20091346 Ver 1_Site Plan_20100119

24 X 36 DRAWINGS
1. New Hill Place Development Plan Phase 1
Drawings By John R. McAdams Co. 3 Sheets
M NT SITE NOTES:. NEW HILL PLACE PHASE 1 U1 ~
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC A 20' WIDE PUBLIC 1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS H UACENT TO EACH FOR THE OUTLOTS WILL $f DEVELOPED AT THE TIME OF THE DEVELOPMENT OF DEVELOPMENT PLAN SITE .DATA: ~ z z
` ~ UTILfY EASEMENT. INTTMAYCBEEAOVARIABLE WIDTNEE:ASEMEN~TJ SCUT NO LESS TF 1 ~ I ~ OTHER THE EASEME 'BUT NO LESS THAN THE INTEGRATED CENTER. WHEN USES FOR EACH OUTLOT ARE ESTABLISHED, W
1 ~ , ~ 10' FROM EACH UTILITY tJNE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE PUBLIC UTILITY METER AND FIRE DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN PIN: 0649454281, 0649443801, 0649445891, 0649444753, 0649445720, 0649445685, 1BLIC UTILITY CONSISTENT WITH THE REQUIREMENTS OF THE LIDO. WHERE REQUIREMENTS 0649446547, 064944$622, 0649355577, 0649356359, 0649358432, r ; ~ ~
- - _ _ ~ EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. TS. ARE VARIED, WAIVERS WILL BE SUBMITTED. PORTION OF 0649-56-3997, PORTION OF 0649-36-8215 ~ 4/
2. ALL PRIVATE STORM DRANAGE PIPE WITH THE EXCEPTION OF SERVICE LINES ' \ \ `~f BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. F SERVICE LINES TO AINAGE EASEMENT. 2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS SITE AREA: APPROXIMATELY 166.25 ACRES
\ e; o \ / ° J ~ $ ~ SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS. _ \ _ ~ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLfC RIGHT-OF-WAY INTO OF EASEMENTS. WHERE NECESSARY. ~ HT-OF-WAY INTO F-~ ¦ v
180' CP&L UTILITY \ ! ~ \ ~ ~ THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. r 3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN PHASE 1 AREA: APPROXIMATELY 73 ACRES U W NAGS EASEMENT. W
EASEMENT ? e _ ! PROVIDED CONSISTENT WITH THE TOWN Of HOLLY SPRINGS LIDO. WHERE RIVER BASIN: CAPE FEAR RIVER BASIN ~ ~ F ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY FROM THE LIDO, FUTURE LAND USE DESIGNATION: NEW HILL ROAD 55 BYPASS AND REGIONAL CENTER ?]y' O u
~ ? \ GENERAL NOTES: WAIVERS HAVE BEEN SUBMITTED. /
HOLLY SPRINGS DISPOSAL, INC r J \ \ 1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESI 1~ ~ A AND CONSTRUC110N STANDARDS. DB 4916 PG 537 ~ ? - )LLY SPRINGS DESIGN DESIGNATIONS • ~ O ~ 4. SIGNAGE kAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS ~ W Q CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. SIGNAGE DESIGN OVERLAY DISTPoCTS: GATEWAY CORRIDOR
TRACT 2 \ - 2. CONSTRUCTION DRAWING APPROVAL 15 REQUIRED PRIOR TO BEGINNING BEGINNING STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDfTIONAL STANDARDS ARE ~ ~ 1 EU OF ASSESSMENT BEING REQUESTED, WAIVERS HAVE BEEN SUBMITTED. ZONING DISTRICT: COMMERCIAL BUSINESS (CB) ~ ~ ~ ¦
BM 1991 PG 429 r r \ \ `y i CONSTRUC710N. DEVELOPMENT FEES (ACREAGE, FEE IN LJEU OF A55ESSMEf` PIN: 0649.01-17-6522 Ir ~ I ' \ i AN INSPECTION FEES AND OTHERS A5 REQUIRED MAY BE APPLICABLE ARE \ D > :APPLICABLE} ARE DUE M ~ ~
Ir v`e \ y BEFORE CONSTRUCTION DRAWING APPROVAL. P 1 0 \ 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPRi 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, PROPOSED DISTRICT AND USE: COMMERCIAL/INTEGRATED CENTER W ¦ ON DRAWING APPROVAL. FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED ~ ¦
r;- \1- ~ y~e \ 4. ALL DRIVEWAYS MUSTSBE INSTALLED TO THE MINIMUM TOWN OF MOLLY SPRiI ~N OF MOLLY SPRINGS AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPING MINIMUM YARDS - CB DISTRICT: ® ~ ~ W
\pe \ t OR NCDOT STANDARD . y 5, GRID TlE BASED ON NC GRID MONUMENT "PEARSALL" WITH GRID COORDINATE HAS BEEN PROVIDED AS CONSISTENT WITH THE DEVELOPMENT PLAN a' a I GRID COORDINATES AS REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF, NEW HILL ROAD: 30 FEET ALONG LOT 1 (ADD(iIONAL LANDSCAPING ~ ~ W ~ ,
- y i - SHOWN HEREON NAD 83-NAND 8$, NC GRID COORDINATES N=692,883.683 \ > N=692,883.883 SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION. AND BERMS REQUIRED FOR REDUCTION) Z Z ~ 50 FEET ALONG LOT 2 ~3.~ z ~
r ° ee f I E=2,049.363.864. r I. . r s:. 6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET NC BYPASS 55: 50 FEET ~ o
- - r ~ \ ? - INTERSEC110NS WHERE SIDEWALKS ARE REQUIRED. WHEN SIDEWALKS ARE NOT THOROUGHFARE A: 50 FEET xj E" ao REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. PRIVATE ROAD COLLECTOR A; 10 FEET ~ Q" ~
~ ~ R2 FUTURE MULTI FAMILY 5.98 AC. \ ,
hR~SIDENTIAL k. 7. NO SITE OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETA110N, PERIMETER BUFFERS REQUIRED: ~ ~ BERM, SIGN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF ALONG NEW HILL ROAD: B-75 BUFFER W ~
/ I ~ i • _ ~ `~f ~ MAX, ,15 DU ACRE TWO FEET AND EIGHT INCHES ABOVE THE CURB LINE ELEVATION (OR THE EDGE ALONG NC BYPASS 55: B-75 BUFFER W
[1 t ` OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WTTHIN SIGHT DISTANCE ALONG THOROUGHFARE A: B-75 BUFFER Z ~ TRIANGLES. ALONG LOT 1 (BETWEEN CB AND R-MF-15) C-150 BUFFER ~
4 / t , l , ~ ~ n~ ` ~ 8. WHERE A FEE IN LIEU iS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE (SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION W
r 4 t 1 a ~ ~ ee a ~ WITH THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION 1AND DEDICATION AND ADDTTIONAL DETAILS OF THE BUFFERS) REQUIREMENTS.
