raleigh architecture sr-12-2018 · 2019. 8. 12. · raleigh architecture (919) 631-2955 ... to be...

W SOUTH ST

W LENOIR ST

WESTERN BLVD

S SAU

NDER

S ST

DOROTHEA DR

S WES

T ST

S BOYLAN AVE

FLOR

ENCE

ST

UMSTEAD DR

FOW

LE ST

EFFIE WAY

GATEWAY PARK DR

JAMAICA DR

S HAR

RING

TON

ST

WESTERN BLVD TO S DAWSON RAMP SB

LAKE WHEELER RD

ROSENGARTEN ALY

FLOR

ENCE

ST

WESTERN BLVD

Zoning:CAC:

Drainage Basin:Acreage:

Sq. Ft.:

NX-3-ULCentralRocky Branch0.183,235

0 600300 Feet

Planner:Phone:

Applicant:Phone:

Michael Walters(919) 996-2636Raleigh Architecture(919) 631-2955

¯RALEIGH ARCHITECTURESR-12-2018

SR-12-18, Raleigh Architecture Co. Office 1

City of Raleigh Development Services Department

One Exchange Plaza Raleigh, NC 27602

(919) 996-2495 [email protected]

www.raleighnc.gov

Administrative Approval Action

AA # 3785 / SR-12-18, Raleigh Architecture Co. Office Transaction# 545095

LOCATION: This site is located on the west side of South Saunders Street, south of W. South Street, at 716 South Saunders Street.

REQUEST: Development of a 0.18 tract zoned NX-3-UL which includes a change of use

from vehicle repair to office use inside of an existing 3,235 square foot building. DESIGN ADJUSTMENT(S)/ ALTERNATES, ETC: N/A

FINDINGS: City Administration finds that this request, with the below conditions of approval

being met, conforms to the Unified Development Ordinance. This approval is based on a preliminary plan submitted by The Site Group, PLLC.

CONDITIONS OF APPROVAL and NEXT STEPS:

Note: This document must be applied to the second sheet of all future submittals with

the exception of final plats.

PRIOR TO THE ISSUANCE OF ANY SITE PERMITS OR APPROVAL OF CONCURRENT REVIEW PROCESS, WHICHEVER IS APPLICABLE:

ENGINEERING

1. Next Step: A right-of-way obstruction permit must be obtained from Right-of-way Services prior to the commencement of any construction activities within the right-of-way.

URBAN FORESTRY

2. Obtain required tree impact permits from the City of Raleigh.

3. Next Step: Prior to the issuance of a mass grading permit or other site permit, whichever comes first, submit a final tree conservation plan with a permit approved by Urban Forestry staff that includes metes and bounds descriptions of all tree conservation areas and tree protection fencing as required.

PRIOR TO ISSUANCE OF BUILDING PERMITS:

GENERAL

4. A Final Plat shall be recorded with the Wake County Register of Deeds office for all Subdivisions, Recombinations, Right of Way and/or Easement Dedications, and/or Tree Save Areas.

5. Provide fire flow analysis.

ENGINEERING

6. A sidewalk deed of easement for any public sidewalk on Private Property shall be approved by the City and the location of the easement shall be shown on the map approved for recordation. The deed of easement shall be recorded at Wake County Register of Deeds within one (1) day of recordation of the recorded plat. A recorded copy of these documents must be provided to the Development Services Department.

SR-12-18, Raleigh Architecture Co. Office 2

City of Raleigh Development Services Department

One Exchange Plaza Raleigh, NC 27602

(919) 996-2495 [email protected]

www.raleighnc.gov

Administrative Approval Action

AA # 3785 / SR-12-18, Raleigh Architecture Co. Office Transaction# 545095

7. A surety based on 125% of construction costs for City-maintained S. Saunders Street is to be

provided for incomplete public improvements.

PUBLIC UTILITIES

8. A Final Plat must be recorded at the Wake County Register of Deeds office for all necessary Subdivisions/Recombinations, Right-of-Way, Utility/Stormwater Easement Dedications and/or Tree Save Areas.

