Post on 28-Aug-2018
SAN
SAN
SAN
SAN
FM
FM
FM
FM
FM
FM
FM
101.5
2
101.5
110
1.01
101.4
7
101.4
8
101.1
6
101.3
1
101.6
810
1.94
101.9
1
101.4
7
101.5
1
101.0
4
101.6
9
101.7
0
100.5
1
100.7
110
0.74
100.4
8
101.5
1
101.4
4
102.0
9
102.1
0
102.0
0
101.9
6
101.19
101.4
0 101.0
5
101.8
7
101.5
0WMWM
100.6
8
101.9
8
13" OAK TREE
14" PALM TREE
14" PALM TREE
100.5
8
100.5
0
100.5
8
100.6
3
100.2
9
100.2
9
100.2
9
100.2
6
100.5
6
100.1
5
100.1
2
100.8
8
100.8
2
99.97
99.86
99.90
99.91
99.96
99.93
100.0
4
100.8
1
VENT
102.8
0
102.70
102.8
7
101.5
0
101.4
6
101.3
5
D
D
S
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
X
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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
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LIFT STATIONTOP ELEV = 102.78
S ELEV = 78.34(8"UNKNOWN)S ELEV = 94.55(6"DIP)
UNABLE TO GET BOTTOM ELEVTOO DEEP
METAL VAULTTOP ELEV = 96.40
TOP OF PIPE = 96.40BOTTOM ELEV = 94.61
FULL OF WATER UNABLETO ACCESS PIPE SIZE
OR TYPE
AS
PH
ALT
PA
VE
ME
NT
ASPHALT
ALARMPANEL
20.2' X 14.0'1 STORY CBSFF ELEV = 100.67
6' CLF
6' CLF
CONC PAD
CONC PAD
GATE
GATE
ANTENNAPOLE
STORM SEWER MHTOP ELEV = 101.61
TOP OF WATER ELEV = 91.11BOTTOM ELEV = 86.01
FULL OF WATER UNABLETO ACCESS PIPES
STORM SEWER MHTOP ELEV = 99.77
TOP OF WATER ELEV = 91.17BOTTOM ELEV = 85.87
FULL OF WATER UNABLETO ACCESS PIPES
C
A
N
A
L
R
/
W
(170' RIGHT-OF-WAY W
IDTH
PER ORB 3201, PG 465)
N 0
0°41
'46"
E14
5.72
'(P)
N 89°47'00" W(NR) 480.42'(P)
110.00'(P)N 89°47'00" W(NR) 370.41'(P)
D = 48°03'34"(P)R = 640.00'(P)C = 521.23'(P)L = 536.83'(P)T = 285.34'(P)
TRACT "A"THE FLORIDA MALLPB 16, PGS 137-141
20'(P)
20'(P)50'(P
)
50'(P)
FND 4"X4" CMNO ID NUMBER
5.0' CONC S/W
2.0' CONC C&G
N 89°49'15" W(A) 370.41'(C)
20' DRAINAGE & UTILITYEASEMENT PER PB 16, PGS 137-141
FORCEMAINS
LIQUID PROPANETANK
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FLORIDA MALL AVENUE
(100' RIGHT-OF-WAY WIDTHPER PB 16, PGS 137 THROUGH 141)
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 100.79STATE PLANE INFORMATIONN:1496083.91E:530016.28
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 Firm
BID SET
Architects Engineers
EnvironmentalLandscape Architects
M / E / PPlannersStructuralSurveyors
Traffic/Transportation
24
C400
1" = 10'75686
SAB
GCM
SAB/DEM
PS 3358 Fl Mall Demo.dwg
P.S. 3358 FLORIDA MALL DEMOLITION SITE PLAN SCOTT A. BREITENSTEIN
57402