/ / ~yuuu~~~ MAXIMUM BUILDING HEIGHT REQUIRED: 45 FEET fib
~ ~ \ ~ \ - WALLACE W. WOMBLE r ~ , / ~ e , fi OB 8397 PG 1782 r = ~ e ~ 9. SOLID WASTE iS PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS ~J CAR 0, FOR FACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CENTER. MAXIMUM BUILDING HEIGHT PROPOSED: 45 FEET ~N 0~~
~ \ 3 • = / ilF LOT 1 ~ ~ , ~ DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHTTECTURAL DESIGN •FESS/~'• y GUIDELINES OF THE HOLLY SPRINGS LIDO. MINIMUM LOT SIZE: 1.53 AC. ~ ~ 9
$M 1935 PG 53 ~ 1 1 ~ 0 ` , ~ \ ? ? , PIN: 0649.01-36-1536 r ; _ 1-e _ MAXIMUM LOT SIZE: 43.58 AC. ~ EAL r
/ \~p - ? , 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED. IMPERVfOUS SURFACE (PHASE 1): 45.29 AC. (62%) ~ • FOR CONSTRUCTION AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL
~ / 7.18 AC. \ ~ '•W~ EXISTING , PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR TENANTS WILL ALSO BE FURTHER DETAILED IN CONSTRUCTION PLANS. -
' f j \ \ s OPEN SPACE REQUIRED PER LIDO: 0.5% A PERCENT OF THE PROJECT AREA I NE~'•• ~ J
OLD HOLLY SPRINGS APEX ROAD ~ ~ 1 \ - r ~ % ? , i ~ _ ~ ~ I ~ J' 11 REDUCED FROM b0 F~ATO OOFEET.OWHERENTHI OCCURS LANDSCAP NG~IS OPEN SPACE PROVIDED: 0.5% OF 73 ACRES (.37 ACRES} ~~~~~0 ,H' "`5P ~
. SR 1 L53 ~ , A ~ a ~ BEING ADDED. SEE LANDSCAPE PLANS FOR FURTHER INFORMATION. OPEN SPACE: 0.66 AC. ~
~ ? \ PROPOSED PROPERTY ~ ~ ~ ~ I ? \ 12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE CONSISTENT IN OPEN SPACE IS CALLED OUT ON THE SITE PLAN AND FURTHER DESIGNED AND CALCULATED IN
(60 PUBLIC R/W) ~ _ ; \ \ ~ ~i ~ \ LINE ALONG CENTERLINE I, 0 ' COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES THE OPEN SPACE PLAN (SHEET OS-1). WILL ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT, COLORS WILL
, ~ OF STREAM e A \ _ ~ f ` ~ 1 9,A w x ~ ? - \ NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL. PARKING SPACES REQUIRED PER LIDO:
P l; A 13. STOP SIGNS> YIELD SIGNS, STREET' SIGNS, DIRECTIONAL SIGNS, AND OTHER INTEGRATED CENTER: (THE INTEGRATED CENTER INCLUDES LOT 1 AND LOT 2.
