20091346 Ver 2_Site Plan_20100225

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
'~T~ 'i ~ coy f
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 ~ ~
_ . _ _ _ a
i a • ...-Y . _ y ~ r ~~r r~rr rr~,n ar.
r ; E -a . - z `t-- ~ I~
W _ • t -
_ o _.~~_.___~a,_n _ _ _ ' a ' a r .
- . ~ W~ a
a
~ ~ ~ ~ ~ _ - NC IIWY 55 D ASS" ' w.,... _ ~ _ I ~ ~
ti F µ . ~ ' CR&L.UTiIaiY.' : ~ ~ ~ / 5 ~ s VARIAB~ .E ;WIDTH PUBLIC R• W
,4I,t ~ W o
r /C r: 6 ~ ,
• ~ ~ _ ~ ' ~uM . , OAK , HA ;L = _ . n., ~.fi- . -
. ~s_ ~ . ~ . ..Po.__~ , _ . y i 6 i - I . - ~ UB~ VI's ON ~ ~ _ _
Q ~ , i may" z ' / _ „r ~ ~ a
~d ~ e . / , v ~ r, . , a 3 wa .
, . ~ i ' ~ W
• - s _ _ ;r •
' r,, £ , t 7... ..w I//
3 a a, e _ _ _ , _ , ~ , E z s _1 as
~ _ , a
z . ~ - rxo~scr xo. "KRG-08020
F u ~xr ~ F ~ - FILEN,IME: KRG08020-OAS1
DESIGNED HY: -
~ W~ ~ „Q19`~ DRAIPN BYi CI?W
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
Y Y 1®# JIMeADAMS) PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Lim
m 0
1 K

a
1r rl ~ \ ~ z z
~ i ( EXISTING I ' ~ , • • } .
- , , ~ 1 ~ = d; z z
~ OLD HOLLY SPRINGS APEX ROAD ` / ~ ~ STORMwATER a~< / ~ 1
- ~ } ~ ~ ~ I MANAGEMENT ~ , ~ ~ SR 1153 ~GEMENT ~ t ~ ~ ~ f j ~
~ ~ - I ; ~ ~ ~ FACILITY ~4 - 60 PU$LIC R W STORMWATER I ! ILITY ~4 ~ ~ ~ ~ ~ _ ~ ~ ~ ~ o ~ ~ ~ ~ F-1 W . o
~ ~ ~ ~ } ~ l MANAGEMENT ti~ „ . ~ ~1 \ ) ~ ~ . w
~t ~ i,_ R.l ~ FACILITY ~3 ~ 14 l ~ ~
~ L(~` = 16.81 AC. _ _ _ ~ • } ,I i ~ ~ ~ - - ~ ~ ~ 7.58 AC. ~ ~ ~~,~o ~ t ~ / o~U
~ .
\ ~ _ . ' ~ f \ \ ` ~ W x ~ ~ ~ U
i - - _
l ~ ~ ~ ~ ¦ a ~
, z ~ W tD
• / ,
~ F / 43.58 AC. ' ~ ~ ~ ~ z I ~ w z o
~ ~ , • l - ~ ~
STORMWATER • ~ r- t ~ ~
~ : ~ ' % MANAGEMENT . - _ _ U ~ ~ - -
~ ' FACILITY 1 < ~ - _
i ' - ~ t. ANCHOR ANCHOR I , ` ~I~~ z a
~ ~ ~ I - ~ ~ JR. ANCH JR. ANCHOR - - - _ _ _ _ - JR. ANCHOR ~ - - 4
~ - 2 ~ I I , 0 o r Ii ( w
I~ / it
d - ~ ~ i ,I
I I , ~ I t ~STORMWATER ~ • ~
C_ I ~ ~ 1 M : ~°.~oFESS~o 9 ANAGEMENT
1
i j/ I~~ :FACILITY 5 I~ ~ ~ AL ~,1 # ~
i' d e-:• .
r I ~ r I \ '11 ~ ~
1 - i ~ I / ! ' J r 7.58 AC. ~~'~~~rMY J. SP `0
~ J I I ~ I I l I I I. ANCI~OR ? / / / l r
~ ~ ~ ~ T
~ ~ i - I f • l/~~~ \ ~ /
, s/`~
/ ~ I i
- I - I~ I - r J w I _ ; ~ / ~ / ~ p
! ~ - -f . _ / / U
, , ~ / ~ o
~ - ~ " 3 0 ~ ~ ~ ~ uu~ - / / a a
- ~ i I I I I I I _ r I _I I I I I ~ / ,
o o / - y, f _ / ~ I _ i / _ z
' ~ ~ RETAIL 4 . - ~ II ~ , 1 ~ - / H ~ ~ ~ ~ ~ L4T 7
: ,.,Vy a / J 21.28 AC. ~ o r
I I I / W
~ ~ - ~ ~ ~ STORMWATER i ~ ~ as
~ , , ~ ~ ~ MANAGEMENT I I I I r
~ I I i ~ ~ " " " FACILITY 2
~ , ~ I ! RE AIL I RET IL RET I11 N U W
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
1. ® .._-~--._------=-~i ~ -
~ 1
_ r~ I - - / r - ~ r--~ a o a
i ~ !F~,~ o C I f"- o ~ _J , , o
w 1 - ~ z
"r~
~`I II _ ~ I - '
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 ~
_ E , i ! .....4.., \
_ , . 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

-~s~ . &:..wvx»uv..:.tav - _ 'tA^~:3~u .+vznvvssvnvAYawxer_wtm.-..musm..~.rs a b, v rw.~..,..,....... ..s,w,_. .v . -~.a.. r,...tv er.,.~ s a r _..wPoxv.. s5ffi.. - - - ro.r, ea~.+ ~e o n Ak~'.f...:w. _ .u b.rY!$T...r. } ,v .~ro ,ii x.
l
At
..e,_~. ..m.-,... }
a
r~~ r~ ? } .r.x...,v
_.wa. ~~W _
~v i ~ ~ R ~ W°
` ~vwra 3 P'~6^wnwv.°ww'°"°wxx,~ ~ _ i r x ff
n` i _ _ ¢;."",K r'
r_ 5 / r. a ~ - ,.-.~a..e-w.+w w.ia r,: Y
} ~i ~ ~ . .
_ t 4 4 ? - _ 6 ~ + 4 _
f
1 q . 9 r

; ~
~ ) s J fi,
,t .,d _ ~v.~ + ~ r i ' i r e
_ _ a•=~ ~ r.: . . t
~ . _ - , . ~
is ~ s; "
~ ~ ~ E t f', -
' ~ - r
u ~ _
~sw - ~ i. Sr
j~ . r,,J" zr'
u iti a..y s
k/ di .x
,z., - ~ . - - y , w 3
e , ~ i ''sb - ~ ~ t M
a _ ' ` ~r ~fi ~
,r._- 4~~ r _ ,m.~ ~.a _ ~ _ . - _ ~ti. ,x r i
- _ ~y~ . ~ ~
i - -P - ~ {
rG y 1 ~ - ~i ,d' !
i x
y iJ B: ~ 5 fr~1 s t
° r i e e a w....... ~~r ~ ~ ~ _ ,a a., T ~ }
~ ~ i k
's t ~ i 3
~ ~ `t '~t, F ~ `
1. g a,< f s E r~ ~ f'?5 f f x
a~r y - r~ «
I ` '.t, tr;~ fir'
. _
` y , a ~w {s' r a, . _ ! ~ mom:... "~d' ~`l y. 'r , - r,
i g ~ ~ ~'z. ~ J, 4 ' . s an 8; g 't a .z`~`k. ,,t "'u; Arvq y ,v
5 ' - ~ ~ `•i a fix; T, ' °.r q f" ~ 9 C
"6 ~ r
~ C~ ! _ `Y . ~l ,tied ! 1 ~J.. /
~t~
~ ~ ~i' ` a4r r, , s~,rrrr ~ w: ~'zs~~
A ~ _
A. t ~,.Y f~', 'L J ~ - ~ f y ~ ~ 1~,.
r~ ~
' ~ ` r Yfp ~ rP k~ srii i.~ ~ r'~ 4 . 'Aa1 \L f
~b J' t9" 4 Y 4 j
~ `i*~4 how i"k~:i
i t ~ ~ ~ t~~'~ S ! f a w;r ~J
~ ~y r
~ g ~ ~d,~ w. F r : .ya, ~:,:i
s. '~f" 'S> i -1 < ~ k.,
. ~ ~ g f z ~~e ~ ~ ~
s i t,.., _ , x 4 . a a ~ 9 l {
1g ~i ~ ? '
~ ;a'~ s t 8. ~ .y't s: rr _ ~ w, ~ ~ s
d ' ~i ~ ~ fir' , ~ - r r
~~-~1, , a r ~1 ya ~ -
a~ x _ _ a ceunsa
3 v .
yF ~ d~ ~z f Je,~"5, y - r ae, ~ a' ~
~ ~ ~ ~ ~
~ *`ti; tea o a *.,4 ~ , ~xa tai : 3 ' ? t`
x , u „ y
~ .ra ` Pr`s , ; * ,o , E _ rFe ~ . ~r F~~,y~,,~, fix. ~ ~ ~ ~ ti ~ ~ , ~
%fG V;'fii~ e!.k y y~.. 1. y ,~St:~•.-' $ \x p "-tai ~P,rt, f~- fir': ° r i v
i
~r ~r ~ ,,1
t,_
r'.+ r. rr7 r e _ .,.,J f n"§~ ~ y~"'tic ,f~ v'3 ..9 p t
y'
~ ~ rev ~ - r.. x 1 v ,I, ~ : 1" o zg 3 3
E, , r .i
a 4. ~ ~ ; r

,y fit;
=,~yF ~1' ~d nv J~
d~F.~.. x~~S.
w.~
~~e 3
- t'~e,s~ r F=
€..a
n r x _ m e _ ~ t`Y *'Y x ri"f4€°. <':"`s£Y'S w .._..s
x
a
1a~ ~ ~ A Y~.
WW- MM, r ~ •v,:r:. r yam.. e..iut . .S 'v~.a. ...,G'. 5' .v # _

O Q
~ Z J
O w 0'
U1 Q QWU
r ~~Oo
ZJZd Q- ~
J=~}~ ~ ~ G_
~?ZY W
WZO_
~ (n
O J
W O O
AR LISA
~ NEYV HILL PLACE PHASE 1
•
• UTIILTY MUNICIPALITY CONTACTS ~ PIN: 0649454281, 0649443801, 0649445891, 0649444753, 0649445720, 0649445685,
0649446547, 0649448622, 0649355577, 0649356359, 0649358432, PORTION OF 0649-56-3997, PORTION OF 0649-35-8215
,
A. TOWN OF HOLLY SPRINGS D. TELEPHONE SITE AREA: APPROXIMATELY 166.25 ACRES
PLANNING. DEPARTMENT BELL SOUTH 128 SOUTH MAIN STREET 5715 GLENWOOD AVENUE, ROOM 204 PHASE 1 AREA: APPROXIMATELY 73 ACRES
HOLLY SPRINGS, NC 27540 RALEIGH, NC 27612 . ` A s T A ~r•~ ^ ^ RIVER BASIN: CAPE FEAR RIVER BASIN
[phone] (PHONE) [phone] (PHONE) Vj'j(3Y •(.j tv,Uvx FUTURE LAND USE DESIGNATION: NEW HILL ROAD/55 BYPASS AND REGIONAL CENTER
CONTACT: MARK ZAWADSKI CONTACT: DYRAHN FRANCIS DESIGNATIONS
B. TOWN OF HOLLY SPRINGS E. CABLE N • ~U~ OVERLAY DISTRICTS: GATEWAY CORRIDOR
ENGINEERING DEPARTMENT TIME WARNER CABLE • ! 128 SOUTH MAIN STREET' (919) 467-2$00 (PHONE) hOn ZONING DISTRICT: COMMERCIAL BUSINESS (CB)
HOLLY SPRINGS NC 27540 • 'V1 ~"'X PROPOSED DISTRICT AND USE: COMMERCIAL/INTEGRATED CENTER
[phone] (PHONE) F. BURIED CABLE LOCATION ~ ! CONTACT: ELIZABETH 'GOODSON, EI ULOCO •
(800} 632-4949 • ! ~~08 SHEET INDEX MINIMUM YARDS - CB DISTRICT: NEW HILL ROAD: 30 FEET ALONG L07 1 (ADDITIONAL LANDSCAPING
C. NATURAL GAS PUBLIC SERVICE COMPANY OF NORTH CAROLINA C-I F.XIS"fING COND1~iONS AND BERMS REQUIRED FOR REDUCTION)
2451 SCHIEffELiN ROAD C-2 TYPICAL SECTIONS 5o FEEr ALONG Lor 2 NC BYPASS 55: 50 FEET
APEX, NC 27502 • (,"-3 OVL+RALT, D +F,VELOp,Al~r,~ P~N THOROUGHFARE A: 50 FEET
(919} 367-2713 (PHONE) • CONTACT: REID CRANE - O~RAI.L 5~ pIAN PRNATE ROAD COLLECTOR A: 10 FEET
(~+-rJ SPrE pj,~ - ,AID "A" PERIMETER SUFFERS REQUIRED: ALONG NEW HILL ROAD: B-75 BUFFER
~ • ~ C-6 SflE PLAN 'AREA "Bn ALONG NC BYPASS 55: B-75 BUFFER
~ ~ i oo G7 SPIE PLAN -AREA aCin ALONG THOROUGHFARE A: B-75 BUFFER C-8 SPIE PLAN - ARErA "D" ALONG LOT 1 {BETWEEN CB AND R-MF-15) C-150 BUFFER
C"g ` SPIE PLAN -AREA nEn (SEE THE 1ANDSCAPE PLAN FOR FURTHER INFORMA110N
C-1~ , ~ AND ADDITIONAL DETAILS OF THE BUFFERS)
C-11 GRADING AND STORM DRAINAGE PLAN -AREA "A" MAxIMUM BUILDING HEIGHT REQUIRED: 45 FEET MAXIMUM BUILDING HEIGHT PROPOSED: 45 FEET
C-I2 GRADING AND STORM DRAINAGE PLAN - AREA "B" MINIMUM LOT SIZE: 1.53 AC.
SUBJECT PARCELS C-13 GRADING AND STORM DRAINAGEPLAN -AREA "C" MAXIMUM LOT SIZE: 43.58 AC.
PIN OWNER ACREAGE ZONING JURiSDICTIO~ JURISDICTION C-14 GRADING AND STORM DRAINAGE PLAN - AREA "D" IMPERVIOUS SURFACE (PHASE 1): 45.29 AC. (62%)
PORTION OF KRG New Hill Place, LLC gg,14 AC. CB Town of Hol 0 - 0649-56-3997 30 S. Meridian Street, Suite 1100 Indianapolis, IN 46204 Town of Holly Springs C-15 GRADING AND STORM DRAINAGE PLAN - AREA "E" C-16 GRADING AND STORM DRAINAGE PLAN - AIZF.A "F" OPEN SPACE REQUIRED PER UDO: 0.5% A PERCENT OF THE PROJECT AREA -
- - Hunter John Henry and Dorothy ,Jean 1 . 6 C-17 GRADING AND STORM DRAINAGE PLAN - ARI:.A "G" 0.5% OF 73 ACRES (.37 ACRES)
0649 45 4281 1004 New Hill Road 6 8 AC CB Town of Hol Town of Holly Springs OPEN SPACE PROVIDED: C-18 GRADING AND STORM DRAINAGEPLAN - AREA "fI" OPEN SPACE: 0.66 AC.
0 .Q ~ Holly Springs, NC 27540 A G19 STORMWATER POND GRADING PLAN OPEN SPACE IS CALLED OUT ON THE SITE PLAN AND FURTHER DESIGNED AND CALCULATED IN
Hunter John Hen and Doroth Jean - - ry. Y .I' 0649 44 8622 1004 New Hdl Road 1.83 AC. CB Town of Hol Town of Holly Springs C-20 STORMWATERPOND GRADING PLAN THE OPEN SPACE PLAN (SHEEP OS-1).
S A Holly Springs, NC 27540 O~RAIiL PIAI~T PARKING SPACES REQUIRED PER UDO:
0 KRG New Hill Place, LLC Town of Holly Springs C-22 UTlI1TY PLAN -AREA nA" INTEGRATED CENTER: (THE INTEGRATED CENTER INCLUDES LOT 1 AND LOT 2.
Q 0649-44-5891 30 S. Meridian Street Suite 1100 1.07 AC. CB Town of Hol S Indiana olis IN 46204 P C-23 ~ PLAN - rrBrr OUTLOTS HAVE BEEN CALCULATED SEPARATELY).
KRG New Hill Place, LLC
0649-44-6547 30 S. Meridian Street, Suite 1100 0.42 AC. CB Town of Hol Town of Holl Sprin s C-24 PLAN -AREA nCn INTEGRATED CENTER: y g C-25 UPIT.ITY PLAN - AREA "D" REQUIRED PARKING SPACES: 4.5 SPACES PER 1,000 SF LO7 is 4.5 X. 128,114 SF (577 SPACES)
Indianapolis, IN 46204 KRG New Hill Place, LLC t~ PLAN - AREA "E" LOT 2: 4.5 X 294,529 SF (1,325 SPACES)
0649-44-5685 30 S. Meridian Street, Suite 1100 0.35 AC. CB Town of Hol Town of Holly Springs C-27 UTIt.11Y PLAN _ AREA "F" TOTAL INTEGRATED CENTER REQUIRED: 1,902 SPACES REQUIRED
Indianapolis, IN 46204 G28 SEWER BASIN MAP PROVIDED PARKING SPACES:
KRG New Hill Place, LLC 0649-44-5720 30 S. Meridian Street, Suite 1100 0.25 AC. CB Town of Hol LOT 1: 586 SPACES Town of Holly Springs LS-1 LANDSCAPE PLAN -AREA "A" LDT 2: 1,422 SPACES
Indianapolis, IN 46204 LS-Z LANDSCAPE. PLAN -AREA rBn TOTAL INTEGRATED CENTER PROVIDED: 2,008 SPACES
KRG New Hill Place, LLC 0649-44-4753 30 S. Meridian Street, Suite 1100 0.47 AC. CB Town of Hol Town of Holly Springs LS-3 LANDSCAPE PLAN "AREA "C"
Indianapolis, IN 46204 LS-4 LANDSCAI~E PLAN - AREA "D" 110% X 1,902 REQUIRED - 2,092 (PROVIDED SPACES ARE BELOW 110% ALLOWABLE INCREASE} ,
KRG New Hill Place, LLC
0649-44-3801 30 S. Meridion Street, Suite 1100 0.82 AG. GB Town of Hof Town of Holly Springs L~5 PLAN -AREA nEu OUTLOT REQUIRED SPACES: LS-6 LANDSCAPE PLAN "AREA "F" OUTLOTS: THE OUTLOT PARKING IS BASED UPON THE RESTAURANT PARKING REQUIREMENTS.
Indianapolis, IN 46204 vJ KRG New Hill Place, LLC LS-T LANDSCAPE DETAILS ONCE THE FUTURE LOT USES ARE ESTABIJSHED, PARKING WILL BE ADJUSTED AND REVISED
Q' 0649-35-8432 .9.29 AC, CB .Town of Hoi IQ 30 S. Meridian Street, Suite 1100 . Town of Holly Springs ACCORDINGLY PER THE INDIVIDUAL LOT DEVELOPMENT PLANS CONSISTENT WITH THE TOWN OF LS-8 LANDSCAPE ,FTAIIwS HOLLY SPRINGS UDO.
' Indianapolis, IN 46204 OS-1 OPEN SPACE FLAN REQUIRED SPACES:
0649-35-6359 ,KRG New Hill Place, LLC 0.55 AC. CB Town of Hol Cry 30 S, Meridion Street, Suite 1100 ' .Town of Holly Springs SLl PHOTOMETRIC PLAN OUTLOT 1 - 1 SP/3 SEATS + 1/EMPLOYEE (6,400 SF} 270 SEATS/3 (90 SPACES}
Indianapolis, IN 46204 OUTLOT 2 - 1 SP/3 SEATS + 1/EMPLOYEE (5,000 SF) 220 SEATS/3 (73 SPACES)
KRG New Hill Place, LLC 0649-35-5577 0.43 AC. CB Town of Hol OUTLOT 3 - 1 SP/3 SEATS + 1/EMPLOYEE (6,000 5F} 260 SEATS/3 (87 SPACES} Town of Holly Springs OUTLOT 4 - 1 SP/3 SEATS + 1/EMPLOYEE (6,000 SF) 260 SEATS/3 (87 SPACES}
30 S. Meridian Street, Suite 1100 Indianapolis, IN 46204
Kite Realty New Hill Place, LLC SPACES PROVIDED:
PORTION OF 30 S. Meridian Street, Suite 1100 24.66 AC. R-MF-15/CB Town of Hol 0649-36-8215 Indianapolis, IN 46204 ~B Town of Holl Sprin s OUTLOT 1 - 1 SP/3 SEATS (6,400 SF) 90 SPACES y g OUTLOT 2 - 1 SP/3 SEATS (5,000 SF) 78 SPACES
OUTLOT 3 - 1 SP/3 SEATS (6,000 S~ 90 SPACES OU11.OT 4 - 1 SP/3 SEATS (6,400 SF) 68 SPACES

N / ACCESSIBLE SPACES: LOT 1 REQUIRED 2% OF 586 - 12 ACC SPACES
ro SANITARY SEINER FLOW: ESTIMATION ATION LOT i PROVIDED 14 SPACES (4 VAN)
3 Estimated Estimated Estimated n.~M.____w__ .,wM_.» ~ted Peaking Total Estimated LOT 2 REQUIRED 20 SPACES PLUS 1 SPACE FOR EVERY 100 OVER THE FIRST 1000
~ Retail Restaurant Residential {units) ai (units) Factor Flow {g pd) SPACES (20 SPACES + 10 SPACES-
u4i AD S uare Foota elUnits 6D6 500 63 5DD 51D 1~~ RO a ~ , LL N N EYr Estimated flow (g d) 727$D 1t3,5DD 1SD,D50 p s 30 ACC SPACES} )50 2.5 790,825 LOT 2 PROVIDED 31 ACC SPACES (31 VAN)
I ......___.~_._..,,......_I~ ................~__._....____..._._.,.,.w..w.._..__.._.__.~...._....._._._ OUTLOT ACCESSIBLE SPACES ARE TO BE DETERMINED AT THE TIME OF THE FUTURE
o -;?,ll flows fire csflmakes sand subjeu~t to change as Development Plans are ammended s o ~ , ._...___„____._____________~____~_r_,______ is rice ammended anti de~,cloped ~ ~ DEVELOPMENT PLANS FOR TH05E SPECIFIC LOTS/USES. AT THIS TIME, TWO ACCESSIBLE
N ~ I -A~lrtizodolo~derizedfromTuwnofHullvSpzdn„nPabliclJtiliti©sHand'book ' - .-~rcra~;e flow eskimaked based on pzrzposed units ~ m ~~IT Handbook SPACES ARE PROVIDED AND ARE SUBJECT TO CHANGE.
~ -'Kesitlential estimated at 2SS GPD per unit ; • . _.__m~, _ ~ ~ _ _ . __.w SIGNAGE: NO SIGNAGE IS APPROVED WITH IRIS PLAN. SEE SIGNAGE PLAN AND WAIVERS FOR
•'Connnercial space estimated at O.i2 GPD pea' i SF oYspace _._._.e__n__m_ ~r „ _ . ~ rv "`il`~'- FURTHER INFORMATION. we ~ _
Restauzants aye estimated at d0 GPD per 15 SF of seating urea
U 0
;v 0 0
:7 N ~ ® ~A.~D.A. S
a~ m
c
W GENERAL NOTES: C ANY
c 1.. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN 9
AND CDNSTRUCTIDN STANDARDS. ~ Q ~~E ENGINEERS ¦ PLANNERS ¦ SURVEYORS ¦ ENVIRONMENTAL
~ a- 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING c ,,,,,,r~ ~r,,,,.,,
~ CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU Of ASSESSMENT i ~ AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE ,,,''~~~.•cAR°<~'',r, RESEARCH TRIANGLE PARK ¦ CHARLOTTE ¦ ~'hILMINGTUN
E BEFORE CONSTRUCTION DRAWING APPROVAL.
J. IML FLAN IJ JUHJLGI IU KLVISIUN5 UUKING UUN51KULAIUN UKAWINU AI'NKUVAL.
4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS AL 800-733-5646 ¦ www.johnmcadams.com
ti OR NCDOT STANDARDS. c m 2750
5. GRID TIE BASED ON NC GRID MONUMENT "PEARSALL" WITH GRID COORDINATES AS 0 SHOWN HEREON NAD 83-NAVD 88, NC GRID COORDINATES N=692,883.883 RESEARCH TRIANGLE PARK, NC
00 E=2,049.363.864. VICINrlY MAP WEST HOLLY SPRINGS RD P.O. BOX 14005 ZIP 27709-4005
Y 6. ALL PREVIOUS APPROVAL CONDITIONS FOR THE NEW HILL PLACE SCHEMATIC [phone]
MASTER PLAN WILL APPLY TO THIS PLAN. PLEASE REFER TO NEW HILL PLACE
1 ! (08-MAS-01) AND (08-MAS-03). z PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION
li 1 -500 U N
O 1
K

GENERAL ENERAL NOTES ~ H
CURVE TABLE f \ ~ , • ~ / f/ ~ x- 1. THE SITE IS LO THE SITE IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN AND IS SITE DATA z z
CHORD CHORD ~ I i 1 / SUBJ CT TO TH SUBJECT TO THE BUFFER PROVISIONS OF SECTION 7.06 D.4(e)(3) OF THE 51TE AREA 166.25 ACRES ~ W
R I NGTH BEARING DISTANCE DELTA TANGENT 1 1\ 1 \ 1 1 1 1 1 E CURVE AD US LE ! ~ \ ~ 's=~'~„~ _ HOLLY SPRINGS \ v _ Ct 2404.83' 515,13 S 31'46'56" W 514.15' 1216'23" 258.56 1 ~ ~ - ~ 1 ! i ~ _ HOLLY SPRINGS UNIFIED DEVELOPMENT ORDINANCE. ~,rl z ~
C2 1 ' " 222.42 1 \ ~ ' ' : l ~ X \ / ~ 2404.83' 443.57 S 20'21'42" W 442.94' 03405 / \ \ / ~~e, 1 2. NO FEMA IDENl ZONING CB COMMUNfTY BUSINESS ~4 z NO FEMA IDENTIFED FLOODWAY5 AND/OR 100-YEAR FLOODPLAINS ARE R-MF-15 RE5IDENTIAL MULTIFAMILY Q
C3 15.61 } \ \ I °1 \ . ~ PRESENT ON 51 4984.50' 31.23' S 08'55'13" W 31.23' 0'21'32" \ / 1 19 \ ~ / ' ~~,`f/. PRESENT ON 51TE. ^ ~ ~ t
C4 4" W 7. T 4'1 '4 " 184.06 _ \ 1 \ \ 1 / f 4984.50' 367.95 S 06'37 3 36 8 3 6 / 1 J ~ \i \ \ \ \ / / ~ _ _ - 3. THE SITE IS Nf THE SITE IS NOT WITHIN A WATERSHED PROTECTION AREA, EXISTING LAND USE VACANT/FORESTED, SINGLE-FAMILY RESIDENTIAL U ~ W : o
LINE TABLE LINE TABLE ~ \ \ \ ( / ~ / ~ _ , _ - ~ ~ ; FUTURE LAND USE REGIONAL CENTER ("A MIX OF USES INCLUDING BUSINESS, w
\ I I I J ! , f, r 4. THERE ARE NO AR NG LENGTH LINE BEARING LENGTH \ ~ / ~ f" / LINE BE I 6 Y P I v~\f ~ ;~ti I / / I / / ~ BOUNDARIES. THERE ARE NO GREENWAY TRAILS PLANNED WfTHIN THE PROJECT • ~ ^ ' E+ BOUNDARIES. COMMERCIAL AND HIGHER DENSITY RESIDENTIAL) jjj F,
Lt S 2721'05" W 50.15' L42 S 11'08'13" E 47.56' H LL S RINGS DSO >P2, ~ / / / / ~ / I ~ ~ DB 4916 PG 5 71 ~ ' i~ { / I ~ / /ii l / 5 t ,J / 0 1• i I i I I \ _ / /i / L2 S 39'58'15" W 82.32' L43 S 11'00'51" E 49.88' ~ ! g ~ I / USACE AND NCDENR-DWQ CONCURRENCE MEETINGS HAVE IDENTIFIED THAT RIVER BA51N CAPE fEAR ~ Q 0 ~
TRACT 2 / ~ l/ J ~ 5. USACE AND NC / / / I~~ I i l r J } ( / ~ / I / / / I )I /~i/ r/ L3 N 68'58'47" W 95.20' L44 S 10'22'32" E 49,76' BM 1991 ~G~// / j f ( I I ~ i ~~i ~ STREAMS AND 1 I ~ I f _ ~ A STREAMS AND WETLANDS ARE PRESENT ON SITE. A 30-FOOT WIDE ~j ~ ~
- / / } ~ ~ / 1 / \ ~ c L4 N 21'01'13" E 2.22' L45 S 09'14'33" E 50.38' PiN: 0649.O1~Y~5"L2//~/ / I II II 11 ~ -~/1// / ~ y ~ \ I UNDISTURBED L5 N 66'44'43" W 43,16' L 6 S 0756'35" E 49.62' r I ~ ~ \ \ I 1 THE STREAM BI UNDISTURBED STREAM BUFFER MEASURED 20 FEET LANDWARD ADJACENT TO ~ W x o THE STREAM BANK {ZONE 1) ON BOTH SIDES OF THE STREAM, PLUS 10 SUBJECT PARCELS a a ~
'1 //..mar ( i 1 1 1 1 1 1 / / t I , L6 N 66'44'43" W 16.18' L47 S 06'38'47" E 49.68' / ~ / 1 1 / / - , ~ 1 I I FEET LANDWARC FEET LANDWARD ADJACENT TO ZONE 1, ON BOTH SIDES OF THE STREAM IS ~ ~
~7 / / I 111 ~ / / l _ ~~s"= . - v vvvv~, 1 / L7 N 6 44'43" W 32.72' L48 S 06'22'51" E 48.38' > ~ / ~ i / / - = = ~-=--~o \ ~ " 1 \ I REQUIRED PER 6 I i I / / , - - - - ~ - vv \V 1111 I 1 J \ jI !llj J ~180'~P ~1~TIUTY II I I J - 1 REQUIRED PER SECTION 7A6 OF THE UNIFIED DEVELOPMENT ORDINANCE. PIN OWNER ACREAGE ZONING JURISDICTION ~ ~ ~ ~ KRG New Hill Place, LLC ' ~ ¦
LS N 62'28'59" W 104.10' L49 S Q5 35'33" E 50.27 ~ ~ 1 / / I I i ~ _ - _ - . \ 1 \ 1 I 1 1 I / }l~(1 I { /_E~s / / Iii I~ , ~ ~ ~ 111 v 6. WHERE WEfLANI L9 L50 ~ ~ / \ ~ _ V \ \ 1 1 \ l I l N 58'08'33" W 13.47 S 04'18j48" E 48.56' 1 I I i I = ~ ~ ~ T / (j ! 1 l ~ I"-y " \ 1 1 I ( \ WHERE WETLANDS FALL ADJACENT TO THE STREAM, THE 30-FOOT BUFFER PORTION OF 30 5. Meridian Street, Suite 1100 98.14 AC. CB Town of Holly Springs ® ® U~ Q' OS49-56-3997 ~ co
1 I i WILL BE LEFT l L10 N 58'08'33" W 81.79' L51 S 62'58 05 E 48.1$' ' 1 I ~'ri i / / ~ / i/ _ ~ \ 1 1 l J I 1 } 1 / / j 1 I ~ " ~ . ~ ~ ~ ~ / 1 ~ % - ~ \ 1 1 I I I ~ ~ OUTSIDE OF ST'. WILL BE LEFT UNDISTURBED. BUFFERS ARE NOT REQUIRED ON WETLANDS Indianapolis, IN 46204 ~ W ~ OUTSIDE OF STREAM BUFFERS. WHERE WETLANDS ARE TO BE DISTURBED, ~ ~
L11 N 58'08'33" W 16.58' L52 S 62'2709" E 45.86' I } ~s l / ~ //,,//i -'i i' / ~ ~ _ _ _ / ~ / i G - \ \ \ 11 I I 1 I I I I l I J /J . THE PROPER P III I I~11~373.5 / / ~ / / ~ / / / / ( _ - ~ / / / / ~1-- \ \ \ \ 1 11 J J I l 1 j l L12 N 56'33'55" W 37.48' L53 S 60'53'40" E 48.09' 1 1 \ \ ~ i. / ' / ~ / ~ _ / / / _ ~ ~ 11 1 I I 1 / THE PROPER PERMITS WILL BE OBTAINED. 0649-45-4281 Hunter John Henry and Dorothy Jean 16.86 AC. CB Town of Holl 5 rin s z Z 1004 New Hill Road y P 9 W Z M
L13 N 56'2712" W 6.00' L54 S 00'26'32" W 47.71' \ \ AP J / 1 1 - ~ - / / / / \ ~ \ \ 111 11 I I I J I l `JI I l 7. STREAM, WETLA', ~ / \ 1 IV Y STREAM, WETLAND DELINEATIONS AND BUFFER LOCATIONS PERFORMED BY Holly Springs, NC 27540 hTl ~ E
L14 N 56'2712" W 42.89' L55 S 61'24'21" W 48.17 1 \ \ d a \ ~ \ ~ - ~ _ _ _ ~ ~ / / A ~ ~ \ \ 1 1 111, 11 I i I I BEN WILSON WI \ ~ - _ \ C.~ / 111 I } ~ i \ I I I BEN WILSON WITH ATC ASSOCIATES AND SURVEYED BY WITHERS AND Hunter John Henry and Dorothy Jean f~l a x
L15 N 54'14'19" W 49.63 L56 S 02'24 34 W 56.35 V A V A ~ • ~ V ~ ` - A w ~ I I I RAVENEL KENNE \ 1 v V l ~r. I1 I I A I J I f~l I COMPANY INC. L16 N 53'05'54" W 27.57 L57 S 03'16'45" W 46.99' ~v 1 \V ~ \ ~ ~ _ _ \ / \ I I III 1. I RAVENEL KENNETH CLOSE SURVEYING AND THE JOHN R. McADAMS OS49-44-8622 1004 New Hill Road 1.83 AC. CB Town of Holly Springs ~ ¦ ~ COMPANY, INC. Holly Springs, NC 27540 a ~
v~ v 7 • Ili III ~ ~ I , „ v A t ~ I ~ V ~ I I L17 N 53'05'54" W 20.87 L58 S 03'52 59 W 47.35 ~ v~ J I I 1 ( e A v~ ~ ~ ~ A A y ss,~ t- 1 1 i I I Ill I~ 1 I l l 1 ~ v - - - - , ~ \ , .n I i ! fl III 1 1 I 1 11 1 8. EXISTING TOPO( KRG New Hiil Place, LLC W
L18 1' '4 " W 50.38' L59 S 04'45'20" W 48.42' ~ \ ~2 blp ~ L ~ ~ ' - \ \ - Y I I I I 1 \ 1 IX N 5 38 9 V ~ I/ ~ ~ ~ ~ ~ - - ~ v 1 V ~ ]v.. Ill 1 111 Ill I i ~ I 1 1 V A \ V 1 \ vv v I v ( ~ ! f I ~ \ \ \ SURVEYS BY WI 1 m ~ A A \ ~ ! oI ~ 1 \ L19 '4746" W 48.33' L60 S 04'00'09" W 98.13' - ~ I v - / i ~ I \ EXISTING TOPOGRAPHIC INFORMATION IS A COMBINATION OF BOUNDARY 0649-44-5891 1.07 AC. CB Town of Holl S rin s W SURVEYS BY WITHERS AND RAVENEL KENNETH CLOSE SURVEYING, LIDAR 30 S. Meridian Street, Suite 1100 y P 9 W
N 50 ~ v\ v v ~ ~ - - ~ 1 ~ t~'Y t ~ l I l l/ 1 11 III I I I / ~ 1 VA VA \ AERIAL TOPOGR L20 N 48'40'56" W 46.95' L61 S 02'09'46" W 49.77 ~ \ \V A ~ I i i ' ` ~ ~ v ~ V~ 1 1 1 \ A ~ / I 1 I I ~ 1 / 1 VI V A\ VA ~ / I U ~ I I v/ / / \ \ v ~ ~ ~ v \ v / 1 \ ~ °z ~ ~ / / l 11 I ~ , ~ A \ \ THE JOHN R. ti AERIAL TOPOGRAPHIC MAPPING FROM NC FLOODMAPS, AND 51TE SURVEY BY Indianapolis, IN 46204 Z ~ THE JOHN R. McADAMS COMPANY, INC. KRG New Hill Place, LLC ~
L21 N 4724'58" W 33.85' S 01'05'01" E 51.40' \ ~ v A v v 11 , I I ~\VAV A\~ v i 0649-44-6547 30 S. Meridian Street, Suite 1100 0.42 AC. CB Town of Holly Springs Z
L22 N 4T 4'58" W 65.17 L63 S 05'56'24" E 52.41' A 11 I / ~ ~I ° ~ ~ ~ V 1 1 1 \ r- ~ / ~ ~ ~ ~ ~ l / l/ l - 1 1 A \ VAVA v v v 2 ~ tt / 1 ~ / ~ ~ 1 _ / GRID TIE E[ WANA~€ .i OMB I I ~ I I ~ ~ ~ / / / o ~ / , ~ \ \~/C 9 BAS L23 " .41' L64 S 11' 'S5" 1.40' t, / / ~ ~ ~ \ } I N.~'. _ ~ 7` / I / J ~ \ \ \ \ \ N 45 43 26 W 99 32 E 5 D X39 1 ~ / ~ p~ ~ ~ , / / / / ~ ~ / I f ~ ) \ \ \ \ COORDINATES A GRID TIE BASED ON NC GRID MONUMENT "PEARSALL" WITH GRID Indianapolis, IN 46204 W
~ ~ / ~ , 1 P INC~ Ir~Vas`r s, L / / / / 1 r v v L24 N 45'11'50" W 99.51' L65 S 16'35'39" E 48.85' \ 1 ~ 1 1 / / f ~ j / ~ 1 ~ / ~o ~ / //ii / / / ~ , ~C ! 1 ~ ` ~ \ \ \ N=892,8$3.8$3 COORDINATES AS SHOWN HEREON NAD 83-NAD 88, NC GRID COORDINATES KRG New Hill Place, LLC N=692,883.883 E=2,049,363.864, 0649-44-5685 30 S, Meridian Street, Suite 1100 0.35 AC. CB Town of Holly Springs
\ l l ~ / ~ /lr / J ~ ) VA 1 L25 N 44'40'11" W 99.66' L66 S 21'34'53° E 49.67 BM Iibl'; I ~ ~ / I ~ / ~ . - ~ ~ _ ~ / /l,l// ''~''z, J _ - //r I / / ~JfR'AC 3/ --'i ~ i//~r'' )I PIN:. 1 ~ 36 ' I ~ / / I L26 N 45'19'00" W 106.00' L67 S 25'42'14" E 50.06' 1- ~ ~ /B M, j2QD8; G./1'.~4J, / / - - ~ ~ / 1 I / % / / 10. BOUNDARY FRO . BOUNDARY FROM ALTA SURVEYS PERFORMED BY WITHERS AND RAVENEL, Indianapolis, IN 46204
L27 L68 ' 6' " E 51.6 ' I 1 1 / / / /J / / /P1N / 649. 31139 / / r , ~/v/j// ~ll ` J 1 L, I I ~ r / ~ i J / ~ KENNETH CLOSE N 44'5913 W 90.28 S 30 5 06 0 1 1 1 I , ti / f ~ ~ / ~ _ 1 I ~ . ' / 1 KENNETH CL05E SURVEYING DATED AUGUST 14, 2007 AND OCTOBER 22, 0649-44-5720 KRG New Hill Place, LLC 0.25 AC. CB Town of Holl S rin s
~ ~ ~ / . r / % / ~ 1 1 / ~ , , 200, L28 S 44'59'13" E 10.62' L69 S 36'20'22" E 54.88' 1 I J I I \ / / / / / ~ 5' / ~ - a_ ~ ! - / ~ 1 1 \ \ I / / / _ 2Q47, 30 S. Meridian Street, Suite 1100 Y p 9 Indianapolis, IN 46204
L7D l 1 ~ / ~ / ~ / v I )1 V 1 L29 S 45 09'20° E 50.06' S 41'13'14" E 49.95' I I i ( / 0 r / / / /j / i / - - / ///i / F6RES'~3P~ LLC J ~ \ 1 I ~ / ~i / / _ } ' ~ / ~ s ^ ~ 1 / / / / / / / - - ~ I I / /i r / / \ \ \ \ / ^ 11. ADJACENT PROF L30 N 44 57 69 W 63.99 L71 S 45'13 25 E 56.58 J I I I ~ / / / / / / ~ 1 1 / / / . ADJACENT PROPERTY (NFORMATION FROM WAKE COUNTY GIS, KRG New Hill Place, LLC
I o / L1 / / ~ J { I / ~---D1~116~~PG 557 / i 1 I 1 / _ 1 ( / ~ it / / / / ~ 1 I L31 L72 4 '54' 5" E 47.0 ' I I i / / _ ( , i i N 46'00'53" W 10.39' S 5 2 3 1 J / - ~ / / / / / BM 'C192 P 290 / / / I ~ I OS49-44-4753. 30 S. Meridian Street, Suite 1100 0.47 AC. CB town of Holly Springs
\ 1 / / 1I Y / 12. ZONING DESIGN I ~ / / = / v/ I r r / / r / ! f~ _ ~ /i 1111 1 -1 L32 N 46'24'19" W 38.65' L73 S 46'26'13" E 47.64' 1 I J I ~ (l l /j / / ~ ~ - _ ~ / I I f , . - -PINS .(1649..9 - 8 4133 / / - / / ~ I ~ I I / / I ) ~ 11 i / y COUNTY GIS. . ,ZONING DESIGNATIONS FROM HOLLY SPRINGS ZONING MAP AND FROM WAKE Indianapolis, IN 46204 COUNTY GIS.
L33 N 46'59'08" W 48.36' L74 S 46'26'21" E 49.93, i I I I / ~ ~ ~ ~l 1 I I o / I I / l ~ V I ~ _ ~ ) / I / _ \ I / / j - ~ ~ ~ J JAI l I i / / -V A , L34 L75 I / - ~ I \ v \ - f ' / ~ / S 4726'15" E 46.19' S 46'45'32" E 53.62' i ( ~ ~ ~ ~ ~c" ~ / ,1 _ ~ \ v f 11 i ~ J i;'" { I l \ 1 13. ALL EXISTING S 0649-44-3801 KRG New Hiil Place, LLC p,82 AC. CB Town of Holl S rin s . ALL EXISTING STRUCTURES AND UTILITIES ON SITE SHALL BE DEMOLISHED 30 S. Meridian Street, Suite 110p y P 9
L35 N 38'27 37 W 37.38 L76 S 46'10 27 E 48.11 I 1 l I ~ v A V `~V "~i / /t'~r _ \ \ ~I I I I i 1 v\ //;(1 i II l / ~ { 1 AND~OR PROPE AND/OR PROPERLY ABANDONED. Indianapolis, IN 46204
N 28'29'58" W 33.58' S 45'49'21" E 50.89' I I ~ - ~ \ \ t-,~~~+~~ ~ / s+ v V 1 I I J I v Jl ~ / ~ ~v-;v'~ v v \V~~ ~ - ~ ~ V I v 111 I ~ J I 7 ~ ~ l v 1 1 ~ / 1 I ~ 1 14. ZONE CFBt OF L37 N 21'03'19" W 27.71' L 8 5 44'31'17" E 48.81' ~ I I .r / • ~ I ~ v ~ v v V A 1 / F V A r ~ III ~ J I 1 ij OS49-35-8432 KRG New Hill Place, LLC 1.29 AC. CB Town of Holl S nn s . ZONE CFSt OF THE BUFFER MUST BE COMPLETELY UNDISTURBED, NO FILL 30 S. Meridian Street, Suite 1100 y p g
~ \ ~ • l I ~ V ~ ~ ~ ~ v \ ~ \1 A I~! ~ //i' V A 1 ~ 1 V~ v \ l l~ I / III I 11 MATERIAL IS TO L38 N 18'32'15" W 25.06' L79 S 42'1713" E 56.12' i I 1 ~ _ / ~ ~ \ \ \ v r ~ ~ ~ '-3/ ~ : A A \ I i ~i l/ ~ ~ ~ / / ~v / / A 1' V v V I I I I ~ l / I 1 II 1 MATERIAL IS TO BE BROUGHT INTO THE CFB1 BUFFERS, AND NO Indianapolis, IN 46204
\ ~ / ~ A \ v ~ v , ~ `~v V 1 1 I , , / / ~ v 1 I 1 / _ fv v .a. ~ I ~ / l f 1 1 STRUCTURES A~ L39 N 11'68'13" W 8.26' L80 S 3716'40" E 47.67 I ~ A v ~ J I « ,1 / ~ y; A A 1 I \ / / / I / J I ~ \ \ \ \ \ ~ 1 ~ I J Ili.. \ / \ I i / / / / r / ~ \ \ \ ~ ~ 1 , -v 1 I ! ~ / / ~ \ , T I \ / / APPROVAL FOR STRUCTURES ARE ALLOWED WITHIN THE BUFFER AREAS UNLESS SPECIFIC KRG New Hill Place, LLC APPROVAL FOR IMPACTS (S OBTAINED FROM THE TOWN. GRADING AND 0649-35-6359 30 S. Meridian Street, Suite 1100 0.55 AC. CB Town of Holly Springs
L40 S 11'08'13" E 50.05' L81 S 34'12'09" E 48.48' 1 ~ ~ \ ~ ~ \ ~ ~ \ ~ ~ 1 I Illy / / i \ \ ~ / - ~ \ ~ ~ 11 \ -~i / /i / ~ / / V A ~ A~ 1 ~ 1 / ~ ~ ~ / a \ \ \ . ~ 1 I//, / / r i / / \ \ \ Y ` / / / OTHER LAND DI L41 S 11'0813 E 150.02 L82 S 3301 49 E 46.16 I 1 I \ ~ \ \ \ \ \ ~ \ \ 1 \ I ) I ~ ~ _ \ \ ~ / ~ ~ \ \ \ i 1 / / / / I ~ OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED IN CF82, HOWEVER Indianapolis, IN 46204
- ~ / / / ~ _ THESE ACTIVI E v v v ~ ~ A I f )~~i: ~ i / ~ A \ 1 A/ / / /rte ~ ~ ~ v A 1 '1'. 1 / / i/ ~ v 1 ~ ~ r ~ a A / l / lire,. ~ ~ V v v v v } / I I o/ I ~ ~ ~ EX C~.P~ ~RfiY-~U~j E 1 1 1 / / / ~ ~ \ ~ \ \ \ A / / ~ ~ ~ PREVENT DAMA( THESE ACTIVITIES MUST BE PERFORMED IN SUCH R MANNER AS TO PREVENT pAMAGE TO ROOTS OF REMAING TREES, TO MAINTAIN THE KRG New Hill Place, LLC z
/ / ~ v v i I 1 / l / ,1 I / //r ~ VA\ \A•~ / ~i 1 ~ - FUNCTfON OF T / / / ~ ~ \ \ \ ~ 1 ) I// 1 / ~ ,~f1 FvA~1 Ij I~'~ ~ I~ b.-.i\V I FUNCTfON OF THE BUFFER IN ACCORDANCE WITH STATE AND TOWN OS49-35-5577 30 5. Meridian Street, Suite 1100 0.43 AC. CB Town of Holly Springs
i ~ \ i 1 /i/ , ~M~ / I ~ ~ / ( ~ ~ ,1X\\ \ ~ \ I \ \ t-- .REGULATIONS, / l ~ ~ ~ ~ I I 1 / /i i. ~ / III / I 1 ~ "vim v v A V ~ v` - ~ ~ .REGULATIONS, Indianapolis, IN 46204 0 ~ , Kite Reolty New Hill Place, LLC
l / / / ~ ~ / i ~ J ~ > / / ~ y~ 1 ~ l50 CARDINA / /v v / N.F,r //i// ~r~ ' ~r / 11111., ~ ),l / I v vVV 1 1 /1/ ~l"; /~~v~ v\v l50' CARDINAL EXTENSION PORTION OF 30 S. Meridian Street, Suite 1100 24.66 AC. R-MF-15/CB Town of Holly Springs ~
/ / r / ~ - / / r/ ,F, ,i A I I lr. J ~ \ ~ - ~ I v KkTE/ FJSL / / / 'Cfi 1 ~ ~ I ~(~IiPANY LI / / - ~ ~ A ~ A v 11 / / / ~ v v / / ~ ~ /iii/'~ / ~v0111~1i1t, \V ~ v v A I1 /i / ! vv ~ @~/ / / hits P~1C %LI~C',, / / ~ ~ ' 1 / ,~y// / r/- 1 I l ~ ; ~ / ) 1 -v v v ~ ~ i / ~A~ MENT I I1C1fjMPANY, LLC GAS LINE OS49-36-8215 Indianapolis, IN 46204 ~
//i : v 4 ~ / ~ ~ /1' v A I I I 1 / A ;r v 1 E E / / v` ~ _ ~ 'D:B' &.aG',9'/r///// ////r~~~ /j/ / //~yv 1I I I I / / - ~ 1 / / ~ -~v 1 I I / 1 1 / a~'~ 1 ~ c~ r ~ ~ / / _ - 1 v A 1 f ~'AI~~MENT d
1 / A ~ //~.kRAC 6~~/ ~ /0--- I IIII illl / / X - \ \ \ I I i ~ l ~/i / ~ /v ~ 3~ ii/ r /,f 4,v / 1 ~V { I I ~ / / ~ - 11~ I I 1 ! ~ ~ I) l / 1 I /i/ ~ / / v A 1 III / /I Uj ~
/ / . ~ _ I ~ v,~ ~ / ~~d.-"may ~ ~ / / ~ /i~ / I ~ . ~ / ~ ~ ~ Iii v~ / / ~ ~ ! 1 1 l ! I I / i I I I (wv~--------;-= f~.=~ / //i l ~ 1 y~~///i /i / ~ v II ~ JI, / / : v--'__/l I l 1 ~ 111 ~ I 1 f ~ / / l i ~ i _ - _ , ~ / / / ( l`} , 1 1 ~ ~ /j / / I I ~i , ~ ' ,Y / / _ ~ ~ ~ / i I ~ 7 / l ~ I / - ~ ~ i I ! ~M '~~!/i1 1 /i /i~ ~ v J II I f ? ~,~1 / /t-_ ~ ~ 11 ~ IM ~ i il~jl ~ll I I / ~ z o ~'II I~ °
~ - } ~ i II 1 iv ~ r_r--,.^ kJ I/ ~ / i,~ll i %+yl i / / vv` i IIII / / I i 1v f i ~~vvv~ ~ ~ ,F 1 ~ ~ l I ILCu rr 1 l ~ / ~ / 1 1 (l l ~ ~ i ~ I I I / \ ~ N
H LLY PINGS SHOPPING F \ \ \ ~ A / ~ ~ - I I , ~r; v / / I ~ _ / o sR , \v'/// l1 v ~ ~~,.,~trrf~ .768=..~ v I 1~t t j I / ~ _ / ~I I Ii ~ 1 \ e I ~ v\wAv~ /i/x~,'r.; ;~~1 ~.1,/j~lJ 1~~ ~ 1 I 11 1 j l1 ~c A ~Z`~ - } I 11 ~ CENTER, LLC ~ ~ / / _ A ~ ~ ~ SIAI = / - a ~ t-,,/ ~ , ~ ~ i t ~ I I 1 ( / ~ { t I l / ~ / / J l A \ (r ~ ' / / i
06 3781 PG 241 1 A 7 f I \ vv~~ ~ v~~ ~1~F /i ~,:i/~ ~ (I I ~P f , / II iI r v i \ ~'\~v~ / / 1 vvv'// ~ ~ \ v ~v A ~ . ~~~_~~.-Ilr ~ 11 Ii f I,~„ I; 11 f JAI / - / ~ \ I I vv ~~v A\1 ~ \\VA I l I~
v ~ v~ \ / i 1 1 I ~ ~ l LOT 9 v v _ ~ J ~ ~ ~ v~~~ \ ~ , ,~'1 - l II s v / I/ v_J 1 A~, V 1 1 BM 2607 PG 178 1 v ~ _ / . ( / ~ v \ ~ 1 N _ / ~h ~ ti ~ ~ ~ ~ / / \ v v ~ v A \ ~ 1`~((/ / { ~~~v~~~ _~//I 11'1 1 } , vvw ~vv v l 1 1 l
PIN: 0649.01-35-5577 V 1 ~ / ~ ' ~ ~ ~ 1 1 / , ~ ( / / / ~ I I i~,' ' /f / ~ ~ ~ I i \ v~ VA~ \ VAVA \VA \ \ v ~ • ~ > I i 11 ~Yv/ ~ 1'~ l 1 / 11~ II / / / ~.~c. vAv ~ ~ v v \V ~
ZONING: CB v _ ~ E I'STi G PROF?ERT ~IN ; w` _ I J / / ^ . / y \ / I \ \ \ \ \ / 1 ~ / ~ / / \ v / / / - ~ ~ LNG Et~FER~ j0 / 1 / 1 ~ 1 1 ~ / / / I ~q( ~ 1 ~ l I / ~ / 1 s / . w~ / ~ I 1 1 1V A V 1 1 ///J/111.1, N '1\ VAVA 111\ 1111~~~~==~'i/ ~~//i~lj i~l 1 U ~
v ~ , i I . ~ ~ //r/i/ / ~ / / A.~,; ,~Y / ~ / /i v 1 111 II ill , / v / / / 1 1 ill~l ~I 111 ©v v v e I i t r ~ . ~ - ~ l / ~~,.,.rj l / ~ I I I v ;w ~ ,,J 1 / ~ v/ //~~vv w''~ ~ f I1 J Illll~l 11~1~11~11111~~~-~~~B~rk~CJ~T(~f~Yr~X~~EN1\ ~ W ~
v v I I I ~ ~ ~ / / 1 r 4 v 1~ ~,I~t I / 1 1 1 111 \ ~ ~ ~IJ A t V / ~ r / - v ~ ~ t I i I v - ~ _ _ ~ / l ~ 1 I 1 / / v I1 1 ~ 1, ~ 1 I i I ~ / / v v ~ / / I / 111 I \ ~ ~ I I 1 1 A r\~_- / v L~,ti, /r ~.,v\ l/ \ 111 ~''~~~~i~ II 1} ~ v,_. ~ _~//rl 1 1/ 1 II } J 1 ~ r,, - ~ ^ _ / ~ ~ ~ 1 / / A 1 111 V 1 i i ~ ~ ~l II I I I / / / / v ~ / / / l 1 1 111 / NI I ~ 1 11i1 1 ~%'"j~~/,/V~~~~\ ~
1 I I I I v i r ~ t o ~ 11 \11 k vv A i/ I ~ ~ I ~ / / 11 ~ ~ ~~1 ~ ~ / / 1 ~ f i J i l v. f.~~~.,_-,.~ , E~ _ ~ , ~'t~ f 1 / 1 1 I 1 1 1 1 . i ~I v \ / / / v ~ _ / J 11 I l ~ l ~ - , } I I I ! I ~ I 1 1 \ vv /r - .LI i I .~~--~.-~='r-=- ~ w~ ~ / ~ I ~ 1 / ~ li 1 ~ v / ~ r / v III~~//l~~/ / / ) 1 /`~-;~/iii / ~_-.A~~1 ~ ~ / / ~ ~ / / ~ ~ W
I i II - ~ / / ~ ~ l ~ / vv• ~ ~ \ v v ~ / ~ v v / ~ ~lll 11 ~1~:: / / II I I --~.!~r= ~r / i~v A~li.,,;~p I ( J~ vv tl IJlI / lI J i 1 ( I1 .vvv A ~ /~~vv vv /~l/ ! t ~rl I 1 / III, = - ~J; ~~i ~~.r--~~~~ 1 111 1 / l 11 ~ \1' I V~ v v~ vl 1 ~I/ { vvv__ / / ! l I~ / / ) \ ~ ~ ~ 1 / j / / l l: ~ - ~ A 1,I;¢ I 1 1 / 1 t' (f / / / //1 \ j ~ v \ \ V / r/ ~ / „ v~ v ~ -1 ~ - / I I M - , , / ~ / ~ v S° I / ~ ~ , ~ ~ / / V ~ • ~ l f i ~ r'~ ~ \ \ I / / v ~ / / / / 111 l ii ~l I ~ , I I ~ ~ ~ ~ ~ , 111 I f da /!IlIJI~ ~~'i III 11 1 , ~ ~ O
/ ~ ~ 7 / / _ ~,v~-~~ ~ 1 t; ~ ~ I 1 I 1 / ~ ,l' ~1 t v v v / ~ _ vvv v 6 ~ / ` ~ I l 1 / i l/ / ~ ~ ~ v ~ ~ / / / ~\1 1 1"~,~ ~ 1 t I l ~ i~I~PEI AFd ~ ~ G/ ~ ,r) / \ 11 ( I ~ v~ y rv _ / //l/ II "/11/Ill ~i _ ~ 11 ~ i ~ O ~ I III \ ~ d, ~
~ ~ / - v ~ ~ 1, , i~i~ 1 J~ 11 1 1 / v~, ,1. > > 1 I V \ r / ,Av ~ v~- ~ ~ I/ ' ~ 1 / ~ ~ v ! ~ ~ I '~l / / ~-vv 'y i 1 J Il 1R ~ ~ T~( ~3` 11 ~ I I \ 1 v v~__-~ ~v< v v / ~ ! ~l II - / ~ . - } / l / / _ ~ /i _ 111 ~ I 1 E t~ IBU~ E v I I / vv ~ / l / I / ~ ~i l / ~ / = _ ~ v 1 1 ~ r~ ~ / r / v ~ I I (~l 1 ! / \ v1~ / / / / 1 I 1 ~ Vv ~ c~` ~ A ~ / _ _ / / / / / / / ~ , ~ ~ ~ ~ \ H
~ / /i.~;~ 1 l l ~ / _ ~ ~ , , ~ - 11 V 1 III I JI \1\ ~ v ~ ~ ~ 1~T~~k ! l I / 1 v A ~ _ / AV /1 v / / . ~ / / III A I}I i If Ii 11 ~ \vvv. v ~~I y, / / / Avv\vv\ \ v ~ vvv ~ ~ /~//i r /~f ~ .'~~l / r - d 1 I,l~~ ~ 11111) I I I / Avv ~ v l v l 1 1/ / / / v A \ v v~~ 1 /i/i~/ 1 ~ / ~ ~ - - - / L l / \l 1 I I vv v ~ 1 ~i I v v v v v V A ~ ~ / / ~ / i~////////~/// ~~~1 r-~ /ii~~~~~ ~ \DB\5~4 i~Glllb/j%~==~ 1 a ~ ~
I / / ~ , r/~ / / _ I~ I l v v v I / v / i. ~ ~ / ;~i ,f~ ~ v l / . / / / v \ II 11 I lJ i vv V I ~ I ii I I / ~v \\V 1 1 \A v~ ~ 'i// / I ~ / / / / ~ ~ ~ l~// ,;L , / I 1 I I I IJ vv \ 1.., I I v v V ~ 1 ~ I i 11 ~ vv y ~ \ i ~ ~ /
( / ~ f / //r ~;I- ~ v l , / v I J i 1 i i y v vvvv \ \ ~ J l 1 1 1 ~ /~A ~ ~ ~ ~~/i/ / r / l V~ \ 1 t I I i ~ I v V 1 J 1 1 v v v ,r v III I ! \ v ~11 ~ ~ I ( / v I 1 ~ / v / / i ~ 1 ~ ~x / r / / J } 1 jl I I v \~A VA rl~ l ~i i 111\\ \ ~ V / / ii / \ 1 1 4i///~ \ / / ) )i ~i! //i / / ~ ~ I ~ 1 1) II I ~ v vvA VA 1 1 11 to I Vl I I v I J I I 1 A ~~v~--//~ A~._~ ~ /iii -/i,' V ~ l ~ . i / ~ ~ / / i~,ll 1 I^~I / I I~ 1 v . v VA A 1 1111 . V I I ~ I 1 1 1\VA v~-. yv_~ l) 1~;: , '~i~//// /j~,~ iD~~r~ _~ti~ ~ \ V A III ~ ~ v ~ A I \ r--r W r~
\ E ~ ~ / / I l it al \ ~ ~ V ~ 1 1v'~ 1 \ ~ i lei 1J I 1 ~ vA ~ i i _ A\ ~ / j I// / / / / I 111 I f 1 ~ y v 111 ~ 11 V1 / ! / J / I , / / 1Il J i(1 ! I f / A11A V 1 A 1 1 I / Il~Ji1i ~ v-_~ l ~ , ~i~l~~/` ;,~/~~/~d ~ I \ 1 ~ I 1 I I~%%/////// :A`~~~~ V11~,/ ~ A \ \ t~i ~i f-+
HOLLY ~ ING~ SHOPPING / l / / / / I ~ I 1 V \ ) I I / i _ :l / l~ l / ~ I !il 1 I I ~ I ~v 1 1 1 I ~ 1 _ r _ A 1 ~ 5r / I 11 1 ~1 1 1 I I 1 1 1 ~ k / I I ~ l 1 1 l _ `G LC6 ~ ~ ) I I i / I J 11 I./, ~ I I I I i 1 VA 1 1 i / ( ~ i ~f F ~\~r:, . =I ~i , 1~~~ / / } ~ / I I ~ I1 1 v \ 111 \1 I ~ d I ( f I t Jl/ 11 9 ~ _ F ~~.~li~l~~~~%/~~'1~~~~~1/~'_~~~~~,V~~I~i/~/// ii/%~l>lll/'`~~ ~vv~~~A~II1~ / II ~ ~"r ~i ~ ~
h ~ I II / II VA V111 I / ~ / ~ - - , / 1 1 ~f l / r 1 I 1 / i/ DB ~ g6 P 141. I _ 1 - ~ / / ' ~ \ ~i r - V III V I V \ \ 11 \ \ ! / I ~ / ~ / / - ~ - < - ; ~ v~ Ct ~ _ } f ~ / { I I ~ 1 ~ ~ ~(I l~ 11VEh'LAN ~ f I ( / ~ _ - - ~ C 1 1 A I l / / / / / l I I 1 l 1 °a ~ v V \ 1 1 ~ ~ i / 1 l l I ~ - ~ ~ vv BM~~ PG 57~ ` f h, l~l i ~1; 1 / / ~ I II 1 ~ V ~t\VA 1 1 111 Il l / _ / ~ \v ~--_..,r ~ ~ _ -r , ~ v , 111~~ \ oe-_ _ / HeLtY s~RINCS1sHbq~ q I p 0 ~l I l l / A \ 1 1 I A I 1 ~E T~'~)1 V A t ~ 1 1 1 1~~v i ~ } ~ I / 1 / 1 / l//~/ <<vv ~ / / / ~ ~ v i / fr.r ~ ~ ~ ~ ~ / L~ I / ~ I \ ~ ~ 1 1 ill I / / v \ w v a / '~1~~ 1"~/-~v ~''v Ilt I ~ 11~ I1„~~////// ~vv v~ ~~AI 1111 I / / ~ ~ Q' T!~ ~I// 11//~~5~ ~ 11 ~i~ I~ i i / ~l/ v ~A\111 ~ ~ ( H
PIN: o .~1 ~-T6i3'S9 ry 1/ l ti 1 111 c ~ ~ \ v ~ ti: ~ I 1 ~ CEN , LLB 111 5 / ~ A \1 I I Il I I i I 1 111 1 Il V II ~l l wvvv w J/ ~ 1 / ~ i I t ~ / 11( I J} / ~ _1~I I ! ~ \ 1 i V l' I l / v vv A Vv ~.,~:-V~~. ~ v I. l~/~ / 11 1 / I I I 1 I~ 1~ II { it C v.A / v v t L7btll GB ~ ~ F 1 ~ _ - ~ 1~ I 1 / ~ 111 I ( 1 1 I t I I 1 ~v ~ / . v A \ \ 1 , ~ / / / / \ , , ~ ~ LEGEND A
~ v~ / DB 1T64tl ~/1.;~~ ~ I 1 ~ JJ 1 1111 II I 1 v ~ vv ~ A ~ v v v ° ~ 1 ~/I l ~ I 1 I 11 ~.I I i~ 11 1 1 ! .1 l~\ v~ ~ A V ~ v v~v- - 1~/ -~1 ii l ~ ~ 1 I I I I i ~ I ~ t o ~ ~ ~ vv 1 ~~-'vv ~ , 3 v 1 1 / .r- I . ~ 7 I III ! ~I / v ~ v l / ~I ~ • - ~ / 1 ~I I 1 ll ~ I I l1 / ~v ~ ~ Avv\\w\v - L U1
v v 1 vv\ v 1 r~ , ,r r I I 1 II I IiI J J 111 ~ i l I I / v v v vv v,v a v vvv 1 i// ~ vv v A~ V`440 _ _ BM ~00 ~ i l I I J I P \ v \ ~ I ~ / I / ~ ~ - _ v ~ / / ~ ~ \ a f ~i t t I ~ v } v 1 I v \ ~ ~l / / 1 1 I 1 v ~ / - ^_,j } I r v 1 II 11 If 1 I ~ Iii ! 1 II// //r A I v ~ ~ PIN.v069. f ,~y/// ~ - I I Il JI / ~ ___i I ~ ~/~J//, A \A vv 11V~)1 }I U / / 1 /..vv v',~1~~ ,rl ~ ~;!'7-, 1 l~l/~ i' 1 I~l I lll~~~~ll//.~ ///~/ri ~~\~A ~ ~\11~\11~~~~__ ~ ~ ~ ~ EXISTING IRON PIPE Z ~ O ~l I~ ~ ~
1 1 ~ v \ `v ~ ~ ~ / ~l i I ~ I Ii IIII %--_I I l i 1 ~ ~ I l l/ 111/ _ 1 1 A l \ 1 I I ll / \ 11 i / 1 A\ ~ ~ / v { / - ~ ~ ~ ill,/; ~'r /i//~ IJ 1) 1/ r/,^-__ ) / / / J' ~ A V ~ v\ III 11 ~I~//i/ ~IIi// \ll ~ >~L v 1 l l l . / _ ~ / / / a-_.. ~ / ~ / / ii y,-1 v / i / ~ ~ 1 111 \ _ ~ ~ ~ ~ • IRON PIPE SE7 ice- 111 1) I! ~ / i ~ ~
v I ~ / ~ ~ ' v v v ; j I , / / / , ~ , l ~ I v ~ i I i I { r / I t x l , ~ ~ v l l ) r / i 1 1 1 ~ / ~ i I I~ I / I //l, / / i1 ri / / ~ ( v 1 ll1 l Iti ~ III / / VlIJ f ,~.~~1/fI ~ I/ 1 l l rf / / - / / / / vv li ~ 1 I I ~ A J~ ~ v / ~ /I ~ vv v__----. v \ i 1 (!I _ I II1 llil / /ii/~. ~ / / ~ „_~J) I { I ) 11 / T IJI 1 ~~r~,~Jr 1 / ~ , 1~ ~ 111 . , / v ~ I I I I( I j,iJ {i ~ ~J~) /i'` ~'VII„ ~/~~-gyp--~ f I ~ ~ ) I ~ v ~ \ I ~ 1 III ~
I ( \ - i 1 111 I I / / ~ ~ l ~ I l - / / r// ~,v I /I / 1 1 } ~ ~ I / I 11 ill I / / / ! / / 1 / /r ~ Ii ~ / J~~~; ;;~~1/r v 1 G/i/o;~^ A v ~I, / /l~. I(~If//di l~i V I I I ////~1-~' ~ ~~~v~vv ~ R/WMONUMENT 1 / I I ~il ll I I (W~ ~ 1 I I / II/ I I V \ ~ ~ BORE HOLE
I ~ ! 1~l 1'. / / / ~ / / / / / A l I f ! I 1 / / I1 / 3 CAPEvF~E / ~ 1 ~ ! I I l , i ~ ,l, lI / f r ~ _ } I l ~ / - ~ / / / / / vv I / / / I l I r 1 f ~ ~ ,,15 T ITY'EAS~M~ENT 1 I l~ l ~ l ~ jll 11 I! ~ / / / r/i A 1/ I / l l i ~///v I I l/l ~111~-~ ~'1 / 5 O`APE~F~E~ R~IF~ 1 l 1 - t~ 111 ~I 11~ I ' ~ III l ~ A A \
v ~ I I / 1 /l I 1 I I I ~ / / / / / / ~ AA 1 JI 1 / lllf(/ ~ ~L~v / I~7~. ~ ll~ ,;t~I~SJR~~ I / ~l / 1/~ 1 1 1 I ! / J l / ~.fi ~ r//////r ~l 1 1 1 _ l v~ v ~ I t / I f II l / / A \ l / !1 11 II f 11~ vv 11 ~ ~ ! i,/' i - 1 1 1 / / / ~ 1 ~ 90" l I// f 1 \ \ / I / / I i ( 1 / ~ Hi P ce L / / ~i ~ A 1 I 1 / 3 / I ~ l l l ( / _ A~ 1 1 I l ( 1 ~ ! I (fY ~I~SJR1zA ~ FE l~/, i 111 Il r I ~ \ I 1 ~ V A \V~~ :Y ~ ( /~////~////~,/j`-•~ lil 11VAIlt~ I~ I ~ IIII~{~_~-~~ ~ 1 V 1 ~ SANITARY SEWER MANHOLE I A VA ~ ~~v~~,~~1lll l l l i / I I f l l 1~ I 1 1\
v XI TI G L~A1VC Ai ( II/ - I i ~ ~ ~I l/ / / ~ _ v / ( 1 ~ \ ~ / , ~ ~ ~ / ( 11l l / 7 / / / , / 1 1 J l l l ~ / / _ 11 \ Il l ~ 7 I I v /I I ~ I / ~ / ~ 1 / 1 ~ ~i _ / / ~ 1 ~ 131 . 1 / 1 ! I ~ 11 I l~ / - \ 1 IiI 1 1 lt~ / i / / / 1 I ! [y / / 1 ~ I l ~ ! \ ~ R A / F~' ~ Il i I J J l I 11 /ii/ / / v1 1 l f I i vA 1 \1A - v 1 11 1 I V ~ I / / / r/; I ( ~ ~ ~ © SANITARY SEWER CLEANOUT II I ~ ~~,y/.Ga: \\1 'w 11! Ili\ 111 1 l\
11 l / / i Il 1/ ~ I l /i 1 1 ! ~ l / ~ i:;~ / \ / ~ 1 / / / / /j, _ u l vV A 1 I I ~WETLA'RID51 / / / / / CT 1 /i/ ~ / t 1 1 (I 1 1 f l ~ I I I / VA~ V v 1 l ill l} 11 1 - _ A 1 ~ / / / l! ~l / r 1 1 f ~ iI r --~v\ ~ 1 A~ 1 I J:~ / / 1 5fORY oD I / / / / , ~ ~ ` ~ / ~l 1 f / ~ ~ 1 I I i A v f / / 1 I ~ 1 \ ~ / / / / / / _ ~ 1 I I / 1 / / / B: r~E. 20 , P~. 13 (V / / I l 1 / 1 i / / 1 / / 1 T~' / / /l / I I / / 1 r 1 11 I \ i i i I ~ ~~1 I~/i / / ~i ~ ~ I ~ ~ 11 I ~ t v
^'h /FRAME Dw N ~ l / ~ r / _ A I I ~ ~ \ / / 1„ / / / / ~ 1 1 I f ! / / / _ A V 1 1 1 I .1 ~ k~ / / 11 ~ \ 1 ~ / / / / l / f ~ ~ / / / / / N0. O6 .Oh-~5~-3'9~ l / / ~ ~ ~ 1 ~ 1 I ~ I 1 / i / _ ~ ~ r ~ / / / ~ I I~ / 1 1 1-/ ~ \ 1 1 ~ I ~ i 1 /l f ~ ~ 111 I 1 / 1 ~ l 1 / ~ 11 / 1 i _ / ~ \ / / i / / ~ ~ ~ 1 i 11 I I ~ 1 1 IIII 1 / / / / / 1 / ~ ~ ~ 1 I I 4 1 / ~ / / / l 1 /J I i I / ~ l l / ~ 1 } ( I i 1,, _ ~ I 1 I / / / NI~ :V ~ A / 111 I ~ ~ 1 v \ / / /jIA,~~~,, f~~~v, ll~ 111 1 /~~v 1 A~ \ 1 t I 1 v ~ ~ WATER VALVE W
/ / / ~ .4~,. _ ~ f / / / / ~Z,O G q61 / / ~ . / / 1 I J / / 1 10 1 } A~ I `~l I / l,, ~ 4 1 ~ / ~ / / 1 / 1 1 ~ ~ / / ~ / ~ ! i I l / t~ ~ / ~ / / / 1 1 1 ! ~ I ~a AA / f ~ I ~ / I/ / ~ / / ~ 1 _ ~ v 1 I I 1 - ~ v / v~EL~iods~/ / l I/ll/ GQ' I 1111 I i 17//// / / 2 l l / / . ~ I 1 I / 1 1 I I /i / I fj 1i ;i/r/ ~ ~ I 1 / lY, - ~ r / ( 1 Il / - ( 1 I / 1 - / I o / / / 1 v r/i / , / / i I !l / / / / v 1 , / , / l 11 ~ , ~ ~ I 1 ~ I ~ I ~ / / / 1~/~/i ~ \ \\~I I I l A v~,~~,_ vA\ 1 1 I ~ 1 J 1 ® WATER METER ~ ~ I / / l r' i ~vv I III ~ ~ ~ ~ ~A 1 I I / i
I 1 / / /r 1 1 ~ / f / / / r ~r//~ r~ I l 1i/// / / I N I ~ 1 1 I J / /11 ~ r / l / / ~ / / ; ; - d ~i ~ v .AA 1 ~ / 1 I I I I I (j !I r// / ill { 1 1 l / ~ I SIiIIN~I ~TL d,8 / / / / / / \ _ / 1 1 ~ I I i/ f / / I / ''l l// ~ . , ~ I / /,t ~~V / / / / / N / ~ I / / V 1 I I I /1//!: ~ I I Ill ///~ilt~j~,,~/~/ii v~vv~l III~~I/ \11 1 ~ ~ / ~ FIRE HYDRANT ~ 11, 1 ~ I 1 f I / / v~ ~v~1~1 I I i ~ A 11~ 1 I I I tiYo
v v ;v, / ~ //I /j/ I~/1 /ll/~/ ~ I 111'-flfl~/i /i/ / ~ 1 1111 Jii / vAR ~pIU11YPl)I 111/~/ / / \ 1 J { i III ~ ~ r~'! / ~ ! i ~ HAD / / ; / I l / ~ t / f ~ / / v v / ~ 1 I t ~ //i/ ~ ~ / / ll ff( 1 /IIl / / 1 I J it //r ~ / I I I I I / r i Iiil~l l / 1 1 0, / ~ ~I I 1 III ~ 111' / ~ / 1 -,1 I / I I I I / / ~ M / ~ v I l l I : ; , , / `EX1~TaN W TL 1 I I / / v 11 ll//~/l__1!/~///i~~~A\~vlilllll~/- v~I1 1111/~/~~ T ;`EXISTTN W~TLA ~ I Il V ~ l/ / / , A~ \ 1 ~ V 1 ~ III 1 I ~ ~ ? TELEPHONE PEDESTAL
,~j/~ / j r r v1~1 I l / / v ~ IIi / ~ ~ / / / / ~ / ~ 1 iI col - ~ / Il IiI ( - - \ t I 1\I////r'/'-- V I I I III 1~/ / / _ I If(I II f / ~ I 1 ~ 1 ii} V1 ' J;. / i / ~ vA\ \I v ~11 I l / / r / 1 I I 1 ~ ~ A 1 I ~ / / / I ~ ,i~ i I I _/i~~/ YP}J / / ~ / / iI / / _ ~ 1 ( ~ f / / ~j 11 ~¢~ll III I~%- l ~ ~~vv \ 1 1~ ~ I I I~ 1111111 ~~~t~`'fYP}I I ~ ~ 1 y ~ 11 i/ / }`',~V~ ~ V A V ~ j V 1~ I I I I I 1 ~ T TELEPHONE MANHOLE 1 llll lll~i 1 1 ~ V 11 1 III
a ~ 1 I / I~ I _ l / ~ i / / / / ' ~ \ ! I J j I ~ ~I l 1 V I I I / / / , - 1 I i I i 1 Il / 1 IIII i I / I 1 I / / ~ ~ ! I / l ; ,~5~ / / I ~ . 1 \ \ I ~ / / - ( 1 1 / / 1 I / / / v ~ ~ / //,i A l l b / ~ 11 l / _ l / I ~ / / / / ~ i l / l l / / I I ~ I I / ( ~ / l l ,ti , Ll. / / `~i9- ~ ~I / l~l //I l / v 1 1~ > >1 \V A~ 11 t1 ~ V1{~ I) } I~I l I ICI I I I /~/i I l~ I 1 1 1~ 1 1~~~,11V A I\I 1~ ~ I 1 I I~11 I I I II Illl E~ ELECTRIC BOX
/ 1 ~ . ~0-- vvA U ( / vv\\ .I v I 1 JiI l/~ / / i j I l 111 //l ~ 1 I I III 11 / I I ( f / 11 J / ~ ~/j/ ~ v 1 ~ / /1 / / 6~ _ / vAv 1 I 111 l ~ / I t JI / 1 I ~ I I 1 1 / l ~I 1 _ . /1 t! / / v v ~ I »l ~ 11 l i ! a~ _ v / V ~ / 1 ~ 1 r / l i ~ f/ 1/~ - / I / / 11 / / I I ~J I ~ ~ 11 / / ~V\ ~ j I~I111~111 / \~$j'OPLIA$E¢JEN1~Wii 1 i-t4`~~~ I I 1 ~ \ ~ III I~I ~ Ill1~1111~'~~~~ ~ LIGHT POLE ~
I ~ a. Ill / ~ ~ , ~ / / v v l / J 1 1 1 ~ / I / ~ / 1 , / / ~ / ~ _ 1 ~ / ~ ' / l / v 1 / 11 / / _ v I l ~ 1 1 \ / / / 'w l i / / ! 1 I l 1 I 1 1 / / I 1 / / / ~ I - ~ / - .11 1 I/ / / _ - l ~ IS~R~~i.~i~-E ~ A \ I t / A\ / ~r- \ ~ l~ / l / I i I / / / I / I~ ~ / / 1 - . 1 ~ ~ ~ 2~ v l I i ~ v ~ / ~ v \1 / / } I / / 6 - ( \ 1 I ~ 1 1 / V i I I ~ / . 0 E/ S V- v I \ I 1 Ilii~ 111 ~ 1 ~C~143111 ~I I 1 ( ~v I I ( )II l ~ 1 II ~)III~' 1,/ A 11/~1~~/ 1 I I l I I I ll
_ _ 1, ~ /i / a~ v VA i / r v ! l \ / J l ~ / l / v 11 II ~ ~ _ ~ ~ i R ~ ~'Ti 1 i / STEVEN EUGENE ERNE -r I ::,,,~o;~°~~~ l / A E l ~ ~ ~ ~ VA1\ / / l ~ A `(`#~di~ ~ I ~ )t ~~k`A~'~ ~ , , ;1 ~ ~ / ~ , , II ~ ~ IJ , v , /1 l ~ ~ ~ , v J I l 1 / 1 11 / , 111j I I ~ 1 . ~ /14,31 V 1-I J \ 1~ 1 I ~ / ~ / ~ ~ l l It ~ =~~%-•ir 1 / / / l ~ 1 I I I li ~ 51,0~~ ~A ~ V 1 A \ ~ 1 I { ~ / ~ % i ~ POWER POLE V 1-I I / Ir/ / A ~ ~~y/ VAS,/~~•`'-- ~ 1111 fi I ~ '~'~~,p~, V
DB B562 PG 89 l ~ ~ / HO~+S- R~ ~ v / .-fi \ Vv / / I 1 ~ / 1~ ~ vA\ / t l C I ~ 1 / v i _ / l tSP SE~iC~N ~ ~ v~ / ~ ) I l / / v v J 1 i ~ 1 1 ~41 11 ~ ~ 1(~ ,f;%,=:; I l I _ / , I ~ ~ ~ ~ / ~ / i ~ 1 I / ~ / J I 1 i , ~ I / 1 1 yy ~ I v / ~ yv~ t I ~ ~ r 1 ~ ~ A r~ l I PIN: 0649.03-4 =~6 1 ~ AB`eb9~ 9 I / ~ v / i / V ~ 1 ~ / / / ) ~ ~ ~A~ ~ v 1 ~ I I I ~ ; ~ i I 1 ¢ I \ I U / I I YiH ~ A ~ / ~1 ~P-6 1 1 ~ / ~ I ~ I 11 / -BM"1~ \ ~ ~ ~ ~ v / J I ! ~ ~ / / V i 1 11 I / / mac. / 11 \ \ V A 1 1 1 / ; ~ , ~ I J 1 1 1 1 I I / / / / 111 ~ I/ ~i~QB~ 8~3 41 N~ /tft3~, ~ V / ~ 1 I I>I I f / li~~~~!~ CURB INLET 1 ~1 1 f ~///I /i A 1 ~ ~ \ ~ ~ ~ %,l I ~
ZONING:~OB / ~ / I o 1 I l \ / I l I l ~ I D OTR U T i , v ? ~ r V ~ i I l I III 1111 ~ / ~ / ~ ~ ~ 1 I r J 1 1 I I / ~ \ I l l l ! o / ~ .2g fit.- I ~ l I I I ~ ~ 1 ~ h~BF' / / \ ~A j'.,, l-;'''• / ~ - MGM Lip ~ ab ! 25o-m'=~~;,; ~ ~ ~~~~s<~S ~ I / ~ ~ © STORM DRAINAGE MANHOLE
I / DB X99 P 42Y ~ r.- ~ A - - - 1 I 6 11 ~ l1/I ~1 / / P-4N~ O~fi49.t?3 x'88 T / / / - ~ G- ~ ~ / 1 ! I I / 1 / /i ti S _ -=-.:---~-J _ 424.22= _ / < - / - - - - ECLAIM / / ' 1\~// / /PAN: 0~49.LU=45-~2~6' I ( I - Y - - _S ~ I`-, _ ~ - 326.STi, ~9 .i1y ~ !1 --J ~ ~ ; E~•,~ ? YARD INLET z ,
~ ll ~Jl ~-'`Z6NI~G. / ZONIN4;_CB~ I 1 , _ . ~ ~ - - _ \ = ~ r \ w -~i~ l ill 1 - _ - - ~ ~ - E~, / / ' \ 11/ / / viii J - =y;~_ `'_~-ram-=ate>~ =4."= - _ - - -F==F-- - - ~ - _ -
~ ~ { l_, I / ~ A \ 1 A ~ / / / ~ . = ~ - - 7 / / - ~r t'!r ~ r T ~ n 17` r-' / ~ / ~ lea-- r ~ r_ \ I i I ( i _ _ - ~ - / / _ _ _ _ = DRIVEWAY CULVERT -U 1 ~ L ~ (l ~1~~ ~ - ~ ~ ~ ~ ~ 1 ~ - i i//i / M A
iii i% ~,r.,.k' / "Ll _ , a; V..~...._..~. ~ ~ 1 l I I ~ /.~.1 j! .w"'~.~ y I-i ~ 4.r? ~ I ~ ~ I_.~ ~ _ J J l / l / i ~ > hyU TE ' ~ . - iii' > / r/ -t~'<, ~ ~ ~ _ ~ ~ +c ~ ~ ~ ~ ~ - ~i~"- ~~c'r ~ / ~ I -I~~~ \ --~--E•- _ ~ i,.-,~~~~~ ii . I gD STOR DR IN H ,~r~
\ \ 1 1 - i 1 I ~ll:; / \ ~ ~ / 1,~~-~ ~ - 1 1 ~ _ ~ ~ ~ - Sri ± ~ ~ - ~---r z _ I ~ ~ ~ ~I~~ ~ T {~--7 - , 1 ~ 1111 ~1 /I ! ~~i i ~ l I I ~ / ~ OU OVERHEAD UTILITY LINE 1111\\~ r ji~~ / ~ r` )II I I~~/~~~~ ~ / /
- \ I I I ~ ~ 1 BARBARA R. ATI~T~ /P? / / ~~PA .L01' & 29 _ ~ ~ - ~ 1. I ~ i 1 / / - v ~ / ~ V v Q DB 10714 PG \1~• a I I I 1 ~ ~ / / ~ \ ~B \ 92-0 C~f 164 ~ / ~ ~ ~ _ _ ~ ~ / / I l / / / ; ~ / / / ~e.\\\ ~ / ~ ~ i ^ \ \ V\ VA \ / / ,,~~///~tj/l/~j ~ i UE UNDERGROUND ELECTRIC
LOT 4\ l ~ / 49-0 44•B~''i C.-- < \ l ~--f - / ~ ,.1..a I I 1 I j / / , / \ - 1 \ - ~ 1 rrfr'\ • \ . - ~ '`~`7-r-7---xe-~;-S-r~--~t~'1\..~ BM 1993 P~1 I kS ~ i f \ QNING~CB I / \ n l[ l ( ' / / \ \ - ~ ~ \ ~~rt~,~'` \ \ ~ \ \ \ / l / i` / ~ ~ •-'i//~~////~// ~ ~ ` ~ J 1 1 { UT UNDERGROUND TELEPHONE ~ U~
PIN. 0649.03- 31 I _ 11 L- l i , / U -~y. v k \ ~ 1~~ / l f---- vA \ / v\ \~sA V AVA ' I 1 i 1 I 1 . ~ d ~ v . y 1 I / i
ZONING: _ ~ 1 f _ / . ~ ~.~e"`~/ / I ~ / ~A V ~ V A 1 1 1. / \ . '12 , r ? ~ 'FS d s= L 'I ~ \ ~ / I 1 I i i ~ \ \ / / / \ i / _ \ f \ 1 i 1 o . i 2 g 7. / ~ / _ / / / / 1 I ~ I l ~ ~ ~ ~ ~ / 1 / / ~ / 1.11 \V 1VA Al ~I I 111 ~ I / ~~;~ii~i/i~~~/----~-~~~~~~~ III W WATER LINE 111 ~ 1~ 1~~ ~ ~ ~ 1 ~ ~ 1 I / /~i ~ ~ ~ , w i"~
4 J _ ~ 5 ~ ~ /I I \ _ 11 r \1 1 / `L'am- :;:f /i / ~ _ I /I ` / / i I i ~c / ' \ ~{i ~1~1 ~I~l i ~ 1 ~ ~ / I ~ 11 I ---~,ii / ~ I SS- SANITARY SEWER LINE F~
> s / / ~ / A J ~ 1 / I I I V~I~-~ ~ \ 1 v ~i i / /~/i/ ~l//~ ~ ' ~~~~i i~ VA V I / G GAS LINE ~ r~i
i ? -r /C C PAD / ~ /.-I / / ~ ,.i ~ / i i i 1 / / ~ ~ \ / ~ / / I I i I I V A vv ~ / ~//~//~,~'~!~i~~~/ l l I /i~ii'~'~~11~\?/~l ~ IFF~`~~'1
\ 1 1 \ - SHED 1~ ~ , / / / / / / t _ ~a ~ ~ ~ ~ ~ - - ~ / r /i ~ ~ ~ -J-~- - - / A A / 1 f ~ / / / / / / a1 \ \ \ ~ / r / i / ° / / r / / t.-... - = 'rte'-,. ~ ~ _ ~ //i ~ / / / i . ~ / / / / I 1 I / ~%i ////iii ~i ~ I ~ / ~ V111 / / -X X- FENCE LINE
J \ 1 STORY 1~lOCtf ; / / ~ / / / i ~ ~ \ ~ -~2q' / /i ~ , ~ - / ~ I I ~ / / A f / / ~ \ a / f ~ ( ~R~- \ r~ME DWELL l °i /i /1 / / / ~ ~ ~ ~ j \ \ \ ~ ~ / i / ~ ~ i / .L_~r \ \ \ \ \ 1 / / / / ~ ~ / Ilif r l~ I l /I ~ 1 - i / 1 ~ /iii ~~r-,-~\ I I / ~ ((I r ~ / / i i - ~ /~~(II ~ i/ i~/~ ~ 1 I
\ TI I ICY \ / / / / ~ \ \ ~ / X i ~ ~ ` ~ ~ ~ \ ( ELL \ \ / \I~ V A~~~ 1~1 I~ / ~ /I I ~ , %/~i~' 11111 III l/lj
\ 1 / ~ it \ \ 1 1 ~ / i' ~ 1/~/ ii~ ~I(~I11r~ ~-~~`,~'~~/y~-~!%r' ~ / ~'~~~/rj/i//',~ ~ 111111 vi I),l
\ \ 111 / ~ / / i i / I I 1 11 ! / i i' ~ ~ ~-i / ri i~ i'~;/~ r i % i ~ i ~ ~ ~ / ll~~l ~ ~ 1111 1 / ~ A'~
i- ~ '/~i i'.~/ / i ss~'' i i girl 1 / ~ ~ 1 111 ~I ti/ 1 ( 1 i/'/~; %':%%"~...-~%i~~,~i'/~'~'755~ ~ i ,viii/~~r...~:~_'Jlf~1 ~/~.~,\,11~'lllli I ! rI I
` ~ / v
~ \ \ \ / / / / - ~ ~l ( - mss-- ~ ~ J \ I / / / / ' 3 \ / / ~ I - J - PROJECT N0. KRG-08020
'1 \ / / 1 V _ - - / //Y FD~Nna~: KRG08020-XC1
v A V 6 Q_~/ V v~~__ i / / e~~
c / 0 ~ ~ \ 1 ' / / ~ \ \ r / / \ ~ 1 /l / / E \ / `k, r V A / / / ~ / 4~ DESIGNED BY: - OL
nuewn~ aw c^nw
JR rv
SCALE- 1 "=200'
GRAPHIC SCALE DATE: 09_29_08
J 200 0 100 200 400 SHEET NO.
y EXISTING EXISTING
IRVING PARKWAY HOLLY SPRINGS ROAD 1 inch = 200 ft. ~
z SR 1194 SR 1152
(VARIABLE WIDTH PUBLIC R/W) (VARIABLE WIDTH PUBLIC R/W) PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JIM iAMS
0
2

