family dollar sr-12-2017 - raleighnc.gov · maintenance manual and budget shall be approved by the...

GARNER RD

RUSH ST

MARION RD

CROSS LINK RD

BOON

E TRL

SHELDEN DR

GROVE CREEK LNRALEIGH PINES DR

MAYPEARL LN

LAODICEA DR

ASHB

URN

CT

BRUM

LOW

LN

HASKELL DR

BLUEGROVE RD

BRADKIN CT

Zoning:CAC:

Drainage Basin:Acreage:

Sq. Ft.:

CX-3CentralWildcat1.998,320

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Rauhut Capital LLC919-783-7003

¯FAMILY DOLLARSR-12-2017 !

7/17/17 SR-12-17, Family Dollar #715478 1

AA# 3645 Case File: SR-12-17

Administrative Action Administrative Site Review

Case File / Name: SR-12-17 / Family Dollar #715478 General Location: This site is located on the west side of Garner Road, south of the intersection of

Garner road and Raleigh Pines Drive and is inside of the city limits. CAC: Central Request: Development of a 1.99 acre site currently comprised of three tracts zoned CX-3

into a 8,320 square foot, 23’ 4” tall one story (general type) building for retail use.

Cross-

Reference: TR# 502121 Design Adjustment: Due to existing infrastructure, a design adjustment was approved waiving the

block perimeter requirement. (UDO Section 8.3) Administrative Alternate: N/A

City of Raleigh Development Plans Review Center

One Exchange Plaza Raleigh, NC 27602

(919) 996-2626 www.raleighnc.gov

7/17/17 SR-12-17, Family Dollar #715478 2


SR-12-17 Preliminary Site Plan

7/17/17 SR-12-17, Family Dollar #715478 3


7/17/17 SR-12-17, Family Dollar #715478 4


Code Conformance:

Code Section(s)

Zoning District: CX-3 3.1

Overlay District: NA 5.1

Parking: Vehicle Required – 1 space/300 sf = 28 spaces Proposed – 30 spaces Bicycle Required – 4 (minimum) short term spaces Proposed – 4 racks

7.1.2

Street Type(s): Avenue 2 - Lane Divided. Requires 6' sidewalks, 6' planting strip and street trees. (UDO 8.4.5)

8.4

Streetscape: Commercial Street Type 8.5

Setbacks/Frontage: Primary Street = 5’ Side Street = 5’ Side lot line = 0 or 6’ Rear = 0 or 6’

3.4, 3.2, 2.2

Neighborhood Transitions:

Type 2 (Medium) 20’ Neighborhood Transitional yards along both the northern and the southern borders (3.5.3 B)

3.5

Transitional Protective Yards:

Type C-3 yard between vehicle surface area and adjacent street right of way (UDO 7.1.7 B4, 7.2.4)

7.2.4

Stormwater: This site will comply with stormwater quality by using a TN offset fee buy down only. Stormwater quantity will be met by using a dry detention pond (with no TN reduction)

9.2

Tree Conservation: This site is less than two acres in size and therefore exempt from Article 9.1, Tree Conservation.

9.1

Variances, Design Adjustments,

Administrative Alternates:

Due to existing infrastructure, a design adjustment was approved waiving the block perimeter requirement. (8.3)

Other: NA

http://www.raleighnc.gov/content/extra/Books/PlanDev/UnifiedDevelopmentOrdinance/#60












7/17/17 SR-12-17, Family Dollar #715478 5


OFFICIAL ACTION: Approval with conditions CONDITIONS OF APPROVAL: Prior to issuance of a mass land disturbing permit for the site:

1. That in accordance with Part 10A Section 9.4.4, a surety equal to of the cost of clearing, grubbing and reseeding a site, shall be paid to the City;

Prior to the issuance of any site permits, infrastructure construction plans or concurrent review process, whichever is applicable;

2. That a demolition permit be issued;

3. That a stormwater control plan with a stormwater operations and maintenance manual and budget shall be approved by the Stormwater Engineer in compliance with Part 10A Chapter 9 of the Unified Development Ordinance, including the designation of buffer areas and open space areas for stormwater purposes prior to grading or the approval of construction drawings whichever event comes first;

