marvino lane tonhomes s-67-2016 - · pdf filel t w o o d n p l r h i a n n o n r d ... marvino...

MARVINO LN

GLENWOOD AVE

EBENEZER CHURCH RD

COUNTRY TR

L

CITY

LOFT

CT

MARTELLO LNPA

RKST

ONE

DR

SALTWOOD PL

RHIANNON RD

CARMAX TRL

PILOTS VIEW DR

ROWL

OCK W

AY

QUOIN

WAY

CHISLERS WAY

CORNERSTONE PARK DR STONE CELLAR DR

REEDY RIDGE LNDECK

BAR

PL

BRAXWOOD PLSTONEFACE WAY

BELNEATH CT

BEAD

ED S

TONE

ST

SHAD

OW S

TONE

CT

SLABSTONE CT

THUNDERWOOD DR

CANTILEVER WAY

STONEYARD PL

ARBOLES CT

GLENWOOD AVE

Zoning:CAC:

Drainage Basin:Acreage:

Number of Lots:

CX-3-PK-CUNorthwestTurkey Creek3.438

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Bateman Civil SurveyCompany(919) 577-1080

¯ARLINGTON HEIGHTSS-67-2016 !

ENGINEER & SURVEYOR:BATEMAN CIVIL SURVEY COMPANY200 NORTH MAIN STREETHOLLY SPRINGS, NC 27540(919) 577-1080THOMAS SPEIGHT, PESTEVEN CARSON, PLS

ARLINGTON HEIGHTSPRELIMINARY SUBDIVISION PLAN

PROJECT # S-67-16TRANSACTION # 490846

CITY OF RALEIGHWAKE COUNTY, NORTH CAROLINA

OCTOBER 2016REVISED JANUARY 2018

LOT 206OWNER - MDI MANAGEMENT, LLCPIN # 0777678891REAL ESTATE ID # 0329006ZONING: CX-3-PK-CUUSE - VACANTAREA - 1.2 ACRES



VICINITY MAP

OWNER:MDI MANAGEMENT, LLC120 4TH STREET SWHICKORY, NC 28602ALL CONSTRUCTION SHALL BE IN

ACCORDANCE WITH ALL CITY OF RALEIGH

AND/OR NCDOT STANDARDS AND

SPECIFICATIONS.

PRELIMINARY

NOT FOR CONSTRUCTION

DEVELOPER:CAPITAL PROPERTIESOF RALEIGH II2840 PLAZA PLACERALEIGH, NC 27612(984) 200-5540

GLENWOOD AVE

MARVINO LN

EBENEZER CHU

RCH RD

BOARD OF ADJUSTMENT CASE NUMBERS: A-41-17 & A-107-17

COVER

ISS. NO. DESCRIPTION DATE

EX 24"INV: 434.13 EX 24"

INV: 436.90EX RISER

TOP: 439.68

EX 18"INV: 432.00

EX PIPE ARCHINV: 424.22

EX. PIPE ARCHINV: 421.64

EX 24

" STM

EX 1

8" S

TM

EX 24" STM

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

MARTELLO

LN

EBENEZER CHU

RCH RDVARIABLE W

IDTH ASPHALT

80' PUBLIC R/W EX RETAINING

WALL

50' NEUSE RIVERBUFFER AS SHOWN ON

BM 2005 PG 633

20' SANITARY SEWER EASEMENTBM 2005 PG 633

(TO BE ABANDONED)

EX RETAININGWALL

EXISTINGDETENTION POND

R/WR/W

R/W

R/W

R/W

R/W

R/W

R/WR/W

R/W

EX HYDASS'Y, TYP

NOTES:

1. THE EXISTING TOPOGRAPHIC CONTOUR DATA WAS GENERATED FROM FIELD

SURVEY DATA.

2. THIS PROJECT IS LOCATED IN THE CRABTREE CREEK WATERSHED IN THE

NEUSE RIVER BASIN.

3. EXISTING DETENTION POND INCLUDES POST DEVELOPMENT USE FOR LOTS

204, 205, AND 206.

4. ALL PROPERTY EXTENTS LIE WITHIN ZONE "X" ON FEMA FLOOD MAP

37200777000J DATED 05/02/2006.

