X Brian A. Foulkes, P.E. P.E. No. 63928, FL 201 East … · wrapidseal heat shrink seal (typ) 1/2"...
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REMOVE EXST MANWAY & TOP OF WETWELL AS INDICATED CUT ACCESSWAY 5'-0" BELOW GRADE & REMOVE SECTION EXST GRADE FIN FL EL 79.02 DRY WELL CUT WET WELL 5'-0" BELOW GRADE & REMOVE SECTION REMOVE EXST FM REMOVE, CLEAN & PALLETIZE EXST BRICK PAVERS (REFFERENCE SPECIFICATION 02050 FOR SALVAGE & TRANSPORTATION REQUIREMENTS OF BRICKS) REMOVE ALL EXST (ABOVE & BELOW GRADE) DISCHARGE PIPING FROM EXST PUMPS TO PROP CONNECTION 8' Ø WET WELL FILL DISCHARGE PIPE & VENT PIPES W/ FLOWABLE FILL REMOVE ALL EXST INTERNAL COMPONENTS INCLUDING PUMPS, PIPING CONDUIT, CONTROLS, DEHUMIDIFIER, BLOWER, VENT, LADDER, ETC. FILL EXST ACCESS WAY & DRY WELL COMPLETELY W/ FLOWABLE FILL FILL WET WELL COMPLETELY W/ FLOWABLE FILL REMOVE ELECTRICAL EQUIPMENT AS DETAILED IN ELECTRICAL DRAWINGS EXIST 15" SS (N) EXIST 8" SS (E) TOP OF SLAB EL 97.02 FILL EXST 8" SUCTION PIPE W/ GROUT & CAP W/ 8" BLIND FLANGE INV EL 82.92± INV EL 84.02± ACCESSWAY DEMOLISH EXISTING BUILDING FOUND ND LB1 WOOD POST FENCE CHAIN LINK FENCE 14" PINE 16" PALM 14" OAK 16" OAK CHAIN LINK FENCE CHAIN LINK FENCE FOUND IR 5/8 SS- TOP 97.02 4" DIP STUB 4" DIP STUB SPIG ANTENNA ARV SV CO 4 14" PINE CHAIN LINK FENCE GATE GATE CHAIN LINK FENCE 18" PINE 18" CAMPHOR UNKNOWN UTILITY UNKNOWN UTILITY UNKNOWN UTILITY UNKNOWN UTILITY FM FM x x x W W W xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx ONE STORY BLOCK BUILDING FFE = 96.88 15.45' 18.54' 15.35' SS SS 'SS 8''SS 8''SS 8''SS SS- TOP 96.18 8" RCP W INV 83.33 8" CLAY SW INV 83.33 SS- TOP 95.24 4" PVC NE INV 92.54 15" RCP S INV 83.44 15" RCP W INV 83.39 8" CLAY E INV 86.24 FM VALVE TOP 95.80 12" DIP TOP 92.80 WV WET WELL 8' INSIDE DIA. TOP ELEV 97.02 BOTTOM ELEV 79.02 15" RCP N INV 84.02 8" RCP E INV 82.92 LIFT STATION 36" ROUND HATCH TOP ELEV 97.74 BOTTOM ELEV 78.34 2' SS 8" RCP 8" CLAY 15" RCP 8" CLAY 15" RCP N89° 40' 53"E 92.95' MEAS N0°02'W 114.73' PLAT N0° 25' 49"W 114.67' MEAS LOT 22 BLOCK "J" GULFSTREAM ROAD (60' RIGHT OF WAY) 10' UTILITIES EASEMENT 30.00' EAST 92.9' PLAT LOT 23 BLOCK "J" LOT 23 BLOCK "J" N89° 44' 34"E 50.00' S0° 24' 04"E 114.66' S89° 50' 57"W 50.00' N0° 24' 04"W 114.57' (EASEMENT) EASEMENT OR 1186, PG 266 CENTER OF ROAD RIGHT OF WAY LINE 15' SANITARY SEWER EASEMENT X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REMOVE EXISTING FENCE REMOVE EXISTING ANTENNA X X X X X X X REMOVE EXISTING 12" FM ABANDON EXISTING DRY WELL AND REMOVE EXISTING PUMPS, DISCHARGE PIPING, AND APPURTENANCES, CUT DRY WELL AS SHOWN AND FILL WITH FLOWABLE FILL REMOVE EXISTING LIQUID PROPANE TANKS (SEE NOTE 1) REMOVE EXISTING ELECTRICAL PANEL AND GENERATOR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TREE REMOVED BY OTHERS (SEE NOTE 12) REMOVE EXISTING WATER SERVICE LINE REMOVE EXISTING 15" SS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REMOVE EXISTING SS MANHOLE REMOVE EXISTING 8" SS REMOVE EXISTING 8" SS REMOVE, CLEAN & PALLETIZE EXST BRICK PAVERS (REFERENCE SPECIFICATION 02050 FOR SALVAGE & TRANSPORTATION REQUIREMENTS OF BRICKS) (SEE NOTE 2) X X X X X X X X REMOVE ASPHALT AS REQUIRED REMOVE EXISTING PLUG VALVE DEMOLISH EXISTING BUILDING TREE REMOVED BY OTHERS (SEE NOTE 12) REMOVE EXISTING MANHOLE REMOVE EXISTING CURB AS REQUIRED TREE PROTECTION BARRICADE SF SF SF SF SF SF SF SF SF ±24' ±50' REMOVE EXISTING SIDEWALK SILT FENCE (TYP) 1 C501 2 C501 REMOVE EXISTING LIFT STATION SIGN AND REPLACE ON NEW GATE TREES REMOVED BY OTHERS (SEE NOTE 12) EXISTING LS NO. 28 SITE DEMOLITION PLAN SCALE: 1"=10' EXISTING LS NO. 28 WET WELL & DRY WELL DEMOLITION SECTION A C101 SCALE: 3/8"=1'-0" A C101 ENG. BUSINESS NO. 2429 Brian A. Foulkes, P.E. P.E. No. 63928, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ www.tetratech.com MARK DATE DESCRIPTION BY 3/13/2017 4:19:23 PM - P:\IER\08510\200-08510-15004\CAD\SHEETFILES\C101 - LS NO. 28 EXIST.DWG - DAVALOS, PAULA 1 A B C D E F 2 3 4 5 6 7 Bar Measures 1 inch Copyright: Tetra Tech LIFT STATION Nos. 28, 54, 60, 67 UPGRADES 201 EAST PINE STREET, SUITE 1000 ORLANDO, FLORIDA 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 0 SCALE: 5' 10' 20' 1"=10' N NOTE: 1. ALL WORK ASSOCIATED WITH REMOVAL, RELOCATION AND INSTALLATION THE LP STORAGE TANK, PIPING AND APPURTENANCES SHALL BE PERFORMED BY THE TANK OWNER (AMERIGAS) AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE PROPOSED SLAB TO THE SATISFACTION OF AMERIGAS AND THE CITY. AT LEAST 14 DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH AMERIGAS AT 407-855-1411. 2. BRICK PAVERS TO BE DELIVERED BY PALLET TO 5100 L.B. McLEOD ROAD, ORLANDO, FL 32811. 3. CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROVIDE FOR PEDESTRIAN MOT AND TEMPORARY FENCING TO AVOID ANY POTENTIAL SAFELY ISSUES AT OR AROUND THE SITE. 4. PEDESTRIAN MOT SHALL BE REVIEWED AND APPROVED BY CITY, SCHOOL AND ENGINEER PRIOR TO ANY ONSITE WORK BY THE CONTRACTOR. THE MOT MAY INCLUDE BUT NOT LIMITED TO, SIGNAGE, BARRICADES, FENCING, AND TEMPORARY SIDEWALKS. 5. TEMPORARY FENCING SHALL BE A MINIMUM OF 6 FEET TALL CHAIN LINK FENCE SECURED SECURELY IN THE GROUND. GATES SHALL BE LOCKABLE AND SECURE. 6. THE CONTRACTOR SHALL COORDINATE REGULARLY WITH THE ORANGE COUNTY SCHOOL BOARD AND ALTERNATIVE EDUCATION SCHOOL TO MAINTAIN PUBLIC SAFETY AND MINIMIZE IMPACT TO THE SCHOOL OPERATION. INCLUDE A COORDINATION MEETING PRIOR TO ANY WORK ONSITE AND AS REQUESTED BY THE SCHOOL AS ISSUES IN THE FIELD ARISE. 7. THE ENTRANCES TO THE ALTERNATIVE EDUCATION SCHOOL SHALL NEVER BE BLOCKED OR OBSTRUCTED. 8. CONTRACTOR SHALL STAY WITHIN THE LIMITS OF THE EASEMENT OR TEMPORARY CONSTRUCTION EASEMENT. 9. WHEN SCHOOL IS IN SESSION CONTRACTOR SHALL LIMIT WORK ON THE SITE FROM THE HOURS OF 9 AM TO 3:30 PM. WHEN SCHOOL IS OUT OF SESSION THE CONTRACTOR SHALL BE ALLOWED TO WORK FROM 7 AM TO 3:30 PM. 10. MANHOLE TO BE INSTALLED ON WEEKEND, OR WHILE SCHOOL IS NOT IN SESSION. 11. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE RESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR TO DISTRIBUTION. REFER TO MOT NOTES ON G-002. 12. TREE REMOVAL BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO REMOVE STUMP AND ROOTS AS REQUIRED FOR CONSTRUCTION. ENG. BUSINESS NO. 2429 Brian A. Foulkes, P.E. P.E. No. 63928, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ www.tetratech.com MARK DATE DESCRIPTION BY 3/13/2017 4:19:23 PM - P:\IER\08510\200-08510-15004\CAD\SHEETFILES\C101 - LS NO. 28 EXIST.DWG - DAVALOS, PAULA 1 A B C D E F 2 3 4 5 6 7 Bar Measures 1 inch Copyright: Tetra Tech LIFT STATION Nos. 28, 54, 60, 67 UPGRADES 201 EAST PINE STREET, SUITE 1000 ORLANDO, FLORIDA 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 ENG. BUSINESS NO. 2429 Brian A. Foulkes, P.E. P.E. No. 63928, FL 201 East Pine Street, Suite 1000 Orlando, Florida 32801 Engineering Business No. 2429 ________________________ DATE ______________ www.tetratech.com MARK DATE DESCRIPTION BY 3/13/2017 4:19:23 PM - P:\IER\08510\200-08510-15004\CAD\SHEETFILES\C101 - LS NO. 28 EXIST.DWG - DAVALOS, PAULA 1 A B C D E F 2 3 4 5 6 7 Bar Measures 1 inch Copyright: Tetra Tech LIFT STATION Nos. 28, 54, 60, 67 UPGRADES 201 EAST PINE STREET, SUITE 1000 ORLANDO, FLORIDA 32801 PHONE: (407) 839-3955 FAX: (407) 839-3790 C101 LS. 28 EXISTING SITE & DEMOLITION PLAN NOTE: PIPING AND EQUIPMENT ROTATED FOR CLARITY
Transcript of X Brian A. Foulkes, P.E. P.E. No. 63928, FL 201 East … · wrapidseal heat shrink seal (typ) 1/2"...