4. That a nitrogen offset payment must be made to a qualifying mitigation bank;

5. That the developer shall pay to the City a stormwater facility replacement fund payment equal to twenty-four percent (24%) of the estimated cost of. constructing all stormwater control facilities shown on the development plans;

Prior to issuance of building permits:

6. That a recombination map be recorded prior to or in conjunction with the recording of lots, recombining the existing lots into a single tract;

7. That in accordance with Part 10A Section 9.2.2, a surety equal to 125% of the cost of the construction of a stormwater device is paid to the City;

8. That all stormwater control measures and means of transporting stormwater runoff to and from any nitrogen and stormwater runoff control measures shall be shown on all plats for recording as private drainage easements;

9. That ½ of a 76’ required right of way with a 5’ utility easement outside of the right of way along Garner Road is dedicated to the City of Raleigh and recorded with the Wake County Register of Deeds;

10. That in accordance with Part 10A Section 8.1.3, a surety equal to 125% of the cost of development related improvements, including streetscape trees on Garner Road is paid to the Development Services Department;

7/17/17 SR-12-17, Family Dollar #715478 7


been granted vested rights. Failure to complete construction within this specified time frame shall automatically void the approved site plan for which no building permits have been issued.

WHAT NEXT?:

• MEET ALL CONDITIONS OF APPROVAL. • COMPLETE INFRASTRUCTURE CONSTRUCTION DRAWINGS FOR ANY PUBLIC IMPROVEMENTS Streets, Utility lines to be owned and maintained by the City. • HAVE A REGISTERED SURVEYOR PREPARE FINAL PLATS FOR RECORDING. These also must be submitted to the City for authorization signature prior to recording with the Wake County Register of Deeds. • MEET THE REQUIREMENTS OF THE EXPIRATION THRESHOLDS AS NOTED ABOVE.

SHEET INDEX

SITE DEVELOPMENT PLANS FOR:Transaction #502121

Family Dollar 7154783110 Garner RoadCity of Raleigh, NC

LOCATION MAP

SITE

DEVELOPER CIVIL ENGINEER SURVEYOR

EMAIL:

ARCHITECT

ADDRESS:

COMPANY:

PHONE:

CONTACT:

EMAIL:

Bluewater Civil Design, PLLC

19 Washington Park, Suite 100

Greenville, SC 29601

864-326-4204

Jason S. Henderson, P.E.

[email protected]

ADDRESS:

COMPANY:

PHONE:

CONTACT:

EMAIL:

John A. Edwards & Company

333 Wade Avenue

Raleigh, NC 27605

919-826-4428

Jonathan Callahan

[email protected]

ADDRESS:

COMPANY:

PHONE:

CONTACT:

EMAIL:

C.L. Helt Architect, Inc.

1136 Greenwood Cliff

Charlotte, NC 28204

704-342-1686

Toni Finch

[email protected]

SITE

CITY OF

RALEIGH

LANDSCAPING

WATER

SEWER

PLANNING/ PERMIT COORDINATOR

FIRE DISTRICT

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Fire Department

310 West Martin Street, Suite 200

Raleigh, NC 27602

919-996-5972

Steve Berry

[email protected]

STORMWATER

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Stormwater Management

One Exchange Plaza, Suite 304

Raleigh, NC 27601

919-996-3515

Ben Brown

[email protected]

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Development Services

One Exchange Plaza, Suite 400

Raleigh, NC 27602

919-996-2630

Chip Shankle

[email protected]

TRANSPORTATION

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Transportation Services

One Exchange Plaza, PO Box 590

Raleigh, NC 27602

919-996-2406

Paul Kallam

[email protected]

SITE CONTACTSDWG. NO.

DESCRIPTION

DATE

CIVIL TITLE SHEET C001SURVEY SURVEYEXISTING CONDITIONS & DEMOLITION PLAN C002SITE PLAN C101TRUCK ROUTING PLAN C102GRADING & DRAINAGE PLAN C201SPOT ELEVATIONS PLAN C202DRY POND BMP PLAN C203UTILITY PLAN C301

LANDSCAPE PLAN L101LANDSCAPE NOTES AND DETAILS L102

SITEWORK NOTES AND DETAILS C501-C508

ARCHITECTURAL ELEVATIONS A-2

*BOUNDARY & TOPOGRAPHIC SURVEY (BY JOHN A. EDWARDS & COMPANY)

I hereby certify that these plans (except for Landscape andIrrigation) were prepared by me or under my directsupervision and that I am a duly Registered ProfessionalEngineer under the laws of the State of North Carolina andthat I am competent to prepare this document.

