6' 3'-0' 4'-3"
4'-3' 4-5' 4'-1 "6'-0"
3.26
3.34
4.13 4.16 4.26 4.49 4.28 4.31 4.43 4.67 4.98 5.04 5.25 5.69 5.20 5.27 5.49 5.97
5.84 5.93 6.24 6.91 6.13 6.23 6.56 7.29
30"
36"
7.07 14.14 21.21 28.28 3'-8" V-8' 7'-6' 2'-4" 1'-8"4'-0' 5-1"
5'-1'5'-3' 5'-10' 7'-2"
4.53
4.64
5.73 5.77 5.92 6.23 5.95 6.00 6.15 6.49 6.92 7.00 7.29 7.91 7.25 7.34 7.65 8.33
8.13 8.26 8.69 9.62 8.57 8.71 9.18 10.20
36"
42"
9.62 19.24 28.86 38.48 4'-2" 1'-1 "8'-6" 2'-6" 2'-0' 5'-0' 6'-0'
6'-0' 6'-3' 6'-11"8'-6"
6.33
6.49
8.11 8.17 8.39 8.85 8.43 8.50 8.73 9.23 9.90 10.0210.45 11.38 10.3 10.5410.9E 11.99
11.68 11.8-1'12.5113.8912.3212.5213.2214.73
42"
48"
12.57 25.14 37.71 50.28 4'-8" 2'-1" 9'-6' 2'-9" 2'-0' 6'-0' 6'-9'
6'-9' 7' -O:'7' -10j'9'-7"
8.15
8.38
10.4 10.4 10.7 11.3 10.8 10.9 11.2 11.8-,12.6412.8013.3414.5013,3 13.51 14.1115 39
14.8 15.1 15.9 17.6 15.8 16.0 16.9 18.90
48"
54"
115.90 31.80 47.70 63.60 5'-2" 2'-6'10'-6j 3'-2" 2'-3' 7'-0' 7'-8'
7'-8 7'-11S'-10'10'-11'
11.71
11.77
15.2 15.35 15-.7E 16.6 9 18.7 9.0 19.86 21.69
22.2 2.6 23.9 26.6
54"
23.6
3'-1" 1'-5"6'-1 2'-1" 1'-5'3'� 4'-9" 4'-9" 4'-11'5'-6" 6'-9"
3.13
4.06 4.09 4.20
4.45 4.99 5.06 5.28 5.76
5.93 6.03 6.36 7.09
42"
29"
CD -2
NOTICE T
STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
SCALE: N.T.S.
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JHE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT SCAL
S PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUMENTS, AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFICATIOOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
REFERRED TIC 4S OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OWNER I'HOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXTENSICuSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
pAWING, W -E ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND TORNEY'S FE S AR SING OUT OF OR RESULT NG TH REFROM EXPENSES,
BE AT THE R
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DA
1. 06-1'! E BY
-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN:
MDS
DATE:
06-11-09
CHT,
CONCRETE ELLIPTICAL
PIPE
CORRUGATED METAL PIPE ARCH
QAIQC:
FTW
DATE:
06-15-09
Opening Area
(SF) Dimensions
Class - Concrete (CY)
Number Of Pipe And Skew Angle Of Pipe
Opening Area
(SF)
Approx
E uiv.
q
Span Round
Rise
Dimensions
Number
1 2
Class - Concrete (CY)
Number Of Pipe And Skew Angle Of Pipe
Span
Rise
Approx
E uiv.
q
Round
Span
Rise
Number
1 2
Of
3
Pipe
4
A B C E
X
F G S 0° 15° 30° 45°
Sinle
0°
Double
0° 15° 30°
Triple
45° 0° 15 30° 45°
Quadruple
0° 15° 30° 45°
12"
18"
Pipe
17"
13"
1.1
2.2
3.3
4.4
1'-9" V-2" 3'-1 "1'-10'
V-2" 0'-4' 2'-6" 2'-6" 2'-7" 2'-11' 3'-6"
1.16
1.47 1.48 1.52
1.60 1.78 1.80 1.88 2.04
2.09 2.12 2.23 2.48
17"
13"
15"
21"
15"
1.6
3.2
4.8
6.4
-1'-11 ' 1'-2" 4'-3" 1'-10'
1'-2' 0'-9" 2'-10'2'-10' 2'-11 '3'-3" 4'-0"
1.33
1.69 1.70 1.75
1.84 2.04 2.06 2.15 2.33
2.40 2.44 2.57 2.84
21"
15"
18"
24"
20"
2.8
5.6
8.4
11.2
2'-4' V-3" 5'-2" V-11'
1'-3' 1'-8' 3'-5" 3'-5" 3'-11' 4'-10
1.78
2.31 2.33 2.39
2.53 2.83 2.87 2.99 3.26
3.36 3.42 3.60 4.01
28"
20"
24"
53"
24"
4.3
8.6
12.9
17.2
2'-8' V-4' S'-112 --2-7-74-2-5j--Z-0'
' " 4'-0" 4'-2' 4'-7" 5'-8"
2.34
3.03 3.05 3.14 3.32 3.72 3.77 3.93 4.29
4.40 4.47 4.72 5.25
35"
24"
30"
38.7
29"
5.9
11.8
17.7
23.6
3'-1" 1'-5"6'-1 2'-1" 1'-5'3'� 4'-9" 4'-9" 4'-11'5'-6" 6'-9"
3.13
4.06 4.09 4.20
4.45 4.99 5.06 5.28 5.76
5.93 6.03 6.36 7.09
42"
29"
36"
r49
33"
8.4
16.8
25.2
33.6
3'-5" V-6" 7'-8' 2'-2'
V-6' 4'-2' 5'-6" 5'-6" 5'-8' 6'-4" 7'-9"
3.83
5.00 5.04 5.18
5.48 6.16 6.24 6.52 7.12
7.32 7.447.86 8.76
49"
33"
42"
53"
38"
10.6
21.2
31.8
42.4
3'-10' V-7' 8- 2'-3"
1'-7' 5'4 6'-4" 6'-4" 6'-7' 7'-4' 8'-11'
4,87
6.31 6.36 6.53
6.91 7.74 7.84 8.18 8.93
9.18 9.33 9.85 10.9
57"
38"
48"
88.5
43"
13.2
26.4
39.6
52.8
4'-3" 1'-8" 9'-6� 2'-4"
1'-8"6'-0 7'-1" 7'-1" 7'-4" 8'-2" 10'-0'
5.88
7.64 7.70 7.91
8.37 9.40 9.52 9.94 10.8
11.1 11.3311.9 13.33
64"
43"
54"
71"
47"
16.9
33.8
50.7
67.6
4'-7" 1'-10' 10'- "2'-6"
2'-0" 6'-10'7'-10 '-10' 8'-1" 9'-1" 11'-1"
7.80
10.1510.2 10.51
11.1212.4 12.6 13.2214.4
14.8515.1 C15.9 17.7
71"
47"
60"
CD -2
NOTICE T
STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
SCALE: N.T.S.
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JHE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT SCAL
S PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUMENTS, AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFICATIOOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
REFERRED TIC 4S OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OWNER I'HOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXTENSICuSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
pAWING, W -E ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND TORNEY'S FE S AR SING OUT OF OR RESULT NG TH REFROM EXPENSES,
BE AT THE R
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DA
1. 06-1'! E BY
-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN:
MDS
DATE:
06-11-09
CHT,
CONCRETE ELLIPTICAL
PIPE
06-15-09
QAIQC:
FTW
DATE:
06-15-09
Opening Area
(SF) Dimensions
Class - Concrete (CY)
Number Of Pipe And Skew Angle Of Pipe
Rise
Approx
E uiv.
q
Span Round
Rise
Span
Number
1 2
Of
3
Pi e X
30° 45°
4 A B C E F G S 0°q7'-4'
Single
0°
Double Triple Quadruple
0° 15 30° 45° 0° 15130' 45° 0° 15 30° 45°
Pipe
12"
18"
1.3
2.6
3.9
5.2 1'-8" 1'-2' 3'-9' V-10' 1'-2' 0'-S2'-10'2'-10'2'-11 3'-3" 4'-0"
1.09
1.45 1.46 1.51 1.60 1.80 1.82 1.91 2.09 2.16 2.20 2.33 2.60
12"
18"
15"
14"
23"
1.8
3.6
5.4
7.2 V-10 1'-3' 4'-2 1'-11' 1'-3' 8 3'-5" 3'-5"3'-11' 4'-10'
1.36
1.82 1.84 1.89 2.01 2.29 2.32 2.43 2.68 2.75 2.80 2.97 3.33
14"
23"
18"
19"
30"
3.3
6.6
9.9
13.2 2'-3" V-4' 5'-1" Y-0-7-4' V-7 4'-2" 4'-2'4'-10'5'-11'
1.$9
2.55 2.57 2.65 2.82 3.22 3.27 3.43 3.77 3.88 3.95 4.19 4.70
19"
30"
24"
24"
38"
5.1
10.2
15.3
20.4 2'-8" 1'-5' 6'-3' 2'-1" 1'-5' 2'-9' 5'-2" 5'-2"6'-0" 7'-4"
2.64
3.55 3.58 3.69 3.93 4.48 4.54 4.77 5.24 5.39 5.49 5.82 6.53
24"
38"
30"
29"
45"
7.4
14.8
22.2
29.6 3'-1" 1'-6' 7'-0 2'-2" V-6' S-6" 6'-0" 6'-0'16'-3"6'-11' 8'-6"
3.32
4.48 4.52 4.66 4.96 5.64 5.72 6.00 6.60 6.80 6.92 7.34 8.24
29"
45"
36"
34"
53"
10.2
20.4
30.6
40.8 3'-6" 1'-7' 7'-1j} 2'-3" V-7'4'-5 7'-1" 7'-1"8'-2" 10'-0'
4.24
5.76 5.81 6.00 6.39 7.29 7.40 7.76 8.55 8.81 18.97 9.52 10.7
34"
53"
42"
38"
60"
12.9
25.81
38.7
51.6 3'-10' 1'-8' 8'-9'2'-4"1 1'-8' 5'-3' 7'-11 7'-11'8'-2" 9'-2" 11'-2"
5.22
7.16 7.23 7.46 7.96 9.10 9.24 9.70 10.71 11.0J11.2511.9513.46
38"
60"
48"
43"
68"
16.6
33.2
49.8
66.4 4'-3" 1'-10'9'-8 2'-6" 1'-1 Ij'-2 8'-10'8'-10 9'-2" 10'-2' 12'-6'
6.Co3
9.01 9.09 9.38 10.0 11.3 11.5 12.1 13.36 13.7 14.0 14.8 16.73
43"
68"
54"
48"
76" 1
20.5
41.0
61.5
82.0 4'-8" 2'-1' 10'-8' 2'-9" 2'-0' 7'-2' 9'-9" 9'-9" 10'-1 '11'-3' 13'-9'
8.666
11.7 11.8 12.22 13.0 14.8 15.0 15.7717.3 17.9'118,2 19.3 21.7
48"
1 76"
60"
53"
83"24.8
49.6
74.4
99.2 5'-1" 2'-6" 11'-7'3'-2" 2'-6 8'-1' 10'-7"10'-7'10'-1 T'2'-3'15'-0'
12.50
16.9 16.9 17.6 18.8 21.4721.7 22.8 25.1 25.97 6.4 28.0 31.5
53"
83"
66"
58"
91"
29.5
59.0
88.5
118.05'-6" 2' -10'I2' --6J 3'-6" 2'-1013'-0 11'-4'11'- "11'-9'13'-1'16'-0'
16.46
22.26 2.4 23.1624.6628.0 28.4 29.8 2.8533.8534.4 6.5541.0
CD -2
NOTICE T
STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
SCALE: N.T.S.