REMOVE EXST MANWAY& TOP OF WETWELL ASINDICATED CUT ACCESSWAY 5'-0"
BELOW GRADE &REMOVE SECTION
EXST GRADE
FIN FL EL 79.02
DRY WELL
CUT WET WELL 5'-0"BELOW GRADE &REMOVE SECTION
REMOVE EXST FM
REMOVE, CLEAN & PALLETIZE EXST BRICK PAVERS(REFFERENCE SPECIFICATION 02050 FOR SALVAGE& TRANSPORTATION REQUIREMENTS OF BRICKS)
REMOVE ALL EXST (ABOVE &BELOW GRADE) DISCHARGEPIPING FROM EXST PUMPSTO PROP CONNECTION
8' Ø WET WELL
FILL DISCHARGE PIPE &VENT PIPES W/ FLOWABLEFILL
REMOVE ALL EXSTINTERNAL COMPONENTSINCLUDING PUMPS, PIPINGCONDUIT, CONTROLS,DEHUMIDIFIER, BLOWER,VENT, LADDER, ETC.
FILL EXST ACCESS WAY &DRY WELL COMPLETELYW/ FLOWABLE FILL
FILL WET WELLCOMPLETELY W/FLOWABLE FILL
REMOVE ELECTRICAL EQUIPMENT ASDETAILED IN ELECTRICAL DRAWINGS
EXIST 15" SS (N)
EXIST 8" SS (E)
TOP OF SLAB EL 97.02
FILL EXST 8"SUCTION PIPEW/ GROUT & CAP W/8" BLIND FLANGE
INV EL 82.92±
INV EL 84.02±
ACCESSWAY
DEMOLISH EXISTING BUILDING
FOUND ND LB1
WOOD POST FENCE
CHAIN LINK FENCE
14" PINE
16" PALM
14" OAK16" OAK
CHAIN LINK FENCE
CHAIN LINK FENCE
FOUND IR 5/8
SS-TOP 97.02
4" DIP STUB4" DIP STUB
SPIG
ANTENNAARV
SV
CO 4
14" PINE
CHAIN LINK FENCE
GATE
GATE
CHAIN LINK FENCE
18" PINE
18" CAMPHOR
UNKNOWN UTILITY
UNKNOWN UTILITY
UNKNOWN UTILITY
UNKNOWN UTILITY
FMFM
x x x
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ONE STORY BLOCKBUILDING
FFE = 96.88
15.45'
18.5
4'
15.35'
SS
SS
8''S
S
8''S
S
8''S
S
8''S
S
SS-TOP 96.188" RCP W INV 83.338" CLAY SW INV 83.33
SS-TOP 95.24
4" PVC NE INV 92.5415" RCP S INV 83.44
15" RCP W INV 83.398" CLAY E INV 86.24
FM VALVETOP 95.8012" DIP TOP 92.80
WV
WET WELL8' INSIDE DIA.
TOP ELEV 97.02BOTTOM ELEV 79.0215" RCP N INV 84.02
8" RCP E INV 82.92
LIFT STATION36" ROUND HATCH
TOP ELEV 97.74BOTTOM ELEV 78.34
2'
SS
8" RCP8"
CLA
Y
15" R
CP
8" CLAY15" RCP
N89° 40' 53"E 92.95' MEASN
0°02
'W 1
14.7
3' P
LAT
N0°
25'
49"
W
114.
67' M
EA
S
LOT 22BLOCK "J"
GULFSTREAM ROAD
(60' RIGHT OF WAY)
10' UTILITIES EASEMENT
30.0
0'
EAST 92.9' PLAT
LOT 23BLOCK "J"
LOT 23BLOCK "J"
N89° 44' 34"E 50.00'
S0°
24'
04"
E
114.
66'
S89° 50' 57"W 50.00'
N0°
24'
04"
W
114.
57' (
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NT)
EASEMENTOR 1186, PG 266
CENTER OF ROAD
RIGHT OF WAY LINE
15' SANITARY SEWER EASEMENT
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X X X X X XX
REMOVE EXISTING 12" FM
ABANDON EXISTING DRY WELL AND REMOVEEXISTING PUMPS, DISCHARGE PIPING, AND
APPURTENANCES, CUT DRY WELL ASSHOWN AND FILL WITH FLOWABLE FILL
REMOVE EXISTINGLIQUID PROPANE TANKS
(SEE NOTE 1)
REMOVE EXISTING ELECTRICALPANEL AND GENERATOR
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TREE REMOVED BYOTHERS (SEE NOTE 12)
REMOVE EXISTING WATERSERVICE LINE
REMOVE EXISTING 15" SS
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XXX X X X X X X X X X X X REMOVE EXISTING SS MANHOLE
REMOVE EXISTING 8" SS
REMOVE EXISTING 8" SS
REMOVE, CLEAN & PALLETIZE EXST BRICK PAVERS(REFERENCE SPECIFICATION 02050 FOR SALVAGE& TRANSPORTATION REQUIREMENTS OF BRICKS)(SEE NOTE 2)
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REMOVE ASPHALT AS REQUIRED
REMOVE EXISTINGPLUG VALVE
DEMOLISH EXISTING BUILDING
TREE REMOVED BYOTHERS (SEE NOTE 12)
REMOVE EXISTING MANHOLE
REMOVE EXISTING CURB AS REQUIRED
TREE PROTECTIONBARRICADE
SF
SF
SF
SF
SF
SF
SF
SF
SF
±24'
±50'
REMOVE EXISTING SIDEWALK
SILT FENCE(TYP)
1C501
2C501
REMOVE EXISTING LIFT STATIONSIGN AND REPLACE ON NEW GATE
TREES REMOVED BYOTHERS (SEE NOTE 12)
EXISTING LS NO. 28 SITE
DEMOLITION PLAN
SCALE: 1"=10'
EXISTING LS NO. 28 WET WELL &
DRY WELL DEMOLITION SECTIONAC101 SCALE: 3/8"=1'-0"
AC101
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NOTE:
1. ALL WORK ASSOCIATED WITH REMOVAL, RELOCATION AND INSTALLATION THE LP STORAGE TANK, PIPING ANDAPPURTENANCES SHALL BE PERFORMED BY THE TANK OWNER (AMERIGAS) AND PAID FOR BY THE CONTRACTOR.THE CONTRACTOR SHALL PROVIDE AND INSTALL THE PROPOSED SLAB TO THE SATISFACTION OF AMERIGAS ANDTHE CITY. AT LEAST 14 DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH AMERIGASAT 407-855-1411.
2. BRICK PAVERS TO BE DELIVERED BY PALLET TO 5100 L.B. McLEOD ROAD, ORLANDO, FL 32811.3. CONTRACTOR SHALL TAKE ALL MEANS NECESSARY TO PROVIDE FOR PEDESTRIAN MOT AND TEMPORARY
FENCING TO AVOID ANY POTENTIAL SAFELY ISSUES AT OR AROUND THE SITE.4. PEDESTRIAN MOT SHALL BE REVIEWED AND APPROVED BY CITY, SCHOOL AND ENGINEER PRIOR TO ANY ONSITE
WORK BY THE CONTRACTOR. THE MOT MAY INCLUDE BUT NOT LIMITED TO, SIGNAGE, BARRICADES, FENCING, ANDTEMPORARY SIDEWALKS.
5. TEMPORARY FENCING SHALL BE A MINIMUM OF 6 FEET TALL CHAIN LINK FENCE SECURED SECURELY IN THEGROUND. GATES SHALL BE LOCKABLE AND SECURE.
6. THE CONTRACTOR SHALL COORDINATE REGULARLY WITH THE ORANGE COUNTY SCHOOL BOARD ANDALTERNATIVE EDUCATION SCHOOL TO MAINTAIN PUBLIC SAFETY AND MINIMIZE IMPACT TO THE SCHOOLOPERATION. INCLUDE A COORDINATION MEETING PRIOR TO ANY WORK ONSITE AND AS REQUESTED BY THESCHOOL AS ISSUES IN THE FIELD ARISE.
7. THE ENTRANCES TO THE ALTERNATIVE EDUCATION SCHOOL SHALL NEVER BE BLOCKED OR OBSTRUCTED.8. CONTRACTOR SHALL STAY WITHIN THE LIMITS OF THE EASEMENT OR TEMPORARY CONSTRUCTION EASEMENT.9. WHEN SCHOOL IS IN SESSION CONTRACTOR SHALL LIMIT WORK ON THE SITE FROM THE HOURS OF 9 AM TO 3:30
PM. WHEN SCHOOL IS OUT OF SESSION THE CONTRACTOR SHALL BE ALLOWED TO WORK FROM 7 AM TO 3:30 PM.10. MANHOLE TO BE INSTALLED ON WEEKEND, OR WHILE SCHOOL IS NOT IN SESSION.11. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN
NOTIFICATION TO THE RESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (1) WEEK INADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THENOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR TO DISTRIBUTION. REFER TO MOT NOTES ON G-002.
12. TREE REMOVAL BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO REMOVE STUMP ANDROOTS AS REQUIRED FOR CONSTRUCTION.
