plans and plat for (pl#2011-783) arthrex commerce park

Layout1AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH
ARE INCONSISTENT WITH EASEMENT OF RECORD.
# DATE PLAN REVISIONS
JEREMY H. ARNOLD, PE
ABBREVIATIONS AE ACCESS EASMENT LWE LOW WATER ELEVATION CE CONTROL ELEVATION BOC BACK OF CURB or BACK OF GUTTER EOP EDGE OF PAVEMENT DE DRAINAGE EASEMENT LME LAKE MAINENANCE EASEMENT PUE PUBLIC UTILITY EASEMENT CUE COUNTY UTILITY EASEMENT AMUE AVE MARIA UTILITY EASEMENT EL or ELEV ELEVATION INV INVERT LF LINEAR FEET NGVD NATIONAL GEODETIC VERTICAL DATUM NIC NOT IN CONTRACT R/W or ROW RIGHT OF WAY SB SOIL BORING STA STATION UP UTILITY POLE FDOT FLORIDA DEPARTMENT OF TRANSPORTATION CATV CABLE TELEVISION LCEC LEE COUNTY ELECTRICAL COOPERATIVE, INC.
BOUNDARY LINE CENTER LINE
FLOW LINE PROPERTY LINE
CMP CORRIGATED METAL PIPE DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE RCP REINFORCED CONCRETE PIPE ERCP ELLIPTICAL REINFORCED CONCRETE PIPE MH MANHOLE STR STORM SEWER STRUCTURE CS STORM SEWER CONTROL STRUCTURE X.XX' LT FEET LEFT X.XX' RT FEET RIGHT
SYMBOLS AIR RELEASE VALVE, COMPLETE
IN-LINE VALVE W/BOX IN-LINE PLUG VALVE W/BOX FIRE HYDRANT, COMPLETE
BLOW-OFF W/ BACTERIAL SAMPLE POINT BACTERIAL SAMPLE POINT
BLOW-OFF PIPE PLUG
SANITARY SEWER MANHOLE SANITARY SEWER LATERAL & CLEAN-OUT
PUMP STATION STORM SEWER & STRUCTURE
HEADWALL U-ENDWALL
PROPOSED ELEVATION PROPOSED PAVEMENT ELEVATION
EXISTING ELEVATION EXISTING PAVEMENT ELEVATION DIRECTION OF DRAINAGE FLOW SWALE & DIRECTION OF FLOW
DISABLED PARKING SPACE UNDERDRAIN
XX.XX XX.X
NAPLES, FLORIDA 34105 PHONE: 239.262.2600
FAX: 239.261.1797
3) ZONING DATA SHEET
5) MASTER UTILITY PLAN
6) PLAN AND PROFILE STA. 0+00 - STA. 11+50
7) PLAN AND PROFILE STA. 11+50 - STA. 17+75
8) PLAN AND PROFILE UTILITY CORRIDOR
9) PLAN AND PROFILE UTILITY CORRIDOR (ANTHEM PARKWAY)
10) CROSS SECTIONS AND LAKE EXCAVATION DETAILS
11) DRAINAGE AND PAVING DETAILS
12) AMUC STANDARD WATER MAIN DETAILS
13) AMUC STANDARD FORCEMAIN DETAILS
14) AMUC PUMP STATION DETAILS
15) EROSION CONTROL PLAN
PLANS AND PLAT FOR (PL#2011-783)
ARTHREX COMMERCE PARK PART OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA
PROJECT SITE
PL #2
01 1-
78 3,
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HR EX
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P AR
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CA M
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2600 GOLDEN GATE PARKWAY NAPLES, FLORIDA 34105 PHONE: (239) 262-2600, FAX: (239) 403-6808 FLORIDA CERTIFICATE OF AUTHORIZATION #28275
DESCRIPTION OF PLATTED LANDS
A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17 AND THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN N W FOR A DISTANCE OF 150.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD, COUNTY ROAD 858 ( A 200' WIDE R/W ); THENCE RUN S W, ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD, FOR A DISTANCE OF 604.41 FEET TO THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE CONTINUE S W, ALONG SAID RIGHT-OF-WAY LINE, FOR A DISTANCE OF 508.00 FEET; THENCE RUN N W FOR A DISTANCE OF 200.00 FEET; THENCE RUN S W FOR A DISTANCE OF 15.66 FEET; THENCE RUN S W FOR A DISTANCE OF 1,286.63 FEET; THENCE RUN N W FOR A DISTANCE OF 1,089.41 FEET;
RUN S W FOR A DISTANCE OF 519.69 FEET; THENCE RUN N W FOR A DISTANCE OF 654.11 FEET TO A POINT ON A CIRCULAR CURVE WHOSE RADIUS POINT BEARS S
E AT A DISTANCE OF 923.82 FEET THEREFROM; THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 923.82 FEET, THROUGH A DELTA ANGLE OF
SUBTENDED BY A CHORD DISTANCE OF 1,016.97 FEET AT A CHORD BEARING OF S E, FOR AN ARC LENGTH OF 1,076.92 FEET TO A POINT OF REVERSE CURVATURE; THENCE
RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 750.00 FEET, THROUGH A DELTA ANGLE OF SUBTENDED BY A CHORD DISTANCE OF 543.86 FEET AT A CHORD BEARING OF S E, FOR AN ARC DISTANCE OF 556.54 FEET TO THE END OF SAID CURVE; THENCE RUN N E FOR A DISTANCE OF 234.50 FEET; THENCE RUN S E FOR A DISTANCE OF 468.71 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE CONCAVE TO THE NORTHEAST; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 923.00 FEET, THROUGH A DELTA ANGLE OF SUBTENDED BY A CHORD DISTANCE OF 550.47 FEET AT A CHORD BEARING OF S E, FOR AN ARC DISTANCE OF 558.97 FEET TO THE END OF SAID CURVE; THENCE RUN S E FOR A DISTANCE OF 252.09 FEET TO THE BEGINNING OF A TANGENTIAL CIRCULAR CURVE CONCAVE TO THE SOUTHWEST; THENCE RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 574.00 FEET, THROUGH A DELTA ANGLE OF SUBTENDED BY A CHORD DISTANCE OF 180.18 FEET AT A CHORD BEARING OF S E, FOR AN ARC LENGTH OF 180.93 FEET TO THE END OF SAID CURVE; RUN N E FOR A DISTANCE OF 211.05 FEET; THENCE RUN S E FOR A DISTANCE OF 200.00 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND, CONTAINING 56.933 ACRES, MORE OR LESS.
REVISED PER OWNER (AMUC SUBMITTAL)6/24/11 1
REVISED PER COUNTY AND AMUC COMMENTS7/13/11 2
REVISED PER OWNER9/29/11 3
AREA: 0.44 AC REFERENCE SFWMD ERP#11-02336-P
PROJECT BOUNDARY
OF WATER
TRACT: C1 (20.89 ACRE )
26.6
21.421.4
20.920.920.8
19.6
19.8
19.5
20.1
19.8
19.9
19.7
19.7
19.1
19.2
19.9
18.9
18.6
19.0
18.8
20.0
19.6
20.9
SET NUMBER: SHEET: OF
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
AERIAL AND CLEARING PLAN JEREMY H. ARNOLD
PROJECT #: FILE DATE: DESIGN BY: DRAWN BY: SECTION: TOWNSHIP: RANGE: SCALE:
0053-0411 04/2011
JHA JHA
1" = 200'
CLEARING NOTES: 1. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY
CONSTRUCTION FENCING (SLT FENCE) BEYOND THE DRIPLINES OF RETAINED VEGETATION ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
2. EXOTIC VEGETATION AS DEFINED BY COUNTY CODE SHALL BE REMOVED FROM THE SITE AND THE SITE SHALL BE MAINTAINED EXOTIC FREE IN PERPETUITY. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR SUBSEQUENT ANNUAL REMOVAL OF EXOTIC VEGETATION.
3. PRIOR TO CONSTRUCTION NEAR THE WETLAIND AREAS. EROSION CONTROL DEVICES WILL BE INSTALLED ALONG THE WETLAND AREA BOUNDARIES. THESE DEVICES WILL BE SILT SCREENS AND, IF NECESSARY, STAKED BY HAY BALES. THESE DEVICES WILL REMIAN IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND THE ADJACENT CONSTRUCTION ZONES STABILIZED. REFERENCE THE "NPDES DISCHARGE CONTROL PLAN AND DETAILS" SHEET OF THIS PLAN SET.
4. STANDARD STRUCTURAL BUFFERS WILL BE PLACED ADJACENT TO ALL REMAINING WETLAND AREAS WHERE A I5' WIDE VEGETATED BUFFER BETWEEN THE WETTAND JURISDICTION LINE AND
BE A HEDGE OF NATIVE VEGETATION, A FENCE, A SMALL WALL (OR BULKHEAD), A RIP-RAP SLOPE, OR A COMBINATION OF THESE. A HEDGE OF NATIVE VEGETATION (SHRUBS) WILL TYPICALLY BE UTILIZED. IF A FENCE OR ALL IS USED, IT WILL BE CONSTRUCTED ALONG THE WETLAND AREA BOUNDARY BUT WILL NOT INTRUDE INTO THE WETLAND AREA. IF A HEDGE IS USED, PLANTS WILL BE INSTALLED IN A ZONE BEGINNING AT THE WETLAND AREA BOUNDARY AND EXTENDING INTO THE WETLAND AREA NOT MORE THAN 3 FEET.
CLEARING SUMMARY DESCRIPTION AREA (AC)
TOTAL PROJECT AREA 56.60
EXISTING AGRICULTURAL OPERATIONS 54.33
2.27
LEGEND
R.O.W. LIMITS
15' P.U.E. 1
108' A.M.U.E.
9/29/11 REVISED PER OWNER 3
3
PLAT/PARCEL BOUNDARY
6' SIDEWALK
EXISTING USE: AGRICULTURAL FUTURE USE: RESIDENTIAL
ZONING: DRI/SRA
"SOUTH GROVE LAKE"
EXISTING DRAINAGE CANAL
DRI BOUNDARY
ZONING: DRI/SRA
200.0' R.O.W.
AN TH
EM P
AR KW
>3,200' TO WESTERN DRI BOUNDARY LINE
210'
1172'
D.E.
716'
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
ZONING DATA SHEET JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
SRA-AR-6896, REVISION: SRAA-PL2011-0657
SRA RESOLUTION # 2005-234A
C1 FUTURE DEVELOPMENT AS DEPICTED 20.89 909,968.40
C2 FUTURE DEVELOPMENT AS DEPICTED 29.76 1,296,345.60
R1 ROAD RIGHT-OF-WAY
TOTAL PROJECT AREA: 56.60 2,465,496.00
7/13/11 REVISED PER COUNTY COMMENTS 2
2
3
5
9
588+00 589+00 590+00 591+00 592+00 593+00 594+00 595+00 596+00 597+00 598+00 599+00 600+00 601+00 602+00 603+00 604+00
26.6
21.421.4
20.920.920.8
19.6
19.8
19.5
20.1
19.8
19.9
19.7
19.7
19.1
19.2
19.0
18.8
20.0
19.6
20.9
TRACT: C2
AREA @ CE = 4.62 AC
OVERFLOW ELEV. = 20.67 BLEEDER ELEV. 20.00
INV. ELEV. = 11.25
OUTFALL INTO EXISTING STORM WATER MANAGEMENT SYSTEM (SEE OUTFALL DETAILS)
20.0' L.M.E.
EXISTING DRAINAGE CANAL TO BE DEMUCKED, FILLED AND COMPACTED.
953 L.F. DOUBLE 60" 14 GA. SRASP DRAINAGE CULVERT EXISTING SILVER STRAND DRAINAGE CANAL
TO BE DEMUCKED, FILLED AND COMPACTED
PROPOSED LIMITS OF CANAL EXPANSION
EXISTING FARM CULVERTS TO BE
REMOVED.
OIL WELL ROAD (C.R. 858) INTERSECTION IMPROVEMENTS SHALL BE COORDINATED AND INCORPORATED INTO C.C.D.O.T. PROJECT #60044A
100'
C.R. 858 R.O.W.
NOTES: 1. DEVELOPER WILL OBTAIN THE NECESSARY
DRAINAGE EASEMENTS OVER TRACT C1 AND C2. 2. REFERENCE EXCAVATION PLAN FOR LITTORAL
PLANTING DETAILS.LITTORAL PLANTING AREA SIGN
24.36
23.00
24.72
23.72
24.03
26.64
60' D.E.
45' D.E.
54' D.E.
108' R.O.W.
PLAT BOUNDARY
ROUGH FILL LINE (ELEV. 21.5)
LITTORAL PLANTING AREA REQUIRED AREA = 10,849 SF PROVIDED AREA = 10,872 SF
CONNECT TO EX. 60" DOUBLE RCP INV. = 12.00 INV. = 12.42
CONNECT TO EX. 60" DOUBLE RCP
INV. = 12.57 INV. = 12.62
DOUBLE 60" HEADWALL INV.= 12.0
DOUBLE 60" HEADWALL INV.= 12.0
SO U
TH G
RO VE
L AK
E C.