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
JHE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DO NOT SCAL
S PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
DOCUMENTS, AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
CLARIFICATIOOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
REFERRED TIC 4S OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
THE OWNER I'HOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXTENSICuSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
pAWING, W -E ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND TORNEY'S FE S AR SING OUT OF OR RESULT NG TH REFROM EXPENSES,
BE AT THE R
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. DA
1. 06-1'! E BY
-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN:
MDS
DATE:
06-11-09
CHT,
LGM
DATE:
06-15-09
QAIQC:
FTW
DATE:
06-15-09
F� NEEL=SCHAFFER
NW
® SOLUTIONS YOU CAN BU/LD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
MISCELLANEOUS DETAILS
GEORGE STREET DITCH
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
FRANK T.`'(NATANABI=, P. E.
FL. REG. NO. 56735
WORKING NUMBER:
N 5.07600.001
SHEET NUMBER:
CD -2
01Z 01
oil 31 rw
GEORGE ST. \ \
F \
CARNATION DR.
SEAGRASS AVE.
ME
PROJECT
LOCATION
-"6, o r t Itc
G- qAo =0 g%= Stree D H
LOCATION MAP
Engineering By:
14L NEEL-SCHAFFER
11w
SOLU77ONS YOU CAN BU/L® UPON
1201 19th Place, Suite A-100
Vero teach, Florida 32960
Phone: (772) 770-470 i FAX: (772) 770-4640 CA 00006556
JIM, HILL
kyl
COUNCIL MEN BER
DALE: I. SIMCHICK
EU ENE WOLFF
COUNCIL MEMBER
I��Er7
CITY MANAGER
CITY ENGINEER
FOR BIDDING PURPOSES ONLY
FRANK T. WATANABE, P.E. FLO
REG. No. 66735
REVISED:
ISSUED:
Project Number:
DATE
11•
/1•
1 •11 10
SHEET INDEX
C-1
C-2
C-3
CD -1
CD -2
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS AND PROPOSED IMPROVEMENTS
MISCELLANEOUS DETAILS
MISCELLANEOUS DETAILS
JIM, HILL
kyl
COUNCIL MEN BER
DALE: I. SIMCHICK
EU ENE WOLFF
COUNCIL MEMBER
I��Er7
CITY MANAGER
CITY ENGINEER
FOR BIDDING PURPOSES ONLY
FRANK T. WATANABE, P.E. FLO
REG. No. 66735
REVISED:
ISSUED:
Project Number:
DATE
11•
/1•
1 •11 10
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH CITY OF SEBASTIAN
ENGINE ERING 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 INFORMATION AVAILABLE AT THE TIME
OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ,ABSOLUTELY
CORRE=CT. 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. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR VERIFICATION OF ALL
UTILITIES AND NOTIFY UTILITY OWNERS 72 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.
Ei. 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. 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. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED BUILDING PERMITS FOR
THIS PROJECT AND SHALL COORDINATE ALL ACTIVITIES WITH CITY OF SEBASTIAN.
10. 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.
11. 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 THI - PROPOSED METHOD OF CONNECTION PRIOR TO INSTALLING MATERIALS.
12. THE Cf )NTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS OF ALL EXISTING
AND F"1'OPOSED FACILITIES PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO
ENSUI,E PROPER ASSEMBLY OF ALL ITEMS. SOME DIMENSIONS MAY NEED TO BE
VERIFIED BY THE CONTRACTOR, FROM THE MANUFACTURER.
13. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PERMITS THAT HAVE BEEN ISSUED
FOR THIS PROJECT. ALL SPECIFIC OR GENERAL CONDITIONS APPLY.
14. THE CONTRACTOR IS TO ADHERE TO THE DESIGN AND CONSTRUCTION STANDARDS OF
CITY OF SEBASTIAN.
15. MAINTErNANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES PART VI, WORK ZONE TRAFFIC CONTROL. CONTRACTOR TO
PROVIDE MAINTENANCE OF TRAFFIC PLAN TO ENGINEER PRIOR TO CONSTRUCTION.
TRAFFIC CIRCULATION WITHIN EXISTING PARKING LOT AREA MUST BE MAINTAINED
DURING CONSTRUCTION.
16. COMPLETE RECORD DRAWINGS, CONFORMING TO 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.
17. LOCATIONS AND DIMENSIONS OF EXISTING RIGHTS-OF-WAY AND EASEMENTS ARE BASED
ON BEST AVAILABLE INFORMATION. CONTRACTOR SHALL VERIFY THE LIMITS OF THE
RIGHTS-OF-WAY AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS.
18. 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 OBSTRUCTION SHALL BE FURNISHED BY THE
CONTRACTOR THE OWNER IMMEDIATELY. INFORMATION ON THE AND SHALL INCLUDE:
LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE. CONTRACTOR SHALL RAISE
OR LOWER THE INSTALLED PIPE AS NEEDED AT NO EXTRA EXPENSE TO THE OWNER.
19. ELEVATION DATUM IS LOCAL DATUM.
20. 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.
21. THE CONTRACTOR SHALL NOTIFY THE OWNER 72 HOURS IN ADVANCE OF ANY WATER
MAIN OR SANITARY FORCE MAIN SHUT -DOWN.
22. ALL EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.
23. THE CONTRACTOR SHALL NOTIFY FIBER OPTICS COMPANIES SEVEN (7) DAYS PRIOR TO
ANY CONSTRUCTION. EXTREME CAUTION SHALL BE EXERCISED IN AREAS OF FIBER
OPTICS.
24. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DAMAGED CURBS, ASPHALT,
LANC)SCAPING, DRIVEWAYS AND ANY TEMPORARY REPAIRS OF OPEN CUTS. THESE
ITEM '� SHALL BE PAID UNDER GENERAL REQUIREMENTS.
25. CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC, I.E. TEMPORARY SIDEWALKS
AROUND WORK AREAS, CONTRACTOR MAY HAVE TO RESTRICT WORK HOURS ON
SIDE`NALKS, TO RESTORE IMMEDIATELY AND ERECT' TEMPORARY FENCING BETWEEN
CONSTRUCTION AND TEMPORARY SIDEWALKS, ETC.
26. ALL CONSTRUCTION CONTROL SHALL BE REFERENCED AND REPLACED BY A FLORIDA
REGISTERED LAND SURVEYOR AFTER CONSTRUCTION.
27. PIPES SHALL NOT BE DEFLECTED MORE THAN 75% OF THE MANUFACTURER'S
RECOMMENDATIONS.
NOTICE TO DRAWING HOLDER
ESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCALE 1' ; CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, THE. °RIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIONSTTHE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TO AS USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER FDppOF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
')UT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
ON EXTENSIO%R's SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
i DRAWING, WITH IGINEER FROM oll ^ LAI
I'Mn DnP QI=SS1 TING THEREFROM LASES,
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-4324-7-7-0
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
MAINTENANCE OF TRAFFIC
1. 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 EXISTING SIGNS AND PAVEMENT MARKINGS WHICH CONFLICT WITH THE TRAFFIC
CONTROL PLAN DURING A CONSTRUCTION PHASE SHALL BE REMOVED OR TEMPORARILY
RELOCATED AS NECESSARY PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE COST
OF REMOVING AND/OR REPLACING SIGNS AND PAVEMENT MARKINGS FOR MAINTENANCE
OF TRAFFIC SHALL BE INCLUDED UNDER PAY ITEM 1-3.
4. ALL SIGNS 48" X 48" OR LARGER SHALL BE MAINTAINED ON TWO (2) BREAKAWAY
SUPPORTS OR YIELDING POST AS SHOWN IN FIGURE 6-1 OF THE MUTCD. THE
CONTRACTOR SHALL USE THE MUTCD TO DETERMINE THE APPROPRIATE PLACEMENT
AND ELEVATION OF CONSTRUCTION SIGN. REFLECTIVITY SHALL ADHERE TO THE FDOT
STANDARD SPECIFICATION FOR ROADS AND BRIDGE CONSTRUCTION LATEST PUBLISHED
EDITION.
5. AT THE COMPLETION OF CONSTRUCTION DAY THE ROAD SHALL BE RETURNED TO
TWO-WAY TRAFFIC.
6. VEHICULAR ACCESS TO RESIDENCES WILL BE MAINTAINED AT ALL TIMES.
7. PROVISIONS APPROVED BY THE PROJECT ENGINEER WILL BE MADE FOR THE REMOVAL
OF STORM WATER FROM THE ROADWAY DURING CONSTRUCTION.
8. ALL TEMPORARY MARKINGS SHALL BE IN PLACE ONE (1) HOUR BEFORE SUNSET.
9. ALL DEVICES WILL BE IN GOOD CONDITION. MINIMUM REFLECTIVE INTENSITY SHALL
MEET THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGE CONSTRUCTION
LATEST PUBLISHED EDITION.
10. INGRESS/EGRESS TO COMPLEX MUST BE MAINTAINED THROUGHOUT CONSTRUCTION
SCHEDULE.