STORMWATER

9. These lots are exempt per UDO Section 9.2.2.A.3 - The proposed impervious exceeds 65% limit for zoning. However, there is an overall decrease in impervious.

URBAN FORESTRY

10. A final inspection of required right of way tree protection areas by Urban Forestry staff must be completed.

11. A tree impact permit must be obtained for the approved streetscape tree installation in the right of

way. Prior to issuance of building occupancy permit: 1. All Water, Sanitary Sewer and Reuse facilities shall be installed, inspected, tested and accepted by

the City of Raleigh Public Utilities Department for operations and maintenance. 2. Next Step: Required public right-of-way infrastructure improvements shall be, at a minimum,

sufficiently completed to provide the necessary, safe emergency and vehicular access. 3. Next Step: Required underground storm drainage improvements shall be completed and as-built

plan(s) and certification(s) reviewed and accepted by the City of Raleigh Development Services – Development Engineering program.

4. Next Step: All street lights and street signs required as part of the development approval are installed. 5. Next Step: Copies of certified inspection reports for alleys and internal access ways are submitted to

the City of Raleigh Development Services – Development Engineering program.

6. Next Step: As-built drawings and associated forms for all Stormwater devices and/or any required as

built impervious surveys are accepted by the Engineering Services Department 7. Next Step: Final inspection of all required Tree Conservation and right of way tree protection areas by

Urban Forestry Staff.

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SITE001

SITE PLANSRaleigh, North Carolina

716 S. SAUNDERS STREETRALEIGH ARCHITECTURE CO. OFFICE

SITE 001 COVER SHEET

SITE 100 EXISTING CONDITIONS & DEMO PLAN

SITE 200 SITE LAYOUT PLAN

SITE 300 GRADING & EROSION CONTROL PLAN

SITE 301 NPDES PLAN

SITE 400 UTILITY PLAN

SITE 500 LIGHTING & LANDSCAPE PLAN

SITE 600 SITE DETAILS

SITE 601 SITE DETAILS

A206 ARCHITECTURAL FLOOR PLAN

A300 EXTERIOR ELEVATIONS

DRAWINGS INDEX:

H:\The SITE Group\Projects\RASSO\DWG\RASSO_Sitebase.dwg, 2/15/2018 11:05:35 AM, Justin Jones

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SITE601ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.

3" CLR.

12"

24"

6'-6

"M

AX.

HEI

GH

T AB

OVE

GR

OU

ND

78" C.I.P SCREEN WALL DETAILN.T.S.

24"

1" CLR.

ROUNDEDCONCRETE ORPRECAST TOP CAP

PROVIDE 1" PVCWEEP HOLES FORDRAINAGE EVERY20 LF

FINISHED GRADE

#4 VERTICAL REBAR:2" CLEAR, TYP.(ABOVE GRADE) 3"CLEAR, TYP.(BELOW GRADES)24" O.C.

#4 HORIZONTALREBAR: 2" CLEAR,TYP. (ABOVEGRADE) 3" CLEAR,TYP. (BELOWGRADES) 18" O.C.CONTINUOUS

#4 @ 12" O.C.(BOTH WAYSTOP & BOT.)

3" CLR.

12"

24"

3' 5

-1/2

"M

AX.

HEI

GH

T AB

OVE

GR

OU

ND

41.5" C.I.P SCREEN WALL DETAILN.T.S.

24"

1" CLR.

ROUNDEDCONCRETE ORPRECAST TOP CAP

PROVIDE 1" PVCWEEP HOLES FORDRAINAGE EVERY20 LF

FINISHED GRADE

#4 VERTICAL REBAR:2" CLEAR, TYP.(ABOVE GRADE) 3"CLEAR, TYP.(BELOW GRADES)24" O.C.

#4 HORIZONTALREBAR: 2" CLEAR,TYP. (ABOVEGRADE) 3" CLEAR,TYP. (BELOWGRADES) 18" O.C.CONTINUOUS

#4 @ 12" O.C.(BOTH WAYSTOP & BOT.)