a
I~
R/W ~ R/W ~ ~ z
30' C TO EXISTING R W 45' C/L TO R W I~-I ~ '
32.5 C/L TO BOC 5' S' ~ r ~
30' 25 ~P~, H
~.1 ~ ~ ~ ~ O
z.0% 2.ox U F..~ W ¦ ~ 3.~ ¦ H
EXI511NG ASPHALT 1.5' SURFACE OVERLAY M~ ~ ~ (x O 2.5" 1-2 BWCER 30' STANDARD CURB 5 CONCRETE ~ ~ 8° AOC AND GUTTER SIDEWALK ~ ~ Q ~
GEOTEXTILE FABRIC
x o
TYPICAL OLD HOLLY SPRINGS APEX ROAD STREET SECTION a a SHALL BE WIDENED IN ACCORDANCE WITH THE M ~ ~ ~
TOWN OF HOLLY SPRINGS THROUGHFARE PLAN f,J~ ~
to a ~ W~~
~z~~ W z~a
~ ~ ~ a~~
51' PRIVATE RIGHT-OF-WAY E••~ ¦ ~ s U~ P;
5' MIN. PLANTING UTILITY 5` MIN. PLANTING ~°I d' tIN. PLANING 5' STRIP 31' BOC TO BOC 10' AREA, SEE GENERAL W
AREA. SEE GENERA NOTES. A. SEE GENERAL E5. NOTES W W 37 2.0' 27,0' ROADWAY 2.0' ~ y P~. F-~
3T Mq~ Mq~, rE y~ ~
2.Ox 2.Ox 2.0% 2.Ox 3' ~ W
>a~ ~1 qk
1.5" SURFACE OVERLAY ',1~Et1t111~~~7j,
5' 5' CONCRETE 24' STANDARD CURB 25' I-2 BINDER 24" STANDARD CURB SIDEWALK AND IXITTER 8' ABC AND GU1`IER ~'t~t'~~ CAROB ~°~j
GE07EXTILE FABRIC ~~p'~~•• SS,~~ /1i ,~~i Z : 9
COMMERCIAL SPINE ROAD "A" EA f
' 03 '
R/w ~ R/W ,,,~~~~iHY ~ r,~P,+~ 30' C L TO EX4STING R 50' CJL TO R W 11~~ jt~i
61' PRIVATE RIGHT-OF-WAV PRIVATE RIGHT-OF-WAY 5, 3T C/L TO BOC 5' 5'
5 5' MIN. PLANTING UTILITY U11LItt 5 MIN. PLANTING
AREA. SEE GENERAL 5' STRIP 41' BOC 70 BOC NOTES 2D' 37.0' ROADWAY 41' BOC 70 BOC STRIP 5 AREA. SEE GENERAL 34.5' 25' A~
3~ Mqk ~ 37.0' ROADWAY 2,0' ~ NOTES 3{ ~ 1 eKP 20x 2.Dx
2.0% 3 r 2.0% 2.Ox a9k w ?
.1 2.0% 5• 3,• 1.5" SURFACE OVERLAY ~ ~~qk EXISTING ASPHALT 2.5• i-2 BINDER 30` STANDARD CURB 5' CONCRETE ~ 0
' NCRETE 24" STANDARD CURB 1.5" SURFACE 04ERLAY 5 CO 2.5" i-2 BINDER SIDEWALK AND GUTTER 8' ABC ;FACE OVERLAY GEOTEXTIIE FABRIC AND GUTTER SIDEWALK ~ ~ BINDER 24° STANDARD CURB 5' CONCRETE AND cuTTER sDEWALx TYPICAL NEW HILL ROAD STREET SECTION °
GEO7EXTILE FABRIC ILE FABRIC ~ ~
TYPICAL COLLECTOR "A" S~ :CTOR "A" STREET SECTION TowNLOF OILDLYESPRNGS THROUGHFARIE PLAN a
U1 ~ w
z o 0 o ~ ,
Ul N N
R/W ~ I R/W R/W ~ a
100.0' RIGHT-OF-WAY
50.0' 50.0'
1.5' 1.S' 12' LANE 9' SHOULDER 5 V W y 9' SHOULDER 12' LANE 20' MEDIAN r-1 r 'T V'
4' PAVED SHOULDER - 12.0' . 4' PAVED SHOULDER W
`~7 Mqk a (Y„I O 2.0x = _ 2.09' ~ 'S•~
2.0% ~P~
1 . j 3'7 W 7 ~1 16" MEDIAN 18" MEDIAN ~ J7 M~ ~ 1-~ O
CURB LEFT TURN LANE CURB F-~ ~J, 10° ABC (SLOPE 1.0x) 3"" BINDER 5 CONCRETE H
2S' I-P ~ 2.5" I-2 SIDEWALK ~•y i~~i O W p eel
TYPICAL THOROUGHFARE "A" STREET SECTION ~ W W a
~~~a
~ ~x~z
10' VAR. 24' TO 3fi' 'VAR. 34' TO 46' VAR. 24' TO 36' 10' W ~ J pg GRASS MEDIAN EXISTING PS ~ ~ •Qi
Q H AR. 0' TO 12' 12' 12' 10' 10' VAR. 0' TO 12 12' 12' /1 (EXISTING) (EXISTING) (EXISTING) (EXISTING) _ ` ~ M~i
S 5 ~ fYi - H
vueag 2 A~»~ z x o
~7 .O`2~. ~__,2 ~~~2 ~ r~
7 4: i 4: i At1 6:1
vr,~AaF a~ +ARIALLE VARIABLE _ SIWE SLOPE
TYPICAL NC HWY 55 BYPASS,~GB ALFORD HIGHWAY DIMENSIONS ARE APPROXIMATE
~i
W
V1
F+i
rya
V ! Q
Z
ro N W O
n 0 0
Paz
vi E w fly
ro
3
0 0 GENERAL NOTES: ~ 1. THE SUPERSTREET DETAIL FOR NC 55 BYPASS (GB ALFORD HIGHWAY) IS W a
N N SUBJECT TO FURTHER REVIEW AND POSSIBLE CHANGES DURING ~ N
O CONSTRUCTION DRAWINGS REVIEW.
W O O 2. THIS SITE IS IN THE TRIASSIC BASIN. ALL ROADWAYS WILL BE REQUIRED TO a
N MEET ALL SPECIAL DESIGN REQUIREMENTS AS OUTLINED IN THE ENGINEERING DESIGN AND CONSTRUCTION STANDARDS SECTION 3.02J.
Ol 3 A. PAVEMENT DESIGN SHALL BE PER THE ABOVE OR THE FINAL GEOTECH
a REPORT PREPARED BY ATC ASSOCIATES, WHICHEVER IS GREATER.
0 B. SEE NOTE #20 ON SHEET C-3 FOR ADDITIONAL REFERENCE.
0 N O 3. UPON THE ADOPTION OF THE TRANSPORTATION IMPROVEMENT PLAN ON F~
O NOVEMBER 18, 2008, ANY IMPROVEMENTS AND/OR ADDITIONAL M'y
REQUIREMENTS TO PUBLIC STREETS, SPECIFICALLY THOROUGHFARE "A", ARE A
N m C ~m INCLUDED IN THAT PLAN. PLEASE REFER TO 08-03-TIA FOR THE M05T REGENT AND UP TO DATE INFORMATION FOR TRANSPORTATION
C IMPROVEMENTS ASSOCIATED WITH THIS PLAN.
G 4. WHERE STREET TREES ARE TO BE INCORPORATED (ALONG COLLECTOR "A"
d AND COMMERCIAL SPINE ROAD "A") THEY WILL BE PLANTED BEHIND THE PxorEC'r No. KRG-08020
7 U c SIDEWALKS WITH A MINIMUM OF A 5' LANDSCAPE AREA. WHERE TREES ARE
m a NOT PLANTED IN THE PRIVATE RIGNT-OF-WAY THEY WILL BE IN AN r~NA~: KRG08020-OAS1 EASEMENT TO BE RECORDED.
G N DESIGNED BY: -
CL 0 ll1tAn1V 111: JIIW
SCALE: 1"=\200'
c DATE: 09-29-08
m J
O N 0 m SHEET NO. C-2
Y U PRELIMINARY DRAWING -----NOT RELEASED FOR CONSTRUCTION MCADAMS
N ,n
a
X

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
'~T~ 'i ~ coy f
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 ~ ~
_ . _ _ _ a
i a • ...-Y . _ y ~ r ~~r r~rr rr~,n ar.
r ; E -a . - z `t-- ~ I~
W _ • t -
_ o _.~~_.___~a,_n _ _ _ ' a ' a r .
- . ~ W~ a
a
~ ~ ~ ~ ~ _ - NC IIWY 55 D ASS" ' w.,... _ ~ _ I ~ ~
ti F µ . ~ ' CR&L.UTiIaiY.' : ~ ~ ~ / 5 ~ s VARIAB~ .E ;WIDTH PUBLIC R• W
,4I,t ~ W o
r /C r: 6 ~ ,
• ~ ~ _ ~ ' ~uM . , OAK , HA ;L = _ . n., ~.fi- . -
. ~s_ ~ . ~ . ..Po.__~ , _ . y i 6 i - I . - ~ UB~ VI's ON ~ ~ _ _
Q ~ , i may" z ' / _ „r ~ ~ a
~d ~ e . / , v ~ r, . , a 3 wa .
, . ~ i ' ~ W
• - s _ _ ;r •
' r,, £ , t 7... ..w I//
3 a a, e _ _ _ , _ , ~ , E z s _1 as
~ _ , a
z . ~ - rxo~scr xo. "KRG-08020
F u ~xr ~ F ~ - FILEN,IME: KRG08020-OAS1
DESIGNED HY: -
~ W~ ~ „Q19`~ DRAIPN BYi CI?W
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
Y Y 1®# JIMeADAMS) PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
Lim
m 0
1 K

a
1r rl ~ \ ~ z z
~ i ( EXISTING I ' ~ , • • } .
- , , ~ 1 ~ = d; z z
~ OLD HOLLY SPRINGS APEX ROAD ` / ~ ~ STORMwATER a~< / ~ 1
- ~ } ~ ~ ~ I MANAGEMENT ~ , ~ ~ SR 1153 ~GEMENT ~ t ~ ~ ~ f j ~
~ ~ - I ; ~ ~ ~ FACILITY ~4 - 60 PU$LIC R W STORMWATER I ! ILITY ~4 ~ ~ ~ ~ ~ _ ~ ~ ~ ~ o ~ ~ ~ ~ F-1 W . o
~ ~ ~ ~ } ~ l MANAGEMENT ti~ „ . ~ ~1 \ ) ~ ~ . w
~t ~ i,_ R.l ~ FACILITY ~3 ~ 14 l ~ ~
~ L(~` = 16.81 AC. _ _ _ ~ • } ,I i ~ ~ ~ - - ~ ~ ~ 7.58 AC. ~ ~ ~~,~o ~ t ~ / o~U
~ .
\ ~ _ . ' ~ f \ \ ` ~ W x ~ ~ ~ U
i - - _
l ~ ~ ~ ~ ¦ a ~
, z ~ W tD
• / ,
~ F / 43.58 AC. ' ~ ~ ~ ~ z I ~ w z o
~ ~ , • l - ~ ~
STORMWATER • ~ r- t ~ ~
~ : ~ ' % MANAGEMENT . - _ _ U ~ ~ - -
~ ' FACILITY 1 < ~ - _
i ' - ~ t. ANCHOR ANCHOR I , ` ~I~~ z a
~ ~ ~ I - ~ ~ JR. ANCH JR. ANCHOR - - - _ _ _ _ - JR. ANCHOR ~ - - 4
~ - 2 ~ I I , 0 o r Ii ( w
I~ / it
d - ~ ~ i ,I
I I , ~ I t ~STORMWATER ~ • ~
C_ I ~ ~ 1 M : ~°.~oFESS~o 9 ANAGEMENT
1
i j/ I~~ :FACILITY 5 I~ ~ ~ AL ~,1 # ~
i' d e-:• .
r I ~ r I \ '11 ~ ~
1 - i ~ I / ! ' J r 7.58 AC. ~~'~~~rMY J. SP `0
~ J I I ~ I I l I I I. ANCI~OR ? / / / l r
~ ~ ~ ~ T
~ ~ i - I f • l/~~~ \ ~ /
, s/`~
/ ~ I i
- I - I~ I - r J w I _ ; ~ / ~ / ~ p
! ~ - -f . _ / / U
, , ~ / ~ o
~ - ~ " 3 0 ~ ~ ~ ~ uu~ - / / a a
- ~ i I I I I I I _ r I _I I I I I ~ / ,
o o / - y, f _ / ~ I _ i / _ z
' ~ ~ RETAIL 4 . - ~ II ~ , 1 ~ - / H ~ ~ ~ ~ ~ L4T 7
: ,.,Vy a / J 21.28 AC. ~ o r
I I I / W
~ ~ - ~ ~ ~ STORMWATER i ~ ~ as
~ , , ~ ~ ~ MANAGEMENT I I I I r
~ I I i ~ ~ " " " FACILITY 2
~ , ~ I ! RE AIL I RET IL RET I11 N U W
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

MATCH LINE -SEE SHEET C-7 At w ~
~ / I . ~ t s~ h"" ' m i ~
` ~ j ~i i ~ ~ `:a~ b~. ~ ~ V A 15 Q' i I \ ~ j ~ L~ ~ i ~ ~ ~
i ~ ~ ~ \ i i I i \ \ i i ~ ~ i -.i - ' i. A l~~ I i \ ~ ~ I ~ z ~ • z Q ~
\ i i ~ \ \ y I i I i i i . I r/' I .V i
i \ i ~ ~ v~ i i i • 2 SPACES ~ ~ • ~.3? 4150 ~ i 268 ' ~ ~ ~
\ I \ ~ i
I V ~ - ~ ~ ~ v ' I N4T45 53'V1~... ~ r 1 W I~' O • 3 SPACES U ~ w ~ vT .J U 1 ,40 ~ " ~ E
\ I \ I / ` i STORMWATER
STORMWATER ~ ~ ~ ; ~ ~ \ ` • . POTENTIAL LOCATION \ MANAGEMENT FACILITY #2 • ~ 4 ~~a ~ ~ a Q ~ N11AL LOCATION . • a~IQ ~ U `S ~ ~ ~ ~ ~
~ ~ FOR BUS SHELTER ' i MANAGEMENT FACILITY 1 ~ ~ ' v SEE SHEET C-19 BUS SHELTER Y ~ U U I N F--I ~y"~ o a Q a~ W W x
( ) _ HATCHING I \ SEE SHEET C-19 ~~0 N ~ HATCHING ~'p ~ 40 R: ~ 7 5PAC1 ~f ~ a ~ ~
{ ) , ~ ~ ~ . ' ~ . DENOTES OPEC DENOTES OPEN ~c~ s~ ~ ~ c+~w~+oo~ 8 I~L--II ~ ~
~ ~ _ _ _ _ SPACE AREA EXISTING WETLANDS ~ ~ ~ I i, ~ ~ I ~ • . SPACE AREA FT ~b :~r3a : 839e FSO y~ sg -~-elar•+~a'w:•-•~. -~-~ar+~~s~,v ewe ~ ~ ' y~ W ~--I ~ ~ ~
( AREA (TYP.) ~ I, ~ i j , ~ ' F~9 ~~~s : i ~ ~®a w~
~ i 57R ~ ' I w . I of , ~ w ~ ~
i ~ i ~ i ! • _ ~ fi:0'R HATCHING'DENOTES'OPEN -1 d~'p ~ ' ' ' s~ W z ~ ~
\ ~ ~ I `y , C ~r I ' ~ .SPACE/POTENTIAL LOCATION { 1 d Qj d <:'?!.':\,.~;,; F • VERTICAL' AR•CHITtCTURAL ~ x F ~
N 3 CAPE FEAR RIVER BAST 0 \ i~ ~ - ~ F A R STREAM BUF ER ME SU ED _ x
30' FROM TOP Of BANK, \ ' I ~ \ ~ I ~ ~ . EACH SIDE TYP. i I -
( ) I \ ~ -
I 24" STANDARD CURB PROPOSED PROPERTY \ ~ , I ~ , ? ; ~ z x
I AND GUTTER (TYP.) LINE ALONG GENTERLINE . ~ ~ I ~ I ~ ( ~ ~ HA' HATCHING DENOTES i'~ w { 1 ~ ~
OF STREAM V ~ I I ~ ~ A ~ ~ ~ HEI ~ > ' ~ HEAVY DUTY ASPHALT ~ PAVEMENT (TYP.) ~ I N W HILL R SR 11 • ~ I w
RETAINING WALL (TYP., I L ~ y` ~ - _ ~ ~ _ - -DESIGN BY 07HERS)- - - - - ` ` ~ \ ~ \ ` ` 1 '
~ " 4U~ 1 \ \ ~ : : t> - - - 1 INDEX MAP
\ \ - \ \ ~ --------------~'~FPIDE"A-cCESS--- 1 SITE LEGEND o`~ ~~.~ARoC . ~ ~ .
~ \ \ \ \ ~ 24" STANDARD CURB ~ \ \ ~ AND GUTTER (TYP.) ,NDARD CURB RETAINING WALL (TYP., EASEMENT ; : 1 0 ; •F'LS$/Q•.,~' DESIGN BY OTHERS) ACCESSIBLE : > { ~ 0 ~i ~,T TIER (TYP.) : m, • .
a:~-"°"'-'` PROPOSED PROPERTY LINE RAMP (TYP.) '.:p~,o,,:;.:: 1 SIGNAGE EAL 9 _ _ _ _ :'.x..fl.:
I } ~ i64e4 ~>i.: : : a.. oo:""' . ~ ~..~ATGHING DENOTES oa°< • 1 TRAFFIC DIRECTIONAL ARROW
i I H~AV.Y RU.7Y.i~Si~HAL7 , . . I Pit EN7 TYP. ~$•R- ` i 3~0 .
LOT 2 I c : . ' , , f 4 .58 I 220.0' ~ ~ \ ~ ~ ~ - - 3 AC. i ~ _ - - _ 1 AGC ACCESSIBLE PARKING STALL ~j+•••. G f NEF:r~~ w
RETAINING WALL (TYP., I I " ~ 10 SPADES . : 1 ~''~.~THY J• SPA°, YO SPACE;S:; 3'R 5 ~ ~ { I ~ ACCESSIBLE RAMPS
DESIGN BY OTHERS) } f~...,,...~..~r..:r.,...; \ '~.§~04~_, _ o ~ ~ ~::s4T30'Q9"E ~rm~~ ~ ~ s~ cES : l» ~ 1~~ o
i ~ :i}.. ~ ~ . \ ~`t ~ ~ 334 64''. I I ~D t~ ."r . 6 ~I~E CRO sW K Sakti: ~ ~ ) ~ ~ ¦ii~ii~ii~ii~¦~~¦ PHASE LINE (TYP,~ ; . gsa : : ~ „ ~ ~ _ - PROPERTY LINE
i~ " ai 1`,\~,R 5FA^ S' >1t SPA.C~S., 3R,:.:::. 12 'SPACES " ~ a 3 R 3 R " 16,R " 10'R ( ~ ~ - - - RIGHT-OF-WAY LINE
. • . I• ":QU~10-0R.~SI~RA6E..:• • : ~ ~"1~
I \ ~ , \ . : \ ~ - - - - \ \ N I EASEMENT LINE
\ , I ~ °o, ~ ~ I ~ ; - CENTERLINE ~ ~ ~ W W
'i 1. . i ( ~ ~ I HEAVY DUTY ASPHALT o ~ s
~ ~ I ~ ~ ~ I R 11 SPACI=v V A3 R 3 R y.~ ~ ~ SPACES 3'R 3'R 0 10'R ACC~5IBLE I 3R 12 SPACES 3'R RAMP (TYP.) ~ 1 PAVEMENT ~ ~
! V ~ I ~ \ ( •a n s4~os"E \ ? - 24 24" STANDARD CURB _
- h F \ ~i ~ \ 38134' - I 0 \ t ~ ANI I ~ AND GUTTER (TYP.~ ~ / ~g.0..,.< ' I I , , OPEN SPACE AREA W w a p
~ °R 10 SPACES 1:`§'F, ~ 3,P d.0~1~~SPA'ES 1 ~R 3!R 12 SPACES ~ Q i ~ ~ > >
\ I o b ~ i A o 0
~ ,:::c, ;n:::: I PAINT STRIPING ~ ~ ~
~ ~ V ~ ~ . ~ .,,~dCRE ~I .WA ~A \ I ~ ~ DF L ACCESSIB ACCESSIBLE / .
' A I ` I Ai K 10~...~ ~ A RAMP (T7 RAMP (TYP.) N 3'R I -X-X-X-X- FENCE W
~ \ LO D RE DOC T CONCRETE SIDEWALK \ : ' 7 CONCf T CONCRETE SIDEWALK ':.;;I:;.`:`'::"'::::.` ~ ~ SITE NOTES: a ~ 1. OUTLOT BUILDINGS ARE PLANNED FOR fUTURE DEVELOPMENT. PARKING LOTS
FOR THE OUTLOTS WILL BE DEVELOPED AT THE TIME OF THE DEVELOPMENT OF 27.0' 3~, 18.0' THE INTEGRATED CENTER. WHEN USES FOR EACH OUTLOT ARE ESTABLISHED,
1.> . 1
19.1' 3'R S~ , 3'R\ 10 SPACES 1.5'R 3'R 9~' 10\SPA S R x / 3 (.".~':.``'.':.;`'`'."•5':; I CONSISTENT WITH THE R QUIREMENTS 0~ 1NEAUDO.LYWHERE IREQUIREMENTS U W R\ 12 SPACES 3'R 0 R w CO ARE VARIED, WAVERS WILL BE SUBMITTED, ,..a W ~
1 L,. . HATCHING DENOTES o a, \ \ ~
~ A I y#EAttY~-BitT~'-~rSPHAL~ I --I-- - ~ 5 3~°9°--V - - - I " fi J PAVEMENT (TYP.) N \sat..,h, ~ \ \`1 - - ~ U a ~~y~ 1 2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS a ~ Q \ ~ ~ ~ a w I `tt:,:::"`~.;~: { 1 I WHERE NECESSARY. ^ E„~ ~ ~ ~ ~ 3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELNES HAVE BEEN Q
~ ~ 11 SPACES I I r ~ \ ~ ~ ,:'.::I..:'..:::>a:;.>: ; r ' :r:::tfl'R 3 R 3'R 3 R 11 5~,,,E. 3'R 3'R ~ 12 SPACES 3'R\ 10'R ~ ~ ~ 1 PROVIDED CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. WHERE W ~ ~ ~ o I ~ ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY FROM THE LIDO, ~
~;I I ~ ~ I I ~ ~ ~ ~ ~ WAVERS HAVE BEEN SUBMITTED. ~ Z Q
v ~ I t in : 1 W 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS a ~ O ~ o ~ ` ¢ Og"E CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. SIGNAGE DESIGN H ~
:~L o I I - ,r ~ I:.::" o i o \c ~ , - ~ ~ N ~ R WM STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDITIONAL STANDARDS ARE Q+
( . ro I ~ 1 I ;l~ ~ ~ ~ v ~ .I W BEING REQUESTED, WAVERS HAVE BEEN SUBMITTED. A `"I ~ ~ 20f~ ~ ~ 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, a
1:. I 11 SPACES 3 R I 11 SPACES ~ 3 • " \
~ ~ - ~ - - S4T30'09"E ~ 14' STA ARCI ~ I - ~ ~ FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED H W W a %I\ 11~ 5 ACES 3'R 10'R~ 10' ~ ~ ;I AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS.. ALL LANDSCAPING [-i L?` STA ARD C:UR~ ~ \ o $4r p'as' ~ HAS BEEN PROVIDED AS CONSISTENT WITH THE DEVELOPMENT PLAN x ~ r-i a - 40R W REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF.
~ ~ ~ ~ 0 ~ N 386.83' / AND U I 11 9.0' ~ \ ~ \ ~ AND~U , ~ tP.~ ~ a sa. ~ ~ " ~ SEE THE 1ANDSCAPE PLAN FOR FURTHER INFORMA110N.
:1{l' 'R SPACES-?I ~ R ~R 11 SPACES 3'R ~ \ ~ ANCHOR rr k.,.,:, ~'R ~ 30 CAPE FEAR RIVER BASIN I ! , ~ ~ ~ \ A~' ' W 6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET ~ x ~ i 13 SPAS ES 3'R ~ RA, ;:;(.~7'F;}' ~ 1 INTERSECTIONS WHERE SIDEWALKS ARE REQUIRED. WHEN SIDEWALKS ARE NOT W ~
STREAM SUFFER, MEASURED i ~ o _ ~ ~ ~I I 10'R 10= ~ REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. Z, ~ ~ \ ~ 20'f?:`'" ` 1 7. NO SITE OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION, Q A ~ ~ BERM> SIGN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF
30' FROM TOP OF BANK, I 1 ~ i\ EACH SIDE TYP. S28 114. SF ~ ~ / , ~ ~ o~ 1
~ o ~ ~ 1413 AC. / y I-- m) N 3 R I ' TWO FEET AND EIGHT INCHES ABOVE 11iE CURB LINE ELEVATION (OR THE EDGE Q,' ~ ~ ~ ~ J ~ OF PAVEMENT IF NO CURB EXISTS} SHALL BE PLACED WfTHIN SIGHT DISTANCE W
I I::::::'::::::::::::: : ~R::::::~',', ~ 1 ~ 10'R 18. ' ~ ~ . A I w TRIANGLES. Z ~ ~ ~ fi . ~;~E , ~ \ ~ 8. WHERE A EEE IN LIEU IS REQUIREB, PAYMENT WILL BE MADE IN ACCORDANCE ~
11 SPACES ~ 11 SPACES 3'R 3 R ~V I !i I 2 0' w \ ~I f..~ WffH THE TOWN DF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION p
':OUTD OR DISPLAYo s4r3a'o9"E ~ I - - _ _ _ _ ~ ~ ~ 13~5P'PSES / 3 R ~ (TY ~ ~I a REQUIREMENTS. / _ _ / ~ ( \ ~ 9. SOLID WASTE 15 PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS
~ ~ ARE•. (TYP.) N 400.49' \ I k , ~ ~ ~ v - - a w > \ ( ~1 fOR EACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CENTER.
'l :1.:: 3'R 11 SPACES 'R ~'R 11 SPACES 3'R / ' OUTDOOR STORAGE I 320't ~ ~ 3 R v~ w " ` ` 'ia.:.;. \ a ~ DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHITECTURAL DESIGN . 14 SPACES ~ `:.::cn:..::. " 3' ~ ~ \ { ~I GUIDELINES OF THE HOLLY SPRINGS LIDO.
AREA (TYP.) ~ o ~ ro 10'R o U 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED ~ ! FOR CONSTRUCTION AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL. 1"~I
I I ~ 3' ~ 1 ~ PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR 1n
Q~ ~ ~ . I ~ TENANTS WILL ALSO BE FUR111ER DETAILED !N CONSTRUCTION PLANS. m N N NN~,, 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS
` ~t I ~ IN EXCESS OF 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR 2Q°R;':':;:_:.::..,:., ~ I NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR
I q 4 H-3PACf3~ ~ R- 3B_ -}1-SRA6€-S - -3~~ _38.. I - - _ 1o'R 1a'R ` ; ~ ` FENCEISHALLRBE USEDLIN FR NT YARDS AND ALONGATHELFRONTS OFA~~
1 o I I OUTE~OOR DISPLAY - - - - s4T3o'o9"E - ~ - - - - -~-BRACES -
ARI<A TYP. N ~ --I-- - ( ) 407.01' I - - - sa7'3o'os'E I BUILDINGS IN THE CENTER AS NEEDED.. FENCES WILL BE PROVIDED AND. 5a.5o' w SHOWN AT THE 11ME OF CONSTRUCTION DRAWINGS. r~1
~ ~ tt-SPA -?~0-0 aft- - I - - - ` R - L'ES' 1 5 R -I'1' SPfie€S - 1 5'R 3 R I - ~ 1 12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE CONSISTENT IN w ~ Q~ - - -,'~-SPAT+acJ - - 3'R-- - - - ' a COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES
R.1 ~ o I 10'R 10'R ~ ~ l WILL ALSO 8E CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL ~ NOT BE OBTRUSIVE AND WILL REMNN TASTEFUL
I 1 :I. { 2PR : ` I { j GENERAL NOTES: I ~ ,,,,~~11
I ~::I~: T CONCRETE SIDEWA ACCESSIBLE T CONCRE
. T CONCRETE SIDEWALK ~ 1. ALL CONSTi2llC1TON SHALL CANFORM TO 1T~E TOWN OF HOLLY SPRINGS DESIGN ~4 0„0:;.:,;: I ~ AND CONSITRUCTION STANDARDS.
a / RAMP (TYP,) ~r., = / T CONCRETE SIDEWALK ' I ~ 3'R 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING 8 .n CONSTRUCTION, OEVELOPMENT FEES (ACREAG£, FEE IN LIEU OF ASSESSMENT ^
~ 1 v N + I AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE w t0 ~ f I 1 BEFORE CONSTRUCTION DRAWING APPROVAL.
27{.O' 18.0' ~ `",;1::: 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUC110N DRAWING APPROVAL.
: ; : ~ L?: R i SPACES /~9.0 ~ 3'R 11 SPACES 1.5'R 3'R I 4. AlL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS ~ Z 14 SPACES 3'R 10 R { I ~ OR NCDOT STANDARDS. ~
:t'#..:. it7 S4T30'09"E 4 / I I " : 5. GRID TIE BASED ON NC GRID MONUMENT "PEARSALL" WITH GRID COORDINATES AS ~ SHOWN HEREON NAD 83-NAND 88, NC GRID COORDINATES N=692,883.863
~ ~ 56.00' N ~ . 345.01' I I I - - I E=2,049.363.864.
3'R 11 SPACES 3 ~ I ~ ~ ::;':jfl' 1 / 10,R R 5 SPACES 3'R 3'R 3'R I 14 _ Y ~'"'f ~ V 14 SPACES 3'R Q EASEMENTS: x ~ Q+
~ - I I Q \ W o I 10'R ~ < ~ ~ ~ ~ 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC w
3'R co . ~ m ~ I .•-w I UTILITY EASEMENT. IN THE CASE OF U11U1TES EXTENDING ADJACENT TO EACH a " "'""":';::^I OTHER THE EASEMENT MAY BE A VARIP,BLE WIDTH EASEMENT BUT NO LESS THAN
` ~ ~ I N p O N L,.l ~ { N { ~ ~ ~ 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER AND FlRE
r . :0.1?O:SSWALK ` / I J - ~ ~ - o ra ~ ~ a ~ "m HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE PUBLIC UTILITY n , o EASEMENT. SEE U11UTY PLANS FOR LOCATIONS OF EASEMENTS. !~1
) / ~ 3'R 5 SPACE 3'R 11 SPACES 3'R 3'R 14 10'R ~ 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION Of SERVICE LINES TO ~iiTi¦~
` I ~ \ _ _ ' 6.D' ~ S4T30'09"E 14 SPACES 3'R "``''~`i BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. hQ~a N (5 SA R '?::;1 SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS. W
~ - - - - ~ HAT DENOTES - - - - - :.1;.. , , N 3a5.ot' - - - 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO { THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
~ HEAVY DUT ASPHALT , v ~ : / 5 R 9 SPACES I-~- 3 R ( ,R 11 SPACES 3'R 16 SPACE`: ~ PAVEMENT TYP.) ',:FV:,.,......,., 3R 10 SPACES 3'R 3'R 7 SPACES 5'R
z. I n - - \ y- - _ o 1
v \ 43.7' ro I J - I 1 W
a ~
6' WIDE ~ CR05SWALK 24" STANDARD 'v, l - RETAINING WALL (TYP., 1 - 24" STANDARD CURB DESIGN BY OTHERS)
c - - - - _ _ ~ _ _ _ _ y 2 R R (TYP.) AN GfTT1ER~l'
3 1
c ` ~ _ , 1 OUTDOOR DISPLAY AREAS:.
OUTDOOR DISPLAY AREAS HAVf BEEN INCLUDED ON PROJ>;cT xo. KRG-08020
- - ~ - _ - - - ~ y _ THE 5I1T: PLANS. SINCE, MANY TENANTS ARE STILL OUTSTANDING AND THE FOOTPRINTS AND DOOR FILENAdtE: KRGO$OZO-S1
C ~ / 6' LOCATIONS WILL CHANGE AT THE 11ME OF D, 1 CONSTRUCTION DRAWINGS, THE DISPLAY AREAS AND DESIGNED BYc -
_ N E ~ w OUTDOOR STORAGE AREAS ARE SUBJECT TO CHANGE.
a _ - ~ . ~ _ ro,~ " I TWEREFORE. AT THIS 11ME WE HAVE DRANN BY: Ct~1dl
0 m Y" 1 GRAPHICALLY/CONCEPTUALLY IDENTIFIED THESE
i AREAS. ONCE TENANTS ARE FURTHER DEFINED AND SCALE: » ==-1 IDENTIFIED, THE STORAGE AREAS MAY SHIFT AND \Nx 1 =40
WILL BE ACCURATE AT THE TIME OF THE DATE;
CONSTRUCTION DRAWINGS. GRAPHIC SCALE Q9-29-08
i 1 40 0 20 40 80 SHEET NO.
NEW EXISTING HILL ROAD r SR SEE ..SHEET.°C--4 FOR DISPFAY AND - 1
115 STORAGE AREA CALCULATIONS 1 ~ 1 inch = 40 ft.
(60 PUBLIC RAW ~ W PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION ADAMS
U N
2

r• ^
~ z z
OUTDOOR Dl$~'LAY AREAS: W
OUTDOOR DISPLAY AREAS HAVE BEEN INCLUDED ON THE SITE PIANS. / ~ • Z
SINCE, MANY TENANTS ARE STILL OUTSTANDING AND THE FOOTPRINTS ,y,•~•„•,• , . ~ r 1 AND DOOR LOCATIONS WILL CHANGE AT THE TIME OF CONSTRUCTION . V
DRAWINGS, THE DISPLAY AREAS AND OUTDOOR STORAGE AREAS ARE 11~ ~ H SUBJECT TO CHANGE. THEREFORE, AT THIS TIME WE HAVE ~•'f
MATCH LINE - SEE SHEET C-8 GRAPHICALLY/CONCEPTUALLY IDENTIFIED THESE AREAS. ONCE TENANTS ~C4 ~ z ~ o
r _ u ~ ARE FURTHER DEFlNED AND IDENTIFlED, THE STORAGE AREAS MAY SHIFT U H W ~ ~ AND WILL BE ACCURATE AT THE TIME OF THE CONSTRUCTION DRAWINGS. ~iQ ~ n ~ ~
1 ~ ~ ~ ~
F``a ~ o \ I rt U SEE SHEET C-4 FOR DISPLAY AND ~ ~ ~ 0 ~
,,fit a STORAGE AREA CALCULATIONS ~ G-'i ~ w x ,
,..;.;...,'";'gyp R'.>...... ~ , ~ , . . x.12.:'..' .SP; 3.. \ ~ ;.::7.:'.SPAtE$...,,:, .....7"...: AE>t5.:..::.,,: ,.NATCFItNG::DE{J~3..~:.;;......"..:'::'•'..::::.:,; °4 ~R ~~o n ~ a ~ U
t:".`.'~asa'....~:: ease'.;: : bc:o~''; 77.ob'". " ~~a r ~ / a ~ ~~u ~ g ~ ~ ~
o.: i:..:.. . ' 4 ~y.,~;,;,"mac:::;mar °w. / -4553.. . 4$53^ t 4:~ ~N, ' z;.~.. ;,,y'.;.,:.`z..aa':'": ; ;%:C~"`~::... / x~ t ~ ~ ~ ~ a •
I t: / ~ a ~ ~ n~u~~u~ W ~
10'R 1D' 16R 10R 1~R " _ \ . ~ ~ / Oj mm~lY ~'(ITI1'fI~I'~'' I~ (r `1 W ` ~+A~++ VVV ` J ~
ta,. •HATCHINO DENOTES OPEN 3'R 3'R ' ~ Q
• . 'SPACE/.POTENTIAL LOCA ON . I I ~cs. \ ~ R VERTICAL ARCHITECTURAL R 3 R 3 R _ 3 R';~ `;,>::C;i; ; \ t~`sA o a ~
.ELEMENT. ' - - - • ~ o 0 0 / ~ ~
_ ai of of ~ / 51 .WfDE ACCESS o o cn ;;:.':,r~~`;."``;',. \ ~ ~s ~ ~ ~
" EASEMENT, m m w Y w 5 R s'<;::'~~ \ ~~b ~
V w w I r o r I W U I \ 09~ / ~ ~
' ~ N I vai w vai uwi ~ gp / NWHILLRA9 SR 11 W
• m m m w 3'R
EXISTING EXISTING ~p ~t„uu„?~,
3'R 0 3'R 3'R \ , OAK HA. ~ - )AK HALL SITE LEGEND ~~,o`o~~~'..SSRO(;~~.,~~
wo 3'R 3'R 3'R I ~ I ~ ".~>a." ~ ~L~ - SUBDIVIS
JBDIVISION -v- SIGNAGE O ~ ` 9~ .
3'R 3'R a w 3'R 'R ~;:'s: ~ s~: AL TRAFFIC DIRECTIONAL ARROW 27
A~i1Ef Sf$LE". a a _w •o. ~ ; : ~ ~ r ACC SSIBLE ~ 2Q,." :>a:;?.: \ ~ ~ R
24" S ANDARD CUR r RAM ( ~ \ ACC ACCESSIBLE PARKING STALL ~j,~ INE~; w,'
AND UTTER IYP.) r . I I ~ a.':a ACCESSIBLE RAMPS ~,~'40!'y' by ~
N "1,
s85Q ~ ~ a a ~ to ~ U 1.5'R ~ 3 R 's. ¦ii~ii~ii~ii~ii¦ PHASE LINE ~!P
rn m rn N \ - - PROPERTY LINE
\ ;:}CR:Q~:.N'fitkC " " r •5'R N a ~ '.;:~`:,~..;'.I.4""?:. \ - - - RIGHT-OF-WAY LINE
\ o A 5 R ~ ~ ':?.:r•;~.i .;.i. ( CCESSI~LE I ~ ~ - - - - - EASEMENT LINE
Y ( ) ~ !p 24" STAN?ARD CURB ~ - CENTERLINE F cn z ~
w 43.8 C. v Y ~ 1'.::~t;•.';: AND GUTTER TYP. r a a ~ s ( ) to w Z w ~ HEAVY DUTY ASPHALT ~ g
~y irk \ ~ ~ 3 R a a ¢ 3'R 'R w N _ o_ rn ~ ~ PAVEMENT ° °
r w r v7 3'R ~ ~
\ Ff OPEN SPACE AREA W W
~ ~ a
g ~ Z Ul N N \G~ Ul ~ w a ~ z ~ a
z';z.:v;.';:'::. ° U 2.0' 18.0' 1 O 3~f?.;.;>...;.:%'' p \ ~ 'A ,:,.c ~ 8.0 2.0' ~ ~ m g. 1 q ~ ~ v'h~ ~h >~~y PAINT STRIPING ~ ° i
3'R 3'R ~ V' q,:" \ lJ' ~ o
w o 0 17 0' 18.0' w U ~ \ a a a a v ~ o. \ ..J \ -X-X-X-X- FENCE ~7
a SITE NOTES: ~ a a
W o ~ w W N d lA ~ 1~. .9 ~ a Q % 18,0' 17 18.0' 24.0' ~ 18.0' \ \ 1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS FOR THE OUTLOTS WILL BE DEVELOPED AT THE TIME OF THE DEVELOPMENT OF
Q N N N ' ~ 2.0' 18.0' 18.0' r ACC ACC ~ THE INTEGRATED CENTER. WHEN USES FOR EACH OUTLOT ARE ESTABLISHED, ~
' ; 2.0' 18.0' o \ ~ DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN CONSISTENT WITH THE REQUIREMENTS OF THE LIDO. WHERE REQUIREMENTS tva W ~
\ ARE VARIED, WAIVERS WILL BE SUBMITTED. 2. LOTS ARE SUBJECT TO GROSS ACCESS AND SHARED PARKING AGREEMENTS a O
~ AU... 3'R I ACC ( ACC , 3R 3 WHERE NECESSARY. ~
3'R 3'R 3 R 3'R 'R 3 R I U ~:a~.. - \ 3. ARCHITECTURAL ELEVA110NS AND BUILDING DESIGN GUIDELINES HAVE BEEN ~ ~ CO PROVIDED CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. WHERE ~
R. 16.. . 10'.. . is R R F ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY FROM THE LIDO, ~ ~ WAIVERS HAVE BEEN SUBMITTED. Q~ Z+ Q
f s H g9`e'. ":',,'::'NS~3~'as"e ,":s~~~o~04" i HtN ' ""N0 S"':'" ~ ~ 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS a ~ Q Z
' T30 i]9"E 54t3Q`0.9' S47'3,0.'D9"E:::; 1`}li ~ TT; d 'R ti . \ CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. 51GNAGE DESIGN a ~ .-I ~ STANDARDS HAVE ALSO BEEN PROVIDEO. WHERE ADDI110NAL STANDARDS ARE A ~
4U Q C S1 C~ Qom... ...:AREA: TYP..' ; ".:c, BEING REQUESTED, WAIVERS HAVE BEEN SUBMITTED. 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, a P1' ~
FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED ~
olw " \ AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPINQ ~ ~ ~ ~ \ HAS BEEN PROVIDED AS CONSISTENT WITH THE DEVELOPMENT PLAN
r W ` Ae~ slat_~ _ REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF. ~ p"1 SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION. ~ ~ U~ d+
6. DOUBLE WHEELCHAIR RAMPS ARE TO BE iNSTALLED AT ALL PUBLIC STREET w
~0 ~ INTERSECTIONS WHERE SIDEWAl.IGS ARE REQUIRED. WHEN SIDEWALKS ARE NOT ~ REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. Z ~ H
~ ~ ~ 7. NO SITE OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION, O A BERM, SIGN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF U1
OY ~ 'w ` I~ \ ~ I TWO FELL' AND EIGHT INCHES ABOVE THE CURB LJNE ELEVATION (OR THE EDGE
. , 1 Ir \ I ~ OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN SIGHT DISTANCE W x+ Q
W ~ \ RETAIL ' ' m :(r ~ \ 8. WHERELASFEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE Q ~ \ WITH THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION
a I ' ~ ~ ~ REQUIREMENTS.
~ 9. SOLID WASTE IS PROVIDED AND MANAGED THROUGH THE llSE OF DUMPSTERS \ FOR EACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CENTER.
~ \ DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHfECTURAL DESIGN
xl -f ~ GUIDELINES DF THE HOLLY SPRINGS LIDO. ~ 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED
U 1 \ FOR CONSTRUCTION AT THE TIME OF CONSTRUCTION DRAWING SUBMfi'TAL. PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR
Q, N ~`N~ ,.:.:;~:Y-;•,.:..::;::.::>;.:.<:..:;;:;.;..::;,.. dR. ANCHOR o l . N..,;. ~ ~ TENANTS WILL ALSO BE FURTHER DETAILED IN CONSTRUCTION PLANS.
1 ~ ~R::'~::: L a ~ 1 I 1 ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCE55 OF 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR
'R ( ".;QU`fDQQR STl)12AG~ NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR Hj
~ AR€A::TYP 28,861 SF ~ 4.0 ~ 18.0 i ~ AND SIDE YARDS SHALL BE BLACK VINYL COATED CHAIN-LINK. DECORATIVE ~ ~ FENCE SHAM BE USED IN FRONT YARDS AND ALONG THE FRONTS OF
S4T30'09"E 1 ( ' 0.. 68.50 w ~ BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND ' \ SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS,
~ 12. PARKING LOT STRIPING WILL Bf WHITE. SIGN POLES WILL BE CONSISTENT IN W n ,
~ I ~ q~ ~ COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT PQLE BASES ~ !"'1 WILL ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL
, t } e, ~ / \ NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL ' O
: ABC 18.0' ' :0'" ` 8.0' ~ GENERAL NOTES: ,k 1. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN
Y AND CONSTRUCTION STANDARDS.
\ 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT x
~ ~ AND INSPECTION FEES AND OTHERS AS REQUIRED MAY 8E APPLICABLE) ARE DUE ~H/
/ BEFORE CONSTRUCTION DRAWING APPROVAL. - 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL. n ,
4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS I~ 1~ O ~
v F.- i~ r' G w. OR NCDOT STANDARDS. ~ Z " ~ 5. GRID TIE BASED ON NC GRID MONUMENT °PEARSALI" WITH GRID COORDINATES AS "
f' ~ SHOWN HEREON NAD 83-NAND 88, NC GRID COORDINATES N=692,883.883 '~'k / E=2,049.363.864. ~ V

w. / / Q E" .EASEMENTS: ~ . 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC !~1
4 a~ R . / . . ~ / ~ UTILITY EASEMENT. IN THE CASE OF U11LI11ES EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN
' v - i / ~ cn 4"-STANDAR? CURB F 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE ~ ~ V~
~ ~ AND GUTTER (TYP,) / - HYDRANT ASSEMBLIES SHALL Bf LOCATED IN A 10' WIDE PUBLIC UTILITY ~ ~ EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. w
~ HATCHING DENOTES 5~~ 'HEAVY DUTY ASPHALT i / l ~ 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO Q
PAVEMENT {TYP,) / / l ~ BUILDINGS SHALL BE LOGATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. ~ SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
~ DOUBLE DUMPSTER / - `i \ ~ 3. ANY STORM DRANAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO
I 'R ENCLOSURE T1'P. ~ f p n 598.0 ~ ~ ~ THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. ;~w
o '
o ~ ~ ~ . e W
6' WIDE ~ ' I CROSSWALK / /
c - (111'.) ~ / ~ A
~ ~ ~ .
63 ~a ~ _ - \ FIST EXISTING
M~:,~ _ i ~ HOLZY SPRINGS ~ - 1 _ - _ SINGS ROAD - SR 1152 PROJECT ND, KRC-oso2o
- - - . I _ " E / ~ V R ABLE ~i'IDT~ BLE WIDTH PUBLIC R/W) ~ FII,ENAME: KRCO8o2a-s~
1 - Q ~ , ~ DESIGNED BY: -
W / g, : _ •L C 1 - nj~ L
DRARN AYi CDW
I \ x•40
v scams: 1 "=p
EXISTING GRAPHIC SCALE DATE: 09-29-08
14 K,.., IRVING PARKWAY ~ SR 1194 \ \ \ 40 0 20 40 80 SHEET No. C-6
a.
VARIABLE WIDTH PUBLIC R W 1 inch= 46 ft.
3_ s \ PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION NWADAMS
V
0 L
1 K

6¦ ~ ~
MATCH LINE -SEE SHEET C-9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ # . , ~ ~r ~ ~ ~ it ~ i ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ 1~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i- ~
r: . :o. I Q
; b
ATCHING DENOTES I - - - H r ~ ~ ~ ~ 1h ~ and ~ ~ ^ t. ~ J *¦uuu¦ • ¦ Q. V ~ Z
HEAVY DUTY ASPHALT I ~:0'R "'t0'R' PAVEMENT (TYP.) : ; - - - - - : 3'R I 8 SPACES 7 SPACES 7 SPACES 5 SPACES 10'R ¦
I OUTD00 DISPLAY o _ 32x.47 _ so i - - - - - - 8o j1 SPACES` ~ `~~t , ' ~ ~ Z ~ O
IAREA ( P.) N N4T45'53"W N4T?(5' , N4J'4a 53"W t'~ ' ~ H W ¦ U 3 R_ 4 Duo USt ~j ¦ W
2 10,R I ,R 10 SPAC 1.5'R 3'R 1D SPACES 1.5R .R 8 SPACES 3' I 10';R 1G.R . 100R I o 2 " AN AR C RB AC ES IBL ; R tOR 8 51?ACE5 oa. ~ ; ~0 ~ -10 Fi t' O ~
I a:::.: I 00 A D U R TY } RAP TYP) ; c o w : r. ? R ~o ~ ~ , UHNO ~ ~ O a ~
: :~r..:.: K'~ I ft h. ' ~ .m ~ m~m~ ,~~11 ,y'.~7 er h. ` DOUBLE DUMPSTER ~ a ~ N `{~`4~ ~ ~ o
,.:..f L - - - T CONCRETE SIDEWALK ~ *t h J ~ , ~ W x ENCLOSURE TYP. ~ h~'¦i
148.5' ' CONCR T - - - 7, E E SIDEWALK'- CONCRETE SIDEWALK ~ a ~ ~ ¦
I , ~
I ( ro' , J ~ •u..ou¦u¦u¦ou¦¦ D W CO
( I I 10 SPACES 1.5 R 1 D SPACES 1.5 R 8 SPACES 3 R ~ HAT~HING LE~lO~ES- Q n ~ I HEAL"l DUTY ASPHkiT w "a, v , 0 ~ ~ ~ W ~ ~
I ~ 328.47 i I - - - - - - I I I N N4T45'53°W PnvEe~ENr (TYP.) •o, ~ ~ ~ ~ ss ~ Z ~ ~
I I 1 ' ! I 3'R 8 SPACES 3 R 3'R 7 SPACES 3' 7 SPACES 3'R ,R 5 SPACES 3'R w o~ ~ W ~ a W ~ SPAS ~ ~ ~
I :.j'p' I 'R 3 0'R`: I I v b s~ o Z ~ r ~r~ ~ ~ a U
UI ~ d o , v~
JR. ANCHOR ~ I ~:~:::~I ~4 a o;
~ U a I ; I U ~ : . 4 G ~ ~ ~
a 48 925 SF ~i I ~ 14' ~ 0'R.:' ~ - ~ 9d ~ Cti
I , 3 R 8 SPACES 3'R 3 R 7 SPACES 3'R 3'R 7 SPACES 3'R 3'R 5 SPACES 3 R 3•R 3t~ I RETAIL 1 .1 ~ ~ HILL R A SR 11 W
( 1 _ o _ _ 328.47 _ I ~ N4T45'S3'1v - - OUTDOOR DISPLAY,: I a AREA (TYP.)
I 3'R 10 SPACES 3'R 3'R 10 SPACES 3> ,R 8 SPACES 3' t........, 13,99$ SF ~ ~ 11YLL/' L~ lYlAr CA „r~~~~~i
3Ii: Acc I ~ ~ ~ SITE LEGEND ~~N
- - - y ? ~ SIGNAGE ~ y '
l.~..:.. ; }
U I o ;a°a' ACC ~ . STORMWATER n ~ EAL " z ACC ~ I1aT`'!il^dc DEnGTE~ ~ ~ ~ ~ TRAFFIC DIRECTIONAL ARROW i 3
~ ~ Q' 124 ! HARDS%APF/~PECiAL~~ 2R PAVING OF STAMPED : 5~' ~ ~ •
MANAGEMENT FACILITY 4 'R 10 SPACES s'R 3'R ibR Q # 10 SPACES 3'R 3'R 8 SPACES 3 R ll~' ~ ~ ~ 0 328.47 afl. I ~ MP.7ERIAL ~ ~ ACC ACCESSIBLE PARKING STALL i~~•~INE,.•~~<v~:
(SEE S E ) o~T~ooR sroRA~E I ~ I - - ~ ~ AREA (TYF'.l 2 • ' I N N4T45'53"W : ~ I ~ ~ ~ ACCES5IBLE RAMPS i~~~h~~~~~ `~~i~
/ 3 R I 7 SPACES 3'R 3'R 7 SPACES 3'R 3'R 7 SPACES 3'R 3,R4 SPACES 3' • 10'R I I 10R ~ ~ HATCHING ~ i i ~ i i ~ i i ~ ~ ~ ~ i» PHASE LINE
0.Q ~ ~ - -
r fig' > ~ SPACE AREAEN • ~ - - PROPERTY LINE
in {.r a I - - - RIGHT-OF-WAY LINE
5 CONCRETE SIDEWALK 3j tt x ; ; 3 fiR x ° _ - - - - - EASEMENT LINE 31R •
I . ' . ' - CENTERLINE ~
RETAINING WALL (TYP., > : 4 32947..:. HATGHkNG:DENOTSS . DESIGN BY OTHERS) I ~ HEA~~RkiA4.T . W o i7aiso > ~ ~ HEAVY DUTY ASPHALT o ~
: ~ N4T4353"W F~i~JE~dENT ~T1~,) t NargsSa'w : . ~ ~ ~ . ~ ~ PAVEMENT ~ ° •
JIZ. ANCHOR I 1
( ~ ~1'R ~ n ~ 31.~R • 1 c"~ ~ CONCR SID WALK ~ I ~ ,R:: ' '31 R ° ~ ~ OPEN SPACE AREA w lil ~i ~
• ' I 150 3 26,507 5F I ~ ~ ~ a d
~ v v o ~Ww z
- - ~ Q Q , PAINT STRIPING O ° °
~ ~ ~ ~ _ I R 6 SPACES 3'R 3'R 7 SPACES 3'R 3'R 7 SPACES 3'R R pq 3'R ' ~ O N
rr 4 S CES ~ - ` " I I OUTD00 DISPLAY O - 328.47 ` - ~ -X-X-X-X- FENCE W
J AREA P. ~ - i - ( ) N N4T45'S3"W ~ fle . . - - ~ 1 P : 18.0' ~ ~ 0 S ACES 3 8 SPACES ? ~ ~aa 2 fl' : 1s.o' - ~ . ~ ~LT,~. NOTES:
1 O,R 3 R 3 R 10 SPACES 3 R 3 R 3 R i R `>ii I , ~;a 5R ' ~ ~ 1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS
~ ~ , ; ~ _ 2 R , FOR THE OUTLOTS WILL BE DEVELOPED AT THE TIME DF THE DEVELOPMENT OF
~~~1 ~ i i ~ ~ ~ ~~v~~~ ACC ~(o ~I ~ i I~ ~ I I~ ~ ~I I ~ o: ~ b ACC : ~ THE INTEGRATED CENTER. WHEN USES FOR EACH DUTLOT ARE ESTABLISHED, v{o ? ~ DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN U W
I i I 'i . I i I[V I i i O i I n ~ _ _ : ' E CONSISTENT WITH THE REQUIREMENTS OF THE LIDO, WHERE REQUIREMENTS a W ~ ( ARE VARIED, WAVERS WILL B£ SUBMfRED. s~ O
- i ~ ~ I ~ ' ~ ~ ~ ! I ~ ~ 43.8 C. I i ACC I ' r ~ I I I { ~ W 2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS ^ ~ ~ 3 R: ACC I WHERE NECESSARY. ~
R 3IR 3'R 3 R - ~ j i ' 10 SPACES 8 SPACES ~1 ~ ~M 3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN W ~
_ 0 1 - 328,47 OUTDOOR DISPC'AY i - - - : - ! 553 N4T4 'W y o ~ Y , W PROVIDED CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. WHERE ~ ~ m 14,041 SF ? ¢ ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY FROM THE LIDO,
AREA (TYP.) r- I 8 SP C S 'R 7 SPACES 7 SPACES 5 SPACES 3 R 3'R 3 ~ ~ WANERS HAVE BEEN SUBMITTED. a ~ r~ 3'R _ a 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS ~ ~
. ' I i Yp 3'R I ~ 3 R 3'R 3'R 3'R 10'i?;'. us ~ W CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. SIGNAGE DESIGN
( ~ 30' CAPE FEAR RIVER BASIN I ' ~ I I ~:;o:::. w { ~ ~ STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDITIONAL STANDARDS ARE A ri 9 w ~ w BEING REQUESTED, WANERS HAVE BEEN SUBMITTED.
STREAM BUFFER, MEASURED ~ I T A I JR. ANCHOR ' I }:;r.}.a:r;< 1. 30' FROM OP OF B NK, • I }a 11 T ? ~ ~ 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, H W W a
EACH SIDE TYP. I - o ;,~,.±e:.;.: :v 4 N ~ ~ z ~ ~ ~ , FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED N O ' z ~ D W ° ? I 1 AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPING xi ~
I 2~ - h I_.- 31,240 SF ~ ~ •.>40'R w ~ I ~ ~ I HAS BEEN PROVIDED A5 CDN5ISTENT WITH THE DEVELOPMENT PLAN Q+ d. I 1 : ~ ~ ' ! REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF. ~ ~s ~ Q'
3'R I 8 SPACES 3'R 3'R 'R 3'R 3'R 'R 10°.R:: `.':.d. LOrT 14 - - - - - - 7 SP 7 SPACES 5 SPACES 3 R 7.58 AC. - - ° 329. ' a. ! - - 7 SPACES SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION. W ~ Z ~
I N N4T45'S3'W W 6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET 1p ? INTERSECTIONS WHERE SIDEWALKS ARE REQUIRED. WHEN SIDEWALKS ARE NOT Z ~ H
- - - - - - I 3 R 8 SPACES 1.5 R 3°R 10 S S 1.5'R 3'R 8 SPACES 3'R ?:`::::1~. 10'1:." ~ ,0.. , 18.0' : ~ ~ Z REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. ~ A _ _ I r I' ' ti I , a 7. ND SITE OBSTRUCTING OR PARTIALLY OBSTRUCTING WAIL, FENCE, VEGETATION, ~ 2 0 18.0' 1
2 STANDARD CURB •I ~ 2. U U U U o AC ES IBL A GUTTER (TYP.) U U U U ~j I ~ I 4 Q Q Q RAP TYP } 1 ~ r BERM, SIGN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF ~ ~ Z
I I I F.d i ~ ~ TWO FEET AND EIGHT INCHES ABOVE THE CURB LINE ELEVATION (OR THE EDGE W MM OF PAVEMENT IF NO CURB D(iSTS) SHALL BE PLACED WITHIN SIGHT DISTANCE Z xi O
T COI~CRETE~IQEIy.BL~;n - T CONCRETE SIDEWALK 1 - 2R ? ~ W TRIANGLES, ~ ~ " ~ ~ 8. WHERE A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE O
~ ~ 7~ w • a'.::: CONCRETE SIDEWALK b o ~w:: h ~ WITH THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION ,ti ' ~ REQUIREMENTS.
. . C N ~ 9. SOLID WASTE IS PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS
.1 I o FOR EACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CENTER.
~ I ~ ~ DUMP5TERS WILL ADHERE TO THE SCREENING AND ARCHITECTURAL DESIGN ''.,::z21~',I?'.>. , GUIDELINES OF THE HOLLY SPRINGS LIDO. 15 i© SPgEE5 3'R> 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED
:::o.. ~ 3 R I 1 • 'R ,R 1 'R 3'R ~ R.::-: .1;. ..4 HATGHfNG.DEN4lE5 10 SPACE 5 10 SPACES •5 8 SPACES 3 R ":ci'.'::..... : ,i >;':~.©'R:i:: >.;',a:>;'..,`:~-, >.:.,::'.::';.::::;:';::.:H~A!~!;;13t7TY.>ASt?tlr~G~::;.;:;:.:;:':~;.?,;. ( O 328.47 f , , 148~Q ~ ( H TCHING , FOR CONSTRUCTION AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL.
PA1~fMR'1`j (TYP.).. _ I 4553'W I cv N4T D OTES OPEN pLA7~, HARDSCAPE ANO PEDESTRIAN WAYS IN FRONT OF THE ANCHOR
: ' ~ ~ ~ .;a 3'R I 7 SPACES 10 SPAC 10 SPACES I 3' 3'R ES 3' 3'R 3'R _ `3Q'R 1 OR 30 CAPE FEAR RIVER BASIN ~ ~ „ i I,, . ~ 10. Ek? a5s3'~t a ® { { { T S , TENANTS WILL AL50 BE FURTHER DETAILED IN CONSTRUCTION PLANS. W : 5 SPACES ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS 10: ' 1.5 R 2DR ~ IN EXCESS OF 4' HIGH AND WHERE FENCES ARE D££MED REQUIRED OR
STREAM BUFFER, MEASURED I ~D I o
30' FROM TOP OF BANK ~ . STORMWATER \ - ` EACH SIDE (TYP.) r ~ ~ NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR 0 0 ~ { ~ , AND SIDE YARDS SHALL Bf BLACK VINYL COATED CHAIN-LINK. DECORATIVE
MANAGEMENT FACILI 3 ~I°: # \ "'I° o{~ ~ 4D R_ a o FENCE SHALL BE USED W FRONT YARDS AND ALONG THE FRONTS OF ~ m ~ o{~ BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND rte,
. ~ • \ (SEE SWEET C-24) \ \ - I ~ _ . z ~ ~ { ~ , SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS. w Qy
` ~ c- \ \ \ !`.;:!:i I 3'R I 7 SPACES 3'R 3'R 10 SPACES 3'R 3'R 10 SPACES 3'R :.R.;..;:};aR { 12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE CONSISTENT IN n , Z 1aR 1.5 R ` , ~ { ~ I COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES t ~ !~1 ?F-~l 6 SPACos.oo' o ~ R ; . v~'~ } kk WIl1 ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL v
~ ~ ~ \ ~ \ \ ~ ~ OUTD00 DISPLAY o 32s.a7 NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL ~ ~ ?
- - ~ . ~ ~ ~ ~i RETAIL - - - - - - - - • 43.58 AC. \ \ 1--.. ~ : IAREA (TI N N4Ta5's3^w - N4T45'S3~ N ~ GENERAL NOTES: U
~ ' ~ ~ \ ~ ~ D 3'R 8 SPACES 3'R 'R 10 SPACES 10 SPACES 3'R ` ~ 3'_ ~ 3' 3'R 0'R' ` x.10' ~ r'' ~ 5 158 SF I ::~.1.0'R I :2 ~ A i, p I o 2 10' 1 5 R SPACES 3 R 2,. 0 18 0' { ~ 1. ALl CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN
4p. AND CONSTRUCTION STANDARDS. V ~ 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING ^
j \ \ I o a.,. _ i a~ :.rya p ~ •Lw... " ] ab a ~ `o { { / ~ CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF A55ESSMENT Fi¦~ v{~ ~ ,3'R ( { ~ AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE
~ , ! DOUBLE DUMPSTER I o ~ . , o y ~ ~ ~ / BEFORE CONSTRUCTION DRAWING APPROVAL. n,
• ENCLOSURE TYP. ~ > I ~ :.:r 1 ~ ~ . 1D3~ ~ ~ ~ ~ 3. THE PLAN 15 SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL, ~ ^ ~ 1
\ ; ~ ` C""' I :.3 R'--`:: T'SPAC~""°' '{a,_,_ 3 t O R I ~ ~ j(j: ~PACCS , ~'"-"`±\14:SPACE~. 3R ,1; tOR . DR o 4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS ~ Z 4 RAISED CR05SWALK ~ OR NCDOT STANDARDS. 1517 S SPACES w ~
N ti \ ~ 50:00' ;~Q:ob`:::o. E J I t I ~t9:47 _ :4 m \ ' ~ II I ~ _ _ I ` 4745 g3'W N4T45 53 iN rv. N4T45'S3"~Y 1~4- - ~ 5. GRID TIE BASED ON NC GRID MONUMENT "PFARSALL" WITH GRID COORDINATES AS
- i \ RETAINING WALL TY 1 3 i ' \ \ ~ DESIGN BY OTHERS) ~ ~ R 1 i R :'3'R . ~9:S.PAG~S : 3 S R :"'S $PA~ES 3 R'%` 3'R. N"I-7~553'1"t~ w t SHOWN HEREON NAD 83-NAND 88, NC GRID COORDINATES N=692,883.883 TD ~ . E=2,049,363.864. 3 R. T4 SPf+CEs ~ 3 ~ ~ M+I
;.:I::' . " ~ 10'R 0 TDO R ISP A>~ _ ENTS: W
• o ~ Q _ _ ~ u J ~ ~ ~ ~ 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC C'~ Q Q l ~ \ ~ ~ ~ UTILITY EASEMENT. IN THE CASE OF UTILITIES IXTENDING ADJACENT TO EACH ~
- o ~ i I ~ 24" STANDARD CUR \ ~ OTHER THE EASEMENT MAY 8E A VARIABLE WIDTH EASEMENT BUT NO LESS THAN
~ • _ ~ I . ~ : 18. 2 .0' 18.0' 18.0' 2 .0' 18.0' _ _ ~ ~ ^ + _ _ _ _ _ { ~ ~ 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE ~ N - _ _ ~ o ' HYDRANT ASSEMBLIES SHALL BE LOCATED fN A 10' WIDE PUBLIC UTILITY ~,~1 w
°o ~ / j_.. ~ m to { y ~-~.f E P '1 ~ ( I ~ ~ ~ EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. W ~ N ~ 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
~ ! \ i; i ~ \ I 3 o N j ( BUILDINGS SHALL BE LOCATED IN A 20' PRVATE STORM DRAINAGE EASEMENT. ~ x
~ SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
3 ~ ~ . \ 1Q'R.:..:.~R , 2 R ~ °o o U in ~ w ~i r, { ' ~ THE SITERSHALL BE L ATED~IN£Ap120' PUBLIC ST RMCDRNNAGEO EASEMENTO
~ ~ \ i s~A~s: ~ ~ al~ ~ ~I~ d I RETAIL r Q ~ C ~
r ~ ~ \ ` ~:3~~r . "~3`'.SPA">"?;. ,:'.J'R _ : , ` ~ 24,044 SF { I l ~ .SEE SHEET C-4 FOR DISPLAY AND
~ ~ 7,8' i ~ - ~ ~ \ b R { STORAGE AREA CALCULATIONS W
~
~1 ~ ~ I I I n~. ~ w I O
~'f ~ w 'R ~ _ r - ' 3 a v ~ I 1 3' ~ ~ ~ 1 I 40~ : o w ~ _ 4T1R:; i I - ~ °'m ~ ~ ~ ,
~ 1 ~ ~r::::. ~ -1 0 / ~ ~I ~ I 4D'R~.. c i ~ ~ ~ f~'° 5'R ~a'R ~ ,OUTDOOR DISPLAY AREAS:
~ 30 CAPE FEAR RIVER BASIN ~ / ~ - - ~ ~ 10' ~ ~ ~ STREAM BUFFER, MEASURED / SPACES l OUTDOOR DISPLAY AREAS HAVE BEEN INCLUDED ON { y ~ THE SITE PLANS. SINCE, MANY TENANTS ARE STILL PROJECT NO. KRG-08020
U / ( ~ V 30' FROM TOP OF BANK, ~ I ~ ~ : ~ ~ # $ gpA . OUTSTANDING AND THE FOOTPRINTS AND DOOR 5 , f, LOCATIONS WILL CHANGE AT THE TIME OF ~N,~: KRG08020-S1
W EACH SIDE TYP. / ( •'R=' ( ) / ~ I I NdTdS.'43'1V >.N4T 'S3CVt;..:'' 'N4Td5'53"Sq. '.i L=79:38:..: . 00 HATCht{NG D~~lC1.'{F~' ~ ; ~ . f II ~ a3 L~,29. ~ / / I 70'R \ \ .50,::~r HEAVY'.pU.TY ASPHALT;..:" .o, OUTp00R $70RAGE . ~ ~ L~t~ CONSTRUCTION DRAWINGS, THE DISPLAY AREAS AND ~~tZ ~ ,,r OUTDOOR STORAGE AREAS ARE SUBJECT TO CHANGE
~ i ~ / I ~ , ~ \ :S:PA~ES j:0. SPAGEB:. ''1:: .y 15:27 ~ . ,<r E / ` f R . '3 R 3 R ~ : , .3 R t ~F1~T es7 t'r AREA (TYP t3 DESIGNED BY: - es;" tT ~ o ~ N5 : o yy~~-~ THEREFORE, AT THIS TIME WE HAVE
L 1 1 ,1 ~ ti \ i -1- 1--I- ~.--I ~ I -a- I~--1- .1-I T I~ ~ t.„ a7.~.R . : . w ia59`.4~` . .T ~ ~'.J r_onouireiiv/rn~irro~nieiiv inrninnrn rurcr ,,.,,m,.,,,v.
AREAS. 6NCE TENANTSvARE FURTHER DEFlNED AND JKW
j 4 N a.0,5PAGES;R. R 7;.SPACES .:3 4CFS 3 SPACES.f~ 40'.R / / IDENTIFIED, THE STORAGE AREAS MAY SHIFT AND SCALE, _ R 20 3 R QR: N WILL BE ACCURATE AT THE TIME OF THE =40
r~ I \ - _m CONSTRUCTION DRAWINGS. DATE, 09-29-08
STANDARD CUR$~ - - I - I ` \ AND GUTTER (TYP.) GRAPHIC SCALE
RETAINING WAL TYP. 40 0 20 40 80 SHEET NO. r _ 7
DESIGN BY OT ERS) DUMPSTER E E 1 I` 1, h~ q
ENCLOSURE t~YR ) 1 inch = 40 ft.
x
Y MATCH LINE - SEE SHEET C-5 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION NiMcADAMS
0
u

