POOLE RD

KIDD RD

SUNN

YBRO

OK R

D

RAW

LS D

R

DONA

LD R

OSS

DR HAVEN RD

COOP

ER R

D

SUNGATE BLVD

ASHFORD ST

ST G

EORG

E RD

RALPH DR

KING

RICH

ARD

RD

WINSLOW RIDGE DR

SAMU

EL ST

PINE GROVE RD

MICH

AEL J

SMITH

LN

SWINBURNE ST

DONOVAN PL

RALE

IGH

CLUB

DR

CARDAMON CT

STONEY MOSS DR

PROVIDENCE RD

BRIDGEVILLE RD

BRIARCLIFF RD

EATMON MILL CT

Zoning:CAC:

Drainage Basin:Acreage:

Number of Lots:

R-10 CUEast RaleighCrabtree Basin19.744

0 600 1,200300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Marlowe & Moye,LLC(919) 303-5371

¯3117 POOLE ROADS-34-2017 !

RAWLS DRIVE 60' R/W (PUBLIC)

FLAG "DP1"

FLAG "DP2"

POLYGON FORMED BY WETLAND

FLAGS WA01 - WA15

DITCH

WIRE FENCE MEANDERS

PROPERTY LINEWIRE FENCE ENCROACHES ONTO

SUBJECT PROPERTY

CHICKEN COOP ENCROACHES

ONTO SUBJECT PROPERTY

S 00°59'21" W 481.09' S 00°59'21" W 327.52' S 00°04'10" W 1100.12'

N 00°39'10" W 1007.21' N 00°24'45" W80.12'

N 00°23'25" W 239.77' N 00°24'19" W159.87'

N 00°49'30" W

79.93'

N 00°49'30" W

80.59'

N 00°49'30" W 185.45'

N 8

6°12

'24"

W 2

49.7

3'

N 8

6°12

'24"

W 2

50.1

0' (T

OTA

L)12

4.72

'12

5.38

'

N 00°41'31" W 187.65'

N 8

6°42

'56"

W 1

41.0

0'C

1

L1

L2L3

L4L5

N 87°49'45" E 445.70'

RAWLS DRIVE EX. 60' PUBLIC R/W

POO

LE

ROA

D

COOPER ROAD

50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK

LEON C. WEAVER FAMILY TRUST

PIN: 1723-26-8892

REID: 0075259

ZONE: R-10-CU

USE: VACANT

EXISTING 20' WIDE CITY OF

RALEIGH SANITARY SEWER

EASEMENT

EXISTING 20' WIDE CITY OF

RALEIGH SANITARY SEWER

EASEMENT

LEON C. WEAVER FAMILY TRUST

PIN: 1723-26-5455

REID: 0075261

ZONE: R-10-CU

USE: SINGLE FAMILY RESIDENTIAL

LEON C.

WEAVER

FAMILY TRUST

PIN: 1723-26-5598

REID: 0075262

ZONE: R-10-CU

USE: VACANT

LEON C.

WEAVER

FAMILY TRUST

PIN: 1723-26-5696

REID: 0075265

ZONE: R-10-CU

USE: VACANT

50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK

EXISTING STRUCTURE AND

FENCE TO BE REMOVED

EX. 1

STORY

HOUSE

PR

OP

ER

TY

LIN

E

TO

B

E R

EM

OV

ED

PR

OP

ER

TY

LIN

E

TO

B

E R

EM

OV

ED

PROPERTY LINE TO BE REMOVED

NOT BUFFERED PER

STREAM DETERMINATION

N 8

6°12

'24"

W 2

49.9

2'

EXISTING MANHOLE (TYP)

20' PUBLIC DRAINAGE

EASEMENT (B.M. 1997 PG. 1467)

UTILITY EASEMENT

(B.M. 1997 PG. 1467)

PERMANENT SLOPE EASEMENT

(B.M. 1997 PG. 1467)

PERMANENT SLOPE EASEMENT

BM 1997 PG 1467

20' PUBLIC DRAINAGE EASEMENT

BM 1997 PG 1467

UTILITY EASEMENT

BM 1997 PG 1467

EX. 31' B-B

VA

RIA

BLE

WID

THPU

BLIC

R/W

S

W

N

E

L-1

STREAM BUFFER

STREAM TOP OF BANK

LEGEND

WETLANDS3,156.40 S.F.

