prime construction group, inc. - lot 314 lot 312 …...wm wm wm wm 12" palm tree s 11"...

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


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


0.2'

1.6'

1.1'

0.5'

1.1'

0.1'

0.6'

0.6'

0.2'

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




STA 16+05.01, 29.95' LT


STA 15+73.94, 30.09'RTSTA 15+04.00, 30.03'RT


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 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'

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

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




CONCDRIVE

CONCDRIVE

CONCDRIVE

CONCDRIVE

ASPHALTPAVEMENT

ASPHALTPAVEMENT

2.0' CONC DROP CURB

2.0' CONC DROP CURB


FND 5/8" IR&C


UG


0.2'

1.6'

1.1'

0.5'

1.1'

0.1'

0.6'

0.6'

0.2'





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 INFORMATION

STA 16+05.01, 29.95' LT


STA 15+73.94, 30.09'RTSTA 15+04.00, 30.03'RT


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:


DRAWING NO. :

OF


DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:


LINE IS 2 INCHES



Licenses:









BID SET


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


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


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 5/8" IR&CLS#2005



UG


0.2'

1.6'


SITE BENCHMARK #1TOP OF PK NAIL & DISKWITH "BM" LB #7143ELEV = 98.04



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








STA 13+04.84, 29.97' LT

STA 16+05.01, 29.95' LT


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


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:


DRAWING NO. :

OF


DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:


LINE IS 2 INCHES



Licenses:









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


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


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


HAWKES AVENUE


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 16'± LF OF CURB



INSTALL 10'± L.F. OFCONCRETE SIDE WALK (TYP.)

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 1.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

./TEST HOLE 2.pdf

prime construction group, inc. - lot 314 lot 312 …...wm wm wm wm 12" palm tree s 11"...

Documents