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NOTE:
PIPING AND EQUIPMENT ROTATED FOR CLARITY
PROPOSEDGRADE
PROPOSED FRP WET WELL LINER
36"
WET WELL
ELECTRICAL CONDUITTO CONTROL PANEL
PROPOSED POWER CABLE
PROPOSED 316 SSTDOUBLE GUIDE RAILS
6" 45° BENDS (FLG)(TYP)
1" PROPOSED PW
OFFSET PIPE SUPPORT(316 SST SPACED 10' MAX)
3'-0
" MIN
(4) 3/4" DIA x 11" 316 SST ANCHORBOLTS TO EXTEND 7" INTO BASE (EPOXY)
PROPOSED LIFTING CHAIN(MIN 1/4" SST CHAIN)
1"
7C504
1C504
4C503
6C503
8'-0" Ø
6C504
1'-0
"
FIN FL EL 73.50
TOP OF SLAB EL 96.30
12"MIN
1" DRAIN
(SLOPE @ 1% MIN. TO WET WELL)
INV EL 82.77
PROPOSED 20" SS (E)(ROTATED FOR CLARITY)
SLOPE PROP GROUTAS PER PUMP MFRRECOMMENDATIONS
HWL EL 82.33
ALL ON EL 81.83
ALL OFF EL 76.00
FLOATS INSTALLEDBY CONTRACTORAND FINAL FLOATELEVATIONS SETBY CITY
PROPOSED WALLPENETRATION
5C503
8" CV (FLG)(TYP)
8" PV (FLG)(TYP)
8" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)8" SPOOL (12" MIN. LENGTH) W/ PRESSURE GAUGE (TYP)
AIR RELEASE VALVE W/ 1" NPT PROPOSED ELECCONTROL PANEL
8" 90° BEND (TYP)8" WYE (FLG) (TYP)8"x6" TEE (FLG), 6" PV (FLG)(TYP)
PROPOSED AL SAFE-HATCH OR EQUAL
PROPOSED 6"CONC EQUIP PAD
PROPOSED HOSE BIBB
2" 316 SST BALL VALVE
PROPOSED 12" PRECAST CONC TOPSLAB (SEE NOTE 1 THIS SHEET)
4" 316 SS (SCH40) GOOSNECK VENT W/ 316SS SCREEN (LOCATION DETAILED IN PLANROTATED FOR CLARITY)
8" RESTRAINED FAC W/ 316 SST HARDWARE (TYP)
316 SST FLOAT HANGER
PROPOSED 8" FLANGED DISCHARGEPIPE 10' LENGTHS MAX (TYP)
PROPOSED FDOT NO. 57GRANITE W/ FILTERFABRIC (TYP)
FRP NECK AROUND HATCH OPENING
FRP STUB THROUGH TOP SLAB(TYP FOR ALL SLAB PENETRATION)1" TRUE UNION
8"X6" REDUCER (FLG)
5'-0" (MIN.)
PENETRATIONSEAL (TYP OF 3)
WRAPIDSEAL HEATSHRINK SEAL (TYP)
1/2" EXPANSIONJOINT W/ BACKER
ROD AND SEALANT
12"x8" TEE (FLG)
LINK SEAL(TYP)
2' MIN.
PROPOSED 8'-0" Ø (I.D.) CONC WET WELL (ASTM C478)
4C503
8C503
PROPOSED12" FM
1" DRAIN
PER MANUFACTURERREQUIREMENTS
PROPOSED WET WELL W/NEW PUMP, DISCHARGEPIPING & TOP SLAB
6" QUICK CONNECT FORBY-PASS CONNECTION
SST PIPESUPPORT (TYP)
316 SST FLOATCABLE HOLDERBOTH SIDES (TYP)1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FORLEVEL TRANSDUCER
AL SAFE-HATCH(SEE NOTE 3THIS SHEET)
6" MIN. CLEARANCEALL SIDES
6" MIN.
6" MIN.
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
PROPOSEDELECTRICALCONTROL PANEL
PROPOSED1" PW
PROPOSEDTELEMETRYANTENNA
PROPOSEDWASHDOWN STATION
PROPOSED21" SS
PROPOSEDHOSE VALVE
PROPOSEDCONCRETE SLAB
12'-8"
23'-8"
5'-0" (MIN.)
PROPOSEDBACKFLOW PREVENTER
FOUND ND LB1
WOOD POST FENCE
CHAIN LINK FENCE
4" DIP STUB4" DIP STUB
ARV
18" CAMPHOR
UNKNOWN UTILITY
UNKNOWN UTILITY
UNKNOWN UTILITY
UNKNOWN UTILITY
FMFM
x x x
WW
W
xxxx
xxxx
xx
8''S
S
SS-TOP 95.24
4" PVC NE INV 92.5415" RCP S INV 83.44
15" RCP W INV 83.398" CLAY E INV 86.24
WV
SS
8" C
LAY
8" CLAY15" RCP
N89° 40' 53"E 92.95' MEASN
0°02
'W 1
14.7
3' P
LAT
N0°
25'
49"
W
114.
67' M
EA
S
LOT 22BLOCK "J"
GULFSTREAM ROAD
(60' RIGHT OF WAY)
30.0
0'
EAST 92.9' PLAT
LOT 23BLOCK "J"
LOT 23BLOCK "J"
N89° 44' 34"E 50.00'
S0°
24'
04"
E
114.
66'
N0°
24'
04"
W
114.
57' (
EA
SE
ME
NT)
CENTER OF ROAD
RIGHT OF WAY LINE
PROPOSED 6' CHAIN LINK FENCE
PROPOSED 15'WIDE DRIVEWAY
PROPOSED 16'SLIDE GATE
PROPOSED CONCRETE CURB
PROPOSED FDOT NO.57 GRANITEWITH FILTER FABRIC (TYP)
CONNECT TO EXISTINGWATER SERVICE LINE.INSTALL NEW METER
PROPOSED PAVEMENTRESTORATION. PAVINGLIMITS TO INCLUDE FULLWIDTH OF ROAD FOR 50 LF
PROPOSED CONTROL PANEL
PROPOSED FUEL PADWITH STORAGE TANK
PROPOSEDWASHDOWN STATION
PROPOSED 1" PW
PROPOSED 22'-4" X 23'-8"CONCRETE SLAB
PROPOSED ANTENNA
PROPOSED HOSE VALVE
PROPOSED PRE-CASTBUILDING AND DIESELGENERATOR IN BUILDING
xx xx xx
xxxx
xxxx
xxxx
xxxx
xxxxxxxxxxxx
xxxx
xxxx
xxxx
xxxx
xx xx
1C506
1C505
2C505
1C505
6C504
5C501
6C501
2C506
3C504
4C504
12" 90° BEND (MJ)N 1519351.60, E 523705.17
CONNECT TO EXISTING 12"SANITARY FORCE MAINN 1519386.81, E 523704.92( * FIELD VERIFY DEPTH)
60'-0
"
3C506
PROPOSEDBACKFLOWPREVENTER
19'-4"
10'-6
"13
'-5"
15'-0"
±24
±50
5' MIN.
EXISTING 12" FM
2C504
PROPOSED LIGHT POLE
8C5045' SIDEWALK
5C501
6C501
*CONTRACTOR TO FIELD VERIFYINVERT DEPTH OF EXISTING SS
THROUGH SUE, SOFT DIG
*
WM
PROPOSED 12" FM
REPAIR ALL DISTURBEDGRASS AREAS W/ SOD
UE
PROPOSED UNDERGROUNDELECTRIC TO OUC METER
3'-1"
CONNECT TO EXISTING SS W/MISSION OR FERNCO COUPLING,
PER SPECIFICATION 15050
12" 90° BEND (MJ)N 1519351.70, E 523720.07
POINT TABLE
ID
1
2
3
4
5
6
7
8
9
10
11
DESCRIPTION
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
BLDG CORNER
BLDG CORNER
BLDG CORNER
CONCRETE CORNER
CONCRETE CORNER
ELEV
96.05'
96.10'
96.75'
96.50'
96.05'
96.00'
96.00'
96.00'
96.00'
96.10'
96.15'
NORTHING
1519383.25
1519383.22
1519322.56
1519322.83
1519383.49
1519383.35
1519380.03
1519380.14
1519365.03
1519354.48
1519354.63
EASTING
523690.94
523686.52
523686.95
523729.28
523728.85
523706.44
523709.18
523725.54
523709.28
523706.37
523728.72
POINT TABLE
ID
12
13
14
15
16
17
18
19
20
21
22
DESCRIPTION
CONCRETE CORNER
CONCRETE CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
ELEV
96.30'
96.25'
96.33'
95.66'
95.70'
95.62'
95.63'
95.31'
94.94'
95.09'
95.37'
NORTHING
1519331.54
1519331.38
1519323.02
1519393.48
1519393.42
1519398.36
1519398.31
1519404.68
1519411.66
1519411.77
1519404.75
EASTING
523728.88
523706.52
523706.57
523706.12
523691.12
523706.08
523691.08
523691.04
523687.99
523708.99
523706.04
TOC = TOP OF CURBBOC = BOTTOM OF CURB
POINT TABLE
ID
23
24
25
26
27
28
29
30
31
32
33
DESCRIPTION
SIDEWALK CORNER
SIDEWALK CORNER
SIDEWALK CORNER
SIDEWALK CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
CONNECT TO EXISTING
12" 90° BEND
12" 90° BEND
ELEV
95.60'
95.66'
95.51'
95.65'
95.13'
95.24'
94.90'
94.90'
92.00'
92.50'
92.50'
NORTHING
1519398.26
1519393.39
1519398.49
1519393.56
1519411.79
1519435.64
1519435.08
1519411.49
1519386.81
1519351.60
1519351.70
EASTING
523679.09
523679.12
523729.10
523729.11
523715.99
523715.72
523665.55
523665.89
523704.92
523705.17
523720.07
*
* FIELD VERIFY DEPTH
SS-TOP 96.778" CLAY NE INV 83.778" CLAY SW INV 84.078" CLAY S INV 83.778" CLAY S INV 89.57
8" C
LAY
8" C
LAY
8" C
LAY
8" CLAY
SEE STRUCTURALDRAWING S001
EL 68.00
PROPOSED LS NO. 28 SITE PLAN
SCALE: 1"=10'
PROPOSED LS NO. 28
IMPROVEMENTS - SECTIONAC102 SCALE: 3/8"=1'-0"
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Bar Measures 1 inch
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N
PROPOSED LS NO. 28 - PLAN
SCALE: 3/8"=1'-0"
0
SCALE:
5' 10' 20'
1"=10'
AC102
NOTES:1. TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12"
AND CONFORM TO ASTM C478. THE SLAB SHALL BEDESIGNED FOR AASHTO H20 LOADING. REINFORCINGIN THE SLAB SHALL BE A MINIMUM OF #5@6" O/C, TOPAND BOTTOM, 2" CLEAR. PROVIDE 2#7 BARS ADJACENTTO OPENINGS (FULL LENGTH OF SLAB). THECONCRETE SHALL MEET THE MINIMUM COMPRESSIVESTRENGTH f'c=4,000 PSI AND THE REINFORCING SHALLMEET A YIELD STRENGTH Fy=60,000 PSI.
2. CONTRACTOR SHALL COORDINATE WITH PUMPMANUFACTURER AND ACCESS HATCH MANUFACTURERFOR FINAL HATCH DIMENSIONS TO ALLOW ADEQUATECLEARANCE (6" MIN. ALL SIDES) FOR PUMP REMOVAL.