E. 2
0. 0
FT -N
GV D
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
MASTER PAVING, GRADING AND DRAINAGE PLAN JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
PEAK 5-YR, 1 DAY STAGE (FT-NGVD) 21.70
PEAK 25-YR, 3 DAY STAGE (FT-NGVD) 22.30
PEAK 25-YR, 3 DAY BACK TO BACK STAGE (FT-NGVD) 22.40
PEAK 100-YR, 3 DAY ZERO DISCHARGE (FT-NGVD) 23.50
PEAK 25-YR, 3 DAY DISCHARGE (CFS) 75.00
FEMA ZONE D MINIMUM REQUIRED ROAD CENTERLINE ELEVATION
(FT-NGVD) 22.50
MINIMUM REQUIRED FINISHED FLOOR ELEVATION (FT-NGVD) 24.00
MINIMUM PERIMETER BERM ELEVATION: 25-YR, 3 DAY PEAK STAGE (FT-NGVD) 22.60
LAND USE SUMMARY BASIN DW-1
PARAMETER AREA
(ACRES) % TOTAL
LAKE 4.62 8.2
TOTAL 56.60 100.0
GENERAL NOTES: 1) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD-1929).
2) THE LOCATIONS OF EXISTING UTILITIES/INFRASTRUCTURE HAVE BEEN PREPARED FROM RECORD DRAWING AND FIELD INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATIONS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
3) COLLIER COUNTY, LEE COUNTY ELECTRIC COOPERATIVE, CENTURY LINK, COMCAST AND AVE MARIA UTILITY COMPANY MAY HAVE EXISTING UTILITIES ADJACENT TO THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4) CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY.
5) THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF THE REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD.
6) CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND ADHERING TO A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP). CONTRACTOR SHALL CREATE, IMPLEMENT, AND MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN AS REQUIRED BY THE NPDES GENERAL PERMIT.
7) UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBING NATURAL VEGETATION. MATERIAL REMOVED FROM THE TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER.
8) ALL MATERIALS AND CONSTRUCTION METHODS USED FOR WATER, SEWER, AND DRAINAGE FACILITIES SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS.
9) ALL DISTURBED AREAS SHALL BE RETURNED TO EXISTING CONDITIONS.
10) ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE PROJECT'S TECHNICAL SPECIFICATIONS, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, AND THE AVE MARIA UTILITY COMPANY. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS.
11) THE CONTRACTOR SHALL PROVIDE 72 HOURS WRITTEN NOTICE TO THE ENGINEER, COUNTY AND/OR A.M.U.C. PRIOR TO THE FOLLOWING (AS APPLICABLE): A) HOT TAPS TO POTABLE WATER LINES AND WASTEWATER SYSTEMS B) JACK AND BORE CASINGS C) PRESSURE TEST D) INFILTRATION / EXFILTRATION E) LIFT STATION INSTALLATION, PRIOR TO COVER UP AND START-UP F) LAMPING OF SEWER LINES G) PIGGING AND FLUSHING OF WASTEWATER LINES, FORCEMAINS, POTABLE
WATER AND NON-POTABLE IRRIGATION LINES. H) CONFLICT CONSTRUCTION I) CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE IRRIGATION
WATER AND WASTEWATER SYSTEMS J) CASING INSTALLATIONS K) CHLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER
CHLORINATION (NEEDS ONLY WATER DEPARTMENT INSPECTION) L) INSTALLATION OF TEMPORARY METERS/BACKFLOWS M) BACTERIOLOGICAL SAMPLING N) LIFT STATION START-UP O) MASTER METER & BYPASS PIPING P) TELEVISION VIDEO TAPING OF SEWER LINES AT END OF CONSTRUCTION AND
WARRANTY PERIOD
13) THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM.
14) THE CONTRACTOR SHALL RETAIN ON THE WORK SITE AT ALL TIMES COPIES OF ALL PERMITS NECESSARY FOR CONSTRUCTION.
15) CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS.
16) PROPOSED SECURITY LIGHTING IS DESIGNED TO KEEP LIGHT WITHIN THE OUTERMOST GEOGRAPHIC BOUNDARIES. EXACT DOWN-SHIELD ANGLES TO BE DETERMINED IN THE FIELD.
GENERAL DRAINAGE NOTES: 17) DEVELOPER WILL OBTAIN DE-WATERING PERMIT, IT IS THE CONTRACTORS
RESPONSIBILITY TO COMPLY WITH SAID PERMIT.
18) THE LENGTH OF STORM DRAIN PIPES SHOWN ON PLANS ARE APPROXIMATE AND HAVE BEEN MEASURED FROM THE INSIDE FACE OF STRUCTURE.
19) LOCATIONS OF DRAINAGE STRUCTURES MAY BE FIELD ADJUSTED TO PRESERVE EXISTING VEGETATION AS APPROVED BY THE ENGINEER.
20) THE CONTRACTOR IS REQUIRED TO ADJUST ALL EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS REQUIRED TO MATCH PROPOSED GRADES.
21) EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION.
22) SWALE PROFILES SHOWN ARE TO TOP OF SOD. CONTRACTOR TO ADJUST SWALE GRADING ACCORDINGLY.
23) CONTRACTOR SHALL SOD A 12" MINIMUM STRIP BEHIND ALL CONCRETE CURB AND VALLEY GUTTER, AT EDGE OF PAVEMENT AND SHALL MAINTAIN EXISTING SOD AT LAKE BANK.
24) THE CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL ENCOUNTERED FROM FILL AREAS PRIOR TO PLACEMENT OF FILL. ALL UNSUITABLE MATERIAL EXCAVATED SHALL BE STOCKPILED OR REMOVED AS DIRECTED BY OWNER.
25) DURING CONSTRUCTION, DRAINAGE STRUCTURE OPENINGS, WHERE APPROPRIATE, SHALL BE COVERED WITH FILTER FABRIC (MIRAFI 140N OR APPROVED EQUAL) TO PREVENT DEBRIS AND FILL FROM FALLING INTO THE INLET.
26) CASING AND/OR CONDUIT SHALL EXTEND 5' BEYOND THE EDGE OF PAVEMENT, BACK OF CURB AND/OR SIDEWALK AT EACH END.
27) OPTIONAL BRICK PAVERS MAY BE INSTALLED IN LIEU OF ASPHALT PAVEMENT AT THE DISCRETION OF THE OWNER. SEE TYPICAL SECTIONS AND DETAILS FOR PAVEMENT SECTIONS.
28) CONTRACTOR TO COORDINATE IRRIGATION CONDUIT LOCATIONS WITH IRRIGATION CONTRACTOR.
29) WATER MANAGEMENT FACILITIES SHALL BE OWNED AND MAINTAINED BY THE ARTHREX COMMERCE PARK PROPERTY OWNER'S ASSOCIATION.
30) THE PROPERTY OWNER IS RESPONSIBLE FOR THE PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS.
31) HDPE AND ALUMINIZED STEEL MAY BE USED AS ALTERNATE MATERIAL TO RCP. APPROVAL FROM THE ENGINEER IS REQUIRED.
32) ALL OPEN SPACE MUST BE GRADED TO ALLOW FOR POSITIVE DRAINAGE OF SITE.
SIGNING AND PAVEMENT MARKING NOTES: 33) REMOVE ANY EXISTING SIGNS OR PAVEMENT MARKINGS IN CONFLICT WITH THOSE
SHOWN ON PLANS.
34) ALL STOP SIGN LOCATIONS SHALL INCLUDE A 24" PAINTED WHITE STOP BAR UNLESS NOTED OTHERWISE.
35) THE CONTRACTOR SHALL COMPLY WITH THE STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS AND WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
36) ALL SIGNING, PAVEMENT MARKINGS, STREET NAME SIGNS, ETC. ARE TO BE INCLUDED IN THE LUMP SUM PRICE FOR SIGNING AND MARKING.
LOCAL UTILITY PROVIDERS POTABLE WATER AND SANITARY SEWER: CABLE TELEVISION: AVE MARIA UTILITY COMPANY, LLLP COMCAST CABLE 5076 ANNUNCIATION CIR. SUITE 102 1418 S.E. 10TH ST. AVE MARIA, FL 34142 CAPE CORAL, FL 33990 PHONE: (239) 348-0248 PHONE: (239) 574-2020 FAX: (239) 348-3740
TELEPHONE: FIRE CONTROL DISTRICT: CENTURY LINK IMMOKALEE FIRE DEPARTMENT 3940 PROSPECT AVE 502 EAST NEW MARKET ROAD NAPLES, FL 34104 IMMOKALEE, FL 34142 PHONE: (239) 263-6342 PHONE: (239) 657-2111
UTILITY LOCATING SERVICE: ELECTRIC: SUNSHINE STATE ONE CALL CENTER LEE COUNTY ELECTRIC CO-OP PHONE: (800) 432-4770 4980 BAYLINE DRIVE (MINIMUM 48 HOURS NOTICE REQUIRED) NORTH FORT MYERS, FL 33917 PHONE: (239) 995-2121
BASIN MAP 1" = 500'
SUB-BASIN: DW1B
SUB-BASIN: DW1C
SUB-BASIN: DW1A
BASIN: OWR-C2
BASIN: DW-1
BASIN: OWR-C1
7/13/11 REVISED PER COUNTY COMMENTS 2
2
2
2
2
2
2
2
3
5
5
5
5
5
5
5
5
5
5
5
5
5
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+39
58 8+
00 58
9+ 00
59 0+
00 59
1+ 00
59 2+
00 59
3+ 00
59 4+
00 59
5+ 00
59 6+
00 59
7+ 00
59 8+
00 59
9+ 00
60 0+
00 60
1+ 00
60 2+
00 60
3+ 00
60 4+
00 60
5+ 00
60 6+
00 60
7+ 00
60 8+
00 60
9+ 00
61 0+
00 61
1+ 00
61 2+
00 61
3+ 00
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
65+00
66+00
67+00
68+00
69 +0
0
17+50 18+00 19+00 20+00 21+00 22+00 23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
10" FORCE MAIN
12" TEE (CUT IN) (3) 12" GATE VALVES
8" X 6" TEE 8" GATE VALVE 6" GATE VALVE TEMP. BLOW OFF
EX. 20' STABILIZED ACCESS ROAD
REMOVE EXISTING PLUG AND CONNECT PROPOSED 10" FORCE
MAIN TO EXISTING 10" FORCE MAIN
EXISTING 16 IRR. MAIN (GOLF COURSE)
EX. 10" IRRIGATION MAIN
EXISTING 10" FORCE MAIN
ANTHEM PARKWAY
FUTURE DEVELOPMENT
PLAT/ROW BOUNDARY
TRACT C1
TRACT C2
6" PERM. IRR. BLOW OFF
PROJECT BOUNDARY
MH #0142401
MH #0142301
MH #0142000
10" FORCE MAIN
6" IRRIGATION MAIN
(3) 6" GATE VALVES
(4) 12" GATE VALVES
TEMP BSP
12" TEMP. WATER BLOW OFF W/
TEMP. BSP
(3) 6" GATE VALVES
TEMP. BSP
108.0' A.M.U.E.
10" AIR RELEASE VALVE FORCE MAIN REMOVE EXISTING BLOW-OFF AND
CONNECT PROPOSED 8" IRRIGATION MAIN TO EXISTING 8" IRRIGATION MAIN
CONSTRUCT 20.0' STABILIZED ACCESS ROAD. TIE INTO EXISTING DEL WEBB ACCESS ROAD
12" GATE VALVE
PERM. BSP
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
MASTER UTILIITY PLAN JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
GENERAL UTILITY NOTES:
1. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED PERMITS ARE IN HAND BEFORE COMMENCEMENT OF CONSTRUCTION. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH AVE MARIA UTILITY COMPANY LLLP (AMUC) STANDARDS AND LOCAL, STATE AND FEDERAL PERMITS. THE CONTRACTOR SHALL COORDINATE ALL INSPECTIONS REQUIRED BY AMUC STANDARDS AND PERMITS.
2. CONTRACTOR MUST NOTIFY AVE MARIA UTILITY COMPANY LLLP (AMUC) AT (239) 348-0248 WITHIN SEVENTY-TWO (72) HOURS PRIOR TO STARTING CONSTRUCTION.
3. ALL ELEVATIONS ARE BASED ON NGVD; NATIONAL GEODETIC VERTICAL DATUM.
4. THE CONTRACTOR SHALL NOTIFY FIBEROPTICS COMPANIES SEVEN (7) WORKING DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THEIR AREA. EXTREME CAUTION SHALL BE USED IN AREAS WHERE FIBEROPTIC CABLE IS LOCATED ADJACENT TO CONSTRUCTION ACTIVITY.
5. ALL WORK SHALL BE PERFORMED INSIDE THE RIGHT OF WAY (R.O.W.) OR DESIGNATED EASEMENT.
6. ALL MAINS SHALL BE INSTALLED WITH A MINIMUM OF 30-INCHES (2.5 FT) OF COVER, EXCEPT UNDER PAVEMENT. ALL MAINS UNDER PAVEMENT SHALL BE INSTALLED WITH A MINIMUM OF 36-INCHES (3.0 FT) OF COVER. MAXIMUM ALLOWABLE COVER SHALL BE 72-INCHES (6 FT).
7. ALL BURIED PIPING SPECIFIED FOR PRESSURE SERVICES SHALL BE PROVIDED WITH RESTRAINING DEVICES AT ALL DIRECTIONAL CHANGES, UNLESS NOTED OTHERWISE.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES PRIOR TO EXCAVATION IN ORDER TO PROTECT THESE UTILITIES DURING CONSTRUCTION. IN THE EVENT OF ANY DISCREPANCY CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND AMUC.
9. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL INTERSECTIONS OF PROPOSED WORK AND EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE FORTY-EIGHT (48) HOURS IN ADVANCE OF THE PROPOSED WORK. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL NOTIFY AMUC (239) 348-0248 IMMEDIATELY. INFORMATION OF THE OBSTRUCTION SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL INCLUDE: LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE.
