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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: [email protected]
Owner/Developer:Southeastern Design & Construction, Inc.110 Missy Byrd Dr.Hope Mills, NC 28348Phone: 910-309-4230Contact: Warren BishopEmail: [email protected]
Landscape Architect:Southwell Design, PLLCPO Box 37178Raleigh, NC 27627919.272.6729 (o)Contact: Adam Southwelll, PLA, ASLA, LEED [email protected]
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: [email protected]
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, [email protected]
1" = 500'
VICINITY MAP
N
SITE
N NEW HOPE RD.
CORP
ORATIO
N PKW
Y.
WILDERS GROVE LN.
NEW BERN AVE.
LAKE WOODARD DR.
NATURAL GASPSNC ENERGY3516 SPRING FOREST RD.RALEIGH, NC 27616919-501-7668 (o)CONTACT: MATTHEW KOEHLEMAIL: [email protected]
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 [email protected]
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NOT FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
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EXISTING PARKER KALON NAIL
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GUY WIRE
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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: [email protected]
XX
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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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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
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'
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R5'
R5'
R12'R5'
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R5'R5'
R7'R7'
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R5' R5'
R5'
R5'
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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
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'
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
N
NOT FOR CONSTRUCTION
ONE-CALL CENTER
BEFORE YOU DIG
CALL TOLL FREE
1 800 632 4949
NORTH CAROLINA
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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 [email protected] 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 [email protected] 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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24 x
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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:[email protected]
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