JASON HENDERSON - NC PE# 031306

WAKE COUNTY

ELECTRICITY

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

Duke Energy

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Public Utilities

PO Box 590

Raleigh, NC 27602

919-996-3484

Cesar Sanchez

[email protected]

EMAIL:

ADDRESS:

COMPANY:

PHONE:

CONTACT:

EMAIL:

Rauhut Capital, LLC

4004 Barrett Drive, Suite 106

Raleigh, NC 27609

919-783-7003

Will Stronach

[email protected]

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Development Services

One Exchange Plaza

Raleigh, NC 27602

919-996-2477

Andy Gilliam

[email protected]

ADDRESS:

AGENCY:

PHONE:

CONTACT:

EMAIL:

City of Raleigh Public Utilities

PO Box 590

Raleigh, NC 27602

919-996-3484

Cesar Sanchez

[email protected]

SR-12-17BM 2016 PG 1886

SOLID WASTE COMPLIANCE STATEMENT

These plans are in compliance with the requirementsset forth in the Solid Waste Design Manual. This sitewill use a private hauler to handle trash needs. SolidWaste Services requirements are shown on C101,C506, & L101.

THIS DRAWING AND ASSOCIATED .DWG FILES ARE THE PROPERTY OF BLUEWATER CIVIL DESIGN, PLLC AND SHALL NOT BE MODIFIED, USED, OR REPRODUCED IN ANY WAY OTHER THAN AUTHORIZED IN WRITING. © 2016 BLUEWATER CIVIL DESIGN, PLLC

PLANREVISION

ISSUEDATE

ISSUECOMMENT

Drawing Scale:

DWG Name:

Project Number:

Date of Project:

Engineer of Record:

as noted

2016-100

Certificates of Authorization:SC C04212 - GA PEF005865

NC P0868 - AL CA4065E

FAM

ILY

DO

LLAR

STO

RE #

715

478

3110

Gar

ner

Rd.

City

of

Rale

igh,

NC

1-6-2017ISSUED FOR SITE PLAN

REVIEW

2016-100 Details.dwg

8-16-2016

A

3-31-2017REVISED PER CITY OF

RALEIGHB


RALEIGHC

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C001

CIVIL TITLE SHEET

C

6-9-2017REVISED PER COR

COMMENTSD

Jason Henderson, P.E.South Carolina PE# 22406

Georgia PE# 030711North Carolina PE# 031306

Alabama PE# 32054

N

S

EW

RETAIL8,320 S.F.80' X 104'

FF EL 332.00

18.00'

10' PARKING SETBACK

5' BUILDING SETBACK

20' ZONE A PROTECTIVE BUFFER


80'

104'

32.72'

18.00'

50' ZONE B TRANSITIONAL BUFFER

34.05'


36.00'

6.5' FENCE

6.5' FENCE

ADASIGNAGE

ADASIGNAGE

HEAVY DUTYASPHALT

LIG

HT

DU

TY

ASPH

ALT

HEAVY DUTYASPHALT

HEAVY DUTYASPHALT

BIKE RACKS(4 SPACES)

ADA RAMP

EDGE OF PAVEMENT

EDGE OF PAVEMENT

LIGHT DUTY

ASPHALT

LIGH

T DUTY

ASPHALT

CLOSE EXISTING DRIVE CUT WITHCITY OF RALEIGH STD.30" CONC. CURB & GUTTER

DUMPSTER ENCLOSUREHEAVY DUTY CONC.

FRONTENTRY

RETAINING WALLDESIGN/PERMIT BY OTHERS.

4' HIGH SAFETY FENCEAROUND STORMWATER BMP.

DRY DETENTIONBASIN SCM(QUANTITY)

12' WIDE GATE.6' LONG CURB TAPER (FROM 6"HIGH TO FLUSH)

CITY OF RALEIGH STD.HEAVY DUTY CONCRETE APRON.

6' LONG CURBTAPER (FROM 6"HIGH TO FLUSH)

LIGHT DUTY

ASPHALT

18.00'

9.00'

2' STOP BAR

9.00'

8.00'8.00'

8.00'9.00'

9.00'

5'

WHEEL STOP,ALL PARKINGSPACES(TYP.)

