WM
WMWM
WM
12" PALM TREE
S
11" MAGNOLIATREE
6" PODOCARPUS TREE
10" CRAPE MYRTLETREE
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OH
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU
LOT 313PARCEL ID #27-23-29-8085-03-130OWNER:ORANGE COUNTY BCC
ADDRESS:1106 HAWKES AVE
LOT 312
75'(P)75'(P)
75'(P) 75'(P)
N89°28'35"W(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N89°28'35"W(P) 75'(P)
LOT 314
GAS LINE
4' CLF4' CLF
6' PLASTIC PRIVACY FENCE
6' PLASTICPRIVACY FENCE
4' PLASTICPRIVACY FENCE
CONCDRIVE
CONCDRIVE
CONCDRIVE
CONCDRIVE
ASPHALTPAVEMENT
ASPHALTPAVEMENT
2.0' CONC DROP CURB
2.0' CONC DROP CURB
SANITARY SEWER MHTOP ELEV = 98.07
W ELEV = 87.50 (10"CLAY)E ELEV = 87.52 (10"CLAY)SW ELEV = 93.09 (8"PVC)
FND 5/8" IR&CLB#3225
FND 5/8" IR&CLS#2005
FND 5/8" IR&CLB#6969R
UG
4' PLASTIC PRIVACY FENCE
0.2'
1.6'
1.1'
0.5'
1.1'
0.1'
0.6'
0.6'
0.2'
SET 5/8" IR&CLB#7143
SET 5/8" IR&CLB#7143
SET 5/8" IR&CLB#7143
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 98.04
SITE BENCHMARK #2TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 97.86STATE PLANE INFORMATIONN:1499254.31E:530040.35
STATE PLANE INFORMATIONN:1499254.75E:529927.40
6' UTILITY
EA
SE
ME
NT (P
)6' U
TILITY E
AS
EM
EN
T (P)
STA 15+66.33, 9.11 LT
STA 14+53.38, 9.91 LT
BASELINE CONTROL POINTPI STA 16+50.00
STATE PLANE INFORMATIONN:1499245.47E:530124.05
STATE PLANE INFORMATIONN:1499215.14E:530048.08
STATE PLANE INFORMATIONN:1499214.97E:529978.15
STA 16+05.01, 29.95' LT
STATE PLANE INFORMATIONN:1499275.27E:530078.97
STA 15+73.94, 30.09'RTSTA 15+04.00, 30.03'RT
STATE PLANE INFORMATIONN:1499214.98E:529973.10
STA 14+98.95, 30.00'RT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
SAN
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
CORNER-3
CORNER-4
CORNER-2
CORNER-1
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WMWM WM WM WM WM WM WM WM WM
SCALE:
SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825
DRAWING NO. :
OF
REV DATE DESCRIPTION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
OCU FILE NO.:
CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #
LINE IS 2 INCHES
AT FULL SIZE(IF NOT SCALE ACCORDINGLY) www.cphcorp.com
1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
A Full Service A & E FirmArchitects Engineers
EnvironmentalLandscape Architects
M / E / PPlannersStructuralSurveyors
Traffic/Transportation
VALVE VAULTTOP EL. 99.80
(PS 3107R)WET WELLTOP EL. 99.80N. INV. 86.31 (10" PVC)(LINE WET WELL)
4" OF FDOT # 57 STONE,60 MIL. GEOFABRIC WEED CONTROLLINER UNDER STONE
RPZ BACKFLOW PREVENTER
EMERGENCY PUMP OUT
16' WIDE SWING GATEWITH BOXOUT(8' DOUBLE PANELS)
18.00'
43.00'
48.0
0'45
.50'
EXPANSION JOINT (TYP.)