10. LOCATIONS AND DIMENSIONS OF EXISTING R.O.W. AND EASEMENTS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY ALL THE LIMITS OF R.O.W. AND EASEMENTS IN ORDER TO AVOID ENCROACHMENTS.
11. THE CONTRACTOR SHALL REPLACE BUT NOT BE LIMITED TO PAVING, STABILIZED EARTH, DRIVEWAYS OR ANY ITEMS DISTURBED OR DAMAGED BY THE CONSTRUCTION OR ITS RELATED ACTIVITIES. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL OR AS DIRECTED BY AMUC.
12. THE DISPOSAL OF ANY EXCESS EARTHWORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE HIS WORK WITH THE WORK SCHEDULE OF ADJACENT CONTRACTORS AS WELL AS AMUC OPERATION STAFF.
14. ALL PIPELINE MATERIAL AND INSTALLATION SHALL CONFORM TO AMUC STANDARDS (LATEST EDITION), CONTRACT DOCUMENTS AND ALL APPLICABLE LOCAL AND STATE REQUIREMENTS.
15. WHERE MINIMUM SEPARATION BETWEEN UTILITIES IS REQUIRED, THE DISTANCE SHALL BE MEASURED FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE. REFER TO AMUC (LATEST EDITION) CROSSOVER DETAIL (AMUC-G-1) FOR MINIMUM SEPARATION.
16. 4" - 12" PVC PRESSURE MAINS SHALL CONFORM TO AWWA STANDARD C900 (DR18) PRESSURE CLASS 150; 14" - 24" PVC PRESSURE MAINS SHALL CONFORM TO AWWA C905 (DR25) PRESSURE CLASS 165. EXCEPT FOR PVC INSTALLED UNDER PAVEMENT.
17. PVC PIPE UNDER PAVEMENT SHALL MEET THE FOLLOWING REQUIREMENT: 4" - 12" PVC PRESSURE MAINS SHALL CONFORM TO AWWA STANDARD C900 (DR14) PRESSURE CLASS 200; 14" - 24" PVC PRESSURE MAINS SHALL CONFORM TO AWWA C905 (DR18) PRESSURE CLASS 235.
18. ALL PRESSURE MAINS LARGER THAN 24-INCH SHALL BE DUCTILE IRON PIPE (D.I.P). ALL D.I.P. SHALL HAVE A MINIMUM THICKNESS CONFORMING TO PRESSURE CLASS 250 IN ACCORDANCE WITH THE LATEST REVISION OF ANSI/AWWA C150/A21.50, SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C151/A21.51. PIPE SHALL HAVE STANDARD ASPHALTIC COATING ON THE EXTERIOR. PIPE SHALL ALSO HAVE DOUBLE THICK CEMENT-MORTAR LINING ON THE INTERIOR IN ACCORDANCE WITH ANSI/AWWA C104/A21.4 (LATEST REVISION). ALL FITTINGS SHALL BE MECHANICAL JOINT TYPE IN ACCORDANCE WITH AWWA C111 (LATEST REVISION).
19. DUCTILE IRON WATER MAIN SHALL BE DISINFECTED IN ACCORDANCE WITH LATEST REVISION OF ANSI/AWWA C651 PRIOR TO PLACING IN SERVICE.
20. PIPE COLORS: POTABLE WATER MAINS SHALL BE COLORED BLUE; RAW WATER MAINS SHALL BE COLORED WHITE; NON-POTABLE IRRIGATION, RECLAIMED AND RE-USE WATER MAINS SHALL BE COLORED PURPLE; FORCE MAIN SHALL BE COLORED GREEN.
21. ALL AERIAL CROSSINGS SHALL BE MADE USING PRESSURE CLASS 250, FLANGED DUCTILE IRON PIPE, AND SHALL BE COATED ON THE EXTERIOR USING APPROPRIATELY COLORED, FIELD APPLIED, EPOXY COATING. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL.
22. PVC FIRE MAINS SHALL BE DR14 PIPE, AND HDPE FIRE MAINS SHALL BE DR11 PIPE.
23. USE OF HDPE PIPE SHALL BE APPROVED BY AMUC PRIOR TO CONSTRUCTION. REFER TO AMUC STANDARDS SECTION 10.3.8 FOR EQUIVALENT PVC AND HDPE CHART.
24. ALL WATER MAINS SHALL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA C600 FOR DUCTILE IRON PIPE; AWWA C605 FOR PVC PIPE; ASTM F 2164 FOR HDPE PIPE. THE AMOUNT OF LEAKAGE, WHICH WILL BE PERMITTED, SHALL BE IN ACCORDANCE WITH AWWA C600 STANDARDS.
25. ALL FORCE MAINS SHALL BE PRESSURE TESTED AT 100 PSI FOR NOT LESS THAT ONE HOUR IN ACCORDANCE WITH AMUC STANDARDS (SECTION 17.28).
26. PVC FITTINGS SHALL BE PRESSURE RATED 150 PSI AND HAVE HYDROSTATIC DESIGN BASIS OF 4000 PSI PER AWWA C907.
27. ALL DUCTILE IRON FITTINGS SHALL BE MECHANICAL JOINT TYPE WITH THE MINIMUM PRESSURE RATING OF 250 PSI AND SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.10. DUCTILE IRON FITTINGS SHALL BE FUSION BONDED EPOXY COATED ON THE INTERIOR IN ACCORDANCE WITH AWWA STANDARDS C116.
28. HDPE FITTINGS SHALL HAVE ELECTROFUSION JOINTS OR BUTT HEAT FUSION JOINTS. ALL ELECTROFUSION JOINT FITTINGS SHALL HAVE ISO 9001 CERTIFICATION, AND SHALL BE CENTRAL PLASTIC FITTINGS. ALL BUTT HEAT FUSION JOINT FITTINGS SHALL CONFORM TO AWWA C906 AND ASTM D3261.
29. IN AREAS WHERE CONSTRUCTION ACTIVITIES RESTRICT NORMAL ACCESS TO PROPERTIES, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALTERNATE ACCESS ROUTES, WHICH ARE SUBJECT TO APPROVAL BY AMUC.
30. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT UNNECESSARY TREE REMOVAL. ALL EXISTING LANDSCAPING TO BE REMOVED FOR CONSTRUCTION PURPOSES SHALL BE REPLACED WITH NEW AND DIRECTED BY A SPECIALTY CONTRACTOR WHO WILL WARRANTY/GUARANTEE THE WORK.
31. ALL FILL AND ROAD MATERIALS EXCAVATED SHALL BE LEGALLY DISPOSED OF IN ACCORDANCE WITH THE STANDARDS AND APPLICABLE LOCAL AND FEDERAL CODES AND REGULATIONS.
32. ALL EXCAVATION SHALL BE BACKFILLED AT THE END OF EACH WORK DAY.
33. FOR ALL SCHEDULED INTERRUPTION OF ANY MAIN FLOW, THE CONTRACTOR SHALL NOTIFY AMUC 72 HOURS IN ADVANCE.
34. DURING NORMAL MAIN FLOW INTERRUPTION, THE CONTRACTOR SHALL PROVIDE UNINTERRUPTED BY-PASS FLOW AND SHALL PROVIDE ALL EQUIPMENT NECESSARY TO ACCOMPLISH THE SAME IN THE FORM OF, BUT NOT LIMITED TO THE FOLLOWING: POWER, PUMPS, PIPING, APPURTENANT VALVES AND FITTINGS AND/OR SEPTIC TANKER TRUCK PUMPING, HAULING AND DISPOSAL SERVICES.
35. CONSTRUCTION SHALL NOT COMMENCE UNTIL AMUC HAS ISSUED A WRITTEN AUTHORIZATION TO CONSTRUCT, AND ALL APPLICABLE FEES HAVE BEEN PAID. CONVEYANCE OF THE UTILITIES SHALL BE IN COMPLIANCE WITH AMUC STANDARDS, SECTION 8.
36. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY THE CONTRACTOR ONLY ON THE AGREED UPON TIME AND DATE ESTABLISHED WITH AMUC STAFF AND AFTER THE CONNECTION PROCEDURE AND WORK SCHEDULE ARE REVIEWED AND APPROVED BY AMUC.
37. ALL MAINS SHALL HAVE LOCATOR TAPE INSTALLED CONTINUOUSLY ALONG THE ENTIRE LENGTH. THE LOCATOR TAPE SHALL BE INSTALLED DURING BACKFILL AT A MINIMUM OF 12 INCHES BELOW
FINISH GRADE DIRECTLY OVER THE PIPE AND BE CONTINUOUSLY LABELED "WATER MAIN" OR "SEWER MAIN" AS APPROPRIATE. THE TAPE SHALL HAVE AN EMBEDDED METALLIC DETECTABLE STRIP.
38. MARKERS SHALL BE PLACED: AT A MINIMUM OF EVERY 100-FEET; AT ALL FITTINGS; AT ANY CHANGE OF DIRECTION AND AT ALL SEWER SERVICES (CLEAN OUTS). MARKERS SHALL BE 3M BRAND, MN1257 FULL RANGE MARKERS FOR THE APPROPRIATE UTILITY OR APPROVED EQUAL.
39. ALL BURIED UTILITY PIPES TO BE ABANDONED IN PLACE SHALL BE CUT, PLUGGED AND FILLED WITH GROUT.
40. WATER MAIN VALVES SHALL BE LOCATED AT ALL INTERSECTING MAINS (THREE PER TEE AND FOUR PER CROSS), AT THE END OF ALL LINES TO BE EXTENDED, AT ALL FIRE HYDRANTS, ON BOTH SIDES OF ALL WATER AND WETLAND CROSSING, AT BOTH ENDS OF ALL JACK AND BORE AND DIRECTIONAL DRILL, AT A MINIMUM OF 500 FEET FOR COMMERCIAL AND INDUSTRIAL DEVELOPMENTS, AND 800 FEET ALONG WATER MAIN FOR ALL OTHER DEVELOPMENT.
41. FORCE MAIN VALVES SHALL BE INSTALLED ON ALL SUBSIDIARY FORCE MAINS AT THE POINT OF CONNECTION TO THE MAJOR MAIN, AT THE END OF ALL LINES TO BE EXTENDED, AT FUTURE CONNECTION BRANCHES AND AT A MINIMUM OF 1,000 FEET ALONG FORCE MAIN "INLINE".
42. AIR RELEASE VALVES (ARV) SHALL BE PLACED EVERY 1,500 FEET ON ALL PRESSURE MAINS AND ON BOTH SIDES OF A DIP WHERE DEFLECTION IS 4 TIMES THE DIAMETER OF PIPE OR GREATER.
43. FOR WATER MAINS A TEMPORARY BLOW-OFF SHALL BE PROVIDED AT DEAD END LINES THAT WILL BE EXTENDED WITHIN TWO YEARS OTHERWISE A FIRE HYDRANT SHALL BE REQUIRED.
44. HYDRANT SERVICES WILL BE SUBJECT TO BACTERIOLOGICAL TESTING. NO HYDRANT WILL BE TURNED ON UNTIL BACTERIOLOGICAL TESTS ARE SATISFIED IN ACCORDANCE WITH AMUC STANDARDS (SECTION 11.9).
45. PROVIDE NOTE DEFINING WHO WILL OWN, OPERATE AND MAINTAIN THE WATER AND SEWER SYSTEMS.
46. CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL RECORD LOCATIONS OF IMPROVEMENTS. A REGISTERED LAND SURVEYOR SHALL BE USED TO PROVIDE AS-BUILT INFORMATION WHICH SHALL INCLUDE THE FOLLOWING, BUT NOT LIMITED TO: A. TOP ELEVATIONS OF MANHOLES. B. PIPE CHANGES IN DIRECTION. C. MANHOLE CENTER COORDINATES FOR SANITARY SEWERS. D. ALL UNDERGROUND PIPING (INVERT OR CENTERLINE ELEVATIONS) INCLUDING VALVES, A.R.V., TEES AND FITTINGS. E. PIPE INVERT OR CENTERLINE AT CROSSING WITH OTHER PIPES AND EXISTING PIPE. F. OTHER HORIZONTAL AND VERTICAL RECORD DATA PERTINENT TO COMPLETED WORK.
2
2
2
2
6/24/11 REVISED PER OWNER (AMUC SUBMITTAL)1
2
4
8+00
9+00
10+00
11+00
12+00
40'
WITH TYPE P BOTTOM (REF. FDOT INDEX 200 & 211)
INV W. = 15.00 INV N. = 14.00
STR. # 100 FDOT TYPE 5 CURB INLET
WITH TYPE P BOTTOM (REF FDOT INDEX 200 & 211)
INV E. = 15.00
357 LF 36" RCP @ 0.0%
STR. # 103 FDOT TYPE 6 CURB INLET WITH TYPE P BOTTOM (REF FDOT INDEX 200 & 211) INV E. = 15.00
STR. # 102 FDOT TYPE 6 CURB INLET
WITH TYPE P BOTTOM (REF FDOT INDEX 200 & 211)
INV W. = 15.00 INV N. = 14.00 INV S. = 14.00
12" PVC WATER MAIN
6" PVC IRRIGATION MAIN
TYPE "F" CURB (TYP)
PERMANENT BLOW-OFF ASSEMBLY
PERMANENT BLOW-OFF ASSEMBLY
DIP 6" PVC IRRIGATION MAIN UNDER 12" PVC WATER MAIN. MAINTAIN 12" VERTICAL CLEARANCE
DIP 6" PVC IRRIGATION MAIN UNDER 12" PVC WATER MAIN.