REMOVE EXISTING PUMPS,FITTINGS, PIPING, ANDASSOCIATED APPURTENANCES
GRAPHIC SCALE IN FEET0 10 205
N
WET WELL, VALVE VAULT, AND ELECTRICAL
VALVE VAULT, AND ELECTRICAL
INSIDE BUILDING
REMOVE EXISTINGELECTRICAL CONTROL PANEL
REMOVE EXISTING VALVE VAULTVALVES AND PIPING
REMOVE EXISTING VALVE VAULTVALVES AND PIPING
RIGHT-OF-WAY
REMOVE ALL EXISTING EQUIPMENT INSIDEEXISTING BUILDING - EXISTING BUILDINGTO REMAIN
REMOVE EXISTING NATURALGAS PROPANE TANK
REMOVE EXISTINGVALVES, FITTINGS AND PIPINGAND DEMOLISH
REMOVE EXISTING BELOW GROUNDCONCRETE FUEL CONTAINMENTSTRUCTURE AND TANK
REMOVE 8± LF OF EXISTINGCONCRETE SIDEWALK
REMOVE 8± LF OF EXISTINGCONCRETE SIDEWALK
REMOVE 81± SY OFEXISTING ASPHALT DRIVEWAY
REMOVE EXISTINGELECTRICAL CONTROL PANEL
REMOVE EXISTINGWET WELL CONCRETE TOP SLAB,PUMPS AND ASSOCIATED PIPING
REMOVE 419± LF OF EXISTINGPERIMETER 6' HIGH CHAIN LINK FENCE
TREE REMOVAL LIST:
(1) 13" OAK (2) 14" PLAM
DEMOLITION LEGEND:
DENOTES ITEMS TO BE REMOVEDAND / OR DEMOLISHED
DENOTES ALL TREES ON SITETO BE REMOVED
VALVE VAULT, AND ELECTRICAL
REMOVE EXISTINGMOTOR CONTROL CENTER
51
REMOVE PORTION OFEXISTING 10" FORCE MAIN
NOTE:ALL TREES WITHIN SITE TO BE REMOVED.
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
WMWM
D
D
S
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
LIFT STATIONTOP ELEV = 102.78
S ELEV = 78.34(8"UNKNOWN)S ELEV = 94.55(6"DIP)
UNABLE TO GET BOTTOM ELEVTOO DEEP
ASPHALT
20.2' X 14.0'1 STORY CBSFF ELEV = 100.67CONC PAD
CONC PAD
ANTENNAPOLE
STORM SEWER MHTOP ELEV = 101.61
TOP OF WATER ELEV = 91.11BOTTOM ELEV = 86.01
FULL OF WATER UNABLETO ACCESS PIPES
STORM SEWER MHTOP ELEV = 99.77
TOP OF WATER ELEV = 91.17BOTTOM ELEV = 85.87
FULL OF WATER UNABLETO ACCESS PIPES
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
N 89°47'00" W(NR) 480.42'(P)
C
A
N
A
L
R
/
W
(170' RIGHT-OF-WAY W
IDTH
PER ORB 3201, PG 465)
20'(P)
N 0
0°41
'46"
E14
5.72
'(P)
110.00'(P)
20'(P)
N 89°47'00" W(NR) 370.41'(P)
D = 48°03'34"(P)R = 640.00'(P)C = 521.23'(P)L = 536.83'(P)T = 285.34'(P)
TRACT "A"THE FLORIDA MALLPB 16, PGS 137-141
50'(P)
FND 4"X4" CMNO ID NUMBER
50'(P)
2.0' CONC C&G
5.0' CONC S/W
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 100.79
N 89°49'15" W(A) 370.41'(C)
20' DRAINAGE & UTILITYEASEMENT PER PB 16, PGS 137-141
STATE PLANE INFORMATIONN:1496083.91E:530016.28
SAN
SAN
SAN
X X X X X X X X X
FLORIDA MALL AVENUE
(100' RIGHT-OF-WAY WIDTHPER PB 16, PGS 137 THROUGH 141)
CORNER-14
CORNER-15
CORNER-13
