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...

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101.5

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101.5

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13" OAK TREE

14" PALM TREE

14" PALM TREE

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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




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(170' RIGHT-OF-WAY W

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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

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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.

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SAN

SAN

WMWM

D

D

S

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU




ASPHALT

20.2' X 14.0'1 STORY CBSFF ELEV = 100.67CONC PAD

CONC PAD

ANTENNAPOLE







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N 89°47'00" W(NR) 480.42'(P)

C

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A

L

R

/

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)


50'(P)


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)


STATE PLANE INFORMATIONN:1496083.91E:530016.28

SAN

SAN

SAN

X X X X X X X X X

FLORIDA MALL AVENUE


CORNER-14

CORNER-15

CORNER-13

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FM

FM

FM

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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


2.0' CONC C&G

TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 101.35

SITE BENCHMARK #2


DOUBLE YELLOW LINES

SANSAN

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SCALE:


DRAWING NO. :

OF


DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:


LINE IS 2 INCHES



Licenses:





A Full Service A & E FirmArchitects Engineers




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


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


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

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810

1.94

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101.4

7

101.5

1

101.0

4

101.6

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101.7

0

100.5

110

0.71

100.7

4100.4

810

1.51

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9

102.1

0

102.0

0

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101.19

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0

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101.9

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100.5

010

0.58

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100.2

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100.2

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99.97

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99.90

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100.8

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102.8

0

102.70

102.8

7

101.5

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101.4

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101.3

5

D

D

OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU




ASPHALTPAVEMENT

20.2' X 14.0'1 STORY CBSFF ELEV = 100.67

CONC PAD

CONC PAD

ANTENNAPOLE







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N 89°47'00" W(NR) 480.42'(P)

C

A

N

A

L

R

/

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)


50'(P)


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)



X X X X X X X X X

FLORIDA MALL AVENUE


100.58 TOC

MATCHEXISTING101.50±


100

100

101.40101.40

SLAB EL. 100.75



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:


DRAWING NO. :

OF


DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:


LINE IS 2 INCHES



Licenses:





A Full Service A & E Firm

BID SET

Architects Engineers




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


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'±

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...

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Transcript of 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...