SW5120201_Site Plan_20120126

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r
FLEXIBLE DELINEATORS r r
PER NCDOT STD. 1267,01.00 plrj Mf _
r *-1 r MATCH EXISTING
STORMWATER 0" NCDOT PAVEMENT SEcnl5N 1.0- PAVEMENT
MANAGEMENT Mj>� � IN RIIGI-OF-WAY
ACCESS EASEMENT 0 r • r r
SIGHT TRIANGLE r ,�
17 O 2'-6' CURB & GUTTER
r PER NCDOT STANDARDS.
\ O ��/ • • 'Pip• TYP EACH SIDE
16 \ ♦;
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0 6G SOW*
/ SIGHT TRIANGLE
f STORMWATER r' ! 21 MANAGEMENT � � O\Y � � �' 14
O p EASEMENT
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15
p ! / STORIMTER ! �
;: MAI�ACEMENr ! �
STORMWATER aRFA ! 6 �
FXISiIMG TRAFfII; slc MANAGEMENT !
p ! EASEMENT ! ! 11 13
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\ 16
\ 21
I O'x70'
SIGHT TRIANGLE
NCDOT PAVEMENT SECTION
1N RIGHT -OF -'WAY
20' STORMWATER
MANAGEMENT
ACCESS EASEMENT
1
1
17
3
Ib�
12
RIGHT-IN/RIGHT-OUT
DRIVEWAY
---- 10' CURB TRANSITION
TYP EACH SIDE
♦
Q
13
ME
13
PROVIDE FOR
FUTURE CROSS -ACCESS
HASH COUNTY
s ABC BOARD
09 1735, PG 674
♦ �/ P/N.• 29,60-19-52 4293
ZONING.- R9
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6 \
3 \
TRANSFORMER PAD
SITE
VICINITY MAP
NOT TO SCALE
STRIPING LEGEND
�'� SHOULD BE Df AND
YELLOW g1R8116
�iEIAL SURFACES FHA OF HIE110Y RUST
AND BOLLANDS -
2 WAZ SHERN'N WILLIAMS - K M 4000
PRIM LOT
AM= ALM DIAMEL SAFETY
YELLON 955YMD
SURFACES STOLID BE CLEAN, DRY.
Srww
TOP OQAT SHEIM WLLIMIS - PRO
_
ROW LOT
WAR 1wm TAW m PANT YLILOW
SURFACES SHOULD HE L:LEAN, W.
1ANOICAP
TOP COAT SHERM WILLW S - PRD
STYM
MAIM EMIT 1W.C.'
PA &
BLUET1IAPFTC
\ 1�1 IV CURB TRANSITION ti� � . \ \ ,♦
TYP EACH SIDE
12
' \ \
` ROOF LEADER AT •;:F : \ \ /
PER NCDOT STANDARDS 1 ,��• TO DEN THIS SHEET . - • 0. . /%% ,
1 ..- �• \ '
TYP EACH SIDE-011
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a , 1 ' 1 d •. re . :s-•�� C rya.
\ O 1 2
10 x70>
SIGHT TRIANGLE C M 36' a4K 1 20 100
/
ROOF LEADER AT .� 1 TOG40 /
GRADING PLAN 19 / P�� ,/
or-
Q , 48- a4K /00
� 1 i•.
MAXIMUM
� I
SLOPE YELLOW \ , , ♦ 1 �p I If
STRIPING ` \ , CPR
1 / f /
1 DELIVERY DOOR ACCESS 1% -\ / to I 1
N.T.S. � , `, ` � / � I I
4 x 6 GUTTER—',
6" SIDEWALK
CURB (TYP)
MATCH EXISTING `
PAVEMENT
a �
2'-60 CURB & GUTTER
STEEL PLATE
N.TS.
1 40
3' RAN_ � , % \/
6' 12' w J f ,� \ , // PAN
COMPACTED SUBGRADE
*NOTE. 1. ALL CONCRETE TO BE 3,600 PSI IN 28 DAYS.