a
MATCH LINE -SEE SHEET C-10 ~ F
~ ~ ~ w ~ 1 T~~+ ~ I ••~~i ~ -1
' LV 1 V t I'; 1 1.66 AC. 6' CONCRETE SIDEWALK ~i
o o
' ~ • ~ ' ' ' . ' C~NTRRL• ~01'EN 'SPADE. • • ' • . ' • ' • ' ' . ' ;:3'.:. (j,~' ~
. ' . ' , ' • • (HATCHING DENOTES OPEN SPADE ~ ~ i I'-- I ' :.Or 1 y
N
a if 1 - . CONCRETE. SIDEWALK:. ' 1 M,,: 1, E
t { I ''"11 I E ~ ~NNNp ~ ~ v , ~ ~ MHfD
o : , 6' CONCRETE SIDEWALK ` ' " ~ : ~ _ ;fi w
, + 24" STANDARD CURB ~ i x "4 x ~ M ~ U
. a AND GUTTER (TYP.) ~ a 1 i~ ` IX~ ON~J ~ p ~ ~1 ~ ¦ ~wb~D ~NPI 8 ~ ~ Ul sx
10,~ ~ N ~ ~ ~
10'R 9 SPACES 3 R y ~ O 54T45`53"E 'U~ l~ ~ Z 1 a ~ m _ d+
- O 1 G7 ; ' N 111.15 1 s; C7j uuu~ruu~....uu. ~ ~ W ~ ~
10'R 3' 7 SPACES 3°R ryp ¦ ¦
1s.o~ _ 2 .G' m : a x 1- PAD #3 w ~ S, ~
n. ~4~ iN ~s~ a F ~
~4 lZ. I
I t~ Q : ~ I; f ~ "~o ao~n W w
51 WIDE ACCESS 1 1
EASEMENT rn 10 R 3'R 8 SPACES 3'R 1 o~ ~ ~
~ - N 121.83' 1` N,~W HILL R A SR 1l Z
'R 8 SPACES 3'R " 1 ~ W
w o t I , EXISTING ~ LOT 5 W EXISTING
~ a....... ; 2.40 AC. o o.,N:; ' . x _ ~ Qd o OAK HAL] ~K HALL ,,,,,•~~;~+ca_o''~-,,,,,
. (11 W O' C Z O g ~ 1
SUBDIVISI( ~ rwy a n ~ 1 ~ 1 3DIVISION 9'
1DR 3'R 5 SPACES 10't~. EA - 3 - . . ,r ~ • • ~
w 7 SPACES , 1 3 R O S4T45'S3"E o S4T45'53"E 1 ' i» o; . ~ Z N 92.00' N 133.68' 1 [
N ° 3'R 5 SPACES 3'R ,10' ' 3R 1 ,n. N::, t,: 1~1'R ti's \ rAIG ;
10'R - ~ \
1 1 \
O Q p n 0 0 o DOUBLE DUMPSTER `:?:::a ".:;i: • ~ ~ ENCLOSURE TYP. `:::rte%~:>; 1 / ~ ~ / °e
11 \ 1 \
24.0' 24 1 0 0 / .
1 ~ I \ ' Z
3R 5 SPACES 3R 3~R ' / / - SITE NOTES: o g
® 11 SPACES 3'R r 1 O 92.00' _ 1 ~ O S4T45'53"E 1 I N4T45'S3°W 1. OUTCOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS ~
® N N 152.45' ~ \ ~ FOR THE OUTLOTS WILL BE DEVELOPED AT THE TIME OF THE DEVELOPMENT OF ~ ~ = THE INTEGRATED CENTER. WHEN USES FOR EACH OUTLOT ARE ESTABLISHED, o
3'R 5 SPACES yy 11 SPACES >R \ ~ 10'R - 3~ 10'R 10'R 3R F.,.>.;;.,.; 1 i.~:.R: is I _ DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN " \ CONSISTENT WITH THE REQUIREMENTS OF THE LIDO. WHERE REQUIREMENTS a a
o t o 1 - ARE VARIED, WANERS WILL BE SUBMf1TED. ~
~ , 2. L0T5 ARE SUBJECT TO CR05S ACCESS AND SHARED PARKING AGREEMENT'S ~ ~ \ ' _ ~ `o~ WHERE NECESSARY. Z
. N Zv 1 ai z I 24" STANDARD CURB <`ao'`':'..:. Y_ y y 3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN ~ ~ o PROVIDED CONSISTENT WCfH THE TOWN OF HOLLY SPRINGS LIDO. WHERE ~ cv
:'.;:w I AND GUTTER (TYP.) 4'Q~R:;:i;i.,` ` , , °pp`4>.;i, a \ y - ~ ADDIT10NAL STANDARDS. ARE BEING REQUESTED OR VARY FROM THE LIDO, ~ o i
4~ WANERS HAVE BEEN SUBMITTED. ~ \ 1 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. 51GNAGE IS ~ ~ a
r ? 1 - CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. SIGNAGE DE51GN ? ' STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDmONAL STANDARDS ARE
N4~'a3''.53'w::';:,::.::. .cv '...N4~'4*a"53"N?. N&7'43'53'W':::: 1 BEING REQUESTED, WANERS HAVE BEEN SUBMITTED.
" 1:0'R ' FQ'R 3.R..: ...7:.SPACES 3.R 3,'R. SFAC>rS R 1 j 6' WIDE CROSSWALK I ~ 44'R..;.,....:; 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL 8E FURTHER DETAILED
,o... 4'I. ~ (TYP.) ~ m W ~ q.. ; I O ? ~ AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPING U W HAS BEEN PROVIDED AS CONSISTENT NTH THE DEVELOPMENT PLAN a W ~
: 3'R ` ` W ~:i i .Mt.o:., ia`~ i. ~.an m N 1S. : REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF.
ACCESSIBLE o ~ w I I :.,n,? 18~ ::'.:>J AMP TYP 18.0' ro : ~ 1, ? SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION. ra ~ ~ ? 6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET E-i
INTERSECTIONS WHERE SIDEWALKS ARE REQUIRED. WHEN SIDEWALKS ARE NOT W U1 ~ F REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. U ~
' c 1p' 3'R ~ 7 SPACES 6 SPACES 3'R y. 1 1 3 1'1" O 185.73' ~ O, 1 ? 7. NO SITE OBSTRUCING OR PARI1ALLY OBSTRUCTING WALL, FENCE, VEGETATION, ~ O Z
tJ'.: W w RAISED CROSSWALK Q":.::... - - - t . n I N N4T45'53"W ? BERM, 51GN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN 1Hf HEIGHTS OF TWO FEET AND EIGHT INCHES ABOVE THE CURB LINE ELEVATION (OR THE EDGE ~ ~ H
W ; ~r . I ~ ..rv.::.:;. ~ 7 SPACES ' 8 SPACES ; - F o:.... ;;isi:.:'.',a'D'R 3'R 3 R 3'R 3'R tb'Ff':,:`:i'%.::?. 1 . OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN SIGHT DISTANCE Q+ A ~ n ? - ~ TRIANGLES.
w ~ o PAD #2 I : `'A~t' ~ 1 ? - 8. WHERE. A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE a ~ U]
~ z r. 1 a WITH THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION a W H REQUIREMENTS. H W a
. t ? - 9. SOLID WASTE IS PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS x ~ H O ? _ FOR EACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CENTER.
~ ' :::o':'o'>:i 'j':if .:.~::~'R 1 t:.};.:::`:; q..; , DOUBLE DUMPSTER p 1 W I ; I ENCLOSURE (TYP.) N ~ ~ . ~ ` DUMPSTERS WII1 ADHERE TO THE SCREENING AND ARCHITECTURAL DESIGN
LOT 4 N . N r~ 51' WIDE .ACCESS :r ~ : ;,1~ /-~11 1.53 AC. z;::~:;?;::: ~ GUIDELINES OF THE HOLLY SPRINGS LIDO. ~ ~ ~ ? ~ 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL HE FULLY DETAILED W H Z
h•1 ,:1 ~:.~'.~.`C.:;:: EASEMENT 3'R "a a,~ i o ~ ? _ FOR CONSTRUCTION AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL. 'Z 'f7
18..0 24.d ~ 1 1: ~ 1 PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR Q A TENANTS WILL ALSO BE FURTHER DETAILED (N CONSTRUCTION PLANS. Z
~ i,i ~ 1,t PACES., , ~f~..,: ~r~ , ? F 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS ~ ~ ? IN EXCESS OF 4'HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR ~
~ : 1 NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR Z O
ul : ` :N#Td553"w cv ; t1~kTa5:53'W ' : ; . lA': { ' . ~ .,:~.~3'.R:3 SPACES 3~~ 8.~~aPACES 1 AND SIDE YARDS SHALL BE BLACK VINYL COATED CHAIN-LINK. DECORATIVE ~ ~ FENCE SHALL BE USED IN FRONT YARDS AND ALONG THE FRONTS OF p
1 t BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND
gas:: 3'R ~ ° o j8p tJ~ SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS. ? 12. PARKING LOT STRIPING WILL BE WHITE. SIGN POLES WILL BE CONSISTENT IN
gym':.. ~ ~ o g ~ ~:2~°~ 1 1 ~ ~ }o ~ ? COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES ~ \ - WILL ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL
11 O ~ ~ a ~ ~ ( p NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL
3':R AGCES~16:: ` j s ~ ji' '~4.'.R tis.
:RAMP. {TYR}} , 8. SPA . 3R:;>..:, 3 R 4 SPACES 3 R t 1 ~ GENERAL NOTES: , ` ` ~ 1. ALL CONSTRUCTION SHAU_ CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN W
: ~ f.~1T.3 " , :'`'.iQ4T!~ - - flit: T ~ . .':..:.:.:.:Lx~17<~~....;.::.:.,..., rt .F5.53,M::':.:...::.:;; . : N4T4553"NN E ` AND CONSTRUCTION STANDARDS. ? 2. CONSTRUC110N DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING
:13 '`f ~ ? ~ SPADES ~ - :1i '~11. +;t~. ;'.TORS j ' ` 10'R` 1 ? CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT V j
~ \ AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE ~ ? BEFORE CONSTRUCTION pRAWING APPROVAL.
r.': ~ ~ : w Q is ~ ~ N 157 AC ' PAD 1 ~ ? 'E5: t,; : . ,:.:.40'6:;.:'' .l`...': / $'r ,:o.e,,.., ? 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUC110N DRAWING APPROVAL.
4 4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS OR NCDOT STANDARDS. ^
~ / .0 ~ 10"R ~ ~ ~ ts. 1 ~ 1 ? 5, GRID TIE BASED ON NC GRID MONUMENT "PEARSALL° WITH GRID COORDINATES AS r 1 W ~ ? $ SHOWN HEREON NAD 83-NAND 88, NC GRID- COORDINATES N=692,883.883 v
;J : 2 ~ : E=2,048.363.864. ~ 0
~6' WIDE CROSSWALK ~ ~ .r 2 ~ 16.0' _ 10'R 3'R 1 r 18.0' 13 SPACES 3'R FUTURE DOUBLE 4 \ EASEMENTS: A
ACCESSIBLE - 158'34 _ DUMPSTER ENCLOSURE 1 3 ~ 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC
.RAMP {TYP•'.)' N4T45'S3'w a (TYP.) '1~ .-r ~ ` 3'R 11 SPACES 3' 0+~: .-.,_._..c( ! ~ UTILITY EASEMENT. IN THE CASE OF U11U11ES EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARWBLE WIDTH EASEMENT BUT NO LESS 1HAN
~ ~ 10' FROM EACH UTILITY LINE. WATER SERVICES UP TO THE METER AND FlRE HYDRANT ASSEMBLIES SHALL. BE LOCATED IN A 10' WIDE PUBLIC UTILffY ~I
43.58 AC. , o~ ~ ~ - _ f - ~ ~ - - - - - - ~ N 11 i EASEMENT. 5EE U11UTY PLANS FOR LOCATIONS OF EASEMENTS. 1 - O
~ 1 - - - - ---os - 20,E .:.:'20....>. 3'P s 'i ` 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO M w z I ^x°T , BUILDINGS SHALL BE LOCATED IN A 20' PRNATE STORM DRAINAGE EASEMENT.
' 106. R 'r~. v; ~ ~ R~;. ::SPACE 1 SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
E :~C2 :zb'.:: -•-.~.3~8'•_`,_;:~a . iy ' :..446.)2';:. 1 ~ ~ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBUC RIGHT-OF-WAY INTO ~ so~hh ~ THE SITE SHALL BE LOCATED IN A 20' PUBUC STORM DRAINAGE EASEMENT. V
~ 8'::SRACfS ; z::SPAC~s':..: 'fi; :SPACES ; . . f R 3 3 R, 3.R.
Q ~ 10'R 24 20~ ~ a ~ QUTDOOR DISPLAY AREAS: W
OUTDOOR DISPLAY AREAS HAVE BEEN INCLUDED ON THE SITE PLANS. a ~ SINCE, MANY TENANTS ARE STILL OUTSTANDING AND THE FOOTPRINTS U~
m a A %::(;d.:o.,>:.: \ t~:, 24" STANDARD CURB o ~ `a ~Q'R, . T' a.. \ AND GUTTER (TYP.) AND DOOR LOCATIONS WILL CHANGE AT THE TIME OF CONSTRUCTION ~
DRAWINGS, THE DISPLAY AREAS AND OUTDOOR STORAGE AREAS ARE SUBJECT TO CHANGE. THEREFORE, AT THIS TIME WE HAVE a
a GRAPHICALLY/CONCEPTUALLY IDENtiFIED THESE AREAS. ONCE TENANTS Q
, . . ' . ~ 20'R 3'R 10'R.:.. } i ~ : AREA TYP. sE - ' , 7 SPACES 3R ~ { ) - ARE FURTHER DEFINED AND IDENTIFIED, THE STORAGE AREAS MAY SHIFT h?~~I _ - ` AND WILL BE ACCURATE AT THE TIME OF THE CONSTRUCTION DRAWINGS. ~ W ~
TENTIAL LOCATION 1oa.1a' a _ >A ( i ~ ~ FO BUS SHELTER N4T4b'S3"W ~ ` 1
N 4~`:~ a ~ ~ 4 SPACES 'R I~ 2Q'i~:'•.:5;<>::: ~ - 3 3R 1 \ SEE SHEET C-4 FOR DISPLAY AND
~ ':~:..t?' ~ i 3'R tnf ~ 10'R o 18.0' ! RETAIL ~ _ - ` STORAGE AREA CALCULATIONS
~ o ~ s a 4r 1 .8' B 1 Z ~ 51' WIDE ACCESS s o:. a\. : v a i T ~ '
E SEE :....~.I~:.. . A M NT ~ ~ _ n F ~:>D • >m>. ~ • .M...~ I ,11,471 SF ~,o.:' 8~ W
Q
~ ( PUBLIC : '`ti 0 1a.`R`. 2 1 _ }
3 I TRANSPORTA110N ~ 20 2 SPACES ~ 1 ~ / (r a1 sa' 138.8' ' US STOP AREA 2 _ _ -
s " S s~. N4T45'S3'~!"..:•i'.. , I
o `':::'.5;>?":':'`i5:% 3 SPA ~ 3' L.1 D UBL DUMPSTE % ~'y \ PROJECT ND. KRG-OSOZO
J ~ ,p ;i~'` ;.;.i,i„ a3". - _'""E ~RE TYP; c o :5;w. o ( Fu,ENnI~: KRG08020-51
::r.:;:~,:.
C. \ DESIGNED BY:
a CT(1RkAWATRR ~ ~ ~ ~ ~ ~ ~ DRAIPN BY: CDIAI
v~v~an~rrru~~?
MANAGEMENT FACILITY #2 f.6Q.TDOQR t o I X20 83Gfl x4_00'. ARE np., x7:oD Q S87o' - : r SCALED 1 40
(SEE SHEET C-19) ..',....--NM17~tr614. - -F.Y.+5tl1 4N4' #2YF-ai 'N67444AY1 HATCHING ` DATE' 09-29-08
DENOTES PEN N I SPACE AREA 4fl R fi0 R 0 ` GRAPHIC SCALE
-1 ' 24R 24" STANDARD CURB - -
FA r iii. ` ` rr rr - Y~ i rr '..r rr rr : . . `''rig ~r : \ \ 40 0 20 40 80 SHEET NO.
MATCH LINE SEE SHEET C-6 1 inch = 46 ft.
r PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION AWADAMS
V
1 K

QUTDOOR DISPLAY AREAS: ~ ~ z z
OUTDOOR DISPLAY AREAS HAVE BEEN INCLUDED ON THE SITE PLANS. , / 0~' ~ W SINGE, MANY TENANTS ARE STILL OUTSTANDING AND THE FOOTPRINTS
\ ~ ` AND DOOR LOCATIONS WILL CHANGE AT THE TIME OF CON51RUC110N I ~ ~ Z C7.
DRAWINGS, THE DISPLAY AREAS AND OUTDOOR STORAGE AREAS ARE ~ ~ 1 SUBJECT TO CHANGE. THEREFORE, AT THIS TIME WE HAVE I V
GRAPHICALLY/CONCEPTUALLY IDENTIFIED THESE AREAS. ONCE TENANTS I ~ ~ . ~l ARE FURTHER DEFlNED AND IDENTIFIED, THE STORAGE AREAS MAY SHIFT .r~
AND WILL BE ACCURATE AT THE TIME OF THE CONSTRUCTION DRAWINGS. I p ~ H W ~ o
~ ~ pP , '
66- m. aII~NNND MAD as ~ v
SEE SNEET C-4 FOR DISPLAY AND ; ~ ~ ~ w ~
~ ~ ~ ~ STORAGE AREA CALCULATIONS a ~ ~ .
~ `1 \ ~ 1 / $ ~ ~ ~
~
i W~ I ~ ~ ~ a ~
l ~ ~ ~ w ~ ~
0 J ~ ~ ro ~ 1 d ~o s z z ~o s W Z ~ ~
~ ~ ~ ~ ! ~
COLLECTOR A ~ ~ ~ ; •
(PRIVATE - 41 B-B) 1 ~ U 1 ~ ~ x
~ ~ ~ 9~ W W
J
{ ~ I ~d ~ ~ t~ ~
1 N TV HvILL*R~ AA n SR 115. W
I ~L' L1 lY1L'1~ ???unrrrrrrr
I SITE LEGEND . 4
I ,.~'zo.•Ftiss/off, -y°. SIGNAGE '
1 SEAL ~
r 1hJ 1 I I ~ TRAFFIC DIRECTIONAL ARROW t 21.28 AC. ~
~ TORMWATER c
S ~ ACC ACCESSIBLE PARKING STALL i I NE..• •~<v P
MANAGEMENT FACILITY 5 R ACCESSIBLE RAMPS ,,,irrr~~~ nri~?li~$'®~
~'~y (SEE SHEET C-20) ~ ¦ii~ii~~i~ii~ii¦ PHASE LINE i
/ \ 1 PROPERTY LINE
i 1 ~ 1 I - - - RIGHT-OF-WAY LINE
i ~
~ LOT 14 I - - - - - EASEMENT LINE
~.5a ac. ti I - CENTERLINE F F w Z
I HEAVY DUTY ASPHALT ~ g s
. I PAVEMENT ° $
/ ~ ~ ' . / 24 STANDARD CURB O ~ / AND GUTTER (TYP.) 1 o ~
1 I OPEN SPACE AREA W W a a
> ~
1 ~ ~ W Z ~
l ~ ~ ~ / 1 I PAINT STRIPING ~ ~ ° i N N
/i / \ ~ / I ~ o ~
I -X-X-X-X- FENCE ~ Q
~ SITE NOTES:
I ~ 1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS I fOR THE OUTLOTS Will BE DEVELOPED AT THE TIME OF THE DEVELOPMENT OF
THE INTEGRATED CENTER, WHEN USES FOR EACH OUTLOT ARE ESTABLISHED, ~ DEVELQPMENT PLANS WILL BE SUBMIi'fED SEPARATELY AND WILL REMAN ~ W
- .f ~ ~ o - - ~ A . 1 v O. 9 ~ CONS151ENT WITH THE REQUIREMENTS OF THE LIDO. WHERE REQUIREMENTS I ~ ARE VARIED, WAIVERS WILL BE SUBMITTED. a W ~
/ / 1 W 2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS a ~ Q
WHERE NEGESSARY. ~
i 7 ~ ~ I W 3 PROVIDED CONSISTENT iW 7H THE TOWWN I OF HOLLY SPR NGS LIDO. WHERE N W ~ ~
_ / 1 ' ~ ADDmONAL STANDARDS ARE BEING REQUESTED OR VARY FROM THE UDQ U WAIVERS HAVE BEEN SUBMITTED. ~ O
I 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS ~ Q~ Q Z
/ - - / \ ~ I W STANDARDS HAVE ALSOTBEEN PROVIDED.SWHIERE DDmONALASTANDARDS ARE ~ Q ~
\ - ~ / ~ _ ~ ~ 61' WIDE ACCESS BEING REQUESTED, WAIVERS HAVE BEEN SUBMITTED. F"a I W 5. OPEN SPACE, HARDSCAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, a (1' ~
~ \ ~ - - 1 ~ ~ \ ~ ~ , / ~ ~ / \ ~ ~ EASEMENT i ~ FOUNDATION PLANTINGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED a W AND DESIGNED AT THE 11ME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPING ~ W E
i _ ~ \ ~
/ \ ~ ~ f / 30 CAPE FEAR RIVER BASIN ~ ~ \ \ 1 ' REQUREMENIS AND PER MEEITNGSWIwHHTHEHTOWN~O~PHOLLY SPRINGS STAFF. x ~ ~ a'+ I SEE THE LANDSCAPE PLAN FOR FUR1TiER INFORMATION. ~ ~ Z
~ / STREAM BUFFER, MEASURED ~ ~ / 30' FROM TOP OF BANK, ~ 1 't 1 1 W 6. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET W
/ EACH SIDE TYP. \ ~ i Z REQUIRED,OC RBHSROSBE DEPRESSED ATQUALL RAMP HLOCATIDOEWAI.KS ARE NOT ,Z ~ ~ 61' WIDE ACCESS 1 H 7. NO 51TE OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION, O A
~ _ _ ~ ~ \ A ~ EASEMENT a BERM, SIGN, PARKED VEHICLE OR OTHER OBJECT'S BEtWEEN THE HEIGHTS OF ~ ~ Z
~ _ _ _ 10' YARD - - I TWO FEET AND EIGHT INCHES ABOVE THE CURB LINE ELEVATION (OR THE EDGE a ~ ~ h~.~ OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN SIGHT DISTANCE W x Q - - I W TRIANGLES. z ~
I E i ~ ~ i ~ ~ ~
8. WHERE A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE ~r ~ R . ~ ~ _ 5' CONCRETE SIDEWALK ~ yyiH{ THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION ~
. ~ i ~ k \ \ ~ I ~ ~ - Ei REQUIREMENTS. 9. SOLID WAS1E IS PROVIDED AND MANAGED THROUGH THE USE OF DUMPSTERS
\ ~ ~ \ I~ ' ~ ~ FOR EACH LOT AND PER THE REQUIREMENTS FOR AN INTEGRATED CEN1T32.
~ ~I ~ ~ ~ DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHITECITJRAL DESIGN ygg~rg~f2. GUIDELINES OF THE HOLLY SPRINGS LIDO.
\ ~ / \ ` rg yF ~ cs 10. HARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED FOR CONSTRUCTION AT 111E TIME OF CONSTRUCTION DRAWING SUBMITTAL.
~ / / PLAZAS, HANDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR
1~.J 1 I TENANTS WILL ALSO BE FURTHER DEfWLED IN CON5IRUCTION PLANS. /,~1 ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS w
\ - ~ ~ - - 43.58 AC. ~ ~ 40°R' 4iJ`R ` ' ~ - - - IN EXCESS OF 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR
- - ~ - - - NECESSARY BY 1T~E TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL COATED CHAIN-LINK. DECORAITVE
. RETAINING WALL TYP. DESIGN BY OTHERS HATCHING DENOiES~ 1- - - - - 1~p~-gARp- - - - I FENCE SHALL BE USED IN FRONT YARDS AND ALONG THE FRONTS OF ~ _ - - - - - - ' - -1 I BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND
r~. ,:::...,......:.,.::r'<::• --2..4° STANDARD CURB HEAVY DUTY ASPHALT - - - - - - r-- I SHOWN AT THE 11ME OF CONSIRUC110N DRAWINGS.
~ ~ .::.:....::::.:•::;:~':::::::::::.':...i:;:::::;:;:.:;'.'.:'..:'.:'::.:: ,.::.::::i.i , ..p D GU`I'1'ER "('fYP")_' PAVEMENT (TYP.) .-l... i B , ~ as 4, ~ ;;::N.:o:(:?::' 51' WIDE ACCESS 12. PARKING LOT STRIPING WILL BE WHITE. 51GN POLES WILL BE CONSISTENT IN + ~ # r EpSEME(?LT I I COLOR 1HROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES ~ W
x ~ . ~ o ~ ' _ - - WILL ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL w ~ I ~ NOT BE OBTRUSIVE AND WILL REMAIN TASTEFUL ~ O
- ~ ~ ~ ~ ¢ I
r l 3 R 10 SPADES 3 R g SPACES 3'R 3'R g SPAC C` - GENERAL NOTES: W
q _ _ 2ss.o3' _ _ 3 \ w ~ ~ o I I ~ 1. ALL CONSIRUCITON SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN U ~ I I ~ AND CONSTRUCITON STANDARDS.
5: r•.:.?:. N N4T45'53"W ~ ~ S N g I ( 6j ~ \ 2. CONSIRUC110N DRAWING APPROVAL IS REQUIRED PRIOR lb BEGINNING w o ~ I CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT W
`30'R 3'R SPACES 3' 3'R 7 SPACES 3' 3'R 7 SPACES 3 R 3 SPACES A ~R ~ F g0 " ~ L RETAIL ~ AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE APPLICABLE) ARE DUE z ~ ~ II J ~ BEFORE CONSTRUCTION DRAWING APPROVAL.
{ I ° 31R ~ \ ~ ro ~ I ' ~ ` I 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUC110N DRAWING APPROVAL. n ,
HATCHYyNG DENOTES - ~ \ HEAVY UTY ASPHALT Q ~ ~ 'R CH'ryNG DENOTES 40R o 9,810 SF r 4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS I~ ^ O L ' VY UTY ASPHAL ~ ~ ~ ~ OR NCDOT STANDARDS. 1
11 ::>:..~.,~.:<..,`:Z; I b 3 \ PAVEME T\ (TYP.) EME~ (1YP.) ~m 5. GRID TIE BASED ON NC GRIO MONUMENT "PEARSALL" WI1H GRID COORDINATES AS M " T a.:.,
ca : ~ ~ OUTD06R STQRAGE ~ ~ ``~:i!~ 1 SHOWN HEREON NAD 83-NAND 88 NC GRID COORDINATES N=692883.883 a - ~ E=2049.363.864.
_ o 3 24" STANDARD CURB AREA ITYP. I : $'R:.::. ~fi ~Sf't1GfS.:. "3'R ~'R: ~ :.::7:: SBAC 3' 3'R.: ~'R.. ,.1fl~R- : ' ) ~ ......R... ..,,.7 SPACES ;:3R >.,5 SPACES.3R AND GUTTER TYP. ~ ~ , : . } . . &Y82 - - / : ~ EASEMENTS: ~ a \ DB ~T.. W
g : ; o ~ . ~ . 4 } .32$.47:::... x1 ti'0 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED (N A 20' WIDE PUBLIC ~rlr~ :g ~ a
n ~ io ~ ' ~ '-3.R` 5 5 ACAS.. 3.R . 10. Sf?AG£S ' ~ ' D I 40 H TCH NG EN TE ~0'R.:: o a UTILITY EASEMENT. IN 11iE GASE OF UTILIITES EXTENDING ADJACENT TO EACH . ~-i :~'.;-s; ~ ;,.:.r;: - - - - O1TiER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN ~ FI
3 R 312 ~ R $ SFAGI=S 3 R RAISED CROSS ALK ~ ~ ~ 10' FROM EACH U11LITY LINE. WATER SERVICES UP TO 1TiE METER AND FIRE ~ ~ v/
HATCHING DENOTES , ` ~ H VY DU Y PH LT "':24'~ \ i arrcxox o HEAVY DUTY ASPHALT ~ P VEM NT (TY a;::::: \ ~ \ 0'R.?:'', I I C~ (_,_-I HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE PUBLIC UTILITY / ~ ~ `;r ~ ~ EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. W
c°w PAVEMENT (TYP.) J R ~.~~n r 2i 2. ALL PRIVATE STORM DRAINAGE PIPE WI1N THE EXCEPTION OF SERVICE LINES TO Q
\ I r U U U U O u.~:: O =~O~ c.~ ~ ~ BUILDINGS SHALL BE LOCATED IN A 20' PRNAIE STORM DRAINAGE EASEMENT. ~ W ~ Q q SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
J t:(.:~::::::'::?:: 52,180 SF N > .:a-:.:;.;: Q Q U U ~ ;.::z ~ ~ : aw: i0 3'R 8 SPACES 3'R 'R 10 SPACES 3'R 'R 8 SPACES 3'R lOR }OR ...~'R ' ' ( ~ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO
a I ..C. ? b ` F~~~~~, . fi SPkEES 5 SPADES " ~ THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. CE5 ~i;!~~.~ ~ p~ S47' 'S,T"E 5+FT45 5~'T:
OUTD04~ DISPLAY _ 328.47 _ _ _ _ `8 ,67 : ti AREA (jYP.) a N4T45'S3"W {,~q:. 5'~,,;: 8 65 ~ :b ~t~qG t'68~1.~ ~ ~ 1163.4_'
~ I ~B,R 3'R + 8 SPACES 3'R 7 SPACES 3'R 3'R 7 SPACES 3'R 3'R 5 SPACES 3' ; : 3'R E 0,~~ 10R;. o lat.. p : I ~.1~ d{~ . tf{1... ` ~ ~ .
a.4 R L o 0 ~ F~
~ ~ ~ ~ ~ J Q~~ ro ~
3 J w o m ~ a,"n I ~ v
~ I ~ i
z5o.s' ( tn' ~ 3.'R ~ - - 3R ~ 8 SPACES 3'R 3'R 7 SPACES 3R R 7 SPACES 3'R 3'R 5 SPACES 10R:: 10,R 6`.:SPA ;3'R .:i: ~ I o 3 R CES . 0 rv ` 40 R: a 'ACES : 3 R 14 R. g ~ , 6 SPACES I PROJECT No
32$.47 `'8tl 1) c „ O ~~~~R ~ saTa5;1 KRG-08020
c I N N4T45'53"Y! N4T45 5~"W > : . . m I --C} 172. ~ : s SPACES ~ ~N~: KRG08020-51
I 10 SPAC 10 SPACES 8 SPACES ,g g>apr 1 I 14' 3'R 3' 3'R 3' 3'R 3' f : tOR ~ I OR. R 8 SPACES
2 o AC ES IBL 2 " AN AR C RB , q a ` : ~ I o RAP TYP A D U R TYP i` , ~ co cp 3 R o rG~;`~., ti p ! DRAIPN BY: SRW
7' CONCRETE SIDEWALK D DOUBLE DUMPSTEI ~ I SC AIR 1 "=40' ENCLOSURE (TYP. ~ I DATE;
48.5' T E SIDEWALK T CONCRETE SIDEWALK E
14 ? I GRAPHIC SCALE SHEET NO. 09-29-08
00 40 0 20 40 80
1b. 3' 3'R 3 3 R tOR Y , 10 SPACES 10 SPACES 8 SPACES 3`R
i...m~~~~.~~.~~~......~~..~.~~~~~~r. r 'mff-j ..M....~.r...ori.....r.r...~.... .i...mm..r... 1 inch = 40 ft.
r MATCH LINE - SEE SHEET C-7 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION McADAMS
U N_
'2 1

~ ~
OUTDOOR DISPLAY AREAS: ~ ~ z
i ' ~ i I OUTDOOR 61SPLAY AREAS HAVE BEEN INCLUDED ON THE SITE PLANS. W Z SINCE, MANY TENANTS ARE STILL OUTSTANDING AND THE FOOTPRINTS
~ ~ t I AND DOOR LOCATIONS WILL CHANGE AT THE TIME OF CONSTRUCTION / 0+ ~ + Z t7
1 4 r DRAWINGS, THE DISPLAY AREAS AND OUTDOOR STORAGE AREAS ARE r • . r 1 SUBJECT TO CHANGE. THEREFORE, AT THIS TIME WE HAVE r ~
1 r I , GRAPHICALLY/CONCEPTUALLY IDENTIFED THESE AREAS. ONCE TENANTS ~ ~ ~ ARE FURTHER DEFlNED AND IDENTIFIED, THE STORAGE AREAS MAY SHIFT 4 ~ ~ ~ ~ ~
~ 1 1 ~ AND WILL BE ACCURATE AT THE TIME OF THE CONSTRUCTION DRAWINGS. ~.1 ~ W ~ ~

1 SEE SHEET C-4 FOR DISPLAY AND ~ ~ x o
1 1 I I
1 I ' STORAGE AREA CALCULATIONS ~ • ~ ~ ~
1 x ~ " n'' ~ v
1 t t IX i~+i a ~ ' ~ a~uo a ~ $ M ~I ~ ~
m x ~ ~ I" G~ t>~ a m
t ~ 1 xl ~ Iz ~
~ 1~ 1 ~ s ~~z z~
1 ~ ~ ~°l~ • • ~ w z ~ a
o ~ i ~sA a o ~f~ ~ ~
~ ~ I 1 ? I +rs rn ~
~ ~I 1
L~t 7 t i ~ a~+~ro Z ~
21.28 AC. t ~ I o 9d /
N W HILL R A SR 11 Z W
1 I
1 INDEX MAP ,,,~<<~,,, CAR,,~~~~
I~ I I SITE LEGEND ,o ¢~'~......,o<,'~~,,
I _ 1 6 ,~~o;.~`YEss>r~~. ti9 s
i SIGNAGE ~ ' 9 EAL f
E TRAFFIC DIRECTIONAL ARROW B
i
~ ! I 1 4 ACC ACCESSIBLE PARKING STALL ~i ~'~..G(NE~~~ ~j ~ ~
~ COLLECTOR A w~~tn , . 4- ACCESSIBLE RAMPS ,~'~00 ~y in
~ ~ PRNATE - 37 B-B I ¦i~~ii~ii~ii~i~¦ PHASE LINE
1 I ~D' 61' WIDE ACCESS t 'I
YARO EASEMENT 24 STANDARD CURB I I' - - PROPERTY LINE
~ ~ AND GUTTER (TYP.) 1 Q YARD _ - - - RIGHT-OF-WAY LINE
- _ ~ I I - - - - EASEMENT LINE
\ ,:~•~.R:.,:'::s"s :~>n,..::; . 5' CONCRETE SIDEWALK I BOR.., - CENTERLINE F z Z w w
: - HEAVY DUTY ASPHALT ~ ~
i : o . :..cU ~ l i PAVEMENT p p U ZZ
1 f b . i a,;,':' X48'3812 e - '548'35`12 ~ I ' 3 .,_.m O p H
""'?C83: ":':'t:::.: OPEN SPACE AREA W ~ d W
O, I . 4 4 ~ ~ I' I r~ 4' . a
y 1 ~ ~ w z
~ ~O'," / 5' CONCRETE SIDEWALK . _ - PAINT STRIPING ~ ~ ° N N
- / I .,1D y _-L-------- - I Fy I ~
~ \ ,`ARD / _ _ _ - 10' YARD 1 -X-X-X-X- FENCE ~ p - W
' ~ , - _ _ _ - - - - - HATCHING DENOTES- - A . ~f~V1TbU'fY ASPHALT ~ - - A ~ a~ SITE NOTES:
>::~,,;r~.;;,:;;, 51' WIDE ACCESS OUTDOOR STORAGE DOUBLE DUMPSTER 24 STANDARD CURB o PAVEMENT TYP. ~ `.>,iu. A ~T ( ) AN GUTTER (TYP.) ~ i >..a ,E. BEM AREA TYP. C ENCLO5URE (TYP:} 1. OUTLOT BUILDINGS ARE PLANNED FOR FUTURE DEVELOPMENT. PARKING LOTS
( ~ 1 - FOR THE OUTLOTS WILL BE DEVELOPED AT THE TIME OF THE DEVELOPMENT OF F THE INTEGRATED CENTER. WHEN USES FOR EACH OUTLOT ARE ESTABLISHED,
RETAINING~ENTRANCE ( ~ ~ o WALL DESIGN BY OTHERS ` DEVELOPMENT PLANS WILL BE SUBMITTED SEPARATELY AND WILL REMAIN U W
of la CONSISTENT WITH THE REQUIREMENTS OF THE LIDO. WHERE REQUIREMENTS ~ W ~ ARE VARIED, WAIVERS WILL BE SUBMITTED. I-~ a' O
W ~ j ~ I 2. LOTS ARE SUBJECT TO CROSS ACCESS AND SHARED PARKING AGREEMENTS ~ ~ WHERE NECESSARY. ~
W urr z ~~•.~~tt 43.58 AC. 'I ~ s4~~~5s"~ ' . 3. ARCHITECTURAL ELEVATIONS AND BUILDING DESIGN GUIDELINES HAVE BEEN W ~ ~
1~-I \ II RETAIL II J :;::sa;3;;':'>;:`:;::':::':;:':;;"::: I PROVIDED CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. WHERE ADDITIONAL STANDARDS ARE BEING REQUESTED OR VARY fROM THE LIDO,
~ 11 ~ ~ `:~~:R:'..~:~~:;::~.`.~~. I I WAIVERS HAVE BEEN SUBMITTED. ~ ~ d Z 4. SIGNAGE HAS BEEN LOCATED ON THE MASTER SIGN PLAN. SIGNAGE IS ~ N ~
\ ' :~a:.:;::` ~ 9,810 SF -C CONSISTENT WITH THE TOWN OF HOLLY SPRINGS LIDO. SIGNAGE DESIGN
. . STANDARDS HAVE ALSO BEEN PROVIDED. WHERE ADDIT10NAl STANDARDS ARE A ~ BEING REQUESTED, WAIVERS HAVE BEEN SUBMITTED. a 5. OPEN SPACE, FIARD5CAPE, CROSSWALKS AND THE DESIGN OF BUFFERS, ~ W W a
. x.12 Z:4..0 , 18.0' 18.0 ~ i ~'i I ~~II FOUNDATION PLAPlT1NGS AND PARKING LOT MEDIANS WILL BE FURTHER DETAILED O
18.0' ; s2 AND DESIGNED AT THE TIME OF CONSTRUCTION DRAWINGS. ALL LANDSCAPING xi ~ ~
55;74.. ~1 QQ 1* . ' ~ HAS BEEN PROVIDED AS CONSISTENT WITH THE DEVELOPMENT PLAN ~ G~ REQUIREMENTS AND PER MEETINGS WITH THE TOWN OF HOLLY SPRINGS STAFF.'ar ~ Z
SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION. W E 6. DOUBLE WHEELCHAIR RAMPS ARE TQ BE INSTALLED AT ALL PUBLIC STREET ~
w RAISED CROSSWALK ~ y; i»• : ; ~ \ c:cr.: fir..:.:.:;;: C7 INTERSECTIONS WHERE SIDEWALKS ARE REQUIRED. WHEN SIDEWALKS ARE NOT ~ H
\ D C~ 3R.., .tn. r z \ I ~ x REQUIRED, CURB IS TO BE DEPRESSED AT ALL RAMP LOCATIONS. A 7. NO SITE OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION,
i F I ~ 0 TDOOR ISP AY o U U ;:`.;3'g i I BERM, SIGN, PARKED VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF ~ ~ Zi TWO FEET AND EIGHT INCHES ABOVE THE CURB LINE ELEVAliON (OR THE EDGE W
OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN SIGHT pISTANCE Z x O
W ` ,;:FOR",:.:::~.:. 2S1'R:"":':;';::':!:`: TRIANGLES. ~ 8. WHERE A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE O
CES.>.:.:.:,:.:.. , ~v~1 S~T955~:?±::::.~ Cs :5~Y'45$w'"f• l W I WITH THE TOWN OF HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION ` REQUIREMENTS.
~r{~ 1.5. . ffi, sii ,.1"t'S~3u:.... `717 i ~m N. R : ` .6'?SPACES. . . ; , 'R"4 `SPACES. ; 18.0' II ~ 9. SOLID WASTE IS PROVIDED AND MANAGED THROUGH THE llSE OF DUMPSTERS
r ~ ~ . ~ ~ . TO ~4.R. ~ FOR EACH LOT AND PER 7HE REQUIREMENTS FOR AN INTEGRATED CENTER. DUMPSTERS WILL ADHERE TO THE SCREENING AND ARCHTECTURAL DESIGN
~ ~ A0. GUIDELINES OF THE HOLLY SPRINGS LIDO. 10. WARDSCAPE-PEDESTRIAN PATHWAYS AND LANDSCAPING WILL BE FULLY DETAILED
d I FOR CONSTRUCTION AT THE 11ME OF CONSTRUCTION DRAWING SUBMITTAL.
v ~ o.~ o EXISTING 1G PLAZAS, HARDSCAPE AND PEDESTRIAN WAYS IN FRONT OF THE ANCHOR / ~
' r 3'R ;::;:1n OAI~ HALL ALL TENANTS WILt ALSO BE FURTHER DETALED IN CONSTRUC110N PLANS. w 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF 4'HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR
6 SPACES ~ 6 SPACES, ' S T O ~T NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR
SUBDIVISION HATCHING saTa5'S3"E x.71 1V AND SIDE YARDS SHALL BE BLACK VINYL COATED CHAIN-LINK. DECORAl1VE FENCE SHALL HE USED IN FRONT YARDS AND ALONG THE FRONTS OF
t'-:~::: 172.40' :;':.;;p,. ~`?~'S3'~r SPACE . cn , . 3'R 6 SPACES 3>R 3'R 6 SPACE 3' 3 cry; o ' BUILDINGS IN THE CENTER A5 NEEDED. FENCES WILL BE PROVIDED AND r'1
SHOWN AT THE 11ME OF CONSTRUCTION DRAWINGS. w 12. PARKING LOT STRIPING WILL Bf WHITE. SIGN POLES WILL BE CONSISTENT IN ' ` n , Z
~ ~ ° ~ ;>~y.; 18.0' ~ I COLOR THROUGHOUT THE PROJECT. TRAFFIC BOLLARDS AND LIGHT POLE BASES !'~1 f-i WILL ALSO BE CONSISTENT IN COLOR THROUGHOUT THE PROJECT. COLORS WILL a
° ~ti~~ NOT BE OBTRUSIVE AND WILL REMAN TASTEFUL ( Q
~ 1 ~ ~ DOUBLE DUMPSTER ~.:o, I GENERAL NOTES:
" " " N ENCLOSURE (TYP,) ; ' I 1. ALL CONSTRUC710N SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION STANDARDS.
o ~ ~ HATCHING DENOTES 2. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING
\ HEAVY DUTY ASPHALT 0 9.0 ~ PAVEMENT (TYP.) i h; CONSTRUCTION. DEVELOPMENT FEES (ACREAGE, FEE IN LIEU OF ASSESSMENT AND INSPECTION FEES AND OTHERS A5 REQUIRED MAY BE APPLICABLE) ARE DUE
HATChiI!"~_'~EI".RTES - ~ I m v 3~ 3'R ~ i - HEAV Ci:?`i ,~!F?HALr 16R j.0'R, o I BEFORE CONSTRUC110N DRAWING APPROVAL.
~ ~ \ 6 SPACES 6 SPACES 3'R a. ',1 t - -~F.1 iv : a SdA45'S3"E o S4T45'S3"E 3. THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL. w O ~ _ 4. ALL DRIVEWAYS MUST BE INSTALLED TO THE MINIMUM TOWN OF HOLLY SPRINGS ~ Z
- - . y - ~ a 910' 82.18' , ~ " ~ t Lj E OR NCDOT STANDARDS. 5. GRID 11E BASED ON NC GRID MONUMENT °PEARSALL° WITH GRID COORDINATES A5
E , . 3 R 7 SPACES 3'R 2 SPACES ~ I ~ [ i t E rs~ 10R i s SHOWN HEREON NAD 83-NAND 88> NC GRID COORDINATES N=692,883.8$3
1 ~ E=2,049.363.864. ~ a
EASEMENTS: W 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC a
U1LITY EASEMENT. IN THE CASE OF U11LIT1ES EXTENDING ADJACENT TO EACH
iIV 1 ~ W Y " ~ 1.86 AC. -a° i d, I Rt OTHER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH U1LITY LINE. WATER SERVICES UP TO THE METER AND FIRE a
A 10'R OR 1 IX ~ RETAIL ~ 2 ACES 3':R ~ HYDRANT ASSEMBLIES SHALL BE LOCATED fN A 10' WIDE PUBLIC UTILITY w a
( ~ Abp',:` S4T4553"E - 1' ~ EASEMENT, SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS. 2. ALL PRNATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO O
' + 1" - ~.-,~z- ~ 88,40' m ~ , _ ~ - N X r N a7 t BUILDINGS SHALL BE LOCATED IN A 20' PRNATE STORM DRAINAGE EASEMENT. ~ xj SEE GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
> 10'R 'R 5 SPACES 3' , : "''3' ~ I 2.0 10:1T... _ ~ - t 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO
THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRANAGE EASEMENT.
n
u ! c ~ o , 18.0' i 1
PAD 4 Z ~ s.o' ~ "o"":: I Y I 10'R 10 R W
~ tT___~- t, 5 SPACES 3R . ~ m~~:.-' N ~ ~ _ 3'R :..a a
m ~ ~ O 54T45'S3"E _ A".~...~ 3 ~ _ N sass' i I
c9 5'R 9 ACES 'm ~ I ~ 3'R s:u?
~ ° o
~ ro } cr i ° ~ o t I _ _ PROJECT N0. KRG-OSOZO
m 6' CONCRETE 51DEWALK ~ KRG08020-51
i ° o ° ° SIDEWALK ~ DESIGNED HY: -
a 1 . ~ .i' R' CONCR~T~'SiOFWxIIK' ~rr^~.. 1 1 I ARAiYN BY: C[~1A1
I L4 ~IANUAKU t;l1Ktl Qn , taatfo -N. A - AND GUTTER TYI .-?I \ IT
?NA SCALE: 1 40'
'CENII~pL. OPEN* SPACE Q 1:;'.<
HA I 1 I GRAPHIC SCALE BATE: 09-29-08
a 6' CONCRETE SIDEWALK 40 0 20 40 80 SHEET NO.
° r PAD 1 I C-10
1 inch = 40 ft.
MATCH LINE ' - SEE SHEET C-8 PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION MCADAMS
U
0 1
K