INCIDENTAL SIGNS WILL BE CONSISTENT IN DESIGN. OUTLOTS HAVE BEEN CALCULATED SEPARATELY). ~ ~
~t o\ i i - \ \ 14. STREET LIGHTING WILL BE REQUIRED AT THE TIME OF THE DEVELOPMENT PLAN INTEGRATED CENTER: ~ W
9 R4 ~ SV ~ ~ ~ IVY ~ ~ v BD , 5.25 AC. ~ e \ ~ \ PROCESS AND WILL BE CONSISTENT WITH THE TOWN REQUIREMENTS. IN REQUIRED PARKING SPACES: 4.5 SPACES PER 1,000 SF o p ADDITION, A COMPLETE STREET LIGHTING PLAN FOR BOTH INTERIOR STREETS LOT 1: 4.5 X 128,114 SF (577 SPACES) ~ ~
'Fp i ~I~ ~ ~!„~`;-„"e 1 F`fOREST.$PRINGS.~LLC~ ~ ~ A / / DB 11f17 PG' 557 50' CARDINAL EXTE f ~ - ~ ` .125' PERIMETER LANDSCAPE I ~ 1 i0' CARDINAL EXTENSION AND ADJACENT PUBLIC STREETS AND THOROUGHFARES (IF APPLICA$IE} WILL BE LOT 2: 4.5 X 294,529 SF (1,325 SPACES) ~ ~
~ YARD 30 CAPE FEAR RIVER ( ~l ? BM 1192 -PG 290: \ COM , LLC GA. DD ` r ~C \ PIN: 064 .0 -38-4133 \ EASEMENT :OMPANY, LLC GAS LINE REQUIRED BY THE TOWN AT FRST SUBMITTAL OF CONSTRUCTION DRAWINGS. TOTAL INTEGRATED CENTER REQUIRED: 1,902 SPACES REQUIRED ~ ~ :ASEMENT 15. ZONE CFBI OF THE BUFFER MUST BE COMPLETELY UNDISTURBE?, NO FILL w ~
~ ` l~ I BASIN STREAM BUFFER ~ 9 1 e SEE SITE NOTES FOR S` ~ ' \ 16.61 AC. TYP - \ , STREAM CROSSINGS I \ e ~ PROVIDED PARKING SPACES: a w MATERIAL IS TO BE BROUGHT INTO THE CFBt BUFFERS, AND NO STRUCTURES > a LOT i. 586 SPACES >
f 1 O' PUBLIC R W ;I ? ? ' \ ~ ( 0 / / ~f~ ? A \ \ ARE ALLOWED WTTHIN THE BUFFER AREAS UNLESS SPECIFIC APPROVAL FOR LOT 2: 1,422 SPACES ~ ~ it IMPACTS IS OBTAINED FROM THE TOWN. GRADING AND OTHER LAND DISTURBING TOTAL INTEGRATED CENTER Z ` o ~
25' PERIMETER LANDSCAPE ACTIVITIES ARE ALLOWED IN CF62, HOWEVER THfSf ACTIVITIES MUST BE PROVIDED: 2,008 SPACES ~ ~ N
i / YARD 30' CAPE FEAR RIVER Y ~ / } 'I) ` i / BA51N STREAM BUFFER J.~ l~ \ ~ PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE TO ROOTS OF ~ a REMAING TREES, TO MAINTAIN THE FUNCTION OF THE BUFFER IN ACCORDANCE 110% X 1,902 REQUIRED - 2,092 (PROVIDED SPACES ARE BELOW r ° ~
WITH STATE AND TOWN REGULATIONS. 110% ALLOWABLE INCREASE) ~ T
FUTURE MULTI-FAMILY ~ !1 ~ ~ - , . ,r ~ \ ~ Q~ \ OUTLOT REQUIRED SPACES,
/ RESIDENTIAL - . f • L! c \ LOT 12 4 , - ~ ~ \ ~ ,y, . r . . • - ~ 4.34 AC. 0~ OUTLOTS: THE OUTLOT PARKING IS BASED UPON THE RESTAURANT PARKING REQUIREMENTS.
e V. } / MAX. 15 DU ACRE , , ONCE THE FUTURE LOT USES ARE ESTABLISHED, PARKING WILL BE ADJUSTED AND REVISED ACCORDINGLY PER THE INDIVIDUAL LOT DEVELOPMENT PLANS CONSISTENT WITH THE TOWN OF E'~
• ~ HOLLY SPRINGS LIDO. a W ~
? PROP RTY , ~ • rl ' ME AL~RET \ ~ REQUIRED SPACES: t-a O
~o PROPOSED E , 1.,._ T~~ ~ ` •~P/COMMERCIAL RETAIL \ i LINE ALONG CENTERLINE S~~'.'• 3• , ~l •~r. • l~ll'.~~4''• ~ ~ ~ ? , f OUTIOT 1 - 1 SP/3 SEATS + 1/EMPLOYEE (6,400 SF) 270 SEATS/3 (90 SPACES) H ~ \ OUTLOT 2 - 1 SP/3 SEATS + 1/EMPLOYEE (5,000 SF) 220 SEATS/3 (73 SPACES) ~ O
OF STREAM ` ~ •7:58•/iC. ' ,1 ) e ~ \ ~ 180' CP&L UTILITY EASEMENT OUTLOT 3 - 1 SP/3 SEATS + 1/EMPLOYEE (6,000 5F) 260 SEATS/3 (87 SPACES) ~ ~
? _ / ~ _ , j~)' ~ LOT 13 \ . - - 6.7fi AC. OUTLOT 4 - 1 SP/3 SEATS + 1/EMPLOYEE (6,000 SF) 260 SEATS/3 (87 SPACES)
- ~ ~ . \ ~ ~ SPACES PROVIDED: ~ ~ ~ Z
