HomeMy WebLinkAbout2000 - Preliminary Plat Phases 2 & 35 MASTER IDRAINAGiE PI AN
City of Sebastian
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REVISION DATE
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CONSTRUCTION IN
GENERAL WATER DISTRIBUTION SYSTEM ROAD RIGHTS - OF - WAY and PARKING AREAS
1. THE REQUIREMENTS OF INDIAN RIVER COUNTY SHALL GOVERN ALL UTILITIES WORK WITHIN ITS 1. PVC PIPE 4 TO 12 INCHES IN DIAMETER SHALL BE PER AWWA C900-89 CLASS 150 psi (DR -18). 1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY OTHER AGENCY WHICH
JURISDICTIONAL LIMITS. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL PIPING LESS THAN FOUR INCHES IN DIAMETER SHALL BE PER ASTM D1784 AND D2241, MAY HAVE JURISDICTION.
OR INSTALLATION STANDARD, THE REQUIREMENTS OF THE INDIAN RIVER COUNTY UTILITY PRESSURE CLASS 200 psi (SDR -21) AND APPROVED BY NSF FOR POTABLE WATER USE.
DEPARTMENT SHALL PREVAIL. WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING 2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH FLORIDA DEPARTMENT
JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL 2. DUCTILE IRON PIPE SHALL BE CEMENT - MORTAR LINED, CLASS 50 MECHANICAL OR PUSH -ON JOINT AND OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.
'
2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE," AT ALL TIMES, ONE COPY OF INDIAN RIVER SHALL MEET ALL THE REQUIREMENTS OF THE FOLLOWING ANSI/AWWA C 104/A.21.4; ANSI/AWWAC 111/A 21.11 (FOR RUBBER GASKET JOINTS); ANSI/AWWA C 150/21.50 (FOR THICKNESS DESIGN) 3. ALL AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL RECEIVE GRASS, MULCH OR
COUNTY UTIunm SPECIFICATIONS. ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, AND ANSI/AWWA C 151/A 21.51 (FOR D.I.P. MOLDS). SOLID SOD, AS STATED ON THE PLANS.
SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS.
3. EXISTING UTILITIES SHOWN UPON THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION. 3. FITTINGS FOR P.V.C. PRESSURE PIPE AND D.I.P. SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, 4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY HAVING JURISDICTION.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EXACT LOCATION OF ANY UTILITIES CEMENT MORTAR LINED IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH
WHICH MAY EFFECT THEIR WORK.
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SEWER COLLECTION SYSTEM
1. GRAVITY SEWER PIPE SHALL CONFORM TO ASTM 3034 SDR -35.
`W
2.
2. FORCE MAIN SEWER PIPE SHALL CONFORM TO ASTM, D2241 SDR 21, PR 200.
3. JOINTS FOR PVC SEWER SHALL BE RUBBER GASKET TYPE CONFORMING TO ASTM D3212 AND ASTM F477.
4. ALL PVC SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE UNI -BELL PLASTIC PIPE
ASSOCIATION STANDARD UNI -B-5.
5. ALL SEWER AND FORCE MAINS TO HAVE A MINIMUM COVER OF 3' - 0" UNLESS OTHERWISE NOTED.
6. WHERE SEWER AND WATER MAINS CROSS, AT LEAST 18" VERTICAL CLEARANCE SHALL BE MAINTAINED.
WHERE A SEWER MAIN PARALLELS A WATER MAIN, A SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED.
SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET. THIS REQUIREMENT PERTAINS
TO STORM SEWER AS WELL AS SANITARY SEWER.
7. WHERE A SEWER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 2' VERTICAL SEPARATION
SHALL BE MAINTAINED. SPECIAL PROVISIONS SHALL APPLY WHEN THESE CONDITIONS CANNOT BE MET.
8. UNLESS OTHERWISE NOTED, MANHOLE TOP ELEVATIONS SHALL BE:
PAVED AREA -- FLUSH WITH PAVEMENT
UNPAVED AREA -- 1.0" ABOVE FINISH GRADE MINIMUM
9. AIR RELEASE VALVES SHALL BE INSTALLED AT ALL HIGH POINTS ALONG FORCE MAIN.
10. SERVICE CONNECTIONS SHALL BE 4" FOR SINGLE AND 6" OR LARGER FOR MULTIPLE RESIDENTIAL AND
COMMERCIAL SERVICES. LOCATE EACH SERVICE CONNECTION FROM THE CENTER OF THE DOWNSTREAM MANHOLE AND
RECORD THEIR. LOCATION.