LINE -SEE SHEET C-13 MATCH
wwww,www~ ww,w~w~ ~ ~+y~wrr w~~~~~~iw-wwww~ ~ w\w w www~w,ww~www,wwwww,~rwwr~wwwww~w-www~~wwwwww~www~ k\ \ 14 k\ ~
i \ ~ \ \ \ \ _ i \ ~ i S MSG TES _ TO~t ~ I i i _ A \
~ ~ _ \ ~ ~ ~ \ \ v \ ~ ~ ~~r \ V 1 j ' ~ ~ \ \ ~ / - \ i 'i A \ \ v ~ v ~ ~ / ~ / ~ ~ ~ ~ ~ E ~ ~ ~ ~
NT CFA I ~ MANAGEME ~ \ ~ v ~a - /
EE Jt1~ 9 V A \ ~ I x V~,+. % ~ ~ ~ \ \ V A 30' CAP FEAR RiVER~BA~SiN / / / ~ ~ ~ > A \ V A ~ ~ ~ I i ~ ~ ~ ~ \ \ AM M ASURED ~ / ~ / ~ - \ ~ - - ~ ~ i ~ ~ ~ ~ \ ~ A ~ V V A \ ~~E BU ER„~E ~ / / / / _ .uj / ~ C ~ Q
\ ~ \ ~ \ \ ~ ^ + ~ \ \ \ \ 30' FRO 70P OF BANIt,._ / I / . ~ \ ~ ~ ~ ~ A V A ~ / / / i \ / _ XIS\T~ TLA S / ~ , I ~ ~ ~ 'EACH SIDE'I;TY~,) / / .,l U ~ w ~ U
V ~ L - / I` ~ A I~ ~ V A~ - ~ ~ \ i ~ ~ ~.ARis~ TYPy. A V ~ - / / I ~ / ~ f / / i w / / / / ~ 1 SHEET C-1 H
~ - / i _ ~ ~ TO MW TEf>~ / \ / \ \ OPOSED PROPERTY
i - i - \ / i \ \ / ~ \ . . ~ '~~f LINE ALONE CEN~R~HVf / ----y- - _ ' ~ ~ i ~ ~ ~ \ ~ - M NA(3EM NT AC~LI h ) 1 ~
/ ~ I OF STREAM / - ~ I / ~ , _ ~ ~ \ ~ \ \ \ _ , - / I (SEE ISHE C-19 / / / / ~ _
~ ~ 1 ~ ~ - - _ I I I / i
I / ~ ~ C ~ I I I I /
I I ~ v~ v ~ ~ ~ I I / ~ ~ ~ l _ ~ I ~ 11 SHEET C-1? a w m
I I I / ~ 1 1 - ~ v ~ I I - ~ i ~ y ~ w ~
I ~ ~ v ~ _ ~ 1 I I I / 1 I I ~ - , ~ / 1 I
t I - ~ ~ v 1 I I 42 ~ ~ o
L ~ ~ ~ v 1 I / ~ - - - - `t 1 ~ ~ \ \ ~ \ ~.yk --mac- ~ \ ' ¦ ~
i ~ - - - - \ 41 "RCP ~ \ \ ~ ' 0.' W
I v ~ ~ ~ ~ ~ / I - I I ~ v ~ ~ - ~ ~ \ \ ~ ~ z ~
I I ~ ~ ~ ~ ~ ~ I I ~ _ ~ ~ ~ ~ ~ V I ~ 40 v ~A ~ ~ ~ v ~ H
I I 3ET~1 WALL (TYP., V v ° ~ - _ ` \ V I 1 v ` ~ , v v v ~ ~~o ~ ago ~ 1 ~o ~ -lfi z
I I , ~ DESIGN 8 OTHERS) ~ \ ~ ~ ~ \ I ~ I ~ ~ A _ ~ ~ ~ ~ w \ _ ~ \ \ y aa~a~wa~~o a~u
I ~ - y V 1 ~ m \ Duly, ¦ ¦u ,1515 15 1 1 1 1 11111,,!
t ~ 1 CB 2 _ ~ _ ~ _ \ 1 - - - - ~ v v 1 ~ ~ ~ ~ - , ~ `I CARP
I ~ / 24" RCP A ~ ~ ~ ~ " ~ 60" RCP _ / . `'8_.._ X24 RCP\ ~ CE 1D ~ ~ \ _ - ' \ \ \ ~ ~ \ I ,L .0" RCP ~ ~ - ~ - J~,~~,.•dFESS/O~ y
1 - - - - - - - - ~ ~ Pf~ PO ED ROPE Y LINE ~ 42" RCP r> - ~ ~ _ - ~
/f ~ 0 ~ ~ ~-r ~ ~ Z,,\ ~ A V A CB 12 ~ V ~ C8 18 "-RGE
2 I I ~ ~ ~ ~ \ I / a ~ ~ _ ` ~ ~ _ ~ \ ~ \ \ \ \ \ \ DETAINING W - - - - 4~.58 AC. I II ~ I / ` , ~ ~ c ~ ~ ~ \ \ A6L--(TYe:, - - CB 19 ~ - 15" RCP _ ~ ~ \ ~ ~ ~~C ' ~ ~ ~ ~Q:'~
I I / = `mow ~ ~ ~ \ .gX.,OTFIF.S..,} I I -1 - _ - ~ _ _ ~ ~ ~ ~ ° - - _ O / / / !1!11111 hill
I { I I I l ~ _ ~ ~ _ sA
< ~ + - - - I II 'I ~ l _ ~ _
I 1 1 1 - ~k ~ ~ \ ~ ~ A I u
_ -.i- / uuunuu
/ ~ i
~ ~ / \ _ \ / / / / / / 21 ~ ~ f
/ \ _ ~ v \ ~ A ~ a ~m'~j~Y e D ~
_ \ I
\ 6 ~ - - a - _ - ~ ~ \ ~ a~ ~ / ~ / / ' ~z3 _ ~ GRADING LEGEND ~ °
v \ 1 _ ~ ~ v v v ~ \I ~ ( 1 ~ ~ ~ ~ \ I / t~ FLARED END SECTION a a / ~ / / 54" ,RCP/ ~ ~ W W ' ` , I ~ I/ / / r RGP , ~ Ih ' ~ CATCH BASIN Z ~
\ '~COMPAGTOR 0 ~~~r ~ \ ~ I ~ ~ A . ~ V ~ ( ~ I i I I \ \ j I ~ ~ I
\ ~ \ I - _ ~ ~ ~ ~ ~ I ~ ~ ~ / ~ ~ ~ ?Q ~ DROP INLET ~ a o € ~ ~ 1 ¦ STORM SERVICE INLET ~ ~ ry
' ( LOS G DOCK .r \ ~ \ 't / I J € ~ ° ~ ~ ~ • STORM SERVICE ROOF-DRAIN y o !
\ \ k ~ i A \ \ V 1 ~ ~ ~ I \al ~A A ; ~ 0 v / ~ ~ ~ ~ ~ ~ ~ ~ ~ JUNCTION BOX W
A ~ V ' ~ - - v ~ ~ v I ~ A'` ~ v v I ~ ~ f ~ 1 ~ ~ l~l DRAINAGE FLOW ARROW ~ ~ a
~~v J 1 ' ~ ~ I ` I I I ~ ~ V 250.50 TOP & BOTTOM CURB ELEVATIONS
~ \ 38 RCP ~ ~ ~ ~ I A: ~ ~ ~ ~ ~ C~ 2`~ ~ ~ ~ ~ ~ I~ ~ ~ ~ 250.00
I v ~ i ~ ` ` ` I ~ v ~ v; ~ v` ~ ~ 1 ~ I ~ ~ W TW=223.00-TOP OF WALL ELEVATION ~ W ~
I , BW=213.00-BOTTOM OF WALL ELEVATION \ \ ~ ~ , 1 L ' ~ ` ` ` ~ ' , ` ' ~ (NOTE: BOTTOM OF WALL IS GROUND a ~ Q
. A v A, A ~ v ~ ~ ~ ~ - v - ~ - - ~ 1~ V t i ~ v ~ A \ ~ ~ ~ ~ . ~ . , ~ ~ v v ~ I \ V AA, A, ~ ~ ~ ~ ~ cv ~ ~ ~ ~ ~ ~ ~ ~ ELEVATION NOT WALL FOUNDATION) ~ r~„1 ~
i 'I V A ~ i i A \ ~ ~ A \ \ \ A v tit I V ~ ~ ~ ~ v v) \ V \A - A~ ~ V ~ { ~ V ~ ~ 1 \ ~ v \ \ \ ~A. ~ ',V A • A ~ ~ A ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ f 250.60 SPOT ELEVATION W ~
1~~ ~ 1 1 1 ~ STORM DRAINAGE
\ ~ v / V v v C~ 3 V \ V ~ ` \ ` ~ l1 ~ 1 1\ ~ , ~ ~ t ' ~ - • • • • - STORM SERVICE LINE a ~ Q Z
\ - ~ ~ o \ \ \ \ ` \ \ ~ ~ ~ V ~ A \ \ A v, p ` ~ ~ ~ -RD-RD-RD- ROOF DRAIN, 8" ADS A ~
V eI V I ; ~ ~ k V A~ A A V A \ ~ ~ I ~ i / ~ ~ A V. A V A~~ ~ ~ J ' t 1'' ` X \ 1 ` ~ NON-PERFORATED TUBING OR ~ `s ^ ` ` i' \1 ~ ~ ~ ~ EQUAL 1.0% MIN. SLOPE 3' MIN. ~ ~
V A ~ I ~ ~ V A V\ V 1 I 1 I ~ 0 v ~ ~ vv ~ ° i i i ~ CB 4 ~ - \ \ \ \ . \ ~ 30' CAP FEAR R I \ ~ i ~ 18 R£P I A ~ V - ` i y ~ V ~ ~ ~ ~ COVER PVC SCHEDULE 40 IN H W W ~
1 ~ ~ ~ V A V A ,v A. ~ 1 STREAM ER M ( I ~ ~ ! . ~ \ \ - \ ~ ~ ~ ~ / 1 1 ~ \ \ [ ~ TRAFFIC AREAS H V~.~ ~4'~ ~ \ \ \ \ ~ 250
30~FROM T OF A I ~ ~ ~ ; 0 i~ \ ~ V - - w A ~ A I EACH\SIDE (TYP~ + ~ _ ~ v ~ f \ \ 15" aP ~ W 10' CONTOUR ~ a ~ ,V ~ ~ \ 42" RCP 4
ANC~OR ~ - ~ ~ \ ~ \ \ \ , ~ Y~,r` , r~ v, ~o ~P~ ~ 1 1 ~ ~ ~ \ F ~ 1 ~ 252. 2' coNrouR W ~ ~ Z
~ J ~ - v I ~ ~ I i ~ v ~ ~ ~ v i ,I ~ y v~ 1 ' \ 250------- V ~ ~ ~ \ V ~ ~ ~ ~ - EXISTING 10' CONTOUR Z ~ ~ ,
~ ~~.i ~ ~ -------252------- EXISTING 2' CONTOUR O M V~ \ V ~ _I ~ ~ ~ ~ U1 ~ A~~ ~1~ ~ ~
I ~ \ ~ \ ~ ~ I ~ ' ~ I FIDE-49.$3 ~ t ~ \ GCB 127 \ I ~ ~ ~ \ 14:13 AC. \ \ ~ 128. \ , ~ tl ~ ~v ~sEMENT uNE ~ ~
~ A I ~ . ~l ' 3D" RCP \ ~ \ \ t~` ' \ ~ ~ \ \ ` ~ ? \ \ \ CB \ ~ ACCESSIBLE PARKING kREA Z ~
\ A I ~ ' i ~ I ~ I ~ ~ ~ \ V ~ ' I A \ V ~v ~ / ~ v v ~ A R~ ~ ~ \ I~,~1 ~ (2% Max. SLOPE) o
V A I ~ ~ ~ ~ A~ ~ V A / I ~ ~ ~ ~ I v v v v V ~ \ ~ ~ i \ \ / ~ v , A V A ~ ~ ~ ~ - 1` / \ ~ \ \ 1 RAC \ _ _ - -
\ \ ~ ~ ~ \Y . \ v ~ _ ~>r~ ~ ~ V A ~ `V \ ~ ~ SPILL CURB
v + ~ t \ v v ~ \ \ \ \ \ ` I ~
\ ~ \ \ \ / \ \ \ 1 ~ \ ~ \ \ \ a3o MCP \ ~ ~ ~ EASEMENTS: 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY
~ A \ V I~ ~ ~ ~ I v A A \ \ \ ~ I ~ j \ CB 14 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ \ ~ \ EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE \ \ ~ \ \ \ 26 ` \ EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH
\ ~ ~ ~ \ C 28 \ I ~ \ _ _ ~ ~ UTILITY LINE WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL ~T~
\ \ I I \ \ I \ \ \ ~ I - ~ I \ ~ 1 \ \ - - \ \ \ \ \ ~ ~ ~ ` \ ~ BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR !~1 \ \ \ \ \ ~ ~ ~ LOCATIONS OF EASEMENTS.
\ ~I , 1 I ~ v v v v v v v \ 1 ~ " 1 / - - I v . v ~ \ \ \ \ \ \ \ ` ` \ ~ ~ 2. ALL PRNATE STORM DRAINAGE PIPE WITH 7HE EXCEP110N OF SERVICE LINES TO
I I I\ \ \ L ~ 1_... ~ - ~ ~ ~ ~ ~ BUILDINGS SHALL BE LOCATED IN A 20' PRNATE STORM DRAINAGE EASEMENT. SEE \ \ \ \ u 1 ~ \ \ ~ GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
\ \ I \ \ \ I \ c~ 5 ~ I ~ I ~ w_ ~ - y, v ~ ~ i 1 15" RCP A \ \ \ \ \ \ ~ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO 7HE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRNNAGE EASEMENT. I
~ i - { V - \ \ ~ ~ ~ ~ ` \ \ \ ~ ~ STORM DRAIN AGE NOTES: / ~
V ' I ~ ~ ~ ~ i A A \ I~ \ ~1 i t' \ i i - I \ \ ~ A A 1 .01 A~ \ \ \ \ ~ \ \ \ ~ ~ 1. ALL STORM DRAINAGE PIPE5 SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP) V W
i _ \ V ~ V 18 RCP / I I \ \ \ \ \ \ \ \ q ~ t_ \ \ 2. ALL S ORM DRA NAGE ~CONSTRUCTiON SHALL BE IN ACCORDANCE WITH THE LATEST ~ O
\ \ f i ~ \ \ ( _ \ 1 TOWN OF HOLLY SPRINGS STANDARDS. QI
V ~ ~ ~ i ~ ~ \ _ ( ~ ~ 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI CDMPRE551VE STRENGTH. \ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WAIL.
\ \ \ ~ ~ ~ / \ ~I ~ \ V A ~ d%' ~ / / I V \ \ \ \ ~ \ \ \ \ \ \ \ ~ r ~ 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS ~ \ \ \ \ ~ I ~ TO AASHTO SPECIFlCATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS n , „rl
\ \ \ ~ ~ \ \ ~ t` / 1 I \ ~ I \ \ _ I l OTHERWISE NOTED. rll ~yV
15" RCP / \ \ \ , % I I \ ~ \ \ ~ ~ / I - I \ ~ I \ \ \ \ ~ \ \ ~ ~ ~ ~ ~ _ ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED llP F"i \ \ \ ~ \ ~ I` ` AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO O
\ \ ~ \ - ` MANUFACTURER'S SPECIFICATIONS. ~ ~ \ \ \ ~ ~ \ \ ~ 1 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION
~ 1 / \ / I ~ 2 RCP 1 \ \ ~ ~ MATTER, WASTE CONSTRUCTION MA'1ERIAL OR OTHER OBJECTIONABLE MATERIAL SAID ~ /1 \ ~ \ \ \ ~ ~ ~ \ MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND ~ F-1 ,
Q \ \ ~ \ ~ ~ ~ ` _ - / - ~ ~ SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE
'3 ~ ~ " ~ cr ~ ~ \ ` / / 15 RCP \ a~ \ \ \ \ ~ ~ TAMPING BLOWS OR PROOF ROWNG. \ \ \ ~ \ - , 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL
\ ~ ~ ~ \ \ \ ~ ~ PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL
_ \ \ ~ ~ ~ ~ ` - i ~j / 9. BACKFILLING OF TRENCHES SHALL. BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID, QI ~ ~ \ ` - / ~ THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE (n
~ t / / s ~ I I o ~ ~ ~ ~ °4 / / / 1 \ \ ~ ~ ~ \ ~ - - - , ! MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP ~ ~ ~ EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR. ?y'~
, .Yya. ~ - --l ~ - - - i 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED / 1 a
~ / 18" RCP ~ \ \ ~ ` ~ - TRENCHES AFTER PIPE HAS BEEN PLACED. [P="'Ij P \ \ ( ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF
- -v ~ ~ / / I 1 r ~ / I ~ ~ ~ ~ ' 4'HIGH AND WHERE FEN(~S ARE DEEMED REQUIRED OR NECESSARY BY THE TOWN OF ~ W HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL
~ ~ /--~J / CB t5A / - - - \ ~ - f --1 - - ` ~ I COATED CHAIN-LINK. DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG - ~ ~ \ - I ~ ~ THE FRONTS OF BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PRONDEQ AND
~ ~ / / / ~6 \ ` ~ I ~ n ~ ~ ~ 15" RCP ~ ~ / < / ~ I \
~ ~ ~ _ _ _ _ ~ _ ~ I SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS. \ \ ~ ^ L GRADING NOTES:
v ~ ~ _ ~ J / ? - \ CBI i6 ( ~ o ~ ~ 1. ALL RETAINING WALLS AND ASSOCIATED FlLL SHALL BE INSTALLED PRIOR TO ~ \ L_ - INSTAWNG PUBLIC WATER AND SEWER MAINS. W
2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING fi•~ FOUNDAl10NS.
/ I \ - - ~ 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR SLAB A
_ I SUBGRADE REQUIREMENTS FOR EACH BUILDING PAD. --t - 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DE~GNER IS
3 \ ~ \ _ - i RESPONSIBLE FOR DETERMINING CONSTRNNTS FOR ANY 11E-BACKS, WALL TAPERS,
~ " _ _ RETAINING WALL (TYP., ' BUS LSE EOCTHE PRESENCE OF EASEMENTS, UTILITIES, BUILDING FOUNDA110NS,
~ _ t7 DESIGN BY OTHERS).- ~ ~ J ~ PROJECT N0. _ - KRC-oso2o
z r - ~ \ _..:~..u ":'.s.~ €F, ~wa..._„~.,.~.. aka 7' J \ X ~ .ten ..mmm ...A -mm. -:..w. awv .uwu i.a. e..mw ~~o n..nv.,.. E~NaME: KRG08020-G1
b' z d e.vwm...~ J ~ z. / j ' DESIGNED HY: -
F•- _ \ - -
- / .F I ~ ~ 11~ ~ , ARAWN AY: CDU!
1 DIN 40 SCAIE:
DATE. 09-29-08
y - - - - - GRAPHIC SCALE
EXIS'I'IN V blur - - ` - - ` - ~ - 40 o 20 40 80 SHEET NO.
Y 1 T T - .1117 ROAD SR C -11
115 - - - - l 1 inch = 40 ft.
4 PUB \ \ r / LIC -R' W JiMeADAMS PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION
Q 1
K

a
H
GRADING LEGEND ~ w z
FLARED END SECTION
Q CATCH BASIN Q ~ rr o Z
DROP INLET ~ V {Yi ¦ STORM SERVICE INLET ~ ~l
MATCH LINE -SEE SHEET C-14 • STORM SERVICE ROOF-DRAIN ~ ~ ~ W ~ o
Q JUNCTION BOX SHEET C~1 v ~ ¦ W
r T ~ ~ ~ / \ i~ DRAINAGE FLOW ARROW +7 lr ~ ~ ~ E
\ ~ \ \ ~ / - ~ \ 1 ` 25D.50 • ~ Q ~
r ~ v L ~ - I-. . ~ - - ~ ~ 250.00 TOP & BOTTOM CURB ELEVATIONS ~ ~
~ I o ~ ~ TW=223.00-TOP OF WALL ELEVATION ~ U / BW=213.00-BOTTOM OF WALL ELEVATION ~ ~ Q+ ¦
. ...,.u:.. ~ , , ~ . c~~_44 _L. _ . . _ , 2._~ ~..yG, \ ~ (NOTE: BOTTOM OF WALL IS GROUND Q x
/ 1 v ~ ,i ELEVATION NOT WAIL FOUNDATION) NG ~ ~ ¦
~ 1 f 18" R s \ ` \ ~ H- 250.60 SPOT ELEVATION ~r~,t~ ~~~r~ /j°1 ~ W ~
1 / 1 \ \ / 1 ~ \ ~ ~ / STORM DRAINAGE `w7i1L I ~,,,~J 1®~/ W
--I - ~ \ Ca 6 / \ \ ~ ` \ ~ - STORM SERVICE LINE Z
3 RCP Ca 45 I ~ \ ~ \ - I ~ / ~ A \ ~ V ~ -RD-RD-RD- ROOF DRAIN, 8" ADS ~0~ MT's ~ o
11 - ---~c-- ~ \ 15" RCP / \ NON-PERFORATED TUBING OR ~ hL~ a E" °o EQUAL 1.0% MIN. SLOPE 3' MIN. ~ ¦ x
• \ ~ ~ 15" RCP \ \ ~ \ ~ \ ~ COVER PVC SCHEDULE 40 IN •i U 0'1 ~
I ~ ~ \ \ \ r ~ \ \ \ \ \ TRHFFIC AREAS ~ G.' W 250 10' CONTOUR ~ , W W
~ ~ I\ \ \ \ ~ \ \ i
~ I ~I \ \ \ 1 252 2' CONTOUR ~ ~
\ ~ \ ,A ~ ~ \ \ \ \ \ \ ~ ~ \ \ _______250_______ EXISTING 10' CONTOUR ~ ~ o W
I ~ ~ RcP ~ \ \ \ \ \ \ EXISTING -------252------- 16 EXISTING 2' CONTOUR ~ ~
EXISTING - - - - - EASEMENT LINE ~ '
~ \ \ OAK HA. 1 ~ a ~ CARP )AK HALL I .ACCESSIBLE PARKING AREA N Q.~
i~ 1 CP 1 ~ \ \ \ ~ \ \ \ \ \ 0 ''E5S1 9 j 2q MAX. SLOPE
_ SUBDIVIS 1 _ ~ \ 1BDIVISI~N . ' , i ~ 14 ~r~aF oti;,. SPILL CURB . pNp O ~ ~ 2~
~ ~I \ "RCP CB 48 \ ~ ) \ \ \ \ - ~ CB A \ CB 5d~ A / ~ \ ~ ' EAL ~ - fl
alb ~ ~ + iJE~~,~~v
_ ~ v v A V ~ f 1 A \ v
1 ~ l ~ \ 1 ~ \ \ \ \ ~ / ~ A v( 1 1 V ~ \ v
/ i~ 6 ~ \ 4~6 ~ V A \V A \ • ~ i , ~ \ 1 ` \ \ ~ \ S`.A 9~
/ ~l ~ ~ 1 I ~ I ~ ~ \ \
r / ' i i I 15 RC I ~ \ \ t~ ' • o~~i~ao
i / i / ~ "RCP / \ ` ~
/ h / i ~ / ( / ~ \ \ ~ / i ~ I ~ ~ ~ ~A~~~ ~ ~
~ N~~HII.L~`I SR 11 w w
/ 1 \ \ r i ~ / \ \ \
/ 1.5'~RCP ~ ~ ~ \ / \ e \ \ ~ V ~~L~ ~~111C ~ o
/ o \ \ ~ ~ / / I .I / ~ ~ \ ~ / i ~ ~ 0 H
EASEMENTS: a W
- I I , I I i \ ~ ~ s psi 1, WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY > ~
Y I ~ / / 4~o I \ V 1 v ~ ~ EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE Ul ~ ~ ~p EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT ND LESS THAN 10' FROM EACH z o ro
~l 20 / / Az / / \ v ~C'1 ~ / o / \ ~ 1 ~ ~ I / l \ \ 1 v ~ ~ !y UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL O ^ o
~ ~ o / ~ ~ / V A \ 1 \ ~ ~ BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR U1 N N \ LOCATIONS OF EASEMENTS. ~ a ~
1 ~ I i I v v\ ~ 7. ALL PRVATE STORM DRANAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
~ I ~ / ~ v ~ v 1 I ~ l L~r \ I ~ I / ~ \ \ \ v ~ BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMEPT. 5EE ix a Q ~ GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
I ~ / 43.58 A~ / ~ \ \ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE
1 ~ ~ ~ \ \ v SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. STORM DRAINAGE N®TES: U W
1 ~ 1 I ~ A~ 1 ~ \ ~ 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP)
I ~ ~ \ I \ i I I \ UNLESS NOTED OTHER4NSE. a W ~ 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE MATH THE LATEST a ~ O
1 1 I I ! y I I I ~ \ ~ V v ~ TOWN OF HOLLY SPRINGS STANDARDS. ~
~ \ \ , I1 ~ 1 1 - \ 1 1 ~ ~ \ \ ~ 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. O \ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WAIL. W ~ ~
~ 1 - - - - \ t f 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS ~ TO AASHTO SPECIFlCA710N M-196 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS `,Z, O
~ DTHERNASE NOTED. ~ e>~ Q \ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP ~ I..~I ~
AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
\ 1 1 1 1 \ W 1 1 \ ~ \ \ ~ MANUFACTURER'S SPECIFICAl10NS. a ~ ~ ~ 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, fREE FROM ROOTS, VEGETATION
MATTER, WASTE CONSTRUC110N MATERIAL OR OTHER OBJECTIONABLE MATERIAL SAID ~ W W~,~ MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND E'+ Q
i~, ~ \ ~ 1 ~ ~ ~ \ SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE ~i ~ H
\ \ ~ \ ~ ~ TAMPING BLOWS OR PROOF ROLLING, ~ Q+ ~ 8, MATERIALS DEEMED BY THE OWNER'S REPRESENTAI1VE AS UNSUITABLE FOR BACKFlLL ~ x ~ Z C*.
~ ~ ~ ~ ~ PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL W ~
W v a ~ ~ E v 9. BACKFiWNG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. ~ THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE Z ~ H
~ ~ ~ ~ ` vv - ~ v - - MAXIMUM DRY DENSITY OBTAINABLE WTH .THE STANDARD PROCTOR TEST. THE TOP O A EIGHT (B) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR. ~ ~
E3 \ ~ 1 \ a. I ` \ RETAI ~ 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED ~ ~ Z
1 \ ca ~ \ \ \ \ \ \ ~ TRENCHES AFTER PIPE HAS BEEN PLACED. ~ 11. FENCES SHAH BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF Z ~ ~ >
W 1 1 ~ \ 19,~BB s \ ~ \ \ 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY BY THE TOWN OF HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL O
\ ~ 6" RCP ~ ~`k'E=424:5 ~ ~ , \ • \ I e \ ~ ~ ~ \ \ ~ COATED CHAIN-LINK. DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG
~ THE FRONTS OF BUILDINGS IN THE CENTER A5 NEEDED. FENCES WILL BE PROVIDED AND SHOWN AT THE T1ME OF CONSTRUCTION DRAWINGS,
~ 1 ~ i ~ v a \ 1 ~ v = v ~ - 1 ~ ~ GR~jDING NOTES:
\ v ~ _ v ~ W ~ 1 ~ - _ CB 39 \ ~ 1. ALL RETAINING WALLS AND. ASSOCIATED FILL SHALL BE INSTALLED PRIOR TO ~ INSTALLING PUBLIC WATER AND SEWER MAINS.
1 \ \ GCB 34 \ ~ ~ \ 2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
1 1 ~ - 1 \ FOUNDATIONS. \ ~ 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FDR SLAB W -
\ ~ \ ~ ~R. ~1NCH4R , \ ~ SUBGRADE REQUIREMENTS FDR EACH BUILDING PAD. !~1 F 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
1 v~ _ 1 ~ ~ v ~ ~ ~ ~ v i i ~ ~ RESPONSIBLE FOR DETERMINING CONSTRAINTS FOR ANY 11E-BACKS, WALL TAPERS,
\ ~ - ~ ~ , _ ~ 29,861 SF A \ ~ F \ ~ ~ - 1~'k"E-424.25 ~ \ ~ ~ ~ 1 ~ ~ ~ ~ ETC. DUE TO THE PRESENCE OF EASEMENTS, U1ILITIES, BUILDING FOUNDA110NS, \ ~ ~ \ BUFFERS, ETC.
v J'/
\ RCP ~ ~ ~ ~ ~ , ~ ~ ~ a
i i a
~ j \ ~ ~ \ : ~ ~ w
1 ; A ~ _ - ~ ~ ~ ~ A
- \ ~ ~ a
- ~ ~ , ~z
2
n; 1 ~ ~ ~ \ 36" RCP - , / / " ~ J X' /`X~ ~ ~ z w
B ~ / ~ J 11' T.~ ~ i / 4 1~CP ~ ~ ~ ~
_
4 1 ---G6 fi ~
1 ~ - _ _ _ _ _ ~ I ~ ~ ~ ~ ~ ~
J
r- ~ \ - ~ y-~ = Way
o r_ f - x
~ - / ~
oi ~ /
\ ,
r r^ r ' ' ~ ~ ;
/ i / F+~
i - _ _ _
i
;1.
W , A_ ,
0 1 - ~ ~ ~ _ - / / ~ • - ~ ,.:F~= EXIST EXISTING
/ ~ ~ r. , - c HOLLY SPRINGS ~ RINGS ROAD SR 1152 PROJECT N0. KRG-08020
BLE WIDTH PUBLIC R/W) ~ FII.ENAME: KRCOSO2o-c~
~ _ - / 1 .~a~• ~ ~ ~ / ~ (VARIABLE WIDTH i a. - , r - ~ ; ~ DESIGNED BY: -
_ ~ .
DRAWN BY: CD1At
aiNVY
0 1- - IZ~~ x EXISTING GRAPHIC SCALE DATE: 09-29-08 SHEET NO.
\ 40 Q 20 41 80 C-12
IRVING PARKWAY - SR 1194
VARIABLE WIDTH PUBLIC R W ~ 1 inch = 40 ft.
J SCALE: l"=40' McADAMS PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JI
m
a K

€ 1 RCP/
y
\l 3 -7/ _ _ f=-� _=_ --_`` i\�1 \\ \\ \ \ \\ \ \ 15"` CP \ \ \� \ 1 EASEMENTS:
\ \
'I —�—"" ---- — _ 1 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20 WIDE PUBLIC UTILITY
_
EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE
EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH
VN
UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL
BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR
LOCATIONS OF EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
— — — _ _ \ \1 BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE
— — \ \� GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
RM 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT—OF—WAY INTO THE SITE
SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
\k \ - - - - - -
o
_ - STORM DRAINAGE NOTES:
_ \ \ 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP)
UNLESS NOTED OTHERWISE.
\ CB 85\ , / (� — /�� \ \ _ \ 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
\ _ TOWN OF HOLLY SPRINGS STANDARDS.
TRENCHES AFTER PIPE HAS BEEN PLACED.
11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF
_ 1 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY BY THE TOWN OF
_ — HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL
_
—1 r" 1 COATED CHAIN—LINK. DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG
THE —_ _ SHOWNGATT THE TIME OF OF CONSTRUCTION DRAWINGS. IN THE CENTER AS DED. FENCES WILL BE PROVIDED AND
1 GRADING NOTES:
_,_ — 1. ALL RETAINING WALLS AND ASSOCIATED FILL SHALL BE INSTALLED PRIOR TO
<a, CB 68 f� INSTALLING PUBLIC WATER AND SEWER MAINS.
C 6 — —~ 1 2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS.
—i , 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR SLAB
1 SUBGRADE REQUIREMENTS FOR EACH BUILDING PAD.
— I 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
» , 1 RESPONSIBLE FOR DETERMINING CONSTRAINT'S FOR ANY TIE—BACKS, WALL TAPERS,
ETC. DUE TO THE PRESENCE OF EASEMENTS, UTILITIES, BUILDING FOUNDATIONS,
BUFFERS, ETC.
►I
GRAPHIC SCALE
\ 1 40 0 20 40
\
1 inch = 40 ft.
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
a
E
Z z
W p
Q z
U � w
U2E-
E -
P4 o o
W Q
F� L W a �
W
Z � '
Z
A, ha
co
E
wW
PQ
z
SEAL •'s
0 7
07-11y 3.
z z
Z Z
w w
O 0
O 0
H
LU Ld
LU w
a a
w �
U� of
z a
0
� � I
N N
� of I
Ix a a
L). 1.
V r��
aW o
N �
W U) d�
P-4
A r,
0'a
Z�
C Q
z
H
O
fW V
yi
W^ 1
UW
o a
w
Jaz �
I� V
Y/
W O
H
W �
A
PROJECT N0. KRG-08020
FILENAIE: KRGO8020—G1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: 1"=40'
DATE: 09-29-08
SHEET N0.
C-13
',, IIIA � � � •�
kj
10T 14
7(58 AC.
\
\
STOMWATIER
_MANAGEXENT 'F.ACILi',`1," #4
I
"(SEE Sk�Eu G,20)
ss
\ V -15" RCP
J/
, t..
€ 1 RCP/
y
\l 3 -7/ _ _ f=-� _=_ --_`` i\�1 \\ \\ \ \ \\ \ \ 15"` CP \ \ \� \ 1 EASEMENTS:
\ \
'I —�—"" ---- — _ 1 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20 WIDE PUBLIC UTILITY
_
EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE
EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH
VN
UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL
BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR
LOCATIONS OF EASEMENTS.
2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
— — — _ _ \ \1 BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE
— — \ \� GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
RM 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT—OF—WAY INTO THE SITE
SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
\k \ - - - - - -
o
_ - STORM DRAINAGE NOTES:
_ \ \ 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP)
UNLESS NOTED OTHERWISE.
\ CB 85\ , / (� — /�� \ \ _ \ 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
\ _ TOWN OF HOLLY SPRINGS STANDARDS.
TRENCHES AFTER PIPE HAS BEEN PLACED.
11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF
_ 1 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY BY THE TOWN OF
_ — HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL
_
—1 r" 1 COATED CHAIN—LINK. DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG
THE —_ _ SHOWNGATT THE TIME OF OF CONSTRUCTION DRAWINGS. IN THE CENTER AS DED. FENCES WILL BE PROVIDED AND
1 GRADING NOTES:
_,_ — 1. ALL RETAINING WALLS AND ASSOCIATED FILL SHALL BE INSTALLED PRIOR TO
<a, CB 68 f� INSTALLING PUBLIC WATER AND SEWER MAINS.
C 6 — —~ 1 2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS.
—i , 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR SLAB
1 SUBGRADE REQUIREMENTS FOR EACH BUILDING PAD.
— I 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
» , 1 RESPONSIBLE FOR DETERMINING CONSTRAINT'S FOR ANY TIE—BACKS, WALL TAPERS,
ETC. DUE TO THE PRESENCE OF EASEMENTS, UTILITIES, BUILDING FOUNDATIONS,
BUFFERS, ETC.
►I
GRAPHIC SCALE
\ 1 40 0 20 40
\
1 inch = 40 ft.
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
a
E
Z z
W p
Q z
U � w
U2E-
E -
P4 o o
W Q
F� L W a �
W
Z � '
Z
A, ha
co
E
wW
PQ
z
SEAL •'s
0 7
07-11y 3.
z z
Z Z
w w
O 0
O 0
H
LU Ld
LU w
a a
w �
U� of
z a
0
� � I
N N
� of I
Ix a a
L). 1.
V r��
aW o
N �
W U) d�
P-4
A r,
0'a
Z�
C Q
z
H
O
fW V
yi
W^ 1
UW
o a
w
Jaz �
I� V
Y/
W O
H
W �
A
PROJECT N0. KRG-08020
FILENAIE: KRGO8020—G1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: 1"=40'
DATE: 09-29-08
SHEET N0.
C-13
',, IIIA � � � •�

a
MATCH LINE -SEE H T C-16 S EE r~• • • • • • • • • • ••••••••••~•••••~•.•,•-•••••••••••i F
_ _-r-- ~ ~ \ 'I - 1-- - - _ 6 ~ v ~ \ \ , I I w z
1 ° ° 1. A~ ~ ~ ~ ~ I I \
~ z
a
JB 138 / "H" ~ ~ ~ ~ o
- ~ ' E ~ I \ , SHEET C'1 U ~ w E U
;F _ ~ ~ y ~f I I \ ' ~ I ~~~a~
1 ° ° / _ _ _ _ _ _ > ~ ~ ~ I \ EX. DROP INLET I _
~ ~ ~
RCP 0 0 ~ ~ EX ~.s
- i X - M
G x ~ ~ a
_ _ ~ ~ ~ EX. OR(~P IN fT ~ ~ - - to ~ 7 Z SHEET C-17
1 i I _ I I ~~w o z z ~
I _ 1 I I~ I PAD 3 - ~ ~ ~ 1 s ~ W z ~ . ~ ~ d
1 / x ~ I ~ \ 1 rl ~ a
/ _ p( - I ~ / I - 1 z 1 '
I ~ , I / _ ~ 1 E-+
1~\ I~ ~ A l l i~, I ~ ~ \ a, t ¦ ~ w ~ W w
i I _ 1~ 1 l 1 \
I I LC3T 5 \ _ _ ~ I ~ 3 ~ 2.4o Ac. i ~ I \ - ~ ~ ~
1 \ \ I \ 1 \ \ I ~o ~ -16 Z
~ \ 1 ~ 1 \ ~ 1 I ~ ago a~ W EXISTING °N"H°""""D
I 1 ,4 1 1 \ ~ I EXISTING I / - '1 ~ 1 I ~1~-
I I~ 1 1 1 1 1 / _ ~ 1 1 ~ C)AK HAL] ~ ~ ; e CB 67 11 I 1 1 I 1 \ _ ~ ~ 1 1 , / 1E l~ HALL 4 ¦ ¦ ,,j11111111111!!I!I e CARS<~ , ti
1 1 ~ 1 ~ i \ ~ SUBDIVISIC ~ \ \ ~ ~ ~ 1 3DIVISION , i ' =°~'F~~'°ti'~9
~ ~ 1 1 1 A l i p \ I ~ \ 0 11, \ \ _ 1 ~ _ 11 i 14 ~ ~ - ~ EAL
1 1 1 15 RCP 1 1 \ ~ ~ ~ ~ 32
1 1 ~ 1 1 I
~ f 1 1 1 1 1 ~ ~ • o rk s ,.a'
~ / 1 1
1 \ \ 1 t ~ 1 1\ / ~ , ` ,!'''lluulnl?1 ~ IrVt
? \ ? \ 1 / 1 I \ is ~ \ t / ~ 1 1 1 1 ~ \ \ \ \ 1 1 I \ ~r~ m~
v ~,1 ~ \ 1 DousLE DUMP / 1 1 \ 1 \ ~
\ \ 4 V 1 YsNCLOSURE TYP. / \ I ~ 1 ( 1 1 \ I \ i
~ \ ~ .I \ \ \ 1 1 1 1 ~ \ 1 \ \ \ \ \ / 1 1 I \
~ v / 1 1 \ ~ a \ ~ 11
\ \ \ 1 1 \ r 1 I ~ \ ~ 1 11
\ ce 7s - - - 1 1 ~ u / . M~ ~ °
I ° 7 ~ 1 ~ c~ \ \ \ 1 1 \ 1 I ~ \ GRADING LEGEND ~ o
~ \ \ 1 ,1 \1I I \ , , , ~ FLARED END SECTION a a
\ 1 ~ 11 \ ~ ~ v 1v v ~ 1 1 \ \ 1 1 \ t , ~ ~ CATCH BASIN w
~ \ \ f L\ 1 I' \ t \ \ I \ \I i 1 , ` ~ DROP INLET Z ~ o
\ I \ \ \ \ ~ 66 \ \ \ 1 1 I \ \ I \ \ \ \ 1 ` ~ ~ 1 ~ ¦ STORM SERVICE INLET O ° i ~ ~ ~ T N
\ ~ L \ \ I I \ \ \ \ i \ ~ 1 \ \ \ \ \ \ \ \ \ ` ~ STORM SERVICE ROOF-DRAIN H ~ ~ \ , JUNCTION BOX ~ a a
1-I \ \ ( \ " \ \ ~ ~ \ \ ~ \ ~ 8 RCR \ \ \ ~ \ \ ~ \ \ \ t, o ~ 1
\ \ ~ \ I \ I \ L ~ \ V ~ \ 1 -ti+ DRAINAGE FLOW ARROW
I A I° A A \ ~ ~ AI ~ V ~ \ I U C 5 \ \ I \ \ \ 250.50 TOP & 80TTOM CUR$ ELEVATIONS 250.00
~ I~ A V ~ V ~ I I \ V 1 I V A A A V ~ V A ~ \ ~"`b TW=223.00-TOP OF WALL ELEVATION H
E-~ , I. v v ~ ~ v I I 1 ~ V A ~ ~ 1 \ i ~ BW=213.00-BOTTOM OF WALL ELEVATION ~ W ~n (NOTE: BOTTOM OF WALL IS GROUND 1"~ W ~
\ ~ ~ \ I I ~ 1 W ~ \ I ` 15" RAP \ ~ ~ ' I ~ \ \ I 1 ` \ y ELEVATION NOT WALL FOUNDATION) ~i ~
~ ~ \ 1 ~ 1 xj a ~ \ \ \ ~ I 18° RC \ \ I ~ ~ _ W + 250.50 SPOT ELEVATION H ~
W ~ ~ ` ~ STORM DRAINAGE ~ ~
- -c- e \ ~ ~ ' \ I \ 1 1 I \ ~ \ ~ ~ ~ - • • • • - STORM SERVICE LINE ~ ~ O Z
v I ~ 1 1 1 ~ 111 v I 1 j ( l 1 1 v -RD-RD-RD- ROOF DRAIN, 8° ADS ~ NON-PERFORATED TUBING OR a p ri
U~ I~ PAD ~2 _ ~ ~ / 1 I ~ ~ ~ \ 1 / / 1 ~ \ ~ ~ EQUAL 1.0% MIN. SLOPE 3' MIN. I„~ ~ ~
_ ~ I B'~65 \ I ~ ce 7 ~ ~ / / 1 I \ ~ COVER PVC SCHEDULE 40 IN ~ \F TRAFFIC AREAS w W a M+~h
~d 250 10' CONTOUR w ~
I _ , , ~ f8" RCP / / / / I 1 \ 1 , I ( , DOUG E DU STER 1 \ ~ ( ~ I ~ i I ~ ~ ~ / \ \ 252 2' CONTOUR ,x ~ di
W ~ -4 ~ / EN OSUP.E 1 ~ ~ I ~ ~ ~ 1.53 AC. ~ ~ ~ ~ / / / ~ \ ~ _______250_______ EXISTING 10' CONTOUR W
- 1 \ I I 30" RCP ~ - . i ~ 1 1 ~ ~ o _______252_______ p(ISTING 2' CONTOUR F"'{
~ - - CB 4 ~ - - - - - EASEMENT LINE ~ ~ A
U 1H" CP i I 'f ~ ACCESSIBLE PARKING AREA Z 'x ~ ~ (2% MAX. SLOPE) ~ ~
- / / 2r4" RCP i / / 1 \ I \ i; ~ 'C~ ~ 1 \ ` ~ ~
SPILL CUR$
~ t _ / / / cs ~ r~.,_ 1
1 ~
I n / 'a / / / / 1 \ s ~r / ' \ I \ - EASEMENTS: ` 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY
3Sv 1~CP ~ 'I I ~ / ~ / / \ \ y~ ~ ~ EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE
1 cB ~3 ~ / 1 1 \ \ ~ ~ ~ ~ EASEMENT MAY BE A VARIABLE NflDTH EASEMENT BUT NO LESS THAN 10' FROM EACH F~1 ` ~ UTILTY LINE WATER SERVICES UP TO THE METER AND FIRE HYDRANIT ASSEMBLIES SHALL W
1 \ 1 n \ s , 8E LOCATED IN A 10' WIDE PUBllC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS.
~ , n 2. ALL PRVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO
I 1 \ t~ ~ - --I- - - i _ _~.r ~ ~ \ ~ ~ \ BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMEM. SEE 1 ~ GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
1 - ~ AD 1 \ 1 J ~ ~ 1I' ~ 1 ~ 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE / 1
j CB ~ LQ?T 3 I ~ ~ \ ~ 1 1 I , I 4 I 1~ 1 ~ 1 1 tie ~ ~ o~ 1.5~ AC. \ y \ SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT, e~~7j 1
a 1 1 \ 1 \ 1 \ ~ STORM DRAINAGE NOTES: 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO 8E CLASS III REINFORCED CONCRETE (RCP)
B / ~ 1 \ l \ ti, : y ,UNLESS NOTED OTHERWISE. ( O 2 ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST QI
~ \ I 1 FUTUf~E DOUBLE \ I \ \ 361 CP '1 DUMP TER ENCLOSURE 1 I \ TOWN OF HOLLY SPRINGS STANDARDS.
~ - - - 1 ~ ~ - \ 1 ` `6 ~yo \ tTYP.} \ 1 \ ~ 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. W ~ 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL 'I~
\ \ ~ \ 1 t, 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS V TO AASHTO SPECIFICATION M-196 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS w ~
~ ~ 1 "RCP \ OTHERWISE NOTED.
~ 1 1 1 ~ 1 1 ~ 1 \ 8 AC. ~ ~ \ ~ 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP ~ AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO
~ , ~4" R~ _ ` ~ \ 24" RCP G 57 1 t ~ a ~ ~ ~ \ MANUFACTURER'S SPECIFiCATI0N5. 1 7. ALL BACKFlLL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION 1 ^
~ \ _ . ~ _ _ _ . _ 1 \ MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID !~1 ~ iii
1 ~ - _ MATERIAL SHALL 8E CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND 1 SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE y~
o I 3 ~ ~ ~ 1 TAMPING BLOWS OR PROOF ROLLING. : 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL r 1
~ .1 0 ~ I 15" RCP \ 1 Q 1 ~ _ \ ~ _ PURPOSES SHALL 8E REMOVED AND REPLACED WITH SUITABLE MATERIAL w
/ v v~` ~1 ~ 1 I ~:,A A l ~ v ~ A ~ L- - \ \ ~ 9. BACKFlLLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. a THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPAGTED TO 95% OF THE ~ V~
a 1 ~ ~ / \ ~ ~ t` 1 cB ~6 \ 1 MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP ly
1 ~ ' A 3 R ~ A 1 I 1 \ b EIGHT (6) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR. n , 1~' 10. UNDER NO CIRCUMSTANCES MALL WATER BE ALLOWED TO RISE IN UNBACKFILLED W ~1
4 1 \ - A A \ ~ ~ A ~ TRENCHES AFTER PIPE HAS BEEN PLACED. w O ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF
i ~ i ~i~ ~ 0" R ~ A A ~ ~ it I ~ 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY BY 1HE TOWN OF \ HOLLY SPRINGS. FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL ~~~yyy ~k
~ ~ - _ `6~ RCP ~ CB~ ~ - 1 ~ ~ i COATED CHAIN-LINK, DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG
THE FRONTS OF BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND ~ SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS.
i- . ~W 52 ~ ~ ~ ~ ~ ~E~~` ~ ~ ~ I I ~ ~ GRADING NOTES:
~ A ~t V \ / ~ ~ ~ i A 0 1 \ ~ I / B ~ 1 \ 1. ALL RETAINING WAILS AND ASSOCIATED FlLL SHALL BE INSTALLED PRIOR TO INSTALIJNG PUBLIC WATER AND SEWER MAINS.
~ ~ 1 I/ / ~ I 4 1 ~ ~ ~ ~ ~ i / ~ ~ / / i 11,471 s / v ~ 1 ~ 2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING ~ FOUNDATIONS.
1 / FFE=4Q9. 5 w ~ r / / \ 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR SLAB
SUBGRADE REQUIREMENTS FOR EACH BUILDING PAD. 4, RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
1~ ~ / / ~ v v ~ s ~ f ' - ~ - / ~ ~ I V ~ 1 v RESPONSIBLE FOR DETERMINING CONSTRAINTS FQR ANY ilE-BACKS, WALL TAPERS, ~ ETC. DUE TO THE PRESENCE OF EASEMENTS, UTILITIES, BUILDING FOUNDATIONS,
~ 1 / ~ r-~ / i / ~ / / \ BUFFERS, ETC.
/ ~ ~ ~`y a4 / / / - D UBIE DUMPSTE ~ ~ 1 ~ ~ / a\~ I R T1P:... ~ 1 \ Pa07ECT N0. KRG-08020 .
/ ST ~iWAT - / / / / cLOSU E t / s~ ~ ~ ~ \ , Fu.ENa~: KRG08020-Gt
2 AN ~EMENT~F~CILITY ~ / ~ / ~ \ \ 1 ~ - I - \ DESIGNED HY: -
~ / j ~ i \ ~ E ~ / (SEE SHEET C ;,t9) . I-. ~ DRAWN aY: CRW
U arv s w 43.58 AC.
\ scAtE: 1 '=40'
DATE: 09-29-D$
GRAPHIC SCALE
\ 40 0 20 40 80 SHEET NO. C
D rmrrmimmm mmm m-m ~o~ ~~~r~~~i~ • mL m mmmmmifi~ mti~r~~ icy i y -14
5 MATCH LINE - SEE SHEET C-12 1 inch = 40 ft.
Y 5 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JiMcADAMSY
0 i
K

MATCH LINE - .SEE SHEET C-1'7 a
/ ~ ~ - . - /
i ~ ~ ~ ~ti~/ / t \ ~ / / ~ ~ ~ -t- / / / - - ` / ~ 380 ~ - ` \ - _ . 1 1 ~
/ ~ 1 ~ / ~ ~ ~ ~ \ / ` - ~ ~ \ ~ z z
- ~ / ~ ~ ~ 371 Q+ ~ ~ o
/ f / \ ~ /
\ / \ ~ ~ ~ _ - - ' ` ~ ~ ~ SHEET C-1 ~ w ~ ~ H
~ / ~ / ~ ~ \
r'y
\\1 ~ 0 ~ _ _ ; i.~.l ~ W x ~ _
~ / \ \ ~ ~
\ / I J Y ~ \ / ~ / ~ ¦
~ ~ _ _ _ _ _ - - ~ j SHEET C-17 ®a ~ ~ ~ - _ ~
- ~ \ \ \ ~ - rl~ ~5"°•Rc 1 ~ P ~ ~ \ \
i 1 ~ W z~ a
~ \ ~ - CB 935 r ~ ~ / ~ -
/ / V A ~ \ ~ ,1~ f / ~ ~ ~ ~ ~ ~ \ / 1 ~ a x
/ / ~ \ I `s.......... ~ 1 ~ \ / 1 ~ ~ ~
\ \ ~ 1/ ~ 1 w ~ w
~ / 1 \ / . ~ ~ \ \ \ ~ v W \ \ ~ \ ( 1 ~ ~ ~ G'»
i ~ " EW 134 \ \ \ \ / ~ / \ ( 15" RCP \ - \ \ ~ ~ \ ~ \ \ ~ i ~ \ \ / ~ aw~ro~aaw a~ ago ~
~ ~ C ELECTOR A \ ~ \ h, 1 PR ATE - 4~' B~ ~ ~ \ \ \ \ , i ~o -16 w
/ - ~ / ~ ~ \ ~ ~ ~ \ ~ ` \ \ \ ~ I 1 ti~
\ f I \ \ 378 ~ ~ ,,~~µunup~<< \ \ \ \ ~ CARD
/ ~ _ / \ ` I ~ / \ \ ~ ~ \ i / ~ \
i \ ~
/ ~ v R ~ ~ \ ~ ~ ~ LOT ~ _ EAL 's
/ ~ ~ \ ? \ ~ \ 7.58 AC. ~ . 1.~ s ~ \ ~ ~ `~o
/ ~ ~ / ~ ~ \ 21. AC. \ \ \ ` ~ 1 1 ~ r
/ / ~ _ ~ _ _ ~ \ TORMWATEf~ _ ~ / ` ` \ \ \ 1 ` i odd ~ ~i , G i NE~'e'r ~

/ / \ ~ MANAGEM~iVT- FAG1t1TY ~5 / / ~ ~ ~ ~ , ~ , ` \ ~ \ ~ \ \ \ \ \ \ \ \ 380 1 ~A~'
/ / / ~ ~ ~ - - ~ ~ ~ \ EE_SHEET C-20 / / ~ \ _ _ _ _ ~ ~ ~ ~
_ ; / a./ ~ - ~ ~ - ' ~ / 1~" RCP ~ ~ ~ ` ~ \ \ \ \ \ \ \ ~ \ \ \ \ \ \ \ \ \ ; `P~~ ' a~~n
~ _ ~ 60 ~
/ / r \ V = / \ ~ EW ~29 ~ - - ~ ~ ~ ~ \ ~'v \ `v vv vv vv ~ v ~ v ~ 1 °~p _ ~ ~ ~ \ \ \ \ \ ~ \ ~ 1 ~ N TP HILL R SR 115 ~ w
/ 1+ ~ / - \ \ / B 0 ~ \ \ . \ \ \ ~ ~
< ~ \ \ \ ~ ` ° \ \ \ \I ~ ~ \ \ \ ~ \ ~ o
~ \ ~ \ \ \ \ \ ~ a~ \ \ \ 1 GRADING LEGEND \ \ a W
` \ \ ~ \ ~ ® FL4RED ENG SECTION > a.
\ \ ,r'° \ \ _ . 362 i ~ ~ . _ _ - - ~ \ ~ ~ _ ? - ~ ~ ~ T \ \ \ ~ \ \ \ \ \ \ \ \ 1 ~It CATCH BASIN Z ~
- /~F ~ 1 _ i ~ ~ - - ~ ~ _ ~ ~ - - F _ \ \ ~ ` \ \ ~ \ \ \ ~ DROP INLET O ° o N N AV \ `V A 1 ~ ¦ STORM SERVICE INLET ~ ~
- - - - ~ \ \ \ ` \ \ \ ~ \ \ \ \ 1 ~ • STORM SERVICE ROOF-DRAIN ~ °
t
~ ~ Xi a / / ~ / i o / ~ \ ~ I Q JUNCTION BOX p,, as z ` _ ` . _ ` ` \ 384 \ \ ' ~ DRAINAGE FLOW ARROW
- - A _ - - ~ ~ ~ ~ / ~ % , - ` ~$k - ~ _ - ` _ ~ \ \ \ \ \ \ 1 E ?~.Q~ TOP & BOTTOM CURB ELEVATIONS H
_ - _ - ~
/ , / \ \ I W TW=223,00-TOP. OF WALL ELEVATION ~ W
\ / „ 378` ~ ~ 2 ~ l•- , - ~ ~ , ~ ~ A ~ 15 RCP ~ / r-' _ _ - ~ ~ \ \ 1 W BW=213.D0-BOTTOM OF WALL ELEVATION a W ~ ~ \ \ (NOTE: BOTTOM OF WALL IS GROUND a ~ ~
~ ~ - - - - _ _ J ~ - - I \ \I F.Lj ELEVATION NOT WALL FOUNDATION) H ~
- ~ - ~ \ fl ~ t 250.60 SPOT ELEVATION W ~
X~ _ ~ / / 1~1 - - ~ ~ STORM DRAINAGE (u W ~ Z O Z ~ - ~ ~ - - - - - - - r ~ I W STORM SERVICE LINE ~ I~„I ~ F-+
/ ~ i ~ ~ CB 1331 ^ -
- ~ / ~ ROOF DRAIN, 8" ADS A ri ~ ~ ~ 388 - - _ ' ~ ~ 1 -RD-RD-RD- NON-PERFORATED TUBING OR a ~ U1
\
\ ~ / ~ ~ / , / / / ~ -3~0 ~ ~ ~ ~ ~ 15~ ;RCP ' ~ / - ~ 1 I EQUAL 1.D% MIN. SLOPE 3' MIN. a w - COVER PVC SCHEDULE 40 IN ~~M-"~~I DWI I"'~
/ / j ~ _ ~ i / / ~ ~ i, / \ ~ ~ ~ _ ~ ~ - J ~ TRAFFIC AREAS w ~ ~ Q
- - ~ / / / ~ / 3D- eAPE F Af7 RIV BASF - - - - - - \ \ _ ~ 1 w 250. 10' CONTOUR ~ a _ ~x~n~
~ ' f STR~AM'BUFF !Iv1E~UifEO / / / - ~ \ ~ ~ , i~ ` I ` ~ _ _ r 36' FR~lv1-fi0 OE-BANK / / / ~ ~ ~ i 252 Z ~I 2' CONTOUR W ~ ~
e i i / _______250_ EXISTING 10' CONTOUR --~39g- _ ~ EXISTING 2' CONTOUR ~ ~ A
t 1 __---252- O
~ l ~ / - - - / 3~ i / v ~ i V ~ ~ ~ _ ~ - - - - - EASEMENT LINE ~ L,~-+
- - - - i J z ~ o
\ ~.{I I~ ACCESSIBLE PARKING AREA ~ ~
/ ~ \ _ , ~ _ I _ .L. - '`4 - - (2% MAX. SLOPE) p
\ \ l r r "~°jry-- 0.6..100 . - - _ _ - ' ~ ~ SPILL CURB .-_s .
/ ~ V ~ \ V ~ L_ 1-5" 13CP ' ~ - I I _ - y-= - ,~,9.SEMENTS:
- ~ \ \ \ I ' \ ~
\ ~ - \ 15 C I + A ~ 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY . .,_...~,„y a~s _ ` ~~m~~ EASEMENT. IN THE CASE OF U1TLmES EXTENDING ADJACENT TO EACH OTHER THE W
- LOT 2 \ CB 99 _ - _ _ 15" RC - - - - - - EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH W
~ - -G- - - - / / 43.5$-A~C ~ \ \ \ ~ \ \ ~ r UTILITY LINE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL !~1 - _ BE LOCATED IN A 10' WIDE PUBLIC U11lITY EASEMENT. SEE UTILITY PLANS FOR to
i B 93 i 0" CP ~ ~ _~~~t i _ ~ RETAWING N~ALL (T1~Pa. \ \ y / ~ / ` ~ _ ~ egg \ 'T"~r' - ~ti I - - LOCATIONS OF EASEMENTS. vs 2. ALL PRIVATE STORM DRANAGE PIPE WffH THE EXCEPTION OF SERVICE LINES TO
.,,tl _GL - ~ ":--7, / `DE-SIGM--~Y OTH~RS~) ~ \ \ / _ - 300^ RCP _ - _-J-_-"~ GRADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
` /~.G _/~L - i'::: ~ \ \ \ ` JB 135 JB 135 _ - - _ - BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRANAGE EASEMENT, SEE ~ - - - - i - - - _ - - - - ~ -1 3. ANY STORM DRAINAGE PIPE EXTENDING FRDM A PUBLIC RIGHT-OF-WAY INTO THE SITE W 1
/ ~ 2'» C~~ CB 9~ ' DI 101 - -1 SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. ^ ^
15 RCP , 1 W \ B s - _ _ ~ 1 STORM DRAINAGE NOTES: v
~ i` 6(~ RCP ~ i i i ~ CB 94 42" RCP C g~ \ \ ~ ~B 96t _ ~ ~°1 ( 1. All STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP) N - ~ UNLESS NOTED OTHERWISE ~ O QI
..r ~ ~ ~ ( 2 TOWN OF HOLLYI S RENGS STANDARDS SHALL BE IN ACCORDANCE WITH THE LATEST
~ 4 ~ \ \ \ 36 CP \ ~ ~ 24 RC~ \ '.4 RC~ r, \ ~ : I ~ ~ 3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. k
~B 192 % ~ ~ E 4, ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. /r V~ \ ` ~ ~ ~ ~ 5. ALL PIPE JOINTS SHALL BE MADE MATH PREFORMED JOINT SEALER,. YAiICH CONFORMS W
~ - + ~ \ ~ I ~ 9 RETAIL ~ I TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLA511C GASKETS UNLESS V A ~ ~ r ~ !i,~ OTHERWISE NOTED.
o ( \ ~ / ~ _ ~ \ V A \ V A \ V A\ 1 i I ~ ~ '~i 1 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE S1RUC1URE5 SHALL BE POINTED UP
~ V ~ ~ \ V A \ V ~ ~ ~ I 9,810 $F ~ AND SMOOTHED TO AN ACCEPTABLE STANDARD US}NG MORTAR MIXED TO \ ~ / 1 MANUFACTURER'S SPECIFICATIONS.
RAP \ 1 ; I' F`F~-4QU.00 Ij ~ 7, ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION ~ A
--=1' ~ - E ~ ~ / ~ _ A - A A \ \ ~ ~ ~ \ ~ `I P 1 MAT1T32, WASTE CONSTRUCTION MATERIAL OR OTHER OB,~C110NABLE MATERIAL SAID • ~ !~i ~ MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND
~ \ - ~ ~ I', ~ I SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE ~ = ~I 1 TAMPING BLOWS DR PROOF ROLLING. x ms,~`.`. ~ ~ ~ ~ 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL W
~ ,
I M ~ ~ ~ ~ \ \ \ \ \ \ \ \ 1 \ 1 9. BACKFlLLING OF TRENCHES SHALL BERAC OMPLISHED IMMEDIATELY AFTER PIPE IS LAID. a tr8" R P \ 1
~ ~ i ~ \ \ \ \ \ THE FlLL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP ~ w \ \ B 105 \ ~ ~ 1 EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
m \ \ ~ ~ \ \ \ \ \ o ! iI / - '2~C~~R \ ~ \ \ ~
~ \ \ ~ v I i I ~ v v~ v v \ \ ' ~ 10. UNDER NO CIRCUMSTANCES SHALL WATER 8E ALLOWED TO R15E IN UNBACKFlLLED \ \ \ 1 TRENCHES AFTER PIPE HA5 BEEN PLACED. O ,
52>lE0 SF / _ ~ \ \ \ \ ~ \ 1 ~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WALLS IN EXCESS OF 1 Ct~ B 1 ~ \ \ \ ~ I 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED Oft NECESSARY BY THE TOWN OF ~ ~ ,k
60" RCP ~ - `I ~ \ ai ~ B 91 -'I FF'E=3;3g 50 " ~ \ \ \ \ \ \ ~ ` ~ - ~ / 42" RCP ~ \ \ \ \ \ \ \ \ \ ` ~ ` ~ \ \ \ \ HOLLY SPRINGS, FENCES LOCATED IN REAR AND SIDE YARDS SHALL BE BLACK VINYL V ` ~ ~ \ \ \ \ \ \ 1 COATED CHAIN-LINK. DECORATIVE FENCE SHALL BE USED IN FRDNT YARDS AND ALONG
- ~ \ \ \ \ \ \ \ \ \ \ \ 2 " Rai 1 2 » RAP \ ~ \ 1 \ \ \ \ \ 1 THE FRONDS OF BUILDINGS IN THE CENTER AS NEEDED. FENCES >MLL BE PROVIDED AND
EW 90 u i ~ - - d ~ ~ ~ / A \ \ V A \ 1 ` \ \ \ \ - ~ ~ SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS. \ \ ~ \ \ \ \ goo ~ GRADLNG NOTES:
1 p° 1 \ \ \ \ \ \ ~ 1. ALL RETAINING WALLS AND ASSOCIATED FILL SHALL BE INSTALLED PRIOR TO
~ ~ L \ \ \ \ \ \ \ \ \ \ \ ~ \ \ \ \ 1 INSTALLING PUBLC WATER AND SEWER MAINS. \ \ ~ \ \ \ \ \ ~ ` C~. 107 \ \ ~ 2. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
~ ~ ~ ~ ~ / CB 113 ~ ~ V A \ \ \ CP \ 1 FOUNDATIONS. \ \ \ \ ~ ~ \ \ \ \ \ 3. GRADING CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS fOR SLAB
~ 15" RCP \ \ \ \ \ \ \ _ i'y I ~ \ 5 - ~ / GB 114 \ . \ \ \ \ \ \ 3 ! ~ - \ \ \ ~ \ \ ` \ \ 1 SUBGRADE REQUIREMENTS FOR EACH BUILDING PAD.
i° - - - ~ \ \ \ \ o ; f y ~ ` \ ` \ \ \ \ \ 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WAL15. 7HE WALL DESIGNER IS ~ \ ~ ` \ \ RESPONSIBLE TOR DETERMINING CONSTRAINTS FOR ANY TIE-BACKS, WALL TAPERS,
~ ~ \ \ \ ` 1 ETC, DUE TO THE PRESENCE OF EASEMEN , UTILITIES, BUILDING FOUNDATIONS,
~ \ ~ ~ 24~ RCP \ \ \ ka2 BUFFERS, ETC. rRD~cT ND. ~ ~ \ \ \ I KRG-08020
~ ~ - - - _ \ ti ~ - A V ~ - ~ ~ \ \ B~~ x- \ \ \ \ \ 1 Fn.Exn~: KRG08020-G1
n. I 15" RCP ~ \ \ \ \ \ ~ ~ ~ \ ~ \ \ \ \ \ \ V DESIGNED HY: -
~ \ \ \ ~ ~ V
/ I \
15" RCP v m DATE: 1 0 1 09-29-08
B 115 B 116 \ \ GRAPHIC SCALE SHEET NO.
I - J ° / J ( \ \ \ 40 0 20 40 80 ^ -15 v
o I ~ \ / I / \ \ i C
~~'iir•~i~~~~ ~~1rF~~ ` i I ~~~~Li I inch = 40 ft.
MATCH LINE - SEE SHEET C-13 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION SWADAMS
0
X

a
~ ~ ~ , ~ 1 I ~ f I I I i~ ~ ~ f I EASEMENTS: ~ z z
\ v I 1 I v v v v v ~ I { 1 I I 1 I~ . 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 2O' WIDE PUBLC UTILITY W p
r~ ~ v \ \ v V 1 I I i 1 _ I I EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARU+BLE WIDTH EASEMENT BUT NO LESS THAN 16' FROM EACH ~ ~j • Z Z
, ~ v v \ v I l I I I 1 ~ ` \ ~ \ \ \ \ 380 \ I I I ~ ~ A 3g8 I I I ~ UTILITY LINE. WATER SERVICES UP TO THE METER AND FlRE HYDRANT ASSEMBLIES SHALL p~ r 1 a
~ ~ ~ \ \ \ I I I I , ~ v \ \ V \ I I BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR H V ~ LOCATIONS OF EASEMENTS. ~I ~J
~ \ \ i II I I 1 ~ \ \ \ \ \ \ \ I I i ~ v v A I I f 2. ALL PRIVATE STORM DRANAGE PIPE WffH THE EXCEPTION OF SERVICE LINES TO ~ rlj F-1 ~ ~ ~
\ v v v v v v \ l l{ v v v v ~ v ~ \ { I I i f • BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE / F"'•I W ¦ v GRADING AND STORM DRAINAGE PLANS FOR LOCATION Of EASEMENTS. S~~ Gr_1 ~ ~ h
\ \ \ \ \ \ t I 1 \ \ \ ~ I - v v v \ 1 I l 3. ANY STORM DRANAGE PIPE EXTENDING FROM A PUBLIC RIGHT-Of-WAY INTO THE SITE SHALL BE LOCATED IN A 20' PUBLJC STORM DRAINAGE EASEMENT. 0 ~
\ ~ \ ` ~ \ ~ \ ` \ Ii I 1 ~ v v v v v v \ v v If I I I 1 I STORM DRAINAGE NOTES: • • N ~ 0 ~
1 v v v v v v v ~ v ~ v I I} l ~ v v v v A v v v v I I I I l 1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS Ilf RpNFORCED CONCRETE (RCP} W W d
1 v ~ v v v v v t I~ ~ v v v \o v v ~ v \ V t I I I - UNLESS NOTED OTHERWISE. 'Q~ ~ U 2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ~ ~ p
1 ~ ~ \ \ \ \ ` \ \ \ \ \ ~I I l 1 - I I V ~ V \ \ \ V A ~ \ 38~ \ V ~I I I I ~ ~ TOWN OF HOLLY SPRINGS STANDARDS. ~ ' 3. ALL CONCRETE SHALL MEET A MINIMUM 30D0 PSI COMPRESSIVE STRENGTH. A1D1aA B~"~ 111 ~ t/J
1 \ ~ \ \ I I { Ix v v ~ v v ~ ~ ~ v { { I / 4. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN IM1H INSIDE WALL. I~L~C/L'~ v ~.L~ ~
\ \ ~ ~ \ \ \ \ x { I I z 1 \ \ \ \ ~ ~ \ \ \ \ 1 I' ~ 5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS ~r Pd» ~ 70 AASHTO SPECIfICAT1DN M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS .7HEET G17 ® ® a w ~
1 \ \ ~ \ \ \ ~ \ \ \ iZ I I 1 ~ OTHERWISE NOTED. M-~ ~ 1 W ~ rn 6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP Z Z ~
\ \ \ \ \ \ \ \ ~ \ \ \ ~ { 1 I~ 1 \ \ ~ \ \ \ \ \ \ ~ \ ~ I { 1 AND SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO ~ . W z ~ ~
MANUFACTURER'S SPECIFICATIONS. ' ^ ~ 7. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION c
\ \ \ \ ~ \ \ ~ \ \ i I I I I 1 ~ ~ v v v ~ v ~ v l l ~ i MATTER, WAS1E CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID / ~ fl+ ~ 0D MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND ~ ¦ ~
_ \ ~ \ \ \ \ \ \ ~ 14 I I 1- _ _ ~ \ \ \ \ \ \ \ \ I SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE ~i*•~•~•~•• ~ • ~ ~
\ 384 \ \ \ I I ~ TAMPING BLOWS OR PROOF ROWNG. ~ p; W 8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE A5 UNSUITABLE FOR BACKfILL ~ W ~
- _ _ \ I 1 1 \ \ \ \ ~ I _ LOT ~ \ I 1 r ~ \ ~ \ \ \ ~ 3g2 I I i PURPOSES SHALL BE REMOVED AND REPLACED WITW SUITABLE MATERIAL. W 9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDlA1ELY AFTER PIPE IS LAID. ~ ~ ~ ~
1" _ ~ 21.28 AC. \ \ \ ~ \ ~ ~ I I THE FILL AROUND THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95% OF THE Cy`~' ~
- ~ I \ \ ~ \ \ 1 I ` \ \ \ \ V I I~ I v v ~ ~ 1 MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE TOP ~ _16 z EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT STANDARD PROCTOR.
I- \ ` ~ ` \ I 10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED ~ W . TRENCHES AFTER PIPE HAS BEEN PLACED. ~ ~ ~°~~0 ~
- I ~ \ NnuA~ 11. FENCES SHALL BE INSTALLED ALONG THE TOPS OF ALL RETAINING WAILS IN EXCESS of ~~~qi
~ ` \ 1 it _ . 1 - ~ \ \ ~ i I _ 4' HIGH AND WHERE FENCES ARE DEEMED REQUIRED OR NECESSARY $Y THE TOWN OF CARp~ HOLLY SPRINGS. FENCES LOCATED !N REAR AND- SIDE YARDS SHALL BE BLACK VINYL M J !1L /
1 ~ \ \ ~ \ \ I 1 / I COATED CHAIN-LINK. DECORATIVE FENCE SHALL BE USED IN FRONT YARDS AND ALONG ,,~0.:~~5sJati, y 111E FRONTS OF BUILDINGS IN THE CENTER AS NEEDED. FENCES WILL BE PROVIDED AND
1 --rte \ \ I I I SHOWN AT THE TIME OF CONSTRUCTION DRAWINGS. 14 ~ ' ~ EAL
I I GRADING NOTES: ~ v>HO '~a = 3 5
1. ALL RETAINING WALLS AND ASSOCIATED FILL SHALL BE INSTALLED PRIOR TO ~ INSTALLING PUBUC WATER AND SEWER MAINS. " ` ® ~ '
I A NDON ~ ~ ~ ~ EXl 18" R 2 THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING ~ ~ ~j G ~ ~EF;••~~~ FOUNDAITONS. a~r s~ ~i~ ~l~ P,
- ~ I 1 1 ~ - ~ \ I I t, A. I EX 18" RC 3 5UBGRADE REQUAREMENTS FORREACH BUILDINGH ADIURAL PLANS FOR SLAB ~1~~ ~~p~A'~' n .,5~`,`
_ ~ cTOR ~ _ - ~ - ~ ~ I ~ 4 EX. DROP INLET I 4. RETAINING WALLS AS SHOWN REPRESENT TOP OF WALLS. THE WALL DESIGNER IS
1 - (PRNATE--'- ~'37 B-B ~ - EX. D dP ALE W I 3 398-- ~ f I \ J ~ Ij ETCpDUEI 0 THE PRESENCENOF EASEMENTS, UTILITIES, BUILDINGKFOUNDAl10NS~S ~ ~U'
i v ~ I i I \ / BUFFERS, ETC. ~1' 9A ' a~oH~H~o
~ ~ % r-- 1 i wpu mimwu ~~H~D 0
_ I ~ v Q~ .
_ ~ ~ I - ~ \I I . ~ ~ N ~ 9P HILL R SR 115 W w
- - - - I ~ ~~mm~~++v~ ~~~D ~ ~ 0 0
, _ U U • 11~ILj'.tL~ 1?1L1C ~ ~
- ,:.r---- , , I i I I_ V / - ~"~cP - _ ~ ~ l_ / 3 - f I _ - 3 ~ Q H
~ ~ W W a a
_ ~~__.1--_ _ -r ~ z` > ~ {J] W W
15" RC _ ~ I I ~ , r ~ 1 ~ ~ z a
GRADING LEGEND ° N N
v - 1 _ I . ~ 0 I I: I FLARED END SECTION ~ o ~
I ~ L / ~ / 30" RCP - - ~ ~ ~ ~ ~ f JB 361 ~ ~ CATCH BASIN ~ a
B 135 ~ I ~------~-,.~.--------I----_--~- --~OZ-- - , ~ DROP INLET
2 CP CB 9$ DI 101 DOUBLE MPSTER~ ~ ~I I ¦ STORM SERVICE INLET
~ ENCLOSU E (TYPE I I ~ ~ ~ / I ~ I f\ I CB 9 ~ - ( - I I ~ STORM SERVICE ROOF-DRAIN Q JUNCTION BOX ~ W
U I- - I I I I l -1' 1 1
f I _ r DRAINAGE FLOW ARROW a W O
F' c~'' _ I I I 1 I 1 I \ 1 ~i'' 1 l W ~ I Ito I 1 I I 250.06 TOP & BOTTOM CURB ELEVATIONS ^ ~ ~
W ~ \ ~ I !i 15" RCP ~ I 1 ; ~ ~ TW=223.00-TOP OF WALL ELEVATION
"~f`'y \ V~ 1 I RETAIL cJ1o2 1 I I t V 1 1 I - r i ~ r ' BW=213.00-BOTTOM OF WALL ELEVATION ~i O
. U~ V 1 I d - ~ I 1 1 ',i ~ a t I \ G~ I I , (NOTE: BOTTOM OF WALL IS GROUND F~ ELEVATION NOT WALL FOUNDATION) ~ ~ ~ 1-•1
~ ~ { ~ t 1 \V ~ I I i! 9,010. SF j / I I I + 256.60 SPOT ELEVATION Q ~
W ~ i~ FFE=40.00 I { I _ STORM DRAINAGE a ~ H
L ~V ~ ~ I i! / I I ' I I I ~ ~ UZ U1 ~ I'i 1 I I I / ~ I I I i ~ / / I I11 ~ • • • • - STORM SERVICE LINE HM W W a
_ _ ~ ~ - I I / v w ~ H ~ >
1 l 1 ~ / I _ I \ I -RD-RD-RD- ROOF DRAIN, 8° ADS NON-PERFORATED TUBING OR ~ F•rl ~
~ ~ ill I I "R P, 1 I I ~ W I 5 EQUAL 1.0% MIN. SLOPE 3' MIN. W h~+I COVER PVC SCHEDULE 40 IN
W \ 5" / ~ I 1 1e ~ / a TRAFFlC AREAS Zi ~
\ ~ 1 0 \ 1 I i ~ F / I 1 ~ z \ \ l I I \ I I 250 10' CONTOUR ~ A
I I 1 ~ ICJ E-+ 252 2' CONTOUR ~ Z
1013 Y~ I, / ~ 1 1~ \ ra Q i _______250_______ EXISTING 10' CONTOUR Z ~i Q
\ \15 RCP\ 1 W ~ fir` -------252------- EXISTING 2' CONTOUR ~
\ 1 1 \ \ ~ \ \ \ / I I .,_,x, - - - - - EASEMENT LINE N. ~_1
h _ l ~ \ a . 1\ \ 1 \ - I 11 I I \ a \ ~ 1 ~ I 1 \ \ \ \ \ ~ \ ~o \ / 1 1 1 W
'a \ \ v l r. v v ~ ~~o ~ ~ y v v v `v ! 1 I 1 I ~ N \ \ \ I ~ ~ ACCESSIBLE PARKING AREA (2% MAX. SLOPE)
\ \ C~ o~ I ~ ~ ~ \ ~ ,I Iii
\ \ \ \ \ \ \ \ \ ~ 1 1II ~ I
V ~ V v v I 1 I( ` ~YISTTNG V A V A~ v~~ v ~ ~ I 11~ I 1G - SPILL CURB
\ ~ \ \ \ ~ \I \ \ ~ 1 1 \ \ 1 1 OAH HALL ALL W
\ ~ ~ ~ ~ ~ I I
~ ~ ~ ~ ~ 24~ RCP \ \ \ ..,,,r-,~•.J B 13 I ~ I'i I \ ~ ~ ~ SUB I~ISION \ ~ ~ ~ ~ \ I I SION
\ ~ ~ ~ 1 _ W
~ v v v~ v ` 1 1 1 v I ~ \ \ - \ II ~
\ A _ ~ V ~ ~ 1 1 1 ti ` I 1 ~ \ ` \ ,OS ~ ` ~ - , I , 1 \
\ \ \ , ~ - , 1 1 ~ ~ ~ ~ ~ i ~ Va ~ o a
I\ I 1 ~ ~ \ ~ 18~ RCP \ ~ ~ \ 1 ~ 1 ~
~ ~R \ ~ I I w
. ~ ~ d ~ \ \ ~ I I 1 1
1 E~ ~ l , I l f \ a
~ ~ A A\ 15" 1tC u ~ } ~ ~ l I I 1 I~ ~ t 1 ~ ~ ~ V A \ 1 ~ 1 1 ~ I v \
` ~ ~ ~ ~ \ ~ \ LE UMPSTER _ I I I ~az
~ g~ ~ \ ENC OSUR (T I ~ I I
~ c
x ~a
~ ~ \ c 11 / I I / \ I I I 1 .p - - ~ - - W~
- 1 1 / I 1
_ 1 1 C I t 1 ~ Ix ~ ~ \ \ \ I~ EETAIL RC ` I
W a
1' ~ ~ ~ I ~ ~ ~ ` -v \ 4 I~ z I v v / m 11 ~ v ~ \ \ x I I 1 13,998 SF ~ ~ 6i ~ V A \ 1w ~ I I ~ ~ ~ x
~ ~ F3~'E=404.25 ~ ~ ~ AC. ~ \ \ \ \ I-~+ I I / \ i~
3 ~A \ ~ \ \ \ \ Z 1 I ? I~ z
v ~ ~ ~ ~ \ i~ i ll ~ \ 1 ~ A ~ ~ 1 1 \ ~ I V r , - ~ ~ ~ 1 1 II I I
_I~~ Al V I \ PAD ~ , ~ ~ ~ 1 f W
A ~
~ ~ 1 \ I c . -
\ C; I
a., PROJECT N0. KRG-OSO2O
- ~ ~ 1 f I m ~ ~NA~; KRG08020-G1
i ° ~ ~ ~ ~ ~ I ~ ? ? ? a ~ ~ DESIGNED BY: -
w ~ `"f J
DRAWN AY: CD4A1
JB 1$8 IX\ TV
SCALE: 1"=40'
GRAPHIC SCALE n"'E' 09-29-08
v ? ? ? o e _ _ _ _ _ I \ EX. DROP INLET . 1 40 0 20 40 80 SHEET NO.
FYI. C-16
_ EX. DROP INLET o - wmmm~mw mmm m 16 L'•= ljt6 m 1Ymm• mm m~ lilm mmmmmmmmm mmi.mmmmm 1 inch = 40 ft.
MATCH LINE - SEE SHEET C-14 PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION JiMeADAMS
U
nN G 1
K