~ , ° ~ ; ~ , j-~ ~ ti ~ N • S' R. Y~ A e ' 100' PUBLIC R W COUNTY OF WAKE OUTLOT t - 1 SP/3 SEATS (6,400 SF) 90 SPACES Q+ A ~
~r : r : ~ M-~-``' - - G ' ~ e yo-" ~ ~ ~ 50' YARD t - \ DB 5445 PG 110 OUTLOT 2 - 1 SP/3 SEATS (5,000 SF) 78 SPACES H ~ ~ ~ PIN: 0740.04-62-5270 OUTLOT 3 - 1 SP/3 SEATS (6,000 SF) 90 SPACES a ~ ' ~
\ OUTLOT 4 - 1 SP/3 SEATS (6,000 SF) 88 SPACES ~ ~ E O
J ~ ~ \ ACCESSIBLE SPACES: ~ a
• L SeAPE•YARD.'30'.~• . • 1• ~ ~ ~ i i+~ ~ LOT t REQUIRED 2% OF 586 - 12 ACC SPACES LOT 1 PROVIDED 14 SPACES (4 VAN) ~ ~ ~
r ` ! _ ~i.. C IN .4,#:58 k . ~ - _ ~ ~ ~ -A ~~a ~ ~ .~30''.CAP . FE R•RIVER~ •'.7 ~ ra ~ W H"'~"
- '~.FUTUR 'LOCATION OE • ~ • ' f ~ ' ' ~ ' ~ ' ~ ~ ~ 'BA IN• S E M BUFFER ~ ' 11 \ ~ - LOT 2 REQUIRED 20 SPACES PLUS 1 SPACE FOR EVERY 100 OVER THE FIRST 1000 Z ~ ~ - I ~ ~ SPACES (2Q SPACES + 10 SPACES- O
' CONNi=Ci10N.BETWEEN'.'. ~ . ~ ~ • ~ ~ _ r . • E07 1. AND Ra' EX1 N. T S.' i'. ~ 50 YARD. ~ ~ ~ yT ~ ~ ~ 30 ACC SPACES) ~ ~ p
~ LOT 2 PROVIDED 31 ACC SPACES (31 VAN)
r ~ ~ _ THOROUGHFARE A ~I t! \`y1l ~ W a' ~ i~ SO, ~ \ \ OUTLOT ACCESSIBLE SPACES ARE TO BE DETERMINED AT THE TIME OF THE FUTURE Z ~ ~
PROPOSED'PRQRERTY• _ • r j'` ~ ~ Y/1 ~ ~ 30' CAPE FED s~. •'.'~LLNE•ALONG.'CENTERLINE - '.'•~~i (l0O PUBLIC R/W) RIVER BASIN 30' CAPE FEAR qR~\ ~ ~ ~ DEVELOPMENT PLANS FOR THOSE SPECIFC LOTS/USES. AT THIS TIME, TWO ACCE5518LE I~ RIVER BASIN \ SPACES ARE PROVIDED AND ARE SUBJECT 70 CHANGE. O
- ~ . ~ ~ ~:oF sTREAM..~• • ~ . •.C ~ r.: 1 =~'!1 -C~ . • ~ ~ ~ ,,._II l STREAM BUFF i I• A a~ i-~ / STREAM BUFFER S~PMF ~5
_ • ~ • ~ . ~ 1.1.,• `4~i' ' ~ 61' WIDE ACCESS / ~ (TYP) .I r:~ . / 1 (Typ) ~ SIGNAGE; NO SIGNAGE IS APPROVED WITH THIS PLAN. SEE SIGNAGE PLAN AND WAVERS FOR FURTHER INFORMATION.
LCJ ~ r , : • / 1 ' . ~J~' _ ' EASEMENT fi i / .~Q. ) ~i PROPOSED PR( ~q = i . •f , . ! 4 J?R~ /f ~ Ir LINE ALONG CE PROPOSED PROPERTY I I ~ Sp, ~ t LINE ALONG CENTERLINE 0.64 AC.
i. ~ . • ~ 1 ~ OF STREAM OF STREAM I ~ ~ 9
~ ` .R. • / ~ T~ ) ~ 1N 1 ~ ~ ~j~,( ~ 0
_ /fi, ~ . • R, NT p l~ 13.99 Ai /:t r, 13.99 AC. / ~ ~ / ~ ~ , W
- SEE SITE NOTES FOR - COMMERCL4I r : ' ~ ' STREAM CROSSINGS ! 1 11 49' WIDE )MMERCIAL~RETAIL ~I ~f~%' ~i1•~ 49' WIDE CCESS I! ~ \ \ 5 ri
~ - . ~ . ~.'~.'s~F:#~.~ ' COMMERCIAL RETAIL 1! EASEMEN' / ~ EASEMENT ~ ~ ~ ~ ~ i "
5 )I I~1 ¢5ff i'I ~ - ~ C ~ LUT 10 ~ ~ ~ ~ ,
TEEPEE ll,:.~. LVi • ~ U ~ PROPOSED PROPERTY 1, F„i H t ~ - _ 21.28 AC. ~ ~~EXISIING WETLANDS 0.68 AC. ~ \ \ , / ~
4~~: ~ ll LINE ALONG CENTERLINE / ~ a 3`" ~ y • ' • ' g•~ 0 OF STREAM ~ AREA (lYP) F) TLANDS COMMERCIAL SPINE ~ ~ ~ ' a
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r~ • 1 0 LV 1. 4 . • 1. • . ~ .w 5T WIDE ACCESS rip y r n•rnrri:• •.nTn,rn EASEMENT ROAD A LOT g \ ~ ~ ~ 1, i 0 a
(PRIVATE - 31' B-B) 1.41 AC. \
~ ~ i ' • ~ EXISTING SLOPE ® EASEMENT EXISTING SLOPE / EXISTING S OPf ~ U
i T. . • • i EXISTING SLOPE P~ r.~ r~ t' ~ ~ _ - 50' YARD EASEMENT ( ~ EASEMENT ~r - r-EXISTING SLOPE EASEMENT ~ ~ ` EASEMENT 50' YARDT ~ ~
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P- SCALE: 1"=200'
o / GRAPHIC SCALE DATE: 09_29_08
s EXISTING Y 200 0 100 200 400 SHEET NO.
z HOLLY SPRINGS ROAD SR 1152 y; C-3 1 inch = 200 ft.