MAINTAIN 12" VERTICAL CLEARANCE6' SIDEWALK (TYP)
6" WHITE (10' - 30' SKIP) BD W/R RPM'S (TYP)
EXTEND (2) 60" RCP
STR. # 108 DOUBLE HEADWALL
REF. FDOT INDEX. 251
INV. OUT = 9.83
72 LF 24" RCP 72 LF 18" RCP
291 LF 36" RCP @0.0%
CURB RAMP W/ DETECTABLE WARNING
(FDOT INDEX NO. 304) (TYP)
23.00
23.48
23.00
2
4
FIRE HYDRANT ASSEMBLY (TYP)
6" TEE (3) 6" GATE VALVES TEMP. BLOW OFF
DIP 6" PVC IRRIGATION MAIN UNDER 12" PVC WATER MAIN.
MAINTAIN 12" VERTICAL CLEARANCE
TEMPORARY BLOW OFF
(6) OM4-1
INV N. = 15.00 INV S. = 14.00
INV W. = 13.50
INV E.= 13.5
DIP 6" PVC IRR. MAIN UNDER 12" PVC WATER MAIN. MAINTAIN 12" VERTICAL CLEARANCE
23.72
2
3
. 9
5
2
3
FUTURE TRAVEL LANES
3+00
59 8+
00 59
9+ 00
60 0+
00 60
1+ 00
60 2+
40'
WITH TYPE P BOTTOM
INV E. = 15.00
6' SIDEWALK (TYP)
0' SKIP)
PERMANENT BLOW OFF ASSEMBLY W/ SAMPLE POINT AND HYDRO GUARD
EXTEND (2) 60" RCP 75 LF @0.0%
STR. # 108 DOUBLE HEADWALL REF. FDOT INDEX. 251 INV. = 12.57 INV. = 12.62
STR. # 108 DOUBLE HEADWALL REF. FDOT INDEX. 251 INV. = 12.00 INV. = 12.42
FIRE HYDRANT ASSEMBLY
2
4
SOLID YELLOW (TYP)
O IL W
IN TERSECTIO
N IM
PRO VEM
COUNTY DOT
WITH COUNTY DOT
EXISTING EDGE OF WATER
TYPE "F" CURB (TYP)
EXISTING EDGE OF WATER
(TYP) PROPOSED R.O.W.
R12.0
EX. 60" DOUBLE RCP
EXTEND (2) 60" RCP 80 LF @0.0%
5
10
15
20
25
30
35
40 0+00 1+00 2+00 3+00 3+80
0+00 1+00 2+00 3+00 3+80 5
10
15
20
25
30
35
40 0+00 1+00 2+00 3+00 3+80
0+00 1+00 2+00 3+00 3+80
-0.68%
-0.67%
5
10
15
20
25
30
35
40 3+30 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
3+30 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 5
10
15
20
25
30
35
40 3+30 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
3+30 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
-0.30%0.57%0.32% -0.51%
12" PVC WATER MAIN
DIP 6" PVC IRRIGATION MAIN UNDER 12" PVC WATER MAIN. PROVIDE 12" MIN. CLEARANCE
M H#
01 42
30 1
RI M
E LE
117 LF 8" PVC SANITARY SEWER @0.40% (139.0 LF TOTAL)
12" MIN
357 FL 36" RCP @0.0%
12" PVC WATER MAIN
60 LF 8" PVC SAN SWR @0.40%
PLUG SAN. SEWER FOR FUTURE CONNECTION
291 FL 36" RCP @0.0%
42" RCP
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
ARTHREX COMMERCE PARK
PLAN AND PROFILE ARTHREX COMMERCE DR STA. 0+00 TO STA. 12+00
JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
1" = 40' HORIZONTAL 1" = 4' VERTICAL
ARTHREX COMMERCE DRARTHREX COMMERCE DR
7/13/11 REVISED PER COUNTY AND AMUC COMMENTS
6/24/11 REVISED PER OWNER (AMUC SUBMITTAL) 1
2
2
2
2
2
2
2
2
2
3
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
12+00 13+00 14+00 15+00 16+00 17+00 17+39
21.421.4
20.920.920.8
19.6
20.9
21.3
50
STR. # 106 FDOT TYPE 6 CURB INLET WITH TYPE P BOTTOM (REF. FDOT INDEX 200 & 211) INV E. = 15.00
STR. # 105 FDOT TYPE 6 CURB INLET WITH TYPE P BOTTOM (REF. FDOT INDEX 200 & 211) INV W. = 15.00 INV S. =15.00
DIP 6" PVC IRR. MAIN UNDER 12" PVC WATER MAIN. MAINTAIN 12" VERTICAL CLEARANCETEMPORARY BLOW OFF
W/ SAMPLE POINT
23.01
23.49
23.01
23.49
23.39
24.10
23.39
23.87
72 LF 18" RCP
R9-9 W/ YELLOW OM
STABILIZED TEMPORARY TURN AROUND (SEE DETAIL)
90° BEND 10" PLUG VALVE
DIP 10" FORCE MAIN UNDER 6" IRR. MAIN & 12" WATER MAIN MAINTAIN 12" VERTICAL CLEARANCE
FUTURE TRAVEL LANES
M ATCH LIN
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40 11+50 12+00 13+00 14+00 15+00 16+00 17+00 17+64
11+50 12+00 13+00 14+00 15+00 16+00 17+00 17+64 5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40 11+50 12+00 13+00 14+00 15+00 16+00 17+00 17+64
11+50 12+00 13+00 14+00 15+00 16+00 17+00 17+64
-0.30% 0.30% -0.30%
PV I S
M AT
CH LI
N E
.8 9
DIP 10" FORCE MAIN UNDER 6" IRR. MAIN & 12" WATER MAIN MAINTAIN 12" VERTICAL CLEARANCE
EXISTING GROUND ELEVATION ±
12" PVC WATER MAIN
PROPOSED FINISHED PAVEMENT ELEVATION
10" PVC FORCE MAIN
PLUG 10" SANITARY SEWER FOR FUTURE CONNECTION
DIP 6" PVC IRR. MAIN UNDER 12" PVC WATER MAIN MAINTAIN
12" VERTICAL CLEARANCE
M ATCH LIN
22 LF 8" PVC SANITARY SEWER @0.40% (139 LF TOTAL)
5
10
15
20
25
30
35
40 17+64 18+00 19+00 20+00 21+00 22+00 23+00 24+00
17+64 18+00 19+00 20+00 21+00 22+00 23+00 24+00
-0.30% 0.30% -0.30%
PV I S
30" MINIMUM (72" MAX)
18+00 19+00 20+00 21+00 22+00
23+00
24+00
FUTURE TRAVEL LANES
FUTURE TRAVEL LANES
10" PLUG VALVE
12" GATE VALVE
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
ARTHREX COMMERCE PARK
PLAN AND PROFILE ARTHREX COMMERCE DR STA. 12+00 TO 17+75
UTILITY CORRIDOR
JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
ARTHREX COMMERCE DR UTILITY CORRIDOR
2
2
2
2
2
11/1/11 REVISED PER OWNER5
21.120.9 21.5 20.7 20.6 23.222.3 22.0 22.5 22.822.8 22.7 22.522.8
23.7
22.5
22.3
21.7
25+00
26+00 27+00 28+00 29+00 30+00 31+00 31+09
15.0' P.U.E.
15.0' P.U.E.
108.0' A.M.U.E.
10" PVC FORCE MAIN
20.0' STABILIZED ACCESS ROAD
Station
5
10
15
20
25
30
35
40 24+75 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
24+75 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
0.30% -0.68% 0.00% -0.26%
12" PVC WATER MAIN
10" PVC FORCE MAIN
EXISTING GROUND PROFILE GRADE LINE OF STABILIZED ACCESS ROAD (MIN. ELEV. 22.4)
PROFILE GRADE LINE OF FUTURE TRAVEL LANES
10" PVC FORCE MAIN
DIP 6" PVC IRRIGATION MAIN UNDER 12" PVC WATER MAIN. PROVIDE 12" VERTICAL CLEARANCE
EX. 16" IRRIGATION MAIN (GOLF COURSE)
36" UNDER PAVEMENT 72" MAXIMUM
M AT
CH LI
N E
-0+25 0+00 1+00 2+00 3+00
PV I S
EXISTING GROUND ELEVATION
PROPOSED GROUND ELEVATION
290 LF 8" PVC SANITARY SEWER @ 0.40%MH #0142401
MH #0142301
290 LF 8" PVC SANITARY
SEWER @ 0.40%
MH #0142301
15.0' A.M.U.E.
10" PVC FORCE MAIN
AND WATER MAIN (SEE PROFILE)
R50.0
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40
PV I S
3. 67
DIP 10" PVC FORCE MAIN UNDER 12" PVC WATER MAIN. PROVIDE 12" MIN. CLEARANCE
PS #
6" PVC IRR. MAIN
12" PVC WATER MAIN
10" PVC FORCE MAIN
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
TRACT C1 SAN. SEWER PS #0140000UTILITY CORRIDOR
2
2
2
62+00
63+00
64+00
65+00
66+00
67+00
68+00
28 +0
EX. TYPE "P" BOTTOM W/ SOLID TOP INV. ELEV. = 13.9'
EX. 42" RCP
EX. 15" RCP
INV. ELEV. = 16.1'
LAKE DW2B C.E. = 20 FT-NGVD
REMOVE EXISTING 10" PLUG AND CONNECT PROPOSED 10" FORCEMAIN TO EXISTING 10" FORCEMAIN
10" PVC FORCEMAIN
REMOVE EXISTING 8" BLOW-OFF AND CONNECT PROPOSED 8" IRRIGATION MAIN TO EXISTING 8" IRRIGATION MAIN
EX. 12" PVC WATER MAIN
EX. 16" IRRIGATION MAIN (GOLF COURSE)
CUT 12" TEE INTO EX. 12" WATER MAIN (3) 12" GATE VALVES
8" X 6" TEE 8" GATE VALVE 6" GATE VALVE 8" TEMPORARY BLOW-OFF
DIP 6" IRRIGATION MAIN UNDER EX. 12" WATER MAIN (SEE PROFILE)
ANTHEM PARKWAY
109' A.M.U.E. (FUTURE ANTHEM PARKWAY R.O.W.)
20' STABILIZED ACCESS ROAD
5
10
15
20
25
30
35
40
5
10
15
20
25
30
35
40 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 67+50
58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 67+50
PV I S
EX. 16" PVC IRRIGATION MAIN (GOLF COURSE)
EX. 12" PVC WATER MAIN 10" PVC FORCE MAIN
72" MAXIMUM
10" PVC FORCE MAIN
12" PVC WATER MAIN 6" PVC IRRIGATION MAIN
DIP 6" PVC IRRIGATION MAIN UNDER EXISTING 12" PVC WATER MAIN. MAINTAIN 12" VERTICAL CLEARANCE
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
UTILITY CORRIDOR (ANTHEM PARKWAY)
11 4" TYPE S-1
3 4" TYPE S-3
EXTEND (2) 60" RCP 80 LF @0.0%
CONNECT TO EX. 60" DOUBLE RCP NE INV. = 12.00 SE INV. = 12.42EXTEND (2) 60" RCP 75 LF @0.0%
CONNECT TO EX. 60" DOUBLE RCP NW INV. = 12.57 SW INV. = 12.62
500'
15' P.U.E.
108' R.O.W.
11 4" TYPE S-1
3 4" TYPE S-3
6" IRRIGATION MAIN
ELEV. = 20.0 NGVD
4 1
3 1
18' 2'
10' 2'
15' P.U.E.
108' R.O.W.
4" TYPE S-3
3 1
TOP OF BERM MIN. ELEV. = 22.6 NGVD
2' 10'
TOP OF BERM MIN. ELEV. = 22.6 NGVD
2.0
CONSTRUCT DOUBLE 60" SRASP DRAINAGE CULVERT INV.=12.0
EXISTING SFWMD WETLAND
NO IMPACTS PROPOSED
EX. SILVER STRAND FARM DRAINAGE CANAL TO BE DEMUCKED, FILLED AND
COMPACTED. NOT PART OF THIS PERMIT APPICATION.
TRACT C1 PROJECT BNDY./DRI BNDY.
4 1
MATCH EXISTING
C.E. = 20.0 NGVD
MATCH EXISTING
PROJECT/PARCEL BNDY.
20' L.M.E
4 1
4 1
MATCH EXISTING
PROJECT/PARCEL BNDY.
4 1
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
SECTION D-D
SECTION E-E
SECTION F-F
ZONE 2: (-)0.5 TO (-)3.0 FROM CONTROL ELEV.
SHALL BE CONSTRUCTED FOR DESIGNATED LITTORAL
PLANTING AREAS (SEE PLAN FOR LOCATIONS)
FLOOD DURATION = 8 TO 10 MONTHS
FLOOD DURATION = 4 TO 6 MONTHS
TYPICAL LAKE SECTION WITH LITTORAL SHELF PLANTING AREA N.T.S.
20' LAKE MAINTENANCE AND ACCESS EASEMENT
3' 3'
TOP OF BANK ELEVATION = VARIES
1
4
2
1
20' (ZONE 2)
4' (ZONE 1)
CONTROL ELEVATION = 20.0
ALL PROHIBITED EXOTIC VEGETATION, AS DEFINED BY COUNTY CODE, AND CLASS 1 AND CLASS 2 PROHIBITED AQUATIC PLANTS SPECIFIED IN CHAPTER 62C-52.011, FLORIDA ADMINISTRATIVE CODE, SHALL BE REMOVED AS THEY OCCUR, MANUALLY OR WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES. CATTAILS SHALL BE REMOVED MANUALLY OR WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES WHEN THEY EXCEED TEN PERCENT COVERAGE OF THE REQUIRED LSPA AREA.