12.00'

STOP SIGN

CONC.HVAC PAD

EDGE OF PAVEMENTDUMPSTERENCLOSURE

2.00'

ROLL CURB

BOLLARDS,TYP.

NCDOT STD.GUARDRAIL

4

7

10

9

SIGN, DESIGN/PERMIT BYOTHERS.

6" CURB AGAINSTBUILDING

REVEALED FACESIDEWALK

5' CROSSWALK

PROPOSED6' SIDEWALK

5' SIDEWALK ACCESS TOAMENITY/OPEN SPACE

EXISTING5' SIDEWALK(END)

REQUIRED AMENITY OPEN SPACE AREA = 8,683 SF

PROVIDED = 8,687 SF

20.00'

1.50

'

36.04' EXISTING

NEW ROWDEDICATION

38.00

65.04'

CITY OF RALEIGH STD.30" CONC. CURB &GUTTER

CITY OF RALEIGH STD.30" CONC. CURB & GUTTER

5' SIDEWALK

TYPE N-2 RAMP(RALEIGH STD)



5' SIDEWALK ACCESS FROM ROWTO AMENITY/OPEN SPACE

2.00'

EXISTING5' SIDEWALK(END)

PROPOSED6' SIDEWALK

PROPOSED6' SIDEWALK

THIS DRAWING AND ASSOCIATED .DWG FILES ARE THE PROPERTY OF BLUEWATER CIVIL DESIGN, LLC AND SHALL NOT BE MODIFIED, USED, OR REPRODUCED IN ANY WAY OTHER THAN AUTHORIZED IN WRITING. © 2016 BLUEWATER CIVIL DESIGN, LLC

PLANREVISION

ISSUEDATE

ISSUECOMMENT

Drawing Scale:

DWG Name:

Project Number:

Date of Project:

Engineer of Record:

as noted

2016-100


NC P0868 - AL CA4065E

FAM

ILY

DO

LLAR

STO

RE #

715

478

3110

Gar

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Rd.

City

of

Rale

igh,

NC


REVIEW

2016-100 D1.dwg

8-16-2016

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C101

SITE PLAN

LC

N

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COMMENTSD



Alabama PE# 32054Louisiana PE# 38895

Virginia PE# 0402053338

SITE LIGHTING NOTE:

REFER TO ARCHITECTURAL PLANS FOR SITE LIGHTINGELECTRICAL PLAN.

SITE ZONING NOTE:

SUBJECT PROPERTY IS ZONED: CX-3

WATERSHED NOTE:

SUBJECT PROPERTY IS LOCATED WITHIN THE NEUSE RIVER BASIN.

SITE PLAN INFORMATIONARCHITECTURAL NOTE:CONTRACTOR TO REFER TO ARCHITECTURAL PLANS FOR EXACT DIMENSIONS OF BUILDING, SIDEWALKSADJACENT TO BUILDING, COLUMN LOCATIONS, DOOR/ENTRY LOCATIONS, BOLLARDS, COMPACTORS,ELECTRICAL/MECHANICAL EQUIPMENT, TRUCK WELL, ROOF DRAIN DOWNSPOUTS, AND ALL UTILITYCONNECTIONS.

BUILDING FOOTING NOTE:IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BETWEEN THE CIVIL PLANS /ARCHITECTURAL PLANS / STRUCTURAL PLANS REGARDING THE GROUND ELEVATIONS DIRECTLYEXTERNAL OF THE BUILDING IN RELATION TO THE STRUCTURAL BUILDING FOOTINGS.

SITE LIGHTING NOTE:SEE SITE LIGHTING PLAN FOR ALL POLE LOCATIONS, FIXTURE AND PHOTOMETRIC INFORMATION. POLELOCATIONS ARE SHOWN ON THIS PLAN FOR INFORMATION ONLY.

SITE LANDSCAPING NOTE:SEE LANDSCAPE PLANS FOR ALL PERMANENT VEGETATION REQUIREMENTS/INFORMATION.I.E. SOD, TREES, SHRUBS, MULCHING, ETC.

ADA RAMP NOTE:TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL ADA RAMPS.