5. NO ALLUVIAL SOILS ARE PRESENT ON THIS SITE.

6. SITE IS LOCATED INSIDE THE CRABTREE CREEK WATERSHED.

4. EXISTING TREE CONSERVATION AREA PER BOOK OF MAPS 2010 PAGE 1108

SHALL BE MOVED PRIOR TO ANY LAND DISTURBING ACTIVITY IN THAT AREA.

ALL CONSTRUCTION SHALL BE IN



SPECIFICATIONS.

20'

LOT 206PIN: 0777678891

OWNER: MDI MANAGEMENT LLCDEED BOOK: 15923 PAGE: 1270

ZONING: CX-3-PK-CUACREAGE:1.2 AC

USE: VACANT

LOT 205PIN: 0777770890


ZONING: CX-3-PK-CUACREAGE:1.2 AC

USE: VACANT

LOT 204PIN: 0777772779


ZONING: CX-3-PK-CUACREAGE: 1.0 AC

USE: VACANT

SW10

SW9

SW8

SW7

SW7

SW6

SW5 SW4 SW3

EX PLUG

MARVINO LN(PRIMARY STREET)

VARIABLE WIDTH ASPHALT80' PUBLIC R/W

80' R

/W

80' R

/W

EX 8" WATERLINE

EX

12" W

AT

ER

LIN

E

EX

8" S

AN

ITA

RY

SE

W

ER

CARMAXPIN: 0777771272

OWNER: SPIRIT MASTER FUNDING VI LLCDEED BOOK: 15867 PAGE: 1981


USE: SALE/SER

CORNERSTONESHOPPING CENTER

PIN: 0777776392OWNER: CORNERSTONE COMMONS FEE OWNER LLC

DEED BOOK: 16046 PAGE: 558ZONING: CX-3-PK-CUACREAGE: 12.31 AC

USE: NBHD S/C

N/FPIN: 0777687380

OWNER: CORNERSTONE VILLAGEHOMEOWNERS ASSN INC

DEED BOOK: 14680 PAGE: 801ZONING: RX-3-PKACREAGE: 0.88 ACUSE: RESIDENTIAL

N/FPIN: 0777781028



N/FPIN: 0777782055

OWNER: MEEKS, JAMES ADEED BOOK: 11334 PAGE: 515

ZONING: R-10ACREAGE: 0.17 AC

USE: SINGLFAM

N/FPIN: 0777783024

OWNER: DUSABLON, ROBERT FDUSABLON, CLAUDINE KEE

DEED BOOK: 14768 PAGE: 1605ZONING: R-10

ACREAGE: 0.15 ACUSE: SINGLFAM

N/FPIN: 0777783095

OWNER: FRENCH, MARILYN KAYDEED BOOK: 11610 PAGE: 2693


USE: SINGLFAM

CHISLERS

WAY

(PRIVATE)

EX SSMH,

TYP

EX SSMH,

TYP

TREELINE

TREELINE

TREELINE

TREELINE

TREELINE

TREELINE

TREELINE

TREELINE

EX HYDASS'Y, TYP

Designed By:

Drawn By:

Scale:

Project Number:

REVISIONS

DESCRIPTIONS

OF:

SHEET

Date:

Project Engineer:

Checked By:

AR

LIN

GT

ON

H

EIG

HT

S----T

OW

NH

OM

ES

12.04.16

FOR CONSTRUCTIONNOT RELEASED

PRELIMINARY

C100

CO

ND

IT

IO

NS

EX

IS

TIN

G

SU

BD

IV

IS

IO

N P

LA

N

TO

WN

HO

ME

S

AR

LIN

GT

ON

H

EIG

HT

S

CHISL

ERS

WAY

NEW RETAINING

WALL

NEW RETAINING W

ALL

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

MARTELLO

LN SITE DATAPROVIDED UNITS: 36REQUIRED RESIDENT PARKING SPACES: 108(1 SPACE FOR EVERY BEDROOM x 36, 3-BEDROOM UNITS)REQUIRED VISITOR PARKING SPACES: 4(1 SPACE FOR EVERY 10 UNITS)REQUIRED BICYCLE PARKING SPACES: 2

