Ex. MHTop: 318.19In (NW): 307.73In (NE): 307.70Out: 307.59

Ex. MHTop: 314.59Inv In: 305.59Inv Out : 305.42

Ex. MHTop: 311.34

Inv In: 304.37Inv Out: 304.26

Ex. MHTop: 321.13Inv Out: 308.65

Ex. MHTop: 317.94Out: 308.43

Ex. Reuse GV (TYP)

Ex. Water GV (TYP)

Ex. Fire Hydrant (TYP)

GAS

Ex. Water Air Release MH

Ex. 16" DIP Water Main

Ex. 8" DIP Water Main

Ex. 8" PVC Sewer Main

Ex. Fire Hydrant (TYP)

SK

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OS L

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ET

Ex. Water 8" GV

O'KELLY CHAPEL ROAD - S.R. 1628(100' PUBLIC R/W)

4 LANE MEDIAN DIVIDED THOROUGHFARE

HORTONS CREEK ROAD

(60' PUBLIC R/W)

COLLECTOR AVENUE

ExistingRegional

BMP

PH

AS

E I

PH

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PHASE IPHASE II

TCETCE

TCE

TCE

PHASE IPHASE II

PHASE I

PHASE II

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CONTRACTOR TO TIEPROPOSED SANITARY

SERVICE TO EX. MANHOLE

6" SANITARYCLEANOUTMAX 75' O.C.(TYP)

TOWN OF CARYAPPROVED 1 1

2 "WATER METER

WITHIN 2' EASEMENT

TOWN OF CARY APPROVEDFEBCO LF860 RPDA

1 12 " WATER SERVICE(REFER TO MEP PLANS

UNDER SEPARATECOVER FOR

CONNECTION)

6" FIRE LINE(REFER TO MEPPLANS FORCONNECTION)

CONTRACTORTO INSTALL 6"PVC CLEANOUTFOR FUTUREDEVELOPMENT

1 12 " WATERCOMMERCIAL

GRADE BACKFLOWPREVENTER

6,000 GAL. OILWATER SEPARATOR

EXTEND 6"C900 PVC RECAIMEDWATERLINE

6" X 2" TEE

2" COPPER SERVICETO CAR WASH

10' x 58'COMP UST6K DIESEL6K SUPER

20 K REGULAR

GREASE TRAP

TRENCH DRAIN

6" PVC SS SERVICE@ 1.0% MINIMUMSLOPE AND 3'MINIMUMCOVER(TYP)

F.H.

4" DIP

REMOVE Ex. Blowoff ANDEXTEND 6" C900 PVC

RECLAIMED WATER LINE

Ex. Design 6" RCL Horton CreekElementary School TOC 15-SP-038

45° BEND(4)

6" DIP WL

ADD 8" TO 6" REDUCERAND EXTEND 6" DIP WL

EXISTING 8" WL STUB

6" GV #1

6" GV #2

1" RWL IRRIGATION METER

20' TOC UTILITY EASEMENT

20' TOC UTILITYEASEMENT

POST INDICATOR VALVEW/ TAMPER SWITCH

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BMTBMT CMM

NC LICENSE: C-2745

This drawing is the property ofEdens Land Corp. and is not to be

reproduced or copied in whole or inpart without the expressed writtenpermission of Edens Land Corp.

NAD 83NAVD 88

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5/11

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TO

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DATE

MARCH 9, 2017

DESIGN

PROJECT NUMBER

PLAN NUMBER

DRAFT CHECK

N

02/22/18

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25' 50'

YARD INLET, AREA DRAIN

CATCH BASIN

GAS VALVE

WATER VALVE

STORM DRAINAGE PIPE

SANITARY SEWER W/MANHOLE

FIRE PROTECTION WATER

DOMESTIC WATER

UTILITY POLE

GAS MAIN

WATER MAIN

ELECTRIC, TELEPHONE, CABLE

FIRE HYDRANT

WATER METER

S

SANITARY SEWER W/CLEANOUT

FLARED-END SECTION

BACKFLOW PREVENTER

FM FORCE MAIN

PROPOSED LEGEND

PIN: 0726812189, REID: 0427580

1. ALL UTILITY OR OTHERS PIPES, WIRING, CONDUITS, CABLES AND FIXTURES, INCLUDING BUT NOT LIMITED TOELECTRICAL, GAS, TELEPHONE AND TELECOMMUNICATIONS LINES, FIBER OPTIC CABLES AND THE LIKE,SHALL BE INSTALLED UNDERGROUND, EXCEPT FOR TRANSMISSION LINES WITH A VOLTAGE OF 115kV ORGREATER, OR IN SITUATIONS WHERE SUCH PLACEMENT IS PROHIBITED OR DETERMINED TO BE IMPRACTICAL.

2. THE OVERHEAD LINES ALONG O'KELLY CHAPEL ROAD FRONTAGE OF THIS SITE WILL REMAIN IN PLACE ASDUKE ENERGY DECLARED THE PLACEMENT OF THESE LINES UNDERGROUND AS PROHIBITED.

3. NO UTILITIES, VALVE COVERS, PLATES, MANHOLES, POLES, ETC SHALL BE LOCATED WITHIN ANY 10' TRAILSAND SHALL BE MINIMUM 2' OFF TRAIL EDGE.

4. OIL/WATER SEPARATOR SIZING AND DETAILS ARE TO BE INCLUDED WITH BUILDING CONSTRUCTIONPLUMBING PLANS.

5. GREASE TRAP SIZING AND DETAILS ARE TO BE INCLUDE WITH BUILDING CONSTRUCTION PLUMBING PLANS.

6. THIS DESIGN MEETS ALL CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS EXCEPT WHERESPECIFICALLY LISTED BELOW.· NO EXCEPTIONS

7. IF THERE WILL BE A TRASH COMPACTOR ON SITE A CONNECTION TO SANITARY SEWER AND A COVEREDDUMPSTER SITE WILL BE REQUIRED.