VARIABLE WIDTH PUBLIC R W
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~ ~ - ~ ~ ~ STORMWATER i ~ ~ as
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I I CALCULATIONS a ~ o
Anchor 1: ~ Disploy Area and Storage Area Required: ~ ~ CD
I , ~ \ 128,114 SF x .10 - 12,811 SF ~
~I i 1 k - _ ~~I Display Area Provided: 6,500 SF ~ Storage Area Provided; 5,500 SF a ~ O Z
\ N I ( ? ' 9" ? W I I. I Jr. Anchor L I"i "'I ~
- ~ I I ( X n ? ? o Z P ! ~ ° ~ RETAIL Display Area and Storage Area Required: A ~
Q ~ . PAD #2 E., ,a - 29,861 SF x .10 - 2,986 SF a ~ ~ Display Area Provided: 2,700 SF a W ~
~ I t . ` PAD 3 PAD #4 " , # ~ ~ ~ Storage Area Provided; 2,250 Sf M ~ ~ O
_ ~ Lt~T 4 - /w a I I I Retail A: w Q,~
~ ;I I I I ~ 1.53 AC. _ Display Area and Storage Area Required: ~ M ~ 19,286 SF x .10 - 1,928 SF W Z
A I r.~ ~i ~ ° I I i lsH~w Display Area Provided: 1,928 SF w H
~ ~ I ~ I ® Storoge Area Provided; 1,500 SF Z ~ ~
~ _ Retail B: ~ A
I ~ ~ ~ I i 15 _ - Display Area and Storage Area Required: ~ ~ ~ " _ 1 ~ ( ~ 11,471 SF x .10 - 1,147 SF W ~ ~
® .4p ® ~ Display Area Provided: 1,100 SF Z ~ ~
~ ''I lrT'~l E I - I'9 3 I ~ - ~ - - - - Storage Area Provided; 850 SF ~ O
_ I Display Area and Storage Area Required:
,p ~ __J--- s 24,044 SF x .10 - 2,404 SF
M ~ _ - - ~ Display Area Provided: 2,400 SF Storage Area Provided: 2,350 SF
r r ~ Retail D:
I \ - - _ PAD # 1 _ . - Display Area and Storage Area Required:
iA t R' ;r ~ ; - RETAIL 15,156SFx.10-1,5158E rte, Display Area Provided: 1,450 SF w
~ n / _ ! ~ Storage Area Provided: 1,400 SF fj'~
- ~ ~ ~ ETAIL ? ~ { ' Jr. Anchor 2: {I/~j
- - A Display Area and Storage Area Required:
~k ~ ; ~ / r ~ ~ ~ - i ==s-.--,,.,-.. ~ 31,240 x .10 - 3,124 SF ` Display Area Provided; 1,950 SF
- _ , , Storage Area Provided: 1,5D0 SF / ~ A
,t , ~ 3 • / I ? ~ ~ ` Jr. Anchor 3: V W
- F,~ i ® . Display Area and Storage Area Required: 1 O 26,507 x .10 - 2,650 SF
Display Area Provided; 1,500 SF
I ~ f, - a a n a ~ Storage Area Provided: 1,500 SF
~ - Jr. Anchor 4: /1 a _ _ _ _ Display Area and Storage Area Required: W
~ / „d ,r 46,925 SF x .10 - 4,692 SF
D ~ t O t' Ad I i . § - - JR. ANCHOR w - Display Area Provided: 2,150 SF 9 ~ w O " , Stora e Area Provided: 1,500 SF W
y ~1 . . Anchor 2: ~ ~ v`
/ ~ ~ ~ i E ' I ~ ~ , , , _ Display Area and Storage Area Required: ~1 (f~~ M~¦1
ro i ° A~ ' 52,190 SF x .10 - 5,219 SF Display Area Provided: 2,200 SF ~ ~~~jjj+
- ~ I ~ I ~ ~ , ~ ~ `bL / Storage Area Provided: 1,225 SF / `
5 ti , Retail E W
. ~ ,Gaya m~`~': ~ I N + Display Area and Storage Area Required:
~ ~ / 14,041 SF x .10 - 1,4D4 SF 0 Display Area Provided; 1,350 SF
q , _,_-.,F_~ ~ - y ~ 1~ o _ - SITE LEGEND Storage Areo Provided: No outdoor storage provided
~ ~ s / fig' ~ ~ , r ` ~ ' Ret ' M
~ / ~ I / i Display Area and Storage Area Required: ~ W 13,998 Sf x .10 - 1,399 5F
SIGNAGE Display Area Provided: 1,350 SF
Storage Area Provided: No outdoor storage provided ~ TRAFFIC DIRECTIONAL ARROW
~ 1,:, ~ , / ' 0 1 R~t~il Display Area and Storage Area Required:
~ OAK MALL / s ACC ACCESSIBLE PARKING STALL 9,810 x .10 - 981 SF /,~1
/ ~ - Display Area Provided: 900 SF w
~ S~BI~~VISLQN i ; .r' ACCESSIBLE RAMPS Storage Area Provided: 550 SF
r` ` - ¦ii..ii¦.ii~.u~ii¦ PHASE LINE u
- ~p - - PROPERTY LINE
c _ ~ _ - 1,~, i 4._ ~ ~a°. fi t, OPEN SPACE AREA INCLUDES CENTRAL OPEN SP RIGHT-OF-WAY LINE CENTRAL OPEN SPACE, PLANTINGS, HARDSCAPE, - - " PROJECT NO' KRG-08020
PEDESTRIAN AREA AROUND BUILDINGS E. AND F, ILDINGS E. AND F, THE AREA AROUND 6U5 STOP,
~ ~ i ~ ~ '',_3 ",=E AND FOCAL AREA,. a ~ ~ _ 2: SEE OPEN SPACE PLAN FOR ADDITIONAL DETAIL. - 1 ~ - - - - EASEMENT LINE 4DDITIONAL DETAILS FII.ENA2~: KRG~BI)ZO-~A$2
1 ~ ~ / ~ ~ - CENTERLINE DESIGNED HY: -
E > a ~ a a ~ ~ ~ ~ OUTDOOR DISPLAY AREAS HAVE BEEN INCLUDED ON 5, £EN INCLUDED ON THE SITE PIANS. HEAVY DUTY ASPHALT DRA1iN HY:
,rrr.,,~,,.,„ T~,~ SRW
_ r omt,c mnnr lu'lAl w Arm aiiu. vuw+nmumk2 nvu AND DOOR LOCATIONS WILL CHANGE AT THE TIME vul Ji HIYUIIVV HIVU Imr- rvu rfmr4 J PAVEMENT 'GE AT THE TIME OF CONSTRUCTION
/ DRAWINGS, THE DISPLAY AREAS AND OUTDOOR STOF ND OUTDOOR STORAGE AREAS ARE SCALE. ~~=I OO' "Ir AT THIS TIME WE HAVE GRAPHIC SCALE
3 s / SUBJECT TO CHANGE. THEREFORE, AT THIS TIME WE GRAPHICALLY/CONCEPTUALLY IDENTIFIED THESE ARID ITIFIED THESE AREAS. ONCE TENANTS PAINT STRIPING 100 0 50 100 206 09-29-08
J d / ARE FURTHER DEFINED AND IDENTIFIED, THE STORM / AND WILL BE ACCURATE AT THE TIME OF THE CON: TIFIED, THE STORAGE AREAS MAY SHIFT DATE: TIME OF THE CONSTRUCTION DRAWINGS. s>MET NO.