SCALE:

DRAWN BY:

DATE:

OF

SHEET

REVISIONS:

PROJECT #

TON

Y M

. TA

TE L

AN

DSC

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ARC

HITE

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16136

EXISTING CONDITIONS PLAN

EXISTING TOPO

NOTES:

Boundary and topographic information taken from survey by Elingburg Land Surveying.1.There are streams and wetlands located in this site. 2.

3. No floodplains exist on this site per FEMA FIRM panel #3720172300J dated May 2, 2006.4. Adjacent ownership information taken from Wake County GIS.

TOTAL SITE AREA 20.11AC

ZONING R-10-CU (ZONING CASE# Z-2-17)

FEMA MAP #3720172300J DATED 05/02/06

WAKE COUNTY PIN 1723-26-8892

1723-26-5455

1723-26-5598

1723-26-5696

RIVER BASIN NEUSE

SITE DATA

TRAN

SACT

ION

# ?

FLAG "DP1"

FLAG "DP2"

POLYGON FORMED BY WETLAND

FLAGS WA01 - WA15

DITCH

S 00°59'21" W 481.09' S 00°59'21" W 327.52' S 00°04'10" W 1100.12'

N 00°39'10" W 1007.21' N 00°24'45" W80.12'

N 00°23'25" W 239.77' N 00°24'19" W159.87'

N 8

6°12

'24"

W 2

49.7

3'

N 00°41'31" W 187.65'

N 8

6°42

'56"

W 1

41.0

0'C

1

L1

L2L3

L4L5

N 87°49'45" E 445.70'

RAWLS DRIVE EX. 60' PUBLIC R/W

POO

LE

ROA

D

COOPER ROADPROPOSED 59' R/W 31B/BSTREET A

PRO

POSE

D 5

5' R

/W 2

7' B

/BST

REET

E

PRO

POSE

D 5

5' R

/W 2

7' B

/BST

REET

B

BMP

50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK

4

1

2

3

6

5710 8915 1112131416171819

22

2021

23

24

25 43

26

27

28

42

49

44

46

47

48

50

51

33

52

53

34

54

55

30

PROPOSED 55' R/W 27' B/B

31 32 35

29

STREET C

36 37 4038

45

4139

EXISTING 20' WIDE CITY OF

RALEIGH SANITARY SEWER

EASEMENT

EXISTING 20' WIDE CITY OF

RALEIGH SANITARY SEWER

EASEMENT

50' NEUSE RIVER RIPARIAN BUFFERTAKEN FROM TOP OF BANK

50' GREENWAY EASEMENT TAKENFROM TOP OF BANK

50' GREENWAY EASEMENT TAKENFROM TOP OF BANK

PRIMARY TREE CONSERVATION AREAZONE 2 OF NEUSE RIVER RIPARIAN BUFFER19,848 S.F.

PRIMARY TREE CONSERVATION AREAZONE 2 OF NEUSE RIVER RIPARIAN BUFFER

18,554 S.F.

SECONDARY TREE CONSERVATION AREA18,581 S.F.

SECONDARY TREE CONSERVATION AREA6,250 S.F.

PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD7,858 S.F.

NO TRANSITIONAL PROTECTIVE YARDREQUIRED

NO TRANSITIONAL PROTECTIVEYARD REQUIRED

NO TRANSITIONALPROTECTIVE Y

ARD REQUIREDNO TRANSITIONAL

PROTECTIVE YARD REQUIRED

30" CURB & GUTTER (TYP)

PROPOSED:1/2 OF A 104' RIGHT OF WAY DEDICATION1/2 OF 4 LANE DIVIDED AVENUEPAVEMENT WIDENING SUBJECT TO REVIEWAND APPROVAL BY NCDOT

4,610 S.F.

4,550 S.F.

5,310 S.F.

7,893 S.F. 6,142 S.F. 7,425 S.F. 8,100 S.F. 10,809 S.F.

7,333 S.F. 5,687 S.F.

6,240 S.F.

6,833 S.F.

5,605 S.F.5,273 S.F. 6,308 S.F.

5,577 S.F.

5,539 S.F.

5,390 S.F.

5,169 S.F.

5,188 S.F.