EROSION CONTROL/WATER QUALITY NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING AN EROSION CONTROL
PLAN AT THE TIME OF PRE -CONSTRUCTION CONFERENCE. THE PROPOSED EROSION
CONTROL PLAN SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CRITERIA SET FORTH
IN THE FDOT STANDARD SPECIFICATIONS FOR ROADS AND FDEP LAND DEVELOPMENT
MANUAL SHALL BE SUBJECT TO APPROVAL BY LOCAL GOVERNMENTS AND WATER
MANAGEMENT DISTRICT HAVING JURISDICTION.
2. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES SHALL BE IN PLACE PRIOR
TO BEGINNING ANY CONSTRUCTION. THEY SHALL BE INSTALLED, ATA MINIMUM, ZO 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.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF ALL TEMPORARY
EROSION CONTROL FEATURES.
4. CONTRACTOR IS TO PROVIDE EROSION/SEDIMENTATION CONTROL TO PREVENT
SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATER WAYS. IN
ADDITION, 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.
5. EXISTING DRAINAGE PATTERNS AND CAPACITIES ARE TO BE PROTECTED AND
MAINTAINED DURING CONSTRUCTION TO ELIMINATE FLOODING AND PONDING WATER ON
PRIVATE PROPERTY. CONTRACTOR TO PROVIDE TEMPORARY DRAINAGE MEASURES AS
REQUIRED TO MEET THIS REQUIREMENT.
SPECIAL CONDITIONS
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH BELLSOUTH, CABLE TV, F.P.L.
& I.R.C. UTILITY DEPARTMENT FOR SCHEDULING INSTALLATION AND OR INSPECTIONS WITH REGARD
TO THEIR RESPECTIVE SERVICES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPAIR, REINSTALLATION OR
RECONSTRUCTION OF PRIVATELY OWNED ITEMS (MAILBOXES, FENCE, ET. AL.) WITHIN
PROJECT LIMITS. CONTRACTOR SHALL TAKE DUE CARE AS TO NOT ADVERSELY IMPACT
PRIVATE CITIZENS & THEIR ABILITY TO USE SUCH ITEMS.
3. CONTRACTOR SHALL PREPARE & SUBMIT FOR REVIEW A PROJECT MAINTENANCE
OF TRAFFIC PLAN. THIS PLAN SHALL BE PREPARED TO INSURE RESIDENTS & BUSINESS
OWNERS WITHIN THE PROJECT LIMITS SHALL HAVE REASONABLE & CONTINUOUS
ACCESS TO THEIR PROPERTIES DURING THE CONSTRUCTION PHASE.
4. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SHOP DRAWINGS PRIOR TO START OF
CONSTRUCTION.
REVISIONS
NO. TTBY
J.
DESCRIPTION
MDS RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
1 " = 10'
SURVEYED BY: HSBS
DSGN:
FTW
DATE:
04-17--09
DRWN:
MDS
DATE:
06-11-09
CHKD:
LGM
DATE:
06-15-09
QA/QC:
FTW
DATE:
06-15-09
MINIMUM STANDARDS
1. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMEN I° BARRIERS
AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHAL I,, BE
CONSTRUCTED AS A FIRST STEP IN LAND -DISTURBING 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 SEDIMENT
BARRIERS 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• DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE
STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF SOIL STOCKPILES ON SITE AS WELL AS
SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5• A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON
DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED.
PERMANENT VEGETATION SHALL BE CONSIDERED ESTABLISHED
UNTIL A GROUND (OVER IS ACHIEVED THAT, IN THE OPINION OF THE
REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL
INHIBIT EROSION.
6• STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES
SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
7. 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 ACCOMMODATE THE ANTICIPATED
SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE
OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE
SERVED BY THE BASIN.
8• AFTER SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL
BE INSPECTED FOR INTEGRITY. DAMAGED DEVICES SHALL HE
CORRECTED BY THE CONTRACTOR IMMEDIATELY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME (DR SLOPE DRAIN STRUCTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE
OR OTHER PROTECTION SHALL BE PROVIDED.
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN
SYSTEM, DITCH OR CHANNEL. ALL STORM WATER INLETS THAT ARE
MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRS -f BEING FILTERED OR OTHER WISE TREATED TO REMOVE
SEDIMENT.
12. 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) RESTABUIZATION SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THESE REGULATIONS.
13. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE.
WHERE SEDIMEN-f IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE
WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY
AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE
ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT
CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY
AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION
SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER
LAND -DISTURBING ACTIVITIES.
14. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR
AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE
OPINION OF THE PROJECT ENGINEER. DISTURBED SOIL AREAS RESULTING FROM
THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
15. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES
SHALL BE PROTECTED FROM SEDIMENT DEPOSITION AND EROSION.
16. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN
INDEX Nos. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
17. PERIODIC INSPECTION AND MAINTENANCE OF SEDIMENT CONTROL STRUCTURES MUST
BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE OWNER AND
CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR SEDIMENT LEAVING THE
PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE
END OF EACH WORKING DAY.
NEEL-SCHAFFER
SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
CONSTRUCTION IN STREETS, ROAD RIGHTS-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 RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS,
MULCH OR SOLID SOD, AS STATED ON THE PLANS.
4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING
JURISDICTION.
5. THE CONTRACTOR SHALL COMPLY WITH RULES AND REGULATIONS OF THE STATE, COUNTY
AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC
STREETS OR HIGHWAYS.
6. TRAFFIC CONTROL ON COUNTY AND STATE HIGHWAY RIGHTS-OF-WAY SHALL MEET THE
REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA)
AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION.
7. 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.
8. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING
CONSTRUCTION.
9. DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
BEFORE COMMENCING WORK.
10. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
11. THE CONTRACTOR SHALL CONTACT ALL IMPACTED UTILITIES AT LEAST 48 HOURS IN ADVANCE
OF CONSTRUCTION OPERATIONS.
12. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF
THE ENGINEER AND THE APPROPRIATE GOVERNMENTAL ENTITY.
13. ALL MUCK OR OTHER SUCH UNSUITABLE MATERIAL ENCOUNTERED WITHIN ROAD RIGHTS-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 AS DIRECTED BY OWNER
OR OWNER'S ENGINEER.
GENERAL NOTES
GEORGE STREET DITCH
SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA
FRANK T. WATANABE, P.E.
FL. REG. NO. 66735
WORKING NUMBER:
N S.07600.00 e1
SHEET NUMBER:
C-2
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X (OO \ ° CONCRETE PADS _ {
RIP -RAP `-, 0' ��
RCP \ (APPROXIMATE LOCATION) B.S.B
REMOV58 L.F. 43" x 70".
�0 AND REPLACE WITH \ STA 1+30.02 6.48' LT) 6,
/ \
56 L.F. TWO (2) 43 x 68 E \ CONNECT 18' CMP pC STOCKADE FENCE
" "RC C-)� \ INV. 1_5.11 0 °'-
' SAW CUT PAVEMENT AND \ ���� N �yF ��i 6' DRAINAG�TY EASEMENT
/ 5 TA 1+00 CENTER LINE GEORGE ST. HEDGES �
0� x`_ TRANSITION TO EXISTING 10 0' =STA 1+00 CONTROL LIN "
top of bank / ROADa 10 Xti top of bank 2� 0 00 sTocKAOE FE
NCE
/ \ HEDGES.. _ _ ......
/�rz
1t' 0 5 X2.5'Xti 0 x,,,. �� i < f' 6> • v' i\'
I. 9 W H OUT / XI -
00. / �a i / \
1 " MP 5' EEP j
8 c / RIP RAP ,\' / ` MpACTANDGRADEW,ITH x`�''•\.'
\ 5; �. O'INVp13.55 X FILL, CO' _
w T/�.@+69. INV. 15.00 5 �- , 1 / / \ / wns D Jui
S ALL ,rNJ / \ 9 i�
UT
HE D L +31.30 SOD O TOP OF DITCH AREA \,, AREA x4•t
A X \
W SHED
INV. 15.31 1 1+25.47 / N
E
L - k / E
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o / = toe � '�
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N' 9 6 0+
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�� _ / _ ` iO i" f . /'� Uu'P,SH€D L
N \
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�5• - -- - ---- -� \ `b \ - k -
---toe h• /
1 18' C k
2.5'x2.5' INV.= 4.4\`J: ,, /
WASH OUT /' i` s . / /' WAS, 'D OUT
xx
18" CMP WA DEEP J tO E,.. ;-� '� / �. ARA 'X4
O �J..;f '�' O:.
INV. -15.86 \ . �
\,DE
oe
STA 0+69.77, xMANi ``
/ /
INV 15.31
z o \ i \
o• T � , � � J-` FILL, COMPACT AND GRADE WITH
0 \ �0' `°f SOD ON TtSP OF DITCHAR
1 x ° x / ' f
g \ / +25.47 \ `
xN \ \STA 1
/ 89/ 5 `.2",00,
i / fKv.15:00 /` f L_
L
/ / �• `
\ 0
J L -�r -
NAIL FD. „........
,xg PK FI�J `IONBO� � �._._.,...... 1.
�0' / top of bank
t0D Of x REMOVE AND DISCARD 6' DRAINAGE/UTILITY EASEMENT
\
EXISTING HEADWALL 0• / A N N oHE
- \ xti / STA 1+29.20(8.10' RT -
\ 9� / CONNECT 18" CMP l�' d .... Cro
DEMO EXISTING x INV 1'4.41 d °H rn 0
° e 'd. � � CONCRETE POOL °
ASPHALT ELEV.-20.22 MB / X� a ° d ° EQUIPMENT PAD 6"
23.24
SAW CUT PAVEMENT / 4 °d . c�nG�ETea /C & dPUMP PAD d g
AND TRANSITION TO I I ° d °°
25
v
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�
EXISTING ROAD
Cl)
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PROPOSED CONCRETE
JO
CIO
CAP
.4
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EXISTING GROUND
20
0
Z
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NOTE: HOUSE AND DECK
w
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0
n
DETAILS ON THIS LOT4
° d
d COVERED
CONCRETE
ARE BASED ON A SURVEY °
Q PORCH
3
PERFORMED & PROVIDED d
a..
i
BY SMITH SURVEYING &
e ° ` d
d
O.
MAPPING, INC.
-
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JOB #03-0856 °.
12" ADS
O
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INV.=18.55
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BLOCK 180°
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(VACANT)
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RESIDENCE
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(APPROXIMATE) .
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FF. 235
°
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..
