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WILDERS GROVE RETAIL- RALEIGH, NC ADMINISTRATIVE SITE REVIEW

1st SUBMITTAL TO CITY OF RALEIGH: MARCH 20, 2019

CITY OF RALEIGHWAKE COUNTY, NORTH CAROLINA

Civil Engineer: Surveyor:Larry King & Associates, RLS, PA1333 Morganton Road #201Fayetteville, NC 28305Phone: 910-483-4300Contact: Jeffrey Nobles, PEEmail: jnobles@lkanda.com

Owner/Developer:Southeastern Design & Construction, Inc.110 Missy Byrd Dr.Hope Mills, NC 28348Phone: 910-309-4230Contact: Warren BishopEmail: warren@sedc-inc.com

Landscape Architect:Southwell Design, PLLCPO Box 37178Raleigh, NC 27627919.272.6729 (o)Contact: Adam Southwelll, PLA, ASLA, LEED GAadam@southwelldesign.com

GOVERNING AGENCIES:

UTILITY AGENCIES:

PLANNING/ZONING/LANDSCAPE:US ARMY CORPS OF ENGINEERS (USACE)USACE RALEIGH FIELD OFFICE3331 HERITAGE TRADE DR. SUITE 105WAKE FOREST, NC 27587919-554-4884CONTACT: MR. JAMES LASTINGER

STORMWATER / EROSION CONTROL

WATER & SEWERENGINEERINGCITY OF RALEIGHENGINEERING SERVICESONE EXCHANGE PLAZA, SUITE 801RALEIGH, NC 27601 919-996-5575CONTACT: MR. RICHARD KELLY

CITY OF RALEIGH PUBLIC UTILITIESONE EXCHANGE PLAZARALEIGH, NC 27601919-996-3484 (o)CONTACT: CESAR SANCHEZEMAIL: cesar.sanchez@raleighnc.gov

CITY OF RALEIGHSTORMWATER SERVICESONE EXCHANGE PLAZA, SUITE 304RALEIGH, NC 27601 919-996-3515CONTACT: MR. BENJAMIN BROWN, PE

CITY OF RALEIGHDEVELOPMENT SERVICES1 EXCHANGE PLAZA, SUITE 400RALEIGH, NC 27587 919-996-2478CONTACT: MR. MITCH HALEY

SITE INFORMATION:

LOCATION: 4201 NEW BERN AVENUE, RALEIGH, NC

COUNTY: WAKE COUNTYPARENT PIN: 1724868153

1724960124DB/PG: 015520 / 01716

015520 / 01716ZONING: CX-3-PLACREAGE (ORIG): 1.00 AC,

1.13 AC

SETBACKS:BUILDING:

FRONT: 100' BUILD-TO LINESIDE LOT: 6' BUILDING SETBACKSIDE STREET: 5'REAR LOT: 0' OR 6'

PARKING:FRONT: 10'SIDE LOT: 3'SIDE STREET: 10'REAR LOT: N / A

BUILDING DATA:BUILDING SIZE: 7,200 SF (RETAIL)

3,900 SF (3 RETAIL TENANTS & 1,900 RESTAURANT TENANT)

BUILDING HEIGHT: 26.25' (1 STORY)

PARKING:EXISTING RESTAURANT SPECIFICATION: 1 SPACE / 150 SF GFA

OR 1 SPACE / 5 SEATS (MOST) 9391 SF, 344 SEATS = 69 PARKS

EXISTING PARKING: 120 PARKS

PROP. RESTAURANT SPECIFICATION: 1 SPACE / 150 SF GFA (MOST) OR 1 SPACE / 5 SEATS 22 SEATS, 1831 SF = 13 PARKS

RETAIL SPECIFICATION: 1 SPACE / 150 SF 3900 SF = 26 SEATS

INDOOR RECREATION SPECIFICATION: 1 SPACE / 300 SF 7200 SF = 24 SEATS

RESTAURANT SPECIFICATION: 1 SPACE / 150 SF GFA 1900 SF = 13 PARKS

TOTAL PARKS REQUIRED: = 63 PARKSBICYCLE 1 SPACE / 25K SF GFA (4 MIN.)