3 CONCRm FELINE
AREA FOR PACKAGED UNITS. REFER TO
MECHANICAL DRAWINGS FOR ADDITIONAL
INFORMATION. THE HVAC FAD LS TO BE
CONSTRUCTED OP 5' 3,ODO PSI
CONCRETE ON A r COMPACTED AGGREGATE
BASE ON COMPATED SUB GRADE. SLAB TO
HAVE REINFORCING AS RECOMMENDED BY
THE GEOTECHNICAL CONSULTANT.
goN�
C00 R gE RIB
NPSN 130' P
KEY NOTES:
O CONCRETE MONOLITHIC CURB/SIDEWALK -- SEE DETAIL SHEET C-7
CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
OASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
0 STANDARD DUTY PAVEMENT
C HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
\ 7 / HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
�5 BOLLARD - SEE DETAIL SHEET C--8
6� CONCRETE LIGHT POLE BASE
V CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
6'-0' LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK. (NOT USED)
10 PYLON SIGN (UNDER SEPARATE PERMIT)
11 4' WIDE PARKING STRIPE PAINTED YELLOW (YP)
12 4' WIDE PARKING DIAGONAL STRIPES PAINTED YELLOW
C�13 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.DA REQUIREMENTS)
ANY RAMPS LESS THAN 1;20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SEE DETAIL SHEET C-7.
14 NEW GRASS/LANDSCAPE AREA
15 CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C-8
16 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
18 NEW CURB CUT, MATCH EXISTING EOP & APPROACH PER LOCAL CODES & SPECS.
(NOT USED)
19 HVAC SCREEN FENCE - REFER TO DETAIL ON SHEET C-7
20 DELIVERY DOUR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL THIS SHEET
PROPOSED PARKING COUNT
GENERAL NOTES:
1. 1HE CONTRACTOR SILL L7A M ALL MUSSARf 6 MCUES, SIGILS, FEi1= FLASHING UGHTS, FLVAK E11C. FM WMITF]OM AND
PPME17M OF TRAFFIC AS I11:O M BY WM COUNTY AND TIE: NORTH COMMA DEFMRFMENT OF TRANSPORTATION. RM TO THE MNRYII.
ON UNIFORM TRAFFIC CONTROL 0EVM (ARM). LATEST EDITION, FOR DETAILS OF 1H*W CONTROL SMOARCO AND DEW1iO3.
2. IRE CONTUCTOR SHALL PR m ALL MONULEATS. am PIS, AND PROPERTY COMM TA m CONSTRUCTION.
i APPROVAL OF TH N PLANS IS NOT AN AIIIHNIZA11011 TO MADE ADJACENT PROPERTIF4. *0 HELD MUM MWMIT OFF -SITE MAM,
PF1mmm MUST LE OBTAMVED FROM m AFFECTED PROPERTY ONAIER4.
4 CDDIMNAIE ALL CURB MID STREET GRADES N NIQSECT*NS OR I>SPECTOR.
5, NON-STNmAFO ITEMS (LE PAVERS, WAVION SYSTEMS, LTC,) N TTE RMNFT-DF-W RTDIiMM A Wff-OF-M EaIptO0IMEFT AMBIENT
WITH THE NORTH CARDLIIA DWAiCiMEtiT OF IRVISPORTiATION BEFORE INSTALLATION.
& ALL SITE DIMENSIONS ARE REFUIE10ED TO TEE FACE OF CURBS OR EDGE OF PAVILG UNLESS OT EINWISE NIM ALL MUM MODEM
ARE REFIRDICED M THE OUI5IDE FACE OF THE STRUCTURE
7. 1J ISM SITE ODHDROIIS, TRlADES. OOI MUiSr VIM AND OTTER OEM FFATUIks FROM A SUIIXY PREPARED BY IEWCONB LAND
SURVEYORS.
8 ALL WORK SWILL BE PFBFDRIED N ACCODANCE WITH TIE LATEST EDITION OF 1HE NOW CAROLNL DEPAnAENT OF 1RIVSPORDATION
STANI W DETA15 MID WU007 S FOR ROAD AND W&W CONSHRUCTION' AND APPLICABLE MASHI COUNTY OODES AND 011DMWICES, THE
OW M{OR SHALL MVNTAIN A a1R Off EDRON OF THE STATE AND LACAL COOLS, ORDI INVCFS, STRUM SPECFIGATON AND STAMPM
MM OIL THE PROJECT SITE FOR REFE11DOM DIEiUF6 C0N51$UCNON OF TIE PNCJECT.