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18" CMP REMOVE
AND REPLACE
NV.=18.2 EXISTING
rl1
HEADWALL
0
°
a d . d - dye, A a
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X (OO \ ° CONCRETE PADS _ {
RIP -RAP `-, 0' ��
RCP \ (APPROXIMATE LOCATION) B.S.B
REMOV58 L.F. 43" x 70".
�0 AND REPLACE WITH \ STA 1+30.02 6.48' LT) 6,
/ \
56 L.F. TWO (2) 43 x 68 E \ CONNECT 18' CMP pC STOCKADE FENCE
" "RC C-)� \ INV. 1_5.11 0 °'-
' SAW CUT PAVEMENT AND \ ���� N �yF ��i 6' DRAINAG�TY EASEMENT
/ 5 TA 1+00 CENTER LINE GEORGE ST. HEDGES �
0� x`_ TRANSITION TO EXISTING 10 0' =STA 1+00 CONTROL LIN "
top of bank / ROADa 10 Xti top of bank 2� 0 00 sTocKAOE FE
NCE
/ \ HEDGES.. _ _ ......
/�rz
1t' 0 5 X2.5'Xti 0 x,,,. �� i < f' 6> • v' i\'
I. 9 W H OUT / XI -
00. / �a i / \
1 " MP 5' EEP j
8 c / RIP RAP ,\' / ` MpACTANDGRADEW,ITH x`�''•\.'
\ 5; �. O'INVp13.55 X FILL, CO' _
w T/�.@+69. INV. 15.00 5 �- , 1 / / \ / wns D Jui
S ALL ,rNJ / \ 9 i�
UT
HE D L +31.30 SOD O TOP OF DITCH AREA \,, AREA x4•t
A X \
W SHED
INV. 15.31 1 1+25.47 / N
E
L - k / E
L
V
N
0 x
X
1
HEADWALL /
Q �, e
-toe -
o / = toe � '�
� 5
Q =
t a
r f'
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x70"n C.P. /' 00 / \ 5. \ \
N' 9 6 0+
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J+50 NV.=15.31 x C6NTROL LINE 'A" 6 \ /
�� _ / _ ` iO i" f . /'� Uu'P,SH€D L
N \
O - - - - - - - / i N� _ k i
�5• - -- - ---- -� \ `b \ - k -
---toe h• /
1 18' C k
2.5'x2.5' INV.= 4.4\`J: ,, /
WASH OUT /' i` s . / /' WAS, 'D OUT
xx
18" CMP WA DEEP J tO E,.. ;-� '� / �. ARA 'X4
O �J..;f '�' O:.
INV. -15.86 \ . �
\,DE
oe
STA 0+69.77, xMANi ``
/ /
INV 15.31
z o \ i \
o• T � , � � J-` FILL, COMPACT AND GRADE WITH
0 \ �0' `°f SOD ON TtSP OF DITCHAR
1 x ° x / ' f
g \ / +25.47 \ `
xN \ \STA 1
/ 89/ 5 `.2",00,
i / fKv.15:00 /` f L_
L
/ / �• `
\ 0
J L -�r -
NAIL FD. „........
,xg PK FI�J `IONBO� � �._._.,...... 1.
�0' / top of bank
t0D Of x REMOVE AND DISCARD 6' DRAINAGE/UTILITY EASEMENT
\
EXISTING HEADWALL 0• / A N N oHE
- \ xti / STA 1+29.20(8.10' RT -
\ 9� / CONNECT 18" CMP l�' d .... Cro
DEMO EXISTING x INV 1'4.41 d °H rn 0
° e 'd. � � CONCRETE POOL °
ASPHALT ELEV.-20.22 MB / X� a ° d ° EQUIPMENT PAD 6"
23.24
SAW CUT PAVEMENT / 4 °d . c�nG�ETea /C & dPUMP PAD d g
AND TRANSITION TO I I ° d °°
25
15
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v
W
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EXISTING ROAD
Cl)
J
PROPOSED CONCRETE
JO
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CAP
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Z
EXISTING GROUND
20
0
Z
15
`IX
co
(a
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NOTICE TO DRAWING HOLDER
"ALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SITS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMEN,TIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICQ TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERREER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED
THE OWNfSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
ON EXTEI`, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
DRAWING REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
,S THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
BEAT W3 ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
HARMLE
INCLUD
EXISTING 43"X70" RCP
TO BE REMOVED
FDOT TYPE
JUNCTION BOX
1+00
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
W
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JO
W
.4
Z
nj
Z
0
Z
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0
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NOTICE TO DRAWING HOLDER
"ALE THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SITS, THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMEN,TIONS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICQ TO AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERREER FOR USE ON THIS PROJECT ONLY, THIS DRAWING SHOULD NOT BE USED
THE OWNfSIONS OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
ON EXTEI`, WITHOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
DRAWING REUSER'S SOLE RISK AND THE REUSER SHALL INDEMNIFY AND HOLD
,S THE ENGINEER FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES,
BEAT W3 ATTORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
HARMLE
INCLUD
EXISTING 43"X70" RCP
TO BE REMOVED
FDOT TYPE
JUNCTION BOX
1+00
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
N0. DATE BY
1.
6-11-09 MDS
w
0
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
1.0'
HEADWALL
PIPE DITCH AND
• FILL IN AREA
/ 1
ti
\,€ N REMOVE AND REPLACE
EXISTING SEAWALL
_ STA. 2+51.30 (5.21' LT)
O
O
0�0 �
k 60" CMP
V.=13.14
Lid
STA: 2+51.30
INV. 13.14
O REMOVE AND DISCARD
' 6
O 35 L.F. 60" CMP
0•
U-I2EMOVE AND REPLACE
EXISTING SEAWALL
STA. 2+51.30 ( 5.21' RT )
t INSTALL 120 L.F.
52"x77" CMP
1' WITNESS
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
HEADWALL
EXISTING CANAL
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE: 1"= 10'
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN: MDS DATE: 06-11-09
CHKD: LGM DATE: 06-15-09
QAIQC: FTW DATE: 06-15-09
2+00
-- COMPACTED FILL
1:10 HORIZONTAL
1:5 VERTICAL
Report of Survey: (Ditch)
*TYPE OF SURVEY: TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905
1717 INDIAN RIVER BLVD. SUITE 101
VERO BEACH, FLORIDA
32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.L.S. #4490
E LAND
T THE EXPECTED USE H , AS CLASSIFIED ASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT
IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF
THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER
61,317-6, FLORIDA ADMINISTRATIVE CODE.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
THE LAST DATE OF FIELD WORK WAS: 9/30/08
* THE BEARING BASE FOR THIS SURVEY IS: N00°04'45"W, ASSUMED ALONG
THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON.
(NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".)
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENT.;,
EXCEPT AS SHOWN.
_ * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-Wn S
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
_ * THE PARCEL OF LAN`, SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X'
PER FLOOD INSURANCE RATE MAP #12061 C0078 E, DATED MAY 4th., 1989
* THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED
BENCH CIRCUIT TO A F,I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL
_ 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE
OVER COLLIER WATERWAY, ELEV.= 25.07)
ON-SITE BENCHMARK AS SHOWN.
Legend & Abbreviations: (symbols not scaleable for size)
PLS - PROFESSIONAL LAND SURVEYOR - WOOD UTILITY POLE
PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE
LB - LAND SURVEYING BUSINESS ® - CABLE T.V.
. OX
& - CENTERLINE
-- - E/P - EDGE OF PAVEMENT O - WELL
B. M. - BENCHMARK ® - WATER METER
O - IRON ROD & CAP LB 6905 FD. ® - SEPTIC TANK
FD - FOUND - MITERED END SECTION (MES)
P
PLAT VALUE - DRAINAGE
(M) - MEASURED VALUE MB - MAIL BOX
F. F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC
'I
CABBAGE PALM - OAK - CITRUS
LEGEND
7i SURFACE WATER IMPACT (Area = 0.08 Ac)
REMOVE EXISTING CABBAGE PALM
PROPOSED SILT FENCE
EXISTING PAVEMENT TO BE REMOVED AND REPLACED
BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE -
- -- EXISTING ROAD ELEVATION).
NOT
EXISTING CANAL
-_ 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES
I/
PLAT OF SURVEY FOR: A��
EXISTING 60" CMP A TOPOGRAPHIC SURVEY OF A PORTION THE 30'
EXISTING SEAWALL I n
DRAINAGE R/W ABUTTING LOTS 42 & 43,, BLOCK 176,
TO BE REMOVED SEBASTIAN HIGHLANDS UNIT 8, AS SHOWN ON THE
PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13,
OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA.
HOME OF PELICAN ISLAND
REVISIONS
®° PCERTIFICA7EOFAUTHORIZATION � RS
05
D L'hVX 17171NDMAIMTRBLVD. -SUITE 101
D VEROBEACH, FL. 32960
PH.: (772) 794-1213 FAX: (772) 794-1096
E-MAIL : W905Qabellsouthnet
N0. DATE DESCRIF TION
North
GRAPHIC SCALE
0 5 10
(IN FEET)
1 inch= 10 ft.
TYPE: Topographic
PROJECT# Ditch
DATE: 9/30/08 F.B. PG.
DRAWN BY., S.A.H.
CHECKED BY:
SCALE: 1"=10' SHEET: 1 of 1
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
BY I STUART A. HOUSTON, F.L.S.#4490
.,,® NEEL-SCHAFFEREXISTING CONDITIONS AND PROPOSED IMPROVEMENTS
SOLUTIONS YOU CAN BU/LD UPON -
GEORGE STREET DITCH
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707 SEBA-8TIAN, INDIAN RIVER COUNTY, FLORIDA
T.
FAX: (772) 770-4640 CA00008556 FRANK FL. REG. NOO..66673 BE, P. .
6735
WORKING NUMBER:
N .07600.001
SHEET NUMBER:
C-3
m
Cl)
m
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.4
Z
nj
Z
NO
mO
�H
c+ --E
N0. DATE BY
1.
6-11-09 MDS
w
0
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
1.0'
HEADWALL
PIPE DITCH AND
• FILL IN AREA
/ 1
ti
\,€ N REMOVE AND REPLACE
EXISTING SEAWALL
_ STA. 2+51.30 (5.21' LT)
O
O
0�0 �
k 60" CMP
V.=13.14
Lid
STA: 2+51.30
INV. 13.14
O REMOVE AND DISCARD
' 6
O 35 L.F. 60" CMP
0•
U-I2EMOVE AND REPLACE
EXISTING SEAWALL
STA. 2+51.30 ( 5.21' RT )
t INSTALL 120 L.F.