MATCH LINE -SEE SHEET C-18 a
/ ~ 7 / ~ / / ~ / - j { { { ~ W Z
v v v A 1 ~ ~ ~ ~ v v ~ - / / ~ 1 { i ~ O / /
\ l \ ~ ~ \ \ \ \ \ 1~, ~ i
~ ~ I / / / / ~ ~ / / ~ ~{ill
v ~ ~ ~ v - x--~~ v ~ ~ ~ t I / / \ \ a 1 v ~ ,9 ~ _ ~ v v v 1 ~ /
~ / ~ ~ r { it { I ~ ~ ~ ~ ~ ~ i l ~ Il 1 ~ f'"' { { { ~ SHEET C-1 ~ ~ ~
IA \ ~ v v _ v I I I { I ~ ~ 1 1 ~ ~ ~ o i ( I { ~ p a
\ IV , I I j ~ r`I{{{ ~ ~ ~ ' ~ ~ ~
1 ~ ~ ~ 1 ~ ) 7 : ~ ~ ~ ~ v ~ ~ , ~ \ 13.919 AC. \ v v \
~ ~ 356 I ~ I 1I ` I { { tl ~ ~ x
/ ~ ~ \ A A \ I N w 1 ~ l r 1 1 1 AREA G'r . ~
~ ~ I V A ~ ~ ~ - ~ V ~ ~ R~TA~NI G .ALL (GYP., \ V A \ V A / / ~ i i\ ~ ~ \ ) ~ DESIGIJ~BY OTHERS) \ V ~ \ o \ \ \ \ ~ v ~ ~ v ~ v v ~ ~ ~ \ ~ ~ t ~ it l i II SHEET C-1? ~ ®
- ~ \ ~ A ~ _ ~ i - - A ~ \ \ \ ~ \ \ v ~ \ ~ ~ ~ A ~ . ~ ~ - ~V- ~ ~ A - _ A V ~ V \
\ - . 4~ v ~ I ~ i I t _ / v v v v v ~ ~ ~ ~ v v ~ ~ v~ ti ~ I z ~
_.r.-- ~ I / ~ ~ V A ~ \ ~1 -r ~ / ~ i ~ ~ \ V A
i v v A I ~ ~ I - ~ ~ I v v v v I , i / ~ / - ,F ~ f ~ v v v v v ~ \ \ ~ I ~ III 1 ~ ~ a ~ ' x
1 1 ~ i ~ I 1 ~ v v \ v I ~ rn ~
~ A v v v v t~ l ~ ~ \ ~ ~ ~ \ \ \ ~ w w
v~ v v v v v v~ 11 1 ~ w~
I. ~ A ~ I I / ~ _ ~ ~ ~RETAAINI G WALb TYP., ~ \
v v V I 4 ~ /r l ~ / A ~ ~ ~ \ ~ ~ v ~ \ I I / / ~ - . ~A / ~ ~ ~ A D~S~N Y~OTHER A
r - - - _ i \ ~ \ I ~ ~ ~ A v v \ _ \ \ \ \ \ \ \ - I ( ~ ~4 ado ~ ago
\ \ \ \ I , / / \ \ \ \ 1 ~ ~ ; _ _ ~ ~ ~ v ~ v A
\ ~ I r r / , A ~ v V A
- v
\ _ - _
\ I A \I i ~ ~ ~ ~ ~ A V A ~t ~ ~ ~ V \
v v l li ~ I~ ~ v v 1 v v ~ ~ \ \ 35~ \ ~ . ~ 352 1 I l ~ ~ t ~ ; ;
I ~ 1 ~ / -moo ~ A _ ~ ~ - , _ _ ~ ~ ~ I ! old ~ ~ ~i ~''~N I NE~~.
1 1 V ~ - A~~` - . v ~ ~i I ~ I ~ _ ~ I ~ I ~I 1 _ _ ~ ~ - - \
_ i ( 1 I i ' ~
\ ~ \ ~ I f ~ ~
\ \ i~ \ \ \ ~ I G' ET ,
~ I I 1 ~ ~ _ ~ _ \
I ~ / / ~ ~ Q
/ l ~ I v_ ass ~ ~ ,I \ , I ~ ~ ~ / ~ ~ 0 `Yd ~ N
~ ~ ~ ~ ~ ~ ~ N ~ HILL R SR 115 w z ~ r ~ w
/ / ~ ~ 1 / 1 ( ~ ~ ~ _ ~ ~ v ~ ~ ~ r INDEX NJ[AP ~ o
/ / ~ I 1 ~ ~ v 1'~~ ~ \ _ _ "RE.jAINING WALE-(GYP., \ / / 3 1 I ~ \ \ ~ \ ~ - .368_.... - _ _ , - - - - DESIGTt 9Y OTHERS) \ \ \ ~ ~ ~ ~ t i w ~
\ / 1 ~ \ \ \ \ ~ \
~ ~ ~ I I \ 1 \ \ \ \ ~ \ \ \ ~ - \
~ ~ ~ ' ~_v A v v \ ~ ~ ~ it ~ ~ ~ ~ °
1 ~ \
~ ~ l 1 i 15 1 ( /
\ 1 ~ \ ~ \ \ i \ \ \ ~ ~',v1 ~ ( 1 I ~ f ~ W ` ` ~ 1 i , ~ I ~ ~
\ 1 i / 3 / \ \ \ 1 ~ 1 ~ I r ~ ( I '
I I - J / h J-- _ 1 \ ~ i / 36 \ / \ I I ~ I _ l / ~ _ I ~ a v v 1/ y`~ v y I v W \ I
I I ~ I~ I I / / _ - _ \ / 1 ~
I I~ i / / _ - \ I ~ / / \ \ \ ~
I ~ 1 ~ \ _ W
~ \
1 ~ I i ~ \ ~ I 1 / ~ i/ ~ ~ ~ ~ - 1 1 1 - v
/ l i ~ ~ _ _ I I 1\ v ~ ~ / / - -1 1 v / i / / _ I I ( 1 1 ~ vv ~ l~ v ~ v~ v ~ / A~..,
/ / / / f / / ~ _ - _ _ 1 i I
/ / / / i ~ _ \ c / I \ v v I ~ -r v~ v v v ~ ,.a ~ ~
L 1
/ l l / ~ ~ / / i ` \ \ \ \ t ! Itu ~,EX. DROP INLET \ I~ ~ ~ W['~
1 ~ l ~ / - 368-- ~ ~ / \ - - ` v\ V~ ~ 1 1~ R P s ~ A
~ ~ \ \
_ \ ~ ~ \ \ ~ \ \ a ~ \ ~ ~ ~ ~ I {I I I ~ III ( l ~ ~ ~ ~
I _ _ \ \ \ ~ ~ I I I ~ I' _ o
/ / , 374 ~ / , \ \ ~ f111 l i! I ~ a o
\ ~ / i 3
/ \ \ \ \ ~ I ~ i / / ~ ~
~ /
I ~ \ ~ _ \ ~ \ / v 1 1 1 1 1~ ~ ~ `v~v f f f~ ~ a t:3
_ v 1 ~ 1 I 1 I 1 ~ / \ J~ (If 1 i Pa
\ LV t ! / I \ \ ~ / ~ ~ \
I I/ ~ ~ \ \ / / /
I ~ ~ V / \ v \ V I 7 / / / ~ - v \
I ~ ~ \ \ V ~ / / / / / ~ V A ~ v~v~ ~ 1 1 ~ l ~ I 1 ` { ( / v~v~ ~~11 iii 1 I ~ +
I ~ ~ / \ \ \ \ \ / / 1 \ ~ \ \ ~ \ \ / ~ ~ I I I _ I I I I~ I I
I \ \ / ) ~ \ \ \ \ / / / i I i I I f ~ _ ~y\~ \ \~1 i 1 0 a
11' ~ ~ \ ll I I ! i ~ I I'll ~l ~t\\\~'l'/ Bill"' ~
I 1 I f{ ~ ~ ~ \ ~ t U W ~ 1 1 1 ~ 1 1 ~ ~ v~~ 1 ~ l ~ ~ ~/1 ~ / J I - ~
~ / ~ ~ - - A \ \ V A I / ~ 1
- / \ \ \ \ \ I i / 1 t ~ ~ ~ / / / ~~I A V A ~ I I / / 1 t f ~o~ ! I ~ ~ /~,~~i A~II~I ~ ~ ~ Q
/ \ s ~ ~ / / / ~ ~ ~ A V A 1 I l \
\ V / I / ~ ~ \ v 1 I I 1 \ \ 1 ` I \ 1 l
~ ~1 0V A / / , ~ / 1 1 \ ~ ! 1 i ~ ~ ~ ~ 1 1 \ ~ ~ 1 1 / ~ ~ ~ ~ r v ~ a y/ ~
ti ~ / ~ ~ A 1 1 1 \ I ~ 1 ~
~ ~ ~ ~ { ~ ~ ~ I r x'
r ~ / i i v v v 1 \ ~ 1 \ V 1 ~ I { I l / ~ ( I I Is ~ ~
3 l - - ~ \ ~ ~ \ l ~ / ~ ~ \ V A \ V ~ \ \ ~ A
1 1 ~ I I 1 II 1{ i~~~ f~ ~ I~ ~
ti \ \ \ ~ ~ / - 378 ~ a \ ~ \ \ I \ \ 1 1~~~ l I~ 1 f ~ I f I ~
v v / ~ ~ v ~ \ I V 1 \
~ ~ I a v v ~ ~ / ~ ~ A \ \ I A 1 1 { ~ 11 ~ ~ II I I II ~ ~ ~ j ~ ~ ~ 1 { Ifl ~ ~ ~
v - / ~ / ~ ~ v ~ \ ~ \ V ~ V I I ~ I ~ 1 1/~ l/ ~ I; i ~ ~ 1 1 {f f
~ ~ / / / / _ v~ ~ V A \ \ V 1 1 1 I l l I i 1/ ~ l t {Ib I
I v v - ~ ~v v v\ \ v l I I 1
~ ~ ~ v / / l / i v v_ _ A I I ! I I I I I l~ ~ ~ ~ r I~ 1 1 i 1 I ~ ~ I I I ~ ~ ~ ~ ~ ~ ~ ( { { I PR07ECT N0. KRG-OSO2O
I ~ 1 I i f ~ fl ~ ~ ~ ~ ~ ~ ~ , ~ t { ~ ~1 1 ~ FILENAI~: KRG08020-Gt
I ~ I I I ~ ~ ~ 3~~ ~ { 1 .
I 1~ ~ ~ A \ ~ ~ ~ ~ r~ 1 l~ ~ 1 I ~ ~ / I ~ 1 ~f DESIGNED BY:
uxn+rn nr: SfV'W
\ \ ! ! ! ! ! } I I I l SCALE: 1 40'
J / it III I I
\ \ \ ! ' ! ! / / 1 , I I~ DATE: 09-29-08 GRAPHIC SCALE 3 4 40 0 20 40 80 SHEET N0. C-17
\ / J / I I I II 1 I 1 inch = 40 ft.
m m-mms M.Wml movbw m mim (m m m nor'= m m m m m m m m m mwm m w6rm
Y MATCH LINE - SEE SHEET C-15 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

~ \ ' ~
~ i
/ ~ ~I ~ ~ ~ I z
~ / ~ ~ 1 / ~ i / / ~ - - - ~
/ ~ / ~
I - - / / \ 1 / -^l /
r i ~ 7~~ I I ~ I 1 V 1 ~ ~ \ i / "jj" ~ ~
~ ~ ~ I - - - I ~ II ~ ,_.,I ~ , ' ~ I I ~ \ ` \ \ SHEET C-1 ~ F
~ _ ~ ~
-----J - I~ I,
;a,r- I ~ ~ ~ ~ ~ I I I I~~ ~ ~ ry FF~---11 W x
/
~ ~ } 1 ~ ~ I 1 N ~ ~ ~
_ \ ~ / ~ ~ ~
~ ~ i I ` ' ~ SHEET C-17 ® ~ w
/ i
~ \ i ~ _ - - 342 / / ~ ` l ! ` \ W ~ i;
/ / 3 344 / ~ / ~ ~ / ~ / ~ ~ ~ ~ MTi 1~, $
~ , \ ~ i / / / ~ ._346 ~ ~~0'. ~.L~{ ~ E-~ co
~ ~ ~ ~ - A i/ /
~ ~ ~ W
/ ~
~ ? - / / r / / ~ ~ \ / / \I / i ~ - r/ ~ r i /
, ~ r / / - ~ , ~ ~ 1 ~ ~ b~ a~~a~oa~ aaw Z / ` 1 0 ~ -16 1 1 ~ ~
~ r i / / / \ r ~ ~ n \ \ i / / , 3~ ~ I~ E 1 amxa~iumiiHo a~ ~ W ~ `,'aa~oo ~ aao
/ ~ ~ / r ~ ~ / I 1 r ( / r ~ ~ ~ ~ ~ ~ ~ ~tipnullllll
- / \ r / ~ ' a 0`~~ OAR
/ ~ i ~ ~ 1 / : 2 r oj; 9;
/ / r I /
~ ~ ~ 1 f 1 ~ i I ~ I ~ I ~ I ~ l ~ 348 ~ ~ ~ ' ~ ~ CNI~ ~ ~ ~ SAL ~ 270
~ 1 ~ ) i I ~ ~ I ~ i rr ¦uurruuuuuuur ~uuuwiD y • , ~
- \ \ ~ \ \ - 1 / ~ \ \ \ ' ~ ' ~ ` 1 old ewo ~ NE~;~''~v \ ' \ ' ~ ~ I I ~O r r CTS ~.,',~O SP~,~,,
v 1 1 ~ I I v
/ - v v~ v v I ' \ \ \ ~ \ ~ ` , ~ I , i ~~~~'A ll'lIT k 111
- - / \ ~ i \ \ \ 1
~ \ 1 1 \ \ \ \ \ ` ~ ` ~ I I ~s
\ \ ` Z ~ ~ \ 1 1 \ \ \ L~` 9 ` I I t ~ - o~ab
~ _ \ 1 \ \ \ ~ ~ _ . ~ ~ ~ 1 ~ V A - - \ \ ~ - - _ 1.41 AC. \ ~ ~ \ \ ~ \ ~ ~ ~ ` I a~i~~a ~ ~
1 i/ \ \
\ \ \ \ \ ~ \ ~ ~ ~ ~r~~a s~ii~z W W
- W ~ \ \ \ \ _ _ _ , , ` ~ ~ ~ INDEX MAP
/ _ \ \
a a ~ 1 ~ I ~ / w >
_ ~ ~ A, ~ V A V A \ \ ~ I ~ ~ A \ ~ _ \ \ \ \ / ~ V A ~ ~ ~ ~ ~ il1 ~ ~
_ ~ ~ A \ ~.r - - / ~ ~ ~ A V ` \ ~ f~ ~ O ° ~ ~ ~
\ ~ v v v a ' ~ - ~ ~ ~ i I ~ / " a \ I ~ o i
` i
\ ~ \ \ \ 1 \ _ \ I ~ ~ ~ C>; as ~ ~ ~
/ ' W r - i ~ ~ ~ ~ ~ --___I ~ ~ ~ ~ ~ aW ~
- 3 ~ \ \ \ \ \
/ _ ~ H ~ ~ ~
~ ~ ~ I ~ ~ I Z ~ W ~
/ / FF ~ ` ~ ~
I ~
, ~ U1
/ ~ \ \ ~ ~ \ 1 ~
~ \ ~ \ ~ ~ ~ I / i ~ D 1 ~ ~ H ~
\ \ \ ~ t ~ ~ ~r ? ~ v ~ A ( / / , / , ~ X 18" RCP - Qt
\ \ I t ~ r°` f I I v ~ ~ \ ~ A ~ I ~ v v I / \ \ 1 ~ ~1 ~ _ \ \ \ \ , ~ \ I ~
1 1 \ 1 - ~ \ v v ~ v v ~ I ~ ~ v v v y I 1 ~ / ~ / / ~,i ~ ~ /1 EX. D~~ INSET ~ , EX. DRI= INLET ~ Zi
~ I / v ~ ~ ~ v \ f ~ \ I I \ \ ~ \ ~ v ~ ~ -y o A
I - I ~ v ~v v ~ ~ ! \ I I ~ \ I 0 v v v ~ v v ~ /
\ I ~ - ~1 i ~ ~ f I it i ~ x°
/ \ \ \ l ~ ~ \ ~ 1 \ \ \ \ ~ 1 ~ i ~ ~ ~ ~ sl ~ o
\ ~ ~ / / ~ \ \ ` \ \ ~ ? 1 \ M \ \ \ ~ ~ 1, \ \ \ i ~ , ~ i ~
\ \ \ / ~ ~ 0.64 ~C. \ \ \ \ \ \ \ \ ~ ` 1 ~ ~ ~ ' ~
~ ~ 1 \ \ \ \ ` ~ \ \ \ ` ~ t / i I
I 1 v v \ ~ v
v v yv v ~ v ~ \ \ \ ~ ` ` y ` ~ ~
\ ~ ` - - I \ \ \ \ \ r_l
\ r ~ I I ~ \ ~ \ \ ` \
\ \ \ I \ \ \ \ \ ...-f \ - ~ 1 ~ ~ \ ~ 1 I I ~ \ \ \ \ \
\ \ ~ I \ \ \ \ \ `
~ 1 \ \ \ ~
f/ \ \ ~ \ ~ ~ ~ I.
l I / 1 \~r , o \ \ _ I f - \
~I ~ ICI v v v A ~ ~ { I ~ v v p ti\ v \ ~ ~ ~ _
~ ~ Iii \ \ \ \ \ ~ \ ~l ~ f v v A v ` V I ! \ v \ v \ ~
\ \ \ ~ ~ ~ _ ~ _ U ~ ~ 1= ~
1 \ ~ = ~ \ \ ~ ~ d \ ~ \ \ \ ~
I \ \ \ \ ~ \ ~ ~
1 ~ ~ ~ V A \ \ \ i ~ \ ~ J ` _ _ _ _ _ ^ ~ - - jam' ~ f ~ I. ~ W Z
~ \ \ i 1
A _ ~ \ \ I ~ 24. rn
~ ~ ~ /a"~ M ~ A \ ~ y__.
k'~ ~ ~ M \ I R / \ \ V
' , \ ~ I --330 ~ \ \ i 13.99 A~: y- - ~ _ g r / ~ \ ~ / I _ - - , ~ ~ \ ~ ~ ~ J EX. DROP INLET W
n ~ V I ~ i ~ / ~ / I - ~ ~ i ~
i / ~ a / w 1 r 1 \ ~
~ ~ ~ _ ~ a~
v ~ ~ ~ / ( / ~ ~ ~ / / i ~ ..----358-'" 358-`" \ / / ~ I I, ~ O W
r 7~ ~ l ~ / i / / / i - -
~ ~ ~ / ~ m ~ ~ \ V l l / / / ~ r i / - ~ ~ ~ ~ ~ ~ R V
3 ~l l~ ~ l l ~ ~ ~ ~ / - o ~ ~ / / / / / ~
:7 I ~ rte: ~ \ \ \ ~ / ~ ~ d. / / / _ ' _ _ _ _ ~ ~ ~ / ~ I l ~ 3
` ~ ~ I f l
~ ~ ~ ~ I t f \ A ~ ~ 1 ~ V A I I / / ~ ~ / ~ \ ~ 1 ~ _ / r r L\ ~ ~ ~ ~ l I I ~ i ~ ~ - - ~ rr ~ ~ o ~ II f ~
1~ ~ l / f ~ /
~ ~ i ICI ~ ` ~t
~ ~ 1 ~ ~ v \ / ~ ~ / /
f _ ,V v A V ~ ~ / ~ ~l v / _ _ r-- , ~ ` i i t / ~ / / \ \ - - _ _ - ~ I} 11 ~ I rEOaECT No. KRG-08020
v ~ ~ ~ A l - ~ v v / / / ~ ~ 1 - ~ \ V A ~ ~ / l ~ `0 \ l ~ ~ /
~ / ~ _ _ _ ' , , / I I ~ ~ FII,ENAME: KRG08020-G1
- ~ 1 ~ \ 1 ~ /r ~ v v V' ; ~ l ~ r ~ ~ ~ 7 1. ~ ~ ~ ~ I I I ~ ~ DESIGNED BY: -
E ` V I ~ 1 ~
i~ ~ ~ ~I ~ I I~ ~ I I~ DRAiYN HY: Ct74Al
( SCALE: 1 =40
I DATE: 6~ ' I I I
f / t 1 GRAPHIC SCALE SHEET No 09-29-08
ao 0 20 as so SHEET
C-18
( 1 inch = 40 ft.
trr- ail M deM M 190M L~Lm m ML~w M\ ~~~~~~~~~Er'~~~~~ ~~J~ ~~~~di~~~~~~¦ Y ..:.-1 ~.I.I.~ - JIMeADAMS PRELIMINARY DRAWING NOT RELEASED FOR CONSTRUCTION
MATCH LINE SEE SHEET C-17
0
K

\ ~ ~ _ ....RETAIL / ~ i
v ~ _ \ ~ ~ ~ F
~ I1 \ \ \ \ ~ ~ I ` ~ ~ I ~ 24,Oi44 5F
1i~ y~vy j ~ ~ ! ~ ~ I\ \ \ ~ \ ~ \ ~ ` FFP=401:.45 \ ~ ~
~ \ \ \ ~ _ / t
- I / i ~ I ~ \ V A V A o~ A 7 l /
i ~ V ~ ~ 44 -
i~ i ,v v I ~ i l \ ~ ~ ~ A p r_ ~ l ~ W ,p,,,,,.
A ~ _ 1 l i~~ A V y i% ~ ! 1 VA \ ~ \ \ v - - - _ I _ ~ goo L , - - - ~ - = - - , I _ - - - 1 9 0 0 / f/1 F - d ~ + _ - a o
3 / ~ \ 1 \ 1 ~ ~ \ \ \ -T _I ~
f \ 11 ~ ~ \ ~ I ~ \ ~ ~ 1 ~ l \ l i
I + ~ ' 1 - f j~ 1, A v ~ ~ I / ~ ~ ~r ~~.,v v \ _ ~ l I ~ ~ a a
- 1~ ~ v f - - 1 -F- ~ , ~o ~ ~ x
~ ~ 1 ~ ~ V \ ~ ~ i I I I ~ ~ ~ , ` \
~ I 1 ~ ~ ~ fx a m
I I i
\ W L/ z
1 ~ ~ ~ ~ ~
I ~ \ ~ 1 1/ ~ I 1 ~ ~ ~
I' I' ~i11 0~ ~ I 11 ~ \ I 1 ~i 1 \ 1 I 1 I 1 I
r. \ ~ ~ 1 0 TLET 5TRUCTUR~ #2 ~ w ~ ~ _ _ _ _ ~ ~ - ~ ~ w ~ w
I 1 ~ ~ , \ ~ ~ I (EE RELIMINARYISTO WAT R ~ \ ~ ~ ~1 ~ ~ ! ~ I 1 IMPAC ANA YSIS V ~ ~ ~ ~ ~ A ~ ~ 1 C ~ ~ \ STORMWA~ACCESS AND , _
j I / ~1 \ C ~ 1 ~ \ \ \ ~ ~ MAINTENANCE EASEMENT ~ . _ , , _ _ - - / ~ \ ~ ~ \ 1 \
\ \ ~I ~ \ v ~ A ~ ~ \ ~ ~ \ ~ l ~ ~ \ ~ 1 A V A v \ \
'~v \ / \ \ \
\ \ 1 \ ~ \ 1 \ \ \ \

f / o nEr s.TaUCT~R~~ ~ ~o~ v ~ t ~ ~ ~ - 01 v v v \ v v ~ ~
1 I I(SEE RELI NARY STORMWATER~ ~ ~ \ \ \ ~ I ~ \ ~ \ \ \ \ \ ~ ~ \ - ~ ~ V ~ V ~ ~ ~ ~ ~ ~ ~ ~ \ V ~ ~ - - - - - 1 IMPACT ANALYSIS) \ \ ~ ~~'-,I - \ ~ ~ \ \ ~ ~ ~ r _
~ \ \ ~ \ 1 \ \ ~ ~ STORMWATER _ _
~ ~ ~ \ ~ r r \ \
~ I ~ ~ ~ ~ i , ~ ~ ~ \ ~ v ~ ~MANAGEM~I~T FACILITY ~ _ , - _ _ ~ ~ 1 ST RMV7ATEE~R~ \ v _ , ~ ~ ~ v ~ i ~ ~ ~ I ~ ,
~I I v v , - ~ ~ v v \ ~ ~ ~ I MANAGEMENT FACILITY \ ~ \ ~ ~ ~ \ I nu,in+~ 11
II / V A ~ ~ ~ ~ ~ v ~ ~ A - / \ ~ I \ 1 v ~ ~1 ~ ~ ~ ~ ~ ~
~ 1 i .
I ~ v ~ ~ V ~ ~ ~ ' 1 I ! y~.,~ ~ v v STORMWATER ACCESS Af~}D~ ' ~ r / I \ \ ~ a_ ~ i ~ ~ ~ /
'7°~ ~ \ ~ VA ~ ~ ~ I I~~-_; . ~ ~A \ \V ~ ~ ~ V P~FANTENA<TCE,EASEMENT ~ / / ~ ~ ~ A i ~ ~ ~ i \ ~
~ \ \ I A A ~ ~ - - - \ \ I ~ \ _ - \ ~ ~ r ~ / ~ / r
~
\ I I ~ ~ ~ ~ ~ - - TORM ATER AG~ESS AND ~ - I ~ ~ ~ ~ A ~
I ' ~ ~ MAIN NANCE A5EMENT - ~ ~ I i t ~ \ \ VA V ~ ~ ~ ~ ~ j I DETAINING (Tl'P., ~ ~
0
\1 ~ I i ~ ~ ~ 1 ~ \ _ I l 11 ~l II DESIGN Q-Y OTH~) ~ / / ~ ~ ~ - ~ / / ~ ~ a W
i - ~ I ~ i, I'~ v ~ I I I I ~ ~l ~ i ~ 1, ` ~
1 I I 1 I / - ~ ~ ~ ~ ~ 1 ~ ~ ~ ~ l r~ ~ .ti ~ ~ o a o
a ~ I v I I 1 ~ ~ ~ ~ _ ~ I ~ I ~ N N
I I ~ ~ ~ A ~ A ~ ~ ~ 1 ~ _ _ ~ 1 1 I i I S~'ORMW{ATER f ~ ~l ~ ~ o
- _ ~ \ ~ \ ~ ~ ~ 1 1 ' I AICESSIROAD f ~ I I Ajo , ~ ~ Q a
V '.I I I ~ ~ ~ ~ ~ I~ v l I l I I ~ ~ ~
(1 I I ~ ~ I ~ ~ ~ , ~ v / l ~ ~
I I ~ ~ / ~ I \ I ~ ~ ~ t ~ ~3 ~ U W
I ~ ~ ~ I ~ I ~ ~ ~ ~ I'
~ 1 ~ ~ I t ETAI~INC WALL Iva., ~ - - ~ ~ ~ ~ ~ ~ A ~ ~ f ~ _ ~ ~ ~ , A ~ i ~ ~ ~ aW ~ a~ o
1 ~ ! ~ it DESK eYl or~E s) - ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ , f ~ ~ I ~ 1 ~ ~ E-+ ~
I ~ I ` I 1 ~ ~ 1 1 1 ~ W ~ ~ 1
~ ~ v ~ I ' ~ I 1, I ~ ~ 1 ~ ~ \ ~ ~ ~ I i I 1 \ ~ ~ ~ ~Zp~
~ ~ ~ ~ ~ _ ~ a~o~
I I~~ l ~ 1 1 ~ v y 1 1 ~ \ ~ \ ~ ~ A \ ~
~r:_. ~ _ ~ ~ ~ ~ ~ ~
\ _~~,m ,u_. ~.,TM I ~ 11 I ~ a~ ~..~.,,m ~ ~ ~ , 1 I ~ ~ _ ~ ~ u.~~ ,~ti~. ~ ~ ~ a _ _ - _ ~WWa
I ~ I I 5T RMW~TER / ~ ~ ~ ~ ~ ~ ~ ~ \ ( ~ /I \ ~ ~ S- ` ACCESS ROAD ~ ~ ~ / ~ ~ ~ ` ~ ~ ~ ~ \
~ ~ \ _ _ _ W E~ ~
I ~ I \ ~ 1l ~ ~ ~ 'i " i I p. a 1 ` P \ ~ M _ _
I I 1 I fl '1 _ ~ I I I 1 w ~ O ~
~ ~ 1 ~ ~ ~ , \ I ` 1 1 ~ ` z x~
I 1 :I 1 0
~ ~ 1 \ \ 1 ' 1
~ \ ~ ! ~ 1 ~ ~ 1 1 I I 1
v~ ~ ~ ` Av 1 t 11 v
\ \ \ \ 1 a
\ \ \ \ \ I
\ \ ,,W^^
\ ~ \ 1 ~ \ V1
\ - v A \
\ \ ~ \ \ ~ \ \ ~ \ \ \ ~ \
\ ~ \ ~ \ W a
\ ~ \ ~ ~ ~ \ \ ~
~ v ~ ~ v ~ ~~y : ) V ~ ANCH~R~' GRADING LEGEND ~ p Z
\ ~ ~ FLARED END SECTION ~
~ \ 1 ~ ~ 128;~145~ A V A ~ ~ \ F'F'E=X29.83 ~ CATCH BASIN
~ \ DROP INLET ,,kk
V A ~ ~ ~ ~ \ V ~ ¦ STORM SERVICE INLET ~ V
• STORM SERVICE ROOF-DRAIN p
o ~ \ ~ \ \ ~ \ ~ ~ \ i ~ \ 1 Q JUNCTION BOX ~ Z
~ ~ ~ I `I \ \ ~ a; \ \ \ ~ ~ _ ~ \ • w O DRAINAGE FLOW ARROW ~ a
3 250.50 TOP & BOTTOM CURB ELEVATIONS ; I 250.00 W
Q
v v TW=223.00-TOP OF WALL ELEVATION F+~ BW=213.00- BOTTOM OF WALL ELEVATION ~
a 0 (NOTE: BOTTOM OF WALL IS GROUND
0 0 ELEVATION NOT WALL FOUNDATION) r~l a
+ 250.60 SPOT ELEVATION w p
`r STORM DRAINAGE ~ x
3
i3 N • • - STORM SERVICE LINE
~ N - -RD-RD-RD- ROOF DRAIN, 8" ADS
~ - A D NON-PERFORATED TUBING OR , ` EQUAL 1.D~ MIN. SLOPE 3' MIN. W
COVER PVC SCHEDULE 40 IN
N ~ _ _ TRAFFIC. AREAS (^-j
C 3 250 1D' CONTOUR
252 2' CONTOUR
c _______250_______ EXISTING 1d CONTOUR
J 252 PHOdECT N0. KRG-OSO2O
c N 1 EXISTING 2' CONTOUR FILENAME: KRG08020-G2
c N - - - - EASEMENT LINE DESIGNED HY: -
E a
0 ACCESSIBLE PARKING AREA DRAwN HY: SRW
(2% MAX. SLOPE)
v - scAtE: 1 „=40'
J DATE: as-29-aa - - SPILL CURB GRAPHIC SCALE
N
)7 i 40 0 20 40 80 SHEET NO. C-19
Y
I inch = 40 ft.
Y Y PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION toMcADAMS
U N
0 1
K

d
F
~ 1, ~ i i y ~ ~ z
- x . ~ _ a ~
~ ~ _ i ~ ~ \
! ~ ~ \ . ~
l \ { 1 V ~
- _ - ~ , - ~ I EI ~ ~ \ \ x- ~ ~ ~
/ ~ ~ ~ ~ U1 H
_f / - - - ~ ~ I - -
- ~ ~ ~
_ i ~ ~ ~ ~
\ ~ /~r ~ ~
~ / \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m
_ ~ \ \ E~ ~ \ ~ ~ ~ ~ ~ ~ ~ ® ® w
~ i ` - - ~ ANCHOR ~
~ ~ \ ~ ~ ~ ~ ~ I v
~ 4-' i ~ / _'I 52,1'90 SF; ~ ~ ~ zz H M-N ~ o
\ ~ I I ' - _ ~ FFE=398.50 i \ i RETAININ~` ALL (TYP.,-' i ~ _ i' DESIGN Y ~T R IN~` ALL (TYP\ ~ ~ ~ h-.~~.-y1 N
~ ~ - ~ / ~ \ B ~E S) / / i A r f U ~ ~ ? y ~ ~ ~ v1 x
1 i ~ ~ ~ ~ STORMW,A`~ER ~ ~ / I ~ ~ v ~ W w
\ ! ~ / / / _ _ ~ \ ~ MAN. ~ MANAGC~~i~ T FACE U~Y #5,' ~ ~ \ ~ , _ , z ~
~ ` / / ~ _ , yTCE~` TRUCTI\1RE #5 -
~ / _ \ \ \ ( _ ~ _ ~ PRELIMIN RY STO~MW\ATER
~ ~ ~ ~ ~ ~ ~ - - ~ ~ IMP CT A~ALYSIS} - - - \ \ / A 1 l ~ ~Y~INING WALL (TYP., ~ ~ ~ ~ \
\ ~ ~ ~ \ 1 ~ DESIGN BY OTHERS) \ ~ ~ - 1 ( / _ _ _ - _ ; ~ ' ~ \ 1 i ~ ~ p, ~ TORMWAIER
360 I Q \ I / ~ ~ ~ ACCESS ROAD 1 \ , 360 ~ / ~ ~ - _ 0~,,~(~ CAR0~~~0~~
v \ 1 l~ _ ~ EAL
a
~ ~ l l~ 1 1 l ~ ~
~ ` { - 6 ~ ~ ~ ~ ~ ~ I ~ _ ~ 'S ~ MAINTE ~~T4SRMWATER ACCESS AN6 ` 64 ~ ~ MAINTEN/jNCf~EASEMENT ~ ~ ~ 1 lNY '•15P'~~
~ , _ _ 1
\ 1 1 1 1 1 1 \ / 1 0 v \ ~ 1 C f/ y... ~ ' _ ~ r
v ~ 1 ~1 1 1 l 1 1 A \ ~ ~ / i - / 376
1 \1 1 \ \ \ ~ _ ~ ~ W ~ w k i /
v I 1 1 \ \ \ \ - ` w ~ ~ i ,
1 A 1 \ A \ ! ~ j / . l ~ ~ 1 \ ~ 1 / / ~ w ~ \ ~ ~ V , ~ / a o
\ \ ~ \ y t l 1 1 1 V v A V _ , L ~
\ / 1 1 ~ / ~ _ 1 \ \ ~ \ \ \ / \ / Y .378E ~ ~
1 { 1 1 \ \ ~ ~ ~R. ANCHOR ` ~ , - ~ ~ r ' - - - ~ l 1 y { I I ~ 1 \ STO~MWATE~ \ \ ~ ~ ~ ~ ~ _ ~ - r _ _ - -
1/ I 1 ~ L ~ ~ _ - - - l \ \ MANAG EN~'\FACILI 4 \ ~ , I r /
l / ~ ~ ~ \ \ ~ 48,925 ~SF / ~ ~ l I y I 1 1 \ ~ ~ ~ ~ \ \ FFE=s9e.5o- _ _ - ~ r, l/ 1 \ ~ ~ ~ ~ v ~ v / ~ ~ ,
41 ~ \ i
1 1 1 v ~ ~ ~ , ~ ~r'' ,
~ ,
1 1 \ \ \ ~ ~ ~ \ \ ~ \ - ' \ OU'FlET STRUIS.TURE #4\ \ \ _ _
~ l \ '(.SEE PRElZM NARY S RMWATE \ \ ~ -
~ ~ I W V IMPAC A~NALYSI ~ - - - - UW
~ ~ A ~ A A~ € \ ~ 1 ~ ~ ~ \ \ ~ it _ . aw o ~ ~
- ` 1 ~ \ \ \ ~ \ ~ \ ~ ~ \ , ~ i . ~ GRADING LEGEND N ~
w~ ~
''1 ~ ~ ~ ~ST~ORMWATEI~ CCESS ANb~ v v \ ~ ~ ~ - - FLARED END SECTION 1 1 - _ ~ MAIN NANCE E S€MENT \ \ \ \ ,A ~ - - - ` y , ~ , A g ~ v v v ~ 1~- - t CATCH BASIN
_ _ \ - _ ~ ~ `RETAINING WALL (GYP 1 ~ ~ ~ ~ A y ~ A ~ ~ A - - - ~ _ ~ DROP INLET A
` ~ \1 \ ~ DE~'IS Gil BY~ERS) ~ ~ ~ , A \ V ~ ~ ~ ~ \ \ ~ ~ ~ ~ ~ v v v ~ ~ v ~ ~ _ - - - _ _ ¦ STORM SERVICE INLET ~ a ~
~ ~ ' \ ~ ~ v ~a - • STORM SERVICE ROOF DRAIN a
- _ 1 , - \ - - _ JUNCTION BOX ~~~o
V ~ V v v ~ - ~ ~ JR. ANCHOR ~ DRAINAGE. FLOW ARROW _ ~ ~ \ ~ - ~x~z wH
~ ' ~ ~ ' \ \ ~ - - STDRMWATER _ ~ - _ - ~ 250.50 \ - 3 - ~ TOP & BOTTOM CURB ELEVATIONS , ~ \ - ACGESS~ROAD ~ _ - - - - - - 28 50~' ~F- - - 250.00 zo
~ t L ~ 3g3 - _ ~ ~ o \ - - - - - - - -~=39x.50
\ - , ~ TW= -TOP OF "HALL ELEVATION _ , v\ - - - - ~ _ 223 00 - / ~ - - - i ~ ~ 36 `---I - _ _ BW=213.00-BOTTOM OF WALL ELEVATION A
_ ~ ~ \ ~ ~ ~ ~ ~ - _ ~ - - (NOTE BOTTOM OF WALL IS GROUND , w ~o ~
~ / ~ l A ~ _ _ - _ A ELEVATION NOT WALL FOUNDATION) ~ ~ _ ` - - ~ x~ 0
- - ~ - _ _ _ - ~ ~ J = v - , _ ` \ °t:4~_> + 250.60 SPOT ELEVATION / ~ ~ ,
` / 1 - 7, ' ~ ` ~ - _ _ ~ ~ - STORM DRAINAGE
_ , I ~ V` _ ~ _ i I
1 'ti - ' ~ ~ - - ~ I 1 1 _ - • • • • - STORM SERVICE LINE
~ . ~ ~ ~ / ~ I ~ ~ ~ ° - ~ ROOF DRAIN, S" ADS
1 i ~ \ , , ; ~ - " ~ ; / - , \ ~ NON-PERFORATED TUBING OR i \ - - G OR W
} ~ ~ ~ - - ~ ~ ~ EQUAL 1.0% MIN.- SLOPE 3' MIN, - 3' MIN, w ~0 I N
'i J f% '--y.-- .may='"'?i / . ~ , _ COVER PVC. SCHEDULE 40 IN t
_ / r _ ~ _ _ _ - _ _ . TRAFFIC AREAS -
i - - - 10 CONTOUR / - _ , ~ _ _ - _ _ _ _ - - 1 _ ~ ~ t I ~ - ~ ~ / ` ~ - - _ _ 252.
1 I ~ i ~ ~ - - - 2 CONTOUR I _ - - ~ ~ l ~ - \ ~ ~ _ _ _ _ _ _ _ _ _ --___--250____-- .EXISTING 10' CONTOUR
{ - 'V ) ~ ~ ~ ~ _ _ 252
/ ~ ~ EXISTING 2 CONTOUR U ~o~
/ I ~ JR. ANCHOR ~ ~ \ ~ ~ - - - - - - EASEMENT LINE
U
i ~ ~ \ OUTLE STRUCTU ~ I ~ ! - 31,240 SF _ \ 1 \ ~ \ ~ ~ ~ _ I ACCESSIBLE PARKING AREA (SEE PRE MINARY ORMWA)'ER , FFE 39$.54 I
\ ~ \ ~ 1 l i (27 MAX. SLOPE) IM ACT ANA~YSI ~ ` I a
N \ A~, A 1 \ I I/ /
~ ~ \ ~ 3y;,` - SPILL CURB \ - \ ~ ~ \ \ ' S~TORMWATE~ I - Paz ~
~ \ MAN E NT ~'ACIL 3 _ ~ - ~ ~
3 \ \ \ i \ \ 1 \ \ 1
\ _ \ ~ ORM ATE ACCESS~AND 1 I ` i ~ ~ ~ Wa
~ ` \ V A \ ~ \ 1 { ~ ~ o V A ~ ~ , ~ A M NTE NCE~EASEMENT~ 1 1 I~ ~ ~ - \ \ \ \ \ \ 1 \ 39
A \ ~ ~ \ V i i A ~ \ l A \ \ 1 ~~I _ _ ~
a~
0 1 \ ~ ~ v v v A 1 1 1 ~ I I ~ \ 1 { ~ 1 \ \ W o
\ ~ \ ~ { \ ~ I V A I i ~ x
1 1 V l l ,,y ~ ~ .
~ A x.~:.. I 1 ~ A l I ~ ~ ~ 1 1 \ _ , 1 \ ~ ~ ~ \ \ \ ~
- ~ 1 t t I
{ ~ ~ ~ W
~ t N { \ ~ \ \ ~ A
~ ~ ~ / ~ { ~ A \ 'A
1 I ~ ~ ~ } ~ v \ PBOa~cT xo. KRG-08020
~ ~ ` ~ ~ / ~ ( \ ORM TER \ \ ~ / / ' ~ A A \ ~ \ \ KRG48020-G2
I ~ ~ ~ : 1'. \ CESS 0 D DESIGNED BY: -
E / / _ ~ \ v ~v ~ I ~ ~ A
RRAXN RY: CDIAI
-)I\ YY I
SCALE: 1 19=40'
DATE: 09-29-08
GRAPHIC SCALE
r \ 40 0 20 40 80 SHEET No. r
q 1 \ \ t C-20
1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION McADAMS
v
0
i(

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 ~ . ~ \ / ~ ~ EASEMENTS: ~ 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
1. ® .._-~--._------=-~i ~ -
~ 1
_ r~ I - - / r - ~ r--~ a o a
i ~ !F~,~ o C I f"- o ~ _J , , o
w 1 - ~ z
"r~
~`I II _ ~ I - '
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 ~
_ E , i ! .....4.., \
_ , . 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

MATCH LINE - SEE SHEET C-24 ' ~ . ~~riri r.... ri~r•~rri ii~r.~~y ~ ~'•~f ~ H
1 • z
f \ \ ~yii ~ \
\ ! ~ ~ \ ~ 1 ii ~ \ \ I \ i ~ \ I ~ w ~ SSM ~ ~ ~ ~ z ~
i / ~ ' ' ~ ~ `J \ I ,~i \ \ y 1~,
I. /i i \ ~ i V A- ~ ~ i ~ i II \ ~ ~ ~
I \ _ i
~ I~~I ~ ~ ~ \ ~ w
' - ~ ~ i \ ~ ~ v ~ ~ ~ STORMWATER
~ MANAGEMENT FACILITY 2 ago aum r O 0
ATER STORMW ~ \ ~ (SEE SHEET C-19) ' ~ ~
MANAGEMENT FACILITY #1 , ~ \ a ,
(SEE SHEET C-19) ~ \ ~ I ~
I EXISTING WETLANDS ~V ~ ~ ~ •
~ I AREA TYP. ~ ~ i ~ •
~ I
v ~~I I . . J
\ \ ~ \ ~ , ~ I .,t, ~ ~ o
30' CAPE FEAR RIVER BASIN f . STREAM BUFFER, MEASURED \ - - - - ~ ` ~ t0 10' MINIMUM HORIZONTAL \ \ ;k - - - - - - - - - ~ s~~j , ~,J~ ~
30' FROM TOP OF BANK, \ ' ~ f/ ` ~ ~ ~ SEl ~ - - - _ ~ ~ ` ~ ~ . ~ ANI EACH SIDE (TYP.) - ~ - - f SEPARATION BETWEEN WATER • AND SANITARY SEWER LINES ~ ~ S ~
I
\ ~ 1 ( PROPOSED PROPERTY ~ V ~ \ S~SMH ~ ~ ~A~',f~, I ~ Z ~ TY
( LWE ALONG CENTERLINE ~ ~ ! V
OF STREAM ~ I 'II ~ ~ ~ ~ ~ ~ ~ ~ , 1 i ~ ~ d, ~ ' ~ N ~W HILL R S~ ~ Z
~ ~ FIRE HYDRANT 1 _ ~ \ ~ ~ ~ - _ ~ - - SU, ' W
ASSEMBLY(TYP.) 1~- \ \ 1 11V LriL1 11?lAC ,1~~tiurunurgr,
~ \ \ ~ ~ UTILITY NOTES: ,,.~'o~~,..Ess~ .~~y''•,,
~ V A ~ 1. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE GALL" ~ Z.:~pF pij,'•;9
- \ \ PROPOSED PROPERTY LINE (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEgNNiNG
1 ! ~ ~ S5 H ~ CONSTRUCTION OR EXCAVATION TO HAVE EX1511NG UTILIT1ES LOCATED. EAL CONTRACTOR TO CONTACT ANY LOCAL UTiLITIIES THAT PROVIDE THEIR 3~5
I I ~ SSMH SSMH ~ \ ~ ` \ ~ \ - - / ~ ( \ ` ~ ° - , - (N •).N ~ OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL". 9
T.QT 2 I I ~ 43.58 AC. I \ \ \ \ f ~ - - - - - ~f _ 8 £ ~ 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND ~ ~~•.,NpINE~e'~•rv - - - - - - - - - - ~12yx6°- Tff-` RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED HY THE ~2f e.`
m~ wa1.-,, , - - - - 1~GV c$~ - r I TOWN OF HOLLY SPRINGS. ~,~r ~rHY SP`~~
I ( FIRE HYDRANT \ ~ \ ~ ~ L ~ I ASSEMBLY (TYP.) \ _ ' -+--~e'~ _ - 8' W L (1)~8" GV&B I' 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY 'rrrqu~ui~i ti~ ~ - SPRINGS STANDARDS AND SPECIFICATIONS.
\ ~ \ ~ 6.. SS~~ i ! - - - - ~ 4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. 8" SS ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
SSMH \ ~ ' ( TRAFFIC RATED ? ` \ SSMH \ ' PRIOR TO CONSTRUCTION.
' I I CLEANOUT (TYP.) 'j \ \ \ - - - - - - \ \ ~,p) ~ 5. BEFORE STARLING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY TOWN OR N,C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
~ \ ( 'I I \ \ \ I t FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
\ ~ ~ ~ \ I \ ~ ~ ~ ~ CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON r ~ \ ~ DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION W z
V I A ~ 1 I\ v I ~ 6" SANITARY SEWER ( \ ~ \ w ' WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ~ ~
L,. \ ~ ( SERVICE \ ~ \ / ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP ° ° v / COPIES ON CONSTRUC110N SITE, ALSO CONTACT N.C.D.O.T. DISTRICT ~ ~
\ I \ \ I ~ - - / I ~ OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). ~ o
\ I I \ ~ - - - / , I, 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ~ ~ VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR a
\ \ I ~ I \ VA I I C.0.,4 CCh1PACTCR p , , A ~ / / I l SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO > >
A \ ~ A . , / / PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING ~ ~ / I ~ ; CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE Z ~
' ~ ~ \ \ 3 ~ ~ \ / / CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES O ° o
\ I I i ~ : ~ \ I / / 3 ' SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICAl10N HAS NOT ~ i i _ ~ BEEN GIVEN. ~ °
1 1 \ \ I \ I .I LOADING DOCK 0 \ \
1 \ AREA \ \ \ ~ I • \ - _ / ~ ~ SANITARY SEWER NOTES: ~ Q a _ ( T ~ ~ KW L H LL U i N L L OR
\ ~ I \ \ \ \ I I ~
\ \ \ I \ ~ \ \ 2. M N MUMO COVEER OF151 FEET IN TRAFFIC AREA5~T0 BE PROVIDED OR ALLE / I ~ COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE ~
\ / ~ ~ IRON PIPE SHALL BE REQUIRED. ~ w
\ \ / ~ ~ ' ~ 3. MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLEC110N LINES ~1 W ~ SHALL BE NO LESS THAN 2.0% AND 1.0% RESPECTIVELY WITH CLEANOUTS a ~
\ C.O. 50D GAL \ ~ ` \ I 'I ~ \ - - ~ ~ \ I I ~ ( EVERY 75 LINEAL FEET. H ~
\ ~ ~ ~ REASE TRAP I I \ \ ~ \ ~ ~ I \ \ ti ~ 3 I \ \ \ \ / U 4. ADDI110NALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1 ~ C4 \ \ / / \ ~ I ~ CONSTRUC170N DRAWING SUBMITTAL. w ~
\ I I G \ 1 \ \ \ \ / / - - 1 5. ALL SANITARY SEWER MAINS SHALL BE PVC SDR-35 EXCEPT WHERE
1 I ~ ¦ FlRE HYDRANT I I ~ y I ~ I I , v \ A \ I ~ ASSEMBLY {iYP.) V A~~ V \ \ / / ~ \ 8" W/L ~ CONDITIONS WARRANT DUCTILE IRON PIPE IN ACCORDANCE WITH THE TOWN OF Z ~ Z ~ / / \ N W HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. ~ ~ ~ r~
\ i I _ o \ ~ A / ~ 6. SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF P., ~ ^I ~i \ 8" 5S M BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFlT. ~ A ~
V I\ ~ ~ ~ ~ ~ 'I , I ,I , ~ V ~ 4" SANITARY SEWER ~ ~ \ ` 1 ~
/ I i I 0 ' \ \ \ 1 d \ / \ SSMH ~ ~ WATER NOTES: ~ w w a \ / 1YP) 1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36 {-F
30' CAPE FEAR RIVER BASIN ~ ~ \ ~ j FR A I • ~ STREAM BUF E , ME SURER _ _ - _ ~ _ ~ i\ \ ~ - ~ ~ INCHES,. WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER x+ ~ r"' ~
30' FROM TOP OF BANK, I 0 EACH SIDE (TYP.) _ ~ ~ \ ~ - W UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL ~ a \ ~ / V ~ V ~ W OTHER UTILITIES. ~ x U1
I TRAFFId RATED ANCHOR \ ~ y ~ - \ ~ ~ 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS w h Z
I CLEANOUT (TYP.} a - \ ~ ~ ~ - ~ OF 80 PSI. Z ~ Q,' ~ \ a ~ _ 3. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA
I I ~ iza ~L~ sF ~ \ \ ~ \ \ \ - ( C150 OR C151. ~ ~ Z
I L~r 1 I I I s saNRaRr sE~vER r'1~'~=429.x3 ~ I ~ ` sERVicE ' ~ 14.13 AC. \ 4. SHOP SPACES WILL BE CONSTRUCTED WITH 10 SLAB LEAVE OUT AT REAR OF ~ ~ j I J ~ i ~ 4 \ I ~ BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFlT. W x 0
I I ~ ~ ~ _
~ ( ~ Div fiRE DEPARTMENT ~ ~ ~ v v W EASEMENTS: ~ ~ / ~ ~ ~ ~ 1. WATER AND SANITARY SEWER NAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY O
CONNECTION I ~ ~ ~ ~ / \ 3 D„MESTIC WATER - - ~ - - l~ \ ~ ~ ~ ~ EASEMENT. IN THE CASE OF UTILmES EXTENDING ADJACENT TO EACH OTHER THE V__~/ - - \ F-'7 EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUi NO LESS THAN 10' FROM EACH
POST INDICATOR SE~viCEwrrH ~ ~ ~ VALVE 2" WATEP, METER ~ / ~ I \ UTILITY UNE. WATER SERVICES UP TD THE METER AND FlRE HYDRANT ASSEMBLIES SHALL
8° ~ ~ I ~ / / _ - I _ ~ BE LOCATED IN A 10' WIDE PUBLIC UT1D1Y EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS.
I 8" FIRE I ~ ~ ` 2. ALL PRNAIE STORM DRAINAGE PIPE WIT}i THE EXCEPTION OF SERVICE ONES TO BUILDINGS
J PROTECTION I I UNE 3 SHALL BE LOCATED IN A 20' PRNATE STORM DRANAGE EASEMENT. SEE GRADING AND • E"i STORM. DRANAGE PLANS FOR LOCATION OF EASEMENTS.
8"x8" TEE I I e~ 3. ANY STORM ORAiNAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE 817E / ~ N W SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
(3) 8" GV&B I I I I
RRE HYDRANT ' ~ I I I 3 I -
A55EMBLY (TYP.) I - ---I- ~ I _ I ~ 8" W/L ~ I a i UTILITY LEGEND
' I 8"WL e"wL
1 -f- --1- I t 1 J• --I---- _ - - - - - - - - I ~ FIRE HYDRANT ASSEMBLY w
R.1 i 17A1 AC. ~ I I I w FIRE DEPARTMENT CONNECTION (FDC)
~ I I I I Q WATER METER ~
I I _ (
~ - _ / I N WATER VALVE
1 I / I I NV POST INDICATOR VALVE
~ 1 ~ 12 xa" TEE I ~ VALVE IN MANHOLE (2) 12" GV&B
I / , I o i - o ` 4= ~ I I (1)~ 8" GV&B f I ~ METER & VAULT ~ WWQ ~
q FIRE HYDRAN / / - I ~ I -
' ASSEMBLY P.)-" / I y a: 1 - --1-. ~ _ _ I I / ~ © BACKFLOW PREVENTER 111""""""111 Z
E ' ~ ~ I _ I r / I I - I / ~ / REDUCER H a
.3 I / ~ ~ I ~ ~ tr_ PLUG x
Q I I I ~ ~ _E o•}I- BLOW-OFF ASSEMBLY W
i a ~ ~ • SANITARY SEWER MANHOLE ~ ~
b 1 f; a• W/L ~f
I L _ ~ ~ ~ SEWER CLEAN-OUT
o ~ N - ~ / I ~ m GREASE TRAP W O
/ I I L _a / - ----------J - - - ' x - _ - I ~ > SEWER FLOW DIRECTION
)f i ARROW
3 ~ \ s~'-~- FIRE HYDRANT \ / I ~ ~ ~ ASSEMBLY TYP; _ ~ WATERLINE
~ a- - I ~ WATER SERVICE LINE
N ~ ~ ~ ` ~ ~ I I o ~ ~ :
o ' \ APPROXIMATE LOCATION OF EXISI1NG OVERHEAD UTILITY ~ EXISTING 6" DIP RECLAIMED EXISTING WATER LINE AND ASSOCIATED - ' ~ i UTILITY SLEEVE W
` W L TYP. = U1ILITY POLE TO BE = ~ - h ~ / ( ) METER (TYP.) RELOCATED TYP. I ' SANITARY SEWER
- - - - - - ~ ~ ' SEWER SERVICE LINE
3 ~ - • - . - . . _ _ ' - " EXISTING OVERHEAD UTILITY ~ ~ _ _ - - _ LINE AND ASSOCIATED =RHEAD UTILITY ~ _ - - _ EASEMENT LINE
\ ~ ~ - - _ , _ UTILITY POLE TO BE TO BED APPROXIMATE LOCATION OF ~ N ' 1np•) EXIST1NG 6" DIP RECLAIMED
~ ~ . ~ ~ • - - , F - _ _ RELOCATED (TYP.) - ~ EXISTING SANITARY - - - ~ -,9 ~EEWER MANHOLE ~ I~_.r._ - W/L (TYP.) AS EMBLY PROJECT NO. KRG-OSO2O
' - c , , y~. a _ co ~ 8 SS° - Fn.ENnai~. KRG08020-U1
~ _ _ ~ ;a _ T EX. EXISTING SANITARY a _ , I s~.a .A:r ~ , 8 SS SEWER MANHOLE , DESIGNED BY: -
„ _ z,n _ ~ ~ 0,~=° EXI G SANITARY I - ~ . E SEWER ANHOLE - -
s. ~~uv' - - _ - - _ _ _ ~ 4 . 8" Sc = _ Gvirnnir_ cenirrern Gvirnnir_ cenirreuv ~ nuewv uv c~n~u
SEWER MANHOLE SEWER MANHOLE " Jf\YY
- - -E~ 8 ss- - - - 1 scAi> : 1 „ 40'
EXISTING SANITARY ' DATE:
46 W/L TO EXISTING 12" SEWER MANHOLE TIE 12~ 2"-TAP?MJ I GRAPHIC SCALE O~_29_O$ ikfk WITFI-1G SLEEVE SSE N0.
- °co APPROXIMATE LOCATION OF - = nn ...AND VALVE 40 0 20 40 80 f`GG
EXISTING 12" W/L (TYP.) NEW HILL ROAD SR _ v
115 IXISTING FIRE HYDRANT EXISTING FIRI HYDRANT 60 APPROXIMATE LOCATION OF 1 1 inch = 40 ft. EXISTING 12" w/L (TYP.) JIMCADAMS
ASSEMBLY (1YP.) PUBLIC R - - EXISTING WATER ~ /W) ASSEMBLE' (TYP.) NT Y METER (IYP.) PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'o
a X