9. THE CONTRACTOR SHAH. VERIFY ALL MODEM N TIE FIELD PROR TO 1HE START OF 0OIJ5TR11CTON. THE CONTRACTOR SLAT! BE
pFSPONSIBIE FOR ALL FIELD MEM AND SHALL REPORT ANY D19MiWO L1 WEDI THE RAMS AND CURL FIELD MUM THE
UWN R OR OMM&S REPftESEIV M NMEDNTELY. WNTRMTOR SHALL WONT FOR IMPKICTION PRIOR 10 FROCE M WITH MLIIIL.
10. THE CONTRACTOR SMALL PRMU SMOOTH ILIA SIiIONS FROM PROPDSEI) FEATURES 10 ETOW FF/DURF;S AS NEMSSARY.
11. THE O NNWCTDR SHALL SEAL THE EDGE OF DOSING ASPINOLT PNNEMENT WITH LACK FONT N W)ORANCF WM THE MONTH CAROM
091IRTWIM OF TN &PORFATON SO%NVW SPFC7FICA1OR5 *M NEW MGM JOINS EXISTING PMEYEMT.
12. THE CONTRACTOR SHALL FIPAK WMA17- RECONSTRUCT OR RLRM 1SH AMY AREAS DAMAGED DI IM OONISIRUGHDN Bf 1HE CONTRACTOR,
HIS SUBOON1RWIM OR SUPPIVIS AT NO ADDITIONAL. COST TO THIE OWNER.
I& ALL PNEMENNT JONTS SHALL BE SAW-.F21T PRIOR TO PNIAG TO P1KMDE A iRITI1BI.E MD UMIFOI 11 JW,
It CONIMCM SWILL FIEFEII TO ARCEITECTURAL PLANS FOR DNACT LOCATIONS AND DMENSIOIS OF 7M DDO;I(S, EXIT DOORS, SOEWALM
PWISE MUM DIMISONS, AND DALT MUM UTILITY ENTRANCE LOCATIONS,
I& ALL PANT STRIPING, P010138IT MARKINGS, AND SO4VE SHALL CONEOHDN TD TIE `MNUAL ON U F= TRAFFIC CONIRIU. DEVICES' OR AS
OTHETarrse SPECIFIED . ALL REFFJfFICED SIGN SUND M ARE TOM FROM THE 'WVEAL ON UNFDI N TRAM CONTROL OFIICES'. ALL
WN SIGNS 94ALL DE 1MWO ON LMLNIIIZED POSTS ND IN ACWROYALE WITH $TALTE AID LOTXAL. WGLLAIONS.
IL CORMCM SHAVE NSTUL A=MZ RMwS PER LOCH. MUKIPALRY AID AAA 57MDWDS AT ALL DIME AND BUUDN6 WMION5 AS
REIMM
V. THE CONTRAC40R IS RF.SPONSIIE FOR THE LOCAMN ND PROTECTION OF ALL DOM UTILM DUMD CONSTRUCIlpN. 9 LEAST 48
HOOPS PINDR M ANY OBOUTOL GRADING, OR 016MUM ACFIVLTY 1HE CONTRACTOR SILL NOTIFY THE NAvSH MUM PUBLIC UIILITMS
OUINIM ENIS FOR PROiR BQFiFICATON or E7051NG UILTTES OHM THE PROJECT SITE.
I& PROOF ROLL. BUMOING AND ALL PAFMW AILED. NOTIFY OINFR/DOLLAR COOK OF ANY UNA0GWIMLE NOS,
19 THE CORMCM $FALL P0K 115-8111.T' MM Of ALL CONSMV10N 001M UNDMIMUND UIIJTES AND STORM DRAINAGE) TO
OMIER/OOLLAR (EfM PRIOR TO COMPLETION OF COMMIXITON
TRAFFIC CONTROL NOTES:
THE DKTW OFFICE OF THE WO CAPAW DUMMENIF OF TRANSPORMON 0010T) MUST IIE WORM AT LEAST 24 HOURS PRIOR TD
TRMM MUST W MAINTAINED AT AOL T10 AND TRAFFIC MIROL MUST COMPLY WITH THE MARK OF U IFORM TRAFFIC ooNM DEICES
(MUM) AND WITH THE MMIF EDITION OF THE NCDOT STANDVD5 AND SPElMIIONS.