BOARD FORMEDPATTERN PERARCHITECT/CLIENT

BOARD FORMEDPATTERN PERARCHITECT/CLIENT

H:\The SITE Group\Projects\RASSO\DWG\RASSO-Details.dwg, 2/15/2018 10:17:38 AM, Sam Nye (local)

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SITE600

SEEDBED PREPARATION

SEEDING SCHEDULE

MAR 1. - JUN. 1

& MAR 1. - APR. 15

OR MAR. 1 - JUN. 30

JUN. 1 - SEP. 1

SEP. 1 - MAR. 1

NOV. 1 - MAR. 1

1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOILCONDITIONS, IF THEY OCCUR. AFTER ALL ROUGH GRADING IS COMPLETED, TILL SOIL AREASTO BE SEEDED AND PLANTED TO A DEPTH OF FIVE INCHES.

2. REMOVE ALL LOOSE ROCKS, ROOTS, DIRT CLODS, AND OTHER OBSTRUCTIONS LEAVINGGROUND SURFACE SMOOTH AND UNIFORM.

3. TO PREPARE UNIFORM SEEDBED, INCORPORATE AGRICULTURAL LIME FERTILIZER ANDSUPERPHOSPHATE INTO SOIL AREAS TO BE VEGETATED. DISK NUTRIENTS INTO SOIL UNTIL WELLPULVERIZED.

4. SEED ON PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT ORCULTIPACK. APPLY TEMPORARY SEEDING TO SOIL STOCKPILE AREAS THAT WILL BE DISTURBEDWITHIN 30 DAYS. APPLY PERMANENT SEEDING TO WHERE FINISH GRADES ARE ESTABLISHED.

5. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR WITH LIQUID ASPHALT AT 400GAL./ACRE OR EMULSIFIED ASPHALT AT 300 GAL./ACRE.

6. MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW AT 90 LBS./1000 SF AND SPREADUNIFORMLY. GROUND SURFACE SHOULD BE VISIBLE TO ALLOW SUNLIGHT PENETRATION.

7. MULCH AROUND SHRUBBERY AND TREES WITH SHREDDED HARDWOOD TO A DEPTH OF 3INCHES.

8. AFTER WORK IS COMPLETED AND AREAS ARE STABILIZED, CALL EROSION CONTROLOFFICER FOR SITE INSPECTION AND RECEIVE CERTIFICATE OF COMPLETION. REMOVE ALLTERMPORARY EROSION CONTROL MEASURES, INSTALL RIP-RAP, AND SEED AND MULCH ANYREMAINING BARE AREAS.

SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)

DATE

AUG. 15 - NOV. 1 TALL FESCUE

TYPE

300 LBS/ACRE

PLANTING RATE

NOV. 1 - MAR. 1

MAR 1. - APR. 15

JUL. 1 - AUG. 15

TALL FESCUE

ABRUZZI RYE

TALL FESCUE

TALL FESCUE AND

***BROWNTOP MILLET OR

SOUGHNUM-SUDAN HYBRID

SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)

PLANTING RATEDATE TYPE

SERICEA LESPEDESA

ADD TALL FESCUE

ADD WEEPING LOVEGRASS

***TALL FESCUE AND

***BROWNTOP MILLET OR

ERICEA LESEDESCA AND

ADD ABRUZZI RYE.

SOUGHNUM-SUDAN HYBRID

TALL FESCUE

300 LBS/ACRE

25 LBS/ACRE

300 LBS/ACRE

125 LBS/ACRE

35 LBS/ACRE

30 LBS/ACRE

50 LBS/ACRE

120 LBS/ACRE

10 LBS/ACRE

120 LBS/ACRE

25 LBS/ACRE

30 LBS/ACRE

70 LBS/ACRE

120 LBS/ACRE

25 LBS/ACRE

CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICES FOROTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVEVEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS.OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.

***TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIREDPERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROWN OVER12-INCHES IN HEIGHT BEFORE MOWING. OTHERWISE FESCUE MAY BE SHADED OUT.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH

CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.

SHEET 1 OF 2

24"

7" 12"

7"

6"

18" 6"

6" 3"

3"

CITY OF RALEIGHPUBLIC WORKS DEPARTMENT

REVISIONS DATE: 9/1/13

CURB AND GUTTER

NOT TO SCALE

1. 30" CURB & GUTTER

2. 30" VALLEY TYPE GUTTER

JOINT FILLER

1/8" RADIUS (TYP.)