HOSE BIBB
MH-31070062TOP EL. 98.24S. INV. 86.59 (10" PVC)W. INV. 86.69 (10" PVC)E. INV. 87.25 (10" CLAY) EXIST.(MH-2)
CONNECT TOEXISTING WATER METER
1" WATERSERVICE LINE
GRAPHIC SCALE IN FEET0 10 205
N
CHAIN LINK FENCE TO BEINSTALLED PER FIGURE A402-5
RIGHT-OF-WAY
RIGHT-OF-WAY
14' WIDE CONCRETE DRIVEWAY,6" THICK, 3000 PSI WITH FIBER MESH
LEGEND
RIGHT OF WAY
EXISTING WATER MAIN
EXISTING FORCE MAIN
UW
FM
PROPOSED DRIVEWAY, CURB ORSIDEWALK REPLACEMENT
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER MAIN SAN
OPEN CUT AND RESTORE ROADWAY
PROPOSED SANITARY SEWERLATERAL W/ CLEANOUTS
PROPOSED FORCE MAIN
CAUTION!BURIED GAS LINE
CONTROL PANELSEE DRAWING E-102
SCADA PANEL
NEW 6" FORCE MAIN(CO-1)
REMOVE AND REPLACEEXISTING SEWER LATERALWITH CLEANOUT
STA.15+36.53 (4.9' LT)INSTALL 6"- 90° BEND (FM-5)
6" x 18" CONCRETE CURBTO BE INSTALLED PERFIGURE A402-5
15
C101
1" = 10'75686
SAB
GCM
SAB/DEM
Site Plan.dwg
P.S. 3107R HAWKES AVENUESITE PLAN SCOTT A. BREITENSTEIN
57402 51
HAWKES AVENUE
(60' RIGHT-OF-WAY WIDTHPER PB X, PGS 111-112)
REMOVE AND REPLACE150 ± L.F. OF EXISTING 10" CLAYGRAVITY SEWER WITH 10" PVC
INSTALL 64± L.F. OF 10" PVCGRAVITY SEWER @ 0.24%
MH-31070061 (NEW)TOP EL. 99.35N. INV. 86.44 (10" PVC)S. INV. 86.34 (10" PVC)(MH-1)
INSTALL 14± L.F. OF 10" PVCGRAVITY SEWER @ 0.24%
INSTALL 2 - 6" 45° BENDS, VERTICAL
PROVIDE 18" MIN. VERTICAL CLEARANCEBETWEEN EXISTING 4" WATER MAIN ANDNEW 6" FORCE MAIN
EXISTING 4"WATER MAIN
BID SET
SCADA POLE(SEE DRAWING ED-101)
PSOL - 2
PSOL - 1
PSOL - 3
PSOL - 4
P.S. 3107R NOTE:
THE LIMITS OF THE POST-CONSTRUCTION BOUNDARY SURVEY FOR THE PUMPSTATION REQUIRED BY SECTION 01720 "PROJECT RECORD DOCUMENTS"(2.02) (A) (1) (C) OF THE TECHNICAL SPECIFICATIONS FOR THE PROJECT SHALLBE BASED ON THE DESCRIPTION OF LOT 313, AS RECORDED IN PLAT BOOK X,PAGE 111 AND 112 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
INSTALL 10± L.F. OF 5' WIDE CONCRETE SIDEWALK ON BOTH SIDE OF DRIVEWAY AND TIEINTO EXISTING SIDEWALK
5.00
'4.