FM
FM
FM
FM
FM
FM
SAN
SAN
SAN
SAN
101.9
0
101.4
4
101.4
7
101.0
0
100.9
8
101.4
9
101.47
100.9
9101.0
1
101.7
4
101.6
1
S
ASPHALTPAVEMENT
SANITARY SEWER MH-3358001TOP ELEV = 101.32
NE ELEV = 78.65(10"UNKNOWN)SW ELEV = 78.70(UNKNOWN SIZE OR TYPE)
SE ELEV = 78.77(10"UNKNOWN)SE ELEV = 88.28(8"PVC)
S ELEV = 78.91(UNKNOWN SIZE OR TYPE)
SANITARY SEWER MH-3358002TOP ELEV = 100.99
NW ELEV = 79.13(8"PVC)SE ELEV = 79.05(6"PVC)
FLORIDA MALL AVENUE
(100' RIGHT-OF-WAY WIDTHPER PB 16, PGS 137 THROUGH 141)
2.0' CONC C&G
TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 101.35
SITE BENCHMARK #2
STATE PLANE INFORMATIONN:1496004.49E:530079.78
DOUBLE YELLOW LINES
SANSAN
SANSAN
SANSAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
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
25
C401
1" = 10'75686
SAB
GCM
SAB/DEM
PS 3358 Site Plans.dwg
P.S. 3358 FLORIDA MALL SITE PLAN SCOTT A. BREITENSTEIN
57402
GRAPHIC SCALE IN FEET0 10 205
N
MATCH LINE
MATCH LINE
(P.S. 3350)NEW CONCRETEWET WELL TOP SLABTOP EL. 100.90SE. INV.79.00(LINE WET WELL)
NEW CONCRETE SLAB EL. 102.25
14.00'
16' WIDE SWING GATE WITH BOXOUT(8' DOUBLE PANELS)
DRIVEWAY
14' CONCRETE DRIVEWAY6" THICK 3000 PSI WITH FIBER MESH
EXPANSION JOINT (TYP.)
RIGHT-OF-WAY
OPEN CUT AND REPAIR EXISTING PAVEMENTAS NECESSARY FOR PIPE INSTALLATION FOR TEMPORARYBYPASS CONNECTION WITH MINIMUM OF 24" COVER
69.5
2'
6" x 18" CONCRETE CURB TO BEINSTALLED PER FIGURE A402-5
FLORIDA MALL AVENUE
(100' RIGHT-OF-WAY WIDTHPER PB 16, PGS 137 THROUGH 141)
TEMPORARY 10" LINE STOP
INSTALL 12± LF OF CONCRETESIDEWALK IN ACCORDANCE WITHCURRENT ADA STANDARDS
LINE EXISTING MANHOLEMH-3358001
ELECTRICAL POWERDISTRIBUTION PANEL
ELECTRICAL METER ANDDISCONNECT
ELECTRICAL CONTROL PANELSEE DRAWING E-402
NEW CHAIN LINK FENCETO BE INSTALLEDPER FIGURE A406
51
INSTALL 6± LF OF CONCRETE SIDEWALK INACCORDANCE WITH CURRENT ADA STANDARDS
1" PE WATER SERVICE LINEHOSE BIBB
RPZ BACKFLOW PREVENTER
INSTALL 12± LF OF CONCRETE
EXISTING 10" FORCE MAIN
EXISTING ELECTRICAL BUILDING TO BEPOWER WASHED, SEALED AND PAINTED
MH-33580036 (NEW)TOP EL. 101.55NE INV. 78.55SE INV. 78.55(LINE MH)
INSTALL NEW MANHOLE ONEXISTING GRAVITY SEWER LINE
4" OF FDOT # 57 STONE,60 MIL. GEOFABRIC WEED CONTROLLINER UNDER STONE
BID SET
P.S. 3358 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 TRACT A, AS RECORDED IN PLAT BOOK 16,PAGE 8137 OF THE PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA.