11. INSTALL MAGNETIC MARKERS AT THE END OF EACH SERVICE LINE OR OPPOSITE WYES AND RECORD THEIR LOCATION.
12. THE SEWER COLLECTION SYSTEM SHALL NOT BE PLACED IN SERVICE UNTIL THE SYSTEM HAS BEEN VISUALLY
INSPECTED AND FLUSHED OF SEDIMENT AND DEBRIS.
13. THE SEWER LINES SHALL BE TESTED BY ONE OF THE FOLLOWING METHODS -- WATER INFILTRATION, WATER
EXFILTRATION OR LOW PRESSURE AIR EXFILTRATION AS DIRECTED BY OWNER'S REPRESENTATIVE.
14. FORCE MAIN SEWER PIPE FITTING SHALL BE OF DUCTILE IRON, MECHANICAL JOINT, POLYBOARD COATED
IN ACCORDANCE WITH ANSI 21.4 RATED AT 350 PSI AND SHALL COMPLY WITH ANSI A21.10 AND A21.11.
EROSION CONTROL NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN FULL CONFORMANCE
WITH ALL APPLICABLE SJRWMD PERMITS AND REGULATIONS.
2. ALL EROSION CONTROL DEVICES SHALL BE PER CURRENT FDOT STANDARD
INDEX J102 AND J103.
3. AS A MINIMUM, ALL EROSION CONTROL STRUCTURES SHALL REMAIN IN = ;�
PLACE UNTIL VEGETATIVE COVER IS REESTABLISHED IN THE UPLAND CONTRIBUTING
DRAINAGE AREA.
4. CONTRACTOR SHALL UTILIZE BALED HAY AND OR SILT BARRIERS AS APPROPRIATE
AT ALL CONTROL STRUCTURE AND OUTFALL CULVERT INSTALLATIONS.
5. THROUGHOUT THE CONSTRUCTION OF THE SITE THE CONTRACTOR SHALL UTILIZE
BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TRANSPORT OF SEDIMENTS
INTO PRESERVED WETLANDS AND DOWNSTREAM RECEIVING WATERS.
6. ALL DISTURBED AREAS ABOVE NORMAL WATER LEVELS) UNLESS OTHERWISE
NOTED HEREIN SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS OF FINAL
GRADING. UNLKSS OTHERWISE NOTED, ALL SLOPES STEEPER THAN 4:1 SHALL
BE SODDED
7. CONTRACTOR MAY MODIFY DEWATERING SEDIMENTATION CONTROL PLAN BASED ON
SPECIFIC CONSTRUCTION METHODS. ALL MODIFICATIONS MUST BE APPROVED BY
BOTH THE PROJECT ENGINEER OR HIS ASSIGNED REPRESENTATIVE AND THE
ST. JOHNS RIVER WATER MANAGEMENT DISTRICT.
DESIGN SPEED
1. THE INTERNAL ROADWAY DESIGN SPEED IS 35 mph.
ANSI/AWWA C 110/A21.10 AND C 1 11 /A21.11.
4. INSTALLATIONS OF WATER LINES SHALL BE IN ACCORDANCE WITH ANSI/AWWA C900 (MANUAL M23) FOR
P.V.C. PRESSURE PIPE, AND C 600 FOR DUCTILE IRON PIPE.
5. ALL WATER MAINS TO HAVE MINIMUM COVER OF 36".
6. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE
20' OF EITHER CAST IRON PIPE OR CONCRETE ENCASED PIPE, CENTERED ON THE POINT OF CROSSING.
WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION OF AT LEAST 10' SHOULD BE MAINTAINED
WHERE PRACTICAL THIS REQUIREMENT APPLIES TO SANITARY AND STORM SEWERS, FORCE MAINS AND
REUSE MAINS.
7. WHERE A WATER MAIN IS TO BE INSTALLED BELOW A STORM DRAIN PIPE, A MINIMUM OF 18" VERTICAL
CLEARANCE BETWEEN PIPES SHALL BE MAINTAINED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
8. WHERE WATER LINES CROSS UNDER DRAINAGE PIPES WITH LESS THAN 18 INCHES VERTICAL CLEARANCE,
THE WATER PIPES SHALL BE OF 20' OF CLASS 52 D.I.P. CENTERED ON THE POINT OF CROSSING,
OR CONCRETE ENCASEMENTS.