1"

1/2"

6"

5"

1'-0

"

7"

1'

1:1

MEDIAN CURB AND GUTTERSIDE ELEVATION

1-3/4" R

2"7"

3"

12"

9"9"

1'-6"

NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSIONJOINTS OR AT ALL RIGID OBJECTS.

NOTES:

MACHINE POURS.

3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.4. LIQUID MEMBRANE CURING COMPOUND SHALL MEET

THE REQUIREMENTS OF SECTION 1026-2 OF NCDOTSTANDARDS & SPECIFICATIONS FOR ROADS ANDSTRUCTURES.

5. ALL CONSTRUCTION JOINTS SHALL BE FILLEDWITH JOINT FILLER AND SEALER IN ACCORDANCEWITH NCDOT ROADWAY STANDARD DETAIL 846.01THE JOINT MATERIAL SHALL CONFORM TO SECTION

ROADS AND STRUCTURES.

GUTTER SUPERELEVATION RATES.

1. 10' MAXIMUM BETWEEN DUMMY JOINTS.

1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR

FRONT ELEVATIONTRANSVERSE EXPANSION JOINT

NO VALLEY CURB SHALL BE USEDAT INTERSECTIONS, HYDRANTS, ETC.

2. 1/2" EXPANSION JOINT EVERY 50'.

T-10.26.16. REFER TO NCDOT DETAIL 846.01 FOR CURB AND

4"

4" COMPACTED A.B.C. UNDER STANDARDCURB & GUTTER (MIN)

24" 6"

3"3"

SPILL CURB DETAIL

5" 15' MAXIMUM BETWEEN DUMMY JOINTS ON

SLOPE=1/2"/ FT.

6"

6"

11"6.5"

4.5" SLOPE=1/2" / FT.

2/11/16

4:1

SLOPE=1/2" / FT.

TRAN

SVER

SE E

XPAN

SIO

N J

OIN

T

TYPI

CAL

SEC

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N

PLAN

VIE

W

CO

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O A

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SITY

OF

NO

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S TH

AN 9

5%

1/4"

/FT

SID

EWAL

K SU

RFA

CE

JOIN

T FI

LLER

PROPOSED SIDEWALK

RIGHT OF WAY LINE

4"

1/2"

PLANTING STRIP

UTILITY EASEMENT

6'6'

5'

2'


DATE: 9/1/13REVISIONS NOT TO SCALE

2'-6" CURB AND GUTTER

SAW CUTJOINTS @ 6'MAXIMUM

2'-6

" C

UR

BAN

D G

UTT

ER

GR

ASSE

DU

TILI

TY S

TRIP

1/4"

/FT

1/4"

/FT

PRO

POSE

D S

IDEW

ALK

(300

0 P.

S.I.)

R/W

NO

TES :

1. T

RAN

SVER

SE E

XPAN

SIO

N J

OIN

TS T

O B

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MAX

IMU

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F 50

FEE

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2. A

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CR

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TO B

E 30

00 P

SI A

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FIN

ISH

ED W

ITH

CU

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OM

POU

ND

.

3. A

6 IN

CH

DEP

TH IS

REQ

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ED A

T LO

CAT

ION

S O

F D

RIV

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CR

OSS

ING

S, A

T ST

REE

T IN

TER

SEC

TIO

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(ALO

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THE

LEN

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OF

RAD

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CU

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NS)

, AN

D IN

TH

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AND

ICAP

RAM

PS.

T-30.01

CONCRETE SIDEWALK


DATE: 9/1/13REVISIONS NOT TO SCALE

BIKE RACK DETAILS

35"

1.9"

24"

6"

STANDARD BIKE RACK

33-36"

IN-GROUND MOUNT SURFACE MOUNT

35"

B-20.03

BIKE RACK INSTALLATION:

SURFACE MOUNT - WHEN INSTALLED ONCONCRETE SURFACE, USE 3/8" ANCHORSTO PLATE MOUNT. SHIM AS NECESSARY TOENSURE VERTICAL PLACEMENT.