PROVIDED PARKING: 72 STANDARD 4 H/C SPACES

TOTAL PARKS: = 76 PARKS W/ 4 BICYCLE

IMPERVIOUS AREAS:EXISTING:

PAVEMENT: 48,133 SQ FT (1.10 AC)BUILDING: 9,755 SQ FT (0.22 AC)TOTAL EXISTING IMPERVIOUS: 57,888 SQ FT (1.32 AC - 61.9%)

PROPOSED:PAVEMENT: 37,007 SQ FT (0.85 AC)SIDEWALK: 5,292 SQ FT (0.12 AC)BUILDING: 13,025 SQ FT (0.30 AC)TOTAL IMPERVIOUS: 55,324 SQ FT (1.27 AC - 59.6%) The Curry Engineering Group, PLLC

NC License # P-0799PO Box 2018205 S. Fuquay AveFuquay-Varina, NC 27526919.552.0849 (o)Contact: Don Curry, PEdon@curryeng.com

1" = 500'

VICINITY MAP

N

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NEW BERN AVE.

LAKE WOODARD DR.

NATURAL GASPSNC ENERGY3516 SPRING FOREST RD.RALEIGH, NC 27616919-501-7668 (o)CONTACT: MATTHEW KOEHLEMAIL: mkoehl@scana.com

Sheet List Table

C-00 COVER SHEET

C-00A COVER SHEET NOTES

C-01 EXISTING CONDITIONS

C-02 DEMOLITION PLAN

C-03 SITE PLAN

C-04 UTILITY PLAN

C-05 GRADING PLAN

C-06 EROSION CONTROL PLAN

C-07 EROSION CONTROL PLAN II

D-01 SITE DETAILS

D-02 UTILITY DETAILS

D-03 LANDSCAPE DETAILS

D-04 DRAINAGE DETAILS

D-05 EROSION CONTROL DETAILS I

D-06 EROSION CONTROL DETAILS II

D-07 EROSION CONTROL DETAILS III

L-01 LANDSCAPE PLAN

A-3.01 ARCHITECTURAL ELEVATIONS

Architect:Christopher Patrick4517 Knightsbridge WayRaleigh, NC 27604919.665.1490 (o)Contact: Christopher Patrickcpatrick@nc.rr.com

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ELECTRIC MANHOLE

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EXISTING IRON PIPE

EXISTING IRON STAKE

EXISTING PARKER KALON NAIL

FIRE HYDRANT

GUY WIRE

INDEX CONTOUR

INTERMEDIATE CONTOUR

LIGHT POLE

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SIGN

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TREE

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UTILITY POLE

WATER MANHOLE

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HANDICAP PARKING

IRRIGATION CONTROL VALVE

ICV

TELEPHONE PHONE VAULTT

IRON PIPE SET

PARKER KALON NAIL SET

IPS

PKS

Surveyor:Larry King & Associates, RLS, PA1333 Morganton Road #201Fayetteville, NC 28305Phone: 910-483-4300Contact: Jeffrey Nobles, PEEmail: jnobles@lkanda.com

XX

XXX

XX

PROPOSED RETAIL7,200 SF1 STORY

FFE: 302.00'3 PROPOSED RETAIL

TENANTS 3,900 SF TOTAL1 STORY

FFE: 305.50'

PROPOSEDDUNKIN DONUTS

1,900 SF1 STORY

FFE: 305.50'

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1 800 632 4949

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20' 40'

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0

9 PARKS @ 9'6 PARKS @ 9'10 PARKS @ 9'

7 PARKS @ 9' W/ 2 VANACCESS. PARKS AT 8'

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DUMPSTERENCLOSUREAND PAD

DUMPSTERENCLOSUREAND PAD

3' PARKINGSETBACK

6' BUILDINGSETBACK

10' PARKINGSETBACK

10' PARKINGSETBACK

100'BUILD-TO

LINE

DRIVE-THRUMENU BOARDAND CANOPY

DRIVE-THRUSIGNAGE(POWERED)

FENCE

DIRECTIONALDRIVE-THRUSIGNAGE(POWERED)

DO NOTENTER

SIGNAGE

SITE NOTES:1. ALL SIGNS SHOULD USE PRISMATIC SHEETING THAT MEETS MINIMUM

RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.

2. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CITY OF RALEIGH,NCDOT, AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS.

3. ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL JOINT.MILL 1.5 FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL LAP JOINTFOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD OF TIMEGREATER THAN 48 HOURS BEFORE A STREET IS TO BE PAVED/RESURFACED.

4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY PERMITSAND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.

5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OFCONSTRUCTION.

6. DUMPSTER PAD GATE ENCLOSURE SHALL BE SOLID AND COLORED TO MATCH THEBUILDING.

7. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELDVERIFIED.

8. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF BUILDING, ORPROPERTY LINE UNLESS SHOWN OTHERWISE.

9. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS.

10. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALLBE WHITE.

11. MAX. SIDEWALK CROSS-SLOPE IS 2%.

12. ALL SIGNAGE SHALL COMPLY WITH CITY OF RALEIGH ORDINANCE, LATEST EDITION.

13. CONTRACTOR SHALL REPAIR ENTIRE ASPHALT CRACKS, SEAL COAT, AND RE-STRIPEEXISTING PARKING SPACES.

14. ALL EXTERIOIR SIGNAGE WILL BE PERMITTED SEPARATE OF THE SITE PLAN.

MINIMUM BUILDING SETBACK LINE

HANDICAP PARK

WHEELCHAIR RAMP

CONC. CURB & GUTTER

SITE LEGEND

WCR

WHEELSTOP

DRIVE AISLE, HEAVY-DUTYPAVEMENT

SPILL LIP

SIGNAGE

TRAVEL DIRECTIONAL ARROWS

CONCRETE SIDEWALK

BUILDING

EXISTING CONTOUR

CONCRETE DUMPSTER PAD

5' CONC SW 5' CONC SW

22'

10'

4'8'

24'

18' PATIO15'

90'

20'

24'

20'

R12'R7'

R30'R10'

R10'

R5'R5'

R5'

R5'

R5'

R12'R5'

R5'R5'

R5'

R5'R5'

R7'R7'

R5'R5'R5'

R5' R5'

R5'

R5'

R5'

R12'

R12'

R5'

R47'

R30' 20'17'

R12'

24'

WHEELSTOP(TYP.)

WHEELSTOP(TYP.)

WCR

WCR

TIE TOEXIST. C&G

TIE TO EXIST.PVMT

TIE TOEXIST. C&G

TIE TOEXIST. C&G

TIE TO EXIST.PVMT

TIE TOEXIST. C&G

VAN ACC.SIGN(TYP.)

VAN ACC.SIGN

(TYP.)

(8) BICYCLE SPACES- 4 LONG TERM,4 SHORT TERM

H/D ASPHALTPAVEMENT

H.D.CONC.PVMT.

H.D.CONC.PVMT.

PROPERTYLINE

RETAININGWALL

H/D ASPHALTPAVEMENT

H/D ASPHALTPAVEMENT

18'

9'

18'

9'

18'

9'20'

18'

9'

8'8'

8' 9'

18'

8'8'

8' 9'

18'

XX

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PROPOSED RETAIL7,200 SF1 STORY

FFE: 302.00'3 PROPOSED RETAIL

TENANTS 3,900 SF TOTAL1 STORY

FFE: 305.50'

PROPOSEDDUNKIN DONUTS

1,900 SF1 STORY

FFE: 305.50'

58 LF 15" RCP @ 1.00% 85 LF 15" RCP @ 1.00%

28 LF 15" RCP @ 0.99%

31 LF 15" RCP @ 1.00%

158 LF 15" RCP @ 0.50%

90 LF 15" RCP @ 1.00%

CB#1RIM ELEV: 299.36INV. IN: 293.99INV. OUT: 293.89

CB#2RIM ELEV: 300.00INV. IN: 294.67INV. OUT: 294.57

CB#3RIM ELEV: 302.00INV. IN: 295.62INV. OUT: 295.52

CB#6RIM ELEV: 302.55INV. OUT: 292.93

CB#5RIM ELEV: 304.64INV. OUT: 297.41

CB#4RIM ELEV: 301.57

INV. IN: 296.51INV. OUT: 296.41

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UTILITY LEGEND:

EXISTING CONTOUR

FLARED END SECTION

WM

RPZ BACKFLOW PREVENTER

WATER METER

ELECTRIC SERVICETELEPHONE SERVICET

1. ALL UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY OR PUBLICEASEMENTS SHALL BE TO CITY OF RALEIGH STANDARDS ANDSPECIFICATIONS.