52"x77" CMP
1' WITNESS
IRRIGATION
SYSTEM
INTAKE
(APPROXIMATE)
HEADWALL
EXISTING CANAL
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE: 1"= 10'
SURVEYED BY: HSBS
DSGN: FTW DATE: 04-17-09
DRWN: MDS DATE: 06-11-09
CHKD: LGM DATE: 06-15-09
QAIQC: FTW DATE: 06-15-09
2+00
-- COMPACTED FILL
1:10 HORIZONTAL
1:5 VERTICAL
Report of Survey: (Ditch)
*TYPE OF SURVEY: TOPOGRAPHIC
* THIS SURVEY PERFORMED BY:
HOUSTON, SCHULKE, BITTLE & STODDARD, INC. L.B. #6905
1717 INDIAN RIVER BLVD. SUITE 101
VERO BEACH, FLORIDA
32960
* PROFESSIONAL SURVEYOR & MAPPER IN RESPONSIBLE CHARGE:
STUART A. HOUSTON, P.L.S. #4490
E LAND
T THE EXPECTED USE H , AS CLASSIFIED ASSIFIED IN THE MINIMUM
TECHNICAL STANDARDS (61G17-6, FAC) IS SUBURBAN. THE MINIMUM
RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT
IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED
GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF THIS ACCURACY
REQUIREMENT.
* THIS SURVEY MEETS OR EXCEEDS ALL APPLICABLE REQUIREMENTS OF
THE MINIMUM TECHNICAL STANDARDS, AS ESTABLISHED IN CHAPTER
61,317-6, FLORIDA ADMINISTRATIVE CODE.
* ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET
AND DECIMAL PARTS THEREOF.
THE LAST DATE OF FIELD WORK WAS: 9/30/08
* THE BEARING BASE FOR THIS SURVEY IS: N00°04'45"W, ASSUMED ALONG
THE CLOF GEORGE STREET, PER THE PLAT, AND SHOWN THEREON.
(NOTE: GEORGE STREET IS PLATTED AS "LANDSDOWNE DRIVE".)
* THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY
UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENT.;,
EXCEPT AS SHOWN.
_ * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-Wn S
OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN.
* NO TITLE OPINION OR GUARANTEE IS EXPRESSED OR IMPLIED.
* UNLESS A COMPARISON IS SHOWN, PLAT VALUES AND MEASURED VALUES
ARE THE SAME.
* LEGAL DESCRIPTION IS AS PROVIDED BY THE CLIENT.
_ * THE PARCEL OF LAN`, SHOWN HEREON APPEARS TO BE IN FLOOD ZONE 'X'
PER FLOOD INSURANCE RATE MAP #12061 C0078 E, DATED MAY 4th., 1989
* THE ELEVATIONS SHOWN HEREON ARE NGVD '29, AND ARE BASED ON A CLOSED
BENCH CIRCUIT TO A F,I.R.M. BENCHMARK. (REFERENCE MARK 26, F.I.R.M. PANEL
_ 0078, - CHISELED SQUARE ON THE SOUTHWEST CORNER OF ENGLAR AVE. BRIDGE
OVER COLLIER WATERWAY, ELEV.= 25.07)
ON-SITE BENCHMARK AS SHOWN.
Legend & Abbreviations: (symbols not scaleable for size)
PLS - PROFESSIONAL LAND SURVEYOR - WOOD UTILITY POLE
PSM - PROFESSIONAL SURVEYOR & MAPPER ® - TELEPHONE SERVICE
LB - LAND SURVEYING BUSINESS ® - CABLE T.V.
. OX
& - CENTERLINE
-- - E/P - EDGE OF PAVEMENT O - WELL
B. M. - BENCHMARK ® - WATER METER
O - IRON ROD & CAP LB 6905 FD. ® - SEPTIC TANK
FD - FOUND - MITERED END SECTION (MES)
P
PLAT VALUE - DRAINAGE
(M) - MEASURED VALUE MB - MAIL BOX
F. F. - FINISH FLOOR OHE - OVERHEAD ELECTRIC
'I
CABBAGE PALM - OAK - CITRUS
LEGEND
7i SURFACE WATER IMPACT (Area = 0.08 Ac)
REMOVE EXISTING CABBAGE PALM
PROPOSED SILT FENCE
EXISTING PAVEMENT TO BE REMOVED AND REPLACED
BY STRUCTURAL CONCRETE CAP (FROM TOP OF PIPE -
- -- EXISTING ROAD ELEVATION).
NOT
EXISTING CANAL
-_ 1. NO MITIGATION IS REQUIRED FOR THE IMPACTS TO UPLAND EXCAVATED DITCHES
I/
PLAT OF SURVEY FOR: A��
EXISTING 60" CMP A TOPOGRAPHIC SURVEY OF A PORTION THE 30'
EXISTING SEAWALL I n
DRAINAGE R/W ABUTTING LOTS 42 & 43,, BLOCK 176,
TO BE REMOVED SEBASTIAN HIGHLANDS UNIT 8, AS SHOWN ON THE
PLAT THEREOF, RECORDED IN PLAT BOOK 6, PAGE 13,
OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY,
FLORIDA.
HOME OF PELICAN ISLAND
REVISIONS
®° PCERTIFICA7EOFAUTHORIZATION � RS
05
D L'hVX 17171NDMAIMTRBLVD. -SUITE 101
D VEROBEACH, FL. 32960
PH.: (772) 794-1213 FAX: (772) 794-1096
E-MAIL : W905Qabellsouthnet
N0. DATE DESCRIF TION
North
GRAPHIC SCALE
0 5 10
(IN FEET)
1 inch= 10 ft.
TYPE: Topographic
PROJECT# Ditch
DATE: 9/30/08 F.B. PG.
DRAWN BY., S.A.H.
CHECKED BY:
SCALE: 1"=10' SHEET: 1 of 1
THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE
ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR
AND MAPPER NAMED BELOW.
BY I STUART A. HOUSTON, F.L.S.#4490
.,,® NEEL-SCHAFFEREXISTING CONDITIONS AND PROPOSED IMPROVEMENTS
SOLUTIONS YOU CAN BU/LD UPON -
GEORGE STREET DITCH
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707 SEBA-8TIAN, INDIAN RIVER COUNTY, FLORIDA
T.
FAX: (772) 770-4640 CA00008556 FRANK FL. REG. NOO..66673 BE, P. .
6735
WORKING NUMBER:
N .07600.001
SHEET NUMBER:
C-3
UNIFORM CROSS SLOPE TO MATCH
EXISTING AND UNIFORM GRADE PARALLEL
TO ROADWAY TO MATCH ELEVATIONS
AT LIMITS OF WORK
REMOVE EXISTING
PAVEMENT
SAWCUT EXISTING PAVEMENT 12"
TO FORM A SMOOTH AND
STRAIGHT JOINT MATCH NEW
PAVEMENT TO EXISTING
O1Oo 01),
50
a,
REMOVE EXISTING BACKFILL MATERIAL
AND GRADE UNIFORMLY TO RECIEVE 12"
12" MIN. THICK COQUINA BASE COMPACTED
TO 100% OF MAXIMUM DRY DENSITY AASHTO
T-180
EXISTING PAVEMENT I NEW PAVEMENT
01 SAW CUT AND BUTT JOINT
SCALE: N.T.S.
I Type A Or B Riser
—
2 Additional Bars A
1
® 5" 0. C.
0
Perpendicular Bars A
a`
(See Section A—A)
LU
NL
c
.+
c d
-
3-6" ( yp•)
I�
ro
_
At Openin
(See Note)
2—#7's Each
a I
Placed On To 0
Bars A And B At 45'
o a°
o
Parallel Bars B (See Section A—
Shear Key
o TOP SLAB REINFORCIN(
U.
V
a` o
m
D ad;
W
cO
wi!I be permitted subject to the
" Corners For
6 Rectangular Risers)
F
c
2
m+L
Shear Key
1
Optional Shear Ka.1\
m—
o m°
%
mo
ars A
f S-6"
'io
tt�
0 N
Index No. 201.
4r0"
� c
thickness and reinforcement are for either reinforced cast—In- place
to facilitate connections between the structure walls and storm sewer pipes.
12.
Structures with depths over 14' are to be checked for floatation by designer of
jo`
c
g•
Bars
B_�
mm
0.2
u:6Wr €IE
shall be straight embedment.
when these units will not cause or increase the severity a utility mnfllets. Such STRUCTURE BOTTOMS
be furnished at no additional cost to the Department. Larger
placed
4. Top and floor slab thickness and reinforcement are for precast and cast in y
c
larger units shall
Alternate A units cannot replace Alternate B units without approval of the TG AND
Engineer. This note applies to this Index only. r
m
precast circular units manufactured under ASTM C-76 or ASTM C-478, Horizontal
s{eel in rectangular structures shall be lapped a minimum of 24 bar diameters
used in lieu of Class — and Class -- concrete in precast items manufactured
the 'Standard Operating Procedures' for the
oa M
In
N
1n plants which are under
inspection of precast drainage products.
details see Index No. 201.
5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire
m
m�
fabric, either smooth or deformed.
m
r5ale
#5 Hoop Bar
/#4 Hoop Bar
J
Reference Axis
STEEL DIAGRAM
#4®12"uW
(Horizontal tsars
—Continuous
Around'.R
Corners Foi m
Rectangular Risersf
a
2—Extra # 4'; m
m
Each Side Ana
Above Opening o
0
#4' @ 12" 0.;. m
'Each Way $
Bars A Short
(See Section
2 Additional Bo
® 5" Max. 0. C
Side Of Openinc
MATCH EXISTING PAVEMENT
THICKNESS OR CONSTRUCT 1-y2"
MIN. COMPACTED THICKNESS D.O.T.
TYPE SP -12.5 ASPHALTIC CONCRETE
SURFACE; PRIME COAT ALL SURFACES
AND EDGES PRIOR TO SURFACING
1" MINIMUM TYPE SP-9.5(2ND LIFT)
1 1/2" MINIMUM TYPE SP -12.5
COQUINA BASE 8" MINIMUM
THICKNESS COMPACTED TO 98%
OF MAXIMUM DENSITY PER AASHTO.
12" STABILIZED SUBGRADE (FBV 50)
(98% COMPACTION AASHTO T-180)
FILL COMPACTED TO
98% MAX/ DENSITY
2— #5 Hoop Bars
,2 Lap Splices Permitted)
B
J
2 Additional Bars A
®5"0. C.