PROVIDED RESIDENT PARKING SPACES: 110PROVIDED VISITOR PARKING SPACES: 7PROVIDED BICYCLE PARKING SPACES: 2

REQUIRED AMENITIES AREA: 0.34 AC(10% OF TOTAL SITE AREA)PROVIDED AMENITIES AREA: 0.52 AC

EBENEZER CHURCH RD BUILD-TO:FRONTAGE DISTANCE 215 LFREQUIRED 70% BUILDING FACADE LENGTH 150 LFPROVIDED BUILDING FACADE LENGTH 160 LFPROVIDED BUILDING FACADE PERCENTAGE 74%

SETBACKS:FRONT 5'SIDE 6'CORNER 10'REAR 4' / 20'

SILSBEE DR22' PUBLIC R/W(TO BE DEDICATED)

PRIVATE RESIDENTIAL ALLEY "A"20' PRIVATE EASEMENT

DIV

ER

SY

W

AY

22' PUBLIC R/W

(TO BE DEDICATED)

PRIVATE RESIDENTIAL ALLEY "B"

20' PRIVATE EASEMEN

T

41' T

YP

20'

23'

20'

41' T

YP

100'

64'

80'

20'

60'

MULTI-FAMILY22' PUBLIC R/W

31'

28'

AMENITIESAREA BOUNDARY

AMENITIESAREA

100'

R/WR/W

R/W

R/W

R/W

R/W

R/W

R/W

R/WR/W

R/W




NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.

2. ALL UNITS SHOWN ON THE PLAN ARE REAR-LOADED.

3. 50' PK FRONTAGE SETBACK FROM MARVINO LANE IS PRIORITY OVER BUILD-TO REQUIREMENT.

4. PROPOSED DEVELOPMENT CONTAINS 3 VEHICLE ACCESS LOCATIONS TO THE SITE, IN ACCORDANCE WITH THE CONDITIONAL ZONING RESTRICTIONS UNDER Z-008-04.

5. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).

6. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE

ADJUSTED IN COORDINATION WITH THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, DROP INLETS, ETC, AFFECT PLACEMENT. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS

WHERE SIDEWALK IS REQUIRED.

7. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND LIGHT CONCRETE GRAY FOR

CONTRAST WITH DARK PATHWAY COLORS.

8. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO THE GRADE OF THE STREET.

9. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" HOWEVER, RAMP MAY EXCEED 48".

10. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NONSKID SURFACE.

11. A

1

2

" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.

12. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.

13. SOLID WASTE DUMPSTERS SHALL BE SERVICED BY WASTE INDUSTRIES.

14. ALL BUILDINGS ARE WITHIN 150 FEET OF ACCESS FOR DETERMINING FIRE APPARATUS COVERAGE.15. PUBLIC WATER SERVICE BY THE CITY OF RALEIGH.16. PUBLIC SEWER SERVICE BY THE CITY OF RALEIGH.17. UNIT SPACES DEPICT THE PROPOSED RESIDENTIAL LOTS.18. CROSS ACCESS AGREEMENT ACQUIRED BY JEFF PALMER OF SHENANDOAH HOMES.




SPECIFICATIONS.


50'

28'

20'

20'

COMMON OPEN SPACE LOT 1

31,707 SF

0.73 AC

ZONING: CX-3-PK-CU


58,155 SF

1.34 AC

ZONING: CX-3-PK-CU

50' PK FRONTAGE/

SETBACK

50' PARKWAY

FRONTAGE/

SETBACK FROM

MARVINO LN

AMENITY AREA

HATCH LEGEND

7'

20'

15'

BUILD-TO ZONE

CONCRETE SIDEWALK

TO STRIP PAVED ALLEY (TYP)

BUILDING FACADE 2'

INSIDE BUILD-TO ZONE

80'

80'