THE LITTORAL SHELF PLANTING AREA (LSPA) SHALL BE DESIGNED AND MAINTAINED PER SECTION 3.05.10 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE. THE LSPA SHALL BE A MINIMUM OF 7% OF THE LAKE AREA AT CONTROL ELEVATION.
THE LSPA SHALL BE INITIALLY PLANTED WITH AT LEAST THREE DIFFERENT SPECIES OF NATIVE, NURSERY GROWN OR OTHERWISE LEGALLY OBTAINED VEGETATION. NO SPECIES SHALL CONSTITUTE MORE THAN 50 PERCENT OF COVERAGE, AND AT LEAST ONE SPECIES SHALL BE HERBACEOUS. SPACING SHALL BE NO MORE THAN: 20 FEET FOR TREES; 5 FEET FOR SHRUBS; AND 36 INCHES ON CENTER FOR HERBACEOUS PLANTS. AT THE TIME OF PLANTING, MINIMUM SIZE SHALL BE: 3 GALLON (MINIMUM 4 FEET HIGH) FOR TREES; 1 GALLON FOR SHRUBS AND 12 INCHES FOR HERBACEOUS PLANTS. CLUSTERING OF PLANTS SHALL BE ALLOWED TO PROVIDE FOR SCATTERED OPEN AREAS AS LONG AS THE OPEN AREAS DO NOT CONSTITUTE MORE THAN 20 PERCENT OF THE REQUIRED SHELF AREA AND THE ELEVATIONS OF THE OPEN AREAS ARE AT LEAST A FOOT DEEPER THAN THE SURROUNDING PLANTED AREA.
LITTORAL SHELF PLANTING AREA
2.)
1.)
3.)
LITTORAL PLANTING CALCULATIONS
REQUIRED LITTORAL PLANTING AREA IS 7% OF THE TOTAL LAKE SURFACE AREA AT CONTROL
NOTE: DO TO CONVERTING (ACRES TO FEET / FEET TO ACRES) AREAS ARE ROUNDED TO APPROXIMATE NUMBERS.
THE LSPA SHALL BE LOCATED NO CLOSER THAN 20 FEET FROM ANY DISCHARGE STRUCTURE OR PIPE INTAKE SO AS NOT TO IMPEDE FLOW. IF THE LSPA IS LOCATED AROUND A DISCHARGE STRUCTURE, THE 20-FOOT SETBACK SHALL EXTEND WATERWARD OF THE DISCHARGE STRUCTURE TO A POINT IN THE CENTER OF THE LAKE.
EIGHTY PERCENT VEGETATIVE COVERAGE OF THE L.S.P.A. IS REQUIRED WITHIN A 2 YEAR PERIOD FOLLOWING THE INITIAL PLANTING AND SHALL BE MAINTAINED IN PERPETUITY. THE L.S.P.A. MUST BE KEPT FREE OF REFUSE AND DEBRIS.
TYPICAL LAKE SECTION
35 ' L
AK E
DE PT
H (6
' M IN
1
4
2
1
N.T.S.
SURFACE AREA AT CONTROL
*
ZONE 1 SPECIES - CONTROL ELEVATION TO 0.5' BELOW CONTROL ELEVATION HERBACEOUS SPECIES:
CORDGRASS (Spartina bakerii) SWAMP LILY (Crinum americanum)
TREE AND SHRUB SPECIES: CYPRESS (Taxodium distichum) RED MAPLE (Acer rubrum)
ZONE 2 SPECIES - 0.5' TO 3.0' BELOW CONTROL ELEVATION HERBACEOUS SPECIES:
ARROWHEADS (Sagittaria ssp.) PICKERELWEED (Pontederia cordata) SPIKE RUSH (Eleocharis spp.)
SECTION G-G
N.T.S.
AX
NOTES: DESIGNATED LITTORAL SHELF PLANTING AREA. THIS PLANTING SERVES TO IMPROVE LAKE WATER QUALITY AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES, WADING BIRDS, AND WATER FOWL. THIS PLANTING AREA SHALL NOT BE DISTURBED AND SHALL NOT BE MAINTAINED THROUGH THE USE OF HERBICIDES OR OTHER METHODS THAT WILL NEGATIVELY IMPACT THE VEGETATION.
1.) THE BOUNDARY OF THE LSPA SHALL BE POSTED WITH APPROPRIATE SIGNAGE DENOTING THE AREA AS LSPA. THE SIGNS SHALL NOTE THAT THE POSTED AREA IS A LITTORAL SHELF PLANTING AREA THAT PROVIDES ECOLOGICAL BENEFITS TO THE LAKE AREA AND CONTAINS DETAILED INSTRUCTIONS TO ENSURE THAT THE PLANTED AREA WILL NOT BE SUBJECTED TO TYPICAL LANDSCAPE MAINTENANCE PRACTICES SUCH AS MOWING OR CHEMICAL TREATMENTS EXCEPT AS ALLOWED IN OPERATIONAL REQUIREMENTS.
SIGNS SHALL BE PLACED AT THE EDGE OF WATER AT THE PERMITTED CONTROL ELEVATION.
A MINIMUM OF TWO SIGNS SHALL BE PROVIDED TO MARK THE EXTENT OF THE LSPA.
MAXIMUM SIGN SPACING SHALL BE 150'.
THE SIGN SHALL COMPLY WITH COLLIER COUNTY LAND DEVELOPMENT CODE SECTION 5.06.03 AND 3.05.10.
2.)
3.)
4.)
5.)
SECTION H-H
*
3.55 AC.
2 2
5
INV. S = 11.25
OVERFLOW ELEV. = 20.67 BLEERER ELEV. = 20.00
INV. ELEV. = 11.25
62 LF 42" RCP @ 0.0%
UTILIZE EXISTING FARM CONVEYANCE DITCH. DITCH IS TO BE CLEANED OUT AND DE-MUCKED.
EXISTING FARM DITCH IS TO BE DE-MUCKED, FILLED AND PLUGGED TO PREVENT AGRICULTURAL OFFSITE DRAINAGE FROM ENTERING THE AVE MARIA SWM SYSTEM.
EXISTING FARM DITCH IS TO BE DE-MUCKED, FILLED AND
PLUGGED TO PREVENT AGRICULTURAL OFFSITE
DRAINAGE FROM ENTERING THE AVE MARIA SWM SYSTEM.
EXISTING FARM DRAINAGE CANAL
STR. T-DW-3 MODIFIED TYPE "E" GRATE ELEV. = 20.6 INV. N = 13.80
128 LF 42" RCP @ 0.0%
EX. STR. #151 FDOT TYPE "J" BOTTOM W/ TEMP. SOLID TOP
INV. NW = 13.80 INV. SE = 13.80
(REMOVE KNOCK-OUT)
PRIOR TO CONSTRUCTION THE CONTRACTOR IS TO FIELD VERIFY EXISTING DRAINAGE STRUCTURE AND LOCATE EXISTING UTILITES
100'
LAKE DW1C C.E. = 20.0 FT.-NGVD
EX. 12" PVC WATER MAIN
DEL WEBB OF NAPLES GOLF COURSE AND COMMUNITY
D.E.
EX. 16" PVC IRRIGATION MAIN (GOLF COURSE)
19.2
19.8
19.9
18.9
18.6
18.1
19.0
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
DRAINAGE AND PAVING DETAILS JEREMY H. ARNOLD
0053-0411 04/2011
JHA JHA
(CONTRACTOR SHALL REFERENCE FDOT DESIGN INDEX, LATEST REVISION STANDARDS FOR DETAIL SPECIFICATIONS.)
(WITH SIDE INLETS)
SECTION A-A
3'
OF SIDE INLETS.
SEE SITE PLANS
SEE SITE PLANS
SIDE INLET, SEE SITE PLAN
8"
BA N
*DIMENSION TABLE SHALL BE USED, UNLESS OTHERWISE NOTED ON DETAIL.
* STORM SEWER
REINFORCING STEEL. REVISION STANDARDS (INDEX 200.) FOR REFERENCE FDOT DESIGN INDEX, LATEST
ALL REINFORCING STEEL AS SHOWN SHALL HAVE TWO INCHES (2") MINIMUM COVER.
ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS.
DESIGN NOTES FOR STORM SEWER STRUCTURES:
60" 100" 108" 84"
66" 106" 114" 90"
TYPE "D"
71 2" STD.
(6" MIN.)
CONCRETE CURB NOTES: 1.) CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN
28 DAYS UNLESS OTHERWISE NOTED.
CURB SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT INDEX 300
CURB SHALL HAVE EXPANSION JOINTS INSTALLED AT ALL INLETS
2.)
3.)
N.T.S.
2.)
4.)
3.)
6.)
5.)
1.) SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH FDOT STANDARD INDEX 310 AND STANDARD SPECIFICATION 522 AND CORRESPONDING STANDARDS.
COMPACT FILL AREAS TO MINIMUM 95 % OF AASHTO T99 DENSITY.
CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS.
SIDEWALK SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% PER ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 4.3.
CURB RAMPS SHALL BE CONSTRUCTED IN CONFORMANCE WITH ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 4.7 AND FDOT STANDARD INDEX 304.
SIDEWALK SHALL HAVE CONTRACTION JOINTS SPACED EQUALLY TO THE SIDEWALK WIDTH AND HAVE EXPANSION JOINTS EVERY 120' MAXIMUM.
1.5% TYP. (2% MAX.)
(R1-2) (YIELD SIGN)
(R1-1) (STOP SIGN)
9-BUTTON, YELLOW
(OM4-1), 9-BUTTON, RED
CONTROL STRUCTURE: DW1C/DWK
BLEEDER ELEVATION = 20.00 FT-NGVD
"
NOTES: 1. SEE INDEX No. 201, SH. 4 & 5 FOR REINF.
MOD. FOR DEPTHS 13' TO 15' 2. CONCRETE SHALL BE 3,000 PSI @ 28 DAYS.
2" CL.
2" CL.
#4 BARS @ 8" O.C., E.W.
OUTFALL DETAILS NOTES: 1. PRIOR TO SITE DEVELOPMENT APPROVAL THE OWNER SHALL OBTAIN
AND RECORD THE NECESSARY DRAINAGE EASEMENTS. 2. EXISTING AGRICULTURAL OPERATIONS AND DRAINAGE SYSTEMS WILL
BE MODIFIED AS NECESSARY.
KEEP RIGHT SIGN (R4-7)
TYPICAL ROADWAY SECTION N.T.S.
USF GALVANIZED STEEL GRATE
8"
55"
RECTANGULAR BLEED- DOWN ORIFICE AND
RECTANGULAR HORIZONTAL OVERFLOW WEIR.
(REFERENCE ERP#11-02336-P, APPLICATION
SPEED LIMIT
35 (R2-1)
(SPEED LIMIT)
N.T.S.
CONTRACTOR SHALL APPLY DUST-FREE MULCH OR OTHER SUITABLE MATERIAL REASONABLY CLEAN AND FREE OF NOXIOUS WEEDS AND DELETERIOUS MATERIALS. AS AN ALTERNATE CONTRACTOR MAY PRIME LIMEROCK BASE, AS NOTED IN EROSION CONTROL PLAN, GRAVEL CONSTRUCTION ENTRANCE DETAIL.
TYPICAL TEMPORARY TURN AROUND SECTION AND STABILIZED ACCESS ROAD SECTION
7/13/11 REVISED PER COUNTY COMMENTS2
2
2
2
(MIN. LBR 40) 12" STABILIZED SUBGRADE
6" 6" 6" LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF
MAX. DENSITY (DETERMAINED BY AASHTO T-180)
5
5
5
5
6"
8" LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY
(DETERMAINED BY AASHTO T-180)
11 4" LIFT ASPHALT TYPE S-I AND 3
4" LIFT OF TYPE S-III ASPHALT
6"
2'
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
PROJECT #:
WATER MAINWATER MAIN
STORM SEWER, OR FORCE MAIN (6). 6' MINIMUM SEPARATION FOR SANITARY SEWER,
(EFFLUENT) MAIN, AND FORCE MAIN
1. NOTES:
6' MINIMUM SEPARATION FOR IRRIGATION (EFFLUENT) MAIN (6)
CROSSOVER DETAIL
VERTICAL CLEARANCE LESS THAN 12 INCHES SHALL NOT BE ALLOWED.
N.T.S.
4.
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPERATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
AT THE UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINES. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAIN, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
WATER MAINS AND SANITARY SEWER, STORM SEWER, OR IRRIGATION (EFFLUENT) MAINS SHALL BE IN SEPARATE TRENCHES.
WATER MAINS UNDER PAVEMENT SHALL BE DESIGNED TO HAVE 36-INCHES MINIMUM COVER.5.
WHERE 6' MINIMUM HORIZONTAL SEPARATION BETWEEN WATER MAINS AND STORM SEWER CANNOT BE MAINTAINED, WATER MAINS SHALL BE THICKNESS CLASS 200 AWWA C-900 PVC (DR18, C-905 PVC FOR PIPES GREATER THAN 12" IN DIAMETER), WITH NO LESS THAN 3' MINIMUM HORIZONTAL SEPARATION FROM OUTSIDE EDGE OF WATER MAIN TO OUTSIDE EDGE OF STORM SEWER.
6.
5.