2. ALL WATER MAINS, SANITARY SEWER & RECLAIMED WATER MAINSSHALL BE PUBLIC UTILITIES.

3. CONTRACTOR SHALL CONTACT CITY OF RALEIGH PRIOR TO MAKINGCONNECTION TO ANY CITY OWNED INFRASTRUCTURE.

4. CONTRACTOR CANNOT TAP WATER MAINS WITHOUT AN APPROVEDWATER EXTENSION PERMIT ISSUED BY THE CITY OF RALEIGH.

5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASSPIPING, HYDRANTS, FDC POINTS, OR OTHER WATER-USINGAPPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN THEWATER METER AND ITS CITY-REQUIRED BACKFLOW PREVENTERS.

7. THE FOLLOWING BACKFLOW PREVENTION MODEL NUMBERS SHALLBE PROVIDED INDOORS AS NOTED:

- 2" DOMESTIC BACKFLOW=WILKINS MODEL 975XL8. ALL NON-METALLIC PIPING MUST BE INSTALLED WITH A TRACER WIRE

AND WARNING TAPE OR ELECTRIC MARKER SYSTEM BALLS PER CITYOF RALEIGH STANDARDS.

9. PRIVATE UTILITIES (POWER, TELEPHONE, NATURAL GAS, CABLE TV)ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALLCOORDINATE THE INSTALLATION OF THOSE UTILITIES WHENINSTALLING PUBLIC UTILITIES.

10. ELECTRICAL TRANSFORMERS WILL NOT BE PERMITTED TO BELOCATED WITHIN REQUIRED BUFFERS OR STREETSCAPES.

GENERAL NOTES:

EW

COR STANDARD UTILITY NOTES (AS APPLICABLE):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:

a. A DISTANCE OF 100 FEET SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND ANY PRIVATE ORPUBLIC WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OFDRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARYSEWER PIPE SHALL BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THEMINIMUM SEPARATION SHALL NOT BE LESS THAN 25 FEET FROM A PRIVATE WELL OR 50 FEET FROM APUBLIC WELL.

b. WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIESSHALL BE 10 FEET. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THEVARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATERMAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER AND MUST BE APPROVED BY THE PUBLICUTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDEDIAMETER.

c. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSESOVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10 FEET ON EACH SIDE OFCROSSING MUST BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS.

d. 5 FEET MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER AND STORMSEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.

e. MAINTAIN 18 INCH MIN. VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN CROSSINGS;MAINTAIN 24 INCH MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAINCROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND ACONCRETE CRADLE HAVING 6 INCHES MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)

f. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18 INCH MIN.VERTICAL SEPARATION REQUIRED.

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

4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES ANDBUSINESSES THROUGHOUT CONSTRUCTION OF THE PROJECT. ANY NECESSARY SERVICE INTERRUPTIONSSHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIESDEPARTMENT.

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

6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER SERVICESNOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGHPUBLIC UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN AND REMOVAL OF SERVICEFROM ROW OR EASEMENT PER CORPUD HANDBOOK PROCEDURE.

7. PICK UP 2" DOMESTIC WATER LINE AT THE POINT WHERE THE LINE INTERSECTS THE BUILDING. EXACTLOCATION TO BE FIELD VERIFIED. NOTE: IT IS THE APPLICANTS RESPONSIBILITY TO PROPERLY SIZE THEWATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND PRESSURE.

8. DOMESTIC BACKFLOW PREVENTER WILL BE LOCATED INDOORS.9. INSTALL 4 INCH PVC* SEWER SERVICES AT 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR

EASEMENT LINE AND SPACED EVERY 75 LINEAR FEET MAXIMUM.10. 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 1.0FEET ABOVE THE NEXT UPSTREAM MANHOLE.

11. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE,AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND, AND/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIORTO CONSTRUCTION.