SITE DATANAME OF DEVELOPMENT: FAMILY DOLLAR 715478

NAME OF OWNER: Trico Capital, LLC4004 Barrett Drive, Suite 106Raleigh, NC 27609919-783-7003Contact: Will Stronach

NAME OF ENGINEER: Bluewater Civil Design, PLLC19 Washington Park - Suite 100Greenville, SC 29601864-326-4204Jason S. Henderson, P.E.

ADDRESS: 3110 Garner RoadRaleigh, NC 27610

PIN: 1702936814, 1702938914, 1702938830

ZONING: CX-3

BUILDING SETBACKS REQ'D: 5' Min. Front50' Min. Side

LAND AREA: 1.99 acres ~ 86,826 SF

PROPOSED BUILDING: 8,320± S.F. (1 building)BUILDING LOT COVERAGE: 8,320 S.F. or 16.05%NUMBER OF BUILDINGS: One (1)PROPOSED HEIGHT: (see architectural)NUMBER OF STORIES: One (1)

EXISTING IMPERVIOUS: 17,396 s.f. or 19.92%PROPOSED IMPERVIOUS: 29,761 s.f. or 34.07%REQUIRED OPEN SPACE: 8,683 s.f. or 10.00%PROPOSED OPEN SPACE: 11,604 s.f or 13.29%PROPOSED PERVIOUS: 57,580 s.f. or 65.93%REQUIRED AMENITY AREA: 8,683 s.fPROVIDED AMENITY AREA: 8,687 s.f.DISTURBED AREA ON SITE: 1.90 acres

PARKING REQUIRED: 1 SPACE/300 SFPARKING REQUIRED MIN.: 28 SPACESPROPOSED PARKING: 30 SPACES

BICYCLE RACKS REQ'D: 4 MIN.BICYCLE RACKS PROV'D: 4 RACKS

PARKING STALL SIZE: 9' x 18'

ADA PARKING REQ'D: 2 SPACESADA PARKING PROV'D: 2 SPACES

1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

10 80

20

402020

>>SD>>

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>>SD

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CURB IN

TOP 333

I.E. 330.1

CURB INLET

TOP 333.05

I.E. 330.11

CURB INLET

TOP 332.57

I.E. 328.81

SSMH

RIM=332.58

I.E. OUT=325.93'

MANHOLE

TOP 332.77

I.E. UNKNOWN

1" DOMESTIC WATER LINE(TYPE K COPPER).

DWDW

DW

DW

DW

DW

DW

DW

DW

1" WATER METER PER CITYOF RALEIGH REQUIREMENTS.

RPZ + ABOVE GROUND HOTBOX

TAP AND VALVEPER CITY OF RALEIGHREQUIREMENTS.

SANITARY SEWER SERVICE CONNECTIONTO EXISTING MANHOLEI.E. 326.03

6" PVC SANITARY SEWER SERVICE@ MIN. 1.04% SLOPE

OPEN CUT & PATCH ROAD FOR NEWUTILITY SERVICE INSTALLATIONS.OPEN CUT & PATCH TO MEET CITY OFRALEIGH REQUIREMENTS.

RETAIL8,320 S.F.80' X 104'

FF EL 332.00

UTILITY NOTE:REFER TO ARCHITECTURAL PLANS FOR ALL UTILITYCONNECTION LOCATIONS TO BUILDING (SANITARY SEWER,DOMESTIC WATER, IRRIGATION WATER, GAS, POWER, ETC.)

SITE LIGHTING NOTE:SITE LIGHTING POLES SHOWN FOR INFORMATION ONLY,TYP. SEE SITE LIGHTING PLAN FOR EXACT LOCATIONS.

5' BUILDING SETBACK

80'

104' SD

SS

SS

SS

SS

SS

SS

SS

SS

SANITARY SEWERI.E. 328.42

SEWER CLEANOUTTOP 331.17±I.E. 328.08


SEWER CLEANOUTTOP 331.36I.E. 327.28


3/4" IRRIGATION WATER LINE(TYPE K COPPER).

SEE IRRIGATION PLAN FOR LINESIZE AND CONTINUATION.

3/4" IRRIGATION WATER METER PERCITY OF RALEIGH REQUIREMENTS.

RPZ + ABOVE GROUND HOTBOX

OPEN CUT & PATCH ROAD FOR NEWUTILITY SERVICE INSTALLATIONS.OPEN CUT & PATCH TO MEET CITY OFRALEIGH REQUIREMENTS.