9. WATER SUPPLY FACILITIES INCLUDING MAINS SHALL BE INSTALLED, CLEANED, DISINFECTED AND
BACTERIOLOGICALLY CLEARED FOR SERVICE, IN ACCORDANCE WITH THE LATEST APPLICABLE AWWA
STANDARDS AND THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION RULES.
10. HYDROSTATIC TESTING (PRESSURE AND LEAKAGE TESTS) SHALL MEET THE REQUIREMENTS OF THE
ANSI/AWWA C 600, OR M23.
11. DISINFECTIONS OF WATER MAINS SHALL COMPLY WITH ANSI/AWWA C 651.
12. DUCTILE IRON PIPE TO BE WRAPPED WITH POLYETHYLENE.
13. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER LINES AND UNRESTRICTED ACCESS REUSE WATER
SHALL BE 5 FEET.
14. ALL SERVICE LINES OF 60' IN LENGTH OR LONGER SHALL BE 1 ".
DESIGNED DRAWN CHECKED FILE NAME
PAW PAW RJM 00-002
DATE SCALE APPROVED FIELD BOOK/PAGE
1
BY 7-20700 1'=100' RJM
�
5. THE CONTRACTOR SHALL COMPLY WITH ALL 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 ALL 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 ALL 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. ANY 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 CONCERNED 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 SLOPES 5:1 OR STEEPER SHALL BE SODDED, ALL OTHER DISTURBED AREAS SHALL BE SEEDED AND MULCHED.
14. 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.
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 any significant rainfall, sediment control structures will
be inspected for integrity. Any damaged devices shall be
corrected 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 sewer 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 otherwise treated to remove
sediment.
12. Before temporary or newly constructed stormwater
conveyance channels are made operational, adequate outlet
protection and any required temporary or permanent channel
lining shall be installed in both the conveyance channel and
receiving channel.
13. Periodic inspection and maintenance of all sediment control
structures must be provided to ensure intended purpose is
accomplished. The Developer, owner, and/or contractor shall
be continually responsible for all sediment leaving the
property. Sediment control measures shall be in working
condition at the end of each working day.
Preliminary Planned Unit Development Plan /Plat
General Notes
COLLIER CLUB SUBDIVISION"
< Phases II & IlI10
)
14. Underground utility lines shall be installed in accordance
with the following standards in addition to other applicable
MINIMUM
STANDARDS
1.
Sediment basins and traps, perimeter dikes, sediment barriers
and other measures intended to trap sediment shall be
constructed as a first step in any land -disturbing activity and
opened at one time.
shall be made functional before upslope land disturbance
takes place.
2.
All sediment control measures are to be adjusted to meet
uphill side of trenches.
field conditions at the time of construction and be
constructed prior to any grading or disturbance of existing
surface material on balance of site. Perimeter sediment
filtered or passed through an approved
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
discharged in a manner that does note
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
property.
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
15.
stabilized or protected with sediment trapping measures.
4
The applicant is responsible for the temporary protection and
public roads, provisions shall be made to minimize the
permanent stabilization of all soil stockpiles on site as well as
soil intentionally transported form the project site. Brevard
County Code Chapter 14 Section 20.17 should be consulted
Where sediment is transported onto a public road surface
for protection of stockpiles from wind.
5.
A permanent vegetative cover shall be established on
denuded areas not otherwise permanently stabilized.
at the end of each day. Sediment shall be removed from the
Permanent vegetation shall not be considered established
until a ground cover is achieved that, in the opinion of the
Reviewer, is uniform, mature enough to survive and will
control disposal area. Street washing shall be allowed only
inhibit erosion.
ik
after sediment is removed in this manner. This provision
DESIGNED DRAWN CHECKED FILE NAME
PAW PAW RJM 00-002
DATE SCALE APPROVED FIELD BOOK/PAGE
1
BY 7-20700 1'=100' RJM
�
5. THE CONTRACTOR SHALL COMPLY WITH ALL 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 ALL 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 ALL 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. ANY 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 CONCERNED 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 SLOPES 5:1 OR STEEPER SHALL BE SODDED, ALL OTHER DISTURBED AREAS SHALL BE SEEDED AND MULCHED.