ALL LANES OF 1RAiM ARE 10 BE OPEN DURING 1HE FIOULS OF NO AM TO 90 AM MO FROM 40 PM TO &00 PM. A MMMMIM OF ONE
124M WE SHALL BE WIA WD AT ALL 11ES
ALL WADWAY SIGNS 0" AIM'10 BE REMOVED WKIW COMM" ABE 1O BE fENISTAILED AS SOON AS POSSUE.
DLIM NON -WORM WA EgUPLEHF ISM BE PAD AS CLlR 10 W WIT OF WAY LIE AS POSSIBLE MD BE PiDPMY BWtRI M N
ORDER TO PREVENT ANY mpLE)FT OBSHRIIC" WORN THE TRA a WE
ALL CONK IMIMS DOING WORK I" STATE RIGHT OF WAY ARE 10 HWE A COPY OF 1H ESE PLANS ON THE JOB SITE.
*0 PEFISO UNM AND/01? EpAPMF1IT ARE WIITl1 5' OF AN OPEN WAR LANE, THE CONWC OR SHALL MOSE THE OPEN 7Aa LANE ADJACENT
TO THE WORK AIRFA USING APPROPlI TE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK N THAT AM 15 PR01EM DY BARKER OR
THE CONTRACFOR SHALL MY WORE( SIMULTANEOUSLY ON BOTH STIES OF AN OPEN TfVA%a WAY WITHIN THE SALE LOCATHDN ON A TOO -LANE.
TOD-MAZY RVA
THE Wx N LENGTH OF A LANE CLDRW ON THE PiNO M SHALL BE ONE MILE, MFASINED FROM TIIE 8E011114MMAG OF THE MERGE TAPER TO THE
END OF THE LAZE CLOSUIIE.
THE CONTRACTOR SHALL BMCIffu a &1 SLOPE UP TO 11E EDGE AND LZE1d1TI0N OF E1I6 W PROW N ATLAS A U CERF TD AN OPENED
TR6R TAME TWIT HAS A DROP-OFF OF MORE TWIN r
WHDI 9MXFXL IS FIVURFD, IT S40ALL BE AT NO DIPF?L5E TO TIE OWNER.
THE WNW DFFU84CE N klE1NWON BEIWED1 OPEN LANES OF 1TAFFKC SHALL. BE 2.
WHEN LAIC QMM ANf MOT N EFFECT, QW081 Ml6 DEVICES N WOW A%AS SHALL BE SPAM LLD GWAIER THAN TWICE 1HE POSTED SPEED
LJMR, i7Wq 1W ON-CFIFIER N 11001, AND SHALL BE SET T OFF THE EDGE OF AN OPEN TNEIVELWhAY.
DIITING INSTALLATION. PROPER TRVFO WNW DELUGES. SILTS. TLC. BE INSKLED TO 80K PLIM SAFETY N ACCORDANCE WITH THE W11 H
CAROHIWA OEPMWENT OF iRAIE ORGTON S STAN DQW AND IOIOMkNS
ALL DERW4 D AREAS ARE TD BE ALLY RESIDIIED TO NMOT MNNNIM ROADWAY SMODARM
149EIMALS AND WORKW2 P SHALL WNEOIAI 10 1HE MW ROADWAY SIVDARD6 AND SPECFICAIM (LATEST EDBI011).
GRAPHIC SCALE
20 0 10 20 40 80
1 INCH = 20 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder@trianglesitede*p.com
NC UCH P-0619
SEAL:
�CARO
V' SSS
EAL •
24434
1-26-12
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OWM/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAINING BY: MEL
DATE: 1/26/12
JOB NUMBER: 004034
SITE PLAN
SHEET NUMBER:
C-3
C0l11[BNTS:
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