1" DOMESTIC WATER LINE


PROVIDED = 8,687 SF

>>RD>>

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>>RD>>>>RD>>>>RD>>>>RD>>

SD

SD

>>RD>> >>RD>> >>RD>> >>RD>>

>>RD>>

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SHALLOW CROSSING±1 FT CLEARANCE


PLANREVISION

ISSUEDATE

ISSUECOMMENT

Drawing Scale:

DWG Name:

Project Number:

Date of Project:

Engineer of Record:

as noted

2016-100


NC P0868 - AL CA4065E

FAM

ILY

DO

LLAR

STO

RE #

715

478

3110

Gar

ner

Rd.

City

of

Rale

igh,

NC


REVIEW

2016-100 D1.dwg

8-16-2016

A


RALEIGHB


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C301

UTILITY PLAN

PLLC

NC-P-0868

N

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1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

30 30 60

30

12015


COMMENTSD





GENERAL UTILITY PLAN NOTES:

1. THE CONTRACTOR SHALL CONTACT ALL UTILITY AUTHORITIES (e.g. POWER, TELEPHONE,

CABLE, DATA, GAS, WATER, SEWER, ETC) REGARDING PROJECT COORDINATION. THE

CONTRACTOR SHALL INCLUDE IN PRICE/BID ALL WORK NECESSARY TO COORDINATE

THE RELOCATION OF EXISTING UTILITY SERVICES OR MAINS THAT CONFLICT WITH THIS

PROJECT'S COMPLETION. UTILITY SERVICES OR MAINS, OTHER THAN WATER AND

SEWER, HAVE NOT BEEN DESIGNED AS PART OF THIS PLAN.

2. THE CONTRACTOR SHALL CONTACT ALL UTILITY AUTHORITIES PRIOR TO START OF

CONSTRUCTION SET UP A PRE-CONSTRUCTION MEETING WITH ALL AUTHORITIES

(INCLUDING FIRE DEPARTMENT) TO COORDINATE INSTALLATIONS, INSPECTIONS, AND

PAYMENT OF ANY RELATED FEES. THE CONTRACTOR SHALL INCLUDE IN PRICE/BID ALL

TAP FEES, INSPECTION FEES, METER FEES, ETC. FOR WATER AND SEWER WORK

UNLESS SPECIFICALLY INSTRUCTED OTHERWISE.

3. SEE SITE LIGHTING PLANS AND SITE ELECTRICAL PLANS FOR COORDINATION OF SITE

LIGHTING AND SITE ELECTRICAL ROUTING, SITE ELECTRICAL RELOCATION, TELEPHONE

ROUTING, DATA ROUTING, ETC.

4. THE CONTRACTOR SHALL ONLY USE MATERIALS MEETING STATE AND LOCAL UTILITY

AUTHORITY STANDARDS AND SPECIFICATIONS FOR THE WATER AND SEWER WORK.

5. IF REQUIRED, EASEMENT PLATS SHALL BE CREATED FOR THE UTILITY LINES. THESE

EASEMENTS SHALL BE REVIEWED BY THE UTILITY AUTHORITY AND RECORDED WITHIN

THE APPROPRIATE COUNTY PRIOR TO CERTIFICATE OF OCCUPANCY. ALL COSTS

ASSOCIATED SHALL BE INCLUDED IN THE CONTRACTOR'S PRICE/BID.

6. THE CONTRACTOR SHALL ADHERE TO THE CITY OF RALEIGH/ NCDENR STANDARD

WATER AND SEWER SPECIFICATIONS FOR THE CONSTRUCTION & INSTALLATION OF

WATER AND SEWER LINES FOR THIS PROJECT.

7. THE CONTRACTOR SHALL NOTE THAT RISER AND FIRE SERVICE SIZES ARE FOR

INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY SIZES AND MATERIALS WITH THE

APPROVED FIRE SPRINKLER DESIGN AND INCLUDE IN PRICE/BID. !!NOTE THESE PLANS

SHALL NOT BE USED FOR UNDERGROUND FIRE PROTECTION PIPING PERMITTING. THE

FIRE SPRINKLER CONTRACTOR/DESIGNER SHALL CONTACT ENGINEER TO ACQUIRE

AutoCAD FILE OF PLAN FOR CREATION OF AN APPROVABLE "UNDERGROUND FIRE

PROTECTION PLAN".!!