3. ALL FM PIPING AND APPURTENANCES SHALL BERESTRAINED.
4. ALL WORK ASSOCIATED WITH REMOVAL, RELOCATIONAND INSTALLATION THE LP STORAGE TANK, PIPING ANDAPPURTENANCES SHALL BE PERFORMED BY THE TANKOWNER (AMERIGAS) AND PAID FOR BY THECONTRACTOR. THE CONTRACTOR SHALL PROVIDEAND INSTALL THE PROPOSED SLAB TO THESATISFACTION OF AMERIGAS AND THE CITY. AT LEAST14 DAYS PRIOR TO CONSTRUCTION THE CONTRACTORSHALL COORDINATE WITH AMERIGAS AT 407-855-1411.
5. IF CONTRACTOR REQUIRES BYPASS OF MANHOLE NO.1, MANHOLES ARE LOCATED APPROXIMATELY 270'WEST AND 320' EAST ALONG GULFSTREAM ROAD FROMEXISTING MANHOLE NO.1
6. INSTALLATION OF MANHOLE NO. 1 SHALL BECOMPLETED WHEN SCHOOL IS NOT IN SESSION.
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8, 5
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C102
LS N
O. 2
8P
RO
PO
SE
DIM
PR
OV
EM
EN
TS
N
4C504
22'-4
"
3C504
2C504
SD
SD
CHAIN LINK FENCE
CHAIN LINK FENCE
WM
30" HEDGE
ELEC PANEL
BFPSPIG
WM
CHAIN LINK FENCECHAIN LINK FENCE
CHAIN LINK FENCE
FOUND IP 2
36" EAR
CO 4
20" OAK
10" OAK
CHAIN LINK FENCE
14" CYPRESS
20" OAK
10" MAPLE
ICV
xxxx
xx
UE
WW
xx xx xx xx
xx
xx
xx xx xx xx xxxx
xxxx
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xx
SS
SD
SD
SD
SD-TOP 98.0512" RCP S INV 95.95
4' DIA. WET WELLTOP 98.94
BOTTOM ELEV 85.548" CLAY N INV 91.04
ANTENNA
4" FM
8" C
LAY
EDGE OF WATER
EDGE OF WATER
RIGHT OF WAY LINE
PROPERTY LINES
UN
C
OU
RT
CURBCURB
SIDEWALK
30' RIGHT-OF-WAYPER PLAT BOOK "M", PAGE 80
ZON
E "X
"
ZON
E "A
E"
ELE
V. 9
8.0
CITY OF ORLANDO( NOT PLATTED)
PROPERTY NOT PLATTED
REMOVE EXISTING FENCE
X X X X X X X X X X X X X X X X X X X X X XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
ABANDON EXISTING WET/ DRYWELL ANDREMOVE EXISTING PUMPS, DISCHARGEPIPING , AND APPURTENANCES. CUT WET/DRY WELL 5' BELOW FINISH GRADE AND FILLWET/ DRY WELL WITH FLOWABLE FILL.
REMOVE EXISTING ELECTRICALPANEL AND ANTENNA
ABANDON EXISTING 8"SANITARY SEWER. CAP ANDFILL WITH FLOWABLE FILL.
ABANDON EXISTING 4" SANITARYFORCE MAIN. CAP AND FILL WITHFLOWABLE FILL.
REMOVE ASPHALTAS REQUIRED
REMOVE EXISTING TREE
TREE REMOVED BYOTHERS (SEE NOTE 5)
REMOVE EXISTINGUTILITY POLE
REMOVE CONCRETE PADAND ABOVE GRADEELECTRICAL COMPONENTS.
REMOVE EXISTING CURB
ZON
E "X
"FE
MA
FLO
OD
PLA
NZO
NE
"AE"
(SEE
NO
TE 3
)
SF
SF
SF
SF
SF
SILT FENCE (TYP)1
C501
REMOVE EXISTING LIFTSTATION SIGN AND
REPLACE ON NEW GATE
SILT FENCE (TYP)1
C501
TEMPORARY FENCINGREQUIRED (SEE NOTE 4)
6" RETAINING WALL
REMOVE EXST MANWAY& CONCRETE PAD
CUT ACCESSWAY &WETWELL 5'-0" BELOWGRADE & REMOVE SECTION
EXISTINGGRADE
REMOVE EXST FM
REMOVE ALL EXSTINTERNAL COMPONENTSINCLUDING PUMPS, PIPING,CONDUIT, CONTROLS,DEHUMIDIFIER, BLOWER,VENT, LADDER, ETC.
DRY WELL
FILL EXST ACCESS WAY & DRY WELLCOMPLETELY W/ FLOWABLE FILL
ACCESSWAY
FILL DISCHARGE PIPE& VENT PIPES W/FLOWABLE FILL
FILL WET WELLCOMPLETELY W/FLOWABLE FILL
4' Ø WET WELL
FIN FL EL 116.00TOP OF SLAB EL 98.94
FILL EXST 8"SUCTION PIPE W/GROUT & CAP W/8" BLIND FLANGE
FIN FL EL 85.54
REMOVE ALL EXSTDISCHARGE PIPING FROMEXST PUMPS TO PROP PIPING
REMOVE EXST LADDER
EXIST 8" SS (N)
REMOVE CONCRETE PAD
INV EL 91.04±
FILL VOIDS WITH CLEANFILL OR FLOWABLE FILL
N
0
SCALE:
5' 10' 20'
1"=10'
EXISTING LS NO. 54 SITE
DEMOLITION PLAN
SCALE: 1"=10'
EXISTING LS NO. 54 WET WELL &
DRY WELL DEMOLITION SECTIONAC103 SCALE: 3/8"=1'-0"
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NOTE:
1. CONTRACTOR SHALL COORDINATE WITH THE OWNER (OUC) FOR REMOVAL AND/OR REPLACEMENT OF THE ELECTRICALSERVICE. ORLANDO UTILITIES COMMISSION CONTACT: MR RONALD HAWKINS (407) 434-2569
2. CONTRACTOR SHALL COORDINATE ACCESS TO LOCAL RESIDENCE AND MAINTAIN ACCESS THROUGHOUT CONSTRUCTION.3. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION
TO THE RESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (1) WEEK IN ADVANCE OF THE START OFANY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFICCONTROL MANAGER PRIOR TO DISTRIBUTION. REFER TO MOT NOTES ON G-002.
4. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING TO MAINTAIN PUBLIC SAFETY AND RESTRICT ACCESS TOSTORMWATER POND.
5. TREE REMOVAL BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO REMOVE STUMP AND ROOTSAS REQUIRED FOR CONSTRUCTION.
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C103
LS N
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LAN
NOTE:
PIPING AND EQUIPMENT ROTATED FOR CLARITY.
AC103
PROPOSEDGRADE
FIN FL EL 83.00
SLOPE PROP GROUTAS PER PUMP MFR
RECOMMENDATIONS
HWL EL 88.50
ALL OFF EL 85.50
ELECTRICAL CONDUITTO CONTROL PANEL
PROPOSED POWER CABLE
PROPOSED 316 SST DOUBLE GUIDE RAILS
4" 45° BEND(FLG)(TYP)
TOP OF SLAB EL 99.30
OFFSET PIPE SUPPORT(316 SST SPACED 10' MAX)
3'-0
" MIN
(4) 3/4" DIA x 11" 316 SST ANCHORBOLTS TO EXTEND 7" INTO BASE (EPOXY)
FLOATS INSTALLEDBY CONTRACTORAND FINAL FLOATELEVATIONS SET
BY CITY
PROPOSED LIFTING CHAIN(MIN 1/4" SST CHAIN)
1"
7C504
1C504
4C503
6C503
PROPOSED WALLPENETRATION
5C503
6C504
1'-0
"
PRECAST MONOLITHIC BASE (ASTM C478)
8"MIN
1" DRAIN
(SLOPE @ 1% MIN.TO WET WELL)
4" CV (FLG)(TYP)
4" PV (FLG)(TYP)
4" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)
4" SPOOL (12" MIM LENGTH) W/ PRESSURE GAUGE (TYP) AIR RELEASE VALVE W/ 1" NPTPROPOSED ELECCONTROL PANEL
4" 90° BEND (TYP)
4" WYE (FLG) (TYP)
4"x4" TEE (FLG) (TYP)
PROPOSED ALSAFE-HATCH
PROPOSED6" CONCEQUIP PAD
2" 316 SST BALL VALVE
PROPOSED 12" PRECASTCONC TOP SLAB
(SEE NOTE 1 THIS SHEET)
1/2" EXPANSIONJOINT W/ BACKERROD AND SEALANT
PENETRATIONSEAL (TYP OF 3)
4" RESTRAINEDFAC W/ 316 SST
HARDWARE (TYP)
316 SSTFLOATHANGER
PROPOSED 6'-0" Ø (I.D.) CONC WET WELL (ASTM C478)
PROPOSED FDOT NO. 57GRANITE W/ FILTER
FABRIC (TYP)
PROPOSED 4" FLANGED DISCHARGEPIPE 10' LENGTHS MAX (TYP)
TRU UNION CONNECTION
SEE STRUCTURAL DRAWING S001
FRP NECK AROUNDHATCH OPENING
FRP STUB THROUGH TOP SLAB (TYPFOR ALL SLAB PENETRATIONS)
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
(LOCATION DETAILED IN PLAN,ROTATED FOR CLARITY)
PROPOSED FRP WET WELL LINER
ALL ON EL 88.00
WET WELL
6'-0" Ø
INV EL 90.77
PROPOSED 8" SS (N)
4" 90° BEND (MJ)
LINK SEAL (TYP)4
C503
PROPOSED 4" FMTO EXST 4" FM
36"
2' MIN.
EL 79.00
DRILL AND EPOXY 12-#5DOWELS, EMBED 12" MIN.
WRAPIDSEAL HEAT SHRINK SEAL (TYP)
12" MIN.
8'-1
0"
5'-0" (MIN.)
8C503
PROPOSED 4" FMTO EXST 4" FM
PROPOSEDWASHDOWN
STATION3
C504
4C504
1" DRAIN
PROPOSED 6'-0" Ø (I.D.) WET WELL W/ NEWPUMP, DISCHARGE PIPING & TOP SLAB
SST PIPESUPPORT (TYP)
316 SST FLOAT CABLEHOLDER BOTH SIDES (TYP) 1/2" EXPANSION JOINT W/
BACKER ROD & SEALANT
6" SLAB OPENING FORLEVEL TRANSDUCER
PER MANUFACTURERREQUIREMENTS
AL SAFE-HATCH (SEE NOTE 3 THIS SHEET)
6" MIN.