30 EXISTING j,
r HOLLY SPRINGS ROAD - SR 1152 µ.3... -X-X-X-X- FENCE 1 inch = 100 ft. C-4
x VARIABLE WIDTH PUBLIC R W PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MCADAMS
e

a
UTLLITY NOTES: ~ z
\ r, v~ 1 I ~ 1. CONTRACTOR SHALL NO11FY "NORTH CAROLINA ONE CALL" ~ W Z
f ~I ' ~i~.. (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING ~ Z CONSTRUC110N OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. Z
. j c_ ~ • CONTRACTOR TO CONTACT ANY LOCAL Ul1LIT11ES THAT PROVIDE THEIR r l
D OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL". ~ ~
\ ~ 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND U ~ W ~ o
180' CP&L UTILITY \ r ~ \ ~ \ ~ RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE
EASEMENT / ` \ ~ TOWN OF HOLLY SPRINGS. ~ 11,E ~ E
V ~~a ~ 3. ALL CONSTRUC110N SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY ~ ~ ~ ~
HOLLY SPRINGS DISPOSAL, INC ~,~rtj( \ A~ ' DB 4916 PG 537 f1;'r`• ~ ~ CONNECT TO A SPRINGS STANDARDS AND SPECIFICATIONS. ~Ny ~ ~
1 °''=.1 TRACT 2 ; EXISTING S5MH \ 4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. W ~ ~ ~
BM 1991 PG 429 I ~"l~l \ V INV. OUT=352.07 ~ 1 1 1 PIN: 0649.01-17-6522 ~ ~~r;'I, ~ ~ V i ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD ~ ~ ~ ¦ PRIOR TO CONSTRUCTION. ~ ~ ~ x
~ EXISTING 20' \ r
\ SANITARY SEWER i;; EASEMENT 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY ~ ~ a m .TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE {Y ~ ~
tl \ \ 1 :41 ` 1 FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY: ~ ~ W ~ ~
r ~ 1~~1 \ ~ 1 I CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON r,~, Z ~ ~
i ~ ~ I - ~ R.2 , ~ A - DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUC110N W z ~ ~ WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ~ ~ F
5.98 AC. ~ \ ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP a x
I PROVIDE SANITARY SEWER ~ ~ , 4 ~ i ~ _ , COPIES ON CONSTRUCITON SITE, ALSO CONTACT N.C.D.O.T. DISTRICT ~ ~ ~ OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). a ~
~ ~m n,~ MANHOLE FOR FUTURE \ CONNECTION ~ ~ ~ " , W ~
TI£ 12" W L TO ~ ~ ~ I ~ \ ~ 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD W ~
' i~l / EXISTING 12 W/L I ° II` I ~ - VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR z ~ SHALL N011FY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO ~
I ~ I; ~ FIRE HYDRANT ~ 1 / PROCEEDING WITH CONSTRUC110N FOR NECESSARY PLAN DR GRADING Z
APPROXIMATE LOCATION OF j 1 ~ ASSEMBLY (1YP.) , ~ , EXISTING 12" W L TYP. ' 1 . , ~ CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE W CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
, { 1 / i / REMOVE E>~<ISTING ~ , \ I SHOWN INCORRECTLY ON 1T-IESE PLANS IF SUCH NOTIFICATION HAS NOT `wfu"fururr
WALLACE W. WOMBLE t / BLEW-OFF ASSEMBLY BEEN GIVEN. ~~0~,~~ CAR~~ rrii
DB 8397 PG 1782 1 12 5S ~ AND CONNECT )'0 ~ \ s N ~ `EXISTING W/L , LOT 1 ` ~ / ~ ' _ „ " \='1 E ~ - SANITARY SEWER NOTES: ;'~°;•oF SS o'a,~~;
BM 1935 PG 53 ~ PIN: 0649.01-36-1536 r~ _ ti: , 1. BACKWATER VALVES SHALL BE PROVIDED FOR ALL UNITS NTH fINAL ~ EAL
~ 12" DIP W/L AND 6" DIP ~ ~ ~ FLOOR ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE. 7
/ 3 , . RECLAIMED W/L r0 BE / 7.18 AC. \ ' - 2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL ~ 7 ;
~ ~ - EXISTING ABANDONED ~ ! ~ PROVIDE 8" W/L 5TU6 ~ _ I COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, INEE~''~,
P RIN G APEX R ®AD ~ i FOR FUTURE CONNECTION s LLY S s ~ _ OLD HO J ~ . i 3. M NCIMUM IS OPE IFORS4A NCHE& 60 NICHDSANITARY SEWER COLLEC110N ,~~~r~~r ~A~~,,, rrrri'fi 111 11,`,