BRANCH. DISTANCE AS 90 DEGREE BEND OF THE SIZE OF THE TEE SHALL BE RESTRAINED ON BRANCH BASED ON SAME
4. PIPE ON EACH SIDE OF THE FITTING. CONSIDER DEAD ENDS EQUIVALENT 90 DEGREE BENDS.
THESE DISTANCES (FEET) SHALL APPLY TO LENGTHS OF3.
IN THE FOLLOWING TABLE FROM THE PI OF THE FITTING SHALL BE RESTRAINED TYPE.
ALL PIPE JOINTS WITHIN THE DISTANCE (FEET) SHOWN2. OF ALL PIPE. PROVIDE RESTRAINED JOINTS AT CHANGES IN DIRECTION1.
NOTES:
TEMPORARY BLOW-OFF ASSEMBLY
TYPICAL VALVE BOX SETTING
FINISHED PAVEMENT
DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS.) PIPE SHALL NOT
LINE SIZE GATE VALVE
45° ELBOW WITH MEGALUG
BEAR ON VALVE OR WATER MAIN.
M.J. RETAINER GLANDS OR APRROVED EQUAL. (TYP.)MEGALUG M.J. RETAINER GLANDS OR APRROVED EQUAL (TYP.)
NON-PAVED AREASPAVED AREAS
ON VALVE OR WATER MAIN AREAS) PIPE SHALL NOT BEAR DR 14 PVC PIPE IN PAVED DR 18 PVC PIPE (C-900
FINISHED GRADE
MAXIMUM DIAMETER = 12"
M.J. RETAINER GLANDS OR APRROVED EQUAL. (TYP.) 45° ELBOW WITH MEGALUG
GLANDS OR APPROVED EQUAL (TYP.) MEGALUG M.J. RETAINER
FINISHED GRADE
VALVE NO. B11-777 FORD 2" BRASS BALL
3/4" GRAVEL
PERMANENT BLOW-OFF ASSEMBLY DETAIL N.T.S.
TOP OF METER BOX TO BE 2" ABOVE FINISHED GRADE OR SODDED AREAS. PERMANENT BLOW-OFF'S IN PAVED AREAS, OR AREAS OF EXPECTED VEHICULAR TRAVEL SHALL BE CAST IRON TRAFFIC TYPE METER BOX.
3 0"
SEE PLANS
24" MIN.
AX .
IF FIRE HYDRANT LEAD EXCEEDS 100 FEET, A VALVE SHALL BE REQUIRED AT THE TEE ON THE MAIN
NOTES:
1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL.
2. ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED 6" TO 12" TAPPING SADDLE MAY BE EITHER STAINLESS STEEL OR D.I. AT ENGINEER OPTION.
3. ALL TAPPING SADDLES OVER 12" SHALL BE D.I.
4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM OF 5-1/4" DIAMETER.
5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAKAWAY FLANGE TYPE AND MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT.
6. HYDRANT SHALL CONFORM WITH AWWA C-502.
7. THRUST RESTRAINT SHALL BE BY MEGALUG RETAINER GLANDS OR APPROVED EQUAL.
THRUST RESTRAINT SHALL BE BY MEGALUG RETAINER GLANDS.
5.
OF THE LOCAL FIRE CONTROL DISTRICT.
ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM OF 5-1/4" DIAMETER.
HYDRANT SHALL CONFORM WITH AWWA C-502.
ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND MEET THE REQUIREMENTS
6" TO 12" TAPPING SADDLE MAY BE EITHER STAINLESS STEEL OR D.I. AT ENGINEER OPTION. ALL TAPPING
HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL.
SADDLES OVER 12" SHALL BE D.I.
ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED
N.T.S.
24" MIN.
6" THICK x 24" SQUARE CONCRETE BREAK SLAB WITH #4 BARS AS REQUIRED
CURB, GUTTER OR EDGE OF PAVEMENT
SUPPLY WITHOUT DRAIN OR PLUG DRAIN OPENING BEFORE INSTALLATION
30 "
6"
6"
TYPICAL VALVE BOX SETTING
WATER MAIN PIPE IN PAVED AREAS.) DR 18 PVC PIPE (10' MIN
AREAS.) PIPE SHALL NOT DR 14 PVC PIPE IN PAVED DR 18 PVC PIPE (C-900
BEAR ON VALVE OR WATER MAIN
R.O.W. LINELOCAL FIRE DISTRICT FOR CONTRACTOR SHALL CONTACT
PAINT COLOR AND HYDRANT SPECIFICATIONS
SIDEWALK
MEGALUG M.J. RETAINER
*
*
BLOCKS LIEU OF CONCRETE THRUST JOINTS SHALL BE USED IN MECHANICALLY RESTRAINED NOTE:
BLOCKS LIEU OF CONCRETE THRUST JOINTS SHALL BE USED IN MECHANICALLY RESTRAINED NOTE:
WATER MAIN
W/ #4 REBAR (TYP.)
TIE RODS STAINLESS STEEL
WATER MAIN
6 INCH GATE VALVE HYDRANT BREAK SLAB 24" X 24" CONCRETE
FIRE HYDRANT
FIRE HYDRANT
N.T.S.
CO VE
TO ROADWAY
PRESSURE MAIN
ON VALVE OR PRESSURE MAIN AREAS) PIPE SHALL NOT BEAR DR 14 PVC PIPE IN PAVED DR 18 PVC PIPE (C-900
N.T.S.
4 #4 BARS DIAGONAL (2" MIN.. COVER FOR REINFORCING STEEL)
COLLAR
18" X 18" X 6" CONCRETE
YEAR VALVE INSTALLED
1994
16" MAIN
PROVIDE A 3" DIAMETER BRONZE DISC ANCHORED IN CONCRETE COLLAR. IF VALVE IS LOCATED UNDER PAVEMENT AREA THEN DISC TO BE ANCHORED IN THE ADJACENT GUTTER.
1. FINAL CONNECTION TO BE WITNESSED BY AVE MARIA UTILITY COMPANY.
CONNECTION TO EXISTING WATER MAIN DETAIL
2. BLIND FLANGES TO BE PROPERLY RESTRAINED. 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF
BLIND FLANGE FOR CONSTRUCTION WATER. 4. 6" TO 12" TAPPING SADDLE MAY BE EITHER STAINLESS STEEL OR C.I. AT
ENGINEERING OPTION ALL TAPPING SADDLES OVER 12" SHALL BE C.I. 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 18" ABOVE FINISHED GRADE. 6. BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW
(GAP CONFIGURATION)
TESTER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE.
IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN A TEMPORARY BACKFLOW LINE-SIZE PREVENTER & FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL BE USED.
NOTES:
N.T.S.
REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY
BY AMUC, WITH A 48 HOUR NOTIFICATION. TEMPORARY METER TO BE PROVIDED
MEGALUG RETAINER GLANDS (TYP.)
2" THREADED TAP
AND WATTS. DEVICES: AMES, ABB, FEBCO, CONBRACO, WILKINS-ZURN
NEW MAIN
FLOW
AND AMUC APPROVAL FOR PLACEMENT UNTIL AFTER TESTING, BACTERIAL CLEARANCE, PIECE INSTALLED FOR FINAL CONNECTION ASSEMBLY NOT TO BE REMOVED AND SPOOL
THRUST BLOCK
SILICONE RUBBER SEALS. ASSEMBLY SHALL AMMONIA & CHLORINE RESISTANT SEATS AND (PROVIDED BY CONTRACTOR) SUPPLIED WITH
SCHEDULE 80 PVC (TYP.)
GATE VALVE (MAIN LINE
4' MIN. / 6' MAX.
EXISTING
45° OR 90°/MEGALUG M.J. RETAINER GLANDS.
PRESSURE GAGE
PRESSURE GAUGE
BYPASS METER
12 '
.
1 1/2" RPZ ASSEMBLY, SUPPLIED W/ AMMONIA & CHLORINE RESISTANT SEALS AND SILICONE RUBBER SEALS UL LISTED/FM APPROVED
12" SPOOL PIECE W/ 1 1/2" TAP
1 1/2" CURB STOP
1 1/2" TEE W/ 3/4" HOSE BIBBS
6" X 1-1/2" NEPTUNE PROTECTUS III OR UL LISTED/ FM APPROVED EQUAL. (FACTORY ASSEMBLED) (WITH TOP ACCESS STRAINER ONLY)
RPZ ASSEMBLY, SUPPLIED WITH AMMONIA & CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL LISTED/FM APPROVED, FOR FIRE SERVICE INSTALLATION AS REQUIRED BY AMUC AND AWWA M-14. APPROVED DEVICES: AMES, FEBCO (EXCEPT MODELS 850 AND 860), CONBRACO, WATTS, WILKINS-ZURN.
UNDISTURBED AREA
MATERIAL SHALL CONSIST OF EARTH, LOAM,
MATERIAL UNDER ALL GRAVITY SEWER PIPING. IN PROVIDE A MINIMUM OF SIX (6) INCHES BEDDING
OR OTHER APPROVED MATERIAL. SANDY CLAY, GRAVEL, CRUSHED LIMESTONE,
OTHER MATERIAL IS SPECIFIED. BACKFILL REMOVED FROM EXCAVATION EXCEPT WHERE BACKFILL SHALL BE OF SUITABLE MATERIAL
2.
DIAMETER PIPE
MIN. 1'-0"
MIN. 1'-0"
PIPE TRENCH
TRENCH BACKFILLED IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY.
TRENCH BACKFILLED TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTED LIFTS.
1' -0
SECOND LIFT
UNSURFACED AREA, THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE.
BEDDING MATERIAL
UNPAVED AREA TRENCH RESTORATION DETAIL
FIRST LIFT EXIST, PROVIDE A MINIMUM OF SIX (6) INCHES OF PIPE BEDDING MATERIAL UNDER WATER OR FORCE MAIN PRESSURE PIPE.
UNDISTURBED AREATRENCH
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
PROJECT #:
FLOW LINE CHANNELS
FLOW LINE CHANNELS
CLAMP, (SEE DETAIL)
FLOW LINE CHANNELS
CLAMP, (SEE DETAIL)
POURED CONCRETE OR GROUTED FINISH, 0.1' DROP ACROSS MANHOLE.
NOTE: FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED FINISH, 0.1' (MIN) DROP ACROSS MANHOLE. SOME DROPS MAY BE MORE THAN 0.1', REFERENCE PLANS FOR DESIGN OF EACH MANHOLE
FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED FINISH, 0.1' (MIN) DROP ACROSS MANHOLE. SOME DROPS MAY BE MORE THAN 0.1', REFERENCE PLANS FOR DESIGN OF EACH MANHOLE
NOTE:
NOTE:
2' -0
THREADED PLUG REMOVABLE PVC
LENGTH OF SERVICE VARIES
SECTION
FLOW
N.T.S.
SHOWN
FLOW
SECTION
(1/8" PER FT)
DEPTH LESS THAN 8'
LATERAL OR AS OTHERWISE 6" MIN. PVC SANITARY SEWER
45° MAXIMUM
PLUGGED FOR FUTURE CONNECTION BY
TO BE LOWERED TO FINISHED GRADE BY BUILDING PLUMBER
BUILDING PLUMBERPLUMBER
(SEE DETAIL WW-5 AND WW-5A FOR MORE INFORMATION)
TO BE LOWERED TO FINISHED GRADE BY BUILDING PLUMBER (SEE DETAIL WW-5 AND WW-5A FOR MORE INFORMATION)
TEMPO OMNI MARKER, MODEL 162
TEMPO OMNI MARKER, MODEL 162
IN RAM-NEK MASTIC JOINT
ABOVE THE FINISH GRADE
(24" MINIMUM DIAMETER) IN UNPAVED AREAS
WATERTIGHT RIM AND COVER, USF 420C-ORS, FLUSH IN PAVED AREAS AND 2-1/2"
CAST IRON FRAME TO BE SET
GROOVE IN COVER MACHINED DOVETAIL
5 3/4"
MACHINED SURFACES
3/ 4"
5 3/4"
SPECIFY LETTERING AS "AMUC" OR LEAVE BLANK IF PRIVATELY OWNED
MEGALUG FITTINGS (TYP.)
RESTRAINED JOINTS
16" MAIN
VALVE MANUFACTURER
2 #4 BARS CONTINUOUS AND
PLAN VIEW
COVER FOR REINFORCING STEEL) 4 #4 BARS DIAGONAL (2" MIN.
SPECIFY LETTERING AS "SEWER"
PROVIDE A 3" DIAMETER BRONZE DISC ANCHORED IN CONCRETE COLLAR. IF VALVE IS LOCATED UNDER PAVEMENT AREA THEN DISC TO BE ANCHORED IN THE ADJACENT GUTTER.
TYPICAL VALVE SETTING DETAIL N.T.S.
DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS) PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN
30 " M
IN IM
U M
(U N
PA VE
FINISHED GRADE IN UNPAVED RIM AND COVER 2 1/2" ABOVE
RIM AND COVER FLUSH IN PAVEMENT AREAS.
3/4" STONE
AIR RELEASE VALVE DETAIL
6" MIN.2" BRASS CORPORATION STOP (MEULLER H-10046 OR McDONALD 4104.)
AIR RELEASE VALVE ARI MODEL D-025 WITH FLUSH ATTACHMENTS AND VALVE OR APPROVED EQUAL FOR RAW SEWAGE.
USF 227 MANHOLE FRAME AND COVER WITH (4) 1" VENT HOLES (EXCLUDING ARV'S LOCATED IN SIDEWALKS) OR APPROVED EQUAL. MANHOLE COVER SHALL READ "SANITARY SEWER ARV".
2" BRASS PIPE, CORPORATION STOP, & TAPPING SADDLE*
SEWER ARV SANITARY
ASPHALTIC PAINT FINISH ONE COAT
4104.) H-10046 OR McDONALD
N.T.S.