IN-GROUND MOUNT - WHEN INSTALLED ONPAVERS OR OTHER NON-STABLE SURFACES,EMBED INTO BASE. CORE HOLES NO LESSTHAN 3" IN DIAMETER AND 10" DEEP.

CITY OF RALEIGHPARKS, RECREATION AND CULTURAL RESOURCES DEPT

REVISIONS

TREE PROTECTION FENCE

NOT TO SCALE

PRCR-01

WARNING SIGN DETAIL

DO NOT ENTER

TREE PROTECTION AREA

NOTES:

1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OFTHE CRITICAL ROOT ZONE (CRZ) OF TREES. (CRZ DEFINED AS RADIUS x 1.25'(FT) PER INCH AT DBH FROM TRUNK OF TREE, SEE TREE PROTECTION FENCELAYOUT DETAIL)

2. IF CONSTRUCTION OCCURS WITHIN THE CRZ AT LEAST 12" OF MULCH AND/ORLOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TOREDUCE SOIL COMPACTION IN THIS ZONE.

3. THE TREE PROTECTION FENCING MUST NOT BE VIOLATED FOR THE ENTIREDURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRYSTAFF.

4. THERE WILL BE ZERO TOLERANCE FOR STORING OR PARKING VEHICLES,SUPPLIES, OR EQUIPMENT UNDER PROTECTED TREES.

5. IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION.6. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.

LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS SHOWN.7. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH

END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FORTREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESSTHAN ONE SIGN PER PROTECTION AREA.

8. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREEPROTECTION FENCE THROUGHOUT DURATION OF PROJECT.

9. A TREE IMPACT PERMIT IS REQUIRED.10. ADHERE TO STANDARDS IN THE CITY TREE MANUAL.

4"4"

4"

40"

3"3"

PROVIDE WARNINGLANGUAGE IN BOTHENGLISH AND SPANISH,AS SHOWN

PARA ARBOLES - NO ENTRE

ZONA DE PROTECCION

CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION ANDCULTURAL RESOURCES DEPARTMENTURBAN FORESTER:[email protected]

4"4"

4"3"

3"

STEEL POSTFRONT VIEW

SIDE VIEW

2'-0

"3'

-0"

26"

WOVEN WIRE FABRIC

VARIABLE AS DIRECTED BY THE ENGINEER8' MAX.

GRADE

MIN. 12-1/2 GA.INTERMEDIATEWIRES

MIN. 10 GA.LINE WIRES

ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)

WARNING SIGN

ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC(TYPICAL)

WARNING SIGN

PLASTIC ORWIRE TIES

18"

DATE: 9/1/13


REVISIONS DATE: 9/1/13 NOT TO SCALE

STEE

L PO

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FRO

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VIEW

SID

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2'-0"3'-0"

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LOPE

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40"

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NIN

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DO

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TER

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PR

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CTI

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AR

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3" 4" 3" 4"4"

18"

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IGN

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OP

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GA.

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PR

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FENCE DETAIL

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CLO

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4"

STEE

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REVISIONS

STANDARD SILTFENCE OUTLET

DATE: 1/11/2012 DRAWN BY: WDPWDP 10-9-2012

H:\The SITE Group\Projects\RASSO\DWG\RASSO-Details.dwg, 2/15/2018 10:15:35 AM, Sam Nye (local)

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DATE: 9/1/13REVISIONS

TREE PLANTING DETAIL

NOT TO SCALE

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 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.

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]

GREY IRON, RECTANGULAR 4'X6', 1.5" MIN. THICK, WITH 1/2"OPENING OR LESS

NOTES:

1. GRATE DESIGN MUST BE ADA COMPLIANT.2. GENERAL PATTERN DESIGN MUST BE AS SHOWN.3. EXCEPTIONS OR PERSONALIZATION MUST BE REVIEWED

AND APPROVED BY THE CITY OF RALEIGH.4. A TREE IMPACT PERMIT IS REQUIRED.5. ADHERE TO STANDARDS IN THE CITY TREE MANUAL.6. ELECTRIC OUTLETS AND OTHER UTILITIES ARE

PROHIBITED IN THE GRATE AREA.

CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION AND CULTURAL

RESOURCES DEPARTMENT URBANFORESTER:[email protected]

WWW.RALEIGHNC.GOV

30°

3/4"6 1/4"3/4"

3 1/2"1 3/4"

R9"

36"

48"

NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISHMATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35BFINISH: NO PAINTWEIGHT: 608#/SET

1"4 3/4"

1 1/4"7"

3/4"

3/4"1 1/2"1"

3 1/2"

18"

6 1/4"

(2) G

UARD

LUGS

PER

180°

SEC

TION

(2) B

OLT

LUGS

PER

180°

SEC

TION

ALL SLOTS ARE1

4" WIDE MAX.

72 1/4" FRAME73 3/8" FRAME

49 3/

8" F

RAME

48 1/

4" F

RAME

TO FRAME w/ (2) 3/8-16UNC X 1 STNLS STL. FLAT HD.

USING A 6" X 1 1/4" X 1/4" FRAMES ARE ASSEMBLED

THICK STEEL PLATE BOLTED

BOLTED PLATE (2) 3/8-16UNCTAPPED HOLES

ASSEMBLY DETAIL

2 1/8"

BOLT TREE GRATE HALVES TOGETHER w/(2) 1/2"-13 x 3" STNL. STL. HEX BOLTS,GALV. FLAT WASHERS AND STNL. STL. HEX NUT


REVISIONS

TREE GRATE INSIDEWALK WITHIN ROW

NOT TO SCALE

PRCR-06

CAP SCREWS

DATE: 9/1/13


DATE: 9/1/13REVISIONS

TREE PLANTING INSIDEWALK WITHIN R.O.W.

NOT TO SCALE

PRCR-07

SIDEWALK PAVING AND SUBBASE

PLANTING SOIL MIX AS SPECIFIED

COMPACTED OR UNDISTURBED SUBGRADE

30"±

PLAN

TING

SOI

L'

MULCH 3" DEEP MIN. AND 6" MIN. FROM THEBASE OF THE TREE

SECTION

4" DIA. PVC PIPE WRAPPED IN FILTERFABRIC AND CONNECTED TO STORMDRAINAGE SYSTEM

CONTACT INFORMATION:CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENTURBAN FORESTER: [email protected]

NOTE: SEE TREEPLANTING DETAIL

NOTES:

1. A SITE SPECIFIC PLAN MUST BE DEVELOPED TO ENSURE THAT:1.1. EACH TREE IS PROVIDED A MIN. ROOT-ACCESSIBLE SOIL VOLUME OF 600 CUBIC FEET OR A MINIMUM OF 6 ROOT PATHS.1.2. THE TREE ROOT AREA BENEATH THE SIDEWALK IS EXPANDED TO MAXIMIZE ROOT ACCESSIBLE SOIL SPACE UNDER

THE PAVEMENT.1.3. CONNECT SOIL SPACE FOR ROOT EXPANSION WHERE POSSIBLE TO ALLOW ROOT SYSTEMS OF TREES TO OVERLAP

AND COLONIZE A SHARED SOIL SPACE.1.4. ANY COMBINATION OF STRUCTURAL SOILS, SOIL CONTAINMENT SYSTEM (e.g., SILVA CELL), OR ROOT CHANNELING (e.g.,

SOIL STRIP DRAIN/AERATION SYSTEM) THAT PERFORMS AS SPECIFIED IS ACCEPTABLE.3. 40' X 6' WIDTH MINIMUM APPLIES TO BOTH STRUCTURAL SOILS AND SUBSURFACE SOIL CONTAINMENT SYSTEMS.4. SUBSURFACE APPLICATION SHALL BE REVIEWED AND APPROVED BY CITY OF RALEIGH PARKS, RECREATION AND CULTURAL

RESOURCES URBAN FORESTRY DIVISION PRIOR TO INSTALLATION.

STRUCTURAL SOIL SYSTEM SOIL CONTAINMENT SYSTEM ROOT CHANNELING/PATHWAYS

ROAD ROAD ROAD


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