SR ~ l 5e3 ~ APPROXIMATE LOCATION OF y ~ i - LINES SHALL BE NO LESS THAN 2.0% AND 1.0~ .RESPECTIVELY W111~ I~
/ PROPOSED 6" DIP RECLAIM£~ ~ " \ ~ ~ ~ i ) ~ rys CLEANOUTS EVERY 75 LINEAL FEET. 4. ADDIlIONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1
r - ~ ~ \W/L TYP. 1 60 PUBLIC R W ~ , ~ ( ) \ ~ _ \ / CONSTRUC110N DRAWING SUBMITTAL
- / , ~ \ ~ EXISTING 20 ~ \ ~ J \ 11 SANITARY SEWER.,. ~ WATER NOTES:
\ f' /1 EASEMENT ~ ~ ~ f 12" W/L _ Il , A ~ i. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF
' i TIE 12" W L TO \ ~ I ? . - \ \ oR~sT . Nis . 36 INCHES, WITH. 24 INCHES VERTICAL CLEARANCE MINIMUM. FROM OTHER ~ ~
~ EXISTING 12" W/L \ f I ~ / ~ 1 „i Yw, ' UNDERGROUND U11LI11E5 AND t0 FEET HORIZONTAL CLEARANCE FROM W z ALL OTHER U11LI11ES. ~ ~
R,4 ~ , FIRE .HYDRANT ~ ~ 1,, .1 I ~ lJ ` I V;.2 r ~D ~ / r ~ i 5.25 AC. ~ , ' l ~ ~ 0 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE 1S IN ° ~
ASSEMBLY (TYP.) I ~ _ $ LLC ~ / ~ , - ~ l i ~ , FDB 1 ~~iPRiPG'557 r ~ 5O' CARDINAL EXTf / , , EXCESS OF 80 PSI. i0' CARDINAL EXTENSION
EXISTING SSMH - ~ COMPANY, LLC GAS ~ - / / BM 1192 PG 290.. n PROVIDE SANITARY SEWER 1, RIM-341.40 J rPIN: 0649,41'-°38-4133 EASEMENT ;OMPANY, LLC GAS LINE 3. A HYDRANT FLOW TEST WAS PERFORMED BY THE JOHN R. McADAMS ~ o iASEMENT COMPANY INC. ON FEBRUARY 4, 2008 AND WITNESSED BY THE TOWN OF W ~
R.1 INV. OUT=334.20 \ ~ / " - s / MANHOLf FOR FUTURE \ 16.81 AC. , ; z' EX. 12 ~ , , ~ HOLLY SPRINGS (DANNY STREET). STAITC PRESSURE = 62 PSI, FLOW = n a ' 1840 GPM ®52 PSI, FLOW = 3729 GPM ®25 PSI ~ ~ W
CONNECTION \ ~ j \ _ `_l ( 7 ? e~ PVC SS ~ ~ \ 4. FIRE HYDRANTS TO BE PROVIDED ALONG 1NOROUGHFARE "A" AT A ~
~ ' PROVIDE 8" W/L STUB < < ~ I t2 SS ' ~4",~~, ~ , • ~ 1 ~ APPROXIMATE LOCATION OF l _ ~ , ~ ~ FOR FUTURE CONNECTION \ 1} 1 ~ ~ y~ . ~ , MAXIMUM SPACING OF 1,000 FEET AND AT EACH STREET INTERSEC110N. O ° b i
EXISTING 6" DIP RECLAIMED Fl~ HYDRANT ~ ~ \ r ~ \ ~ 1 ~ W/L (TYP.) ~ i` J \ ~ A55E LY (TYP.) ; y/ / / . . ~ N
~ f PROPOSED ~ 1 SANITARYS R?~ _ ~ w
FUTURE MULTI-FAMILY _ - \ 1 EASEMENT ~ . ~ \ / ~ ~ ELEMENTS: ~ a Q 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDf PUBLIC
r ~ ~ ~ ~ \ ~ / RESIDENTIAL. LOT 12 180' CP&L UTILITY EASEMENT UTILITY EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH
~ ~ ~ 4.34 AC ~ / MAX. 15 DU ACRE _ ~ » =r ~ , OTHER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE E +
i .PROVIDE 8" W L STUB I ~ OAF A \ L<``~ / . j ~ FOR FUTURE CONNECTION ' ~ ``i:\~~,~ HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE PUBLIC UTILITY ~ w
\ ~ \ EASEMENT. SEE UlIL1T1' PLANS FOR LOCATIONS OF EASEMENTS. a W 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO a ~ ~
, ~ ~ MMERCL4L RET = _ = ~ \ ~ . ~I . ~r : ~ S~9MF #4 ~~.~%/COMMERCIAL RETAIL \ ~ / SWbiF 3 ,1 ~ t " ss ~ ~L \ \ BUILDINGS SHALL 8E LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. ~2 12" 5S ~ 5EE GRADING AND STORM DRAINAGE PLANS FOR LOCA110N OF EASEMENTS. ~ ~
- _ LOT 14 - / ~ , ' I 12 W/L , e• J~ ~lri \ / ~ 3. ANY STORM DRANAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO W ~ ~
/ 7.56 AC. - - ~ LlJ 1 13 , _ _ _ _J , _ ~ ~ - - Y ~`i 676 AC / THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. ~
PROVIDE SANITARY SEWER PROVIDE 8° W/L 5~'UB / / PROPOSED 20' ~ ~ ~O Z \ FOR FUTURE CONNECTION / / ~SITA~ SEWER ~ ~ ~ ~
~ = ' ' ~ ~ , ~ MANHOLE FOR FUTURE - - ~ i ~ / ; ~ ~ . ~ ` s..``` REMOVE EXISTING CONNECTION \ / COUNTY OF WAKE A ~
~ . f''"`~i - ~ ~ i ~ ~ BLOW-OFF ASSEMBLY ~ ~ • % l;' _ - ~ ~ AND CONN~FCI-~0'" SIRE HYDRANT DB 5445 PG 110 ~ ~ / / ~ PIN: 0740.04-62-5270 a (Yi H
/ S~VMF ~1 - I V ~ - ASSEMB Y,jT~'P.)