SADDLE
10"
"
4" RODS AROUND OPENING #4 BARS @ 5" O.C. E.W. & 4 #4
PER A.S.T.M. C-478 #4 BARS @ 12" O.C. E.W. OR EQUAL
GROUT ALL JOINTS
MORTAR (3 COURSES MAX.) BETWEEN MANHOLE & C.I. FRAME
PVC RISER RINGS OR BRICK AND MIN. OF TWO PRECAST CONC. OR
6" MIN.
PLAN
24"
48"
12"
WATERTIGHT RIM AND COVER, USF 420C-ORS, FLUSH IN PAVED AREAS AND 2-1/2" ABOVE THE FINISH GRADE IN UNPAVED AREAS (24" MINIMUM DIAMETER). COVER SHALL INCLUDE (4) 1" VENT HOLES (EXCLUDING ARV'S LOCATED IN SIDEWALKS). MANHOLE COVER SHALL READ "SANITARY SEWER ARV".
AIR RELEASE VALVE ARI MODEL D-025 WITH FLUSH ATTACHMENTS AND VALVE OR APPROVED EQUAL FOR RAW SEWAGE
SECTION
FLEXIBLE, RUBBER
WITH INSIDE DROP DETAIL FORCEMAIN CONNECTION TO WETWELL
NOTES: 1.) ALL PIPE INSIDE THE WETWELL WILL BE HDPE 2.) RESTRAIN ENTERING PIPE
FORCE MAIN (SIZE VARIES)
WETWELL WALL (SEE DETAIL)
SECTION VIEW
45° BEND
HDPE PVC
SEE HDPE T0 PVC CONNECTION DETAIL INSIDE WETWELL
HDPE LENGTH TO SUIT
45° BENDS
12" 5"
WITH STAINLESS STEEL FLEXIBLE RUBBER SLEEVE
AND COVER (TYP.) CAST IRON FRAME
ASPHALTIC PAINT FINISH ONE COAT
RAM-NEK JOINT AND GROUT (TYP.)
UNPAVED AREA
MANHOLE & C.I. FRAME
(TYP.) RAM-NEK JOINT
#4 BARS @ 12" O.C. E.W. OR EQUAL
MILS THICK) WITH AN ACCEPTABLE BITUMINOUS OR
(4" MIN., 12" MAX.) BETWEEN
AMUC
SEWER
USF 420C-ORS, FLUSHED IN WATERTIGHT RIM AND COVER,
PAVED AREAS AND 2-1/2" ABOVE THE FINISH GRADE IN UNPAVED AREAS.
PAVEMENT
NON-SHRINK
PLAN
SANITARY
N.T.S.
#4 BARS @ 12" O.C. E.W. 4'-0" DIA. #6 BARS @ 9" O.C. E.W. 5' & 6' DIA.
12" CRUSHED STONE
CLAMP, (SEE DETAIL)
JOINTS MANHOLE INTERIORS SHALL BE COATED WITH SPECTRASHIELD FIELD APPLIED COATING, SEWPERCOAT FIELD APPLIED CALCIUM ALUMINATE COATING, OR APPROVED EQUAL. COATING SHALL BE CONTINUOUS AND MONOLITHIC. BENCHES SHALL ALSO BE COATED.
FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL CLAMP. (SEE DETAIL)
NAPLES, FL 34105 PHONE: 239.262.2600
FAX: 239.261.1797
PROJECT #:
PUMP CURVE & OPERATING POINT AMUC-WW-16 REVISED: DECEMBER 27, 2006
1" POLY TUBING (SHALL MEET THE REQUIREMENTS OF AWWA C-901 & CONFORM TO NSF STANDARD 61). FOR MASTER (RE-PUMP) STATIONS, A 2" POLYTUBE WATER SERVICE SHALL BE PROVIDED.
INSTALL METER BOX FLUSH WITH FINISHED GRADE (SEE DETAIL THIS SHEET)
BRONZE OR GALVANIZED STEEL HOSE BIBB
4" PVC CONDUIT SEE GENERAL NOTE 13
SA M
E AS
A M
U E
DI M
EN SI
O N
PUMP STATION DETAIL - PLAN PLAN
CHAIN LINK SWING GATES (2) 6' WIDE X 6' HIGH
APPLY TWO COATS OF APPROVED BITUMINUOS OR EPOXY SEALER TO THE EXTERIOR SURFACES OF THE PUMP STATION WETWELL AND VALVE VAULT. FIELD APPLY POLYMORPHIC RESIN COATING TO INTERIOR OF WETWELL.
REDUCER GRAVITY INFLUENT MAIN
(A )''
(N )''
(M)''
ON ALL THRU-WALL PIPING STAINLESS STEEL STRAPS RUBBER TYPE SLEEVES AND
HOOKS
VALVES SHALL BE CENTERED BELOW
CONTROL PANEL DOOR
CONTROL PANEL
LANDSCAPING OPTIONAL (LANDSCAPING TO BE OWNED AND MAINTAINED BY PROPERTY OWNER)
GENERATOR RECEPTACLE HIGH WATER ALARM LIGHT
GROUND ROD
SEE GENERAL NOTE 14
GROUND SURFACE WITHIN PUMP STATION FENCE SHALL CONSIST OF <1" DIA STONE, 4" THICK, WITH GEOTEXTILE FILTER FABRIC. (MIRAFI OR EQUAL)
6' HIGH CHAIN LINK FENCE W/GALVANIZED POSTS
LCEC METER
(2)-2"COND. TO TRANSFORMER
ANTENNA MAST MOUNT
ODOR CONTROL PAD SIZE SHALL BE 3' X 10' BY 6" HIGH
INFLUENT FORCE MAIN
10 FT P.U.E. 10'
7/8"HOLE* FOR PUMP PEDESTAL ANCHORING (TYPICAL OF 4)
7/8"HOLE* FOR PLATE ANCHORING (TYPICAL OF 4)
2'-O"
METER BOX INSTALLATION DETAIL
3/4' DIA. WASHED STONE
1" POLY TUBING SHALL MEET THE REQUIREMENTS OF AWWA C-901 & CONFORM TO NSF STANDARD 61
METER (TO BE INSTALLED BY AMUC)
CURB STOP
4"
METER BOX
(MIN. 30" EMBEDMENT)
NOTE: SEE DETAIL AMUC-W-11 FOR WATER METER NOTES AND SPECIFICATIONS
NOTE: BUOYANCY CALCULATIONS SHOW NET FORCE DOWN ON PUMP STATION WITH DIMENSIONS AS SHOWN.
PUMP STATION RIM ELEVATION TABLE
PS No.
ELEV. (FT-NGVD) PROPOSED RIM
GENERAL NOTES 1. INSTALLATION OF COVER, PUMP ANCHOR BOLTS, GUIDE RAILS, ETC. MUST BE COORDINATED WITH THE DETAILS AND
SPECIFICATIONS AS PROVIDED BY THE MANUFACTURER.
2. THE CLAUSE "OR APPROVED EQUAL" SHALL BE UNDERSTOOD TO APPLY TO ALL SPECIFIED ITEMS EXCEPT PUMPS AND THEIR CONTROL PANEL.
3. ALL ELEVATIONS ARE BASED ON NGVD; NATIONAL GEODETIC VERTICAL DATUM.
4. PUMP STATION SHALL INCLUDE VALVE VAULT AND WETWELL, COMPLETE WITH WALL AND SLAB CONSTRUCTION, ACCESS FRAMES WITH DOORS AND ALL OTHER APPURTENANT CONSTRUCTION ITEMS AND MATERIALS.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES FOR CONSTRUCTION AND MAINTENANCE OF ALL EQUIPMENT AND PARTS.
6. ALL ELECTRICAL WIRING, INCLUDING ELECTRIC SERVICE SHALL BE COPPER.
7. ELECTRICAL COMPONENTS SHALL BE EQUIPPED WITH NATIONAL ELECTRIC CODE AND BUILDING DEPARTMENT APPROVED CONDUIT PIPE "SEAL-OFF" BETWEEN THE CONTROL PANEL AND THE PUMP STATION WETWELL. THREE SEAL-OFFS ARE REQUIRED.
8. CONTRACTOR SHALL PROVIDE PROTECTION AGAINST COATING OVERSPRAY ON PLUMBING ITEMS IN THE VALVE VAULT AND ON THE STAINLESS STEEL LIFT CHAIN, GUIDE BAR, LIQUID SENSORS AND PUMPS IN THE PUMP STATION WETWELL.
9. CONTROL PANEL TIE BARS SHALL BE STAINLESS STEEL UNI-STRUT, EVENLY CUT TO THE WIDTH OF THE PANEL BOX. ALL HARDWARE SHALL BE STAINLESS STEEL.
10. THE ELECTRIC SERVICE TO THE PUMP STATION CONTROL PANEL SHALL BE SIZED BY THE ELECTRICAL CONTRACTOR, TO PROVIDE A VOLTAGE DROP NOT GREATER THAN 5% OF THE LINE VOLTAGE FROM THE POWER COMPANY, WHEN ALL PUMPS ARE AT MAXIMUM START-UP LOAD.
11. ALL NUTS, BOLTS, WASHERS AND OTHER HARDWARE SHALL BE STAINLESS STEEL.
12. THE IMPELLER SHALL BE OF A NON-CLOG DESIGN, CAPABLE OF PASSING 3-INCH SOLIDS, FIBROUS MATERIAL, AND HEAVY SLUDGE, AND CONSTRUCTED WITH NO ACUTE TURNS AS SET FORTH IN THE SPECIFICATIONS.
13. IN CASES WHERE PUMP STATION IS ON OPPOSITE SIDE OF STREET FROM WATER MAIN, A 4" PVC CONDUIT SHALL BE INSTALLED FROM THE NEAREST LOT CORNER ON OPPOSITE SIDE OF STREET TO A POINT 5 FT BEYOND BACK OF SIDEWALK ON SAME SIDE OF STREET AS PUMP STATION.
14. CHAIN LINK FENCE SHALL BE NEW VINYLCOATED (BLACK COLOR ONLY WILL BE ACCEPTED), HOT DIP GALVANIZED AFTER FABRICATION WITH MIN. 1.2 OUNCES PER SQUARE FT OF ZINC COATING. FENCE FABRIC SHALL BE WOVEN #9 GAUGE WIRE WITH 2 INCH DIAMOND MESH AND KNUCKLED SELVAGES. FENCE SHALL HAVE TOP RAIL AND BOTTOM TENSION WIRE WITH TIE CLIPS AT MAX 24 INCH SPACING. FENCE SHALL HAVE WEATHER-TIGHT POST CAPS ON EACH POST. GATE FRAMES SHALL BE CONSTRUCTED OF TUBULAR MEMBERS WELDED AT ALL CORNERS. GATE POSTS AND CORNER POSTS SHALL BE EMBEDDED IN CONCRETE (30" MIN EMBEDDMENT). INSTALLATION SHALL MEET ASTM F567.
15. EMERGENCY GENERATORS SHALL BE OVAN/CUMMINGS OR APPROVED EQUAL
16. ODOR CONTROL WILL BE REQUIRED ON ALL RE-PUMP STATIONS AND OTHER STATIONS DETERMINED BY AMUC AND SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH AMUC STANDARDS.
17. PROVIDE A HARDWIRED RELAY BACKUP CONTROL CIRCUIT FOR LIFT STATION PUMP OPERATION. SELECTION OF MODE, TCU OR LOCAL, TO BE MADE BY SELECTOR SWITCH ON THE INNER DOOR OF THE PUMP CONTROL PANEL. WHEN TCU IS SELECTED, THE TCU SHALL CONTROL THE PUMP OPERATION. WHEN LOCAL IS SELECTED, THE FIRST PUMP SHALL COME ON AT THE LEAD FLOAT LEVEL, THE SECOND PUMP SHALL COME ON AT THE FIRST LAG FLOAT LEVEL, AND BOTH PUMPS SHALL TURN OFF AT THE OFF FLOAT LEVEL. NO PUMP ALTERNATION SHALL BE REQUIRED FOR LOCAL CONTROL.
MARK QTY. EQUIPMENT SPECIFICATIONS
1 2
DUPLEX ___" DISCHARGE SUBMERSIBLE SEWAGE PUMPS EQUIPPED WITH 230/460 VOLT MOTORS. EACH PUMP SHALL HAVE THE CAPACITY AND RANGE SET FORTH ON THIS SHEET AS THE "REQUIRED PUMP PERFORMANCE CURVE" OR APPROVED EQUAL. PUMP PERFORMANCE DATA WILL BE REQUIRED AS SET FORTH IN THE SPECIFICATIONS. CONTRACTOR SHALL VERIFY LOCAL VOLTAGE PRIOR TO PLACEMENT OF PUMP ORDER.
2 4 ROTO-FLOAT MODEL S 40 N 0 LIQUID LEVEL REGULATORS, EACH PROVIDED WITH 40 FEET OF ELECTRICAL CABLE.
3 1 U.S. FOUNDRY MODEL AHD-____ ACCESS FRAME WITH HINGED AND HASP EQUIPPED COVER, TWO UPPER GUIDE HOLDERS, CHAIN HOLDERS AND CABLE HOLDERS. ACCESS FRAMES SHALL BE ALUMINUM, H-20 LOADING WITH OPTIONS.
4 1 U.S. FOUNDRY MODEL AHD-____ ACCESS FRAME WITH HINGED AND HASP EQUIPPED COVER. ACCESS FRAME SHALL BE ALUMINUM, H-20 LOADING WITH OPTIONS.