5,207 S.F.

5,267 S.F.

6,783 S.F.

5,378 S.F.

5,331 S.F.

5,322 S.F.

5,312 S.F.

7,228 S.F.

7,408 S.F.

5,400 S.F.

5,400 S.F.

5,400 S.F.

5,864 S.F.

7,013 S.F.

BUILDING SETBACK LINE (TYP)

EXISTING MANHOLE (TYP)

NO TRANSITIONAL PROTECTIVEYARD REQUIRED

NO TRANSITIONAL PROTECTIVEYARD REQUIRED

OPEN SPACE #162,366 S.F. MAIL KIOSK

390' SIGHT TRIANGLE

340' SIGHT TRIANGLE

390' SIGHT TRIANGLE

390' SIGHT TRIANGLE

R25'R30'

R25'R30'

55'27'

55'27'

59'31'

55'27'

6'

6'

6'

6'

6'

6'

6'

R25'R30'

R25'R30'

R25'

R30'

R25'

R30'

PERMANENT SLOPE EASEMENT

BM 1997 PG 1467

20' PUBLIC DRAINAGE EASEMENT

BM 1997 PG 1467

UTILITY EASEMENT

BM 1997 PG 1467

50'

50'

56

57

4,550 S.F.

4,550 S.F.

4,550 S.F.

4,550 S.F.

4,550 S.F.

6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F. 6,142 S.F.

5,687 S.F.5,687 S.F. 5,687 S.F. 5,687 S.F.5,687 S.F. 5,687 S.F. 5,687 S.F.5,687 S.F. 5,687 S.F.

5' GENERAL UTILITYPLACEMENT EASEMENT (TYP)

PROPOSED 6'SIDEWALK (TYP)

HC RAMP (TYP)

340' SIGHT TRIANGLE

PROPOSED 6'TREE LAWN (TYP)

PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD1,261 S.F.

1

2

3

2,725 S.F.

3,525 S.F.

1,498 S.F.

41,674 S.F.

51,916 S.F.

62,322 S.F.

72,848 S.F.

82,184 S.F.

93,371 S.F.

104,197 S.F.

11

12

13

3,199 S.F.

2,531 S.F.

3,097 S.F.

141,959 S.F.

152,549 S.F.

162,560 S.F.

172,618 S.F.

182,442 S.F.

19

1,261 S.F.

20

2,500 S.F.

21

22

2,500 S.F.

2,858 S.F.

SECONDARY TREECONSERVATION AREA

10,265 S.F.

PRIMARY TREE CONSERVATION AREAPARKWAY FRONTAGE PROTECTIVE YARD12,130 S.F.

TREE PROTECTION FENCE

TREE PROTECTION FENCE

TREE PROTECTION FENCE

TREE PROTECTION FENCE

BUS SHELTER

EASEMENT AND PAD; 15'X20' TRANSITSHELTER DETAIL ON L-6

OPEN SPACE #27,181 S.F.

NEW 6' SIDEWALKALONG RAWLS DR.

EX. 31' B-B

SIDEWALK TOGO AROUNDEX. EASEMENT

SIDEWALK ESMT

VA

RIA

BLE

WID

THPU

BLIC

R/W

52'

38'

50'

20' WIDE PRIVATE DRAINAGE EASEMENT30' WIDE COR SANITARYSEWER EASEMENT

20' WIDE PRIVATEDRAINAGE EASEMENT

20' WIDE PRIVATEDRAINAGE EASEMENT

20' WIDE PRIVATEDRAINAGE EASEMENT

20' WIDE PRIVATEDRAINAGE EASEMENT

340' SIGHT TRIANGLE

NEW 6' SIDEWALKALONG RAWLS DR.

BMPBMP ACCESS AND PRIVATEDRAINAGE EASEMENT

RET. WALL

S

W

N

E

L-2

SCALE:

DRAWN BY:

DATE:

OF

SHEET

REVISIONS:

PROJECT #

TON

Y M

. TA

TE L

AN

DSC

APE

ARC

HITE

CTU

RE, P

A50

11 S

OUT

HPA

RK D

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HAM

, NC

277

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ELIM

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UBD

IVIS

ION

PLA

N

AS NOTED

16136

PRELIMINARY SUBDIVISION PLAN

LEGEND

TREE CONSERVATION AREA

OPEN SPACE AREA

STREAM BUFFER

STREAM TOP OF BANK

WETLANDS3,156.40 S.F.

