SAN SAN SAN SAN FM FM FM FM FM FM FM 101.52 101.51 101.01 101.47 101.48 101.16 101.31 101.68 101.94 101.91 101.47 101.51 101.04 101.69 101.70 100.51 100.71 100.74 100.48 101.51 101.44 102.09 102.10 102.00 101.96 101.19 101.40 101.05 101.87 101.50 WM WM 100.68 101.98 13" OAK TREE 14" PALM TREE 14" PALM TREE 100.58 100.50 100.58 100.63 100.29 100.29 100.29 100.26 100.56 100.15 100.12 100.88 100.82 99.97 99.86 99.90 99.91 99.96 99.93 100.04 100.81 V E N T 102.80 102.70 102.87 101.50 101.46 101.35 D D S OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 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 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 LIFT STATION TOP ELEV = 102.78 S ELEV = 78.34(8"UNKNOWN) S ELEV = 94.55(6"DIP) UNABLE TO GET BOTTOM ELEV TOO DEEP METAL VAULT TOP ELEV = 96.40 TOP OF PIPE = 96.40 BOTTOM ELEV = 94.61 FULL OF WATER UNABLE TO ACCESS PIPE SIZE OR TYPE ASPHALT PAVEMENT ASPHALT ALARM PANEL 20.2' X 14.0' 1 STORY CBS FF ELEV = 100.67 6' CLF 6' CLF CONC PAD CONC PAD GATE GATE ANTENNA POLE STORM SEWER MH TOP ELEV = 101.61 TOP OF WATER ELEV = 91.11 BOTTOM ELEV = 86.01 FULL OF WATER UNABLE TO ACCESS PIPES STORM SEWER MH TOP ELEV = 99.77 TOP OF WATER ELEV = 91.17 BOTTOM ELEV = 85.87 FULL OF WATER UNABLE TO ACCESS PIPES CANAL R/W (170' RIGHT-OF-WAY WIDTH PER ORB 3201, PG 465) N 00°41'46" E 145.72'(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 MALL PB 16, PGS 137-141 20'(P) 20'(P) 50'(P) 50'(P) FND 4"X4" CM NO ID NUMBER 5.0' CONC S/W 2.0' CONC C&G N 89°49'15" W(A) 370.41'(C) 20' DRAINAGE & UTILITY EASEMENT PER PB 16, PGS 137-141 FORCE MAINS LIQUID PROPANE TANK SA SAN SAN SAN SAN SAN SAN FLORIDA MALL AVENUE (100' RIGHT-OF-WAY WIDTH PER PB 16, PGS 137 THROUGH 141) SITE BENCHMARK #1 TOP OF PK NAIL & DISK WITH "BM" LB #7143 ELEV = 100.79 STATE PLANE INFORMATION N:1496083.91 E: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 ENGINEER FLORIDA 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 Environmental Landscape Architects M / E / P Planners Structural Surveyors 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, AND ASSOCIATED APPURTENANCES GRAPHIC SCALE IN FEET 0 10 20 5 N WET WELL, VALVE VAULT, AND ELECTRICAL VALVE VAULT, AND ELECTRICAL INSIDE BUILDING REMOVE EXISTING ELECTRICAL CONTROL PANEL REMOVE EXISTING VALVE VAULT VALVES AND PIPING REMOVE EXISTING VALVE VAULT VALVES AND PIPING RIGHT-OF-WAY REMOVE ALL EXISTING EQUIPMENT INSIDE EXISTING BUILDING - EXISTING BUILDING TO REMAIN REMOVE EXISTING NATURAL GAS PROPANE TANK REMOVE EXISTING VALVES, FITTINGS AND PIPING AND DEMOLISH REMOVE EXISTING BELOW GROUND CONCRETE FUEL CONTAINMENT STRUCTURE AND TANK REMOVE 8± LF OF EXISTING CONCRETE SIDEWALK REMOVE 8± LF OF EXISTING CONCRETE SIDEWALK REMOVE 81± SY OF EXISTING ASPHALT DRIVEWAY REMOVE EXISTING ELECTRICAL CONTROL PANEL REMOVE EXISTING WET WELL CONCRETE TOP SLAB, PUMPS AND ASSOCIATED PIPING REMOVE 419± LF OF EXISTING PERIMETER 6' HIGH CHAIN LINK FENCE TREE REMOVAL LIST: (1) 13" OAK (2) 14" PLAM DEMOLITION LEGEND: DENOTES ITEMS TO BE REMOVED AND / OR DEMOLISHED DENOTES ALL TREES ON SITE TO BE REMOVED VALVE VAULT, AND ELECTRICAL REMOVE EXISTING MOTOR CONTROL CENTER 51 REMOVE PORTION OF EXISTING 10" FORCE MAIN NOTE: ALL TREES WITHIN SITE TO BE REMOVED.
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X N 00°41'46 E145.72'(P) PER ORB 3201, PG … · fm fm fm fm fm fm fm 101.52 101.01 101.51 101.47 101.48101.16 101.31101.68 101.94 101.91 ... 100.63 100.29 100.29100.29 100.26 100.56
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SAN
SAN
SAN
SAN
FM
FM
FM
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101.5
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101.5
110
1.01
101.4
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101.3
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101.6
810
1.94
101.9
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101.4
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101.5
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101.0
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101.6
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101.7
0
100.5
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110
0.74
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101.5
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101.4
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102.0
9
102.1
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102.0
0
101.9
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101.19
101.4
0 101.0
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101.8
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101.5
0WMWM
100.6
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101.9
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13" OAK TREE
14" PALM TREE
14" PALM TREE
100.5
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100.5
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100.5
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100.1
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100.1
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100.8
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99.97
99.86
99.90
99.91
99.96
99.93
100.0
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100.8
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VENT
102.8
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102.70
102.8
7
101.5
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101.4
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101.3
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OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
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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
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FM
FM
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SAN
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101.9
0
101.4
4
101.4
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101.0
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100.9
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101.4
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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
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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.