Bars B Long Way
(See Section B—B)
TOP SLAB REINFORCING STEEL DIAGRAM o
W
Top Slab Reinforctngz,.
Supplemental Bar A Or B
`mom
G
J
0
,2
m
a`
m
`o
LU
NL
c
.+
c d
-
3-6" ( yp•)
Horizontal Wall Reinforcing
m
At Openin
(See Note)
o
#4 ®12" BW
(Horizontal Bars
t;
cN
o a°
o
a
a
Shear Key
10' Draf
Continuous Around
m
o m
0
Bars
A\
wi!I be permitted subject to the
" Corners For
6 Rectangular Risers)
F
c
2
Bai
Shear Key
1
Optional Shear Ka.1\
m—
are
3"
Top Slab Reinforctngz,.
Supplemental Bar A Or B
`mom
--
Vertical Wall Reinforcing
0
° ALTERNATE A
(See Table)
m
`o
LU
NL
DATE:
m
W O
(tro Reinforcin
Horizontal Wall Reinforcing
v C
At Openin
(See Note)
(See Table)
a
Wall Reinforcin
g"
m
Shear Key
10' Draf
r c
Top Slab Reinforctngz,.
Supplemental Bar A Or B
m
m
Bars A� Bars B
c
W
m—
Y
a
° ALTERNATE A
AT TOP SLAB
m ALTERNATE B
SECTION B -B
LU
NL
DATE:
F° SECTION A -A
o
m
v NOTE: Provide extra reinforcing each side of each opening
DATE:
3 "
* NOTE: When the inside diameter of a round structure is
^, Optional Shear K 14"
Wall Reinforcin
not more than 1'-6" larger than the opening in
the riser or top slab, the top of the structure
Shear Key
10' Draf
or riser shall be constructed according to the
"Special Top Slab" details on this sheet.
maximum spacing as removed by the opening.
NOTE: Variations in shear koy dimensions
wi!I be permitted subject to the
1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6.
battoms
Engineers approval.
10' Dra
square (Alt. B) are designated Type P. Larger standard structure
designated Type J. Risers are permitted for all structures.
Shear Key
1
Optional Shear Ka.1\
m—
are
3"
C
C-
�Y
� AT BOTTOM SLAB
o
�� I Bottom Slab Relnforcln
SLAB TO WALL DETAILS Faq PRECAST ALTERNATE WITH 8" WALLS
#4 Ties ® 12" O.C.
#5 Peripheral
Reinforcement
Wall Reinforcing
9— # 4 Ties ® 12" 0. C, Rotate* 4 Bars As Required
(See Section) To Maintain Cover
#5 Peripheral
Reinforcr lent
L J
m
Bars A Bars B
DATE:
Bars A� Bars B
SECTION C—C
Y
° ALTERNATE A
€
m ALTERNATE B
SECTION B -B
SPECIAL TOP SLAB'
DATE:
F° SECTION A -A
o
m
v NOTE: Provide extra reinforcing each side of each opening
DATE:
o
* NOTE: When the inside diameter of a round structure is
uI"
at 3" maximum spacing equal to half the area of vertical
not more than 1'-6" larger than the opening in
the riser or top slab, the top of the structure
reinforcment removed by the opening and provide the
some area of reinforcment above each opening at 3"
or riser shall be constructed according to the
"Special Top Slab" details on this sheet.
maximum spacing as removed by the opening.
GENERAL NOTES
1. Standard structure bottoms 4'-0" diameter and smaller (Alt. A) and 3'-6" 6.
battoms
Structure bottoms may be used in conjunction with curb inlet 10.
tops Types 1, 2, 3, 4, 5, 6, 9, and 10, and any manhole or junction box unless
The corner fillets shown are necessary for rectangular structures used with circular
risers and inlet throats and used on skew with rectangular risers, inlet and inlet
be in lieu of the bottom slab of the Alt. Ei rlser when
square (Alt. B) are designated Type P. Larger standard structure
designated Type J. Risers are permitted for all structures.
otherwise shown in the plans or other standard drawings. Alt. B structure
bottoms be used in conjunction with curb inlet Types 7 & 8, or
throats. Fillets will required
used with the Alt. A box. Each fillet shall be reinforced with 2—//5 barn.
are
may
any ditch bottom inlet unless otherwise shown in the plans or other standard
2. Walls of circular structures (Alternate A) constructed in place may be
non—reinforced concrete or brick or reinforced concrete. Precast and
awi
drngs.
11.
Inlet throats, riser or manhole tops shall be secured to structures aK shown on
of
rectangular structures (Alternate B) shall be constructed of reinforced
Index No. 201.
concrete only. 7.
Rectangular structures may be rotated as directed by the Engineer in order
thickness and reinforcement are for either reinforced cast—In- place
to facilitate connections between the structure walls and storm sewer pipes.
12.
Structures with depths over 14' are to be checked for floatation by designer of
3. Wall
concrete units except that precast circular units may be furnished
project drainage.
or precast
with walls in accordance with either A.S.T.M. 0-478 (up to 96 diameter) 8.
Except when ACI hooks are specifically required, reinforcement top and slab
13.
Units larger than specified standard may be substituted at the contractors option
or A.S.T.M. C-76, Class ---, B Wall, modified where the elliptical steel cage
area is in the center one—third of the wall.
shall be straight embedment.
when these units will not cause or increase the severity a utility mnfllets. Such STRUCTURE BOTTOMS
be furnished at no additional cost to the Department. Larger
placed
4. Top and floor slab thickness and reinforcement are for precast and cast in y
All steel bars shall hav6}" minimum cover unless otherwise shown except for
larger units shall
Alternate A units cannot replace Alternate B units without approval of the TG AND
Engineer. This note applies to this Index only. r
place construction. Top and floor slabs shall be of Class --
concrete. Concrete as specified in A.S.T.M. C-478 (4000 psi) may be
precast circular units manufactured under ASTM C-76 or ASTM C-478, Horizontal
s{eel in rectangular structures shall be lapped a minimum of 24 bar diameters
used in lieu of Class — and Class -- concrete in precast items manufactured
the 'Standard Operating Procedures' for the
at corners. 14.
For manhole and junction box tops, for frames and covers, and, for supplementary
1n plants which are under
inspection of precast drainage products.
details see Index No. 201.
5. All reinforcement shall be A.S.T.M. A615, Grade 60 or 65 KSI welded wire
fabric, either smooth or deformed.
TYPE 'P' AND 'J' STRUCTURE BOTTOM
REFER TO FDOT INDEX NO. 200 NTS
03 TYPE 'P'AN D 'J' STRUCTURE BOTTOM (FDOT INDEX 200
CD -1 SCALE: N.T.S.
NOTICE TO DRAWING HOLDER
THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT 'SCAL'-IE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, "'S PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIb AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED T(' %R USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER F,,S OF THIS PROJECT OR ON ANY OTHER PROJECT. ANY REUSE OF THIS
ON EXTENSIC i tiOUT WRITTEN VERIFICATION OR ADAPTION BY THE ENGINEER, SHALL
DRAWING, Vuft'INDEMNIFYTHE REUSER SHALL
'" "ENGINEER FROM ALSER'S SOLE RISK L
CLAIMS, DAMAGES, LOSSES AND EXPENSES,
BE AT WE RV "ORNEY'S FEES ARISING OUT OF OR RESULTING THEREFROM.
HARMLESS
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800433,214-7-70-
SUNSHINE
-800-32-4-774
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
NO. I DA -_
,F
6-1' E
BY
1. 0
09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
DRAWING INFORMATION
FILENAME: GEORGE ST. DITCH
SCALE:
SURVEYED BY: HSBS
DSGN:
FTW
DATE:
04-17-09
DRWN:
MDS
DATE:
06-11-09
CHKD:
LGM
DATE:
06-15-09
QNQC:
FTW
DATE:
06-15-09
NEEL-SCHAFFER
44M
SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
NEW HOT PATCH ASPHALT TO BE SAME TYPE OF
MATERIAL AS EXISTED AT THE TIME OF REMOVAL.
EXISTING SURFACE AND BASE TO
�
BE CUT WITH CONCRETE SAW.
EXISTING
ASPHALT
1 IN. 8" MIN.
MIN.
REPLACEMENT BASE MATERIAL SHALL BE 3000
PSI HIGH EARLY STRENGTH CONCRETE.
EXISTING BASE 3'-0" /�1'-6"
1'-6'/\/ TRENCH WIDTH
TRENCH WALL
DIA. _ �� BACKFILL TRENCH WITH SUITABLE MATERIAL AND TAMP
ARIES ���� MATERIAL IN LAYERS NOT TO EXCEED 6" IN ACCORDANCE
UTILITY PIPE , \ ���j� W/ THE SPECIFICATIONS. (95% MAX. PER. AASHTO T-180).
UNDISTURBED EARTH -7.7�,/A�
12" 112"
MAX MAX
NOTES:
THE CONTRACTOR SHALL PROMPTLY FILL OPEN -CUT TO ALLOW TRAFFIC
TO PASS FREELY AND SAFELY. IF PERMANENT RESTORATION IS TO BE DEFERRED.
THE CONTRACTOR SHALL MAINTAIN THE TEMPORARY CONDITION TO THE ORANGE
COUNTY ENGINEERING DEPARTMENT SATISFACTION.
02 ASPHALT ROADWAY OPEN CUT DETAIL
CD -1 SCALE: N.T.S. PAVED AREAS
p
MISCELLANEOUS DETAILS
GEORGE STREET DITCH
SESASI IAN, INDIAN RIVER COUNTY, FLORIDA
FRANK T. WATANABE, P.E.
FL. REG. NO. 66735
WORKING NUMBER:
NS.07600.001
SHEET NUMBER:
CD -1
C C _ J 10" 1- 5'
ID or Spad D or Span I
FRONT VIEW
TOP VIEW
2-#4 Bar_ I I I
_
r °
M -
yF__
I -
¢ _ C
N00
6
4" B
Const. Joint Permitted o
U_ See End View o B
(Enlarged)
'(rons�t
Location Reference
(Horizontal Clearance
Measured to this point)
Seo"
End Of Pipe
(See Note 9)
Point A
I
I
I
Const. Joint Permitted
(Keyway & Dowels Required -
Dowels #4 Bars, 18" With
9" Embedment 0 12" Ctrs
For Bar Grade And
E Payment See Note 3.)
END VIEW (ENLARGED)
ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING)
FRONT VIEW
S � Interior
Outside Pipe (Typ.)