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

13. GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS AND INSTALLATION SPECIFICATIONSSHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDINGPERMIT. CONTACT TIM BEASLEY AT (919) 250-7825 OR TIMOTHY.BEASLEY@RALEIGHNC.GOV FOR MOREINFORMATION.

14. CROSS-CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTHHAZARD INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTHCAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICANSOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERNCALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODICTESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS OR THE LOCALCROSS CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HELVEY AT(919) 212-5923 OR JOANIE.HARTLEY@RALEIGHNC.GOV FOR MORE INFORMATION.

1" GATEVALVE

2" x 1"REDUCER

2" PVC WATER LINE(PRIVATE)

2" WATER METER 2" GATEVALVE

2" PVCWATER LINE

(PRIVATE)

146 LF (PRIVATE)4" PVCSS @ 1.0%

20 LF(PRIVATE)

4" PVCSS @ 1.0%

6 LF(PRIVATE)

4" PVCSS @ 1.0%

12 LF(PRIVATE)

4" PVCSS @ 1.0%

7 LF (PRIVATE)4" PVC

SS @ 1.0%16 LF (PRIVATE)

4" PVC SS @ 1.0%

28 LF (PRIVATE)4" PVC

SS @ 1.0%

71 LF (PRIVATE)4" PVC

SS @ 1.0%

SS C/O

ELECTRICAL SERVICELINE

ELECTRICAL SERVICELINE

NATURAL GASG

2" DOMESTICBACKFLOW

PREVENTER

TIE TO EXISTINGGAS MAIN(COORDINATEWITH PSNC)

PROPOSED GASLINE TORESTAURANT

TIE 2" PVCWATER LINE(PRIVATE) TOEXISTING 2"BFP ANDMETER

1" GATEVALVE

1" DOMESTICSERVICELATERAL

1" GATEVALVE

1" DOMESTICSERVICELATERAL

1" GATEVALVE

1" DOMESTICSERVICELATERAL

TIE TOEXISTINGSSMH

TIE TOEXISTINGSSMH

SSCLEANOUT

NOT FOR CONSTRUCTION

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ONE-CALL CENTER

BEFORE YOU DIG

CALL TOLL FREE

1 800 632 4949

NORTH CAROLINA

20' 40'

SCALE IN FEET

10'20'SCALE: 1 IN = 20 FT

SCALE IN FEETHORIZONTAL

0

DUMPSTERENCLOSUREAND PAD

DUMPSTERENCLOSUREAND PAD

3' PARKINGSETBACK

6' BUILDINGSETBACK

DRIVE-THRUMENU BOARDAND CANOPY

DRIVE-THRUSIGNAGE(POWERED)

FENCE

DIRECTIONALDRIVE-THRUSIGNAGE(POWERED)

DO NOTENTER

SIGNAGE

10' MIN. STREET PROTECTIVE YARDTYPE C3

10' MIN. STREETPROTECTIVE YARD

TYPE C3

(4)PC

(7)ICB

(62)ICB

(1)QP

(1)QP

(3)UP

(2)PC(2)PC (2)PC

(17)CR(102)ICB

EXISTING SHADETREE; TYPICAL

EXISTING SHADETREE; TYPICAL

(1)PC

(1)PC

7.1.7.F.2 TREE COVERAGE

MINIMUM OF 1 SHADE TREE PER 2,000 SF OF VEHICULAR USE AREA

REQUIRED: 30,350 SF / 2,000SF = 16 SHADE TREES

PROVIDED: 16 SHADE TREES

7.2.4.B STREET PROTECTIVE YARD

TYPE C3: 10' WIDTH MINIMUM; 30 SHRUBS PER 100 LF

NEW BERN AVE: 338 LF

REQUIRED: 102 SHRUBS

PROVIDED: 102 EVERGREEN SHRUBS

WILDERS GROVE LN: 230 LF

REQUIRED: 69 SHRUBS

PROVIDED: 69 EVERGREEN SHRUBS

8.5.2 STREETSCAPE

SHADE TREES 40' O.C. OR UNDERSTORY TREES 20' O.C. (IF

OVERHEAD UTILITIES PRESENT)

NEW BERN AVE: 338 LF

REQUIRED: 17 UNDERSTORY TREES (OVERHEAD UTILITIES PRESENT)