14. 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.
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 any significant rainfall, sediment control structures will
be inspected for integrity. Any damaged devices shall be
corrected 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 sewer 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 otherwise treated to remove
sediment.
12. Before temporary or newly constructed stormwater
conveyance channels are made operational, adequate outlet
protection and any required temporary or permanent channel
lining shall be installed in both the conveyance channel and
receiving channel.
13. Periodic inspection and maintenance of all sediment control
structures must be provided to ensure intended purpose is
accomplished. The Developer, owner, and/or contractor shall
be continually responsible for all sediment leaving the
property. Sediment control measures shall be in working
condition at the end of each working day.
Preliminary Planned Unit Development Plan /Plat
General Notes
COLLIER CLUB SUBDIVISION"
< Phases II & IlI10
)
14. Underground utility lines shall be installed in accordance
Triad International Consultants, LLC PROJECT NUMBER
2145 14th Avenue, Suite 24 (561) 770-4640 FAX -�02
al Vero Beach, Florida 32960 (561) 770-4707 I
EB No. 0007936 AA No. 0003147 s .E of
Architecture 4 • Engineering _..�.•-_ __-_,.
11
•ng - Environmental Science
J U L 2 0 2000
with the following standards in addition to other applicable
I
r
Triad International Consultants, LLC PROJECT NUMBER
2145 14th Avenue, Suite 24 (561) 770-4640 FAX -�02
al Vero Beach, Florida 32960 (561) 770-4707 I
EB No. 0007936 AA No. 0003147 s .E of
Architecture 4 • Engineering _..�.•-_ __-_,.
11
•ng - Environmental Science
J U L 2 0 2000
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 note
adversely affect flowing streams or off-site
property.
(d) Restabilization shall be accomplished in
accordance with these regulations.
15.
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. ,
16.
All 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 Reviewer. Disturbed soil areas resulting from
the disposition of temporary measures shall be permanently
stabilized to prevent further erosion and sedimentation.
17.
Properties and waterways downstream from construction sites
shall be protected from sediment deposition and erosion.
18.
Phased projects should be cleared in conjunction with
48 HOURS BEFORE DIGGI
CAILL TOU FREE
construction of each phase.
1-800-432-41-70
19.
Erosion control design and construction shall follow the
SuAWONE STATE ONE G!1
requirements in Index Nos. 101, 102, and 103 of FDOT
OF FLOR/M W
Roadway and Traffic Design Standards.
Triad International Consultants, LLC PROJECT NUMBER
2145 14th Avenue, Suite 24 (561) 770-4640 FAX -�02
al Vero Beach, Florida 32960 (561) 770-4707 I
EB No. 0007936 AA No. 0003147 s .E of
Architecture 4 • Engineering _..�.•-_ __-_,.
11
•ng - Environmental Science
J U L 2 0 2000
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°- DESIGNED DRAWN CHECKED FILE NAME
CD Preliminar Punned Unit Develo meat Plan / Plat - PROJECT NUMBER
v p Triad International Consultants, LLC f
PA1N� PAW RJM 00-002
Existing d�ti ns 2145 14th Avenue, Suite 24 (561) 770-4640 FAX
Q s ng Con ,
1. •. � - °� 0 Vero Beach Florida 32960 1770-4707�0� ` •
c, DATE SCALE APPROVED FIELD BOOK/PAGE Ti �, / j (56 ) j E OF.