6" MIN. CLEARANCEALL SIDES
6" MIN.
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
PROPOSED 8" SS
PROPOSEDLIGHT POLE
PROPOSED 1" PW
PROPOSEDELECTRICAL
CONTROL PANEL
PROPOSEDHOSE VALVE
4" QUICK CONNECT FORBY-PASS CONNECTION
17'-6"
9'-4"
PROPOSEDBACKFLOWPREVENTER
PROPOSEDCONCRETE SLAB
2C504
SD
SD
CHAIN LINK FENCE
CHAIN LINK FENCE
WM
30" HEDGE
WM
CHAIN LINK FENCECHAIN LINK FENCE
FOUND IP 2
36" EAR
6" RETAINING WALLTOP 98.13
6" RETAINING WALLTOP 98.87
10" OAK
CHAIN LINK FENCE
14" CYPRESS
20" OAK
10" MAPLE18" MAPLE
xxxx
xx
WW
xx xx xx xx xx
xxxx
xxxx
SD
SD
SD-TOP 98.0512" RCP S INV 95.95
6" RETAINING WALLTOP 98.796" RETAINING WALLTOP 97.74
6" RETAINING WALLTOP 98.88
EDGE OF WATER
EDGE OF WATER
RIGHT OF WAY LINE
PROPERTY LINE
SU
N C
OU
RT
CURBCURB
SIDEWALK
30' RIGHT-OF-WAYPER PLAT BOOK "M", PAGE 80
ZON
E "X
"
ZON
E "A
E"
ELE
V. 9
8.0
CITY OF ORLANDO( NOT PLATTED)
PROPERTY NOT PLATTED
PROPOSED 6' CHAIN LINK FENCE
PROPOSED 15' WIDECONC DRIVEWAY
PROPOSED CONCRETE CURB
PROPOSED ELECTRICAL PANEL
PROPOSED HOSEVALVE
PROPOSED ANTENNA
UE
UE
UE
PROPOSED UNDERGROUNDELECTRIC TO CONTROL PANEL
PROPOSED FDOT NO.57 GRANITEW/ FILTER FABRIC (TYP)
xxxx
PROPOSEDWASHDOWNSTATION
PROPOSED 17'-6" X 8'-10"CONCRETE SLAB
5'MIN.
1C505
2C505
6C504
2C506
PROPOSED 4" FM
1C505
3C504
4C504
1C506
PROPOSED 1" PW
PROPOSEDLIGHT POLE
xx
xx
xx
PROPOSED FENCE
xxxxxxxx
xxxx
xx
xx xx xx xx
xx
PROPOSEDBACKFLOWPREVENTER
PROPOSED(2) 8' SWING
GATES
36'-9"
5C501
6C501
7'-2"
8" 45° BEND (MJ)N 1528353.51,E 523657.33
CONNECT TO EXISTING 4"SANITARY FORCE MAINW/ 8" 45° BEND (MJ)N 1528365.36, E 523669.34( * FIELD VERIFY DEPTH)
HWL FLOOD PLAIN ELEV 97.5
15'-8
"
21'-11"
PROPOSED PAVEMENTRESTORATION.PAVEMENT LIMITS TOINCLUDE FULL WIDTHOF ROAD FOR 115 LF
CONNECT TO EXISTINGWATER METER
SOD AND RESTOREDISTURBED AREA
2C504
5C501
6C501
PROPOSED TYPE"D" CURB
4C505
3C506
REPAIR ALL DISTURBED GRASSAREAS W/ SOLID SOD
CONNECT TO EXISTING SS W/MISSION OR FERNCO COUPLING,PER SPECIFICATION 15050
8" 90° BEND (MJ)N 1528353.39,
E 523638.72
ZON
E "X
"FE
MA
FLO
OD
PLA
NZO
NE
"AE"
ELEV
. 98.
0
POINT TABLE
ID
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
DESCRIPTION
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER
FENCE CORNER
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
8" 45° BEND
8" 45° BEND
8" 90° BEND
ELEV
99.10'
99.50'
99.00'
99.00'
99.25'
99.25'
99.24'
98.98'
99.13'
99.15'
99.15'
99.17'
98.75'
99.30'
98.29'
98.14'
98.33'
98.38'
98.10'
98.15'
97.29'
97.48'
94.00'
95.00'
95.00'
NORTHING
1528347.87
1528347.67
1528369.59
1528372.89
1528373.06
1528372.48
1528356.48
1528381.06
1528389.89
1528356.96
1528348.15
1528348.05
1528372.20
1528356.90
1528357.03
1528353.38
1528374.89
1528371.93
1528408.89
1528408.69
1528293.94
1528293.98
1528365.36
1528353.51
1528353.39
EASTING
523648.82
523616.59
523616.45
523624.56
523648.82
523648.82
523648.82
523648.82
523657.65
523641.24
523641.24
523623.96
523623.74
523623.74
523660.45
523670.54
523667.63
523660.52
523689.62
523667.77
523690.30
523679.34
523669.34
523657.33
523638.72
TOC = TOP OF CURBBOC = BOTTOM OF CURB
*
* FIELD VERIFY DEPTH
N
PROPOSED LS NO. 54 SITE PLAN
SCALE: 1"=10'
PROPOSED LS NO. 54
IMPROVEMENTS - SECTIONAC104 SCALE: 3/8"=1'-0"
PROPOSED LS NO. 54 - PLAN
SCALE: 3/8"=1'-0"
NOTE:
1. TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND CONFORM TO ASTM C478.THE SLAB SHALL BE DESIGNED FOR AASHTO H20 LOADING. REINFORCING IN THE SLABSHALL BE A MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE 2#7 BARSADJACENT TO OPENINGS (FULL LENGTH OF SLAB). THE CONCRETE SHALL MEET THEMINIMUM COMPRESSIVE STRENGTH f'c=4,000 PSI AND THE REINFORCING SHALL MEET AYIELD STRENGTH Fy=60,000 PSI.
2. CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER AND ACCESS HATCHMANUFACTURER FOR FINAL HATCH DIMENSIONS TO ALLOW ADEQUATE CLEARANCE (6"MIN. ALL SIDES) FOR PUMP REMOVAL.
3. ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.4. IF CONTRACTOR REQUIRES BYPASS, BYPASS MANHOLE IS LOCATED APPROXIMATELY
160' NORTH ALONG SUN COURT FROM PROPOSED MANHOLE NO.3
N
0
SCALE:
5' 10' 20'
1"=10' EN
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LIFT
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C104
LS N
O. 5
4P
RO
PO
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DIM
PR
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AC104
36" SQUARE RCP
GATEGATE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
GATEGATE
CHAIN LINK FENCE
24" OAK8" MYRTLE
42" OAK
FOUND IR 5/80.42'N, 0.17'WFOUND IR 5/8 LS5507
CHAIN LINK FENCE
CHAIN LINK FENCE
TB
WM
UNKNOWN UTILITYUNKNOWN UTILITY
FOUND ND CITY OF ORL0.60' N, 0.06'W
FOUND IR 1/2
CO 4ANTENNA
ELEC PANEL
SPIG
P WENCH
xxxx
xxxx
xx
xxxxxx
W
xxxx
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xxFM
FM
WW
xx xx xx xx xx xx
WW
SD
SD
SD
SD
xxxx
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xxxx
xxxx
xx
xx xx xx
xx
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xxxx
xxxx
xxxx
SD
xx xx
N89°55'33"W 35.00' PLAT
N0°
33'2
0"W
107
.00'
PLA
T
S89°55'33"E 35.00' PLAT
S0°
33'2
0"E
107
.00'
PLA
T
N89°20'01"E 34.91' MEAS
S00
°18'
52"E
107
.17'
ME
AS
S89°32'51"W 34.83' MEAS
N00
°21'
35"W
107
.04'
ME
AS
S89°08'28"W 60.38' MEASS89°10'25"W 60.35' PLAT
S89°44'41"E 115.28' MEAS
S89°57'48"E 116.81' MEAS
LIFT STATION LOT
6' DIA. WET WELLTOP 95.28
BOTTOM ELEV. 79.2810" CLAY N INV 83.63
LIFT STATION36" DIA. ACCESS HATCH
TOP 96.80BOTTOM ELEV. 78.30
SD- MHTOP 95.0036" SQUARE RCP W INV 89.9024" RCP E INV 89.9030" RCP S INV 89.724" RCP
30" R
CP
SS
SS
SS
8" SS (CLAY)
10" C
LAY
8" SS (CLAY)
18" CMPINV 90.04
SS- MHTOP 94.578" CLAY W INV 83.928" CLAY E INV 83.928" CLAY E INV 86.9210" CLAY S INV 83.87
6' UTILITY EASEMENT
30' D
RA
INA
GE
EA
SE
ME
NT
BARLEY STREET
(60' RIGHT OF WAY)
CENTER OF ROAD
RIGHT OF WAY LINE
CURB
CURB
EDGE OF ASPHALT
EDGE OF ASPHALT
LOT 39MALIBU GROVES
SECOND ADDITIONPB 2, PG 41
LOT 59MALIBU GROVESFIRST ADDITION
PB 2, PG 4
APPROXIMATEBUILDING LIMITS
APPROXIMATEBUILDING LIMITS
REMOVE EXISTING FENCE
ABANDON EXISTING DRYWELL AND REMOVE EXISTINGPUMPS, DISCHARGE PIPING ,AND APPURTENANCES. CUTDRY WELL 5" BELOW FINISHGRADE AND FILL WITHFLOWABLE FILL.
REMOVE EXISTING ELECTRICALPANEL AND ANTENNA
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X X X X X X X X X X X X X
X X X X XX
XX
XX
XX
XX
XX
XREMOVE EXISTING WATER SERVICE
X X X X X X X X X X
XX
XX
XX
XX
XX
XX
XX
XX
REMOVE EXISTING FENCETREES REMOVED BYOTHERS (SEE NOTE 3)
REMOVE EXISTINGDRIVEWAY
REMOVE ASPHALT ASREQUIRED
EXISTING 8" FM
XX
XX
XX
XX
XX
XX
XX
XX
XXX
XXXXXX
REMOVE EXISTING FM
REMOVE EXISTING CURB
REMOVE EXISTING SIDEWALK
EXISTING 10" SANITARYSEWER TO REMAIN
±54'
±23'
SF
SF
SF
SF
SF
SF
SILT FENCE(TYP)
TREE PROTECTIONBARRICADE
2C501
1C501
REMOVE EXST CONCRETE PAD
REMOVE EXST MANWAY& CONCRETE PAD
CUT ACCESSWAY ANDWETWELL 5'-0" BELOWGRADE & REMOVE SECTION
EXST GRADE
REMOVE EXST FM
FILL EXST 4"SUCTION PIPEW/ GROUT & CAP
TOP OF SLAB EL 95.28
FIN FL EL 79.28
REMOVE & PLUG EXSTWALL PENETRATIONSW/ GROUT
DRY WELL
FILL DISCHARGE PIPEW/ FLOWABLE FILL
ACCESSWAY
REMOVE EXST 4"PUMP OUT
6"x4" MJ TEE
1'-0
"±
REMOVE ALL EXSTINTERNAL COMPONENTSINCLUDING PUMPS, PIPING,CONDUIT, CONTROLS,DEHUMIDIFIER, BLOWER,VENT, LADDER, ETC.