Pipe (Typ.)
Location Reference Line
(See Location Control Abov
i
I
TOP VIEW
NORMAL PIPE
X
(X=S. Seca )
cc
FRONT VIEW
TOP VIEW
SKEWED PIPE
END VIEW
1. Position is set by the intersection of the front
slope and Point A where this intersection falls
outside the clearzone.
2. Where the front slope and Point A intersects
inside the clear zone, the endwall is positioned
so the location reference point is at the clear
zone limit. The front slope is transitioned to
the endwall as shown in Index No. 280.
STANDARD
LOCATION CONTROL
LEGEND
or Pipe Skew
S Center To Center Pipe Spacing
X Centerline To Centerline Dimension At Face Of Headwall
ENDWALL POSITIONS FOR SINGLE AND MULTIPLE PIPE AND SPACING FOR MULTIPLE PIPE
01 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2 SCALE: N.T.S.
DATA AND ESTIMATED QUANTITIES FOR ONEENDWALL
GENERAL NOTES
1. Endwall dimensions, locations and positions are for
round and elliptical concrete pipe and for round
and pipe -arch corrugated metal pipe. Round concrete
pipe shown.
2. Front slope and ditch transitions shall be in accordance
with Index No. 280.
3. Endwails may be cast in place or precast concrete.
Reinforcing steel shall be Grades 40 or 60. Additional
reinforcement necessary for handling precast units
shall be determined by the Contractor or the
supplier. Cost of reinforcement shall be included in
the contract unit price for concrete, (endwalls).
4. All exposed corners and edges of concrete are
to be chamfered i" .
5. Concrete meeting the requirements of ASTM C-478
(4000 psi) may be used in lieu of Class I concrete
in precast items manufactured in plants which are
under the Standard Operating Procedures for the
Inspection of precast drainage products.
6. On outfall ditches with side slopes flatter than 141,
provide 20' transitions from the endwall to the flatter
side slopes, right of way permitting.
7. For sodding around endwalls see Index No. 281.
8. Payment for concrete quantities for endwalls
skewed to the pipe shall be made on the following
basis:
Endwali Skew To Pipe Use Tabulated Value
0' to 5' 0'
6' to 15' 15'
16' to 30' 30'
31' or over 45'
9. Pipe length plan quantities shall be based on the
pipe end locations shown in the standard location
control end view, or lengths based on special
endwall locations called for in the plans.
10. Payment for pipe in pipe culverts shall be based
on plan quantities, adjusted for endwall locations
subsequently established by the Engineer.
11. Endwalls to be paid for under the contract unit
price for Class I Concrete (Endwails), CY.
02 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2-) SCALE: N.T.S.
NOTICE T
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCAL THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, NS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIGI AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TCOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER F THIS
THOU T WRITTEN VERIFICATION F THIS PROJECT OR OR ADAPTION BY HE ENGINEER,N ANY OTHER PROJECT. ANY REUSE HALL
ONE,�IENSI INDEMNIFY AND HOLD
IUSER'S D
ENGINEER FROM ALL CLAIMS, DAMAGESTHE REUSER , LOSSES AND EXPENSES,
nD S\�IIN�i-11 TORNEY'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. DA
E BY
1. 06-1
1-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE:
SURVEYED BY: HSSS
ROUND CONCRETE
AND
CORRUGATED METAL PIPE
DRWN: MDS
CORRUGATED METAL PIPE ARCH
PIPE
CHKD. JGM
DATE:
06-15-09
Class - Concrete (CY)
DATE.
06-15-09
Opening Area
Number And Type Of Pipe And Skew Angle Of Pipe
Class - Concrete (CY)
Class
Dimensions
Approx
Approx
Triple Quadruple
Opening Area
(SF)
X
Single
Concret .
Metal
Double
Metal Concrete Metal Concrete Metal
D
D
Number Of Pipes A g C E F G S
(SF)
0°45° 0° 15 30° 45° 0° 15 30° 45° 0° 15 30° 45° 0° 15 30° 45° 0° 15 30° 45
1 2 3 4
0° 15° 30° 45°
2'-8" 3'-0' 3'-8'
0°
1.23
0°
1.24
1.591.74 1.62 1.63 1.68 1.78 1.94 1.96 2.05 2.23 1.99 2.02 2.11 2.30 2.30 2.34 2.47 2.74 2.37212.84
A1.601
15"
15"
1.23 2.46 3.69 4.92 l'-11 ' 1'-2' 4'-0' 1'-10' 1'-2' 0'-6' 2'-7
'
2'-7'
'3-3' 4'-0'
1.56
1.59
1.992.17 2.04 2.06 2.11 2.23 2.43 2.46 2.56 2.79 2.51 2.54 2.65 2.89 2.86 2.91 3.06 3.40 2.96 3.01 3.17 3.53
21
18"
1.77 3.54 5.31 7,08 2'-2" 1'-3' 4'-6' V-11 l'-3" 1'-0'2'-10 2'-10'2'-11
2.41 4.82 7.23 9.64 2'-5" 1'-4' 5'-0' 2'-0" l'-4' 1'-6 3'-2" 3'-2" 3'-3" 3'-8' 4'-6"
1.97
Double
3.57 3.87 3.52 3.56 3.71 4.03 3.97 4.03 4.24 4.69 4.14 4.20 4.43 4.91
24';
21"
1'-4 5'-6' 2'-0" 1'-4 2'-0' 3'-5"
3'-5" 3'-6' 3'-11'+'-10'
2.24
2.29
2.82 2.84 2.91 3.06 2.91 2.93 3.01 3.17 3.39 3.43
Of
24"
27"
3.14 6.28 9.42 12.56 2'-8"
3.98 7.96 11.94 15.92 2'-11 1'-5 6'-0° 2'-1" -1'-5' 2'-6' 3'-10' 3'-10'4'-0' 4'-5' 5'-5"
4'-1 "6'-0"
_-T-2"
2.73
3.26
3.34
4.13 4.16 4.26 4.49 4.28 4.31 4.43 4.67 4.98 5.04 5.25 5.69 5.20 5.27 5.49 5.97 5.84 5.93 6.24 6.91 6.13 6.23 6.56 7..2
36"
30"
4.91 9.82 14.73 19.64 1'-6' 6'-6" 2'-2" I'-6' 3'-0' 4'-3'
-1'-8
4'-3' 4'-5'
5'-10'7'-2"
4.53
4.64
5.73 5.77 5.92 6.23 5.95 6.00 6.15 6.49 6.92 7.00 7.29 7.91 7.25 7.34 7.65 8.33 8.13 8.26 8.69 9.62 8.57 8.71 9.18 10.20
36"
36"
7.07 14.14 21.21 28.28 3'-8" 1'-8' 7'-6' 2'-4" 4'-0' 5'-1"
5'-1' S'-3'
6'-3' 6'-11"8'-6"
6.33
6.49
8.11 8.17 8.39 8.85 8.43 8.50 8.73 9.23 9.90 10.0 10.4 11.3 10.3 10.5 10.9 11.99 11.68 11.8 12.5113.8912.3 12.5213.2 14.73
42"
42"
--§--62 19.24 28.86 38.48 4'-2" 1'-1 "8'-6" 2'-6" 2'-0' 5'-0' 6'-0'
6'-0'
17"
21"
15"
10.7 11.3 10.8 10.9 11.2 11.8 12.6 12.8013.3414.5 13.3 13.51 14.1115.39 14.8 15.1 15.9 17.6 15.8 16.0 16.9 18.90
48"
48"
12.57 25.14 37.71 50.28 4'-8" 2'-1" 9'-6' 2'-9" 2'-0' 6'-0' 6'-9'
6'-9' 7'-0'7'-10 9'-7"
8.15
_
8.38
10.4 10.4
18.7 22.2 2.6 23.9 26.6
54"
54"
15.90 31.80 47.70 63.60 5'-2" 2'-6' 10'-6 3'-2" 2'-3' 7'-0' 7'-8'
7'-8 7'-1 B'-1010'-1
11.71
11.77
15.2 15.3 15.7 16.6 1.11. .--
02 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2-) SCALE: N.T.S.
NOTICE T
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCAL THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, NS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIGI AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TCOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER F THIS
THOU T WRITTEN VERIFICATION F THIS PROJECT OR OR ADAPTION BY HE ENGINEER,N ANY OTHER PROJECT. ANY REUSE HALL
ONE,�IENSI INDEMNIFY AND HOLD
IUSER'S D
ENGINEER FROM ALL CLAIMS, DAMAGESTHE REUSER , LOSSES AND EXPENSES,
nD S\�IIN�i-11 TORNEY'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. DA
E BY
1. 06-1
1-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE:
SURVEYED BY: HSSS
DSGN: FTW
DATE:
04-17-09
DRWN: MDS
CORRUGATED METAL PIPE ARCH
PIPE
CHKD. JGM
DATE:
06-15-09
QAIQC. FTW
DATE.
06-15-09
Class - Concrete (CY)
Class
- Concrete (CY)
Approx
Approx
Opening
Opening Area
DimensionsEquiv.