DIVERSY WAY TO DEAD END

AT PROPERTY LINE WITH

CITY OF RALEIGH STANDARD

BARRICADE

SILSBEE DR CONNECTS TO EXISTING STUB

ON PROPERTY ONTO CHISLERS WAY

END OF PUBLIC RIGHT OF WAY

EXISTING

RETAINING WALL

CHISLERS

WAY

EX HYDASS'Y, TYP

UNITS FRONTING MARVINO LN

UNITS FRONTING

SILSBEE DR

UNITS FRONTING

SILSBEE DR

UN

IT

S F

RO

NT

IN

G D

IV

ER

SY

W

AY

UN

IT

S F

RO

NT

IN

G

DIV

ER

SY

W

AY

UN

IT

S F

RO

NT

IN

G

EB

EN

EZ

ER

C

HU

RC

H R

D

UN

IT

S F

RO

NT

IN

G

EB

EN

EZ

ER

C

HU

RC

H R

D

6' CONC SIDEWALK, TYP

6' C

ON

C S

ID

EW

M A

LK

, T

YP

CARMAXPIN: 0777771272

OWNER: SPIRIT MASTER FUNDING VI LLCDEED BOOK: 15867 PAGE: 1981


USE: SALE/SER

CORNERSTONESHOPPING CENTER

PIN: 0777776392OWNER: CORNERSTONE COMMONS FEE OWNER LLC

DEED BOOK: 16046 PAGE: 558ZONING: CX-3-PK-CUACREAGE: 12.31 AC

USE: NBHD S/C

N/FPIN: 0777687380



N/FPIN: 0777781028



N/FPIN: 0777782055

OWNER: MEEKS, JAMES ADEED BOOK: 11334 PAGE: 515


USE: SINGLFAM

N/FPIN: 0777783024

OWNER: DUSABLON, ROBERT FDUSABLON, CLAUDINE KEE

DEED BOOK: 14768 PAGE: 1605ZONING: R-10

ACREAGE: 0.15 ACUSE: SINGLFAM

N/FPIN: 0777783095

OWNER: FRENCH, MARILYN KAYDEED BOOK: 11610 PAGE: 2693


USE: SINGLFAM

41'

80'

TY

P

TYP

TYP

TY

P

TY

P

20'

TY

P

21'

59'

1

1

6

'

EBENEZER CHU

RCH RDVARIABLE W

IDTH ASPHALT

80' PUBLIC R/W



VISITORVISITORVISITOR

VISI

TOR

VISITORVISITOR

1

10

2

3

4

5

6

7

8

9

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

3233

34

35

36

TY

P

EXISTING

RETAINING WALL

50' NEUSE RIVER

BUFFER AS SHOWN ON

BM 2005 PG 633

PRIVATE STORMWATER

MAINTENANCE/ACCESS EASEMENT

BM 2005 PG 633

VISITOR

28'

24'

18'

58'

21'

99'

Designed By:

Drawn By:

Scale:

Project Number:

REVISIONS

DESCRIPTIONS

OF:

SHEET

Date:

Project Engineer:

Checked By:

AR

LIN

GT

ON

H

EIG

HT

S----T

OW

NH

OM

ES

12.04.16


PRELIMINARY

C200

SU

BD

IV

IS

IO

N P

LA

N

SU

BD

IV

IS

IO

N P

LA

N

TO

WN

HO

ME

S

AR

LIN

GT

ON

H

EIG

HT

S

15'

HCA


5,551 SF

0.13 AC

ZONING: CX-3-PK-CU

12'

UNITS FRONTING MARVINO LN

20'

10'

1'

1'

4'

4'

4'

20'

4'

6'

6'

6'

6'

6'

6'

6'

6'

11'

1'

1'

1'1'

5'

5'

5'

5'

5'

5'

SIDE SETBACK

SIDE SETBACK

SIDE SETBACK

3'

3'

3'

3'

41' T

YP

41'

41' T

YP

6'

41' T

YP

80'

3'

1'

4'

100'

41' T

YP

20'

120'

TYP

20'

TYP

20'

TY

P

20'

TY

P

6'

1' BALCONY, TYP

1' BALCONY, TYP

1' BALCONY, TYP

1' BALCONY, TYP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

NEW RETAINING

WALL

NEW RETAINING W

ALL

MARTELLO

LN

EXISTINGRETAINING WALL


BM 2005 PG 633

PRIVATE STORMWATERMAINTENANCE/ACCESS EASEMENT

BM 2005 PG 633


R/WR/W

R/W

R/W

R/W

R/WR/W

R/W

R/W

R/W

R/WR/W

R/W

R/W

NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND/OR NCDOT STANDARDS

AND SPECIFICATIONS.