00'
97.89
97.96
97.72
97.72
97.91
97.97
98.10
98.10 97
.86
97.86
98.28 98
.03
97.65
97.62
98.81
98.03
97.98
98.76
98.05
98.57
98.47
98.14
98.79 98
.94
98.08
98.8199
.04
98.11
98.15
98.91 99
.03
98.14
98.85
99.10
99.35
98.95
12" PALM TREE
11" MAGNOLIATREE
6" PODOCARPUS TREE
10" CRAPE MYRTLETREE
99.15
98.91 99
.06
99.1899
.1899.61
99.34
98.96 98
.96
98.84
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OH
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU
LOT 313PARCEL ID #27-23-29-8085-03-130OWNER:ORANGE COUNTY BCC
ADDRESS:1106 HAWKES AVE
LOT 312
75'(P)75'(P)
75'(P) 75'(P)
N89°28'35"W(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N89°28'35"W(P) 75'(P)
GAS LINE
4' CLF4' CLF
6' PLASTIC PRIVACY FENCE
6' PLASTICPRIVACY FENCE
4' PLASTICPRIVACY FENCE
CONCDRIVE
CONCDRIVE
CONCDRIVE
CONCDRIVE
ASPHALTPAVEMENT
ASPHALTPAVEMENT
2.0' CONC DROP CURB
2.0' CONC DROP CURB
FND 5/8" IR&CLB#3225
FND 5/8" IR&C
FND 5/8" IR&CLB#6969R
UG
4' PLASTIC PRIVACY FENCE
0.2'
1.6'
1.1'
0.5'
1.1'
0.1'
0.6'
0.6'
0.2'
SET 5/8" IR&CLB#7143
SET 5/8" IR&CLB#7143
SET 5/8" IR&CLB#7143
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 98.04STATE PLANE INFORMATIONN:1499254.75E:529927.40
6' UTILITY
EA
SE
ME
NT (P
)6' U
TILITY E
AS
EM
EN
T (P)
STA 14+53.38, 9.91 LTSTATE PLANE INFORMATIONN:1499215.14E:530048.08
STATE PLANE INFORMATIONN:1499214.97E:529978.15
STATE PLANE INFORMATION
STA 16+05.01, 29.95' LT
STATE PLANE INFORMATIONN:1499275.27E:530078.97
STA 15+73.94, 30.09'RTSTA 15+04.00, 30.03'RT
STATE PLANE INFORMATIONN:1499214.98E:529973.10
STA 14+98.95, 30.00'RT
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
99.98 TOC99.65 BOC
MATCHEXISTING98.00±
MATCHEXISTING98.05±
CORNER-3
CORNER-4
CORNER-2
CORNER-1
99.43 TOC99.10 BOC
98.02
99.43 TOC99.10 BOC
99.98 TOC99.65 BOC
99.15
SCALE:
SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825
DRAWING NO. :
OF
REV DATE DESCRIPTION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
OCU FILE NO.:
CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #
LINE IS 2 INCHES
AT FULL SIZE(IF NOT SCALE ACCORDINGLY) www.cphcorp.com
1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
A Full Service A & E FirmArchitects Engineers
EnvironmentalLandscape Architects
M / E / PPlannersStructuralSurveyors
Traffic/Transportation
BID SET
GRAPHIC SCALE IN FEET0 10 205
N
VALVE VAULTTOP EL. 99.80
WET WELLTOP EL. 99.80
4" FDOT STONE, 60 MIL. GEOFABRICWEED CONTROL LINER UNDER STONE
RPZ BACKFLOW PREVENTER
16' WIDE SWING GATEWITH BOXOUT(8' DOUBLE PANELS)
14' WIDE CONCRETE DRIVEWAY,6" THICK, 3000 PSI, WITH FIBER MESH
48.0
0'
45.5
0'
EMERGENCY PUMP OUT
RIGHT-OF-WAY
RIGHT-OF-WAY
CHAIN LINK FENCEARE TO BE INSTALLEDPER FIGURE A402-5
6" x 18" CONCRETE CURBTO BE INSTALLED PERFIGURE A402-5
16
C102
1" = 10'75686
SAB
DGH/GCM
SAB/DEM
Site Plan.dwg
P.S. 3107R HAWKES AVENUESITE GRADING PLAN SCOTT A. BREITENSTEIN
57402 51
MH-31070062 (NEW)TOP EL. 98.24
HAWKES AVENUE
(60' RIGHT-OF-WAY WIDTHPER PB X, PGS 111-112)
MH-31070061TOP EL. 99.35
EXPANSION JOINT (TYP.)