°Ip
"COLLIER �LUB• SUBDIVISION EB No. 00079 AA No. 0003147
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36
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i DATE SCALE APPROVED FIELD BOOK/PAGE T! / e Vero Beach, Florida 32960 561 770-4707
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Phases J( do X Architecture — Engineering — Environmental ScienceT 6 1
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Lot 180
Lot 189
Lot 182,
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REVISION DATE DESCRIPTION BY
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Phases II & M,:.:') Architecture — Engineering Environmental Science 1
JUL 2 0 NOD
,
• '+ i Lot 291
Lot 238 Lot 300
Lot
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Lot 222
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24 Lot 278 I Lot 265
2.68 ACRES
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Lot 325 t 3 Lot 266
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REVISION DATE
DESCRIPTION BY 7-20-00
T-100' RJM
( Phases II & III )
• '+ i Lot 291
Lot 238 Lot 300
Lot
A , 1 299 I
Lot 290 Lot 301 Lot 298 Lot 254
- Lot 237 /
Lot 289Lot •302 ?+ 4sae't t' E 256.66' _
a 1001
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Lot 236 / \
Tract O / / Lot 288
Lot 303 Lot 305 Lot 306
" \ Lot 235 Lot 256
• t / \ •� / Lot 304
i Lot 287
/ Lot 234 I=
Lot 257
Tract
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Lot . 317
Lot 319 320 321 322 323
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31
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Lot 222
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24 Lot 278 I Lot 265
2.68 ACRES
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Lot 277
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Tract
Key Map
48 HOURS BEFORE DIGGING
GAL T= MW
1-800-02-41 0
- SLNM Mti OW GAL - -
OF FLMd1 AMC
Triad International Consultants, LLC PROJECT NUMBER
2145 14th Avenue, Suite 24 561 770-4640 FAX —002
Vero Beach, Florida 32960 5613 .770-4707
EB No. 0007936' AA No. 0003147 E
Architecture - Engineering Environmental Science 11
L L 2 0 2300
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BOOK 5, PAGE. 14
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DESIGNED
DRAWN CHECKED FILE NAME
Preliminary, Planned Unit Development Plan / Plat
C-1,
PAW RJM 00-002
-
s outPAW
Master Utl�lltyL
rt '
CU
DATE
SCALE APPROVED FIELD BOOK/PAGE
lr
'1!
COLLIER CLUB SUBDIVISION"
r
C -
REVISION DATE
DESCRIPTION BY 7-20-00
T-100' RJM
( Phases II & III )
•
Key Map
48 HOURS BEFORE DIGGING
GAL T= MW
1-800-02-41 0
- SLNM Mti OW GAL - -
OF FLMd1 AMC
Triad International Consultants, LLC PROJECT NUMBER
2145 14th Avenue, Suite 24 561 770-4640 FAX —002
Vero Beach, Florida 32960 5613 .770-4707
EB No. 0007936' AA No. 0003147 E
Architecture - Engineering Environmental Science 11
L L 2 0 2300
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ELS]) GRATE ELEV.CONCRETE_22" BRICK 2'-010'12' ® ENTRANCE 1' OFFSET FROM R.O.W. l1-1/4"6 TYP. ONLY 2' ii7iii FLEXIBLE PAVEMENTZ 5- SIDEWALKOPTIONAL KEY --r s OPTIONAL KEY(LAKE FRONT'LOTS ONLY) 19-1/2" I 19-1/2" (IN LIEU OF DOWM � (IN LIEU OF DOWELS)
MOD. MIAMI CURB I I �-It � -�-- - -�1- 22-1//4" 22-1/4" r �� S-6" OR 4'-0' Y
1" TYPE II ASPHALTIC CONC. ` 29_1 4" 29-1 �4" I BOTTOM OR RISER SEE NOTE 6 BELOW BOTTOM OR RISER NOTES:
/ _
6" COQUINA BASE r SECTION AA SECTION BB 1. PROVIDE 1/8"-1/4" CONTRACTION JOINTS AT CENTERS (MAXIMIUM) AND AT ALL POINTS
TRANSVERSE LONGITUDINAL OF TANGENT OF CURVES WHERE R<20'.
8" STABILIZED SUBGRADE 2. CONCRETE SHALL CONFORM TO F.D.O.T. CLASS 1 CONCRETE.
MIN. F.B.V. So PSI SECTION SECTION NOTES:
3. SEE F.D.O.T. INDEX 300 FOR OTHER NOTES.
NOTE: CUL-DE-SAC RADIUS = 37.5 1. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC.
(7� SUBDIVISION STREETS
t 8 SCALE: N.T.S.
_��-- MODIFIED MIAMI CURB
Ir INLET GRATE
5' 5'
TRANS. ! TRAM'S. EDGE OF CURB
GUTTER FLOW LINE
CURB PLAN -I- TRANSITION
MIAMI CURB INLET TOP
t 8 SCALE: NTS
2"X2"X1/4" GALV. �— L 5,X3" -1/2"X5/16"
WITH 1/2" BOLTS AT iv 'M 4'-8 5/8"
6" O.C.. USE WEDGE _ _ ___ _ / {22 SPACES ® 9/16" 5/16"
ANCHOR WITH 3" MIN. \ fr 23 BARS O 1/4")
EMBEDDED ON CONCRETE '
1
FACE } I
8" A 8" 5" STEEL DECKING.