2. ALL STREET TREES PLANTED ON THE PUBLIC RIGHT-OF-WAY SHALL BE PLANTED AND MAINTAINED IN

ACCORDANCE WITH THE STANDARDS SET FORTH IN THE CITY TREE MANUAL.

3. A TREE IMPACT PERMIT IS REQUIRED TO PLANT STREET TREES ON THE PUBLIC RIGHT-OF-WAY PRIOR TO

SUBDIVISION OF THE PROPERTY OR PRIOR TO ISSUANCE OF BUILDING PERMIT; WHICHEVER HAPPENS

FIRST.

4. SCREENING OF THE BMP SHALL BE PROVIDED WITH DECORATIVE FACED RETAINING WALLS. SEE DETAIL ON

SHEET C-801.

5. TREES, BUSHES, AND VEGETATION WITHIN THE PRIMARY TREE CONSERVATION AREA SHALL BE

PROTECTED FROM REMOVAL DURING CONSTRUCTION. CONTRACTOR SHALL EXERCISE DILIGENCE TO

REMOVE ONLY THE TREES, BUSHES, AND VEGETATION ESSENTIAL FOR CONSTRUCTION.

TREE PLANTING DETAIL

PRCR-03

DO NOT PRUNE LEADER. PRUNE OR CUT ONLYDEAD OR UNHEALTHY BRANCHES

THE ROOT FLARE SHALL BE PLANTED AT GRADE,NO HIGHER THAN 2" ABOVE GRADE, AND NEVERBELOW GRADE. REMOVE EXCESS SOIL TO EXPOSETHE ROOT FLARE AT GRADE. TREE SHALL BE SETPLUMBMULCH DEPTH 3". KEEP MULCH 3" FROM ROOTFLARE AND DO NOT CONTACT STEM

WATER SAUCER SHALL BE NO MORE THAN 3"ABOVE GRADE

COMPLETELY REMOVE TOP HALF OF BURLAP,LACING AND WIRE BASKET AND DISCARD FROMHOLE

HIGH QUALITY SOIL MIX AS SPECIFIED

ROOT BALL SHALL BE PLACED DIRECTLY ONCOMPACTED SUBGRADE. HANDLE TREE BY THEROOT BALL ONLY.

NOTES:

1. CONTRACTOR IS RESPONSIBLE FORADEQUATE DRAINAGE OF ALL PLANTINGPITS. (POSITIVE DRAINAGE AWAY FROM PIT)

2. ADHERE TO STANDARDS IN THE CITY TREEMANUAL.

3. STREET TREES MUST BE 3" CALIPER ATINSTALLATION WITH A 5' MINIMUM FIRSTBRANCH HEIGHT.

4. PLANTING SEASON OCTOBER - APRIL.5. A TREE IMPACT PERMIT IS REQUIRED.6. ELECTRICAL OUTLETS AND OTHER UTILITIES

ARE PROHIBITED IN THE PLANTING AREAIMMEDIATELY SURROUNDING THE TREE.

3 XROOTBALL DIAMETER'

PROVIDE STAKING IF SPECIFIED. IF STAKING ISPROVIDED, PROTECT TREE WITH BROAD STRAP ORFLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPSTO DEVELOP TRUNK TAPER. PROVIDE TURNBUCKLE AND WARNING FLAGS. REMOVE ALLSTAKING AND ACCESSORIES WITHIN ONE YEARFROM PLANTING.

CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION AND CULTURALRESOURCES DEPARTMENT URBAN FORESTER:[email protected]

11 LN


SILSBEE DR22' PUBLIC R/W

DIV

ER

SY

W

AY

22' PUBLIC R/W

PRIMARY TREECONSERVATION AREA- PARKWAY FRONTAGE

0.20 AC

PRIMARY TREECONSERVATION AREA- PARKWAY FRONTAGE

0.15 AC

40 IG

3 ZS

8 QC

80'

80'

TOTAL TREE CONSERVATION

AREA -- 0.35 AC

10'

10'

10'

10'

1

2

3

4

5

6

85'

80'

EBENEZER CHU

RCH RDVARIABLE W

IDTH ASPHALT

80' PUBLIC R/W



1 ZS

4 ZS

2 QC

1 CC

4 GB

4 CB

3 CB

3 QC

3 QC14 QF

TREE PROTECTION

FENCE (TYP.)