8. BLUEWATER CIVIL DESIGN ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF FLOW

TEST DATA. THE FIRE SPRINKLER CONTRACTOR SHALL ACQUIRE AN NFPA CERTIFIED

FLOW TEST PRIOR TO BEGINNING FIRE SPRINKLER SYSTEM DESIGN.

9. SANITARY SEWER SERVICE LINES THAT ARE SPECIFIED ON THIS PLAN SHALL

TERMINATE 5' OUTSIDE THE BUILDING. THE CONTINUATION SHALL BE PICKED UP ON

THE INTERNAL PLUMBING DRAWINGS. ALL EXTERNAL SANITARY SEWER SERVICE

PIPING 5' OUTSIDE THE BUILDING SHALL BE POLYVINYL CHLORIDE (PVC) SDR 35 OR

CLASS 50 DUCTILE IRON PIPE AS NOTED ON THE PLANS. 6" SEWER SERVICES SHALL BE

CONSTRUCTED WITH NO LESS THAN A 1.04% SLOPE.

10. DOMESTIC WATER LINES THAT ARE SPECIFIED ON THIS PLAN SHALL TERMINATE 5'

OUTSIDE THE BUILDING. THE CONTINUATION SHALL BE PICKED UP ON THE INTERNAL

PLUMBING DRAWINGS. ALL

3

4

" TO 2" WATER LINES SHALL BE COPPER (K) MATERIAL OR

APPROVED EQUAL. ALL WATER LINES 2.5", 3", 4", 6", 8", ETC. SHALL BE C-900 POLYVINYL

CHLORIDE (PVC) OR CLASS 350 DUCTILE IRON PIPE (D.I.P.) AS NOTED ON THE PLAN.

11. ALL FIRE LEADS SHALL BE CLASS 350 DUCTILE IRON PIPE (D.I.P.), (NO EXCEPTIONS), AND

SHALL BE RODDED BACK TO TEE AS NECESSARY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL AS-BUILT SURVEYS AS REQUIRED

BY LOCAL AUTHORITIES. IT IS THE CONTRACTOR'S RESPONSIBILTY TO DETERMINE

FROM AUTHORITIES WHETHER AN ASBUILT WILL BE REQUIRED AT COMPLETION OF

INSTALLATION. ALL ASBUILTS SHALL BE PROVIDED BY A REGISTERED LAND SURVEYOR,

LICENSED IN THE STATE OF NORTH CAROLINA. THE CONTRACTOR SHALL INSURE THAT

ALL INFORMATION REQUIRED BY THE AUTHORITY IS INCLUDED ON THE ASBUILT SURVEY

DRAWING.

NOTE:ALL EXISTING FIELD CONDITIONS SHALL BE VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALLCONTACT SITE ENGINEER AND OWNER IMMEDIATELY IF ANYDISCREPANCIES ARE NOTICED.

UTILITY NOTE:THE CONTRACTOR IS RESPONSIBLE FOR HAVING APRE-CONSTRUCTION CONFERENCE TO COORDINATE THE ROUTE,SIZE, SCHEDULING, AND OTHER ASPECTS OF THE INSTALLATIONOF ALL PUBLIC UTILITIES.

UTILITY NOTE:SEE DETAIL SHEETS C500 FOR NOTES ANDDETAILS PERTAINING TO WATER & SEWERCONSTRUCTION.

NOTE:CONTRACTOR TO COORDINATEREMOVAL/RELOCATION OF ANY EXISTINGUTILITIES W/ APPROPRIATE UTILITY PROVIDER.

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80'

104'


50' ZONE B TRANSITIONAL BUFFER SD

SS

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PROVIDED = 8,687 SF

20' ZONE A TRANSITIONAL BUFFER510 LFCANOPY TREES REQ'D: 26CANOPY TREES PROV'D: 26UNDERSTORY TREES REQ'D: 20UNDERSTORY TREES PROV'D: 20SHRUBS REQ'D: 153SHRUBS PROV'D: 1536.5' FENCE/WALL REQ'D6.5' FENCE PROV'D