SECTION CC
n D WEIGHT 630 LBS.
,MAIN BAR 5"X1/4"
o � 'r' INTERMEDIATE BARS L 5"X3-1/2"
"X1/4" RETICULINE'
P A A ,BARS 1-1/4"X3/16"
rr
r
SECTION DD
R. 4'-10"
�- - — -- - 3D VVALL i 6"
1 /2 OF 48" GALV.
MIN. l _
S CORRUGATED STEEL 0 I (+
PIPE (16 GA. WITH
3"X1" CORRUGATIONS) m " I �6" PIA. PVC (NOM.)
ELEVm 16.5
PLAN � STEEL GRATE
TOOL EDGES TO, �; SCH 40 PVC PIPE
_ 4"--10" 6. c,�_a' 6.
I 3/4" RADIUS DECKING 4'-8 5/8"_� 5'-3" PIPE CONNECTION WITH
ELEV: 17.5 i-�
� 24
NPT END
12" --� b-
24-
12"STANDARD RUST RESISTANT
ROOF DRAIN (NPT CONN.)
MIN. OPENING TO EQUAL
8" vI 150% ON AREA OF PVC
ELEV: 17.2 -- 8' h PIPE
-�- a
? CONTROL ORIFICE WITH
CC . o • I DEBRIS STRAINER
w ,z ; ELEV: 16.5 2" "STRAINER DETAIL
NOTE: BOX DEPTH N.T.S.
ELEV: 11.0 I• CONSTRUCTION JOINTS PERMITTED
o `'- r-�, -�� a •I . , 1L - J ` BETWEEN THESE LIMITS -SEE INDEX
N 4 BARS I « NO. 201 FOR MINIMUM DIMENSIONS
ns , •
12" O.C.SECTION AA °° SECTION BB
o NOTES:
1. THESE INLETS MAY BE USED WITH ALT. B
y4 CONTROL STRUCTURE STRUCTURE BOTTOMS.
SCALE: N.T.S.
8
t ,
:
i DESIGNED DRAWN CHECKED FILE NAME
t
C:)
PAW PAW RJM 00-002
I
LO
I r>
DATE SCALE APPROVED FIELD BOOK/PAGE
- a ;
REVISION DATE DESCRIPTION BY
7-20-00 1'=100' RJM
2. INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL.
3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE
F.D.O.T. INDEX NO. 201.
4. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4" MINIMUM COVER UNLESS OTHERWISE SHOWN.
TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE.
5. FOR ALTERNATE B APPLICATIONS, TOP SLAB OPENINGS SHALL BE PLACED SUCH THAT 2 EDGES
OF INLET FRAME WILL BE LOCATED DIRECTLY ABOVE THE BOTTOM.
6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND
RISERS ARE NOT APPLIED, THE TOP SLAB SHALL BE CONSTRUCTED USING F.D.O.T. INDEX
NO. 200 WITH THE SLAB OPENING ADJUSTED TO 24"-36". THE "SPECIAL TOP SLAB" ON F.D.O.T.
INDEX NO. 200 IS NOT PERMITTED.
7. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK.
8. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPENINGS
WILL BE PERMITTED THAT SATISFY AASHTO H=20, LOADING. INLET AND GRATE SHALL BE CLASS
30 CASTINGS IN ACCORDANCE WITH ASTM A 48.
Preliminary Planned Unit Development Plan /Plat
Niscellaneous Details
"CO, LILIER CLUB, SUBDIVISION
( Phases ]I.& II[ )
MODIFIED MIAMI CURB
SCALE: N.T.S.
I
A 48 HOURS BEFORE DIGGING
CAU rare F?ME•
l-&)0-432-41-70
S71JIGAHIWF STArE ONE 04LL
OF FLOR DA MG
- f
PROJECT NUMBER
Triad' International Consultants, LLC
2145 t 14th Avenue, Suite 24 (561) 770_4640 FAX -002
I Vero Beach, Florida 32960 (561) 770-4707
B No.
007936 AA No. 0003147
�.
1 11
Architecture — Engineering — Environmental Science
JUL 2 0 HOO
,