~
UTILITY LEGEND \ ~ z z
FIRE HYDRANT ASSEMBLY / ~'0~ ~ ~
C7
FIRE DEPARTMENT CONNECTION (FDC) • ¦ ' Z Z
0 WATER METER 4~ ~
- T C-25 MATCH LINE SEE SHEE N WATER VALUE ~.y~,4 U ~ W ~ o
r - - - ~ ~
1 PIU POST INDICATOR VALVE ~0~ -~,'j ~ ^ ' E VALVE IN MANHOLE ~ axa ~ ~ H
\ ~ ~ ~ ~ ~ ~ 0
I- ~ ? METER & VAULT ~ ~ W ~
W L FIRE HYDRANT 1 ~ ' © BACKFLOW PREVENTER „ W ~ ~
• ~"L~I, ~~L~.~ • ASSEMBLY 1 ~
H-~.~~~_-- - ' REDUCER / `5 ~ ~ ~ i~ ~ ~ ~ ~n ~ ~ ¦ a
{ I s ~ 1 0. / PLUG ~ ~ ® ® ~ cc ' ~ a, ~ ~
_ _ _ 1 _ r oif--- BLOW-OFF ASSEMBLY 0~ ~ W M , d ~ ~ ~
L - \ ~ ~ SANITARY SEWER MANHOLE IYO • ¦ s~ W Z ~ ~
I I 1 • SEWER CLEAN-OUT ~1~ M-I-i ~ ~
1 m GREASE TRAP ~~~r~ 9~tn ~ a x
I G~, ~ ~
~ I ` f~ \ ~ SEWER FLOW DIf;ECTION qA ' a~~o~ Q'+ W W
~ ~ I I ~ ' ARROW. Z ~
I I I I I I ~ ~ WATERLINE 0~ ~ ~ ~
~ I I 1 ' WATER SERVICE LINE ~ ~~W HILL R9A~-~ S~ z 1
I • d. I ~ I ~ W
U, FIRE HYD 1 EXISTING ASSEMBLY (IYP.) I I 1 EXISTING UTILITY SLEEVE T1?'R'?1C,w w~An llY1JPJL~ 11?lAC ~~uu~e~rr SANITARY SEWER J~`,,,~ CAR~~'~o,~
OAK HA. )AK HALL SEWER SERVICE LINE QQ~~•~~SS~~<~•1,'',~
1 I I JBDIVISION - - - - - EASEMENT LINE , ~r~~ 9
~ I ! I -L--- SUBDIVIS 1 - - I \ _v:: • 9<t . . AL
~ i ~ SS H • ~ • -
t ' UTILITY NOTES• 27 •
- \ 1 1. CONTRACTOR SHALL NO11FY "NORTH CAROLINA ONE CALL" I N~F'•••~w
~ 1 i - (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING ~~./gyp P ,~,pp CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. ,H t~~` ~i~OD
~ i r I I \ ; 1 ~ t_ ~ CONTRACTOR TO CONTACT ANY LOCAL UIILITIIES THAT PROVIDE THEIR t~
I - I 1 \ >r OWN LOCATOR SERVICE INDEPENDENT 4F "NORTH CAROLINA ONE CALL". 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND
r SSM - - \ ~ ` RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE TOWN OF HOLLY SPRINGS.
( ) ~ 4 1 1 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
\ I I I ~ _ SPRINGS STANDARDS AND SPECIFICATIONS. 4. ALL EXISTING UNDERGROUND UlIUT1ES ARE APPROXIMATELY LOCATED. ~
\ I 43.58 C. I \ r ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD z Z
~ 3 A \ ~ ~ I I ~ ~ PRIOR TO CONSTRUCTION. ~ w ~ 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY o 0
~ fd ~ , ~ 1 \ \ ~ ~ _ ~ ~ TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
1 ~ ~ ICI \ ~ _ ~ \ FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY: ~ ~
- - - - _ CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INfORMATION ON ° ° ~f DETOURS, OPEN CUTI1NG OF STREETS OR FOR ANY CONSTRUCTION W w
j - _ I I i I ~ ~ ~ _ _ ~ ~ 1 / L__J ~ ~ ~ ~ ~J'~, WITHIN RIGHT-OF-WAY. N.C.D.O,T. RIGHT-Of-WAY: CONTACT PROJECT a a 2 ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP W
v I ~f ~ c COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT ~ ~ a
° ~~'n~ ~ 1 V' ~ ~ \ OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). O
1 1 ~ ~ fi. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ~ a " \ VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR ~ o i
. ~ 1 ~ J SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO ~ r PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING ~ a a
I I I I \ CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
I \ CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
1 ~ 1 12"x "TEE ~ BEEN GIVEN.
(2} 2" GV&B SANITARY SEWER NOTES: a w Q
(1) " GV&B FIRE HYD ~ ASSEMBLY TYP. \ ~ L HALL AlL UNI I L L OR a,
1 I I I ( ) FIRE HYDRANT I I ~ ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE. ^ ~ ~ ~ 2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO HE PROVIDED FOR ALL ~
1 ASSEMBLY (TYP.) \ COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE W ~ ~
1 U - - - - - - 1 a"WL F~ IRON PIPE SHALL BE REQUIRED. U ~ 3. MINIMUM SLOPE FOR 4 INCH & fi INCH SANITARY SEWER. COLLECTION LINES ~ ~ O Z
• " W/L 'S E-+ ~ SHALL BE NO LESS THAN 2.0~ AND 1.0% RESPECTIVELY WITH CLEANOUTS
W r - \ EVERY 75 LINEAL FEET. ~ ~ ~ 4. ADDIIiONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE i A .-1
W SSMH SSMH ~ ~ CONSTRUCTION DRAWING SUBMITTAL. a ~ ~ ~ 5. ALL. SANITARY SEWER MAINS SHALL $E PVC SDR-35 EXCEPT WHERE a W ~
W 1 CONDI110NS WARRANT DUCTILE IRON PIPE IN ACCORDANCE WITH THE TOWN OF F--+ w H a
\ HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. "x ~ ~ ~ fi. SHOP SPACES WILL HE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF a
- - - s [ o ~ BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. ~ Q'
W \ . - 1 _ 9 ~ WATER NOTES: w N ~
W FIRE HYDRANT ' ~ ~ 0 ~ 1, WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM CODER OF 36 ~ ~
U~ ASSEMBLY TYP ( ) - - INCHES, 1MTH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER O A UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL ~ U1
1 w , ~ OTHER U11L111E5. ~ ~
1 ~ .RETAIL i 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS Z x+ p \ OF 80 PSI, ~ ~
1 \ A W 3. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA ~
~ 19,286 SF ~ ! I 1 \ _ i C150 OR C151. 4. SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF
~"~1 \ FFE-424.25 I; BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT.
a \ 1 \ GANG METER ASSEMBLY ~ \ EASEMENTS:
" I WITH (2) 3/4 DOMESTIC ~ ~ xj 1 WATER SERVICES AND ; ~ 1. WATER AND SANITARY SEWER MNNS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY
1 ~ 5/Sn METERS (TYP,) ' 3 ro \ EASEMENT. IN THE CASE OF L>¶LITIES EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH
I II ~ ~ N• JR. ANCHOR ~ \ UTILRY LINE. WATER SERVICES UP TO THE METER AND FlRE HYDRANT ASSEMBLIES SHALL ~ BE LOCATED IN A 10' WIDE PUBLIC UTWTI EASEMENT. SEE UTILITY PLANS FOR LOCA110NS
~ 1 1 I ~ RISER OF EASEMENTS.
t I I ROOM I ti z9,a61 sF I Z. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO BUILDINGS \ SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE GRADING AND
F GANG METER ASSEMBLY FF'F=424.25 I ~ \ STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS. ~ ~ / 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE 517E "
WITH (2} 3/4" DOMESTIC I WATER SERVICES AND \ - SFfAIi. BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. / ~
1 ! 1 5 "METERS TYP. I ~ /a ( ) ~ ~ V W
I 1 6° SANffARY SEWER 1 1 2° DOMESTIC WATER . ~ a
1 I SERVICE TYP. / I ( ~ SERVICE LINE AT GANG ' ' ~
1 I I I I METER LOCATIONS (TYP,) I I ~ ~ o ~ . .
I
„ 6" FIRE . ~ ~ ' ~ ~ a
1 S FlRE 1 ~ - - - PROTEC110N PROTECTION I
cD7v ~ UNE LINE ~ / ` 0 1 ~ 8" 5S J ~
I SSMH ~ \ 'S~ / / 1 I 1 ssMH _ , ~ ' aa~ , / ~ ~
~ v1
E i ~ ~ ~ ~
1 - - - ` ~ ~ - rRA~IG .aaT.~D _ se~¢9s~w~....., i '3 1 ~ , ~ CLEANOUT (TYP.) sE~lei: ~ " ,r-°"`-EXISTING SANITARY ~ ~ ~ a
- - a / j .~~SEWER MANHOLE
/ s - .n _ i s I ~ / , . _ ~
. ~ IRS DEPARTMENT--= ~ ~ o „ - - - CONNECTION ro ~ M8 Y TYP. / a ~ ~
ASSE L ~ 1 12 x8 TEE FIRE HYDRANT FlRE DEPARTMENT POST INDICATOR / ~
o (2} 12" GV&B ASSEMBLY (TYP.) CONNECTION VALVE / 2" DDMESIIC WATER / f ' 0 a I (1) 8 GV&B DOUBLE DUMPSTER SERVICE WITH METER ~ ~ .;w.. W o
POST INDICATOR /M,o. 1 ENCLOSURE (TYP.) / ~ ` V ,f ~
/ / J.:.. ~ e.
3 I - / D ...-.r' / ~ .sew. ~ y, ~
c°v EXISTING OVERHEAD UT1LlTY ~ i . 0 1 LINE AND ASSOCIATED ~ y,. , / APPROXIMA
• ' (7 FIRE HYDRANT UT1LITY POLE TO BE _ =t ~~~:~'y ~ EXISTING 1 APPROXIMATE LOCATION OF ~ \ W EXISTING 12" W/L (TYP.) ~
~ ASSEMBLY RELOCATED (TYP.) ~..."'~'r _ _ N - ~
.•--•'"r~ e x R fuTANH~OLE m ~ I3 I f - S APPROX MATE LOCATION OF , ~ _ °s= ° 8 5 ~ '~w [^J
3 1 a TIE 12" W L TO EXISTING 12" EXISTING fi" DIP RECLAIMED ~ - ~ - ~ ~ ` ~ a ° ` ' i~~ p 1 W/L WffH 12" TAPPING SLEEVE W/L (TYP.) r
- _ _ _ EXIST ~ D VALVE - / ~ q ; i ~ EXISTING
1 - _ _ a 1 HOLLY SPRINGS ~ - ~ _ _ - - ~ RINGS ROAD - SR 1152 PBOdECT N0. KRC-oso2o
a.~ = U - EXISTING SANITARY ' _ wLL - SEWER MANHOLE - ~ / VARIABLE WIDTH BLE WIDTH PUBLIC R/W) \ FII.ENA]14E: KRGOS020-U1
- ___J--- ~ ~r a - - R _ u \ DESIGNED BY: -
I ~ . ~ EXISTING SANITARY > _ ~i~ DRAWN sY: SRW
a ~ ~ SEWER MANHOLE EX- _ . . . f V (6 ~ \
. -SS- - EX. T ...,,y wr a
SCALE: 1 "=40'
EXISTING FIRE HYDRANT a. \
6 ASSEMBLY (TY ) EXISTING GRAPHIC SCALE DATE: 09-29-08 ~ A
\ \ 40 0 20 40 gp SHEET NO.
IRVING PARKWAY - SR 1194" , 4. - ~ rG)
EXISTING FIRE HYDRANT (VARIABLE WIDTH PUBLIC R W ~ ~ _ ~ - - ? ~ 1 inch = 40 ft.
EXISTING-WATER ASSEMBLY (TYP.) Y APPRgXIMATE LOCATION OF 1 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JiMcADAMS
EXISTNG 12° W /L METER (TYP.) U
2
a X

V 1
MATCH LINE - SEE SHEET C-2~
r i I. I
t 1 ~ 1 o
r 'r......... Z U'U, • ~ 5SMH ~ '
I ~ (TYP.) 1 4~. ~
ro I ~a 1
I I - 1 ~o~ 27 ~ H
I SS DOUBLE DUMPSTER I ~ ONHD ~i ~ ~ O ~
I ENCLOSURE (TYP,} ~ ~ ~ ~ c~ ~ ~
f
L..-________-__ FIRE HYDRANT 6" SANITARY SEWER ~ ~ x
ASSEMBLY {TYP.) SERVICE (TYP.) . .
J• _ ~ I J ~ ~ ~ ~ ~ 8" FIRE ~ e~ ~ s~0 (1 ~ ~ ¦
FIRE DEPARTMENT 2" DOMESTIC WATER 3 ~ - CONNECTION SERVICE WITH METER ~ PROTECTION LINE ~ `9 ~ ® Wa ~
i I ~ I
POST INDICATOR 3 I - - - _ - - - VALVE It POST INDICATOR ( ~ 0` z ~ ~
~ I I) ~ 6" FIRE - VALVE------ ( 1 ~i~ 1'I'1 ~ H
~ PROTECTION I ~ LINE ( FI E HYDRANT RETAIL ( I sA~f~~ ~ ~ a U
AS EMBLY (TYP.)
JR. ANCHOR I I I I RISER I ~ 1 ~qA • ~HNE Ri W 13,998 SF ROOM W
4 1 I FFE=404.25 1 Z ~
LV 1 14 48~A25 SF _ 1 °
FF}3=398.50 I 7.5$ AC. I I FIRE DEPARTMENT ~ ~ ~ ~ CONNECTON 1V~W HILL R A SR 1~ z
I
' 1 t ~ ~ 1 IlVDEX MAP w 6" SANITARY SEWER ~ ~ 1 ,,~~Nnuirrprrr, SERVICE (TYP.) ~ 1 UTILITY NOTES: ,.`'°~~~;,,~ARO<~"'".,
1
I ~ ~ 1 i. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" J~~~i~FESS~O•'• 9'L,
I I I GANG METER ASSEMBLY 3 1 (1-800-632-4949) AT LEAST 4$ HOURS PRIOR TO BEGINNING tQ~ ~~y'~ wrrH (a) 3/4" DOMESTIC x 1 CONSTRUCTION 4R EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. EAL -
STORMWATER ~I WATER SERVICES AND a I FlRE HYDRANT CONTRACTOR TO CONTACT ANY LOCAL UTILI111ES THAT PROVIDE THEIR - 32 0
MANAGEMENT FACILITY 4 f { I"' 5/8" METERS (TYP.) I~ ASSEMBLY (TYP.)I OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL". - 1 1/2" DOMESTIC WATER 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND ~ f ~F,~.•''
(SEE SHEET C-20) Is i _ _ SERVICE LINE AT GANG 1 RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE i,~ I NE,.• ~~v,~.
2" DOMESTIC WATER -I ~ ( - - - I S H SERVICE WITH METER. ) I METER LOCATIONS ( ~ I TOWN OF HOLLY SPRINGS. Or c,A J 1 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY '""grrN ~r~~t~~~~~~
SPRINGS STANDARDS AND SPECIFICATIONS.
i e. I - - I ~ 4. ALL EXISTING UNDERGROUND UT1LI11ES ARE APPROXIMATELY LOCATED. ° ~ 1 ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
~ _ I ° ° PRIOR TO CONSTRUCTION.
° 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY ° TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
FIRE HYDRANT r 6" FlRE ASSEMBLY (1YP.) S H PROTECTION ° - - -i FOLL04NNG PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
LINE I p CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON N N J ° 1 DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION W z
- I -1- - - - - - - - WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ~ w _ _ _ f
FIRE DEPARTMENT CONNECTION " 8"x6" REDUCER 6 SANITARY SEWER I 5" REDUCER B W L ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP ~ o COPIES ON CONSTRUCTION 51TE, ALSO CONTACT N.C.D.O,T. DISTRICT ~ °
POST INDICATOR t SERVICE (TYP.) JR. ANCHOR ~ OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). o ~
VALVE r - 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ~ ~ " ~ VERIFIED BY THE CONTRAGTOR PRIOR TO CONSTRUCTION. CONTRACTOR a w
28,507 5F I ~ ° ° ~ SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO ~
FFE=398.50 - r+ PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING w W 1 CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE Z ~ ~
_ FIRE HYDRANT 1 CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES O ° ° 12"x8" TEE ~ ~ ~
. ` f ASSEMBLY (TYP.) SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFlCATION HAS NOT I~ ~ N (1) 8?"GV&BB i BEEN GIVEN. W o ~ y
~ ---f-- - - - - - - - i - 1 ~ SANITARY .SEWER NOTES: oR ~ ~ Q
3 6" SANITARY SEWER a 1 ~ ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE.
- - ' FRE HYDRANT ~ SEMBLY (TYP.) SERVICE (rrP.) ~ ( 2. MINIMUM COUER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
~ ~ I V I` 1 COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE E+ P05T INDICATOR ~ ~ 1 U IRON PIPE SHALL BE REQUIRED. ~ W
t ; ~ - . I ~ ' I ~ I I ~ ~ ~ I i I i ~ ~ ~ i LOT 2 VALVE S MH ~ 3. MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION LINES a ~ Q
~ ~ t I r f ~ ~ 43.58 AC. 1 i r I I I I ( ) 1 SHALL BE NO LESS THAN 2.0~ AND 1.0~ RESPECTIVELY WITH CLEANOUTS CONNECTION ~ 1 EVERY 75 LINEAL FEET. n ~ ~
_ _ I i I ~ i j - RETAIL 1 W 4. ADDITIONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1 ~ ~
~ ~ i ~ i t i i ~ ~ i I ` ~ ~ l i ~ i .yi "1 i I RISER W CONSTRUCTION DRAIMNG SUBMITTAL W ~
~E ROOM I I 1 M 5. ALL SANITARY SEWER MAINS SHALL BE PVC 5DR-35 EXCEPT WHERE U 14,041.. SF 1 U~ HOLa ~SPRINGSRENG NEER NG DES~GN PAND ICONSTRUC710NESTAND RDSTOWN OF ~ ~ © Z
/ \ ( ( 1 . I ~ 6" SANITARY SEWER I FFE=404,25
• I ~ SERVICE {1YP.) ~ - - 6. SHOP SPACES NRLL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF a ~ ~ 6" FIRE ~ 1 W BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. A ~
30' CAPE FEAR RIVER BASIN I t PROTECTION UNE ~ i--i a~ W WATER NOTES.
STREAM BUFFER, MEASURED I ~ I ! ' ~ I 30' FROM TOP OF BANK I JR. ANCHOR I GANG METER ASSEMBLY ` ' ~ 1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36 ra-i W w a
EACH SIDE (TYP.) , I - - - - - - - wITH (a) s/a" DOMESTIC I 1 INCHES, WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FR~t OTHER x ~ ~ O wATER SERVICES AND - I UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL ~ Q.,
- 31,240 SF I 5/8" METERS (TYP.) + _ [ OTHER UTILITIES. ~ x ~ Q'
FF`E=$98.50 « ~ I 2 OFE80SUP~ REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS W ~ Z
\ - ~ - - - LOT I4 - - - I 1 1/2" DOMESric WATER ( ~ ~ W 3. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE iN ACCORDANCE 1MTH AWWA Z N SERVICE LINE AT GANG ~ 1 ~J C150 OR C151, ~ A
7.58 AG. • - E!R HYDRANT- _ I ASS MBLY (TYP.) ~ -2° DDMESTIC WATER I METER LOCATIONS (TYP.) J ( I 4. SHOP SPACES VALL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF ~ U1 z
•I V ~ SERVI E W(TH ETER e M l ~ I 1 y„~ BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. rx ~
I FI E DEPARTMENT I I L ~ EASEMENTS: ~ x ~
L CONNECTION I------ - I "R' \ 1 U i. WATER AND SANITARY SEWER MNN5 SHALL BE LOCATEO IN A 20' WIDE PUBLIC UTILITY O
STORMWATER Po INDICATOR \ EASEMENT, IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE } EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUT N4 LESS THAN 10' FROM EACH
.I v vE \ - MANAGEMENT FACILITY 3. \ 1 UTILITY UNE. WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE PUBLIC UiILf1Y EASEMENT. 5EE UTILITY P1ANS FOR LOCATIONS
I 6 FlRE RISER (SEE SHEET C-20) MH fie. ~ RDO~I I I PROTECTION - - ~ - I' - - - - - -
P.) ~ ALINE ~,P) GANG METER ASSI:MBI_Y WITH (5) I ~ 3;'4"' DOMESTIC WATER SERVICES DOUBLE DUMPSTER 1 ~ OF EASEMENTS. 2. ALL PRVATE STORM DRANAGE PIPE WITH THE EXCEPTION OF SERVICE IJNES TO BUILDINGS ENCLOSURE (TYP.) i 1 SHALL BE LOCATED IN A 20' PRIVATE STORM DRANAGE EASEMENT. SEE GRADING AND
AND 5/8" METERS (lYP.) - - - - - - - - \ \ - - 1 STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS. 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE I -
\ I I FlR HYDRANTT~ W ® ~I~'~ ~ I I ~ ~ Tr T SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
'II 30' CAPE FEAR RIVER BASIN ` ~ I ~I 1
STREAM BUFFER, MEASURED ~ n I ~ LOT 2 ~ sH. ~ i ~ is
30' FROM TOP OF BANK, , 43.58 AC. FlRE DEPARTMENT I 1 DOMESTIC WA1ER I EACH SIDE (TYP.) CDNNECTION ~ 9. 1 UTILITY LEGEND I ~ I I= 1
\ SERVICE LINE Ai GANG ~ ~ I I • METEft LOCATIONS (1`!F.) 3 ~ I ~ ~ FIRE HYDRANT ASSEMBLY W
~ POST INDICATOR ~ - I I ' \ VALVE \ \ rn ~ I ~ 1 wn.
• • \ \ \ ~ RETAIL ~ I I , 1 ~ FIRE DEPARTMENT CONNECTION (FDC} ~ F~¦1
~ - ~ ~ ~ 1 ~ _ ~ i ~ ~ • ~ ~ HYD NT ~ I _ - ' - - - - - - - - ~ FIRE RA \ ~ 15 13~~F--- I - - 55MH I I I ~ WATER MEEER i
i ~ ~ ASSEMBLY (TYP. ~ ~ ~ , ~ ~ A FF);=398.~D N .WATER VALVE
~ ~ I \ \ ~ I ~ I NV POST INDICATOR VALVE
~ \ 3 i * / 1 ® VALVE IN MANHOLE
/ \ \ \ ro 6" SANITARY SEWER I =
~ \ - ~ ~ ~ DOUBLE DUMPS R \ SSMH I o ~ t ~ \ SERVICE {TYP.) S"x6" TEE 0 1 1 ENCLOSURE (TYP.) ( ) FIRE HYDRANT I ( I 1 METER & VAULT
o I ~ I (3) B" GV&$ r GANG METER ASSEMBLY WITH 4 ~ ASSEMBLY (TYPJ I ~ \ \ O ~ - - - - - - FIRE HYDRANT N I ~ / 1 © BACKFLOW PREVENTER ~ ~ Z ' ~ _ / 1
t ~ ~ 3J4" DOMESTIC WATER SERVICES ~ - ao 1 1 REDUCER ~
- ' ~ ~ AND 5/8" METERS ('fYP.) 8" W L ASSEMBLY (TYP.) m , -I
1 u PLUG
~ \ ~ _ _ 8x6 REDUCER ` - - - - - - _ ~ - -V I ~ I 1 a-N"- BLOW-OFF ASSEMBLY
o ~ I - - - ` \ I ~ ~ i • SANITARY SEWER MANHOLE
11 P - ~ \ ~ ~ = = _ I /2" DOMES C WATER o ~ ~ I , / SER+ACE LINE A7 GANG \ 1 • SEWER CLFAN-OUT ~j ?J,I
\ U ~ " ~ I METER LOCATION5 TYP. " I _ ( ) - _ _ I ( 1 m GREASE TRAP F¦~~1
N ~ \ i r~ \ " I I I 1 ^ p
~ I ~ ~ I T# I > SEWER FLOW DIRECTION ~ x ~ ( ~ 1 ARROW
f ~ I II I
3 ~ \ \ ! ~ , ~ I I • I RETAIL J I ~ ' WATERLINE
~ ~ \ \ ~ \ I ~ - - - GANG METER AS5EMBLY o ~ \ . ~ C M ~ ~ ' WATER SERVICE LINE GANG METER ASSEMBLY ~ , ( I-
0 1 f ~ ~ ~ I WITH (3) 3/4" DOMESTIC ~ WITH 4E 24,044 SF ( ) ro WATER SERVICES ANp WITH (4} ~/4" pOMESTIO ~ ~ ~ _ ° ~ 1 UTILITY SLEEVE
o V / \ r I 5 " METERS ~TYP. FFE=401.45 WATER SI ~ V ~ % ~ ~ . ~ I 6 t 5/6., ME WATER SERVICES AND I ~ - ~ ~ I SANITARY SEWER 5/8" METERS (TYP.) 1
I ~ / \ ~ J I ~ 6" SANITARY SEWER ~ ~ ~ I I ~ I SERVICE T(P: SEWER SERVICE LINE
~ ~ I ( l 1 ~ t ~ 3 1 - I rt I I I r ~ 7 ` 1 - - - - - EASEMENT LINE
ca ~ ~ i ~ I cP, R15ER ? / ! ~ ROOM ~ 1
c ' ~ ! ~VV d 30 CAPE FEAR RIVER BASIN ~ ~ ~ J I ~ 6" FIRE FIRE HYDRANT ASSEMBLY (TYP.) 1 PROJECT No.
; 1 A i ~ \ ~ 1 ~ STREAM BUFFER, MEASURED ~ ~ PROTECTION ~ I I I ~ , I SERVICE UNE AT GANG
30' FROM TOP OF BANK, / % I ~ ~ I ~ ~ - - - - - - - - LINE SSMH _ io EACH SIDE TYP. ~ ~ ' I ~ ~ V~~~"- u - - - A P. ~ - - ( ) ~ I~ J ( ~ ~ , ~ ?Y ) _ - 1 1/2" DOMESTIC WATER ~ •S I KRG-08020 -ME1~LO~rI'oNSZTYP:T- ' I ~ EILENAMII, KRG08020-U1
S SSM DESIGNED HY: -
~ i II ~ I j 1 ~ - - - ~ - - II ~ ' E ~ ~ - - . I a h!.. - - - ~ , - ~ DEnwN »Y: SRW
3.
y (3) 8" GV&8 'f~W/L SCALE:
\ 1 =40 ~ N
c I q 6 . _ - - - - E HYDRANT " . . - - EIRE HYDRANT ASSEMBLY (iYP.) - - - - - ~ .
ASSE1BtY GRAPHIC SCALE DATE: 09-29-08 '
I 1 1 POST INDICATOR 40 0 20 40 80 SHEET NO. n CROSS (2) 1 C-24
--BEGLL E DUMPSTER VALVE E NCLOSUI FIRE DEPARTMENT (2) 2"'GV&B (2) 8" GV&B ' • 1 f 1 inch = 40 ft,
I , l ~ ~ ~ ~ • . _ CONNECTION
Y - • PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION AWADAMS
MATCH LINE SEE SHEET C-22
0

a • ~ ~ '.•o Hy
MATCH LINE -SEE SHEET C-2'7 - - r - - -~F------ z
° 1 ~ t w ~
1 ° LOT 6 I ° ~ ~ 1.66 AC. ' t 1 ? / ~ , z ~ z
° ' ~a~
1 i 1 1 "L
- ~ t
° ~0~ ~a~ ~ ~ ' _ .
J 1 t; - 1 " I I,. U1 H ~ o~~ro ~ ~ ~ 0 ~
~ ~ - - - - - I _ .
° a ° N a. . a ~z~~~
' ° ro ONTN~NMINNIpINNO M ~i ~ U
1 0 ~ ~ _ iX , , ~ ~ ~ ~ ' ~
1 ~ to
-1 ~ r~ z I " o c~ , ® ~ ~ uusuuu~nuu~u. m
1 6 SANITARY SEWER 1 q; SERVICE i I~
1 3 ~ PAD # col ' ' ~.T.~ z ~ ~ ,
1 x t; o
2" DOMESTIC WATER t ~ 1 SERVICE WITH METER 1 y i . sA ~ x
MH I ~ ~ t c ) LOT 5 ~ ~ ~
) 2.40 AC. ~ r~ 1 I ~ # ~
1 i a z~
r-'- FIRE DEPARTMENT i 1 _ Il CONNECTION - ~ 1 " Its= w.
~ ~ N ,~Tq HILL R ~ SR 115 ~ z W
s" FIRE 1 I EXISTING EXISTING ~ 11vL1:~L~ 11?,tL']t ,,,~~~nn~i~i~~~~'
1 PROTECTION
3 LINE ~ t' t ` 1 _ ~ aa.~ HALE ~I N ( ~K HATLL UTILITY NOTES: ,,°'o~~~''SSR°<%ti°•
1 POST INDICATOR 3 SUBDIVISII 3DIVISION 1. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" ;,~~'.•FE 9,~';
1 VALVE ~ 1 1 (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING ~ S AL ~
1 - CONSTRUG110N OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED, CONTRACTOR TO CONTACT ANY LOCAL U11LI1lIES THAT PROVIDE THEIR 5(~»
I FIR - - - 1 1 ~ OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL". J „e.
AS EMBLY (TYP.) ~ i 1 ~ ~ 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND ~i~''•N I Nti~'.~'°•w RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE ~i~'~!p'"°""'' P~`,0~
t 1 ~ TOWN OF HOLLY SPRINGS. ~0~ ~ fN ~tii ~5'''
I } i 1 1 1 \ 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY ~ s~1L SPRINGS STANDARDS AND SPECIFICATIONS.
1 1 ~ / 4. ALL EXISTING UNDERGROUND U11LIT1ES ARE APPROXIMATELY LOCATED.
i 1 ~ ACTUAL LOCA110N AND DEPTH SHALL BE CONFIRMED IN THE FELD f,. ~ ~ PRIOR TO CONSTRUCTION.
1 1 5. BEFORE STARLING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY f TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
N ~ 1 1 / FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
I DOUBLE DUMPSTER 1 ~ ~ ENCLOSURE (TYP.) ~ 1 ~ / j CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON ~ DETOUR5, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION g
1 1 ~ t ~ ® a l= ~ WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ~ ~
,a ~ 1 - - 1_ _ _ - ~ l ENGINEERS AND OBTAIN ALl PERMITS AND ENCROACHMENTS (KEEP ~ °v COPIES ON CON5TRUC110N SITE, ALSO CONTACT N.C.D.O.T. DISTRICT
~ 1 " OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
i 1 ~ > ~ ~ t _ 6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ~ ~ _'''f ' - VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR a a
1 - I ~ 1 ~ t SHALL NOTIFY THE OWNER IF ANY 61SCREPANCIES EXIST. PRIOR TO
~ I' I I t ~ ~ _ PROCEEDING WITH CONSTRUCTION FOR NECE55ARY PLAN OR GRADING ~ ~ CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE o 0
~ I ~ '°"~F CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES ~ ~ N
I I 1 SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT ~ " BEEN GIVEN. W °
SSMH I I
(TYP.) ~°V i I.. ~ ~ A SANITARY SEWER NOTES: ~ a Q ~ ' - - 1. L L LL UNI IN L OR
I• ~ I I 1 1 I _ ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE.
6" SANITARY SEWER ( 2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL ~ ' A COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE ~ W
ii ~ / SERVICE _ - IRON PIPE SHALL BE REQUIRED. a W ~
1 ~ W I ~ I I 1 3. MINIMUM SLOPE FOR 4 INCH & 8 INCH SANITARY 5EWER COLLECTION LINES SHALL BE NO LESS THAN 2.0% AND 1.0% RESPECTIVELY NhTH CLEANOUTS a R=i ~
W I i I EVERY 75 LINEAL FEET. F ~
x ? I ` U~ _ _ / \ 4. ADDITIONALGREASE INTERCEPTORS TO BE INCORPORATED 1MTH PHASE 1 W CONSTRUCTION DRAWING SUBMITTAL. ~ ~
I ~ ~ 1~ s ~ ~ ` 5. ALL SANITARY SEWER MAINS SHALL BE PVC SDR-35 EXCEPT WHERE Z ~
I -I - - - W -t ~ ~ CONDI110NS WARRANT DUCTILE IRON PIPE IN ACCORDANCE WITH THE TOWN OF _ HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. ~ ~ ~ Z
i I W _ I ~ \ ~ 6. SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF ~ A ~
~ PAD 2 I 1 ~ U] ~ I # - BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. a r-+ ~
~ N ~ t Ii a I f WATER NOTES: ~ w H a 1. WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36 ~
pQ a~ 1 r'~ INCHES, WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER x ~ a
I ~ DOUBLE DUMPSTER 1 ~ I I ~ ~ ENCLOSURE TYP. ~ UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL OTHER UTILITIES.. r~ ~ ~ Z
LOT 4 c ) W I r ~ I " 1.53 AC. ~ ~ ~ 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS W E-~
( 2 DOMESTIC WATER I H I SERVCE WITH METER ~ 1 ~ OF 80 P51. Z ~ ~ \ - 3. ALL WATER MAINS SHALL BE DUCILE IRON PIPE IN ACCORDANCE WITH AWWA Q A
a i I TYP. I ~ ~ ~ ( > r t. ~ ~ t_ C150 OR C151.
II ~ ~ ~ I L_ ~ ~ ~ 4. SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF ~ ~ Z ~ BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFlT. W ~ p
~ i i ~ r^
~ ~ I.;. POST INDICATOR / / ~ ~ti ~ ~ H VALVE y~ t ~ ~ _ EASEMENTS: ~ ~ t ~ 1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN. A 20' WIDE PUBLIC UTILITY ~
FlRE DEPARTMENT / / ~ ~ \ EASEMENT. IN THE CASE OF UTILIHES EXTENDING ADJACENT TO EACH OTHER THE EASEMENT MAY BE A VARUIBLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH
;f ~ CONNECTION / / d ~ \ ~ UTILITY LINE. WATER SERVICES UP TO THE METER AND FlRE HYDRANT ASSEMBLIES SHALL
~ ,.,Q~ 1 ~ ~ ~ ~ BE LOCATED IN A 10' WIDE PUBLIC UTILITY EASEMENT. 5EE UTILf1Y P1ANS FOR LOCATIONS 1 \ OF EASETIENTS.
FIRE HYDRANT ~ / ~ ~ ASSEMBLY (TYP.) 2. ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO BUILDINGS SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE GRADING AND
~ 7 ~ _ / G ; ~ _ ~ ~ t STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
1 'I - - x ' ` - SSM - - - ~ ~ ~ 3. ANY STORM DRANAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT. twn
r ~ ~ ~ 1 ~ 8" W L . ~ n ~
a ~ - ~ ~ ~ ` ri
1 ~ - - - x 1 t f1 ~ ~ ~ ~ ~ ~ ~ ~
~ 1.57 Ac. = PAD #1 -
~ _ I " c. 2 DOMESTIC WATER 1
1 ~ i~°~ SERVICE WITH METER ~ ~ (TYP.) 1 ~ \ fig{ ~E"$ O
1 \ I
I~ FUTURE DOUBLE _ _ - 12"x8" CROSS 6 1 ` _ - _ ~ DUMPSTER ENCLOSURE ~ 1
8" GV&B (TYP.) 1 )
~i - fi" SANITARY SEWER 1 ~ 1 i UTILITY LEGEND W
1 ~ IR Y RA a,_s ; SERVICE f ~ ~ LV 1 ~ ~ F E H D NT -s m , f ASSEMBLY (TYP.) - ~ -~___m,„~..~F.sm.~®m~ _ ~.s., ~ ~ POST INDICATOR ~
w 43.58 AC. ~ \ I - ~ 1 o° 1 - - VALVE FIRE HYDRANT ASSEMBLY ~ A O ~
4 , 1~ FIRE DEPARTMENT 1 - . = s . ~ - . _ H , ° ~ - ~ CONNECTION 1 ~ FIRE DEPARTMENT CONNECTION (FDC} w ,~1.,
1 / N ~ 1 1 ~ Q WATER METER ~ V,1
E = i m 1 _ SSMH \ --L 8 WL ~ ~ a ~ N WATER VALVE M
3 1
~ / 1 1 /2" DOMESTIC WATER 1 / SERVICE LINE AT GANG - - ,2~ NV POST INDICATOR VALVE ~(^,J '~I ~
o - - - 6~" FIRE- 1 ~ 1 METER LOCATIONS (IYP.) PROTECTION ' - ~ ~ 4 ~,~y ~ VALVE IN MANHOLE
1 0 / \ I METER & VAULT ~
1 / ~ O 1 © BACKFLOW PREVENTER W
~ 1 ~ ~ O
1 ~ GANG METER A55EMBLY 6 SANTARY SEWER _ _ WITH 3 3 ° DOMESTIC ~ SERVir,E ITYP.) ~ ~ REDUCER ~ ?~i
1 i' i WATER CES AND I I PISER ~ \ PLUG FF~~11
3 5 8" METER TYP. '~il ROOM ~ ~ a ~ ~ ( } DOUBLE DUMPSTER ~ o-}~. BLOW-OFF ASSEMBLY
\ ` ENCLOSURE TYP. ~ ~ 1 , ~ RETAIL ( ) f ~ ~ SANITARY SEWER MANHOLE
N 1 I' r ` I ~ ` ~ \ ~ ~ \ • SEWER CLEAN-OUT
o <; 1 I 71 S ~ 11,4 F ~ ~ GREASE TRAP
Y 1 EFE=409.65 ~ " N \ m
1 C I 3 1 ~ \ SEWER FLOW DIRECTION
W ? 1 ~ ARROW
I C 1 WATERLINE
1 5SMH ~ U 1 (TYP.) ~ ~ \ WATER SERVICE LINE Paoa~clr No. KRG-Q8020 ,'i UTILITY SLEEVE FT1~Nnai>E: KRG08020-U1
'c t a m 1 0 ~ ~ -
d I * \
~ STORMWATER m FIRE HYDRANT E - - - - - ASSEMB - \ SANITARY SEWER DESIGNED BY, -
a MANAGEMENT FACILITY ~2 ~ - I T t'Y1` ~ ~ ~ SEWER SERVICE LINE DRAT~v TRW
SEE SHEET C-19 ) 12"x8" TEE •--s •W/` ----=1~-•-~• 43.58 AC, so. \ - - - - - EASEMENT LINE SCALE: 1„-40,
(1) 8° GV&B \ DATE:
J o 1 N ` GRAPHIC SCALE 09-29-08
1 L - _ 40 0 20 40 80 SHEET NO,
L--- - C-25
- MATCH LINE SEE SHEET C-23 1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JIMeADAMS
U
N O
a X

1R ~ H
UTILITY LEGEND \ ~ z ~
w ~
~ ~ ~ FIRE HYDRANT ASSEMBLY 1 ~ Z C~
~ 1 1 • 0 z FIRE DEPARTMENT CONNECTION (FDC) 1 ~ ~ a
1
~ WATER METER ~ ~ ~ ~ ~ o 1 ~ z ~
~ FI E HYDRANT WATER VALVE 1 0~~~ ~FUOOxiuioa~ U H W w
~ EMBLY (TYP.) PIV POST INDICATOR VALVE 1 ~ ~ ~ ~ ~ EO
1 SSMH ® VALVE IN MANHOLE 1 ~ ~ ~ ~
~ (TYP.)
\ ~ ~ ( ~ ~ ? METER & VAULT 1 1 ~~j ~ ~ .
\ ~ ~ © BACKFLOW PREVENTER 1 / ' ~w a~
~ ~ / ~ ~ REDUCER 1 ewx~ ~ ~ 5 ~ ~ ' d ¦
( , ~ PLUG ~o "~,'g, a
t ~ ?w ~ \ 0.14-" BLOW-OFF ASSEMBLY 1 old ~ ~ ~ s ~ ~ z z ~
~ \
i SANITARY SEWER MANHOLE 1 ~oll~, • • ~ ~ a
_ ~ MH + SEWER CLEAN-OUT 1 sA 9 ~ a H
SS s w \ / \ GREASE TRAP ' ~j~~S ; ~ ~
SANITARY SEWER MANHOLE `~A ~~~a~~ W SEWER FLOW DIRECTION 1 l',~. ~ W W
E \ Q° y \ FOR FUTURE PHASE ~ ~ 2" \ ARROW 1 ~f'o Z !x
i ` ~ < WATERLINE I ~ / ~ ~ ~
N W HILL R SR 115 • WATER SERVICE LINE 1 W
\ ~ FIRE HYDRANT UTILITY SLEEVE 1 uYL~L1 jv~ ~~~~u~~w~~~~
SSM ASSEMBLY (TYP.) SANITARY SEWER 1 CA~O~'~a,~
(n ) ~ UTILITY NOTES: o Essr ••.,ti SEWER SERVICE LINE 1 i. CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" ~d~ ~~,•.9
/ ` ' - - - EASEMENT .LINE 1 (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING A~
T h„~ n CONSTRUCTIOtd OR EXCAVATION TO NAVE EXISTING UTILITIES LOCATED, jl(,11 1 CONTRACTOR TO CONTACT ANY LOCAL U11llTIlES THAT PRONDE THEIR 27
/ uJ 1 / SSM / C1'~P) 21.28 AC 21.28 AC. I OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL". • • Q,
1 2. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND '%~i~•''~~1NE~•'~~v,~'
STORMWATER RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY T+iE ~ P 1 TOWN OF. HOLLY SPRINGS. ~~4~rHj rn~~~`'~1da
MANAGEMENT FACILITY 5 s ~ s 1 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARDS AND SPECIFlCATIONS.
/ (SEE SHEET C-20) ~ 4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED.
i / 1 ~ 1 ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION.
~ L~'f 14 ~ 7.58 AC. ' ~ ~ 5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
i COLLECTOR A 1 TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE 1 FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY; N
ti ~ (PRIVATE - 41' B-B) CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON z z
1 DETDURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION ~ w 1 WITHIN RIGHT-OF-WAY. N.C:D.O.T. RIGHT-OF-WAY: CONTACT PROJECT o a
4 ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP °
1 COPIES ON CONSTRUC110N SITE, AL50 CONTACT N.C.D.O.T. DISTRICT ~ ~ 1 OFRCE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER). ° °
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD w ~
VERIFIED BY THE CONTRACTOR PRIOR TO CDNSTRUCTION. CONTRACTOR a a 1 SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO
.PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING ~
CHANGES. NO EXTRA COMPENSATIDN SHALL BE PAID TO THE p o 1 CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES ~ N N
~ / / _ _ \ SHOWN INC?RRECTLY ON THESE PLANS IF SUCH NOIIFlCA110N HAS NOT ~ o ~
~ ~ / ~ _ ~ / \ \ ~ ~ / \ ~ 1 ~ BEEN GIVEN. W
SANITARY SEWER- NOTES: oR x a a
I ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE.
~ 1 ~ 2. MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
,A / \ \ ~ 1 COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE E-+ IRON PIPE SHALL BE REQUIRED. a W
i \ 1 ~ 3. MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION LINES a O
~ ~ ~ / / / f / ~ ~ ~ \ \ ~a FIRE HYDRANT ~ _ ~ ~ ~ \ ASSEMBLY (TYP.) W SHALL BE NO LESS THAN 2:0~ AND 1.0% RESPECTIVELY MATH CLEANOUTS ~ ~ 1 W EVERY 75 LINEAL FEEL O
J 1 / 4. ADDITIONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1 w ~ ~
~ f=- - - ~ ~ ~ ~ , ~ \ 1 ~ CONSTRUCTION DRAWING SUBMITTAL. 1 ~ 5. ALL SANITARY SEWER MAINS SHALL BE PVC 5DR-35 EXCEPT WHERE
~ ~ ~ L CONDITIONS WARRANT DUCTILE IRON PIPE IN ACCORDANCE MATH THE TOWN OF ~ ~ p Z 1 HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS. a rt
~ ~ ~ \ \ - - ~ 1 W 6. SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF A ~
_ \ 1 w BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. a ~ ~
.-t ` \ \ \ \ 1 ~ WATER NOTES: a w 12" W/L STUB WITH 2" L WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36 ~ w E Q
~ ~ ~ ~ BLOW-OFF ASSEMBLY 1 I INCHES, WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER x ~ ~ Qt
~ ~ ~ / 30' CAPE FEAR RIVER BASIN t ~ 1 UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL ~ x ~ Q+
_ / / STREAM BUFFER, MEASURED ~ ~ \ 30' FROM TOP OF BANK, \ ` OTHER UTILITIES.
\ / ~ / EACH SIDE (TYP,) ~ t ~ FIRE HYDRANT 1 W 2. PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS W ~ r ASSEMBLY (TYP.) 1 Z OF 80 PSL ,`Z, ~ E„~
/ ~ ~ \ 1 H 3. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA Q A
v ~ v I i a 4. SHOP ~PAC1E5 WILL BE CONSTRUCTED MATH 10' SLAB LEAVE OUT AT REAR OF ~ ~ Z
~ I f ~ rz. ~ ~ j ,'v ~ w, ~ ~ - - - - - - - -1 BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT. W ~ O ~
i ~ ~ i i ~ (~I ~ ~ i ~ I ~ ~N _ ~ EASEMENTS: o x
\ I ~ 1 ~ " / ~ ~ ~ 8 - ~ ~ ~ - 1. WATER AND SANffARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY E EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE
\ S 0 F A ,SSMH 12" W/L 1 EASEMENT MAY BE A VARIABLE WIDTH EASEMENT BUi NO LESS THAN 10' FROM EACH
~ i i f ~ ~ i + \ 1 BEI LOCATED INAA~tOS WIDE~PUBLIC UTILITY EASEMENTD 5EE ItIILITY PLANS~FOR LOCA ON5 12"xt E ~ _ J - ~ - ~ ~ OF EASEMENTS.
\ EE SHEET C 21 ~ ~ ~ ~ 8. (3) 1 &B 2. ALL PRNATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO BUILDINGS
ss \ OR CONTINUATION ~ - FIRE HYDRAM \ ~ ji ~ \ \ / ~ ` ~ 8" SS 1 SHALL BE LOCATED IN A 20' PRNATE STORM DRANAGE EASEMENT. SEE &RADING AND STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
~ ASSEMBLY (TYP.) ~ - r, ~ ~ ` 2 ~ L~QT `SSMH 3. ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE W (gyp,) - - - - - SHALL BE LOCATED IN A 20' PUBLIC STORM DRANAGE EASEMENT.
\ - - - ~ ~ ~ ' - 43.58 AC. ~ ~ = ~ ~ ~ - ~ a
\ ~ a" w L - ~ ` 1 I
i ~ ~ x~~~a,xw~ way - ~ 1
( ~ -
\ ° ~ / f f / , , w' a
/ ~M1 li
i ~ - ~ ? 1 V ~ ~ , RISER ~ ~ a w
IRE HYDRANT r 3 ~ ROOM ~ W N. I
I i AS5EM8LY (TYP.) ~ I_ I ~
- - - - - - ~ "
2 DOMESTIC WATER I ~ SERVICE WITH METER b" SANITARY 5EWER FlRE HYDRANT \ ~ SERVICE (TYP.) ~ RETAIL f 1 J 1
N i ~ ~ ASSEMBLY (TYP.) ~ 12"x8" TEE o ~ 12"x8" TEE ~ ~ G + 1 ~ ~ ~ 1
o 12" GV&B FlRE DEPARTMENT ~ , (1~ 8" GV&B ~2) 12" GV&B 9,81D SF 1 Z 8" GV&B FFE=400.00
CONNECTION % ( ~ \ 1'x 1 ~ ~
~ T "FIRE ~ - ~
POST INDICA OR ( ~ N ROTECTION VALVE \ ~ INE ! $.W~L 1
~ ( 3 ~ro d I ~ - - - = + i w a x
m
v o ~ ~ \ \r' ~ ~ D D i p~~"
\ , o ~ I ANCHOR
o ~ ~ ~ ~ ~ ~ r 2 I 1 ~ x 1 W o
52,190 SF ~
J ~ i ~ ~ FFE=3S8.5O 3 r.. ~ 1
„ s• I i ~ 1

~ ~ 1 W
1 ~ ~ A (Ay s ~ 1
o~ ( ~ SSMH (n~P.) • 6 I ~ \ ~ i
'3 ~ ~
~ ~ ~ 1
PROJECT N0. KRG"OHO2O
- - - - ~ ~ 1 ~N~: KRG08020-U1
~ ~
DDUBLE DUMPSTER E ~ ~ ENCLOSURE (TYP.) )DUBLE DUMPSTER ~ DESIGNED HY: - :NCLOSURE (TYP.) _ ~ III 1 nRawN Br. coyer
a ~ (NP 1 ~ ~
IV ` ~I \I\ ! 0
sc~: 1*$" 4
D C W I ( \ 1 DATE' 09-29-08
I I GRAPHIC SCALE SHEET No.
;V U! ' J \ I 40 0 20 40 80 C-26
5 I \ 1 inch = 40 ft.
mmmlo6m -
MATCH LINE - SEE SHEET C-24 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MWADAMS
0 V y

1)
1
f
1
1
' 1
1
1 ,
1 1
1
1
1
/ /------- ---------..-------
:___�"�_s+�.'.w—�'_�'"'�d"
— FIRE DEPARTMENT ,
�ON1yECI10�1 --- ------ -----
6 SA - -
NITARY - - - - SEWER =W
SE CEm�= r DOUBLE DUMPSTER FIRE HYDRANT
ENCLOSURE (TYP.) ASSEMBLY (TYP.) )
21
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"
k
1
CONTRACTOR TO CONTACT ANY LOCAL UTTLITIIES THAT PROVIDE THEIR
I
1
I _
RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE
1
FIRE HYDRANT ASSEMBLY 3.
i �
t -
E
SPRINGS STANDARDS AND SPECIFICATIONS.
I -
ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED.
r
ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
Q WATER METER
�
t
'
a
TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
NV POST INDICATOR VALVE
CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON
� 1
DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION
i
Ex-+
H
I w �..,
Q
I
1
OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
6.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
I
i
,
'
SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO
'-' PLUG
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING
>
i
1
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
EXISTING
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
�
1I
1
SEWER NOTES:
' SUBDIVISION
t
� z
,
I
I
I
I
1
I
MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
I X 5
COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE
ARROW
i �
1
MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION LINES
I
SHALL BE NO LESS THAN 2.0% AND 1.0% RESPECTIVELY WITH CLEANOUTS
WATER SERVICE LINE
EVERY 75 LINEAL FEET.
I
i
ADDITTONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1
-k
I
�S
I�
t
5.
1
I
I
4 t
i
l
I'>
1�
,
I
I
1v
HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS.
SEWER SERVICE LINE 6.
iz
-- EASEMENT LINE
BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT.
WATER NOTES:
1.
WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36
i
UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL
u,
2.
1
OF 80 PSI.
3.
ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA
1 1�
1
4.
SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF
ID
1
EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH 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 HYDRANT ASSEMBLIES SHALL
f
LOT
LOT 7
OF EASEMENTS.
t�
1
1
21.28 AC.
STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
I
1
1
SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
1
,
1
1
1
`
l
1
'
1 I
COLLECTOR
'A'
l
(PRIVATE - 37'
B -B)
1
1
1�
1 1/2" DOMESTIC WATER
I
1
12"X12" CROSS
SERVICE UNE AT GANG
(4) 12" GV&B
METER LOCATIONS (TYP.)
12"x8" REDUCER
6" FIRE
PROTECTION LINE
1
r 8 12" W L
8" W/L.
8"x6" REDUCER
POST INDICATOR
--_
-
-
1
-
``
I VALVE
SSMH
1
f
1
1
' 1
1
1 ,
1 1
1
1
1
/ /------- ---------..-------
:___�"�_s+�.'.w—�'_�'"'�d"
— FIRE DEPARTMENT ,
�ON1yECI10�1 --- ------ -----
6 SA - -
NITARY - - - - SEWER =W
SE CEm�= r DOUBLE DUMPSTER FIRE HYDRANT
ENCLOSURE (TYP.) ASSEMBLY (TYP.) )
21
O� N
d
�a
UTILITY NOTES:
1.
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"
k
I
I
CONTRACTOR TO CONTACT ANY LOCAL UTTLITIIES THAT PROVIDE THEIR
I
2.
UTILITY LEGEND
I _
RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE
1
FIRE HYDRANT ASSEMBLY 3.
i �
t -
E
SPRINGS STANDARDS AND SPECIFICATIONS.
I -
ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED.
r
ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
Q WATER METER
�
t
'
a
TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
NV POST INDICATOR VALVE
CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON
DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION
Lo
Lo
Ex-+
H
I w �..,
Q
I
© BACKFLOW PREVENTER
OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
6.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
REDUCER
SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO
'-' PLUG
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING
>
i
0-0+— BLOW -OFF ASSEMBLY
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
EXISTING
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
• SANITARY SEWER MANHOLE
OAK HALL
I£
I
�
I
SEWER NOTES:
' SUBDIVISION
t
� z
,
I
I
I
I
C
I
I
I
MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
I X 5
COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE
ARROW
i �
1
MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION LINES
I
SHALL BE NO LESS THAN 2.0% AND 1.0% RESPECTIVELY WITH CLEANOUTS
WATER SERVICE LINE
EVERY 75 LINEAL FEET.
I
i
ADDITTONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1
-k
I
�S
I�
t
5.
1
I
I
4 t
i
l
I'>
1�
,
I
I
1v
O� N
d
�a
UTILITY NOTES:
1.
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL"
(1-800-632-4949) AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR TO CONTACT ANY LOCAL UTTLITIIES THAT PROVIDE THEIR
OWN LOCATOR SERVICE INDEPENDENT OF "NORTH CAROLINA ONE CALL".
2.
UTILITY LEGEND
ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND
RIGHT-OF-WAYS TO BE OWNED, OPERATED AND MAINTAINED BY THE
TOWN OF HOLLY SPRINGS.
FIRE HYDRANT ASSEMBLY 3.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY
SPRINGS STANDARDS AND SPECIFICATIONS.
FIRE DEPARTMENT CONNECTION (FDC) 4.
ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED.
ACTUAL LOCATION AND DEPTH SHALL BE CONFIRMED IN THE FIELD
Q WATER METER
PRIOR TO CONSTRUCTION.
5.
BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY
►� WATER VALVE
TOWN OR N.C.D.O.T. STREET OR HIGHWAY RIGHT-OF-WAY THE
FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN; TOWN RIGHT-OF-WAY:
NV POST INDICATOR VALVE
CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON
DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION
VALVE IN MANHOLE
WITHIN RIGHT-OF-WAY. N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT
ENGINEERS AND OBTAIN ALL PERMITS AND ENCROACHMENTS (KEEP
❑ METER &VAULT
COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT
© BACKFLOW PREVENTER
OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
6.
ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
REDUCER
SHALL NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST. PRIOR TO
'-' PLUG
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADING
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE
0-0+— BLOW -OFF ASSEMBLY
CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
• SANITARY SEWER MANHOLE
BEEN GIVEN.
SEWER CLEAN-OUT SANITARY
SEWER NOTES:
m GREASE TRAP 1.
BACKWATER VALVES SHALL BE PROVIDED FOR ALLL OR
ELEVATIONS OF BUILDINGS LESS THAN 1'-0" ABOVE UPSTREAM MANHOLE.
2.
MINIMUM COVER OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR ALL
SEWER FLOW DIRECTION
COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET, DUCTILE
ARROW
IRON PIPE SHALL BE REQUIRED.
3.
MINIMUM SLOPE FOR 4 INCH & 6 INCH SANITARY SEWER COLLECTION LINES
----• WATERLINE
SHALL BE NO LESS THAN 2.0% AND 1.0% RESPECTIVELY WITH CLEANOUTS
WATER SERVICE LINE
EVERY 75 LINEAL FEET.
4.
ADDITTONALGREASE INTERCEPTORS TO BE INCORPORATED WITH PHASE 1
----------------- UTILITY SLEEVE
CONSTRUCTION DRAWING SUBMITTAL.
5.
ALL SANITARY SEWER MAINS SHALL BE PVC SDR -35 EXCEPT WHERE
SANITARY SEWER
CONDITIONS WARRANT DUCTILE IRON PIPE IN ACCORDANCE WITH THE TOWN OF
HOLLY SPRINGS ENGINEERING DESIGN AND CONSTRUCTION STANDARDS.
SEWER SERVICE LINE 6.
SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF
-- EASEMENT LINE
BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT.
WATER NOTES:
1.
WATER MAIN TO BE INSTALLED AT A DEPTH WITH A MINIMUM COVER OF 36
INCHES, WITH 24 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER
UNDERGROUND UTILITIES AND 10 FEET HORIZONTAL CLEARANCE FROM ALL
OTHER UTILITIES.
2.
PRESSURE REDUCING VALVES SHALL BE PROVIDED IF PRESSURE IS IN EXCESS
OF 80 PSI.
3.
ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA
C150 OR C151.
4.
SHOP SPACES WILL BE CONSTRUCTED WITH 10' SLAB LEAVE OUT AT REAR OF
BUILDINGS FOR UTILITY EXTENSIONS DURING SHOP UPFIT.
EASEMENTS:
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATED IN A 20' WIDE PUBLIC UTILITY
EASEMENT. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH 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 HYDRANT ASSEMBLIES SHALL
BE LOCATED IN A 10' WIDE PUBLIC UTILrrY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS
OF EASEMENTS.
2,
ALL PRIVATE STORM DRAINAGE PIPE WITH THE EXCEPTION OF SERVICE LINES TO BUILDINGS
SHALL BE LOCATED IN A 20' PRIVATE STORM DRAINAGE EASEMENT. SEE GRADING AND
STORM DRAINAGE PLANS FOR LOCATION OF EASEMENTS.
3.
ANY STORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE
SHALL BE LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
a
� N
Z z
w �
zz
z
E
• a `
w
zW '
z � a
E-
E -4 E-+ a x
w W
w 111
z
V'
z
w
,,111111111/l"
0 CAROB
AL �
T
z z
w z
o �
U O
0 0
Cr
w w
a CL
> >
w w
z00
0 00
� � o
r
N N
a a
F'+
a w �
w � �
n4
oz
.-a
re
H
E ­'oH
aA
z
W 0-4
z xo
o
tW
W
a -
1 o w
� CL4
/v�tw
yGV
WN
a
W p
� x
W
A
PROJECT N0. KRG-08020
FH.ENAME: KRG08020-U1
DESIGNED BY: —
DRAWN BY: SRW
SCALE: 1 u=40'
DATE: 09-29-08
SHEET N0. C-27

I IN, "I zz
I\N
I II IN I I I'll,
N, If N, I
NN \\ X\\\ I�ll A\�
N,
0, N\,
I N�
'N IN
`NI, NN,
iliN k� � iil� it
I ill If I
6 x\ N, I I ill \\Rm
I I I I III If
NN f fill It, /I if I fit I I. z
It x
�N I VN
N, IN
\
N\ It lilt 11111,11, 1 11 1(
III, fill I I 1 11, 11, Ili I I III I
\I\ N\ \I N, till IN k IN, N,
NIN, N, \`N
I lilt III I
0
N, I) If
\v I I iv, \N N, IIiIIIIII Ilill;16 �j '%vNR\
\V\`
\NV 'P\, NAI \X, I m
NN
NNN\ N,
IN
\\NN W XXI N \N Ik I NN i I N,
N\N" V \\I I\,\
V
N, I\
-, �,� \ \\\ \1 N I, I I to V I I
It , N, I N,
\\I I N, N, I If I
w V11 \ N,
\,\�C\\��N\NNN,\\\\\\\
I IbI'll it It N,
'N o�
III N�\ Ill J, J, 11 f
0 ItIll"i. 31-1 N
N, IlIl�ljjlill liQ11illill III I lilt I I I I I I
Ili I) ;I /
If I illi, I)iN 111 1 1
N, N, - \ 1, ,- v '// ) I I I It\\ IN\ t r
I ili, 5 it N
N&O If If I�kk N I III k I , - 1\ I I
i�l�jlll I t I 'Iti - I :�/� -1 1 \\\\
111,11I, J/
ON it IIIIIIIii till' I I NN, I III ',,I\, Ilk 'N
\I IkIVIA , I"�' 'I it NN
kiII III It,
I I lit
4,\\ IN, ki 0111ill I ii I�� I " ` Z/ ... z N, N, \INN
iiii,lil III 1jjjl)ljj\i1iI, I /I I I IV \N \\\I it, ', Ili I t \�Nijl�ljk i, I t i. t k Ill, I Ill, V
N \N' \\' %" �l 41 111,[, 1 l It 11 1 .,,/, / - I --, Il" I
, , \ N il-I I I I i Vl,NNI1�111p it qil III IN If
m \\,� , 11 It N N, N
N,\\\V NN:\\§\ it lnl�f
VA1XNN*\N x\1 111 11,41111 11 1 Iiijil;j I"il'Ab" I 11,1VIIIIII) IIN iiij\ IN k I
111"t " , I I I'llitillij,
0, fill 11, ill 1111 Nl 'N
if I Ill N I Ilk\ I
\IIIII I it \\\U V
flill \ I\\\\\ \,N� N,
oA\w OVNN \0V\.\, I N, "I"",
If I)IIIIIII I W,11 I Ill 11, 1 1 Vil� �Akkll I- - \ \
11,1111 I!jIl1jII1j,fj/ I -, N it
NNv,�\\NNvm,\\N, Ill l-- -- w If I If I ( 1. 4 / N
1111 1 If III
Ill// it,
I k 11 Ili 1 1114111 1 NN
< N,
\11N" \NV\A\' 'xNN\ I \W lill
I I I j;jIll II(I'l II'Tlil I -J'//// lilt 11111"011"I 'I I Iiiiii,l A\ I ill I
x INI 1 11 It fillf I 10I, I
if I / I I � � � i \ I I � k I\ It IN N,
111/1"ll 1111 kikiWIk I v I
lit it
jp)ltV\jki' N\\\\\\,
\nv 11111, 1 (Ifli I I/, It I fill I f I NN,
W \V iilki� i'NNII\
\\\v-\ \' -mll Ilid fit If I I f
V)/J/ Ill jillijill IIIIIIIIII kit It
J, I� 0 x \\z I Ill ifolf Ifitil if If
1 '111 III'lliplIl / - - -" \' I - ,
17JIll )IfI)IIj N6 'N I W11 I I till it -111111 11' 1 1 1 f
I I I I )/'/It fill ill, N`N\ W
/-//,/I it ININ \\\1V\k It' I 'j\ \N, Nj o
N,
0100 `NN N,
N, k I I I If 11, 11 \\ I
ll� I I KN-., N, wz' t I INN\ N:WNIA \v \ v I I I P'I '/-I jkIkk,
Ill 111, 1 NN\V It, �jl I
iiN I I
Aliq N \, , \ , il I 'I I I \, w I,
`� ill I � �,: �\\ \ I ,
Z � i I
I IN xw,\-\ I l I I I
\ \
if, J, m
t ov
IN I / I \, N,
VN� I A\\Q- v\ I it' j\,I I If I I I
lilt z
I'VIV itol
ltQ111 Nw N,
1p% ".1 MY V t,"If, 'I I I
k,i I 'lliflij\
I'll x kNI1 N // ////// 11 1 \ \ ) \ I
-- --\ \\\ I JJ vI I"
J.
L
N if I 11111"IlIt'll it,
I Nil
J/ I it A I I, I I I\\ \k W k -J
x vNAW 0111ill -
)I -11j. It, , \ ,
It' w III\ lit It / V/ // I I I , I /" - " \ \ \\I\\ I "
N, V W111 V.V\
\W1 \'i'\
X\ \N; //V/// III/
it \,\\ \I \\ NN I I I I� I f
Ivi'l-i'lNI w, \ \ \ x \N,
j) IN,
)"111111,tv \V�Nl`, I, xN, I I ( " I - , ill, /I I/ -
NN,,N ))'it I It, I Ill\ N \ \ I I it i'\\j v o
IN \ N, \\\\ \ \ \ it I )II , v I I / I- \ I\ V\ , N
if IM �Uxvl 11.1\1\ N1 V V� It I \X\\\ N,
-4 1
I Iv,\\\ �X N,
'X 2 It I I - - I I I
-, X
0y N, N\ NN,
ill p \`N\`NK\-�-',l�/--\\\`N\', XNN,
IN
If
I , I - ` - --- ill I I - , - V -I v
1�z I' N \1\\ '�4 I fJ11
101 NN \\\'N\� \ I - -',;IpI1
,wv 'v
N,
"It
'N
/,RIli/ I 'lit 'It
\ \IN N, 0 1
N,
will, L
N, \N. lil\ if fill vI, ill. I N,
I f lit A� It I
it I
oa It hlit/,Ill
lit V, LEGEND
NN\V , I 1�1
X�
7 V\ Ir
IN- NN\I'k 1, \,//,/,/IQl, k
v \kk� 11 It'I I, Ili 1,
41 7z- N, \1, V, I fill I I 1 11 1 11 4
I I flfl' 1 11 1 1 1 -- - 'N
f
X
V -i 4 Vl/ fill' I I I I k
N, N./ .4111 r -41 1 l I
V/ /W Vy V LI,
-`J/111111111JI , I \ 11111117(iliqlZ - \M1 W N, I N,
:Z, - - \N,
- H -0
-z� it I] T
I
Id 11, 11 1
\N,
IjIf 11, -L -1 1 1/ -�- � momom
N, N, 1 1111 -1 y,�N NNI. III I/ \1\ N� 1\�\
N 7 �AK INN
)''T N\\\ PEI r Al
\\\�\\\ NN 0M\ N, \NZ \\\\\, )I I ( t
I l, 1 1/10/111, "1/ 11/1 N, k\ I VIVN,
U1
M
N' 1, 31 x I /li)J If I J, V pt, ST4N NN
7,47
il I'll I V V \NNN\ �\tNlN\V I V\
IN V- I I \AN,
V IIIV-/ 49t, , ////)ill,
fill- I� if b,
Y it I V\N,
N Will- WI x- It
/NOD
y N\ \\, v / /
it (1-K Is
NN I
NNW /p//q "lli'lliff l/ I- //I I i"ifix J
0
N,
I 'N w I
I lit
P I N,
'N Jill I I/ N
\\�x If
I I 111 1 / i - '\\"A N, J,
\,NNNNN\'��\\\-- itIll -k N,
\x
W
Wit -It J I lilt
NIX I, I I I I' I I' ft'<
N, fi I I i, - I �,
y
N, -il It 0� .10-1 lit
v, IiiiIj �e- I ( - - - - I I I I \ I N,
I v �- 7- - 1, � \ \ \
IV -&
fill N' I N, N,
I It NX I I N, -7-
it Off I';;;F/
N \V
V lit lill"ONN I
Zf 'I N- r �Vl j
4/// 111111itlill I l, 1 4'1 Ik-1, I ', J-/ I I N,
-�ol��"//I, I I \\m`NV v N� \ 1 1 1 l, I "N
I I I \ I I I / - 11111 \ \ \ I .. //, , IN I J b -�w - , \ \ I \ \ \ \
IVY ''I "it - /I j I /- "I =�� ��, "/�� 1�, /// I ) N, i \ \ I \ \ , -
//I '/I fill N,,-- \\ \ , I'/' � " -- x;-/ L v
if
ki I I p - - - - - -
N, J,
Tl v If
It
W V,,
'It !,\\\\ \ \ \
l f 11,1p, I if v , , , , l,'f \\,Ax\\ k, If I,
\1 V \ \ \ I I , � \ \ \, \ , \ \ x-- I N,
N,
N, I \%'I I I V k
/Z \NN1 11, IN t
\\WN,`N, N II
A
0 \,ll \--Z, , -�\ 11
j I - I, I / \\ \\-,\, N� \,,,> - ') , , , I , / '') -,f � "JI,% it I I / I I I, '\ , � \�
N. N I T01111 I L �lltin, I
11N
7/ - 'I, - I I - // ,
0
V I (I Z,��
101111 N,V\ I -Z3, f411 1
"N
)/1/ 4 - / ) I\\
I IIIIIIII/tr/ 1\ NN -At it l
It vi, I� x
N,
>
I
N,
'\, � I I / / I 1\ I I I Ili 11111111 11 \"/�/ / \ V - �!� = 1�-� - , / I � -- - -, - - - I --7-7�- -�� - - -, I , 1\ \\ N,
>
ROAD
I'lli IN I
'N
Y, IS N(Ng$'1111�
tt
J 1)
IN
- - - - - - - - 1 -71 IKE C�- N
IN,
It Kill T
fl
WA
k-1 'A IN
PO
"0, 11,1`///,/�,
N, 1 0 k- "//J)
-1, \-- \
V`N' NN I I Ijilill -, /I I �
IN v
I IANDF�JL-
'N
IN
V I /I I I I r - I'llif
)� I I l fill' i.
it
\V
N, a
I y/p/ `N\ 'N -,\ \ \ \ \ ,
--7
N,
Am
N, - - - - - - - --
iMM,
Ne
N,
ft I V.,
I INNNQ,\\
A- It'll IW
N
IN\
�-X
Alf
N
V, It V6 \N,
') �, ) I /j, I , , \ � 1 1 1 'l, \\\ " r-- I , N.
V \,I\.\
//z _0, 4'),
Y.
fill' N��fj --
I I/ "Il",3 I
I\ -- 1\ \ NN
x,
ir Z/
'IN,
N'
f IN,
V
If/ j I l I I I I NN
/ N I ./
k 'N V N,
X\ - - - - -- 34-
N\
v N,
NN 'N
ii Jill) I 'N
\1 I/ I N,
'AI I IN N, I /// N,
T
N,
__p
-1/11 N,
'N
J/ If
L
7z -
N I \N, N,
N,
f \n N,
t*,-- 7 N, Jill
N,
A\\\
it I I I
-4;0
- - - - - - if
0
SEWER BASINS FROM STUDY BY SPAULDING
AND NORRIS, PA DATED 11/6/07.
SEWER BASIN DESIGNATION FROM STUDY BY
SPAULDING AND NORRIS, PA DATED 11/6/07.
SEWER BASINS UPDATED BY THE JOHN R.
McADAMS COMPANY, INC.
SEWER BASIN DESIGNATION UPDATED BY THE
JOHN R. McADAMS COMPANY, INC.
v N,
o
\\N\\ N,
x
'X
N\0 k I I
%/ I
f I/ I/
%N,,NNNN'N,N,,N,`N \1 l I -N- IT 'N
, '\'- , \\ I I I , � N
/A
4
t\ it
\ , ( - 1$ 1 '1� � I I% I I\N
If M' N NN )i N
Xio IN
V �V N,
7L
fit
N
V/
INN
it to
r
f -f, j -j
N,
V T
\�Xx\� -
t , \0 �\� -�/
N,
NN\
NN It N,
N. L /I
7"' -177-- l- --T,--V, -
\\�\Atll 1 1, N,
N,
V\ J 'N -------
V -N--F rTn I rrrI
If f
N, v N,
A N,
I N, N, N,
v" N, �`--7-7777-7 0 NN
0
7
vN,
%'l --it It
N
--0
7/ 77
A
If N, -V
it- \W -
w N,,
If
W N,
II0 N'
N,
N,
0
f
I/ < J,
-Z�L �Zz IL't
//V A I'V
-A'
-A
-7�
Q, -Nx- NNj
It
-Z
Z_ Z7-- 11/1�
-Z
-Z I I- N, I I
IN
`j
Z7- 'N
-4
N,
It
/Xlw I
It NN "N
0
- - - - - - - IN
N,
N, ljjj� I ir //// /
N,
---------- A -
/V
v
N 'N
P, l,l// I I
J,
NN
IN,\
'N
\NN
IN\ I N,
N.
N,
_1 , , I I
I
% It N.
I I - ---\\\ I/ , I,, I ,,- , \ I N,
It ,R I
v\ N,
N,
o
0 0 VN, N N, I 'N \�f
N,
N, N`N' N
N, N, it/
v \�'\, � I I I l \ //l'/// / If
\N, bz N, .1
N,
v
N,
Ili, v/ I
ill if it It
N,
N, - - - - - -
0 N,
N N, N, I,\I/ N,
0
I \N, Q
I he //p 'N
\V
NN
NN
It kj - -----
0\N\-�\\
-mill
GAP,
uOU N, N I I I
`N- '01 N,
AI Ik\\
P PLl C
it I
N, N, N,
4- NN '\
N,
I I If
I)Ipj W-111 Ilk lt�
N'-
l- -I - I 1\\\\ N,
N, ii kiii, I,,- -\\\- / I \ i N I) I
'y
N,
J k,
J, - - - - - - - -
N \ - N 11 INI, N,
If 'N, Nil
-:7
/'///I I \N,
I I N, 11 lilt I -- - - - -
N, I Nl,
- -- \\\ N, 'N N,
N NN
N, it , � I I I I I I I I,- -�, , , \ \ \ /// --- - - \-- \ I �Ill I \ \1
'N' i \ N, NN I N,
IN& 1) NN
o" I - - -:�- -,:-- - -, I -- -,, , - -, \ \,_ - -, '\
,z- -- I IN
lit Ik N,
o
0
it N,
I N, I I I it //// I, _I IIII
- - - - - - - - - NN I ki, N,
Ill lit 1\\ I
N,
N, N, 'N IN\
N, IjIlIji J
0
..1
GRAPHIC SCALE
300 0 150 300 600
1 inch 300 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
E
Z Z
z Z
=0
It
E -I
P4 0
0
P4
1`4
kM
z z
z
E-4 Co
Z
z
z
0-1
<1
0
Z
C)
Z
0
z
z
�r- Co
0
u 0
: g
A4 4
PROJECT No- KRG-08020
FIuNAXE4<RG08O20-0AU
DESIGNED BY: -
DRAWN BY: SRW
SCAM i "=300,
DATE: 11-12-08
SHEET NO, C-28