UG
UG98
.28
98.16
97.98
97.94 97
.89
97.96
97.72
97.72
97.91
97.97
98.10
98.10
98.02
98.1098
.42
98.4798
.26
98.15
98.56 98
.61
97.96
97.90 97
.86
97.86
98.28 98
.03
97.65
97.62
98.81
98.03
97.98
98.76
98.05
98.5798
.47
98.14
98.79 98
.94
98.08
98.8199
.04
98.11
98.6298
.65
98.76
98.80
98.75
98.07
98.95
99.09
98.24
98.37
98.94
98.37
98.43
99.31
98.42 98
.34
99.01
99.12
98.11
98.15
98.91 99
.03
98.14
WM
WMWM
WM
WMWM
WMWM
WM
15" UNKNOWNTREE
42" EAR TREE
99.42
99.07
98.91
99.13
99.15 98
.85
99.10
99.35
98.95
12" PALM TREE
S
98.58
6" PODOCARPUS TREE
98.96 98
.96
98.84
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
LOT 286LOT 288LOT 289
75'(P)75'(P)75'(P)75'(P)
75'(P) 75'(P) 75'(P) 75'(P)
N89°28'35"W(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N0°31'25"E
105'(P)
N89°28'35"W(P)
GAS LINE
4' PLASTICPRIVACY FENCE
CONCDRIVE
CONCDRIVE
CONCDRIVE
CONCDRIVE
CONCDRIVE
CONCDRIVE
BRICKPAVERS
BRICKPAVERS
ASPHALTPAVEMENTASPHALT
PAVEMENT
ASPHALTPAVEMENT
2.0' CONC DROP CURB
2.0' CONC DROP CURB
SANITARY SEWER MHTOP ELEV = 98.07
W ELEV = 87.50 (10"CLAY)E ELEV = 87.52 (10"CLAY)SW ELEV = 93.09 (8"PVC)
FND 1/2" IRNO ID NUMBER
FND 1/2" IRNO ID NUMBER
FND 1/2" IRNO ID NUMBER
FND 5/8" IR&CLB#3225
FND 5/8" IR&CLS#2005
FND 5/8" IR&CLB#6300
FND 5/8" IR&CLB#6969R
UG
4' PLASTIC PRIVACY FENCE
0.2'
1.6'
SET 5/8" IR&CLB#7143
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 98.04
SITE BENCHMARK #2TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 97.86STATE PLANE INFORMATIONN:1499254.31E:530040.35
STATE PLANE INFORMATIONN:1499254.75E:529927.40
LOT 290
13+00.00 14+00.00 15+00.00 16+00.00
STA 15+66.33, 9.11 LT
STA 14+53.38, 9.91 LT
BASELINE CONTROL POINTPI STA 16+50.00
STATE PLANE INFORMATIONN:1499245.47E:530124.05
STATE PLANE INFORMATIONN:1499274.32E:529778.79
STATE PLANE INFORMATIONN:1499215.14E:530048.08
STATE PLANE INFORMATIONN:1499214.97E:529978.15
STATE PLANE INFORMATIONN:1499214.68E:529898.00
STATE PLANE INFORMATIONN:1499214.37E:529823.05
STATE PLANE INFORMATIONN:1499214.27E:529748.03
STA 13+04.84, 29.97' LT
STA 16+05.01, 29.95' LT
STATE PLANE INFORMATIONN:1499275.27E:530078.97
STA 15+73.94, 30.09'RTSTA 15+04.00, 30.03'RT
STA 14+23.89, 30.16'RTSTA 13+48.90, 30.13'RTSTA 12+73.88, 20.98'RT
STATE PLANE INFORMATIONN:1499214.98E:529973.10
STA 14+98.95, 30.00'RT
SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN
SAN
X X
X
X
75'(P)
FM FM FM FM FM FM FM FM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM WM WM WM WM WM WM WM WM WM WM WMWM WM WM WM
30 Scale
82
84
86
88
90
92
94
96
98
100
102
82
84
86
88
90
92
94
96
98
100
102
12+00 13+00 14+00 15+00 16+00 17+00
MH-31070063 (NEW)(MH-3)TOP EL. 98.66W. INV. 87.15 (EXIST.)E. INV. 87.05 (NEW)
MH-31070062 (NEW)(MH-2)TOP EL. 98.24W INV. 86.69 (NEW)E INV. 87.25 (EXIST.)S INV. 86.59 (NEW)
MH-311070030 (EXIST)TOP EL. 98.07W INV. 87.50 (EXIST)E INV. 87.52 (EXIST)S INV. 93.09 (EXIST)
EXISTING 10" CLAY
6" PVC FM
EXISTING 10" CLAY EXISTING 10" CLAY
SANITARY SERVICELATERAL (TYP.)