FILL EXST ACCESSWAY & DRY WELLCOMPLETELYW/ FLOWABLE FILL
EXIST 10" SS (N) INV EL 83.63±
6' Ø WET WELLTO BE REHABILITATED
AS TERMINALMANHOLE
N
0
SCALE:
5' 10' 20'
1"=10'
EXISTING LS NO. 60 SITE
DEMOLITION PLAN
SCALE: 1"=10'
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EXISTING LS NO. 60 WET WELL &
DRY WELL DEMOLITION SECTIONAC105 SCALE: 3/8"=1'-0"
AC105
NOTE:
1. CONTRACTOR SHALL LOCATE IRRIGATION PRIOR TO CONSTRUCTION. ALLIRRIGATION DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TOEQUAL OR BETTER CONDITION.
2. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES.CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THERESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES, ONE (1)WEEK IN ADVANCE OF THE START OF ANY PHASE OF CONSTRUCTION. THECONTRACTOR SHALL PROVIDE COPIES OF THE NOTIFICATION TO THE TRAFFICCONTROL MANAGER PRIOR TO DISTRIBUTION. REFER TO MOT NOTES ON G-002.
3. TREE REMOVAL BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTOR WILL BEREQUIRED TO REMOVE STUMP AND ROOTS AS REQUIRED FOR CONSTRUCTION.
EN
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LAN
NOTE:
PIPING AND EQUIPMENT ROTATED FOR CLARITY.
36" SQUARE RCP
WM
UNKNOWN UTILITYUNKNOWN UTILITY
FOUND ND CITY OF ORL0.60' N, 0.06'W
FOUND IR 1/2
W
xxxx
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FM
WW
WW
W
W
WW W
SD
SD
SD
SD
SD
SD
SD
SD
xxxx
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SDSD
SD
N0°
33'2
0"W
107
.00'
PLA
TS89°55'33"E 35.00' PLAT
S0°
33'2
0"E
107
.00'
PLA
T
N89°20'01"E 34.91' MEAS
S00
°18'
52"E
107
.17'
ME
AS
N00
°21'
35"W
107
.04'
ME
AS
S89°08'28"W 60.38' MEASS89°10'25"W 60.35' PLAT
S89°44'41"E 115.28' MEAS
S89°57'48"E 116.81' MEAS
LIFT STATION LOT
SD- MHTOP 95.0036" SQUARE RCP W INV 89.9024" RCP E INV 89.9030" RCP S INV 89.724" RCP
30" R
CP
SS SS SS
SS
SS
SS
SS
8" SS (CLAY)
10" C
LAY
8" SS (CLAY)
SS- MHTOP 94.578" CLAY W INV 83.928" CLAY E INV 83.928" CLAY E INV 86.9210" CLAY S INV 83.87
BARLEY STREET
(60' RIGHT OF WAY)
CENTER OF ROAD
RIGHT OF WAY LINE
CURB
CURB
EDGE OF ASPHALT
EDGE OF ASPHALT
LOT 39MALIBU GROVES
SECOND ADDITIONPB 2, PG 41
LOT 59MALIBU GROVESFIRST ADDITION
PB 2, PG 4
APPROXIMATEBUILDING LIMITS
APPROXIMATEBUILDING LIMITS
xxxxxxxx
PROPOSED 6' CHAIN LINK FENCE
PROPOSED FDOT NO.57GRANITE W/ FILTER FABRIC
PROPOSED 16' SLIDE GATE
PROPOSEDCONCRETE CURB
PROPOSEDWASHDOWN STATION
PROPOSED ELECTRICAL PANEL
CONNECT TO EXISTINGWATER MAIN
PROPOSED 1" PW
PROPOSEDHOSE VALVE
PROPOSED ANTENNA
PROPOSED LIGHT POLE
6C504
1C505
PROPOSED PAVEMENTRESTORATION. PAVING
LIMITS TO INCLUDE FULLWIDTH OF ROAD FOR 54 LF
PROPOSED CONCRETESLAB 11'-0" X 24'-4"
PROPOSED FDOTNO.57 GRANITE W/FILTER FABRIC
1C505
2C505
6C504
3C504
xxxx
xxxx
xxxx
xxxx
xxxx
xxxx
xxxx
xx
xxxx
xxxx
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xxxx
xxxx
xxxx
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xxxx
xxxx
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xx
PROPOSED 15' WIDECONCRETE DRIVEWAY
34'-4
"10
'-5"
10'-6
"
2C504
PROPOSED BACKFLOWPREVENTER
PROPOSED 4'PEDESTRIAN
ACCESS GATE
8" 90° BEND (MJ)N 1529346.06, E 515024.94
CONNECT TO EXISTING 8"SANITARY FORCE MAIN8" 90° BEND (MJ)N 1529403.63, E 515042.43( * FIELD VERIFY DEPTH)
1C506
2C506
4C504
24'-4"
PROPOSEDDROP CURB
3C506
±23'
±54'
2C504
4C506
8C504
5' SIDEWALK
xx
5' M
IN.
REPAIR ALL DISTURBEDAREAS W/ SOD
PROPOSED UNDERGROUNDELECTRIC TO CONTROL PANEL
UE
1C507
8" 45° BEND (MJ)N 1529360.34, E 515040.43
PROPOSED 8" FM
1C505
PROPOSED SOD
PROPOSED 6' CHAIN LINK FENCE1
C505
EXISTING FENCE
6'-7"
CONNECT NEW FENCETO EXISTING
1"
36"
PROPOSED GRADE
FIN FL EL 75.50
PROPOSED FRPWET WELL LINER
SLOPE PROP GROUTAS PER PUMP MFRRECOMMENDATIONS
WET WELL
HWL EL 81.13
ALL ON EL 80.63
ALL OFF EL 78.00
ELECTRICAL CONDUITTO CONTROL PANEL
PROPOSED POWER CABLE
PROPOSED 316 SST DOUBLE GUIDE RAILS
4" 45° BEND(FLG)(TYP)
TOP OF SLAB EL 96.00
OFFSET PIPE SUPPORT(316 SST SPACED 10' MAX)
3'-0
" MIN
(4) 3/4" DIA x 11" 316 SST ANCHORBOLTS TO EXTEND 7" INTO BASE (EPOXY)
FLOATS INSTALLEDBY CONTRACTORAND FINAL FLOATELEVATIONS SETBY CITY
PROPOSED LIFTING CHAIN(MIN 1/4" SST CHAIN)
8" 90°BEND (MJ)
1C504
4C503
6C503
PROPOSED WALLPENETRATION
5C503
FRP NECK AROUNDHATCH OPENING
FRP STUB THROUGHTOP SLAB (TYP FOR ALLSLAB PENETRATIONS)
7C504
6" CV (FLG)(TYP)
6" PV (FLG)(TYP)
6" EXPANSION COUPLINGW/ 316 SST TIE RODS
(FLG)(TYP)
6" SPOOL (12" MIM LENGTH) W/ PRESSURE GAUGE (TYP)AIR RELEASE VALVE W/ 1" NPT PROPOSED ELEC
CONTROL PANEL
6" 90° BEND (TYP)6" WYE (FLG) (TYP)
8" x 6" TEE (FLG) (TYP)
PROPOSED ALSAFETY HATCH
PROPOSED 6"CONC EQUIP PAD
PROPOSEDHOSE BIBB(ROTATE FORCLARITY)
2" 316 SST BALL VALVE
PROPOSED 12" PRECASTCONC TOP SLAB(SEE NOTE 1 THIS SHEET)
PENETRATIONSEAL (TYP OF 3)
6" RESTRAINED FAC W/ 316SST HARDWARE (TYP)
316 SSTFLOAT
HANGER
TRU-UNION CONNECTION
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN(LOCATION DETAILED IN PLAN,ROTATED FOR CLARITY)
1/2" EXPANSION JOINTW/ BACKER ROD AND
SEALANT
WRAPIDSEAL HEAT SHRINK SEAL
1" DRAIN(SLOPE @ 1% MIN.TO WET WELL)
INV EL 83.39
PROPOSED 10" SS (N)(ROTATE FOR CLARITY)
8'-0" Ø
PROPOSED 8'-0" Ø (I.D.) CONC WET WELL (ASTM C478)
1" PROPOSED PW
PROPOSED 8"FM TO EXISTING 8" FM
6" x 4" TEE (FLG) (TYP)
6" X 4" REDUCER (FLG)
2' MIN.
4C503 LINK SEAL (TYP)
1'-0
"
EL 70.50
PROPOSED 6" FLANGED DISCHARGEPIPE 10' LENGTHS MAX (TYP)
SEE STRUCTURALDRAWING S001
6" OPENING FOR LEVEL TRANSDUCER
1" DRAIN
AL SAFE-HATCH(SEE NOTE 3 THIS SHEET)
PER MANUFACTURERREQUIREMENTS
8C503
6" MIN.
6" MIN. CLEARANCEALL SIDES
6" MIN.
SST PIPESUPPORT (TYP)
316 SST FLOAT CABLEHOLDER BOTH SIDES(TYP)
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
PROPOSED 8' DIA WETWELLW/ NEW PUMPS, DISCHARGEPIPING & TOP SLAB
PROPOSED 10" SS
11'-4"
1/2" EXPANSION JOINT W/BACKER ROD AND SEALANT
4" QUICK CONNECT FORBY-PASS CONNECTION
PROPOSEDCONCRETE SLAB
24'-4"
11'-0
"
5' M
IN.