Designed By:

Drawn By:

Scale:

Project Number:

REVISIONS

DESCRIPTIONS

OF:

SHEET

Date:

Project Engineer:

Checked By:

AR

LIN

GT

ON

H

EIG

HT

S----T

OW

NH

OM

ES

12.04.16


PRELIMINARY

C600

LA

ND

SC

AP

IN

G P

LA

N

SU

BD

IV

IS

IO

N P

LA

N

TO

WN

HO

ME

S

AR

LIN

GT

ON

H

EIG

HT

S

1 ZS

1 CC

10 VT

1 GB

CHIS

LERS

WAY

NEW RETAINING

WALL

NEW RETAINING W

ALL

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

EIP

LEGEND

WATER METER

3

4

" COPPER WATER SERVICE

CLEANOUT

EX SANITARY SEWER MANHOLE

SANITARY SEWER MANHOLE

EX FIRE HYDRANT ASSEMBLY

FIRE HYDRANT ASSEMBLY

EX BLOW OFF VALVE

BLOW OFF VALVE

EX CHECK VALVE

CHECK VALVE

M

M

CO

CITY OF RALEIGH UTILITY NOTES:

1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS, AND SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT

EDITION).

2. UTILITY SEPARATION REQUIREMENTS:

2.1. A DISTANCE OF 100; SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING

WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.

2.2. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE

VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER AND MUST BE APPROVED BY THE PUBLIC

UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.

2.3. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF

CROSSING MUST BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS.

2.4. 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER AND STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.

2.5. MAINTAIN 18" MINIMUM VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MINIMUM VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAIN

CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" MINIMUM CLEARANCE (PER CORPUD DETAILS W-41 AND S-49).

2.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MINIMUM VERTICAL SEPARATION REQUIRED.

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

4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES AND BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE

INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENTS.

5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND SEWER FORCEMAINS. 4.0' MINIMUM COVER IS REQUIRED ON ALL REUSE MAINS.

6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF

RALEIGH PUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN AND REMOVAL OF SERVICE FROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.

7. INSTALL

3

4

" COPPER WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'x2' WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE

THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND PRESSURE.

8. INSTALL 8" DI SEWER SERVICES AT 0.6% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE AND SPACED EVERY 75 LINEAR FEET MAXIMUM.

9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER

THAN 1.0' ABOVE THE NEXT UPSTREAM MANHOLE.

10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE, AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAINS IMPACTS

(RESPECTIVELY) PRIOR TO CONSTRUCTION.

11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS AND SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.

12. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN

NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF

SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS OR LOCAL CROSS-CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT (919) 996-5923 OR [email protected] FOR MORE

INFORMATION.

ATTENTION CONTRACTORS

THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION OF

WATER, SEWER, AND/OR REUSE, AS APPROVED IN THESE PLANS, IS

RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT AT (919)

996-2409, AND THE PUBLIC UTILITIES DEPARTMENT AT (919) 996-4540 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

PERMITTED PLANS ON THE JOBSITE , 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 .

PUBLIC

WATER DISTRIBUTION / EXTENSION SYSTEM

THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE

CITY'S PUBLIC WATER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND

CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.

CITY OF RALEIGH

PUBLIC UTILITIES DEPARTMENT PERMIT # _________________________________

AUTHORIZATION TO CONSTRUCT _________________________________________

DATE __________________________________________________________________

PUBLIC

SEWER COLLECTION / EXTENSION SYSTEM

THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE

CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. THE MATERIAL AND

CONSTRUCTION METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE

STANDARDS AND SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.

CITY OF RALEIGH

PUBLIC UTILITIES DEPARTMENT PERMIT # _________________________________

AUTHORIZATION TO CONSTRUCT _________________________________________

DATE __________________________________________________________________




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