R-10 MIN. SETBACKSFROM A PRIMARY STREET - 10' (50' FOR ACCESSORY BLDG.)FROM A SIDE STREET - 10' (20' FOR ACCESSORY BLDG.)FROM A SIDE LOT LINE - 5' (5' FOR ACCESSORY BLDG.)CUMULATIVE SIDE SETBACK - 10'FROM REAR LOT LINE - 20' (5' FOR ACCESSORY BLDG.)

NOTES:

1. Boundary information and topographic information provided by Elingburg Land Surveying.2. No floodplains exist on site per FEMA Flood Mapping 3720172300J dated 05/02/06.3. Adjacent property ownership information taken from Wake County GIS.4. All streets shall be public and turned over to the City of Raleigh for maintenance upon completion.5. Any signage located on the site shall be approved by the City of Raleigh and shall be located outside of any sight

triangles.6. All materials and methods of construction shall conform to City of Raleigh Standards and Specifications.7. All construction shall be in strict conformance to the City of Raleigh standards and specifications.8. All construction shall conform to all state and local standards, specifications and code requirements. Notify designer

of any discrepancies.9. No changes may be made to the approved drawings without written permission from the issuing authority.10. Contractor shall verify the location of all existing utilities and shall be responsible for any damage resulting from

their activities. Call utility locator service at least 48 hours prior to digging. 1-800-632-4949.11. Erosion control plans shall be submitted prior to any grading on this site.12. All utilities shall be located underground.13. All internal subdivision streets shall be 27' B/B in 55' Public Right-of-Way or 31' B/B in a 59' Public Right-of-Way and

shall be constructed to City of Raleigh specifications.14. All work in public R.O.W. will be in strict accordance to the City of Raleigh and NCDOT standards and specifications.15. Do not scale drawings. Digital information is provided for construction drawings16. Contractor shall coordinate all work with all construction trades before construction begins.17. All dimensions are referenced from back-of-curb to back-of-curb.18. Construction plans for public and private streets or utilities must be approved by the Public Works Department and

Public Utilities Department prior to recording of any plat for this development.19. The minimum corner clearance from the curb line of intersecting streets shall be at least 20' from the point of

tangency. The radius of the driveway shall not encroach on the minimum corner clearance.20. No sight obstructing, or partially obstructing wall, fence, foliage, berm, sign, parked vehicle, or other object between

the heights of two (2) feet and eight (8) feet above the curb line elevation shall be placed within a sight triangle.21. Objects, which may be located in the sight triangle, are items such as; hydrants, utility poles, utility junction boxes,

and traffic control devices provided these objects are located to minimize visual obstruction.

SITE DATA

TRAN

SACT

ION

# ?

TOTAL SITE AREA 20.11AC

PROPOSED USE SINGLE FAMILY RESIDENTIAL

ZONING R-10-CU (ZONING CASE# Z-2-17)

CURRENT USE VACANT

EXISTING LOTS 4

TOTAL LOTS PROPOSED 59

58 RESIDENTIAL LOTS

1 STORMWATER POND LOT

OPEN SPACE REQUIRES NONE REQUIRED

PROPOSED OPEN SPACE ? AC

TCA REQUIRED 2.01 AC (10%)

TCA PROVIDED 2.17 AC (10.90%)

INSIDE CITY LIMITS YES

PROPOSED DENSITY 2.93 DU/AC

FEMA MAP #3720172300J DATED 05/02/06

WAKE COUNTY PIN 1723-26-8892, 1723-26-5455, 1723-26-5598

1723-26-5696

RIVER BASIN NEUSE

\

\

I

\

NOW OR FORMERLY HILLCO LTD

PIN: I 723373533

/ I

/ /

I I

\ \

I :

NOW OR FORMERLY ROBERTS, SURRY P PIN: 17233G2722

/ )9/ /18 /

I \ ' r : \ ~I \ I \ \

( /

132

\ \ \

' I

'\ I ( \

\

\ \

\ \

I !