MATCH LINE -SEE SHEET LS-3 ~w~~w~~~~~~ ~~~w w ~I~ ~~~~~www.w~.ww,~\~ww~lO~~~~~t~~~~~~~~~~~~~~~~~~w~~~~~~~~~Ow~~~~~~~~~~ww ~ wow
x z z
\ ~ i ~ ~ REQUIRED PLANTINGS FOR PHASE 1 OF NEW ~ ~ ~
\ ~ ~ \ ~ °k x X. I HILL PLACE: Q z z A \
. A \ ~ I ~I. 1 A % ~I. \ \ ~ ~ x I ~FOR~~ A U ~ ~ ~ .
i ~ ` / \ , I ~ II \ ~ I ~ \
~ ` ^ ` ~ ~ \ \ \ ~ (11) QUEP LOG1TICt~ OF > FOR ~ Zj ~ ~ ~ :P \ ALCNG BrPASS 55: 8-75 G E-'1 W ~
~ ~ ~ . \ ~ ~ ~ x • . ALCNG T~-bROUC+Fw~ A u-75 I A11XJG COLLECTOR k A-20 ~ U~ ~
~ ~ ~ ~ STORMWATER PLIXJG AEW HLL iKND: B-75 (A FORiICN OF THS Bi1FFER HAS SEEN RmU.ED ALONG L0T1.
~ \ ~ ~ \ ~ ~ ~ . MANAGEMENT FACILITY 1 QED NFERE ThE RECUCTiON OCCiJfZS, ADCffICNAL LM1r.6CPPE H4S CfE7V • ® ~ v SEED % I ADCED INTO TFE PA1~9NG LUI} ry H ~ ~
\ \ SEE SHEEP ~ ~`~'`1.. r,r. ~.y - ' NJTE: BUFFERS ALONG E1rPAS5 55 AND TI$ UC+fARE (FOR F1i45E 1) Atd: 50 FEET IN NADiH AND ? ~
~ ) ~ c:, a~ _ MEf 1FE PUJ I~QUIf~#Nf CP TFE B-75 BJFFER Tii~;Ua~lOlJt TFE LFTJGfH OF BOiH SfF~EfS. ThE P~JJ ~ ¦
~ - ~ . o.~v...~ SOD , _~a IS NET 1hROUGti A DE51GtJ7J PAT1F}21J OF Tl~, SHRIiI~ PAD ElEUATICN G-WVC#S. BOiH BUFFER5IMLL E3E
EX S NG WETLANDS ~ SIMLAR IN SFWPE PAD PLAN11Nw TQ ENPI.14`,TZE Tlf FfPoNETER aF t•EVJ HLL PLPCE AAD ACCQJTtkIE 1E£ ~ ~ ~ GY, - - - - - - - -'1 4JfRANCfS IMO TFE SiiE AT OOLLEOTOR A PLEASE SEE 11-E 8-75 E9JFF~ER EXMrPIE FC~2 PgNiS AAD ¦ a ¦
i \ ~ ~ \ i AREA (TYP.} t ~ ~ ~ ~ . 1 FiAM SPEgES. TFESE BJFFERS WILL ~ EURfFPR CESC~D AAD DETNLED AT TFE TiMa= CF ~1TiJC110N Q a ~ ~
~ \ L ~ CRAWIN~. W ~ 1
v ~ a ~ ~ , X \ . . 'z - - _ ~ = - -z TFE A-20 EQIFFER IS 10 FFEf IN WIDTH AND MFfS THE PUJ ~Ql~f~lT OF 20 TH~t.GH TF€ USE CE ~ z' ~ ~ a / 1 A FORNWL ALLEE FROM GAE EIJIRMICE INTO 1ff SIiE TO THE O11fR. TFE LMDo'"CPPING FGR TF15 E3UFFER W ~
v ,-;:r. /E _v~ - EXTQ~ 1HE LENGTH CF COUECTCR A TO TEI4ANATE AT 80TH IMER~Cflanl5 WifH BYPASS 55 ADD FT) ~ ~ ~ w
36' CAPE FEAR RIVER BASIN \ ` I ~ ~ \ \ . , STREAM BUFFER, MEASURED A - - - ~ ~ ~ ~ ~ A, TIiGRCUC,iFARE A F•I•) _ I U ~r . ~ . ~ I A PCRiION CP THE E.fFER ALONG ANN HLL fc~D WILL l3E Rim TO 30 FEET ALONG LOT 1. Vl-E}~ IT ~ ~ ~
30' FROM TOP OF BANK, \ ~ ~ ~ \ ~ EACH SIDE (TYP.) - ~ ! I - _ U ~ FETJAlNS 50 FEET' fT WILL MMO T}f INFER ALOAD ENPASS 55. 1M-ET~ TFE SUFFER 'fR+V~(11CNS TO 30 ~ ~
\ - _ - ~ \ - - - / I FEET A ~MLAR PLPNTING SCFQv1=1MLL ~ UfIUZID IN A SM4111ER A1vgUM OF WIDTH TO MEET 1i-E PW W ~
1- 1 - ~ ~ PROPOSED PROPERTY ~ I 1~EQUIT~If CE 75. SINCE TFE Bl.FF02 H45 ~1 f~DUCED, A BEfW WILL ~ ISED IN CFRTWN ACAS (s/ W PLCNG Ti-E PfRINElT32 OF TFE SITE PAD PAfd4NG LOf FiANTINCS WILL EE IRCI~ASED CN LOT 1 A^D py
LINE ALONG CENTERLINE ` ` C ~ 1 ~ I 1}ROLGFDUT 1}f CENiQt SO THAT TFEY AFE 2 TiN£5 ThE REQURF1JQJf. ~
~ OF STREAM ~ ~ ~ ~ ' : ~ ~ ~ ~ i ~ A ~ ~ A. ~ I R~I,IRED F~RI4NG LOf FIJTMIN~ FOR PF~ISE 1: z
1 ~ i \ ~ 1
' I PAf44NG LOIS SHOUD INCtL1)ETFf FOLLOAiNG: ~~ttttrrrrrrrr~
~A 1 1 IM>JBOR lWv1~PE ISLPAD F1)R ~f 10 SPACES OR o~N4110N TH~Cf: ~~`~\,'~~~•GARO!'~~'~ (4) MISL x 4 I IMEGRATED CENtER PAl~NG 2011 SPACE ; ~~.'~j.NDSCgA~ /y~~
- ~ \ ~ (99) ILDB \ - (s)`~~a~c 3) ~ \ a (4) ACOG INTEGRATED CENTER RECURED: 201 IStPADs ~.~?,~0 vL' (1} ILNS I INfEC•RATED CENTER PF;U~1Dm: 268 ISLPAU
~ PROPOSED PROPERTY LINE I - ~ ~ _ - -
_ A - I I - - " 1 (MS NLivffR ExauC6 TFE C1NfFAL PORTICA~ of TFE PfDESTFdaN NfIJlAtJS oaVNEC1INC TFE ISIAN~ 1050 I
- ~ T j/~)/~~~ c \ . ~ ; r. _ - w-... 1 AND Oll-ER AJ~AS A110Ai1~ ACOf~ONaL PLAMINCS A51DE FROM ISLPt~}. ~ :;~d
YV i ~ ~ I~`".,.. ~ ~F7 RAP 'wx _ r..~.'. _ . - - - - - I T~T~ 4 SHE SOD - - c - - - -
. - - ~ ~ \ SOD f - 5~} ,LIRD ~ SO I I - - _ - - ~ ' • ~ I I Tf~ES PAD SFfil.9S T'RwiCfD: 1 2 TREE, 4 SFRUEiS ~r/~~/+N~H~ t~
, , ' (3) THUG (3) THUG (3) THUG w' . ,:A SOD \ ~ I I __TT . ~~-T_ _T . - ' \ . ~ SOD ' I (SEE I.AADSCAF£ F'iP1~ FCR FIJRii-ER DETWLS ON FICwM NE M:Ef PND/OR IXC® THS I t t t ..,.F.~..,~.w., x: _ - I F~QLNFET+EJdI: IN AADgTIQV A o~NAT10N TFfRECF' FOR CRFATMiY IS ALSO SHGNN).
' (3) PAPF , - ~ ~ 1 ` 1 1 ---,,T :,aav:.: _,...,__o.. >..,,..u ~ ~ 1 1 M3YPN FOR 100 SPADES AAD 1 FOR E1hRt' x.10 ~A~S OAR 100 SPPL'ES
' (10) LORC 12 LORC ~ ~ \ ~ ~ \ ~ I (117) CARR _ _ ( ) 4'-~' , {6) ROSR \ - = (7) JUNC _ 20 URD ~ URD \ \
. ~ ' L~'C ~ - I I - Ur/I ~114~ ,1111/ 1~1 I~ ~d114 ,+tN1,r \+t r!i_\+III/// \+tlll ,j:.x ~.''yM; IJRD - - - - \ \ 12)'I LORP a I IMEC~A1m COMER PA}IMNG 2011 SPACES
(20) ITEV - s,,; ~ % ~ ,~f'"''"t;'= \ ~ QUEP {1} QUEP O. (1) QUEP (9} ILCA 10)YtOSR ,~4+•:`'"• IMEC•RATED CENTER F1:Q I MIXa1JS I~QLIF~D: 2011 (1/ 100 SPAC.,fS + (2011- 100-1911} _
' I 1 ~I P 'I ~ ~lilll,, Illlld~ '1,111\ ~ 'rrry1P\ %g1111+'irl1, ,~.r1 ~ 'I; \ . 1 ' I \ ~ ~ (14) RAPI 0 (14) RAPT (14) RAPT (3) JUNC MULC ~ <; ~ f x : I 1911/20(} = 9 MIXANS f7EQUIFED PLUS 1 - 10 I~QUIf~ED. F
• ~ uRD (20) LIRD {3) MISL 1 INTEt~ATED CENTER PED MIXWJS FR0~4D@ 10 (TI-1S INCLlD6 TFE C1TIfRaI. CPRJ SPPCf AS A ~
I ;I ($0) CARR ~Q) , \ (20) URD {1) LAGN \ ~ j, (z) LacN / - _ ~ PEDESTRIaN ~N~rICN AAD arlfR LEI~THa,ISE corr~cna~s TH~uaicur TFE PROJECr}:
\ \ (1) MAGD \ I \ I SOD / SOD / PLAAS (~QUREU IN N~N&: 1 TF~E/40 fl; 5 SHRUBS ~
\ I \ I, , \ ~A I ~ 1 LAGN ~ ~ S / PLANTS Pf~1CED IN kfDIPNS: SEE LAADSPPE MI~PNS FOR DU~lvPI.ES.
I 7 LORC\ O 11 _ ;rr / SOD , ~ / / r ~ NOTE: PA1~4NG LOT PiAM1N~: PAk4NG LOT FLAMN~ MEf PAD/CR EXCEt~ TFE 1 IMEFdCR LAADSCPF£ ° • ~
~ I , P„~ ~_~R (5) PRAK ~ v(b ~ 4 P \ t I (10) ILCA v ,3) '~eRAx v ( ) v I 1a ILCA I ~ ~ (4} PRAK (1 } LAGN ,4 / ' ~ " . IJ.PM FOR E1~ER1' O SPACE CR FT~iION AM iFE AFN CCOE REOLIf~r1ENf5 FOR TFE ~ a (1s) ~LDT9 I 1 TFEFEOF
\ ~ \ I I y.. \ SOD (3) MISL ~ . FIDQTFdPN MEDIA. PE1;ESfPoAN IStPADS EX(kED TI$ MNM,1+4 WIDTH CF 10 FEET W11H 5 FOOT 9(~ Z O ~ (95) HEf~S I IN AlJ[XIl0A1, Wlff~ LPA~APING IS I~GUIf~D TO ~ DOIJB.ED TO M~ LIP FOR TFE EI,PFER REDUCIICN,
~ \ ~ \ \ I I . I ~ r , (3~ CARL ;F` ~ I IPNDSY.AFING H4S BEEA1 DOL~.m: Wi-ERE 1 1FgE AAD 4 SFRl,93S IS REtlUFED, THAT H4S ~l INCR(A~D U~ .;t:; ~,:;z": .f;r„~. J '(0 Flll-ER 2 SM~1J. DECiDLbLIS TI~Ea AAD 8 SHE OR O1}fR OON61N4TION T}•EREOF. FL11Y CETWLfD ~ N
, . `1 ~ \ \ I so I ~ ~ 1 1 \ \ x F~ - ` # LPAD~APE PLANS WiLL ~ PROADm FOR 1FE M7XA AT TFE TINE CF CCI~TRUCf10N DT~rW1N;5. AT TH4T W .'a. ~i.., <.; (15) HEMS I TINE, PW GO;1PIf5 ARE SlB.1ECf TO 01 PAD OR SHFf TO MST AND/Cf2 IXCEID Tff FEQl11RfkIIJIS. a'i Q
~ ` ~ ~ I REA -
~ ~ ~ I (50) HEMS ~ ~ {ta} ILCA SOD ( ~ SOD ~ I 1 I~UF~o ~t~nanoN PLANiINGS l:tR PFbSE 1• (7) LORC ~ (3) CARL ~
(1) LAGN I E I
~ \ I 50D 50D (1} L4GA{/ / ~ (16) ILDB ' 1 ~ LOCATION FRINksR( BUU~N~: EACH SIDE PAD FILM ~ W \ j I I auT1 ars: FT~L7df, DoE AND r~aR (SEE ATE 5 ~wj a W o
~ \ I I soD\ \1 I
I I \ ~ `I I - \ ~ I PW Ffl^iVI' DE REQUREhENr: 20 F101Nf5/ 100 LF ~ ~ / / \ (3) QUEP . • 5OD , I a PW FRCtJf 9DE Pfi~IDED FROM AAD SIDES CF ~11LDINGS F FkCM 12O-LF ~ ~ Q
\ I _ ' I 1 i \ ~ 1 I (20) CARR \ ~ (2D) C~RR (2D) C~RR / / \ ' : ~ FOR ~,1LDING G (FRONT) TO AFfi~XINaTFIY 400 LF ~
\ \ ~ ~,I~il ? 2 LAGN I 1 UEP ~ / - ~ ANCHOR 1 F1~NT) AND APF1i0k]N4ITELY 70--300 if ~ ~ / A(sD} LIRD
O (}a \ t UE O ~ ..~..w. 1 E~ ~ >HE ~ ~ Q ~ / / ~ ANa~ 1: a ~ o . /
\ _ 'I / ~ (3) ABEM {14) LORI 14 1' I \ / M.cH ( w µ I W 1 FRONT & 2 IDES: Q ~ /(3) ABEM ~ ~ .I FRCNf f1EQUIRID: 405 M = 81 PW
%'~i!";; I (6a) URD ~ \ 4 \ a (20} CARR CARR\ ~ \ ..„~w....._.. M L.r . )CARR , / \ (1) MISL ~ I W FRONT F'RCMD@ 43 I~ SFRII~ X 1 = 43 T'lN ,,,a ~ ~
30' CAPE FEAR RIVER BASIN ~ { \ / ~ ~ / / (2} LAGN _ ~ 81 ~ SHRUBS X .5 =40.5 PIN t„~ ~ (7} R SR LORP 1 8 Svtn11 CfCIDUOI~ TFEES X 5 40 PUJ ?-t W ~ a
~ ~ ! t \ i STREAM BUFFER, MEASURED % I ~ ~ ~ \ ~ - ~ TOTAL FRONT: = 123.5 PUJ ~ t..t ~ r / \ \ 8
30' FROM TOP OF BANK, I EACH SIDE TYP. ,+1 II } (4} LAGT ~ ` \ \ ~ rw, seE {r~rH} F~au~n: Sao LF = ~ Pw ~ x ~ ~
( ) 111 ~ k ~ ~ \ 1 ' I AIDIC~IOR % (20) CARR ~ ~ (10) R05R \ 11) LOR dry SiDE (MH} PftOr1DFD: 52 LAIC SFRUBS X 1 = 52 PUJ 'Z \ I ~ 29 SNALL SHRUBS X .5 = 14.5 PW yW E
f ADDmONAL SCREENING % • % ' I ~ \ _ (I 9 LPRGE E1J TF~ X 8 = 72 N ,cam ~ I,,,~ ,
PER C-150 - 300 : 1 } 1 2 LAGN 1 (1) QUEP EQUALS 450 POINTS ~ ° I O (~R, _ ' , %I 128,114 SF ~ LV1 1 (iQ CARR 1 MULCH ~ ~ TOTAL SIDE (NTH}: = 138.5 PlN Q Q
i (3) ABEM I % L,wr (14) LORI O LAGN 1 \ (1) EP (so) u I I 5DE (sTH) FEQURED 33o LF = 6s Pw ~ ~ ~ Z
F I ~ ~ h.; • 1y11 I {so) uRD " 1tj1,c % .11 ~ (20) CARR ~ ~ (3) ABEM ' SDE (SIH) PFS.MDFD: 47 lAf~ S!-FdJBS X 1 = 47PW ~7 Q \ (3) MISL ..:r, ~ S D ' a I W 34 SMN1 SFfc'1JBS X .5 = 17 PW z x
~11 ~ , I ~ , (14} LORI / ~ - _ A ~I ~ 14 LAF~f E4fft~fN 7F~ES X 8 = 112 PlN ~ a / ~ '(ia3 QARR ~ / (32} ILDB ~ a TOTAL ODE (sTH}: = ns Pur
1 , {17) VIRP 'eu {102) MULC I - ' J
% ~ ~s,.: ~ I ~
I 1 I ,pl I ~ / (20) CARR 20 CARR - x
~I /CARR {6O) URD I MULCH + k C~_"~, NOTES
t % ! I (1 } auEP - QUEP (2) IAGN G~) } QUEP :.`^z 1/ FdJ~CATICIN P1.MMNGS FOllt~1110N PLANTS MFf Ttf LOCATION ~1I~5 FCI; PPoMARt' B..ILDNGS
,a,,,l E I _ _ € (3) ABEM (14) LORI (14) LORI (2) LAGN {I~QUF~ EACH SIDE APD FROM CR AN AGGREC•aTION OF PLANiS W1fI~ DOORS MD PET~S'fPoAN ACAS E` 4) LORI (3) ABEM .f.` ~ I I ~~~11 M4Y NFID TO ~ PLAN). PLEASE 11EFER TO ALL LaAC>~?PE SFEETS FOR TFE PPoM6R~' DWu~tES ~ TI-E
40 ILNS „ ( ) (60} URD I '„111 , , I (20) CARR 20) CARR ' I tt-I FOl~fl4TI0N PLPMNGS. FULLY DETPlLED L+V~'PPE FLANS FOR EACH FCUALWiION AREA'MLL ~ PRRCMDED AT
% 4 - - - - - I - - - } CARR - - - - - - ~ I 1 TFE T1NE OF OIXySIRUCIiQV DR4Wif~S. PW CCt1PlfS AFIE SUBIT:OT TO SHFT OR CHANGE TO MEET THE FEQl11F,Eh4JTS. OUILOTS fOR THS SiTE WiLL I~ DE5IC~ED AT TFE 11ME OF THC6E FUfUFFE CE1rEL.OFMENT
uq4 a I a , ~ I -'~T) 1{Ld~ - I PLPI~. ~MdR( BULI~NGS MEET TFE 20 POIMS OR N10f~E PW FOR. EACH 100 UPFAR FEET.
I 4 ~1 111 % : ~ (1 } (J,GN _ _ I I - of : ~ (6) ULr~ I - - 2/ PJJ_ MEgfldCPL EQUIPMM N~ILL ~ SCF~ PER TFE l;<lR W
,u,o ,u~~,lu (11) JUBP - - - - - - - - - - - - - - (1j IAGN - _ _ HEMS I1 r 1
R.1 % ~ ~ ~ ~ ) " 10 ILCA I SOD (3) PRAK ~ ( ) (10) ILCA SOD ~OD
~ ~ I (4) PRAK % ~ I I (4) PRAK (7} RAPT {3) -r,; 1 v ~ (15~ HEMS ~ I LEGEND a
~'!ro ~ I 1f 1 1 _ i J
:E I
nl 3 MI ~ r r, ,.:c,., .~:.v.,.., i..,.., . x: 3 CARL
'k ~ x,,11,, ''arl 3 THUG SOD - I
O (3} THUG (3) THUG (3) THUG ~ 1 ` / _ / I - ( I Y~"':x~ SOD ,~-,y ~ W ..Y x!' M SOD {1) LaGN I I 'Yki :~.~~.,.fy S 1 1 ~
,n,~i ,aln, % { ~ /
' _1 THUG {12} LoRC ~ / ~r {12) _LORC {12~ LORG E / I s D € ~i z 3 QUEP J^ ~ ~ ~ a
I x ~ ~a~ w
~ - / - s ~
E % ~ l _ I (20) URD 20 URD ( ) c ~ G \ % ' ~ M % % % # ~ 7) LIRD (2) IAGN (34) ILDB ~ - I I. x ~
- ' J ' a r3i MISLL- / 2 LAGN (1) auEP ~ I(1} auEP QUEP {9) ILCA
_.1(147) CARR {4} LORC (4} LORC -(6 g / (3) JUNC) I - ; (14) RAPT 0 (14) RAPT MULCH I 4) RAPT (3) JUNC %r ( I
f tea) uRD I / ,
_ ~ MULCH (20) URD o _ - _ N ~ - - - - - - - - / I - - - (1) ACOG r; I 1 r'l ~y
/ / I (t) ACOG {3) QUEP _ _ _ ~ _ / (2) ILNS {i) ACOG (2) QUEL (2) QUEL ( ~ w W
I 2) QUEL I %
~ ,j ``a. y ~ , } , ~ \ \ 3 QUEP v ~ `~,,t _ ~ ~ 4= ~ (1) MAGD O I 3 ILNS 3 ILI MULCH (3} QUEP 1 (3) ILNS " ; ) MISL i _ I
~ - J MULCH MULCH (1) MAGD (20) JUMP I.. a
z" ~ (1 CRAV
c0 \ ~ ~ ~ A'`.r ~ % /tt11 : y ~ ~ W % • ~ % ; 1111 ~ % % - ~ _~~Y % . ~ ~~uu, I.
,\lll r x , . 9) TERGI
s ~ - C F,~ ~ ~ r - 5 ~i II ' ,U4 i
•r• F ~ .r.. v a .e n s {2) ILNS + - 4 'r' r.; w
,x . (5} JUNC 5. ' r....4: y . . ~ . ;Y (36) JUMP ~ :a` {5) JUNC . PROJECT ND.
. - - .u.: {48) RAPT : "%'~''~Y` KRG-08020
~ x'3 F '1e. ~ - - -'SOB- FlA z _ u C m. ~
4 a _ , . _ _ vA ..r - _ , , 10 - - - - - - - - - - - - ~ - PII.ENAMEc KRG08020-LS1 ~ ~ . , SOD ~ ~ ~
-ts3-R ~ E . • ~ ~ ~ DESIGNED BY.
m b~ Ut4 L1ILV Ul: t)t<W SCAM -0
Two.
DATE: 2008-10-26
J GRAPHIC SCALE
SHEET NO. 40 0 20 40 80
NEW EXISTING LL AD LS
Y 115 f,. - - 1 inch = 40 ft,
(60 PUB - ~ LIC R W -
v PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION McADAMS
N 0
0. X

VL
REQUIRED__PLANTINGS FOR PHASE 1 OF NEW ~ ~ ~
HILL PLACE: ~ z z
~mu~n ass wR 1 A ~ °a ~
MATCH LINE -SEE SHEET LS-4 LOCAiIONS OF BL4lERS FOR PH'~ 1: ~ ~j ~ ~ ~ / A1.Q~ {'ASS 55: B-75 ~ 1~1 W ¦ v
~ TFIOf~UC+fa~ A 8-75
1 - a~NC CiX1.ECTgi A A-ZO( ~ EWi ~ a_ONG PEW Hll. F~kD: 8--75 A FURfIgV q= 11iS Bl1FFER H4S 6EIId REDUCED A1DNG LOft. ~ E"
x x Wig TFE I~DUCIION OO:XJRS, aXYllONal LPt~'PFE H4S EEEN ¦ a+' 0 ~
- 4I B a1DED INTO 1}f PARbNG LOf} ~ ~ ~ h+h
MULCH 4 ILDB -(2) ACOG O v \ ~ ~ NOTE BLFFET2S a.DNC BYPASS 55 AM TPE TNq~UGlfA~ (FOR FI-I4SE 1} AFB 56 FEET IN tMD1H aJD ~ r1 ~
1 (4) ILDB _ (4) ILOe (2) urea MULCH 4„, / MfT TFE PW f~QUFtArII~lf DF TFE B-75 EQ.PFER T1~~IOl1T TFE l~l CF 80TH STREETS TFE PW ~ a Ri ¦ 15 tifT TFFtgJGli A DESI(~ID PATTETdN OF TIC SHRUBS AN) ELEVATION q~WN(#S. ~ EL~RS WILL BE ~
~ (1) UlBO I a I(4) ILDB ( } i SIMLAR IN S!-WPE AAD PLANTINGS TO QuPIi4SIZE TFE FEPotiEIER CF PEW Hl1 F'LPOE Al`D AOOEMl1STE 11-E ~ j ~ ~ ~ ENTRMl~,S INTO TrE SffE AT COLLEGTC{2 A Fi.EA~ SEE TFE B-75 B.kFER EXAMPLE FOR T~NiS APD ¦ ~ ¦
1 MULCH ~ \ ~ O. \ / F'LAM SPETTES TF~ BL~FFEi2S IMLL ~ FLRf}fR DE~C~ED APD DEfaLED AT THE 1)bE CP CAPb'fRlX.910N O O f!2 ~
p - :x - - - i - s DWiWiNGS. Q'i W ~ i~ ~ ~ W Cah °n
, " _ £p ' I - ;a 0 , TFE A-20 BifrFER IS 10 FEET IN WIDTH AAD MJ:TS TFE PUV I~OIIIREMTIT aF 2Q il-ROIIC+I T}E tJSE OF r , Z ~ ~
• , 1 MULCH ~ (411 <y - - - - - . J \ / A FORMAL a.LEF FT2CM CPE E74TRadCE IPTfO TIE SIZE TO 11-E OTHER. THE LPNS~',+EiNG FOR THS BUFFER W ~ IXIEP,fT TFE LET~TH OF OCUF(,TOR A TO TERMN4TE AT BOTH INfE~~DOPS WITH BYPASS 55 AAD 1T~ ~ ~
- - r-' ~ 3 ABEM 1 ~ ~ i THORi,UGI-FaTE A w a ~ ~
~ ~ i 1 49' WIDE ACCESS I I (2) PRUY SOD \ ~ A PORTION OF TFE F9JFFER AJ_gJG NEW FILL ~ WiLL EE fTEDUCfD TO 30 FEET a~NC LOT 1. WHEf~E R
^:=f_ EASEMENT I A,~: \ REMNNS.:0 FEET R lMU_ MMC TFE B.kFER ALQVG BYPASS 55. WrETiE TFE 6UFFER TRAIJSliICPS TO .A7 FEET A SIMIAR PLaVTING SCHEkE tMLL ~ UTIUZFD IN A SM4l1ER AtuXX1Ni OF W1QTH TO MEi' 11-E F1N W ~
-ANNUAL (47) ILDB I SOD 4 ILDB ~ ALB - i - I I (1} gUEP (2} ULBD = Ff(x.If~lvfNT OF 75. SINCE THE EUFffR H4S EF~N f~ A ffPov1 1Mll BE TEED IN gRTaN a~EAS aq~ TFE F1~dMEfER CP Tlf SffE ANA PaZ~NG LOT PLANTINGS WILL EE IN~A~ED ON LOT 1 ANO Z ~
THI~t1C~-1CtJf THE CEN1~R SO THWT THEI' a~E 2 TiM~ TFf f~OUT~TvfNf. ~
(4) DDB ~ f , " (10) PRUY I i , IUD ~aaa~c ~r ~rm~cs ~ ~ z
, r,~~ w
I \ EXISTING Pa34P~ LOTS SHOULD INCL.IAE TFE FgLUMNG ~~~\```il,'`~ ~AlI !I J/~/~//
• I {1) quEP x <>s. ~ OAK HALL 1 IN1Ef~OR LMDSC.APE ISIAND FOR E4ERf 10 SPAS oR COf~P1411gJ TFF32ECP , '~[~,,v...RO` ,
y. ~ INIE(~A'f13) OI3JIER Pa~4i~: 2011 SPAN Q .•~PNDSC,q'.,'~,'~
1 SUBDIVI~ :3t Op 1 ~`.,i.~., ' ~r, \ . UB D IVI S I 0 N INiE(4Z41II1 g3VfER RcQURED: 201 ISIAt~ ~ y°.•~o IN1El~Z4TED gTl1}R PROv1DED: 268 ISLPAi~ - n/
' x• ' _ 1Q~U y: ~a (THS NJhffR EXCLUDES ThE CQJTRAL FORflOPS OF THE PLAN M7JIANS OOPrTECi1NG THE ISLAMfi _ ,e~
' L (L4)J.QRI - - (14} LORI - ~ ~ 1 - - ~ - AAD OTHER aiE4S a.LgMP~ ADDI11q~kL PLANTING ACE FfiCtvl ISLaNDS). ^;~d ~ ~ •o
- 1 - (10} CARR 2 (D) CARR \ \ : 1 ~ 1REES AAD ShRUff~ F€QUI~k 1 11~E, 4 ~RLE6 ~
r ~ ~ ' (5) LORC ~ Tf~ Al~D SHRUB F'ROa1DEIx 1 2 TREES, 4 51-F2L~ ! "'i~~ ~C~ ~ iN Hp
i. (4) ILDB ~ (SiF Lam PLAI`~ Fq~ FURTHER DEfaLS CN HOW WE MST AAD/oR ExCEID TPiS ~
nsE • l ~ . R£QUIRB~fNf. IN aX1Ti0N A N411CN 11-ERfOF FOR q~FA711A1Y IS ALSO SF~MI).
4 ILDB ~ c) 2 1 iuEEDIIPN FL"R 100 SPPCES aVD 1 FOR E1~Rf 200 SPa~S ~ 100 SPADES:
' (5) LO C ~ `9 INTEC~t4TED C}7JfER Pa~4NG 2011 SP/+CES
(20) CARR ~ ~ \ `f (20) ~ I ~ ~ INfE(~ATED gTIfER FfD. M3llaa5 f£Olaf+ID: 2011 (1/ 100 SPACES + {2011- 100-1911) _
- ~ ~ , 1911/200 = 9 M3TM15 f~(XIIRED PI lS 1 - 10 f~EQUfTED. }
1> 1~ \ INTEC#~TID gNIER PED M3X°NS Ff~riDFD: 10 (iHS INCi_IEfS ThE CEMRAI OPEN SF;NrE AS A ~
' _ - 5 LORC ~ ~ r ::4. \ r „ ~ (2} OUEP (1) ULBO ~ ~ Pm6'IRIAN COMECi1pN PAD OfI~R LENGTFMdSE CCMEOf1CY`5 THRCUG4OUf TFE F'ROJEG'~:
1: ~ r5~: 1 PRUY ~ O PLANTS fiELC,4(~D IN M3Y,M15: 1 Tf~/40 HT; 5 ~
r. - ?n / ,fJ (n ; f \ PItW15 Fr~IDFD IN M171ANa SEE LAN.~PPE M3Xa~5 FOR EXavPLES. w
1 / 14) LORI 5. ~ ~ i~ - 14) LORI r'p•:; ~ ~ ~ ~ ~ ~ '>~y NOTE FAR}4PIG LOT PLPNTIN~: PAT~4NG LOT PLANTINGS MST AN)/q2 EXCEID TFE 1 IPtfEPoOR ~AN~AFf °
1~ (20} CARR c ISLAAD FOR EVE7Zt' 10 SPANS OR FRoOT10N TFE3~ECF APD THE PEW CODE REQUf~iS FOR THE U1 a
0 - (1) ULBO 1 ULBO V ' ~ n \'f~ PED1 MTANS. PET~AN ISLANDS IXCTFD THE MNMJM WIDTH ~ 10 FEET WTTH 5 Fi`X3T 9DEt~11CS. ZO i ~ ~ IN ADDfiION, WtERE LAi~'AAPIG IS REOIIRED TO ~ DCU~ TO MGM lP FOR THE BJFFF32 f~fDliCiION,
1 ~s (2} UEP ~ ~ 1; a.yw LPNL'E~?PING FWS C$N COLE?LED. WHEf~ 1 TREE MD 4 5HRl1BS IS t~Uf~D, 1114T H4S ffIId INCRi•PSED Ul o \ 1O E(THER 2 Sf•MLL DEgDU0L6 Tf~ES a~D 8 DRUBS OR O1FER COM9P14TION TFFT£OF. FUMY DEfaLID ~ o
1 ' . f„: saD \ J ~ La~lfCAF£ F'TANS 4dLL EE PROv1DED FCR THE MI)IaJS AT TFE TIi~ OF CCNSTRU~iION DRAIMPIGS AT THWT W a
3 ~ cam. . . n• I 2 PRUY - ~ iIM> PW OOUN15 a~ S1.Et1ECf 70 q-IWJGE AND CR SHFf TO T~ET AM/OR DCC® TFE RE(~ff~F1~ETJl~a ~ a
,a.:.., ; . , \ R~UF~D FCX~411aV I~lAM11~S FtXd PI-I~SE 1:
()q i ~ LC(AiION OF PLANTINGS:
~ PPoNa2f 6tiLDINCS: EAgi SIDE AAD Ffil7Nf
1 2 LAGN 1 LAGN 1 N 2 LAGN ~=r fah \ gJiI.UlS: FT~Nf, SICE AN7 TSAR (5EE NOTE 5 ~LOh') a W O
1 (3) ABEM ~ PW FT~uNf/SDE T~QU(~MIJL• 20 ANTS/ 1(X1 lF F ~
1 fy>>~ - ~ PlN Fi~M/STDE Pf~DED: (1~MT APD ACES aF E.ALgNus RANG FTbhi 120-1F ~ Cp FOR BULDING G (FRONT) TO APPT~M4TELY 4C0 LF W ~
a = - - - a 1 _ MULCH MULCH ~ Ff aJCHDR 1 FFCNf} AAD APPf~M4TELY 70-300 lF
O ~ FOR THE SIDFS. ~ REfaL 'A': ~ ~ O H
- - \ 1 Ff~Nf & 1 9~: ~ A ~ ^
~u. ~ (4) ILDB 4 ILDB - - 14} ILVN \ ~ w i (9} LAGN (4) ILDB (4) ILDB (4) ILDB {48) ILVN ~JI~ Ffc~Nl': 160 LF = 32 PW ~ PRUJIDED FfUVC• 5 SMU.L CE:gCUOUS 1F~ X 5 = 30 PW ~ U1
M I ~ W , 1 , \ \ RtQUfgD S~: 160 LF = 32 PU/ ?aa W W a
1 PRCNIDED SIDE: 22 LAf~E Sf~fd1BS X 1 = 22 PU/ x ~ ~ ~
I ~ - - ' O. r ; ~ JR avcHDR 1: ~ h~1
W ~ . 1 \ 1 FI~Nf & 1 9~: W
w 4 ILDB 9 O 1~.9Rm FRnPlf. 1~ LF = 32 ('UJ W ~ PRD'riDED Ff<ONC• 72 La~E SHRUBS X 1 = 72 PW ~
: , (3) QUEP ! ~ 3 SMALL CEgDJ0U5 TIES X 5 = 15 PUV A \ Tt71'a_ FRONT: = 87 PUJ ~ ~
1 ~ ` s IL e RET \ ~ \
1 (10) ILDB 4 (4) ILDB - ~ f~ti~D 51DE: 189 LF = 38 FtA/ W ~ - ~ PRdv1DET) 51DE 14 LARG£ S?-RUBS X 1 = 14 RN Z x O
- - 19,288 - \ 6 SIVa1 ~gDU0U3 TREES X 5 = 30 PW ~ Tora_ scl=: = 44 T'UV a
ZI \ ~ e
~ \ 4 ILDB a 1 , O (10) ILD NUTS ADC{tiON~L H4~£ BII-7J ADDED IN FRgVf & ~L;E OF JR At~HICR TO MAICCE UP PgNTS FOR \ f~TaL 'A ,
3 \ 2 QUEL O i TOia_ PW REQIIF~D: 134 F'W (32+32+32+38)
1 r.'.. :r (4) ILA \ xj (3) ILDB (4) CRAV ~ TOTAL FiN Pf~uiCED: 183 PLN (30+22+87+44)
V r=, f•: (1} ULBO _ \
_ f `r' - D \ ~ 3R. ANCHO \ ~ DOTES:
~ f1:Y 1 3 IL~B ~ 1` - _ 1 a (4) ILDB ~ 1/ H'O1,~4110N PTANTINGS: FOlEA4iICN PLANTS MST THE LOCATION REQUFE1vfNf5 Fq3 I~"dMoRY EULIANCS (f~QUFEp EAOH SDE a+D ~ONI' OR aJ At,~C~110N OF PLANES W4#RE CCORS aaD PFDFSIRV+N AI;fAS
- M4Y P® TO EE F'1A/:ED}. PLEASE REFER TO A1L LAIC SFEEfS FOR Tlf R~M~+AY D OF TFf
F _ _ _ 29881 SF ~ I \ \ ~ ~ ~.n, . ; FCi1M4TiON PIaJTINGS FULLY oEraLED La~CAPE PlPNS FOR ~I FCUPL~TiON a~Ea W1U. 6E Ff~u1Cm AT
~ (s) ILDB _ (s} cr~v _ , TFE TIRE OF CQPISiRUCI1gJ DR4~MPiGS. PW COl~JlS a~ SLaIEOT TO SHPT q;' q~W7JG{ TO M~f T}f REQUI~fvQdf';. OIALOTS FOR 1HS SfiE WiLL ~ ~GT~ED AT TEE 11TvE q• T}iCSE FUTURE DEVELOPivi;Nf . / ~
: ? TT 1 i ~ I - ~ \ ~ PiPN5. FfdMhRi' Bl~lfAN'GS MST 1FE 2() PgNIS q2 ~ PUJ FOR EARN 100 UPEAR FEET. W M
I I I - . I ~ - 2/ al M~HEPICAL EDl11PMNf'MLL ~ SC~fID PER TFf LAO. t 1 W
1 - I `^F~ ~ v o
I 1 uLeo / LEGEND
I ( ) x =
- 1 ~ 11 1 ~ (3) lLEO
1 - - - 6llBCE pUMPSTER
i k; / ( ILDB'` ~ N~LOSURE (TYP.) 1 ~ ~ SOD
t B / 1 ~ I ~ 1 - ~ /
1' 3 ~ ~ ~ - c~ r of /
- " 1 " 49.'~dI1pE_AGCES9,.._ y., (4) ILDB
, EASEMENT ~ / 1 ~ ~ r, ~a ~ ~
1 >
a 1 , - - a
~
m ~ f / ao 1 ADDmoNAL SCREENING
°o ~ PER C-225 FOR LOADING ,1p'f~ • ~ ~ ~ N 1 's~/ ~ pun Ibr c * / ~ ~
yr' ppub. r. % "s, ypnb ~ rt W~
~ M O bf
~ ~ fflnp, x O % i
J ' ~ ~ i'
1~ ii pub i/ i
jr % - p - Ul,f 1\IIII~ x f11/1 ~ x , Ilf,' % . K • ~ -
'u.t.. . e '
to % x ' nld - _ _ ' _
B - - -
_ - EXISTING
- ~ 5 t 'r FM I" ~ 1 HOLLY SPRINGS , 'RINGS ROAD ~ SR 1152 PROJECT ND. KRG-08020
- _ _ _ _ _ ~ _ r E
ro - f VARIABLE WIDT. ~ _z ~ _ o ~ ABLE WIDTH PUBLIC R/W) \ KRG0802Q-LS1
a ~ ~ L~ C ~ DESIGNED BY; ~/RW
£ - _ - - ~ L
o _ nRar~N BY. SRW
SCALE: 1 "=40'
a ' U = i DATE:
J - \ EXISTING \ 2008-10-26 ` GRAPHIC SCALE
40 0 20 40 80 SHEET NO.
IRVING PARKWAY SR 1194 cm -7 LS-2
VARIABLE WIDTH PUBLIC R W 1 inch = 40 ft.
Y 1 \
U U PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION McADAMS
.p a

Ill
3
I
STORMWATER
MANAGEMENT FACILITY #1 e
{SEE SHEET )
�
I
o _
x
/
— x
x
'f
Ill
3
I
STORMWATER
MANAGEMENT FACILITY #1 e
{SEE SHEET )
E
Z z
z z
F
U1 F
o
■ a ■
� U w a
z U
W � H
F aQp
W W
W �
N (:r'
z
G A,96
* 5G 1050
:OF
_
�i� � �►eeeev
afV
af
z
Z
W
0
0
z N
0
W N
H
C\2
w
d
O ►—a
� Q
w � �
O
O
0
H W
W 0
Wx
A
PROJECT N0. KRG-08020
FHENAME: KRG08020-LS1
DESIGNED DY: TP /R W
DRAWN EY: SRW
SCALE: 1"=40'
DATE: 2008-10-26
SHEET N0.
LS -3
MWADAMS
o _
�� �
• -i•r -•- • f 7- :a7 ;ar •ar • •
!�
••rar . .. ;�
i
7i 4VI IA ;7 a f a- • e• 7 f :• ;7
••
- • �- • sa 7 a s- • 7. a ar `- f r 7r r •• . - •
r-• h
MA
i
7 ,, . .. r 7- . f • a r •- a •aar
♦♦♦���
e-• 7r •a a• -sr
♦��.�
i
♦�_♦:♦♦♦���1
r- ar «7 a- -7r ar • --• rar • • fa• •7 f-7 •••«
,.♦��
'�
•7•a. ; • a• • . -Ira. ; • � � .. � •aar r . • a •• �. �
-'
/�
•
-,7.
♦♦�
���II�
�
r. - :7a rr 7r 7 ; ;7 , , - :. ; A ' :aa .; ar
(
li��l � ++ © ,
�
•• + • ; ` f • ! ` • •' • • a i1 f' D •771 ; • ;7. 7
Nhli i go,. 1121
I�
r • ;7r :•
-r r r • • . ;7a.
0 29
p �'
• ; A ;7r
• •--i•fl7r
1
l�
�
�• ; A ;7r :•
to, 011 1
i
• • ; A ;sr
�
r • --rrar
;;►fir
;,
-• •• rar .-r •� :.
(�'
�
-• •-• rar •-e • • r • ♦ ;7a.
E
• :i;'• -• '• gra. • -• r " • "•• •f ♦ -
i
• :aar • ••ar •� ;7 a- • f, � a •- a • - 7. •
•.
f ' /• • !♦ • a• •. •- - ` ► r .• , :/. , ; . ; --f rar •
E
Z z
z z
F
U1 F
o
■ a ■
� U w a
z U
W � H
F aQp
W W
W �
N (:r'
z
G A,96
* 5G 1050
:OF
_
�i� � �►eeeev
afV
af
z
Z
W
0
0
z N
0
W N
H
C\2
w
d
O ►—a
� Q
w � �
O
O
0
H W
W 0
Wx
A
PROJECT N0. KRG-08020
FHENAME: KRG08020-LS1
DESIGNED DY: TP /R W
DRAWN EY: SRW
SCALE: 1"=40'
DATE: 2008-10-26
SHEET N0.
LS -3
MWADAMS

MATCH LINE -SEE SHEET LS-6 E
z
~ i 1 i REQUIRED PLANTINGS FOR PHASE 1 OF NEW ~ ~
x - HILL PLACE: ~ ~ z z
i t l~~Ji ~
~ _ (1) ULBO _ a LOCATIONS DF E.JF}ER5 FOR FI-WSE T: U f••~ W ~
~ 1 ALONG BYPASS sx 8-75 ALONG THjRCI,C+Ea~ A X75 ~ 1~,~ ~ H
r i 1 ~ aAi+1G CCI.LEGTOR A A-~(} r ALONG NEVJ HLL FCWD: 8-75 (A FC)RTION OF THS BJFfER H4S ~FT1 FACED AL()nG LOT1. • ® ~
~ T~ REDUCrICN occx;RS, AnDCnoNoL LPJ~SCpFE Has ~
' x x?~ x , ' a _ . _ - ADDED IMO TFE Paaan~ um ~ x
U NOTE ALONG BiPASS 55 a~D >FE TH~IX~-FA1E (FOR T'I1aSE 1) ARE 5o FEEr w WiITIH ~ ~ ~ ~
• t l,n.,d:- X METT 11-E FW (EQUREI~1+lT C< TFE 8-75 OFFER TF~UGHOUI' Ti-E LENGTH ~ BOTH SiREEfS. TFE PUJ x 15 kEf TI-ROI.C#i A [ PATTERN CF TF~, NIRUEU AND F]FUAiION Ci-WNGES. BOTH BJFFERS iMLL ~ ~ ~ ~ ¦
(1) pUEP ~ ~ v A ~ SIMLPR IN SH~F£ AND PLANiTN~ TO ENEI'ASIZE TFE FfPoNETER CF NEW HLL PLPCE AND PC~TE TFE
1 ~ ~ ° ~ 1 t~~ OVTRe1~ES IN1O THE 511E AT OOl1.EGTCR A PLEASE SEE ThE 8-75 BUFFER EXAdrPLE FOR PgMS Al`D O a ~ ~ ~ PIANI' SPEDES TFfrSE BT,FFERS W1LL BE FL4~1-ER DE51C~ AAD DEfaIED AT 1HE iIME CF OONhTRUCiION a' a
1 ~E I~ PAD ~3 ~I DRAiMNCS. r~, ~ z z
I x (2) LAGN ~ TEE A-20 BI.FFER IS 1O F}ET IN WIDTH PM l~fEf'; THE PUJ I~EQUI~If OF ZO Ti-F~IA,#I TFE l~E CF w ~ r`
3 lAG0 1 a = A FORNI~L AILEE FT~M C1`E ENTRANCE INTO TFE SITE TO TFE OTFER.1Ff LP1~hPING FOR THS BI,FFER ~ F _ EXTETff THE LET~11-I OF Cl`)ILECfOR A TO TERMN4TE AT ~1H INfERSECfI~ WfTH BYPASS 555 ,MD t+~1 a
1Z G7 I TFDRCiJq-Fa~ A ~ ~ ~
I (1} puEP ~ F - - _ ~ ~ A FCRiTON Cf TEf EUFFER ALONG NEW HLL ROAD 1MLL ~ f~ 1D 30 FEET PLO~G LOT 1. V~ R p',~ W
4 ILDB ~ 1 I ~ - - ' Rc~NaN15 50 FEET R WLL MMC TFE C~,FFER ALONG BYPASS 55. WHJ~ 7FE BIEFER TRAtJSTICNS TO y0 W ~ - FIFI' A SMIAR PLPNTiNG SCH~+E WILL BE UTILIZED IN A SMALLER AMOI~lT' CF WpTH TD MET TT-E F'W W
1 '1y Rc7~,1f~lT CF 75. S1N~ TIf 6LFfER Was ~1T1 , A ~ WLL BE USED IN CERfaN a~FAS Z ~
E ACCESS ° ALONG TFE PEPoM=IER CF TFE SITE a~ Pa~4NG LOT F1,WJili~ W11L ~ IN(~ASED ON LOf 1 a~D ~ ti Ti-ROUC+pUf TI-E CEMFFt ~ TWaT TFEY Aft 2 TINES THE T~Olll$Tvfl~R. z
" EM _ x : ~ {4) ILDB 1 W
1 i _ (z) IAGN 1 ~ EXISTING EXISTING fi~RED PJN~NG 1DT PLAMiNGS R7R PI-b4SE 1: ,,,~u~nin,,~
I _ ~ 1. i OAK HAI AK HALL LOTS s~ INOLLJ~ TI£ F011OMN1G ~~AO'`~~
i ~ = 1 (z) ULBO 1 ~ 1 IMEPoGR LAMF~~FE ISLP!`D FOR E1+fR~( 10 SPACES CR ~Na11CN TH7~OF: ;~~`oQ~•~pNDSC,q~.~~y':~ ,
~ SUBDIVISI rl ~ ) ~ ' BDIVISION INTET~ZATm ~ PAI~f4NG: 201, . 9:~ IMTII.t"~A.TID CENTER REQURi:D: 201 ISLANC6 ~
1 - _ r- : i IN1E(~AdID CENTER FfiCMDED: 268 ISLANDS y 1050
DOUBLE DUMPSTER (4) IINS l .n - (THS NkJiv13ER D(CUJDE5IFE CENfRPL FORIION~ Cf TFE FEDr'S, TPoAN NEDlANS COMECfING TAE ISLANDS = ~
1 _ ~ 3} 0 (2} QUEL ~ NCLOSURE (TYP,) 1 1 ti 1 1 _ ~ - a~D ~ ~ aLa~11NC aaornaya. T~iPMTNGS A`~DE FT~1 Islw~>. -
I (10) ILDB 1 _ _ ~ 1 , ,.y,. 1 i • , TTi17~ MD SHc'1;85 f~QUt~D: 1 TT4:E, 4 SHd~ffi ` "~i •
/ ~ AAD sH~s F1~iDED: 1 Z Tf~ES, 4 sH7JB5 / ~ VN ~j,~~`°
. g ~ / (SEE I~DSCAPE PIAI~ FOR RRTEER DEfaLS CN Ff;;W WE MEET AM/oR EX(kD TF~ !
{ ~ A . { f"7.15`: , - a`GI~;`; f.Y... _ :~'7!iK :v"~„'::.. 'x^^4f_ i~Y >i~.~,; :.yj".Yy., _ .'e.l... u1•i...."~ ~w M1h •`t}R'.~~p.r :~^I'y..h {C{,r`' n,f~py 1 / - ~ h- IEQt11RENQJT. IN ADDTTiON A COiv13NaTI0N TH3IECF FOR CI~aTMTY IS P1~ SHaNN).
/ ` 1 NfDIAN FCR lOD 5PA(~ ADD 1 FOR EuER( 200 S~AC6 OJER 100 SPACES:
- 'fiY' ` 1 / / - INTEC~Z41ID CENTER Pa34NG: 2011 DACES
° (2) LAGN (10) ILDB D - 1 ACOG / / INTEC#24TED cfJJfER FED.
.11 ~ ¢ 1 ~ 1 _ l ~ (4) ILDB ~ ` hhDIANS f~QURfD: 2011 (1/ 100 SPAN + (2011- 1CO-1911) _ / ~ _ 1911/200 = 9 M:IIIAt~ I~EQURED PLl.6 1 - 10 REOUf~fD.
(2) LAGN ' (1) pUEP ~ 1 I .,ffl,, - (4) ILDB 1 o
\\II~ - - 4 ILDB (4) ILDB ~ ® I 16 ILDB 1 LAGN ~ 1 LAGN I I O O O t pUEP ~ / INTEC#3aTED (~TJfER FED NEDLaJS Ff~ADE6 10 (THS INCLLD6 TEE CENTRAL OPEN SF~E AS A ~ PED6fPoaJ 6OMEC1IOiJ AND DTFfR LENGTFhMSE OOMECilONS TI-F~.YX~-RXJf TFE PRQIECI). N
I {1} 0160 ~ {3} UL60 (4) ILDB - _ PLaVfS F'~UI~D IN fafDIMJS; 1 Tf~E/40 Ff, 5 SH~S
(10) ILDB 1 1 I ~ ~ (1) puEl. _ \f• PLPNTS PROa1DED IN M73ay5: SEE LP1~.:PPE fvEDIANS FCR EXAhPI.ES. 8
I ' 1 ~ r{(' _ 1 ? ? "4. U] a NOTE PAPo4NG LOf PLANTINGS; Pa~4NG LOT F'LPMiNGS NEEf PND/OR IX(~D TFE 1 INiEPoOR LN~paCPFE Z i
1 ' _ FCR E1~ERi' 10 SPACES OR FRACTION TFEREOF AAD TI-E NEW CODE IEQUI~?~fNTS FCR T}f
' _ FEI;ESTfdAN NEI~adS. PEDESTTdAN ISLAND6 IXC~ Ti-E MNNLbi WIDTH CF 10 FEE(' WTTH 5 F1x}T 51DEPWJ(S. ~ i I IN aX1ITTTTON, W'FE}~E LAPDSCiWNG 15 f~EOUI~D TO EIE DCIJEIFD TO M~ UP FrJR TFE BUFFER RET)UCTION, ~ o
~Y,:;~. MULCH I I MULCH 1 1 ~ - M H 'O ULBO ULC h LFNuSCPF1NG HaS EFIIJ DCIEdED. WHRE 1 TIME AAD 4 SFRl.95 IS REOUf~fD, Tl•WT hWS f~! INCRfASFD ,7 a TO OTEE}2 2 SMA1L DEOdJ0U5 Tf~EES AAD 8 SHRUBS OR OTFER CON~NkTION TH7ECF. FULLY IEraLm ~ a
I ' % LPMS(7~FE 1'LPNS'MLL ~ PIUfiCED FCR TFE M31IPN5 AT TFE TIME OF OO~fktJCflIX~l DRA'MNGS AT TH4T
_ M t I I- ~ MULCH. I I ULCH 1 ` ~ iINE, F4N OOIA~TIS Af~E SUBJECT TO CHMM}vE AND C'R SHFf TD MET a~D/CR TJCC~ T}f f~CUT~1vIIJf5.
~ (4 ILDB I I? (1) QUEL 1 p ) 1 (
I x F L_; ~ I ? 1 F+
W~ Na2( 8., pNGS E;~~i $IT~ a~D FT;ONf a W
LAGN ~ ~ ~ M ? CMlJfS: FR~If, SIDE AAD FiF?R (SFE NOTE 5 ~ a ~ O
W I - (4) ILDB f ~4 ? = ~ Pw F~Nr/~~ ~au~r: zo F~N~/ 100 ~ W ~ ~
I ~ M , a~ (10) LORC 1 (9) ULBO I 1 PlN f1~M'/SIDE F4XJvIDED: fR(JJl' AND SIDES OF BUIDINGS F'ANf~ F>XJM 120-LF U ~ ? = FOR ~LgNG G (FRQNf) TO APPROI4MATELY 400 if
I - I 4 ILDB ~ W MULCH 4 ILDB ~Z+OZ ? ANq-ICR 1 FRONT) a~D a~'cOXIM4TELY 7Q-JJO LF
I O (1) pUfP (4) ILDB W ~ ~ I ' ~ IAGN 3 G f~ETAIL ~ fOR THE SIDFE. ~ ~ ~ a--i
U~ x ~ AD 2 1 ~ \ - ~ 3 ILNS
- I MULCH : \ i't' 1 = I ;.,ry:. ` - FFic1M' (N) T~OURET}. 140 LF = 28 PUJ ~ FROM' (N) PRGr1DFk 13 lam DRUBS X 1 = 13 PW ~ W W a
uL - ~ ~ _ ( ! .r. - - 40 SMALL `~-Rt.ffi X .5 = 20 PW x ~ ~
,I z , .:r;,v .x (4) ILDB 1 1 . f TOTAL (N) FRONT: = 33 R1J ~ a
I.OT 4 9' WIDE ACCESS ~ ~ fr: s- ~ 'r ~~;r'"~ ..1,: , ~j , " M T "`i - FRONT (S) R£QUFED: 140 LF = ?8 PW ~ ~ ~ ~~i'
H I ~ X ESE EN MULCH _ > .f - = FROM' {S) PROvi~ 5 lARuf 9-FW,E3S X 1 = 5 PlN W H F-+ ~ 7 SUAIL SFRIIBS X .5 = 3.5 PUJ ~
I = (10) ILDB ~ 1 Qfr:r ~ 4 SMP1.L DEQDUt~ TTY X 5 = 20 PW ~ Q
. ' ~ ( ~ (1 } pUEP ~ ? TOTA (S) FRCNf =28.5 PUJ ~ ~ Z
Iii L ~ I / / MULCH (4) ILDB ? _ 9DE (E~ f~EOUT~D: 80 LF = 16 FW W ~i
U ~ s 1 ULBO 1 1 / ~a~ / (1) ACOG {2) LAGN pUEP 1 ~l ~ 1 ~ SIDE (E) PI~IDfD: 11 LAF~ SHd.95 X 1 = 11 PlN z ~ ~ 1 1D SNY~LL SFRl.95 X .5 = 5 PW ~ o
H Mu1cH ~ ~ x _ / - ~ MULCH ~ ? TOTAL. (E) SIDE: = 16 PW O
r'~ / _ / - ?1 to g (1) ULBO ~ / d ~ 1 SIDE (W~ IE(1Uf~D: 80 lF = 16 Rb/
k MULCH 1 ~ a ~_~_„„.1:. x _ 4 ILDB 1 ~ ~ ~ a ODE (W) FH0~4DED: 45 tPfi~ SH~1BS X 1 = 45 PlN
,l ~ ) ~ 8 SMP1L 9-RUL~S X .5 = 4 F'W TOTa_ (Vdj SIDE = 49 PiJJ
MULCH . / _ ~ _ / r y / 1 ~ ~ (1) ~ N (9) ILCA
I y = - 4 ILDB 1 ~ 1 r' 1
r _ _ 4 ^ i NXlf1:S.
tY - 1/ FOL~DaTICN F4aJIiN1GS: FOUND4TICN PLad1S MET ThE LOCAi1CN TEOUF'~7vENiS FCR FfdM~' EULDIN~
I i _ _ 1 ~ r~ tl~ _ 1 ~ • u~ _J.J1.J1 i7 ~ - (L~QUL~ EAGN SIDE PAD EI~Nf OR AN P11~GATION OF PLANT'; ~ DOORS AM PID~ffdAA1 a~as a MaY NOD TO ~ PLAID). PLEASE TD a.L LPhDS(?PE SFEETS FIX2 TFE PPoN4~RY EXAda.F.S OF TFE
I ~ - _ ~ 3 JUNC + 1L'' ~ ~ FOUM4TION FWdfINCS. FLLLY DEfaLED l?J~CAPE PLalJS FOR EAOH FOUND~TiON AREA >MU. ~ PR~7a1DED AT
~ ~ (4) ILDB (9) ILCA Ttf TINE CF CONrSTRLCIICN CTba1MNGS. PU? OOIdJTS ARE SUBJECT TO SHi? CR q-WN(~ TO MET TFE TEQUI~FJvENTS. CUTLOTS FOR THS SITE WiIL BE DESIC+ED AT THE TINE CF THCSE FLJRJfiE DEVf]OPNII~If
1 ,a_Y a PLa~. PPoMdR1' f3.11LDIMG~ MET TTf 20 FCYN>S a2 MGFd= PlN FC4? Elytt~l 100 t1NFAR FEEL `
~"4``r-~i (1) QUEL MULCH I i°~ r 2/ ALL NEOfNCaL EQUF'NfM WILL ~ F'ER Ttf IDO. (~1/)
~`c \w, ? . = " 4 ~ ~ FUTURE DOUBLE '
' (1) QUEL _ (1) UL60 ~ ` '~"'"t ~ UEP 4 IL DUMPSTER ENCLOSURE MULCH 1 ~ (1) lAGN DB (T1P.) '1 a°
LEGEND U
~ ~ a ul.6o (1) ulBO (1) pueP I ~ I ~ (10) ILD3 O _ i _ `t ~ - ~ LOT 2 _ _ ~
~ y 1 _ J (4) ILDB 1 a
c ` ,i ~~4~ SOD Z
. , - - ~ (4) ILDB I ~ 1 - ~ ,
_ _ 1 (1) pUEP a
_ ' \ , , 1 ` ;fib ~a~ w
E I 1 pUED 4 ILD `~".UtBQ°°°.~ ).,per _ - ~ MULCH / O O (4} ILDB ~ ~
~ I / / 1 a ~ {4) ILDB N I _v 1
o puEl. \ I ~ ;i ~ ~
- ~ I ~ / (4) ILDB - (1) pUEP i ULBO m
c 1 o I ~ • N t LAGN
~ ~~A 1 M LCH I ~ :Y (4} ILDB MULCH _ W _ - ~o - ~ x
1
. . v ~ ~ % (2) QUEL (2) LAGN 1 _~y~ . 1 _ ~
~ F J 1 i
(9} ILCA , . I~T ~ 49' WI (;LESS N I (9) ILCA ~ EASEME °s. ~ : IL'flB \ 2
~ . o I ~ ,
~ I _ 4) ILD 11,471 ``E, } ILNS ~ • ~ ~ x x 1 , , Y
C , m 1
I ~ - MULCH gall, 1 - (4) ILDB ,
~p r \ 0 1 UEP III iirf IC r" 1\\~ _ 1WV17
P ' nn\'~ ` \ PROJECT N0. KRG-08020
~ 'y " 4 ILDB . ~ D UBLE DUMPSTEfII\ " ` U I - - `
STORMWATER x E CLOSURE (TYP _ 1 j - ~ ° a 1 MANAGEMENT FACILI 1 - _ _ - ~ FILENAMEc KRG08020-LS1
~ (4) ILDB x {4} ILDB c - .r . . \ DESIGNED BY: TP/RNJ
~ 1 (SEE SHEET
a y .v,,,,. ^IV i if DRAWN BY: SRW
o (4) ILDB (4) ILDB (4) ILDB (4) ILDB (4} ILDB MULCH \ scADE: 1"=40'
(4) ILDH ` DATE: 2008-10-26
- .d o QO - - - - \ ` GRAPHIC SCALE \ 40 0 20 40 80 SHEET NO.
x - - - - x m \mm
Y MATCH LINE - SEE SHEET LS -2 - --.j-. - LS-4
1 inch = 40 ft.
Y PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JiMeADAMS
~m
a u