PROPOSEDWASHDOWNSTATION
PROPOSEDBACKFLOWPREVENTER
PROPOSEDHOSE VALVE
4C504
3C504
2C504
POINT TABLE
ID
1
2
3
4
5
6
7
8
9
10
11
DESCRIPTION
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
ELEV
95.45'
95.65'
95.33'
95.45'
95.45'
95.45'
96.00'
96.00'
96.00'
96.00'
95.20'
NORTHING
1529384.80
1529331.80
1529331.92
1529384.92
1529384.88
1529384.81
1529339.15
1529339.25
1529350.26
1529350.15
1529384.48
EASTING
515048.95
515049.29
515021.54
515021.19
515030.61
515046.11
515046.16
515021.83
515021.75
515046.09
515045.86
POINT TABLE
ID
12
13
14
15
16
17
18
19
20
21
22
DESCRIPTION
CONCRETE CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
SIDEWALK CORNER
SIDEWALK CORNER
ELEV
95.20'
95.00'
94.84'
95.11'
95.00'
94.74'
94.24'
94.24'
94.74'
94.98'
94.82'
NORTHING
1529384.59
1529394.84
1529399.84
1529394.96
1529399.96
1529410.37
1529410.35
1529410.27
1529410.25
1529394.76
1529399.49
EASTING
515021.53
515030.80
515030.76
515045.80
515045.76
515049.69
515045.69
515030.70
515026.70
515020.86
515020.73
TOC = TOP OF CURBBOC = BOTTOM OF CURB
POINT TABLE
ID
23
24
27
28
29
30
31
32
33
DESCRIPTION
SIDEWALK CORNER
SIDEWALK CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
8" 90° BEND
8" 45° BEND
8" 90° BEND
ELEV
95.01'
95.12'
94.40'
94.36'
94.74'
94.28'
91.00'
92.00'
92.00'
NORTHING
1529399.78
1529394.99
1529412.36
1529435.41
1529435.33
1529411.95
1529403.63
1529360.34
1529346.06
EASTING
515050.76
515050.80
515058.68
515058.51
515004.09
515003.99
515042.43
515040.43
515024.94
*
* FIELD VERIFY DEPTH
PROPOSED TELEMETRYANTENNA
PROPOSEDLIGHT POLE
PROPOSED ELECTRICALCONTROL PANEL
N
PROPOSED LS NO. 60 SITE PLAN
SCALE: 1"=10'
PROPOSED LS NO. 60
IMPROVEMENTS - SECTIONAC106 SCALE: 3/8"=1'-0"
PROPOSED LS NO. 60 - PLANAC106 SCALE: 3/8"=1'-0"
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AC106
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C106
LS N
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PO
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DIM
PR
OV
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EN
TS
N
NOTE:1. TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND CONFORM TO ASTM C478. THE
SLAB SHALL BE DESIGNED FOR AASHTO H20 LOADING. REINFORCING IN THE SLAB SHALLBE A MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR. PROVIDE 2#7 BARS ADJACENTTO OPENINGS (FULL LENGTH OF SLAB). THE CONCRETE SHALL MEET THE MINIMUMCOMPRESSIVE STRENGTH f'c=4,000 PSI AND THE REINFORCING SHALL MEET A YIELDSTRENGTH Fy=60,000 PSI.
2. CONTRACTOR SHALL COORDINATE WITH PUMP MANUFACTURER AND ACCESS HATCHMANUFACTURER FOR FINAL HATCH DIMENSIONS TO ALLOW ADEQUATE CLEARANCE (6"MIN. ALL SIDES) FOR PUMP REMOVAL.
3. ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.4. IF CONTRACTOR REQUIRES BYPASS, MANHOLES ARE LOCATED APPROXIMATELY 85'
WEST AND 190' EAST ALONG BARLEY STREET FROM EXISTING MANHOLE NO.55. ACCESS TO RESIDENTS SHALL BE MAINTAINED.
xxxx
xxxx
xxxx
xxxx
xx xx
xxxx
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xxxx
xxxx
CHAIN LINK FENCE
CHAIN LINK FENCE
GATE GATE
CHAIN LINK FENCE
CHAIN LINK FENCE
WM
CHAIN LINK FENCE
TV
TV
GATE
GATECHAIN LINK FENCE
TB
4" DIP STUBELEV 95.27
SPIG
SPIG
UNKNOWN UTILITY
UNKNOWN UTILITY
UE
FOUND IP 1
W
UE
UE
UT
UTW
SS
xx
xxxx
xxxx
xxxx
xxxx
xx xx
FM
FM
UT
UT
UT
UT
UT
UT
UT
UT
SS
SS
xxxx
xxxx
xxxx
xxxx
xx xx
xxxx
xxxx
xxxx
xxxx
xx xx xx xx xx xx xx
TRACT "A"EAGLE NESTSUBDIVISIONPB 50, PG 38
FOUND ND LS4245
S89°41'45"E 150.07' PLAT & MEAS
S01°28'35"E
1469.23' ME
AS
S01°28'41"E
1469.27' PLA
T
8' DIA. WET WELLTOP 96.04BOTTOM ELEV. 76.5410" CLAY N INV 80.89
SS-TOP 93.31
10" CLAY W INV 80.9110" CLAY E INV 80.9610" CLAY S INV 80.76
10" CLA
Y
10" RCP10" RCP
ANTENNA
ELEC PANELLIFT STATION42" DIA. ROUND ACCESS HATCHTOP 97.40BOTTOM ELEV. 74.90
75' ORLANDO UTILITIES COMMISSION EASEMENTO.R. BOOK 1785, PG 792
8" FM
RIGHT OF WAY LINE
EDGE OF ROAD
CENTER LINE OF ROAD
TRACT "A"EAGLE NESTSUBDIVISIONPB 50, PG 38
LOT 123MALIBU GROVES
FOURTH ADDITIONPB 2, PG 82
RALEIGH STREET
(ORANGE COUNTY80' RIGHT OF WAY)
ZONE "X"
ZONE "AE"ELEV. 95.0
REMOVE EXISTING FENCE
ABANDON EXISTING WET/ DRYWELL ANDREMOVE EXISTING PUMPS, DISCHARGEPIPING , AND APPURTENANCES. CUTWET/ DRY WELL 5' BELOW FINISH GRADEAND FILL WITH FLOWABLE FILL.
REMOVE EXISTINGELECTRICAL PANEL
AND ANTENNA
XX
XX
XX
XX
XX
XX
XX
X
XX
XX
XX
X X X X X X X X XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XXXXXXXXX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X XX
XX
XX
XX
XX
XX
X
REMOVE EXISTING DRIVEWAY
REMOVE EXISTING 10" SANITARY SEWER
EXISTING 8" FM
REMOVE EXISTING FM
REMOVE EXISTING SIDEWALK
REMOVE EXISTINGWATER SERVICE
X
X X X XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
REMOVE EXISTING POLE
RESTOREASPHALT ASREQUIRED
REMOVE EXISTING DRIVEWAY
REMOVE EXISTING CURB
±22'
±26'
SILT FENCE(TYP)
1C501
REMOVE EXISTING LIFT STATIONSIGN AND REPLACE ON NEW GATE
SF
SF
SF
SFSF
SF
SF
SF
TOP OF SLAB EL 96.04
CUT WET WELL 5'-0" BELOWGRADE & REMOVE SECTION
REMOVE EXST MANWAY& TOP OF WETWELL ASINDICATED
FIN FL EL 76.54
REMOVE ALL EXST INTERNALCOMPONENTS INCLUDINGPUMPS, PIPING, CONDUIT,CONTROLS, DEHUMIDIFIER,BLOWER, VENT, LADDER, ETC.
DRY WELL
CUT ACCESSWAY 5'-0" BELOWGRADE & REMOVE SECTION
FILL WET WELLCOMPLETELY W/FLOWABLE FILL
8' Ø WET WELL
REMOVE EXST FM
FILL DISCHARGE PIPEW/ FLOWABLE FILL
FIN FL EL 96.68
REPLACE OPENING W/ 6" CONC SLABW/ #6 REBAR @ 12" OC, EW. DRILL &EMBED 6" INTO EXST SLAB @ CENTER.
FILL EXST ACCESSWAY & DRY WELLCOMPLETELYW/ FLOWABLE FILL
ACCESSWAY
FILL EXST 8"SUCTION PIPEW/ GROUT & CAP
EXIST 10" SS (N) INV EL 80.89±
N
EXISTING LS NO. 67 SITE
DEMOLITION PLAN
SCALE: 1"=10'
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EXISTING LS NO. 67 WET WELL &
DRY WELL DEMOLITION SECTIONAC107 SCALE: 3/8"=1'-0"
AC107
0
SCALE:
5' 10' 20'
1"=10'
NOTE:
1. CONTRACTOR SHALL LOCATE IRRIGATION PRIOR TO CONSTRUCTION.ALL IRRIGATION DISTURBED DURING CONSTRUCTION SHALL BERESTORED TO EQUAL OR BETTER CONDITION.
2. MOT IMPACT TO RALEIGH STREET WILL REQUIRE ORANGE COUNTYPERMITS BY CONTRACTOR.
3. CONTRACTOR SHALL PULL ORANGE COUNTY PERMIT FORREPLACEMENT OF ASPHALT.
4. LOCAL RESIDENTIAL ACCESS SHALL BE MAINTAINED AT ALL TIMES.CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THERESIDENTS/BUSINESSES AFFECTED BY CONSTRUCTION ACTIVITIES,ONE (1) WEEK IN ADVANCE OF THE START OF ANY PHASE OFCONSTRUCTION. THE CONTRACTOR SHALL PROVIDE COPIES OF THENOTIFICATION TO THE TRAFFIC CONTROL MANAGER PRIOR TODISTRIBUTION. REFER TO MOT NOTES ON G-002.
5. TREE REMOVAL BY OTHERS PRIOR TO CONSTRUCTION. CONTRACTORWILL BE REQUIRED TO REMOVE STUMP AND ROOTS AS REQUIRED FORCONSTRUCTION.