--f /

/ ' 35 37

/

/ 38 39 /40 4(

\

42

45

TREE PROTECfiO>J _ FENCE [TYPICAL)

EX.~ FH I

I

/f I

;// I I! /1

II II (

EX. I PF1

I /j I \\

I 11 r~rcA \\" \.

/FARJ(.WAY~TAGE ~ PROTECTIVE BU~

-­"'--

I~ /l'i';"" ,--.. ~~~ /A

/ r? I

/ II I A II I

I' II I

/~ II I I~ ~1 i ¥ I 11 f

I II/ II

I II

I II I

II I II II II I

//fiEXIST. GATJI l :J [TYP(1 I ,, ---

EX. ~...._ pp ""

NOW OR FORMERLY CARRIAGE PLACE PROPERTY OWNERS ASSOCIATION INC

PIN: 172335 I 702

NOW OR FORMERLY DRAYTON, WALTER W $DRAYTON,

JOSEPHINE D PIN: 17232GCJ I 05

\ ( ( Q:_DIW '"' --"'

..,..1 __ \.,.,tl2"x;;- - COOPER ROAD

' \ \ \ \ \

I

\

8" B/0 ASS'Y

\ \ \ \

\ \ / 4G

c/

\ SG I \

I I

NOW OR FORMERLY GOLDEN EAGLE MASONRY INC

PIN: 172327G803

EX. MH \~-FOV TOP=23Cl.GO

\ EX. INV. IN=228.3 \ EX. INV. OUT=225.G

\ I I 10W OR FORMERLY

5 00 TANT CIRCLE ~LC IN: 17232GGCJOI \ s'l?

I I I

\ \

\ NOW OR FORMERLY

HOUSE, BETSY L PIN: I 72327G300 I

NOW OR FORMERLY HOUSE, BETSY L

PIN: 172327GOOCJ ~OW OR FORMER~

BUNN, KEVIN FIN: I 7232GGCJOB

\ \

\ \

\

\~ \

5TANOARD UTILITY NOTES: \

I. ALL MATERJAL5 ~CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY Of RALEIGH DESIGN STANDARDS, DETAILS t \_ SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK. CURRENT EDITION).

2. UTILITY SEPARATION REQUIREMENTS: a.A DISTANCE Of I 00' SHALL BE MAINTAINED BETWEEN SANITARY SEWER ~ ANY PRJVATE OR. PUBLIC WAfER SUPPLY SOURCE - - ---

SUCH A5 AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRJNKJNG WATER. IF ADEQUATE lATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE SPECIFIED t INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.

b.VIHEN INSTALLING WATER. ~/OR SEWER MAINS, THE HORIZONTAL SEPARATION 6ETWEEN UTILITIES SHALL BE I 0'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, T!iE VARIATION ALLOWED 15 THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER t MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.

c.WHER.E IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYHME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED I 0' ON EACH SIDE Of CROSSING MUST BE SPECIFIED ~ INSTALLED TO WATERLINE SPECIFICATIONS.

d.5.0' MINIMUM HORIZONTAL SEPARATION 15 REQUIRED BETWEEN ALL SANITARY SEWER 4'- STORM SEWER FACILITIES, UNLESS DIP MATERJAL IS SPECIFIED FOR SANITARY SEWER..

e.MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER.MAIN ~ RCP STORM DRAIN CROSSINGS; MAINTAIN 24~ MIN. VERTICAL SEPARATION AT All SANITARY SEWER t RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS 4'- A CONCRETE CRADLE HAVING G" MIN. CLEARANCE (FER CORPL!D DETAILS W-41 t 5-49).

f.ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER t SEWER FACILITIES \MTH 18" MIN. VERTICAL SEPARATION REQUIRED.

I. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW t APPROVAL OF AN AMENDED PLANt/OR PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.

2. CONTRJ\CTOR. SHALL MAINTAIN CONTINUOUS WATER~ SEWER SERVICE TO EXISTING RESIDENCES t BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUFfiONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.

3. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS t SEWER FORCE MAINS. 4.0 MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.

4. IT IS THE DEVELOPERS RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER~ SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS DIRECTED BY THE CITY OF RALEIGH F1JBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN ~ REMOVAL Of SERVICE FROM RON OR EASEMENT PER COR.PUD HANDBOOK PROCEDURE.