PROVIDED: 17 UNDERSTORY TREES

WILDERS GROVE LN: 230 LF

REQUIRED: 6 SHADE TREES

PROVIDED: 6 SHADE TREES [4 EXISTING + 2 PROPOSED]

LANDSCAPE CALCULATIONS

SCALE:

1L-01

TREE PLANTING DETAIL - PRCR-03NTS

CITY OF RALEIGH STANDARD

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 PLANTING PITS.(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:TREES@RALEIGHNC.GOVWWW.RALEIGHNC.GOV

LANDSCAPE NOTES:1. NO PERMIT FOR THE CONSTRUCTION, RECONSTRUCTION, EXTENSION, REPAIR OR ALTERATION

OF ANY BUILDING, STRUCTURE OR USE OF LAND AND NO BUILDING OR LAND OR ANY PART OFANY BUILDING OR LAND, MAY BE OCCUPIED OR USED UNTIL LANDSCAPING HAD BEEN PROVIDEDIN ACCORDANCE WITH THE REQUIREMENTS OF THIS UDO.

2. LANDSCAPING SHALL NOT OBSTRUCT THE VIEWS OF MOTORISTS USING ANY STREET,DRIVEWAY, PARKING AISLES OR THE APPROACH TO ANY STREET INTERSECTION. ALLLANDSCAPING INSTALLATIONS MUST COMPLY WITH THE SIGHT TRIANGLE REQUIREMENTS OFTHE RALEIGH STREET DESIGN MANUAL. THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLYOBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLES BETWEEN THEHEIGHTS OF 24 INCHES AND EIGHT FEET ABOVE THE CURB LINE ELEVATION OR THE NEARESTTRAVELED WAY IF NO CURBING EXISTS. (STREET DESIGN MANUAL 6.12.3).

3. PRIOR TO CONSTRUCTION TREE PROTECTION FENCING MUST BE INSTALLED AROUND ALLAREAS NOTED AS TREE CONSERVATION AREAS.

4. TREES & SHRUBS CANNOT BE PLANTED WITHIN THE CRITICAL ROOT ZONE OF AN EXISTINGTREE. TREES MUST BE PLANTED AT LEAST 15 FEET FROM ANY OTHER TREE AND NO FURTHERTHAN 50 FEET FROM ANY OTHER TREE, MEASURED FROM TREE TRUNK TO TREE TRUNK.

5. NO REQUIRED LANDSCAPING OR SCREENING SHALL BE PLANTED INSIDE UTILITY AND DRAINAGEEASEMENTS, EXCLUDING OVERHEAD EASEMENTS, WITHOUT THE CONSENT OF THE CITY ANDTHE EASEMENT HOLDER.

6. THE OWNER OR TENANT IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED LANDSCAPING INGOOD HEALTH. ANY DEAD, UNHEALTHY OR MISSING LANDSCAPING MUST BE REPLACED WITHLANDSCAPING THAT CONFORMS TO THIS UDO WITHIN 30 DAYS (OR WITHIN 180 DAYS WHEREWEATHER CONCERNS WOULD JEOPARDIZE THE HEALTH OF PLANT MATERIALS). IN THE EVENTTHAT REQUIRED LANDSCAPE IS SEVERELY DAMAGED DUE TO AN UNUSUAL WEATHEROCCURRENCE OR OTHER ACT OF NATURE, THE OWNER OR TENANT MAY HAVE 2 YEARS TOREPLACE THE REQUIRED LANDSCAPE.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH STANDARDS & SPECIFICATIONS

LANDSCAPE LEGEND

(QP) PIN OAK

EXISTING SHADE TREE

(PC) CHINESE PISTACHE

(UP) LACEBARK ELM

(CR) CHINESE FRINGETREE

(ICB) DWARF BURFORD HOLLY

DUNKIN'DRIVETHRU

A-3.01

17016 A-301.dwg CDP

BUILDING ELEVATIONS

REAR ELEVATION

SCALE: 1/8" = 1'-0"

D3 RIGHT ELEVATION

SCALE: 1/8" = 1'-0"

D1

LEFT ELEVATION

SCALE: 1/8" = 1'-0"

B1 FRONT ELEVATION

SCALE: 1/8" = 1'-0"

B3