PSOL-16
PSOL-15
PSOL-17
PSOL-13
PSOL-14
6.96
'
101.5
2
101.5
1
101.0
1
101.4
7
101.4
8
101.1
610
1.31
101.6
810
1.94
101.9
1
101.4
7
101.5
1
101.0
4
101.6
9
101.7
0
100.5
110
0.71
100.7
4100.4
810
1.51
101.4
4
102.0
9
102.1
0
102.0
0
101.9
6
101.19
101.4
0
101.0
5
101.8
7
101.5
0
100.6
8
101.9
8
100.5
8
100.5
010
0.58
100.6
3
100.2
9
100.2
9
100.2
9
100.2
6
100.5
6
100.1
5
100.1
2
100.8
8
100.8
2
99.97
99.86
99.90
99.91
99.96
99.93
100.0
4
100.8
1
102.8
0
102.70
102.8
7
101.5
0
101.4
6
101.3
5
D
D
OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
LIFT STATIONTOP ELEV = 102.78
S ELEV = 78.34(8"UNKNOWN)S ELEV = 94.55(6"DIP)
UNABLE TO GET BOTTOM ELEVTOO DEEP
ASPHALTPAVEMENT
20.2' X 14.0'1 STORY CBSFF ELEV = 100.67
CONC PAD
CONC PAD
ANTENNAPOLE
STORM SEWER MHTOP ELEV = 101.61
TOP OF WATER ELEV = 91.11BOTTOM ELEV = 86.01
FULL OF WATER UNABLETO ACCESS PIPES
STORM SEWER MHTOP ELEV = 99.77
TOP OF WATER ELEV = 91.17BOTTOM ELEV = 85.87
FULL OF WATER UNABLETO ACCESS PIPES
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
N 89°47'00" W(NR) 480.42'(P)
C
A
N
A
L
R
/
W
(170' RIGHT-OF-WAY W
IDTH
PER ORB 3201, PG 465)
20'(P)
N 0
0°41
'46"
E14
5.72
'(P)
110.00'(P)
20'(P)
N 89°47'00" W(NR) 370.41'(P)
D = 48°03'34"(P)R = 640.00'(P)C = 521.23'(P)L = 536.83'(P)T = 285.34'(P)
TRACT "A"THE FLORIDA MALLPB 16, PGS 137-141
50'(P)
FND 4"X4" CMNO ID NUMBER
50'(P)
2.0' CONC C&G
5.0' CONC S/W
SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 100.79
N 89°49'15" W(A) 370.41'(C)
20' DRAINAGE & UTILITYEASEMENT PER PB 16, PGS 137-141
STATE PLANE INFORMATIONN:1496083.91E:530016.28
X X X X X X X X X
FLORIDA MALL AVENUE
(100' RIGHT-OF-WAY WIDTHPER PB 16, PGS 137 THROUGH 141)
100.58 TOC
MATCHEXISTING101.50±
MATCHEXISTING101.75±
100
100
101.40101.40
SLAB EL. 100.75
MATCHEXISTING101.50±
MATCHEXISTING101.70±
102.35 TOC
100.25 BOC100.58 TOC100.25 BOC
101.85 BOC
101.43 TOC101.10 BOC
101.13 TOC 100.80 BOC
102.43 TOC102.10 BOC
102
101
101
101
102
101
101
102
102.43 TOC102.10 BOC
102.20 TOC101.70 BOC
FFE 100.67
101.60
100
101
101
100.67
100.60
100.67
100.13 IN BOC100.00 OUT BOC
100.67 100.67
100.50
100.67
99.9599.95
100.46 TOC
101.00 IN BOC100.87 OUT BOC101.33 TOC
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 Firm
BID SET
Architects Engineers
EnvironmentalLandscape Architects
M / E / PPlannersStructuralSurveyors
Traffic/Transportation
26
C402
1" = 10'75686
SAB
GCM
SAB/DEM
PS 3358 Site Plan.dwg
P.S. 3358 FLORIDA MALL SITE GRADING PLAN SCOTT A. BREITENSTEIN
57402
GRAPHIC SCALE IN FEET0 10 205
N
NEW CONCRETEWET WELL TOPSLAB EL. 100.90
EXPANSION JOINT (TYP.)
51
6" x 18" CONCRETE CURBTO BE INSTALLED PERFIGURE A402-5
MH-33580036 (NEW)TOP EL. 101.55
4" OF FDOT # 57 STONE,60 MIL. GEOFABRIC WEED CONTROLLINER UNDER STONE
CUT "VEE" NOTCH INCURB AT EL. 99.75TO ALLOW POSITE FOLW
7'±