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NOTE:
PIPING AND EQUIPMENT ROTATED FOR CLARITY
CHAIN LINK FENCE
CHAIN LINK FENCE
GATE GATE
CHAIN LINK FENCE
CHAIN LINK FENCE
CHAIN LINK FENCE
UNKNOWN UTILITY
UNKNOWN UTILITY
UE
UE
UT
UTW
SS
xx
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TRACT "A"EAGLE NESTSUBDIVISIONPB 50, PG 38
FOUND ND LS4245
S89°41'45"E 150.07' PLAT & MEAS
S01°28'35"E
1469.23' ME
AS
S01°28'41"E
1469.27' PLA
T
10" RCP10" RCP
RIGHT OF WAY LINE
EDGE OF ROAD
CENTER LINE OF ROAD
TRACT "A"EAGLE NESTSUBDIVISIONPB 50, PG 38
LOT 123MALIBU GROVES
FOURTH ADDITIONPB 2, PG 82
RALEIGH STREET
(ORANGE COUNTY80' RIGHT OF WAY)
ZONE "X"
ZONE "AE"ELEV. 95.0
PROPOSED10'-2"x20'-0"CONCRETE SLAB
PROPOSED HOSE VALVE
xxxx
xxxx
xxxx
xxxx
xx xx xx xx xx
xxxx
xxxx
xxxx
xxxx
PROPOSED FDOT NO.57GRANITE W/ FILTER FABRIC
CONNECT TO EXISTING WATERMAIN. INSTALL NEW METER
PROPOSEDELECTRICAL PANEL
PROPOSED WASHDOWNSTATION
6C504
1C505
2C505
3C504
4C504
5' MIN
8" 90° BEND (MJ)N 1524778.52, E 514129.74
8" 90° BEND (MJ)N 1524778.97, E 514147.19
PROPOSED ANTENNA
PROPOSED CONCRETE CURB
PROPOSED 6' CHAIN LINK FENCE
CONNECT TO EXISTING8" SANITARY FORCE MAINW/ 8" 45° BENDN 1524837.05, E 514173.01( * FIELD VERIFY DEPTH)
PROPOSED 16' SLIDE GATE
8" 90° BEND (MJ)N 1524821.10, E 514128.64
PROPOSED 1" PW
PROPOSEDBACKFLOW
PREVENTER
PROPOSED 8" FM
PROPOSED LIGHT POLE
25' M
IN.
1C505
PROPOSED PAVEMENTRESTORATION. PAVINGLIMITS TO INCLUDE FULLWITH OF ROAD FOR 26 LF
16'-4"
5' SIDEWALK
5' SIDEWALK
PROPOSEDDROP CURB
±26'
±22'
5C501
6C501
8" 45° BEND (MJ)N 1524821.88, E 514158.98
8C504
2C504
44'-7
"
WM
1C502
REPAIR ALL DISTURBEDAREAS W/ SOD
UE
UE
UE
PROPOSED UNDERGROUNDELECTRIC TO CONTROL PANEL
PROPOSED 15' WIDECONCRETE DRIVEWAY
3'-0
" MIN
1"
INV EL 80.45
FIN FL EL 72.50
PROPOSED 12" SS (N)
36"
SLOPE PROP GROUTAS PER PUMP MFR
RECOMMENDATIONS
WET WELL
HWL EL 78.13ALL ON EL 77.63
ALL OFF EL 75.00
ELECTRICAL CONDUITTO CONTROL PANEL
PROPOSED POWER CABLE
PROPOSED 316 SST DOUBLE GUIDE RAILS
4" 45° BEND (FLG)(TYP)
TOP OF SLAB EL 96.30
1" PROPOSED PW
OFFSET PIPE SUPPORT(316 SST SPACED 10' MAX)
(4) 3/4" DIA x 11" 316 SST ANCHORBOLTS TO EXTEND 7" INTO BASE (EPOXY)
FLOATS INSTALLED BYCONTRACTOR AND FINAL FLOAT
ELEVATIONS SET BY CITY
PROPOSED LIFTING CHAIN(MIN 1/4" SST CHAIN)
8" 90° BEND (MJ)
7C504
1C504
6C503
5C503
6'-0" Ø
6C504
12"
18"
PRECASTMONOLITHIC BASE(ASTM C478)
12"
1" DRAIN(SLOPE @ 1% MIN. TO
WET WELL)
24"
FDOT NO. 57 GRANITE
FRP NECK AROUND HATCH OPENING
FRP STUB THROUGH TOPSLAB (TYP FOR ALL SLABPENETRATIONS)
4C503
4C503
6" CV (FLG)(TYP)
6" PV (FLG)(TYP)
6" EXPANSION COUPLING W/ 316 SST TIE RODS (FLG)(TYP)
6" SPOOL (12" MIM LENGTH) W/ PRESSURE GAUGE (TYP)AIR RELEASE VALVE W/ 1" NPT
6" 90° BEND (TYP)
6" WYE (FLG) (TYP)6"x4" TEE (FLG)
PROPOSEDAL SAFE-
HATCH
2" 316 SST BALL VALVE
PROPOSED 12"PRECAST CONC TOP SLAB(SEE NOTE 1 THIS SHEET)
1/2" EXPANSIONJOINT W/ BACKERROD AND SEALANT
6" RESTRAINED FAC W/316 SST HARDWARE (TYP)
316 SSTFLOATHANGER
PROPOSED 8'-0" Ø (I.D.) CONC WETWELL (ASTM C478)
8"x6" TEE (FLG)
PROPOSED FDOT NO. 57GRANITE W/ FILTER FABRIC (TYP)
WRAPIDSEAL HEAT SHRINK SEAL (TYP)
TRU-UNION CONNECTION
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
(LOCATION DETAILED IN PLAN,ROTATED FOR CLARITY)
PROPOSED FRPWET WELL LINER
PROPOSED ELEC CONTROL PANEL(ROTATED FOR CLARITY)
6" X 4" REDUCER (FLG)
LINK SEAL (TYP)
PROPOSED HOSE BIBB(ROTATED FOR CLARITY)
PENETRATIONSEAL (TYP OF 3)
PROPOSED WALLPENETRATION
PROPOSEDGRADE
PROPOSED 6"CONC EQUIP PAD
PROPOSED 8" FMTO EXISTING 8" FM
2' MIN.
PROPOSED 6" FLANGED DISCHARGEPIPE 10' LENGTHS MAX (TYP)
20'-0"
PROPOSED1" PW
4C504
3C504
1" DRAIN
PER MANUFACTURERREQUIREMENTS
PROPOSED WETWELL W/ NEW PUMP,DISCHARGE PIPING & TOP SLAB
SST PIPESUPPORT (TYP)
4" QUICK CONNECT FORBY-PASS CONNECTION
316 SST FLOAT CABLEHOLDER BOTH SIDES (TYP)
PROPOSED TELEMETRY ANTENNA
1/2" EXPANSION JOINTW/ BACKER ROD & SEALANT
6" SLAB OPENING FORLEVEL TRANSDUCER
PROPOSEDWASHDOWNSTATION
AL SAFE-HATCH(SEE NOTE 3 THIS SHEET)
PROPOSED ELECTRICALCONTROL PANEL
6" MIN. CLEARANCEALL SIDES
6" MIN.
4" 316 SS (SCH40) GOOSNECKVENT W/ 316 SS SCREEN
PROPOSED LIGHT POLE
5'-0
" (M
IN.)
PROPOSEDCONCRETE SLAB
PROPOSED 8" FMTO EXISTING 8" FM
PROPOSEDHOSE VALVE
6" MIN.
1C502
8C503
10'-2
"
PROPOSEDBACKFLOW
PREVENTER
2C504
PROPOSED 12" SS
POINT TABLE
ID
1
2
3
4
5
6
7
8
9
10
11
DESCRIPTION
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
FENCE CORNER/TOC
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
DRIVEWAY CORNER
ELEV
95.50'
96.75'
96.75'
95.25'
95.25'
95.46'
96.50'
93.70'
93.68'
93.57'
92.85'
NORTHING
1524817.23
1524772.69
1524772.87
1524817.41
1524817.32
1524817.24
1524773.11
1524830.32
1524830.64
1524835.64
1524843.67
EASTING
514166.75
514167.90
514133.55
514132.41
514149.91
514165.42
514151.10
514149.89
514164.88
514164.78
514167.61
POINT TABLE
ID
12
13
14
15
16
17
18
19
20
21
22
DESCRIPTION
DRIVEWAY CORNER
DRIVEWAY CORNER
SIDEWALK CORNER
SIDEWALK CORNER
SIDEWALK CORNER
SIDEWALK CORNER
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
CONCRETE CORNER
PAVEMENT CORNER
ELEV
93.10'
93.61'
93.60'
93.66'
93.56'
93.71'
96.30'
96.30'
96.30'
96.37'
92.94'
NORTHING
1524843.37
1524835.32
1524837.29
1524832.54
1524835.45
1524830.83
1524801.00
1524800.73
1524780.74
1524781.00
1524845.69
EASTING
514146.61
514149.78
514141.16
514140.19
514174.60
514174.70
514150.51
514140.34
514140.77
514150.93
514172.27
TOC = TOP OF CURBBOC = BOTTOM OF CURB
POINT TABLE
ID
23
24
25
26
27
28
29
30
31
DESCRIPTION
PAVEMENT CORNER
PAVEMENT CORNER
PAVEMENT CORNER
8" 45° BEND
8" 45° BEND
8" 90° BEND
8" 90° BEND
8" 90° BEND
8" 90° BEND
ELEV
93.65'
93.57'
92.81'
90.00'
91.00'
91.00'
92.00'
92.00'
92.00'
NORTHING
1524867.33
1524867.47
1524845.25
1524837.05
1524821.88
1524821.10
1524778.52
1524778.97
1524783.96
EASTING
514172.38
514146.71
514146.59
514173.01
514158.98
514128.64
514129.74
514147.19
514147.06
*
* FIELD VERIFY DEPTH
N
PROPOSED LS NO. 67 SITE PLAN
SCALE: 1"=10'
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PROPOSED LS NO. 67
IMPROVEMENTS - SECTIONAC108 SCALE: 3/8"=1'-0"
0
SCALE:
5' 10' 20'
1"=10'
PROPOSED LS NO. 67 - PLAN
SCALE: 3/8"=1'-0"
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NOTES:1. TOP SLAB SHALL HAVE A MINIMUM THICKNESS OF 12" AND
CONFORM TO ASTM C478. THE SLAB SHALL BE DESIGNED FORAASHTO H20 LOADING. REINFORCING IN THE SLAB SHALL BEA MINIMUM OF #5@6" O/C, TOP AND BOTTOM, 2" CLEAR.PROVIDE 2#7 BARS ADJACENT TO OPENINGS (FULL LENGTHOF SLAB). THE CONCRETE SHALL MEET THE MINIMUMCOMPRESSIVE STRENGTH f'c=4,000 PSI AND THEREINFORCING SHALL MEET A YIELD STRENGTH Fy=60,000 PSI.
2. CONTRACTOR SHALL COORDINATE WITH PUMPMANUFACTURER AND ACCESS HATCH MANUFACTURER FORFINAL HATCH DIMENSIONS TO ALLOW ADEQUATE CLEARANCE(6" MIN. ALL SIDES) FOR PUMP REMOVAL.
3. ALL FM PIPING AND APPURTENANCES SHALL BE RESTRAINED.4. IF CONTRACTOR REQUIRES BYPASS, MANHOLES ARE
LOCATED APPROXIMATELY 455' WEST AND 545' EAST ALONGRALEIGH STREET FROM EXISTING MANHOLE NO.7