5. INSTALL3/4" COPPER WATER SERVICES \MTH METERS AT THE STREEf R/N. NOTE: IT 15 THE APPLICANTS RESPONSIBILITY TO PROPERlY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW 4 PRESSURE.

b. INSTALL G" PVC SEWER SERVICES AT I .0% MINIMUM GRADE AT THE STREEf RNV. 7. PRESSURE REDUCING VALVES ARE REQUIRED ON All WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL

SANITARY SBAIER SERVICES HAVING BUILDING DRAINS LOWER THAN I .0' ABOVE THE NEXT UPSTREAM MANHOLE. 8. All ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE #OR FEMA FOR ANY RIPARIAN

BUFFER, weTLAND #OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION. 9. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS 4/0R SERVICE TAPS) WITHIN

STATE ROW PRJOR TO CONSTRUCTION. I 0. GREASE INTERCEFfOR/ OIL WATER SEPARATOR SIZING CALCULATIONS~ INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE

CORPUD FOG PROGRAM COORDINATOR PRJOR TO ISSUANCE OF A BUilDING PERMIT. CONTACf TIM BEASLEY AT (91 9) 99b-2334 OR TIMOTHY.BEA5LEY@RALEIGHNC.GOV FOR MORE INFORMATION.

I I. CR055--CONNECftON CONTROL PROTECTlON DEVICES ARE REQUIRED BASED ON DEGREE OF HEALT~i HAZARD INVOLVED AS USTED IN APPENDIX-B OF THE RUL£S GOVERNING PUBUC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERJCAN SOCIETY OF SANITARY ENGINEERJNG (ASSE) STANDARDS OR BE ON Tr1E UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL U5T. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THER.EAFfER) IN ACCORDANCE Vv1TH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER 15 MORE STRINGENT. CONTACT JOANIE HARTLEY AT (919 99G-5923 OR JOANIE.HARfl.EY@RALEIGHNC.GOV FOR MORE INFORMATION.

I I

I I ___ L __ _

RAWLS DRIVE GO' RJW (PUBLIC)

ATIENTION CONTRACTORS

THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF THE WATER AND SEWER, AS APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT 5 I G-21 59, AND THE PUBLIC UTILITIES DEPARTMENT AT 9%-4540, AT LEAST TWENTY FOUR HOURS PRIOR TO BEGINNING ANY OF THEIR CONSTRUCTION.

FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF BEGINNING CONSTRUCTION WILL RESULT IN THE ISSUANCE OF MONETARY FINES AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.

FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE PERM/TIED PLANS ON JOB SITE, OR ANY OTHER VIOLATION OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.

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I NOW OR FORMERLY f'OBINSON, THOMAS L $ROB/

JOYCE W : PIN: 17232G57Cl8

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EX. MH EX. TOP=271 .82 EX. INV. IN=2G4.9 EX. INV. OUT=2G4.7

EX. Mt1 ~- ... TOP=279.13

EX. INV. IN=273. I EX. INV. OUT~272.9

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I . ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.

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2. BOUNDARY, TOPOGRAPHIC AND EXISTING CONDITIONS INFORMATION WAS TAKEN FROM A DIGITAL FILE PROVIDED BY ELINGBURG LAND SURVEY COMPANY.

3. NO FEMA MAPPED FLOOD PLAINS EXIST ON THIS SITE PER FEMA MAP NO. 3720 172300J DATED MAY 2, 200G.

4. THE SITE HAS BEEN REVIEWED FOR WETLANDS, NEUSE RIVER BUFFERS AND CREEKS BY SAGE ECOLOGICAL SERVICES, INC. AND JURISDICTIONAL FEATURES ARE SHOWN HEREON.

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NOW OR FORMERLY SHITH, SHARON R. PIN: 17232GG 185

NOW OR FORMERLY NOTTINGHAM PORPERTY

PIN: 17232G3255

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--------EX. MH EX. TOP,299.35 EX. INV. OUT~291.7

PRELIMINARY PLANS NOT FOR CONSTRUCTION

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221 N. SALEM ST. SUITE 001

POBOX 1062 APEX. NC 27502

Ofllce: 919-J87-1174 Roglstratlon: P-0151

www..jon11 cnc 111n.com

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JUNE I G, 20 I 7

REVISION

C-3

1704