33-DYH

20' ZONE A TRANSITIONAL BUFFER605 LFCANOPY TREES REQ'D: 30CANOPY TREES PROV'D: 30UNDERSTORY TREES REQ'D: 24UNDERSTORY TREES PROV'D: 24SHRUBS REQ'D: 182SHRUBS PROV'D: 1826.5' FENCE/WALL REQ'D6.5' FENCE PROV'D

10' C-3 STREET PROTECTIVE YARD264 LF SHRUBS REQ'D: 79SHRUBS PROV'D: 79

46-DYH

1-UP

1-UP

1-UP

1-UP

1-UP

6-AR

3-CC

6.5' WOODEN PRIVACY FENCE AROUND PROPERTY BOUNDARY



5-SB

3-CM

3-CC

3-SB

5-CC3-CM

2-CC5-CM

3-CC1-CM

3-CC

3-SB

3-UP

6-AR

4-AR

6-QN

5-AR

6-QN

8-AR

6-QN

6-UP

36-LOR

30-LOR

31-DBH

36-DBH

20-IN

31-GAB

36-GAB

31-OSM

36-OSM

68-CAR

4-OC

6-OC

15,050 SF PARKING AREACANOPY TREES REQ'D: 8CANOPY TREES PROV'D: 9

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PLANREVISION

ISSUEDATE

ISSUECOMMENT

Drawing Scale:

DWG Name:

Project Number:

Date of Project:

Engineer of Record:

as noted

2016-100


NC P0868 - AL CA4065E

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NC


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1 inch = ft.

( IN FEET )

GRAPHIC SCALE0

10 80

20

402020

CANOPY TREES

PLANT SCHEDULE

QTY. COMMON NAME BOTANICAL NAME SYM. SIZE SPACING

29 October Glory Maple Acer rubrum 'October Glory' AR 3" CAL. Varies - See Plan18 Nuttall Oak Quercus nuttallii QN 3" CAL. Varies - See Plan14 Allee Elm Ulmus parvifolia 'Emer II' UP 3" CAL. Varies - See Plan

NOTE: PLANT QUANTITIES ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY. CONTRACTOR ISRESPONSIBLE FOR CONFIRMING ALL QUANTITIES AS SHOWN ON PLANS PRIOR TO BIDDING AND INSTALLATION.

SHRUBS/ORNAMENTAL GRASSES

67 Glossy Abelia Abelia x grandiflora GAB 3 GAL. 3.33' O.C.68 Carissa Holly Ilex cornuta 'Carissa' CAR 3 GAL. 3.33' O.C.67 Dwarf Burford Holly Ilex cornuta 'Dwarf Burford' DBH 3 GAL. 3.33' O.C.79 Dwarf Yaupon Holly Ilex vomitoria 'nana' DYH 3 GAL. 3.33' O.C.66 Crimson Fire Loropetalum Loropetalum chinense var. rubrum 'Crimson Fire' LOR 3 GAL. 3.33' O.C.67 Fortunes Osmanthus Osmanthus x fortunei OSM 3 GAL. 3.33' O.C.111 Fragrant Tea Olive Osmanthus fragrans FTO 3 GAL. 3.33' O.C.

NOTES:1. All disturbed areas not mulched shall be sodded/seeded.2. All Crape Myrtle and Serviceberry trees shall be multi-trunk. Min. 3 - Max. 5 trunks.

3. All Okame Cherry (located within ROW) are to be single stem 0.75.

EVERGREEN TREES

TURFGRASS SOD/SEED

Bermuda

Double-Ground Hardwood Mulch 3-4" Depth, natural color with no added dye or coloring

20 Nellie Stevens Holly Ilex x 'Nellie R. Stevens' IN 5' HT; Full to Ground 6' O.C.

MULCH

11 Autumn Brilliance Serviceberry* Amelanchier x grandiflora 'Autumn Brilliance' SB 6' HT. 2" CAL. Varies - See Plan19 Forest Pansy Redbud Cercis canadensis 'Forest Pansy' CC 6' HT; 2" CAL. Varies - See Plan12 Natchez Crape Myrtle* Lagerstroemia indica x fauriei 'Natchez' CM 6' HT; 2" CAL. Varies - See Plan10 Okame Cherry Prunus 'Okame' OC 6' HT; 2" CAL. 20' O.C.

UNDER-STORY TREES

family dollar sr-12-2017 - raleighnc.gov · maintenance manual and budget shall be approved by the...

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