GENERAL UTILITY NOTES

1

1

1

1

1

1

WATER VALVE RESTRAINT TABLE

GATEVALVE

Pipe

Material

SoilType

SafetyFactor

TrenchType

Depth ofBury

(ft)

TestPressur

e

(psi)

FittingType

NomialSize

Length to

be

Restrained

(ft)

GV 1 DIP ML 2 5 8 200 Dead End 6" 29

GV 2 DIP ML 2 5 8 200 Dead End 6" 29

GV 3 DIP ML 2 5 8 200 Dead End 6" 29

CALCULATED RESTRAINT LENGTH*ALL JOINTS WITHIN THE CALCULATED LENGTH MUST BE RESTRAINED*IF YOUR DISTANCE BETWEEN FITTINGS IS LESS THAN OR EQUAL TO THE CALCULATED RESTRAINT LENGTH, RESTRAIN ALL JOINTS BETWEEN THOSE FITTINGS.

1

2

2

2

2

ANILTR

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3

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4

APPROVED by the Town of CaryDevelopment Review Committee

03/22/2018By: dlovelan

17-DP-0972

Ex. Water GV (TYP)

GAS

Ex. 16" DIP Water Main

Ex. Water 8" GV

O'KELLY CHAPEL ROAD - S.R. 1628(100' PUBLIC R/W)

4 LANE MEDIAN DIVIDED THOROUGHFARE

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PHASE IPHASE II

PHASE I

PHASE II

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6" SANITARYCLEANOUTMAX 75' O.C.(TYP)

TOWN OF CARYAPPROVED 1 1

2 "WATER METER

WITHIN 2' EASEMENT

TOWN OF CARY APPROVEDFEBCO LF860 RPDA

1 12 " WATER SERVICE(REFER TO MEP PLANS

UNDER SEPARATECOVER FOR

CONNECTION)

6" FIRE LINE(REFER TO MEPPLANS FORCONNECTION)

1 12 " WATERCOMMERCIAL

GRADE BACKFLOWPREVENTER

EXTEND 6"C900 PVC RECAIMEDWATERLINE

6" X 2" TEE

2" COPPER SERVICETO CAR WASH

10' x 58'COMP UST6K DIESEL6K SUPER

20 K REGULAR

GREASE TRAP

F.H.

REMOVE Ex. Blowoff ANDEXTEND 6" C900 PVC

RECLAIMED WATER LINE

Ex. Design 6" RCL Horton CreekElementary School TOC 15-SP-038

9+75 10+00 11+00 12+00 13+0013+93.46

45° BEND(4)

6" DIP WL

ADD 8" TO 6" REDUCERAND EXTEND 6" DIP WL

EXISTING 8" WL STUB

6" GV #1

6" GV #2

1" RWL IRRIGATION METER

20' TOC UTILITY EASEMENT

20' TOC UTILITYEASEMENT

POST INDICATOR VALVEW/ TAMPER SWITCH

310

320

330

340

310

320

330

340

9+75

321.

9

321.

61

10+00

321.

5

321.

84

321.

1

321.

60

11+00

321.

4

322.

79

321.

3

323.

28

12+00

322.

9

323.

77

323.

1

324.

28

13+00

323.

7

324.

89

325.

8

325.

68

13+93

326.

8

326.

52

DESIGN GRADE ON O'KELLEYCHAPEL ROAD (BY OTHERS) AT CL

OF RWL

24" RCP

EXISTING GRADE ATCL OF RWL

6" C900 PVCRECLAIMEDWATERLINE

REMOVE EXISTINGPLUG AND BLOCK AND

EXTEND 6" RECLAIMEDWATERLINE

REMOVE EXISTING BLOWOFFAND EXTEND 6" RECLAIMEDWATERLINE

18" MIN.SEPARATION

4' MIN.COVER

Draw

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UT2

1"=50'

1171-001

35

5 S

TO

NE

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BMTBMT CMM

NC LICENSE: C-2745

This drawing is the property ofEdens Land Corp. and is not to be

reproduced or copied in whole or inpart without the expressed writtenpermission of Edens Land Corp.

NAD 83NAVD 88

0

2 0

7/13

/17

TO

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SCALE

DATE

MARCH 9, 2017

DESIGN

PROJECT NUMBER

PLAN NUMBER

DRAFT CHECK

02/22/18

23

14

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Mia

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00' 00'

PLAN VIEW - RECLAIMED WATER LINESCALE: 1"=40'

PROFILE VIEW - RECLAIMED WATER LINESCALE: 1"=40' H; 1"=4' V

N

1 0

5/11

/17

TO

WN

OF

CA

RY

1

1

2

2

2

2

YARD INLET, AREA DRAIN

CATCH BASIN

GAS VALVE

WATER VALVE

STORM DRAINAGE PIPE

SANITARY SEWER W/MANHOLE

FIRE PROTECTION WATER

DOMESTIC WATER

UTILITY POLE

GAS MAIN

WATER MAIN

ELECTRIC, TELEPHONE, CABLE

FIRE HYDRANT

WATER METER

S

SANITARY SEWER W/CLEANOUT

FLARED-END SECTION

BACKFLOW PREVENTER

FM FORCE MAIN

PROPOSED LEGEND

ANILTR

N

F

E

ONO RP

SEAL

E

G EENIR

OISS

LAN

034059

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CHRIS

TP M.

EHL

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APPROVED by the Town of CaryDevelopment Review Committee

03/22/2018By: dlovelan

17-DP-0972