EXISTING 8" FORCE MAIN
150LF of 10" PVC @ 0.24%
EXISTING / PROPOSED GRADE
SCALE:
SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825
DRAWING NO. :
OF
REV DATE DESCRIPTION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
OCU FILE NO.:
CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #
LINE IS 2 INCHES
AT FULL SIZE(IF NOT SCALE ACCORDINGLY) www.cphcorp.com
1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452
Licenses:
Eng. C.O.A. No. 3215
Survey L.B. No. 7143
Arch. Lic. No. AA2600926
Lndscp. Lic. No. LC0000298
A Full Service A & E FirmArchitects Engineers
EnvironmentalLandscape Architects
M / E / PPlannersStructuralSurveyors
Traffic/Transportation
17
C103
1" = 20' Hor75686
SAB
GCM
SAB/DEM
PS 3170A Site Plans
P.S. 3107R HAWKES AVENUEGRAVITY MAIN IMPROVEMENTS
PLAN AND PROFILESCOTT A. BREITENSTEIN
57402
BID SET
GRAPHIC SCALE IN FEET0 10 205
NRIGHT-OF-WAY
RIGHT-OF-WAY
INSTALL 203± L.F. OF 6" PVC FORCE MAIN
STA 13+76 (16.75' LT)INSTALL 6" - 45° BEND (FM-2)INSTALL 8"x6" REDUCER (FM-1)
STA 13+86.74 (4.95' LT)INSTALL 6" - 45° BEND (FM-3)
STA 15+36.53 (4.95' LT)INSTALL 6" - 90° BEND (FM-5)(ROTATED UP 45°)
REMOVE AND REPLACE150± L.F. OF EXISTING 10" CLAYGRAVITY SEWER WITH 10" PVC
EXISTING MANHOLEMH-31070030TO BE LINED
MH-31070062 (NEW)(MH-2)
SANITARY SERVICE LATERAL (TYP.)
(CO-1)
LINE 96± L.F. OF 10" CLAY GRAVITY SEWER
LEGEND
RIGHT OF WAY
EXISTING WATER MAIN
EXISTING FORCE MAIN
UW
FM
PROPOSED DRIVEWAY, CURB ORSIDEWALK REPLACEMENT
PROPOSED SANITARY SEWER
EXISTING SANITARY SEWER MAIN SS
OPEN CUT AND RESTORE ROADWAY
PROPOSED SANITARY SEWERLATERAL W/ CLEANOUTS
PROPOSED FORCE MAIN
INSTALL 64± L.F. OF 10" PVCGRAVITY SEWER @ 0.24%
REMOVE EXISTINGVALVE VAULT ANDINSTALL MANHOLE
INSTALL 5'± L.F. OF CURB
INSTALL 9.6'± L.F. OF CURB
51
OPEN CUT AND RESTORE406± S.Y. OF ASPHALT ROADWAY
MH-31070061 (NEW)TOP EL. 99.35N. INV. 86.44 (10" PVC)S. INV. 86.34 (10" PVC)(MH-1)
INSTALL 14± L.F. OF 10" PVCGRAVITY SEWER @ 0.24%(TO WET WELL)
MH-31070063 (NEW)(MH-3)
HAWKES AVENUE
(60' RIGHT-OF-WAY WIDTHPER PB X, PGS 111-112)
HAWKES AVENUE
(60' RIGHT-OF-WAY WIDTHPER PB X, PGS 111-112)
INSTALL 2 - 6" 45° BENDS, VERTICAL
PROVIDE 18" MIN. VERTICAL CLEARANCEBETWEEN EXISTING 4" WATER MAIN ANDNEW 6" FORCE MAIN
STA 15+31.53 (4.95' LT)INSTALL 6" - 45° BEND VERTICAL (FM-4)
EXISTING 8" FORCE MAIN
EXISTING 4" WATER MAIN
CAUTION!BURIED GAS LINE
INSTALL 5'± L.F. OF CURB
INSTALL 16'± LF OF CURB
INSTALL 5'± L.F. OF CURB
INSTALL 5'± L.F. OF CURB
INSTALL 10'± L.F. OFCONCRETE SIDE WALK (TYP.)