Number Of
Pipe And Skew Angle Of Pipe
(SF)
(SF)
Rise
Span
Round
Span
Rise
Round
X
Single
Double Triple Quadruple
X
Single
Double
Tri le
Quadruple
Number
Of
Pipe
Span
Rise
Number
Of
Pi e
0 ° 15° 30° 45°
A g C E F Gk3'-5"
0*
0 ° 156 30°
45° 0* 15 30° 45°
0° 15° 30° 45°
3
4
1'-2' 3'-9' 1'-10' 1'-2' 0'-3' 2'-10' 2'-10' 2'-11 3'-3" 4'-0"
1.09
1.45 1.46 1.51 1.60 1.80 1.82 1.91 2.09 2.16 2.20 2.33 2.60
13'
1
1.1
2
2.2
3
3.3
4
4.4
1'-9" 1'-2" 3'-1 "1'-10' 1'-2" 0'-4' 2'-6" 2'-7" 2'-11' 3'-6"
1.16
1.47 1.48 1.52
1.60 1.78 1.80 1.88 2.04
2.09 2.12 2.23 2.48
2.40 2.44 2.57 2.84
17"
21"
13"
15"
15"
18"
17"
21"
15"
1.6
3.2
4.8
6.4
1'-11 ' 1'-2" 4'-3" 1'-10' V-2' 0'-9"'2 -10 2'-11 '3'-3" 4'-0"
' 3'-11' 4'-10
1.33
1.78
1.69 1.70 1.75
2.31 2.33 2.39
1.84 2.04 2.06 2.15 2.33
2.53 2.83 2.87 2.99 3.26
3.36 3.42 3.60 4.01
28"
20"
24"
28"
20"
9.9
11.2
2'-4' 1'-3" 5'-2" 1'-11 1'-3' V-8' S-5" 3'-6'
2'-8' 1'-4'5'-1; 2'-0" 1'-4'2'5 4'-0" 4'-2' 4'-7" 5'-8"
2.34
3.03 3.05 3.14 3.32 3.72 3.77 3.93 4.29
4.40 4.47 4.72 5.25
35"
24"
30"
24"
4.3
8.6
12.9
17.2
2
3'-1" 1'-5"6'-10 2'-1" 1'-5'3'4 4'-9" 4'-9" 4'-11'5'-6" 6'-9"
3.13
4.06 4.09 4.20
4.45 4.99 5.06 5.28 5.76
5.93 6.03 6.36 7.09
42"
29"
36"
42"
42"
29"
5.9
8.4
11.8
16.8
17.7
25.2
23.6
33.6
3'-5" 1'-6" 7'-8' 2'-2' 1'-6' 4'-2' 5'-6" 5'-6" 5'-8' 6'-4" 7'-9"
3.83
5.00 5.04 5.18
5.48 6.16 6.24 6.52 7.12
7.32 7.44 7.86 8.76
49"
57"
33"
38"
48"
49"
33"
5.22
7.16 7.23 7.46 7.96 9.10 9.24 9.70 10.71 11.0 11.2511.9513.46
38"
42.4
3'-10' 1'-7' 8'�' 2'-3' 1'-7' 5'a� 6'-4" 6'-4" 6'-7' 7'-4' 8'-11 '
4.87
6.31 6.36 6.53
6.91 7.74 7.84 8.18 8.93
9.18 9.33 9.85 10.9
38.73'-10'
1'-8' 8'-9
1'-10'9'-84 2'-6"
54"
57"
38"
10.6
21.2
31.8
52.8
4'-3" 1'-8" 9'-6 2'-4" 1'-8"6'--0 7'-1" 7'-1" T-4" 8'-2" 10'-0'
5.88
7.64 7.70 7.91
8.37 9.40 9.52 9.94 10.8
11.1 11.3311.9 13.3
64"
43"
47"
60"
64"
43"
13.2
16.9
26.4
33.8
39.6
50.7
67.6
4'-7' 1'-10' 10'- "2'-6" 2'-0" 6'-1 7'-10 8'-1" 9'-1" 11'-1'
7.80
10.1510.2 10.51
11.1212.4 12.6 13.2214.4
14.8515.1 15.9 17.7
71"
53"
83"
91"
71"
47"
83"
24.8
49.6
74.4
5'-1"
2'-10 T 64 3'-6"
2'-109'-0 11'-4'11'- "11'-9'13'-1'16'-0'
16.46
22.26 2.4 23.1624.6 28.0 28.4 29.8 2.8533.8534.4 6.5 41.0
58"
58"
02 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2-) SCALE: N.T.S.
NOTICE T
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCAL THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, NS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIGI AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TCOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER F THIS
THOU T WRITTEN VERIFICATION F THIS PROJECT OR OR ADAPTION BY HE ENGINEER,N ANY OTHER PROJECT. ANY REUSE HALL
ONE,�IENSI INDEMNIFY AND HOLD
IUSER'S D
ENGINEER FROM ALL CLAIMS, DAMAGESTHE REUSER , LOSSES AND EXPENSES,
nD S\�IIN�i-11 TORNEY'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. DA
E BY
1. 06-1
1-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE:
SURVEYED BY: HSSS
DSGN: FTW
DATE:
04-17-09
DRWN: MDS
CONCRETE ELLIPTICAL
PIPE
CHKD. JGM
DATE:
06-15-09
QAIQC. FTW
DATE.
06-15-09
Class - Concrete (CY)
Approx
Opening
Area
DimensionsEquiv.
Number Of Pipe And Skew Angle Of Pipe
(SF)
Rise
Span
Round
X
Single
Double Triple Quadruple
Pipe
Rise
Span
Number
Of
Pi e A g C E
F G S
0° 15 30° 45°
0
°
0° 15° 30° 45° 0 15 30° 45° 0° 15 30° 45°
2
3
4
1'-2' 3'-9' 1'-10' 1'-2' 0'-3' 2'-10' 2'-10' 2'-11 3'-3" 4'-0"
1.09
1.45 1.46 1.51 1.60 1.80 1.82 1.91 2.09 2.16 2.20 2.33 2.60
12"
18"
15"
18"
12"2.6
3.9
5.2 1'-8"
1'-3' 4' 2 1'-11'
1'-3' 8 3'-5" 3'-5" 3 -6 3'-11' 4'-10'
1.36
1.82 1.84 1.89 2.01 2.29 2.32 2.43 2.68 2.75 2.80 2.97 3.33
14"
23"
24"
14"3.6
V30"
5.4
7.2 1'-10
2'-0"
1'-4' 1'-7 4'-2" 4'-2' 4'-4" 4-105'-11'
1. 9
2.55 2.57 2.65 2.82 3.22 3.27 3.43 3.77 3.88 3.95 4.19 4.70
19"
30"
14"6.6
9.9
2 2'-3" 1'-4' 5'-1
2'-8" 6'-3' 2'-1"
13K66.4
1'-5' 2'-9' 5'-2" 5'-2" 5'-4" 6'-0" 7'-4"
2.84
3.55 3.58 3.69 3.93 4.48 4.54 4.77 5.24 5.39 5.49 5.82 6.53
24"
38"
30"29"
24"10.2
15.3
l'-5'
7'-0 2'-2"
-1'-6' 3'-6" 6'-0" 6'-0' 6'-3" 6'-11' 8'-6"
3.32
4.48 4.52 4.66 4.96 5.64 5.72 6.00 6.60 6.80 6.92 7.34 8.24
29"
45"
36"
42"
14.8
22.23'-1"
1'-6'
1'-7' T-11� 2'-3"
-T--'T 4'-5 T-1" T-1" 7'-4" 8'-2" 10'-0'
4.24
5.76 5.81 6.00 6.39 7.29 7.40 7.76 8.55 8.81 8.97 9.52 10.7
34"
53"
48"
34"
53"
10.2
20.4
30.63'-6"
2'-4"
1'-8' 5'-3' 7'-11 ' 7'-11 '8'-2" 9'-2" 11'-2'
5.22
7.16 7.23 7.46 7.96 9.10 9.24 9.70 10.71 11.0 11.2511.9513.46
38"
60"
38"
60"
12.9
25.8
38.73'-10'
1'-8' 8'-9
1'-10'9'-84 2'-6"
1'-1 5-2 8-10'8'-10 9'-2" 10'-2' 12'-6'
6.63
9.01 9.09 9.38 10.0 11.3 11.5 12.1 13.36 13.7 14.0 14.8 16.73
43"68"
54"
43"
68"
16.6
33.2
49.8
4'-3"
2'-1' 10'-8' 2'-9"
2 -0' 7'-2' 9'-9" 9'-9" 10'-1 '11'-3' 13'-9'
8.66
11.7 11.8512.2213.0214.8'15.0 15.77 17.3 17.9 18.2 19.3 21.7
48"
76"
60"
48"
76"
20.5
41.0
61.5
4'-8"
99.2 2'-6" 11'-7'3'-2"
2'-6 8'-1' 10'- "10'-7'10'-1 1'2'-3' 15'-0'
12.50
16.9 16.9 17.6 188-21..4721.7 22.8 25.1 25.97 6.4 28.0 31.5
53"
83"
91"
66"
72"
53"
83"
24.8
49.6
74.4
5'-1"
2'-10 T 64 3'-6"
2'-109'-0 11'-4'11'- "11'-9'13'-1'16'-0'
16.46
22.26 2.4 23.1624.6 28.0 28.4 29.8 2.8533.8534.4 6.5 41.0
58"
58"
91"
29.5
59.0
88.5
118.05'-6"
02 STRAIGHT CONCRETE ENDWALLS SINGLE AND MULTIPLE PIPE FDOT INDEX 250
CD -2-) SCALE: N.T.S.
NOTICE T
E THESE DRAWINGS. IF ANY DISCREPANCIES OCCUR WITHIN THESE
DO NOT SCAL THE CONTRACTOR SHALL CONTACT NEEL-SCHAFFER, INC. FOR
DOCUMENTS, NS PRIOR TO CONSTRUCTION. NEEL-SCHAFFER, INC., HEREINAFTER
CLARIFICATIGI AS THE ENGINEER HAS PREPARED AND FURNISHED THIS DRAWING TO
REFERRED TCOR USE ON THIS PROJECT ONLY. THIS DRAWING SHOULD NOT BE USED
THE OWNER F THIS
THOU T WRITTEN VERIFICATION F THIS PROJECT OR OR ADAPTION BY HE ENGINEER,N ANY OTHER PROJECT. ANY REUSE HALL
ONE,�IENSI INDEMNIFY AND HOLD
IUSER'S D
ENGINEER FROM ALL CLAIMS, DAMAGESTHE REUSER , LOSSES AND EXPENSES,
nD S\�IIN�i-11 TORNEY'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. DA
E BY
1. 06-1
1-09 MDS
REVISIONS
DESCRIPTION
RESPONSE TO SJRWMD RAI DATED 05-06-09
Note: Use the guidelines of General Note No. 8 for selecting
tabular quantities.
DRAWING INFORMATION
FILENAME: GEORGEST. DITCH
SCALE:
SURVEYED BY: HSSS
DSGN: FTW
DATE:
04-17-09
DRWN: MDS
DATE:
06-11-09
CHKD. JGM
DATE:
06-15-09
QAIQC. FTW
DATE.
06-15-09
FA= NEEL=SCHAFFER
1401L
- SOLUTIONS YOU CAN BUILD UPON
1201 19th Place, Suite A-100 Vero Beach,
Florida 32960 PH: (772) 770-4707
FAX: (772) 770-4640 CA00008556
MISCELLANEOUS DETAILS
GEORGE STREET DITCH
SEBAS 'IAN, INDIAN RIVER COUNTY, FLORIDA
FRANK T" WATAt
FL. REG. NO. 667
E, P. E.
WORKING NUMBER:
NS.07600.001
SHEET NUMBER:
CD -2