5 1
CONTROL PANEL SHALL BE QUALITY CONTROL INC. NO. 1825, 1 PHASE OR 3825, 3 PHASE WITH ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS; STRUTHERS-DUNN ALTERNATOR RELAYS, 200 AMPERE RUSSELL & STOLL GENERATOR RECEPTACLE AND ANGLE ADAPTER, MODEL NUMBER JRS-2044 AND NEMA 3R STAINLESS STEEL ENCLOSURE.
6 1 4" PVC VENT PIPE, WITH 90%%94 ELBOWS AND END CAP WITH 3/8" DIAMETER DRILLED HOLES FOR VENTILATION.
7 1
WETWELL: REINFORCED CONCRETE PIPE CONFORMING TO TABLE II, WALL B OF A.S.T.M. C-76, O-RING JOINTS SHALL CONFORM TO A.S.T.M. C-443 OR APPROVED EQUAL. WETWELL CONSTRUCTION: APPLY TWO COATS OF APPROVED BITUMINOUS OR EPOXY SEALER ON EXTERIOR SURFACES OF THE WETWELL.
8 2 CHECK VALVE, (K") IRON BODY, FLANGED, BRONZE MOUNTED WITH BRONZE FACED DISC. WEIGHT AND LEVER TYPE HORIZONTAL SWING CHECK VALVE BY KENNEDY VALVE MANUFACTURING COMPANY.
9 1 PLUG VALVE (K") NON-LUBRICATED NICKEL IRON, NEOPRENE COATED PLUG, 100% OPENING VALVE AS MANUFACTURED BY THE HOMESTEAD VALVE COMPANY AND SHALL BE COMPLETE WITH WRENCH.
10 1 3-WAY PLUG VALVE, (K") - 3 PORT, FLANGED, LEVER ACTIVATED, AS MANUFACTURED BY MILLIKEN VALVE CO. OR APPROVED EQUAL. VALVE SHALL BE MOUNTED SO THAT THE THIRD PORT IS ON TOP.
11 1 3" QUICK-COUPLING UNIT COMPLETE. CONNECT TO THIRD PORT OF 3-WAY VALVE WITH A BRONZE MALE THREAD ADAPTER EQUAL TO ANDREWS PART NUMBER 300-F AND 2-HANDLE BRONZE LOCKING CAP EQUAL TO ANDREWS PART NUMBER 300 DC.
12 3 ALL PUMP STATION INTERIORS SHALL BE COATED WITH FIELD APPLIED POLYMORPHIC RESIN COATING. (PRIME COAT = 10 MILS; INTERMEDIATE COAT = 35 MILS; FINAL COAT = 12 MILS)
13 1 THE IMPELLER SHALL BE OF A NON-CLOG DESIGN, CAPABLE OF PASSING 3 INCH SOLIDS, FIBROUS MATERIAL, AND HEAVY SLUDGE, AND CONSTRUCTED WITH A LONG THROUGHWAY WITH NO ACUTE TURNS AS SET FORTH IN THE SPECIFICATIONS.
14 1 WET WELLS FLOORS SHALL HAVE A MINIMUM SLOPE OF 1 TO 1 TO THE HOPPER BOTTOM AND THE HORIZONTAL AREA OF HOPPER BOTTOM SHALL BE NO GREATER THAN NECESSARY FOR PROPER INSTALLATION AND FUNCTION OF THE INLET.
15 1 EMERGENCY GENERATOR IF REQUIRED BY AMUC TECHNICAL STANDARDS.
16 1 PHOTO CATALYTIC OXIDATION AS REQUIRED BY AMUC TECHNICAL STANDARDS
17 1 DOUBLE SAFETY GRATE FALL THROUGH PREVENTION SYSTEM AS MANUFACTURED BY U.S.F. FABRICATION OR APPROVED EQUAL.
* CONTRACTOR TO PROVIDE SHOP DRAWING FOR VALVE AND WET WELL ACCESS FRAME AND COVER.
PUMP STATION WETWELL DATA (AMUC-WW-17, REV: 4/20/2007)
PUMP STATION NO.
DIMENSIONS AND ELEVATIONS
(D) NGVD
(E) NGVD
(F) NGVD
(G) NGVD
(H) NGVD
(I) NGVD
(J) NGVD (K) (L) (M) (N) (O) (P) (Q) (R) (S) (T) (U) (V) (W) (X)
PS# 014 8'-0" 1'-5.5" 24.00 7.54 7.04 6.54 5.04 3.04 1.54 28.00 0'-8" 0'-10" 2'-6" 4'-0" 5'-0" 1'-6" 2'-0" 5'-0" 1'-0" 1'-0" 0'-8" 0'-10"
PUMP DESIGN DATA PUMP STA.
NO. MODEL NO. H.P. IMPELLER NO. R.P.M.
014 NP3102 MT 5 181 1745
DESIGN FLOW DATA
PEAK DESIGN FLOW (GPD)
*50 AC. COMMERCIAL TRACT 48,000.0 177,600.0 NO NO
POWER CONNECTION W/ INTERLOCK
PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP. 3. PHASE PROTECTION SHALL BE PROVIDED
PROTECTION ON ALL INCOMING LEGS 2. SURGE PROTECTION AND LIGHTNING
CONTROL PANEL DETAIL N.T.S.
STAINLESS STEEL PIPE STRAPS. PANEL RACK AT EACH UNISTRUT USING
SPACING A MINIMUM OF 4' OVERALL FIRST-TO-LAST SECTIONS LEAST 8" BETWEEN ADJACENT, WITH VERTICAL SPACING SHALL BE AT UNISTRUT CROSSBAR, MINIMUM 3,
2" PVC SPARE CONDUIT FROM POWER SOURCE POLE TO METER CAN
NON-FUSED NEMA 3R DISCONNECT BOX
TO CONTROL PANEL TO BE ON BOTTOM.
CONCRETE POSTS WITH #4 BARS (2) 6" X 6" X 10' REINFORCED
ATTACH ANTENNA MAST TO CONTROL
POWER METER WITH SEAL OFF TO ISOLATE PANEL FROM ELECTRIC
ON/OFF LOCKABLE STAINLESS STEEL
ALL PENETRATIONS FROM DISCONNECT
2" PVC CONDUITS. SHALL BE RUN IN SEPARATE PUMP & FLOAT WIRING
(3) CONDUITS REQUIRED.
4" PVC VENT PIPE FROM WET WELL
OR APPROVED EQUAL, STAINLESS STEEL NEMA 3R JUNCTION BOX WITH TERMINAL STRIP MOUNTED WITH ALUMINUM BACKING PLATE, TERMINAL STRIPS TO HAVE S.S. SCREWS, 10" X 12" X 6" MIN. HINGED ON BOTTOM.
GENERATOR RECEPTACLE
CONTINUOUS.
ALL PANELS SHALL CONFORM TO FLORIDA DEP 62-604.400
1. GENERATOR RECEPTACLE FOR EMERGENCY HOLES DRILLED FOR VENTILATION END CAP W/ 3/8" DIAMETER
ELECTRIC POWER METER
TAB MOUNT (TYP.)
BAND-IT S.S. TIE WRAPS
(F) ELEVATION LAG PUMP ON (G) ELEVATION LEAD PUMP ON
(H) ELEVATION ALL PUMPS OFF
(E) ELEVATION HIGH WATER ALARM
(3) CONDUITS AS REQUIRED.
DIAMETER = (A MINUS 18")''
ANCHOR BOLTS STAINLESS STEEL
3' -0
COATING THICKNESSES. AMUC TECHNICAL STANDARDS FOR OR APPROVED EQUAL. REFERENCE
AGRU SURE-GRIP HDPE LINING, SEWPERCOAT COATED
(U)''
ADJUSTABLE
12 "''
(D) ELEVATION INFLUENT
6" MIN.
CABLE HOLDER
STAINLESS STEEL
EACH ACCESS DOOR HASP AND STAPLE ON
ACCESS DOOR AUTOMATIC LOCK
EPOXY SEALER
APPROVED 8"
#4 BARS 12" O.C. VERT. (2) #4 BARS CONTINUOUS
#4 BARS 6" O.C.E.W.
SEPARATE CONDUITS FROM WETWELL TO
WETWELL TO PANEL POST 4" PVC VENT PIPE FROM LOCK-JOINT SLEEVE ON
EXISTING GRADE
SECTION A-A
N.T.S.
(TYPICAL)
ON ALL THRU-WALL PIPING
GROUT
7
2
6
34
12
#10 STRAND MINIMUM FROM CONTROL PANEL TO J-BOX.
PUMP STATION PANEL ENCLOSURE SHALL BE APPROVED BY AMUC. PUMP CONTROL PANEL ENCLOSURES SHALL BE A NEMA 3R 304 SS DEAD-FRONT PANEL AND SHALL INCLUDE ALL COMPONENTS FOR OPERATING TWO PUMPS AND LIQUID LEVEL REGULATORS, INCLUDING TCU WITH RADIO AND PUMP CONTROLLER , SURGE SUPPRESSOR, APPROPRIATE PUMP CONTROL RELAYS, 200 AMPERE RUSSELL & STOLL GENERATOR RECEPTACLE AND ANGLE ADAPTER, MODEL NUMBER JRS-2044 AND ANCILLARY FACILITIES. PUMP CONTROL PANELS SHALL BE PROVIDED BY THE PUMP SUPPLIER.
2.)
1.)
NOTE: SEE DETAIL AMUC-WW-17 FOR EQUIPMENT SPECIFICATIONS, GENERAL NOTES AND PUMP DATA
17
45°
Sheet: 1 File: L:\0053-ArthrexCommercePark-PPL\Models\ForceMain\REV01\Perf_NP3102.181MT-464_5hp_v01.pdf Missing or invalid reference
*THE PS014 SERVICE AREA CONSISTS OF THE PHASE ONE 50 ACRE COMMERCIAL TRACT AND FUTURE DEVELOPMENT PARCELS TOTALING 180 ACRES. WETWELL, FORCE MAIN, AND GRAVITY MAINS ARE DESIGNED TO SERVICE THE PHASE ONE AREA AND FUTURE DEVELOPMENT PARCELS. PUMPS ARE DESIGNED TO SERVICE THE PHASE ONE AREA ONLY AND SHALL BE UPGRADED AS NEEDED WITH FUTURE DEVELOPMENT.
6/24/11 REVISED PER OWNER (AMUC SUBMITTAL)1 9/29/11 REVISED PER OWNER3 3
SILT FENCE IS TO BE MAINTAINED IN-PLACE UNTIL COMPLETION OF CONSTRUCTION
DEL WEBB OF NAPLES GOLF COURSE AND
COMMUNITY
200'
PARCEL BOUNDARY PROJECT BOUNDARY
INSTALL DOUBLE ROW OF SILT FENCE ADJACENT TO SFWMD WETLAND.
INSTALL FLOATING/STAKED
BALES BACKED BY FENCE
LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES
NOTE: BALES TO BE STAKED AT THE DIRECTION OF THE ENGINEER
2.)
3.)
4.)
5.)
1.)
SILT FLOW
7.)
8.)
10.)
11.)
9.)
6.)
12 " M
E
2 1/2" MIN. DIA. 2" x 4" 1 1/2" x 1 1/2" 1.33 LBS / FT. MIN. FILTER FABRIC (IN
CONFORMANCE WITH SEC. 985 FDOT SPEC.)
NOTE: SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF)
TYPE A OR B FENCE
SAND BAGS
SAND BAGS
DITCH DITCH
ROCK BAGSROCK
OPEN RISER
ANCHOR BALES WITH 2 - 2" x 2" x 4' STAKES PER BALE
CURB & GUTTER
CURB & GUTTER
OVERLAP ENDS
ANCHOR BALES WITH 2 - 2" x 2" x4' STAKES PER BALE
FILL SLOPE
6' MIN. PLAN
BALES TO BUTT
TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE
LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM EDGE OF BALES
SOD LIMITS OF CONSTRUCTION
SILT FLOWPOST RAIL
NOTE: SPACING FOR TYPE III FENCE TO BE IN ACCORDANCE WITH CHART I, SHEET 1 OF 3 AND DITCH INSTALLATIONS AT DRAINAGE STRUCTURES SHEET 2 OF 3
1' MIN. RECOMMENDED
SILT FLOW
SOD LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM EDGE OF BALES
SPACING: BALE BARRIERS FOR PAVED DITCHES SHOULD BE SPACED IN ACCORDANCE WITH CHART I, SHEET 1 OF 3, INDEX No. 102
SILT FENCE APPLICATIONS
DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
6'
50 '
5' TYP. 1' MIN. RECOMMENDED
FL O
1' MIN. RECOMMENDED
WOVEN FILTER FABRIC IN ABSENCE OF ESTABLISHED GRASS (APPROX. 12' x 12') SECURE EDGES BY ENTRENCHING AND EXTEND UNDER BAGS AND BALES. FABRIC SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD SPECIFICATIONS. COST OF FABRIC TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR BALED HAY OR STRAW, TN.
SAND BAGS
5' MIN.
ANCHOR LOWER BALES WITH 2 - 2" x 2" x 4' STAKES PER BALE ANCHOR TOP BALES TO LOWER BALES WITH 2 - 2" x 2" x 4' STAKES PER BALE
ANCHOR BALES WITH 2 - 2" x 2" x 4' STAKES PER BALE
APPLICATION AND SPACING: THE USE OF TYPE I & II BALE BARRIERS SHOULD BE LIMITED TO THE CONDITIONS OUTLINED IN CHART I, SHEET 1 OF 3, IND

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