~ r / • ~ . _ ~ 1 ~XiS1Tr70 W/L J - . • - LOT 2 1' ~ i`~ ~ ~ / ~ SS 0/F "B" W W a ~ x~~a
-ter ~ / ~ , I I y! = 43.58 AG. 1~ ~
• ~ C.r I \ ~ - _ _ \ ~ - . \ \ "~x~Z
APPROXIMATE LOCATION OF ~ ~ ~ ! ~ ~ _ _ , ~ _ ~ , ~ ~ _ l l/ I` ,
t t ~ EX STING 6 DIP RECLA MED ~ / i O q
~ i ~ ~ ~ ~ W H
/ 0 ~ • THOROUGHFARE A ~ ~I! '~Ji 12"~ Z x p
~ ~ ~ o 0 0 0 1 / ~ l~ 1 12,. / ~ ~ ® O p . /f ~i (1~0 PUBLIC R/W} » 1 PROVIDE SANIT i,I t2" y,~/L ~ ~ ~
/ i i' ,_l~ ,rJ ~ I ( i MANHOLE FOR ~ ( f. J PROVIDE SANITARY SEWER ~ ~ MANHOLE FOR FUTURE ~ ~ \
II ~ ~ ® p ~I / / ( CONNECTION t~ ~ O ® ' CONNECTION
I' ~ 1 - - / ~ ~~~;r PROVIDE 12" W t I . / _ O ~ PROVIDE SANITARY SEWER l j ~ FOR FUTURE CON PROVIDE 12" W/L STUB
~ sn~ I C ® ~ / MANHOLE FOR FUTURE j ~ i , l / f CONNECTION ` ~ 1 LV 1 11 ~ FO~R~F+UTURE CONNEC110N \ ~ Wl l~
- ~ I ~ ` ~ ! , ~ ~ ' ' 0.64 AC. 0.64 AC. , ~ ~ / ,
I ~ i FlRE HYDRANT . - VAT - 31 B / / , I ' ~ O ~ ASSEMBLY (TYP.) ~ ~r~. p ` W
I O ~ ~ LOT I ~ ' ~ / ~ ( 13.99 A( ! 14.13 AC ~ SWMF #2 LV1 C7 f' ? 13.99 AC. I r
J' ' l , O ~ ® cJ I COMMERCIAL RETAIL COMMERCIAL A ~ ~ ~ o , v. )MMERCIAL~RETAIL , \ \ ~ A
G' ! ~l RETAINING WALL TYI 7AINING WALL (TYP.,
/ , ~ / 7 DESIGN BY OTHERS) .SIGN BY OTHERS) 0.68 AC. \ 12" W/L ` \
z ~ ~ COACT R / r 0 A 21.28 AC. I-I H i ~ • C~ - N rvA - i ~ ~ o PRNATE - 41 B-B \ a
~ ~ w ~ , ( I l 1' ~ „ ~ - ~I I, ~ ~ I
® ~ ~ ~ ~ l PROVIDE 12" W/L STUB / PR . I, _ a . 33 ~ _ I I FOR FUTURE CONNECTION r' SI LOT 9 PROVIDE BLOW-OFF ASSEMBLY \ (SIZE TO BE DETERMINED BY 1.41 AC. \ 1 • 1 ~ ~ ~
W ~ ~ ~ u~ a ~ O TOWN OF HOLLY SPRINGS
I ® ® ® a p ~ I CZ~ I I ~ Dif c7 1.66 A DIRECTOR OF ENGINEERING) a
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_ r~ I - - / r - ~ r--~ a o a
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TIE 12" W L Td= EXISTING 2'~~ 1 ~ 43. AC. o ' m / J W L WffH 12" TAPPINGS EVE I '
O / / ~ o _ EXISTING u~ AND VALVE s~,~ I - _ -
APPROXIMATE . CATION OF . % ~ A~ ; - - - W ~
o EXISTING 12" W/L (TYP.~ ` / / fl.,.. . - N I ~ r- \ / VARI~IB~E•, WIDTI~ PUB LC R W ~ I
~ - / / ~ . - ` / - _ ~ /
/ s ~ ~ - ~ ~ I °x
~il ~ ~ a , - _ 0 K ~F~ IiA /L ~ ~ - A _ - :y. ~
/ _ - - - - - - / ~ IT~B~ r IV ION ~ ~ , , ~
- - - - - \ , . ~ ~ ~
~~jj,... i ~ I 3 ~ _ O ham` ~ / . - _ - Y - j s / S f i ~
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_ , . 4 f rn j Y ? E , 1 s .
sn f ~ - " ~ ~ - _ c r-~ , r= - '
~ ~ ~ - -
~7 ~ _ -
m ~ a ,;A'~ ~ ~ PROJECT N0. KRG-08020
U ~ x ~ _ r~II.ENA~: KRG08020-OAU1
~1 . _ ~yl
C ~ M'i / _ _ N / W~ ~ ' , s q . DESIGNED HY: -
rv ~ , a0 nnewiv rrv. r~nw
SCALE: 1 "=200'
EXISTING GRAPHIC SCALE DATE: 09-29-08 200 0 100 200 400 SHEET NO.
HOLLY SPRINGS ROAD SR ` 1152 C-21 1 inch = 200 ft.
VARIABLE WIDTH PUBLIC R W
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION 11WADAMSl
U
N ,O n.
K