w z ~ ~ ~
~ ° HIl_l PI A[:~'_ da Z z
~ ; 1 I I~l.~il~ ~~FERS FCR k~i0.5E 1
< ~
E ~ ~ I T.rxA.nDrs oP T~kFETtS ~ Fti`~ 1: ~ o
• '"•M•, aLaaG s,IaASS 55 6--75 ~ ~ w ~ " I w_oNG TIC-~ar~ n e-~s ~ ~
~ ~ a I PI.ONG O~lECfOR k k-2L1 ~ ~ Cfl ~ ,ti
~r PLCt~ AEW HIl 6-75 (A FbRIION ~ 1HS BLFfFR H6S ~ f~ aLC1~ LOTt. TY, 0 ~ I WHO of h~Dlk'nON OOt~, ai~(1[O~WI. L~ HAS _ ' ~ GQ ''a
ffiry~ I Pmm IN4D n~ Pr~t~ LOr) ~ ,~1 W
~ ° A ~ m ''~I ,y ~ o I r~ BI.FFFRS P1..C1~ B€PASS 55 aAD n-e ~a1~ ~ 1} ~ so FEEET IN 4dD1N PAD ~ ~ ~
hE£T 1FE F'W ~I.IT~hTlI' OF n-E 6-75 l~..FFER ~1< n-E Lk?~fH OF BDr1•+ 5f1~Eis n~ Fta! ~ ~
1 IS ivET n1 A ~6'f+ID PATTEf~J CF PAD ELE1rAn(~1 C1•NA1C~5 BJTH (3.,FFEF6 HILL BE F"P""d ~ ~ SMIaR IN ~ PAD PLPAlfINtS TO F7vF1-kI~ZE lAE (~k1=fFR Cf ~V HU. FtI~LE WAD AC(~7Jf1111E Tl-1r I~•( s ~
x 17 ~ ~ I ENIRAIJCE~ INTO 1FE 5TE AT {X7J.EOTCR A F'LE45E ~E Ti£ B-75 EI"FfER E1~tE FAR FC7INi5 M(7 ~
I q" ~ x I ~ ~ ~ t v,+LL ~ FL1Rtl-ER D~C~ED ~ OETPlLED ~ n~E DF ~a~ ~ ~ W a
t1 a I ~ ~ z TH= a-2D > Is 1a F'EEf IN HiTA}i nAD 1a1~15 n-1E Pw ~11~rr Cf 2D -n- n~ ~ ~ ~a ~
A FDF~ht. P1LEE F1~CtJ1 q~ EMRWJCE INiD n-E SEIE lb "1Ff G'TH~2.1FE kal~NO FGR n•IS T~.fFER ~ d EXC£ADS TFE I.kTlafH CP L1:LLECfCR A TO nRvltkTt AT 6O1fi INIT}~ECl1ON$ HTi}1 BYPASS 55 A^D ~ ~
~ \ °~M r ~ ~ ~ TFIOROLC~F'P1~E A ~ ~
A PORTION GF 1FE g..FF[]2 ALC1J:~ hEW HLL TAD HiLL ~ TQ ~ FEET aLDT~ LOf 1. HH~ D ~ ~
\ THE auFFER ALaNC / ~ I F~?ANha'a 50 FEET R HiLL MMC TFE [~E.FFER ALCrSG T3YPASS 55. Hifl~ TFE T~.FFF,R 1Rbt~11Cr~5 TO ~ Q`+
THOROUGHFARE "A" WILL x ~ \ •^e ` a x FEEL A 9M€aR PLeMIN6 ~QrE HILL B= 11nu7AD EN A 9v~a1FR AM~.M OF 4NO1H Tq lkET 1FE FUJ W W RECt,If~E},~1Jf OF 7S. SSE 11i= B.EFFR FW5 ~ I~ID, A C~ v~LL ~ I~FD IN CDZfWN ACAS ~ ~
CaNTINUE IN THIS PATTERN f ~ THROUGHOUT THE LENGTH OF ~ x W.ONG 13~ P(R1rE1):R C1" TFE SitE PAD PARING LOC PI.PA111NCS 1M11 IN'7~FA5ED GN LOf 1 MD I TFfa7llCi~liXlT lf•E CENTER 90 TrWT 1FEY a1~ 2 nr~ ThE Z
THE PROJECT ,
24 PAPF x O y x I ~ ~ ~ ~
b, I ~~trnurrrrr I PA}~~ LDiS SFgIdD INL"LLUE 1FE FiXLGH1IJ3 C ~ ~a~
x ~ 0 I 1 INfE73OR EAt~"JPE 15LPAi7 F'OR EVERT 1D SPPLES CR o~Nan~1 n~E'~ Q ; ~ j,NpsC,jp•, ~y'~
(225} MULC t - [NfEC~dIlED C7~IEft PA!~4T~ 2011 SPPCfS ~ ~ : A I TNfE(~+iID Ct~~ER ~QUIT~D: 2'}1 151aAD6 a ~~0 'p ~
r x I INIECi~iED CSR F4~'MCED: 268 ISlaAD6
/ ~ { ) ,,y 33 LORC ~ / / x ~ 105 ~ I {THS r EXg11?E5 ~ rfailRw. FORfIDlS of ~ PkD6iTd~N TvfDIAAfi ~ 151,W~
/ '1 I anD On~t ~ P1L(X'~N; am~loNw. T~aNnN~ A9CE FROM I~AAGS). =
`e, ! / 4 li`~: f 0~ I 1F7:E5 A'~D SH3L65 F~IDEI}. 1 211, 4 ~dl~ ~~~,.~~,~'~~~...•p~~~``~~`~
,fi 4 LAGN r t } STORMWATER
x I (SEE F1.W+5 FOR FI,RI>-F.R DEFWLS GJ Ht~! ~ kfET AAD/CR EXCFID iHS
~ MA~fAGEMENT ~'ACIl.ITY ~1 ~ /r (9) ILNS I f~OI.IF~1vQJ1', IN aI)DfiICN A O(7,~NAnQV n~oF FCR CREATMIY IS W.~A .
~r ~ r (SEE SHEET ~ ~ f'' ' ! ~ ~i I 1 HETJPAf FOR 1W SPA(~S aAD 1 FCR EUrAY 2OD `~PCE5 Ckff~ 1C0 ~PCES:
I 1NfES~A1177 (~1JIER f~N341~G: 2011 SPPCES
/ 1~w 2 PLC ~ / I 1NfEC-RAIID CENTER FEA.
, l" \ i x ~ ~ . ~ ~ I i~APb T;fQ1.1T~ 2011 (1/ 100 SPW~ + (2011- 1D0-1911) =
I 1911/2OD = 9 f~E1XaA5 f~ECIJIFfD F411S 1 - 10 f~CUF~D. ~ V
I INIE(~AiED CE1d1fR PFD i+1".TSafS Ff~CEI}. 10 {11-[5 IN~1,~S TI-E CENTPaI. C1~1d ~PCE AS A o I FI+1 OOIJ~1'~ON PAD Cf1FFR L[N"'1HMSE CCNnEGf1O1~ ni~7J~-1OUT 1}£ FfiOJECn. ~
/ ~ / ~ ° ` 12) JUNG / .
~ ~ / 1 I F1W~15 E~OUf~D IN CMG: i 1f~Ef4O Ff, 5 ~-F~t.~ ~ I FLANIS PfU+1CfD IN 1wfD~AAS: S~ LPAD~.hFE I+EL~PAb F"OR C~,~.
Q
pfilw' , i . ` e, I NOTE PW~t~ LOT F1a1J11N~ PAI~tiN; I.OT F1ANIlN~ kEET PAD/CR IX~ n-E 1 IMFFdOR IA7~('pPE ~ N 15LA^D FLR EVF3N 1D 5PP1~5 Of? FF'aCfl~l TH7~OF PAD 7}E NON E~CtNF~rfJdfS FCR 1FE
I UlN K / ~ ~ ~ ~ A ~ I F~PA1 F~DlA^& FLAN 19.AAD5 EXC13D TFE MNM..M HiD1H OF 10 FEET ~ 5 FCOT 9Ct~N1(S. p ~ IN ACCI'fICfJ, HH~ LPAI~"„aPil~ ~ REQUf~D TD Bti DCt~4ID TO ivW~ l,4' F>:R 1FE BLFFEFt I~DIA,11Ot~ ~ ~
~ O env k ~f ~ ~ 1~~k ¦ LlpPING Fl<S Et~7J Ca.~.®. 1'~F)~ 1 TIDE PM 4 IS f~Qi.II~D, ihWT W5 )~1 1t~ ~ °o
{ TO E[T}#R 2 Sv~1L DEODlgl,S ii"~ES PAD 8 SFRl.85 CR C~ CCb6NanCN iFET~CF. FU1Y DETblIFD W N
~ / ~ ~ ~ ~ / ~ r ~ ~ ~ I ~ Tare I~ v~LL ~ PFd7,~IT~D FGR n£ 1 Ar n-E nl~ cis ~a~ DRauar~s Ar r~w,r ~ Q
..f r" ...ar,,, 2 ULBN ~ 1~ ~ / ? / ~ 16 gUEI 0 I ~ Fw o~ ~ aerECr ~n ~ Are ~ 6~IFT To ~T PrD/a~ >xe~ n-~ ~euT~~vl'a
la .h
~ ~ ~ or - - I Loa+nON aF FiaNI1NC~: ~ W
~ _ ~ ~ ~ x . H IX1fLO1~ fFS1Nf, 9DE PAD F~PR (SEE NOTE 5 a
w . FfdMN~' B.JLf)INl'~: FJf~-I 5[>E PAD FfSM a W ~ FUJ Ff3~M/90E f~llf~rfNf: 20 FG4N15/ 100 LF ~ ~
M F'i?J FT~NFf9DE PhUAI~1D; FT~7NT aM S1DFS C1"' EULgN~ T rROM 12O-{f' W ~
:..J , , , ~:.J i ~ r W FGR ~JIIISt~ G (F1;1rM'J TO PPPf~NAfFLY 4~ 1F I ~ PN~f2 1 FFiDNf) W~ PPPF~17XliJATELY 7O-"AO LF Q'
- FCR TEE a Q' ~
~ 1 r~ H ~ I W 1 FF~M & 1 S1f~ ~ Q
f ^ 1 I ~ Ff~ff Fr'c~fDED: X 1 = 34 FIN _ 45 PW a ~
- 1 \ I ~ 4o~x.~ =2DPUJ ~ W ~ 7
5~ r~aalal~ TTY X 5 ~ x~~ p I ~ TOraL F7~CNf: _ ~ au ~
\ ~ ~ / / 30' CAPE FEAR RIVER BA51N \ \ ~ ` . ~ ~ STREAM BUFFER MEASURED \ ~ s- ` ~ r / \ \ 1 ~ ~ ~ I W 9CE F1~OICED: ~fd.BS X 1 = 47 FU/ =45.2 FUJ W ~ ~
4f° ~ / / 3O~ FROM TOP OF BANK, \ \ e ~ ~J, S SN,WL T)ECiDIJOUS 11~ X 5 = 4Q PW ~ ~ Q;
/ \ ~ / EACH SIDE (TYP.) ~ ` / \ ~ ~ ~ 65' WIDE ACCESSI SLE: - ~ ~ ~ ~ ~ EASEk1ENT I a ~ ~
r..~, .r ~ A ~ a ,ro, x 1 ~ \ ~
x.. ..x.. ~ N~ ~ x~
1 ~ , J ~ ~ E~nON FiAMINI:S: Ft7l>t`D4ncN FLANTS 1,1;ET 1}f LOCAl1CN 1~f~lfFifD+EATIS FCR F1~IvNHf BJILgN;s ~ (f~(,~,If~D EPOFI 5TH aAD FTcCM CCi PN a(nCN OF PIANfS ~ DOCf~ ADD ~ES~NJ WAS hhaY 1~FID 10 F~ PLEASE fit W Ali LAN~?F£ SFEEIS FOR 1FE ~1JPf~' E~ 7}E
P~ ~ ~ c225 eUFFER--LOADING ~ ~ -•~a.. I~ ~ FCllZ1AnCN F1ANiiN~. F1,llY CLTPILED lar I~ FCR EACH f~113CN aF~A Will EE F1d~0ED AT . . ~ - . _ _ _ -..~~.~...1 ~ TFe= nl~ o~ u„~TiaN o~aWTr~s Pw ata~rs A~ ~~er ~ SFr at c1E ~o ~Er TIE
~ ~ ~ ~ ~ '"~y~ 225 POINTS W/IN 1OO AIL ` ~ ~ ~ `''~~,,w ry.°ya t ~ 4 I T~E,If~}vflQPa OUILOiS FCR THS 6tfE HiLL EE ~C~ P71F£ nlvE CF ni~E FtliLl~ OEVE]_CFtJEM
~ SEE pEi ~ \ I ~I ( FiPl+ta PfdNaRi' 9JILDINU"S HEFT n-E 20 FEINTS CR h1Jf~ TW FOR EPCH 1C0 U
/ \ \ ~ . ~ ~'~w 7 2/ ALL 1+Ei"1-E7JCI+L EGUPdrE1Jf HiLL ~ ~ PER i}D UOD.
M,
- / -
/ ~ 1 ~ ~ ~ - - / x x
3 ~7/~,~,,, ~ 'rwl _ ,
(9) VlRP ,dry. ~ 15 ~i - _ ~ . ~ - a .ter
o r ~ { R~ ~M~ ~ 3 THUG 3 - „ glmn . ` {231) C~AR~ ` ~ - gg 49' WIDE AceESS -
' ~ 1 _ sf s ~~-ASE~ENr ~°r~~ ~ ~ ~
_ ,
, MU _
~~rifipm / I 7) LORC 8 LORC MULCH MULCH ,v ~ / { (l6 LGP.r O MULCH
_ I ~ L 1fi LORC ) 3 GN I ~Urr% x ~ I ~
~ 20 CARR ti. d } y~t~~
2a CARR ~ ~.,,luti . ~ x ~ {20) CARR { } (1) gUEP . - ya X ~.r,
114 V . I a~'19`0 ~ 0.~/ MULCH (1) gUEP (1) gUEP g x ~ e,ea.a ~ ~ ~
t x x - n {386) R 1 I,ti, _ _ ° . (14) LORI . ~ . (14) LORI ~ `~i \ ~ ~ a 1 \
T.. ~ II x (14) LORI a ~ ~ - - - - ~ ~ ~ \ ~ r ~ ~ ~ ~ W
%,u"o a,r' I ~ (17 LO C ~ 2O CARR (20) CARR (2D) CARR ~ x ~ "~~m
~ x % ~ ~ (1)_LAGt~L~ I t ~ ~ ~u~-~ r~ 1 U
a - ( • ~
~ 20 CARR 20 CARR t, - x. ~ ~
N ( ) w x I ~ (3) JUNG , v
{1) gUEP ~ ` o _ ~ - x ~
aT'"'~ ~ 14 LORI 14 LORE ( ) ( ) (19} ILD,~ ~ I x (19~ IL x
{ ' I 5~ 19U SF 1 LAN ~ MULCH ' {1 LAGN (20) CARR (20) CARR
m hrp:•y~l/y ~ i. ~ ..:F = (2) LAGN (1) LAGN 4) Ul 4) ULBO ~ ~ ~ I
I 1~ I
v, ~ ~ LAGN _ ~ (3) JUNC 2 LAGN o ( ) 1 I
o rll~"~ ° 2O CARR 20 CARR 20 CARR ` ~9} ILCA ( ) ( ) ( } 1`~ ~
o - - - - - (3) JUNC ~ x ! j-JUEdC ' ~ i gUEP 1 gUEP 1 gUEP 3) JUNO f ~ 1 ~ \
~ . ¦ . O O O (9) ILCA ~ N j (1 LAN • ~ _ r a~:w., , (9) fLCA ~
rn c (14) LORE {14) LORI - 1 (14) LORI MULCH
@ x r (20) CARR {20) CARR (20) CARR
~ ,,rl„, " `i MULCH G (2} LAGN (1) gUEL (3) PRAK (2} ULBO (9) ILCA PRO7LC7` PfQ. Qua i '~4 I
~ ` „l , I ~ l (2) ULBO {i A6~ti1 - - KRG-08020
~ ~ I (3) PRAK 5 LORC (5} LORC (5} LORC (2) PRAK {1) gUEN ~ I {5) LORC ( ) (1) QuEN (s)1L1rs I FILENAMR: KRGO$020-LS1
A. ; ^ , C . r( ~ - ~y DRSIGNEU BY:
N - 1 IAN x q~ ~ F t^ ;'r 'x` a ~ ~v ~ ~ DRAIiN EY: SRW / i
0 _ . r ,
> ,~Ar, f.. DOUBLE PS r ~ ,
13 'L C \ DATE: 2008-10-26 GRAPHIC SCALE
4p 0 20 40 80 SHEET NO.
co (2) R 1AGN L-5 ~I
c7 mlw=mmmw ®rrrrmsnemaw~ ®r~ aswwe® ® srr~ 1 inch = 4Q ft.
-------------=A-=
MATCH LINE SEE SHEET LS -3 PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION McADAMS
a

I I ~
I ~ ~
1 REQUIR~,f'LANTINGS FCR PHASE 1 OF ~ ~ ~
1 I HILL PLACE: A
1 I I R~TX,NF~ED BFFERS PIi4SE 1 ~ ~ ~ ~ a
t.: 1 H W ¦ ~ LacATicNS of ; FOR F1i~SE 1: ~ w
1 A! Ct\G BPPA`,5 55: 8--75 F' F ALgVG THORCt1C+FPRE A 8-75
I 1 I r I PLONO CCLIECT(:R A A-20 . ~ ® ~ ~ !L-{
1 P1.OAG PEW HLL IdkD: B-75 (A alRfION CF 1FNS FtiJFFER H4S EffN f~ PLONG LOT1. ~'~J ~ WHE}~E TFE TdDIX,TION 00~-RS, PDDfI1CN~L L~'APE HAS EEE1J W Q~
1 ADC~D INTO THE PA;~4NG LOT) ^ ' ~ U
1 i NOTE BUFFERS PLCNG ENPASS 55 PAD THE THOROLC~FP}iE (FCR FHASE 1) PRE 50 FEET IN NdQiH PAD ~ W ~ ~
I tx N M:Ef TFE PW f~OUIT~vvENf OF Ttf B-7513JFFER TFROUg10U(' THE LEP~M OF 80TH STREETS Tf~E PW xj ~ ¦ ~ ¦
I Tt =i x ~ IS Tuff THROUd1 A CEaGPED PATTEIdJ OF TREES, SI#T`il~ PAID E1FlATION CFIoN(E5. 9DTH BUFFERS WiIL ~ n SIMLAR IN SH4~E PAD F1PNIIPIGS TO f1uPFWSfIE THE FffdfvElFR OF PEW HlL PLPCE PNJ ACCDJilJ4TE iFE V o ~ W ~
I~ ENiRN~CES INFO THE SITE AT OOLLECTOR A PLEASE SEE THE 8-75 BUFFER EXM,PIE FOR POINiS PAD r l W a ~
1 iz IA ~ I~ PIAM SPt~ES. 1H~ 6tFfERS WLL 8E FUR(H€R CESIC~ED PAD DETWLFD AT TFE Tllvf CF OOPSfRI.rrIION V z Z ~ CFAWNGS. W ~ ~
1 ~ ~ ~ ThE A-ZO BIJFFFR iS 10 FEET IN WIDTH PAD M~iS TFE PlN I~QUf&?vIIdT CF• 20 TFFibU(~i TFE USE OF ~ E~'., ~
A FORMAL Allf£ FTt~,v10PE EMRANCf INFO TFE STfE TO THE OTHER THE IAAEECDANG FOR THS BUFTI:R i~ x
1 ~ I I ~ 1 1 ~ EXTEND TFE LEDDffi OF COLLECTOR A TO TERiwiPklE AT 90TH IN(ERSECTICA~ N1TH BrPASS 55 PAD ~1 ¦ U 1HOROUq-FPI~ A ~
~ o A FCRiION CR TI{ C~JFFER PLONG PEW HLL RQ~D N1ll. ~ F~LCED TO 30 FEET ALONG LOf 1. WtET~E R W W
I'~r 7 1 ~ Rt~VNS ~ FEET fT W)L MMC TFE Blkl•TR ALONG BrPASS 55 WHERE TFE ~1FFER TRANS~fiONS TO ~ Z
I I 1 FEET A SIMtAR PLANTING SCEE1vE WLL EE UfIUZED IN A SM'~.LER PMO.dJf Cf IMDiH TO Mai' 1>{ PW f~OUF~FNENf OF 75. SIPK,'E TFE E4..FFER HqS EFIIJ REDU(Eq A Effdvl WILL BE LSD IN ~RTWN PRE4S
1 ALONG TFE f CPohrfll:R OF THE Sf(E PAD PPRI4NG LOf PW~IiNGS N111 EE iNCREASm ON LOT 1 PAD z 1H~000~iOUf THE C>TltER ~ THaT 1HEY PFf 211M~ TFE f~IR4v4JL W
1
1 i RQ1ul~ PAld4t~ IDi F'LANiII~'~ FOR F'H4SE ° ~ ~ A>RO ~
1 , PARi4NG LO1S SFCLLD IPIuLUDE TFE FCLLCWP~ 4Q .•4~NDSC,gA ~/yew
{6) QUEL , I I 1 INTEPoOR lM~".?PE ISIPAD FCR E14Rf 10 SPPCES OR COMON4110N TFEI~CF: ~ Z:~v~
- - I I INfEGRAIID Cf1JiER PW~4NG, 2011 SPACfS ~
INTEGRATED CENTER REQUIRED: 201 ISIANS~ "N INiEC~ATED cEt,1TER PRa1T>FD: zss ISM 1450 n:
1 i{, y
45 ILDB { I ( ) I 19 (1HS NU1~R EXCLUDE51}f CENTRPI_ F~Rf1CNS OF TFE PEOE5TRINJ MZYPA& CCMECIING TFE 151PAL5 '
TRt}~ PAD SFFiI 9S RED OPkL PLPMI FROM ISI.ATC6). ~~ii~~, ~s~~iN"'A~~~\\°°°~ RED T}TfE, o i t
I TREES AAD SFRt1BS PT~CED: 1 2 TRf~S, 4 SFtdl~
I {SEE IAADSt'ApE PAWS FOR FllRi}fR DEFAIlS ON FIOrV WE Mfl' PAD/CR ExCEID 1}9s
65' WIDE ACCESS I h I ~ ~ EASEMENT 12EQUREI.QJC IN PDCmGN A OOM~N411CN TH7~CF FOR CREATMIY IS PLSO SHOWN).
x i ~ I 1 M771PN FCR 1CO SPPCES AAD i FOR EvETN 200 SPAf..ES CM:R 100 SPAO~:
x x x I . . . x X
Q IPITEC{tA1DJ CENTER FPRI4NG: 2011 SPPCE'j INfEC~RAIED ~IfER FED.
d \ _ MIXPt'!5 REQIIIREp: 2011 (1/ 1OO SPPCES + (2011- 10C-1911) _
I ~ P 1911/200 = 9 MI1LM5 T2EQUF~D PLUS 1 - 10 F£QUFED. ~ 0 rc
INiEGRATED CE1VfER FED M3JIM~ RUJIDED: 10 (MS IPI~UOES 11-E ~fRaL CPEJd SPPCE PS A ~
y , ~ (45) ILDB _ I . o a, PE1~SfPoAN COMECtICN PAD Oihf}R LEJ~fI-NY15E COMECTIGNS il-ROIK~-ICUI' 1}f PROIEC7). z w
\ ~ , ' I I ~ ~ PLPN(5 I~Uf~D IN MIXAI~: 1 TF~E,/40 Fi, 5 SHRU85 ~ PLANiS FROADED IN MIdAl~, SEE I.At~PPE M=DIPIJS FCR EXaIvP~ES. ~
~ I - Ul N
PIO1E PP}~tING LOf PIANfINGS: PAPo4NG LOT Ftl+NfIPDS MST PAD/CR IXCEID TFE 1 IPIfEPoOR ~~PPE o ISIPND FCR EVERT 10 5PP/.ES OR FRJC110N TFET~EOF PAD 1FE PEW CODE I~OUt~MIJfS FCR 1HE r-+ i
- - - r - - - - - - - - , x I / x . ,x PEDESffdAN M7:IPNS. PEA IS1PAt~ E~ TFE MNMJM WDTH CF 10 FEET WTH 5 FOOT SIGEWNkS. N o
. ` / Y _ ` ~ ~ ~ - ~ TIRG DOUBLE~DU~ TER {21) (4) LAGN I IN AL1DIi10N, NhfF~£ LMDSC~PING IS FEQt.1TED TO BE DOLEAED la M11CE UP FOR TI-E EUEFER RET)UCTION, W N: IAAt~(Y~PIMG H4S FEET! DOUEiED. WrERE 1 TREE PAD 4 SHFtI.~ IS REQURED, TH4T HAS EEEN IN07FA~D ~
TO ETiHER 2 SM~l.L DEODUOUS TREES PAD 8 SIitIJBS CR OTFER OOia8Pk110N TFET~OF. FU1Y CEiFJLED 1ML>~'APE F'LPAb WILL ~ PRUriC® FCR TFE N£9P1~ AT THE 1TbE OF OONSTRl1LfI0N DRAYNPI~. AT TH4T
I 49' WIDE ACCESS ~ (24) PAPF i , TTf~, PW COUNTS ARE SlJBlECT TO CHI PAD OR SHFT TO M~1' PAD/OR EXCEm TFE REOUf~ivDJIS.
RIDll1~ED FOl~UION PtAWi11~S FOR PFW~ 1: ~ W
f - I
® 11 MISM z. '~ur` x i LocaTlcN of FLANTINCS: a W d' PPoMoR( BJIL()INCS: EPCH SIDE AND FRJM ~ ~ C>
~ (S) ILDB (7) ILDB w~ \ ~ _ I OUfLg15: FRCNf, SIDE PAD REPR (SEE P10iE 5 BJSJ?~ ~
a 4 ILNS W ~ O ` x ~ x Fw FRDIVr/~oE r~QUREr~Ne zo ANTS/ 100 LF ~ ~ c++
xi \ RETAIL J (2) QUEP PLN FROM/~DE FRt7PDED: FRCAtf PAD ACES ff E~LaNGS RANGE FROM 12O-LF ~ ~ o Z
I ~ x ( (31) LORC _ I FOR EiULgNG G (FRONT) 1b PPPr~M4TELY 4C0 LF PNCf•ICR 1 FROM j Pfd Pl~U6M4Tt1Y 70-300 LF ~ H ~ ~
(3) ULBQ I ~ ~ 9,810 SF SOD x FDR THE SIDE.
. ~ . .rv~ 1 TERG 0 " ~ ~ ~ r~f_ a~ A ~ 2 FRONTS & 2 SIDES: a ~
W x ~ i ( .i 1 ILNS 1 CARL , L . \ ~a ~ ~ I _ (1} #95M ~ I 225 MULC ~I R', . FRONT (E) REQUFED: 18J LF = 36 FW ~ W W t~
_ x (6) , ERT ~1) MISM (3) CARL ( ) I x ~4 ~ - r;.; FROM' (E) FiXMDED: 5 SMALL CECIDL1~J51REFS X 5 = 25 PLN x ~ ~ 2 lPl~ C~gDUga51RtES X 8 = 16 FtJJ
{4) PENH ~ ) Pc?JA H ~ I (3) AR {86) URD MULC _ Qw ~ `5. a IOTAi. (E) FRONT: = 41 Ft1J ~ x ~
- (8S} MULCH x I ~ FRCM (W} F€QUF§D: 180 LF = 36 F'W W
~ ~ ~ I . x. rk a W ( {s) QUEP \ ~J FRCNf {W) PR0~IDED 241ARGE SI-RUEfi X 1 = 24 PW ~
~ (10) TILC s Z 6 SJALL SliitlBS X .5 = 3 PW ® p TOTAL (W~ Fi~,1NL = 27 PUd ~ ~ ,Z "
x E" I
~ I ~ I.~J Ei (z) cRAV o ~ ~ q I SIDE (N) REQURED 80 LF = 16 PW W 51DE (N) PROviDEO: 43 I~ S!-RUE X i = 43 PW Z
xj ~ MULCH {2) CRAV W 3 Shull. SI-RUBS X .5 = 1,5 PW
1) U = ' ~ ANNUALS (1) QUEL (1) ACOG 0 W I TOTAL (N) 51DE =44.5 PlN ~
~ MULCH 1 QUEN MULCH (1) ULBO { ~ (12) JUNC a I ' .~~a=.~ . SIDE (S} REQURc-D. 90 LF = 16 FlN
1 _ e~ \ ;,,III,, - P~ x t~ - MULCH (4) ILDB MULCH - ~ SIDE (S} PI~riCED: 36 lA}~E SFRLklS X 1 = 36 F'l1J
` ~ (3) ABEM (1) QUEP ~inr TlETP1L ~
x " I ~ I ~ ~ I 2 FRON15 & 2 9~ FROM (P~ REQUf~D: 120 lF = 24 PW
/ ~ l x ± ~ 3 ABEM • , EXISTING ijNG FROM (N} PRWIDED: 35 LPI~ SFRt.~ X 1 = 35 F'W
,u , ~ O ~o Ie, .
R ~ x ° • = OAS HALL IP~;{II," I ^ UL80 (t) QUEL TALL FRONT (S) f~QUlfi~; 120 LF = 24 Ft1J FROM (S) PROdDED: 1 LPRC~ SHRI.~S X 1 = 1 PW
_ SUBDIVISION ''gym"~~ au~~ I C+T O 1~T 14 SMALL SFit~ X .5 = 7 PW x,71 1 V 4 SMW.L DEgCIJOl.6 TR1~S X 5 = 20 PUJ
~ ~ ()Q~ - ~ _ %,II,,,' ° ~ ~ , - TOiPL (S) FROM: = 28 PW
I SIDE (E~ T~QURED 80 LF = 16 FtN
~ ~ (10) ILDB 0 _ x I ~ 3 = a 9DE (E} Pf~ICED: 11 IARt£ SFRUBS X 1 = 11 PUJ 1 SMW1 DEGDlRX.S TREE X 5 = 5 PUJ
- ' ~ . - - ~ `~4 ~ 37 ROSR THE BUFFER ALONG BY PASS r ' 55 WILL CONTINUE IN THIS ` TOTAL (Ej SDE = 16 PW o
i . ~l `\SIj4.,10~~ R ~ ' . ~ , ~ ; ~ ,4 ` § PATTERN THROUGHOUT THE 9DE {V~ RET.ILIRED ~ LF = 16 PW w
~ ; x':: '~yfyy, `~,n,~~„ ~~,,I ! (12) JUNC LENGTH Of THE PROJECT I g _ I,I~ 1 I _ - - ~ X ~ Y M M _ - - ODE (W} FRCHIDED 11 IARGE SI-RIDS X 1 = 11 FW V
~ 0 " , '~mnc` (3) QUEN 1 SMW.L DEafXXX1S 11~EE X 5 5 1DfP1(E) SDE = 16 PW
9~ ACOG 1
~ {3} WS I I I I I
I ~ ~ 1 ULBO ~ O O
~ - 1 (a) uLen ~ z
, ~ ~ (2) LAGN (1) QUEP DOUBLE DUMPSTER I - ~ ENCLOSURE (TYP.) 1/ FDLAD4110N PLPATTINC~ FOUNCWiION PLPNTS MJ:T TFE LOO411C{J REQUF~fATlS FDR PfdM~' BULI~N;? ~ n . ~ I 1
~ ~ - al i ro ~ _ \ (ITEQUMRED EPCH SIDE. PAD FRONT OR PN I~G4110N Cf PiPNIS WHEF~ DOORS ADD FEDESif~PN PREAS ~ ^ W~ MAY PEID TO BE PLt`Cm}. PtFA$E F~2 TO PLL l ShEEIS FOR 1FE PPoMaRP EXM~PI.ES OF 1FE
E , ~E - ~ MULCH ~ I y ff ; FOL~TION F'IAMAIGS. FUlY DL?aI.ED PLPA,S FOR EPOH FDLt~Lk1TI0N NSA NdLL EE PRCMDED AT
a ~ E ! ~ I . . x (1) U TFE 11h£ CF COP151R1)CTION DRANINGS. PUJ COUNTS ~ SLSJECT TO SHFT CR CH4AIGE TO hfET TFE U REQUIRE}+E1JiS. OUILOiS FOR THS SITE 1MlL EE DESIC~AFD AT TFE TiM: GF TTi~E FUf11RE DEVilOPhfTff a
~ / .T~. R PIANS. PPoM'>R( EIULTANGS MEf 1HE 20 FONTS OR M~ FtN FOR EACH 1C0 UAEPR FEET.
, ~ ~ _ LCrT 6 E 2/ ALL hEC#~QJCAI_ EQUPf+~ENI' WLL BE ` E'ER TFE UDO.
RETAIL - - - - _ - ~ _ - I I x N _ ^ (i) ULBO (3} JUNC MULCH ~ ~ ~ o W a
- m ~ " ' '
~ 13,989 SF I ~ (1) QUEP I-~ t~ _ _ _ , _ . LEGEND ~j W x H
49' DE ACCESS MUL H z I ~ v ~ _..m~ m,~- EA5 ENT C ~ Q
in _ 'f A ~ 3 (3) IAGD ~ ya<;K:~~"', SOD
N ' I ~ 'a. t .~aa
~ ! ) {3) JUNC I o
~ _ PAB #4 (9) ILCA Y 1
x _x p t ~ ~ i 1 UEP t ~
3 ~ O Q I. 1
o ~ (10) UL80 c
C i PROJECT N0. KRG-O8020
1 ULBO I m 10 R ~ '
a ~ .i^~ kRG08020-LS1
c ' x . DESIGNED BY: ~/RW
DUAIVV t1Y: SHW
SCALE: 1"=40'
DATE: 2008-10-26
t GRAPHIC SCALE
t O ~ 40 0 20 40 80 BDEET NO.
i a LS-6
Y PAD #3 1 inch 40 ft.
Y MATCH LINE - SEE SHEET LS-4
U PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION JiMcADAMS
N
a it

E
NEW HILL ROAD TYPICAL: 30 BUFFER -THIS BUFFER WI LL CONTINUE ALONG NEW HIL 0 zz
L R AD (s) ouEL W
CO ELECTOR ~ECT4R 'A': A-24 TYPICAL (45} ILDB d' ~ z z
p~~~
13 QUEP (2) ILNS ( ) - (1) MAGD ~ _ ~ _ I ~~~~o
_ ~ _ I - H w ~
(1) MAGD I ~ (3) MISM IG F
(3} ILNS (f) CRAU (3) ILNS 9 TERG x x x x x Q„i' 0
I (4) LAGM - (]0) MISM ~{11) MISM Q
4 x x , ~ ~ a a U
~ ~ x
,tll I ,,,11,1, ; ` , i ~ ~
~ - x x O x ¦ - ---r - : x x x
o a a ~
(3) MISM ~ x x x = I - x uu1, _ ~,tul,,~ - x , . - . .
(22) F~AP~ It e ~ • .,1 * . . _ x _ l~ ~ 2 IL 5 _.._.~~,..W~ . = W
, 0 p+ 0 ee • (5) JUNC (5) JUNC {5) JUNC - (16) JUNP Fr.y E" °a , U
16 JUNC 6 MULC Nf"'-r _ O (9) ROSR (6) MULC (9) ROSR 19 JUNC (48) RAPT _ -
~ ~ x x - z x W W
. . . . ,,.;;r.:. . . . _
. . ~ M FM F _ r.. - - ,
FM FM - FM ~ L F FM FM FM FM FM FM FM FM FM FM L--~ - - - - Z---- - - - - Z - w
. .
- _a_ --a 100' `\~+t~ i i^^~ i l++uDDrfrl~/
(45) ILDB (s} QUEL ..~n:~Q~/~4, QQ~~: ~,t~N6SCgp ~jy
100' TYP. A-20 BUFFER ` 2~~~a F9~' ,
100' -ENTRY FEATURE/ BUFFER 1YPICAL REQUIRED 20 PTS. TOTAL- 60% LARGE DECIDUOUS
100' TYP. B-75 BUFFER N ; T 105 s'
ENTRY FEATURES/ LANDSCAPING WILL BE PROVIDED- 4 LARGE DECIDUOUS (2.5" CAL.) -24 PTS.
REQUIRED 75 PTS. TOTAL- 40~ EVERGREEN = 30 PTS. PROVIDED FOR EACH ENTRY LOCATION. IN 30 (24") SHRUBS -9.5 PTS.
20% DECIDUOUS = 15 PTS. ADDI110N, SIGNAGE WILL BE INCORPORATED INTO THIS DESIGN. PLANTS MAY SHIFT OR TOTAL PTS. = 33.5 ~ HP~ +
CHANGE AT TIME OF CONSTRUCTION DRAWINGS.
PROVIDED- 4 LARGE EVERGREEN (12' HT.) -32 PTS,
4 LARGE DECIDUOUS (2.5" CAL,) -32 PTS. 30 (24") SHRUBS -15 PTS. SPECIALTY PAVING
STAMPED CONCRETE
TOTAL PTS. = 79
~m6
v
12" CONCRETE ~ BAND ~
(10) TILC (4) IAGN
ASPHALT
BY-PASS 55 TYPICAL -THIS BUFFER WILL CONTINUE ALONG BY P ASS 5
ASPHALT ~ v
- v (3) QUEN ~
I O
x (3) ILNS I CURB SIDEWALK.. W N
(3) ILNS , x a1 AR ~ a
x x I
~x x I I
x x x ~ W
HANDICAP a W ~
RAMP a H ~
\ I Ilf+ ~ ~i I W ~
\~\I 11~ ' a _ ~71i1= r _ x si '111 III+`, ~ 1RII~\ i I \ i 1 TYPICAL GROS5WALK DETAIL
11if1\ ,111111\\ _ x ~~i NTS a Q' © Z
1p1 \\111 ill~1 a ~ ~
A
~WHa
.....r..............•
_ - _ THOROUGHFARE A ARE "A" -THIS BUFFER WILL CONTINUE ALONG THROUGHFARE "A" x ~
-.._•-.r Fs-_ w _n wE~~ ~ z ~
(12) JUNC (225) MULC 12 JUNC (24) APF I I (12) JUNC ( ) (12) JUNC LBO Q ~ ~ , v...., ~ ~
(3) ILNS (37) ROSR (31) LORC I, (1) TILC
r~~'. • ~
1
100' ENTRY FEATURE/ BUFFER TYPICAL " ,auA,n~:~t'.yJ. (1) TILC ~ rl,~ ~'lm~ a g z
100' TYP. B-75 BUFFER ENTRY FEATURES/ LANDSCAPING WILL BE `,,1u1,
PROVIDED FOR EACH ENTRY LOCATION. IN ~ = . `~+urif ~ 'n fjm+` .,rrll ` x x f ~tur
REQUIRED 75 PTS. TOTAL- 409; EVERGREEN = 30 PTS, ADDITION, SIGNAGE WILL BE INCORPORATED INTO THIS DESIGN. PLANTS MAY SHIFT OR ~ ~1"' 2090 DECIDUOUS = 15 PTS.
CHANGE AT 11ME OF CONSTRUCTION DRAWINGS. ~ % .
PROVIDED- 9 LARGE EVERGREEN 6' HT. -45 PTS. ( ) 3 LARGE DECIDUOUS (2.5" CAL. -24 PTS. ti \ '
24 24" SHRUBS -12 PTS. ~ ( )
TOTAL PTS. = 81 ~ ~ ~ (9) ILN (24) PAPF (31) LORC (4} LAGN
1 (1) ULBO (3) QUEN (225) MULC '
100' ENTRY FEATURE/ BUFFER TYPICAL / ~
100' TYP. B-75 BUFFER ENTRY FEATURES/ LANDSCAPING WILL BE (~M/) ` O
PROVIDED FOR EACH fNTRY LOCA?ION. IN w
PEDESTRIAN MEDIAN TYPICAL ADDITION, SIGNAGE WILL BE INCORPORATED INTO THIS DESIGN. PLANTS MAY SHIFT OR
(2) LAGN (2) LAGN CHANGE AT TIME OF CONSTRUCTION DRAWINGS. A
(3) PRAK (3) PRAK
(3) PRAK ~ ~ ~ - - C-225 BUFFER - L( ~ REQUIRED 75 PTS. TOTAL- 40% EVERGREEN = 30 PTS. w ~j ~R -LOADING DOCKS 20% DECDUOUS = 15 PTS. ~ o
- If
_ _ a- , • 7 LORC a PROVIDED- 6 LARGE EVERGREEN (6' HT.) -56 PTS. ~ w
_ ~ ) - I T - -I- ( ~ ~ i (40) ILNS 7 SMALL DECIDUOUS 1,5° CAL. -35 PTS. ~ 100' TYP. B-75 BUFFER 24 (48") SHRUBS ( ) -24 PTS. H ~
~ + s
E I g 1 TOTAL PTS. = 115 r
a =J I (9) VIRP m i ( \ ~
I 7 RAPT N ?
. . .
o ; . ;;..o... \ I 1 N • - ~ i , x. ~r. ' / 1
`x" \ / ~e _ ~ : . x , ~ ~ `~turl,~ ``tur,,~~`+ua,, k w
x ~'fI ~111eti ~ e r m '~i e~: iA
I - 1i1 x -1j 9 / 1 I / * ~+'tu, 100' TYP. 8-225 BUFFER c J
~ (10) ILCA (10) IL~CA I ( e++ 4 `V~ 3 MISL ~i4rtt+`~ * L J `'t~4' ~+~~~"'~,+t~~~, REQUIRED: 225 PTS. TOTAL- 40~ EVERGREEN = 30 PTS.
o ~ (7) LORC O ` x x x c N / X _ * % * * 20% DECIDUOUS = 15 PTS. *
~ I % o / (7) LORC ~ fiull ` !{flfi ,11111 / I ~ ~ ? '~ti
I x Y ~ , - x * = - * _ PROVIDED: 9 LARGE EVERGREEN (12 HT.) -72 PTS.
N 1_ / I I ~4 11'1 : / ~ _ I11 tt~ rn I hl1 i ~ , - x 1B; t+~~'`'."'+° r ~ ` x ~t++`~ % * ~ ~ 20 LARGE EVERGREENS OF A SEPfRATE SPECIES -160 PTS.
350 x ~ (1) VIRP ` x * - , TOTAL PTS. = 225
''nla`~ c ''l,~a+` , ~ I
a i PR0IECT N0, KRG-08420
~ 350 LF.-30 SCALE ~
~ i ~ / / a REQUIRED- 350 LF./ 40 FEET/ TREE = 8 TREES ~ ~ ~ ~N~: KRG08020-LS7
~ 5 SHRUBS TREE SPACE = 40 SHRUBS " `+IIa, ~ - / /'fit \ DESIGNED BY: ~/RW - l 500 ~ / ~ ~
/ill _
DRAWN BY: SRW
o PROVIDED- 14 TREES i
48 SHRUBS r GRAPHIC SCALE SCALE: 1 "=30'
p j / 30 0 15 30 60 DATE. 2008-10-26
N O SHEET NO.
O 1 inch = 30 ft. LS-7
Y
C7 Y
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION MMcADAMS
m
CL u

V1 H
Z Z W
. z z
A~~~
<C~~~o
U H W . v
F ~ w
~ 0 ~
'z°~
zaa~
x
' a oo~
Wiz
x a h
~
a ~ w w
w
z ~ M
z
w
Cq~O'~%s ~ Q~ .4 NDS~ p
P A . y F.~ , ?w~°
* N 1050 i;j ^i. T ,~d 0
'i ~ • a
~v 5~`,
U
O
Z W f
g U
PRUNE PROPORTIONALLY Tp N z
COMPENSATE FOR REDUCTION 0
'PLANT AZALEAS AND OF ROOTS AND TO PROMOTE CAMELLIAS HIGH. ABOUT NATURAL CHARACTER OF GROWfH g
1 /4 OF BALL ABOVE w N
GROUND LEVEL SHRUB SHALL BEAR SAME RE- LATIONSHIP TO FINISHED GRADE a
AS PRfV1OUS EXISTING GRADE
REMOVE FROM CONT. OR i/3 BURLAP SAUCER
3" MULCH -EXTEND BEYOND SAUCER BED PLANT S C H E D U L E DO NOT PLACE MULCH IN CONTACT WITH TRUNK
TOPSOIL TREES aw ~
- BACKfILL MIXTURE KEY QUANTITY CGMMGN NAME BGTANICAL NAME ~I ~ I - TOPSOIL, PINE BARK MULCH & SOIL LAGN 158 Natchez Cra e M rile La erstrOemia Indl ~NICAL NAME SIZE SPACING/REMARKS ~ ~ ~
~i ~ OMIT OF BEAR ROOT SPREAD >rstroemia Indica 'Natchez' 12-14' H t., 6-T S rd, See Plan, Multi-trunk, 3 canes roln, ~ ~ W ~ p Rubrum 'Qctober Glor ' 14-16` H t„ 7-8' S rd., 3 - 3-i/2" Cal, See Plan ~ d+
~ - MIXTURE TD BE TAMPED ACGG 39 Goober Glor Red Ma le Acer Rubrurl 'GCtC 1~ ~ SUBSOIL BROKEN W11N PICK QUEP 157 Willow Gak Quercus hellos ~cus hellos 14-16` H t., 7-8' S rd., 3 - 3-1/2" Cat, See Plan
= PRUY 41 Yoshino Cherr Prunus x edoens ~I I pus x edoensis 12-14' H t„ 5-6' S rd„ 2-1/2 - 3" Cal, See Plan Z ©Z
varies ULBG 117 Bos ue Elm Ulrnus arvifolla 'B TWNCf SIZE OF BALL NOTE: DO NOT PLACE MULCH IN CONTACT WITH TRUNK PRAK 39 Akebono Cherr Prunus x edoens s arvlfolla 'Bos ue' 14-16' H t„ 7-8' S rd., 3 - 3-1/2" Cal, See Plan a ~ O ~
ILNS 178 Nellie R, Stevens HoU Ilex 'Nellie R, Step ~u~edoensls 'Akebono' 12-14`~ H t„ 5-6' S rd„ 2-1/2 - 3" Cat, See Plan A .-I 'Nellie R, Stevens' 8-10' H t„ 6' S rd See Plan a ~ U1
QUEL 87 Gvercu Gak Quercus t rata ~cus t rata 14-16` H t., 7-8' S rd., 3- 3-1/2" Cal. See Plan ~ w w a
THUG 50 Green Giant Arborvitae Thu a standishli x a standishli x Licata 'Green Giant' 8' H t„ 3-4' S rd Full to round x ~ ~
SHRUB PLANTING DETAIL LAGD 20 D narlite Red Cra erg rtte La erstroerlia indi NOT TO SCALE QUEN 19 NuttaU Gak Quercus nuttallii >rstroer~ia indica 'Whit II' 12-14' H t., 6-7' S rd, Sln to Stem ~ ~cus nuttallii 14-16` H t„ 7-8' S rd., 3 - 3-1/2" Cal. See Ptan ~ x ~ Q'
CEDD 2 Deodar Cedar Cedrus deodara 'us deodara 12' H t. See Plan, Futl to round, central teader w F Z
PISC 1 Chinese Pistache Pistache chinensis ache chinensis 14-16` H t„ 5-6' S rd„ 3 - 3-1/2" Cal. See Plan Z ~ Q,''
If PLANTING HOLES ARE DUG WITH AVOID PURCHASING TREES BEFORf PLANTING, ADD 3"-4" CRAY 23 Winter Kin Green Hawthorn Cratae us viridis A LARGE AUGER, BREAKING DOWN WITH TWO LEADERS OR (7_TO OF WELL MAGD 13 DD Blanchard Ma nolia Ma nolia randiflor tae us viridis 'Winter Kin ' 10-12' H t., 6-7' S rd., 2-1/2 - 3° Cal. See Ptan p ~olia randiflora 'DD Blanchard' 10-12' H t., 5-6' S rd, See Plan, Full to round ~ ~ A
THE SIDES WITH A SHOVEL CAN REMOVE ONE AT PLANITNG. COMPOSTED LEAVES, RECYCLED ELIMINATE GLAZING AND CREATE OTHERWISE, DO NOT PRUNE YARD WASTE OR OTHER LAGM 16 Mu5kO ee Cra e M rile La erstroerlia Indi >rstroeMia indica 'Musko ee' 12-14` H t„ 6-7' S rd, See Plan, Multi-trunk, 3 canes min, ~ ~r
THE PREFERRED SLOPING SIDES. TREE AT PLANTING EXCEPT COMPOST AND TILL INTO 6" FOR SPECIFIC STRUCTURAL (TS CM) OF PREPARED SOIL. TILL 10 Littleleaf Linden Tilia cordata cordata 14-16` H t„ 7-8' S rd., 3- 3-1/2" Cal. See Plan W p
CORREC11ONS, ADD COMPOST AT 20-35~ $Y LAGT 8 Tuscarora Cra e M rile La erstroerlia indi VOLUME TO BACKFlLL. ILEG 3 American Holl Ilex o aca `Carolir >rstroer~ia indica 'Tuscarora' 12-14` H t., 6-T S rd, See Plan, Multi-trunk, 3 canes rein, ~ x ~
o aca `Carolina #2' 10` H t., 5-6' S rd. See Plan p
SHRUBS KEY QUANTITY CGMMGN NAME BGTANICAL NAME aNICAL NAME SIZE SPACING/REMARKS
ABEM 100 Mardi Gras Abelia Abelia randiflora is randiflora `Mardi Gras' 14-18" H t.,14-18" S rd, 36", Q,C,
MISL 28 Little Kitten Miscanthus Miscanthus sinensi anthus sinensis 'Little Kitten` 1 -Gal. 48", Q.C.
DO NOT WRAP TRUNK; MARK THE RAPI 344 Indian Hawthorn Rha hiole is indica NORTH SIDE OF THE TREE IN THE ~hiole is indica 12-15" H t„ 15-18" S rd, 3D", D.C.
NURSERY AND LOCATE TO THE PENA 15 Dwarf Fountain Grass Pennisetur~ alo ec NORTH IN THE FlELD LGRP 176 Pur le Pixie Lara etalum Loro etalur~ chine ~isetur~ alo ecuroides 'Har~eln` 3 -GAL, See Plan ~ etalum chinense var. 'Purple Pixie' 12-14" H t„14-18" S rd, 42", Q,C,
ILDB 1911 Dwarf Burford Holt Ilex cornuta `Dwai cornuta `Dwarf Burford` 21-24" H t„ 15-18° S rd, 36", Q,C,
CARL 19 Lon wood Blue S irea Car o teris x cla ro teris x clandonensis 'Lon wood Slue' 18-24" H t„ 18-24" S rd, 3D", O.C.
RGSR 267 Rainbow Knockout Rose Rosa 'Radcore' TRUNK FLARE AND TOP OF ROOT \ _ DO NOT STAKE TREES EXCEPT LORC IOI7 PUr le Diarlond Loro etalUr, Loro etalUr~ chine a 'Radcore' 16-18' H t„ 16-18" S rd, 30", D.C. ~ etalur~ chinense var, 'Pur le Diar~ond' 18-21° H t„24-27° S rd, 48", D.C.
BALL SHOULD BE AT GRADE IN J"'" WHERE SPECIFIED BY WELL DRAINED SOIL, UP TO 4 LANDSCAPE ARCHITECT. IF ILCA 201 CarlSSa HOII IIeX COrnUta 'Carl cornuta 'Carissa' 18-21" S rd, 36", Q.C. / ~
INCHES (10 CM} ABOVE GRADE IN STAKING IS NECESSARY, USE JUNC 350 Corlpact Pfitzer JUYII er Juni erns chinensi POORLY DRAINED SOILS TWO OPPOSING STAKES WITH erns chinensis 'Pfitzeriana Cori acta` 15-18° H t., 21-24" S rd, 42", O.C. W e~
sEPARATE FLEXIBLE nes. ITEV 69 Henr 's Garnet Vir inia Sweet i~ vir mica 'Her REMOVE STAKING AT END OF TERG 59 Ja anese Ternstroemia Ternstroer~ia rIr vir mica 'Henr 's Garnet' 18-24" H t. 42", Q.C. ' `
FIRST GROWING SEASON. PRGL 90 Gtto Lu ken Cherr laurel Prunes laurocera< ~stroerlia r~nanthera 21-24" H t, 48", Q.C. V 7us taurocerasus 'Qtto Lu ken' 24-27" H t„ 18-21° S rd, 48", D.C. f1 _
NOTE: WIDTH of PLANTING HOLE SPIJ 210 Ja anese S irea S iraea 'a onica ' 15 3 TIMES ROOT BALL DIAMETER 4" TO CM RNSED RING OF p p aea 'a onica 'Goldmound' 18" H t„ 15-18" S rd _ 30", Q,C~ w
IN HIGHLY COMPACTED OR CLAY SDIL TO DIRECT WATER INTO CALB 67 KOrean Feather Reed Grass Calar~a rostis bra 5O1L; 2 TIMES THE ROOT BALL ROOT BALL -ESPECIALLY BECP 13 CrlrnsOn P rn Barberr Berberis thunberc ma rostis Brach tricha 1 -Gat, 36", D.C.
DIAMETER MINIMUM !N All OTHERS. IMPORTANT IF TOP OF ROOT ~eris thunber ii 'Crir7son P r~ 12-14" H t„ 8-10" S rd, 30", G,C, anthus sinensis 'Mornin Li ht' 3 -Gat, See Plan
BALL Is RaISED AsovE GRADE. MISM 121 Mornln Li ht Miscanthus Miscanthus sinensi MULC 687 Pur le Muhl Grass Muhtenber is ca ill enber is ca illaris 3 Gat, 30", Q.C. ~j
2" (5 CM) BARK MULCH; Do BERT 6 Rose Glow Barberr Berberis thunberc NO7 PLACE MULCH IN ~eris thunbergii 'Rose Glow' 18-21" H t, 42", D.C. ~ W ~II Q
CONTACT WITH TREE TRUNK. PAPF 27 Prairie Flre Switch rays PanICUFt Vir 0.tUf7 ' curs vir atur7 'Prairie Fire' 3 -Gal, 48°, O.C. Q W vor~itoria 'Nana' 12-15° H t„ 15-18" S rd. 30°, Q.C. ~ ~ Z
EXISnNG ILVN 72 Dwarf Yau on Holl Ilex vorlitoria 'Nar r GRADE GRUUf~D COVERS
DIG WIDE PLANTING HOLE W1TH / ':,9'j° ' '4a / / EXTEND STAKES INTO CARR Ice Dance Sed e H ~ a~
~ TAPERED SIDES ~ . , } I ~ UNDISTURBED SOIL \ HEMS Na Returns Da lil
` E CUT BURLAP, ROPE AND WIRE " 4"- " t 1 M P PENF Giant Fountain Grass ~ BASKET AWAY FROM TOP AND SIDES ~ 6 (0- 5 C) DEE ER
n. OF ROOT BALL. ~ ~ ~ THAN ROOT BALL FOR JUNP Parson's Juni er ~
a ~ LOWERED PLANTING HOLE AS LIRD Densiflora Lirio e /\~i\~i\ i NEEDED W1TH POOR
o SE7 BALL ON UNDISTURBED SOIL DRAINAGE. MISC. m TO PREVENT SETTLING PACK BACKFlLL SOIL AROUND BASE OF SOD - Bermuda brass
ROOT BALL TO STABILIZE; ALLOW REST - N OF BACKFILL TO SETTLE NATURALLY, OR MULCH Wood or Pine Straw
TAMP LIGHTLY. wx
WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT DACE, DLL IN
SOIL AMENDMENTS TO A DEPITi Of 4"-6" (10-T5 CM) OVER THE ENURE AREA. A
~ FOR CONTAINER GROWN TREES, U5E FlNGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER 4F ~ POTTING SOIL; THEN CUT OR PULL. APART ANY ROOTS CIRCLING THE PERIMETER OF 1HE CONTAINER. .I
N DURING THE DESIGN PHASE, CONFlRM THAT WATER DRAINS OUT OF THE SOIL; DESIGN ALTERNA11Vf DRAINAGE SYSTEMS AS
0o REQUIRED.
(7 THOROUGHLY SDAK THE TREE ROOT .BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING 1HE FRST MONTH Y AFTER PLANTING AND REGULARLY THROUGHOUT THE fOLLOWiNG TWO SUMMERS.
N m
C
0 TREE INSTALLATION DETAI L
~ NTS rxorECT No. KRG-08020
U 'c
m a ~v.Err~asE: KRG08020-LS8
c m DESIGNED BY: ~~R~1`(
c
a 0 DRAWN BY: SRW
m m SCALE: 1"=30'
O 'v c
m J DATE: 2008-10-26
O N O SHEET NO. LS-8
00 O
i
Y U PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION JiMcADAMS
m 0
fL i X

~ ~ ~ ~ OPEN SPACE CALCULATIONS AND DATA: Q+ ~ z ~
OPEN SPACE REQUIRED FQR PHASE 1: A ~
73 ACRES X .5% - 36 ACRES ~I W ~ o
OPEN SPACE PROVIDED: U ~ ~ w
~ VV
x Q URBAN HARDSCAPE AREA: .22 ACRES (9,561 SF) ~ ~ 0 0
x x . x 0 O Q x~ CENTRAL AND FOCAL AREAS: .44 ACRES (19,004 SF) ~
d~ ~ x o
~ - ~ TOTAL PROVIDED: .66 ACRES (28,750 SF} ~ ~ ~ ~ ~
M x SEE OPEN SPACE DE5CRIPTICNS BELOW: F~ ~ ~ ~ ~
ao~a~ ~~W a~
I z ~ '
W a
/ x H ~ a
/ ~ ~
x a w I ~
W ~ x Z ~

j ~ w
f „ '
`'n' ' DSO n ~ OQ .~~PN A,o~r.; y~
i ~ / x w
~
1 x x ~ ~ ~
x ~ ' . _ - u ~
~ ` ~ 4 -t" - r
/ /l ~,~ti,
3.4 ~ - , F, _ _ I,. ~j,w
I I a.,.,,.,,w . ~ . ' ,i ~ / / / /
- - - QI ~ _ 5 F.
I s E ~ ' /
_i o o'er- o o -S~'o / / `
~ ~ Q x i U
x
? x x x ~ j = ~ ~ x / / ` x z
? ? ? x x x x ? x x ? ? / s '--7 / 0
_ ~ / / ~ N
,~~':r ~ i
i - ~ ~ o
- 1 rl N ~ ' a Q
-
$ F - S°' ~ ~ - ~ 1 x ,r 1 _ irk
~ ~ ~ ~ ~ i"~ ~1
~s ° r. j
~ .,ti.~~~{ 4 ,
y a ~ ~ ~ t1f
t,
:.x~ I W ~ ~ ~ ~zoz
I/ / / / x
~ , EE ~ ( a ~ ~ ~
k a. / . {
I r' f~ 'A i = - A ~wWa
~ i ~ / / x - - x~~a
/ , 's
/ Y
/ \ /r V I x ~ ~ ~

.;,1:,, y x ~ x /
.u: ...e^^~'. ~.a: ~ ~
+t,
~i.'.` O
I x _ _ x o
t ~ I ~ x ~ r = o ~
pfl/~~ {1 {
"4'. J
I
ti x
r~11~ iG^;.6.' . ^(A!t v
~~`'+~1 ~~w~,;
x
;1, a
x:;
e x w........ ~:':x.'% .:cmw... u~ - rp~ oo
x !tti x a ~
o ~ A , w

~ ~ w x _ ~ ~
X x x x ~.y a ~ ~
GRAPHIC SCALE
E 20 0 10 20 40 I
a m x = x
v, 1 inch = 20 ft. 0 I ~ ~ a
M
0 0 N
CENTRAL OPEN SPACE~STREETSCAPE I€ 9 ~ o Wx
THIS AREA OPENS UP TO THE STREETSCAPE THAT IS CREATED BY THE CENTRAL OPEN SPACE IS DEFINED BY A FORMAL ALLEE OF LARGE WALKWAYS, CROSSWALKS AND PAVING PATTERNS LEADING THE
DECIDUOUS TREES CREATING AN EAST-WEST AXIS THAT TERMINATES AT PEDESTRIAN SAFELY ACROSS THE STREET TO THE MAIN SHOPPING AND A
EITHER END WITH LANDSCAPED VISTAS. THE TERMINUS AT THE EASTERN t ~ I 1 I
END 15 DELINEATED BY SMALL FLOWERING DECIDUOUS TREES AND RETAIL BUILDINGS. THE SHOPS FLANKING EITHER END OF THE OPEN GRAPHIC SCALE ,
o OTHER LUSH PLANTINGS. THIS FOCAL FEATURE, IS FDRMED BY RAISED SPACE HELP TO DEFINE THE URBAN STREETSCAPE AND OPEN SPACE o PLANTERS THAT CAN ACT AS A SEATING WALL OR WILL HOLD OTHER SEATING AREAS. UNTIL TENANTS ARE IDENTIFIED, IT IS UNKNOWN AT 20 0 10 20 40
(7 VERTICAL ARCHITECTURAL ELEMENTS TO BE FURTHER DEFINED AT THE THIS TIME WHAT THESE END SHOPS WILL BE IN THE FUTURE, IF THE Y TIME OF CONSTRUCTION DRAWINGS. END-UNITS BECOME RESTAURANTS THIS ES A GOOD PLACE FOR
OUTDOOR SEATING. THIS AGAIN WILL BE FURTHER IDENTIFIED AT A
THE PEDESTRIAN IS MOVED FROM ONE END OF THE OPEN SPACE TO LATER DATE. ~ THE OTHER THROUGH THE SHADED ALLEE AND PERIODIC SEATING AREAS 1 inch = 20 ft.
o EQUALLY DISTRIBUTED THROUGHOUT. THESE SEATING AND PLANTED THE STREETSCAPE IS CREATED BY PATTERNED HARDSCAPE AND LARGE
~ AREAS ACT AS RESTING POINTS, GATHERING SPACES, FOCAL FEATURES AND SMALL STREET TREES IN TREE WELLS THAT DELINEATE AN EDGE ~ AND SECTIONS TO BREAK UP THE SPACE. AND FORM SHADED WALK AREAS AND GATHERING SPACES FOR VISTA/OPEN SPACE: rROJEC'r xo. KRG-O8OZO
U' PEDESTRIAN ACTIVITIES. THIS SPACE FUNCTIONS AS A PEDESTRIAN REFUGE, SEATING/
W THE WESTERN TERMINUS OR ON-STREET PUBLIC GATHERING AREA, THE a ~ ON STREEL PARKING PROVIDED IN THIS AREA ALLOWS FOR QUICK, EASY GATHERING AREA OUTSIDE OF THE PULL OFF LOCATION AND AS A KRG080Z0-0S1
~ MAIN VISTA FROM ALL POINTS OF THE CENTRAL SHOPPING AREA} OPENS AND SAFE REFUGE FOR THE PEDESTRIAN TO THESE MAIN OUTDOOR m UP INTO A GRAND HALF MOON DEFINED BY CIRCULAR PATHWAYS. THE MAIN FOCAL FEATURE FOR THE CENTER, nESrcn~n sY: TP/RW
E r~n-ri :a~ T~ ~ ~.-,T,.,„ ~ ~~T, ROOMS.
Q FUl,71L 1'LHIURL IN If1L MIUULC I.HiV. YI~UVIUL JLHIINO 1ANU WILL LIItiLK BE LUSCIOUSLY PLANTED OR WILL HOLD OTHER VERTICAL I NE SHAI;L IS MAUL UP OF A LANUL SUUULU UHLN ANEA I HAI IS DRAWN BY: SRW
FORMED AND DEFINED BY LANDSCAPING. THE LANDSCAPING PROVIDES FOR SHADE AND ACCENTS THROUGH THE USE OF LARGE DECIDUOUS SCALE: AS SHOWN
o ARCHITECTURAL ELEMENTS TO BE DEFINED AT THE CONSTRUCTION DRAWING PROCESS. c TREES AND LARGE AND SMALL SHRUBS. THIS SPACE MAY BE
J O FURTHER DEFINED TO ADD BENCHES, MORE PLANTED AREAS OR DATE: 2008_10_26 ADDITIONAL ARCHITECTURAL ELEMENTS AT THE TIME OF CONSTRUCTION
N O co DRAWINGS. SHEET NO. 1
O THIS OPEN SPACE DRAWS THE PEDESTRIAN IN AND THE VEHICLE TO os_ 1
Y THE SURROUNDING DESTINATION POINTS.
i9 Y NWADAMS
U co PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
A) 0
0. x

d'
IL - ~ _ =,r _ O b.o b,o b,o b.o b.o b,o b.o b.i b.1 b.1 .1p~i 5. -b:6--b~~ra-~6~~z-T~i ~i 61~b.1 b.l b.l b.l~b~ b.o b,o ~
GHT FIXTURE / b.o b,l b.l b,1 bs b.l b.l b.z b.9 b.9 b.4 .45.3 b.z bs i.e 5.9 5.B 3.7 Z.9 6,3 6J 6.9 6.1 4.a a.o b.D b.9 b.s ~ b.6 b.4,~s b~4 b,4 b.2 b,l b, b.D N
5,0 b.l b.3 b.A 5. 5.3 b,5 b.9 b.7 L3 i.i b.D~i 5.4 5.5 L1 4,a 6.16 6,9 6.S 6.0 6.2 b.6 b.9 b1 L6 b.3 b.9 b.0 L0 6 b.2 b.l b. I fl r-ryry~~ ~ _ N ~
ROUND TAPERED STEEL POLE i / ~ I `I ~ ~ N1 / ~ I ~ b.0 b.i 5 i,4 82.0 8Z.2 81.0 i.5 I.9 81.5 4,6 6.1 4.7 6.1 83.7 i I.'r i,3 .0 3 M 5. 2 .0, 6 0_5~~0 4.6 4.4 6.4 8r.2 i.9 1.9 b.5 b.l b.o ~ ~
i I r I II WM WM -1_ ~ ~ N/ b.o b.1 b.z .9 9.1 i,v 6,3 5.9 .9 .3 _ '.3 a.z .0 6 4 .1 6J bJ b.z b.o ~ ~ ~ Q 8 /
~ ~ ~ b,o b.o b.l b.4 .s 6.9 I ~ ~ ~ .3 3 6. o wM ~ 6 3 b.9 LD b.z b.o ~
1 qIY 8 7 @ 40 9 5.0 5.0 b.0 b.0 b.l b.4 .6 S.3 .7 WM WM i vyM qpp ~ 7 83,3 b.e b.2 b.0 L ~ V ~ „ 1 7
ta\ b.3 ,z 5,1~5,~ b.l b 1 b.l b.l ba b.s ..l '4.a .~1 99 3 3.0 .o b,a b.o L ~ ~
1 ~ - 29 t 6.2 ,5 b. b.2 .s b.7 b,7 b.s b. buw~ b b.4 .7 4.D 6.z .eM w 5 7 a.z bJ b.z b.D O ~ C ~
ry ~ C b.3 5, .7 1.1 i,a .D 1. Ls .3 3.0 '1.z a.z .s 6 z 83.1 i.D b.z b.l O r
32 M I, a, 1 Y,11 ~ ` ~ ~ ~ .6 i.9 11.4 .5 k 12 Cr Q I ~.6 I.9 61.4 ,583.783.682.583.16.183.889.D 9.483.5 9.8 9,46.383.3 .B ~ ~ 882.6 b,9 b.2 b.i ~ ~
~ 1 !i b,7 11.4 9 9,4 I - ~ ~ ~ ~ bJ 82.4 6 9,4 6 .0 6, ' •7 ~ 6 6 b.9 b.9 b.z b.i ~ ~ r _ ~
b.s b ~bl,l0 ' b.o .o b. b.o b,o b.o b.o b.o b.o b.o b.o b.a b.l b.z b.2 b.l b.o b.o b.l b.z b.z b.l b.s b.o b.s b.a b.o b.o .s .o .o .o \ .z b.s i.1 11,s ,z 1i. b 13 14 r U ~ s i.l 4,s ,z b. 5 ,1 '6.a-- ~ wM ~ vV~t ~ ~ b 9 5.1 6.9 b.2 b.l
~ ~ ~ I b.o b blo b.o .o b. b.o b.o b.o b,o b,o b.o b.o b.o b.o b,s 1+.9 4~_ b.z b.s b.l Ls b.7 b.o b.a b.l b.o b.a b.s b.a b.o b.o b.o bs b.o b.o b. 1 6, b,7 i.a .7 .s 13.4 I ~ 7 i.a .1 .s 5.9 -b-,z b.6 ~ ~ _ b s 4.1 1.1 b.3 b.l ~ yy
R _ - - - J b.ol I b o II } b.o .o b. b.o 1s ii 12o.a b.6 b.l b.l b.a bs bs b.a b.o b.o b.o b.o b.o b.o 1 6.1 b.3 b.6 Ls a_a.a 11.1 I LJ.. ~ is j ~ ~~61 S.e 1.3 b.4 b.l 6 L5 - 5 _4.8 81,1 ,92 .9 6.2 -9~, ~ _ /T
' I HB HB 19 b. ~ b o b.o b.o b. b,l ,ei.o i.l i.4 b.z b.l b.o b.o b.D b.o b,o b.o b.o b.o b.1 b,z b 9 5.9 §.1 6.7 6 4 5.9 -~-~6,1 6.7 b 6 G.7 6.9 ~ .7 4.9 L1 b.3 b.l ~y
, b b a Ti q b.o .o b. b.9 H6 _ -_21.- b.a b.l b.o b.o b.D b.o b.o b.o b, 6.1 ,1 b.4 3.s 13.6 Ili b.9 51,5 6.6 6. .7 6.6 l6.1 6.2 ~.9 6.6 6.6.7 i.0 ~.2 81.3 81. 6 8/. 8-6.3 6 5.2 ~5 81. .~6.2 6.9 ~ 2 6.x%.9 b,2 ~~9 5.7 eI.A6.6 6 ~6 6.9 6.a~e7:9 6v~ 4 5.6 8R5 6.7 b 6 b.9 b.4 b,2
~s b b o bl.' b.o .o b b.s 8s Hs 6.a b.9 b.o 6,o b.o U.o b.o b b.o 6,1 b. b.7 Ls .a 5.3 a. 39 b.T I.s .a 6.3 9.8 6.8 89.8 9,1 F6.1 6,8 i0F3 b.9 I1.6 ~i,9 i,9 82.~ b.6 I1.4810.fi ID.D 81,1 6.0 ~.6 5.7 I1F95.8 6.6 F7.3 e/.fi I1 F3 I2.5 I0.7 ri.7 x/.9 IOF8 ~.5 I1,6 ~.9 6,9 b.2 i1.2 ~.9 I1.S b.~ X1.9 i.l f0.8 X1.3 I1 F7 b.1 ° ~.2 I.2 b.5 b.2
ON BETE POLE BASE 24" DIA Il pI Hs ~ C C ( } 1 PSI n ~ b.o b.o b.o a`o b.o ~ b.1 b.l b. ~b.s .1 b.l A.1 n b.5 .1 82.1 9.1 9 9 Il. 5 0 1 .4 D.fie/ 6.6 .9 13 I . 5.2 5.9 B I3 Il.l .9 i2 6 B i0 5,5 .9 I .0.951 I~.9 5.9 I.1. 9 5 4 6.0 6.7 I.3 b..5 b.2
b.a b b o b.o b,o b. b.1 b. „ 1I _ aw ~ _ B ~ ncc ~ . b,s y2_82.9 6.z .2 .i b.9 b:z .7 .s b.l I .75.1^ "`$,3 5.2 9 ~ .s 6.2_63.0 3.z_-,I Io,23. 7 S. aigall ~~1,2 Ioi 5.6~ .D ~.2 5 0.06 .6 5. 0.16 7 .z 82.6 1.1 b.4 b.z
b.o b.o b.o b.o b.1 b.l b, b,s ,2_b.9 §.z s b.a b.o p.o b. b.o I _ 3• FINISHED GRADE ~ 1 _ _ ncc _ Ax
b,s .o b.0 b.0 b. b.o b.o '6.o b.o b.o b,l b,z b. b.7 -.a-5,4 3,s b.7 .1--53,4 3,8 ,.7 ~ 7 b.2 .3 ~.8 6. 0 b. ' -'§.3 5.5--U 3 .6 X5.7- .7 G,3- ~,6 ~7.~ 0 .1 S. ,1 b. 3 b.9 3 .9 9 -4.8 6 co .P bA-,~,2~-Fi.3 b=.3 I.7 b.6 b.3 b.l
b. b.o b.o b. 6.a b. b.o b,o b.o b,o b.z b.3 b. I.1 .:e-§.z b. ii SITE LIGHTING POLE DETAIL b, b.6 b.6 b, b.6 b. . b.D b.D b.D b.D b,2 b,6 ilb i.6 .s s.3 ;.1 , 1,1 .:a-6.2 6. i 5 6.0~. .7 4,5-Q 8-6:1 4.Y. .3-6.7 9. ~.5 2 9: 5 .B 6. 6:6 .9 X8:2. 4.43: 3 b.~ '4.5 4; 4.8 4:8:8-4.9 9:Y5':5-~5.0 X3:6 .0 I.5 b.7 b.3 b.l I i _ ~-q~-.~--~_ _ _
NTS i I ~ . 0 i,6 .5 S.3 ~.1 ,i .3 Io.e 5:5 ~.B -.8 4. 7 ~J.~7 ~i.0 9, .6~~+3.6 ~S .B X3,1 5.0 9.7 ~S 4.2 .6 '4, 8 4.9_ 4,3 4.9 4. 0 X3.2 .4 !.2 4 .8 '3.4 .9 .8 9{ 5L9 ~.6 L7 I,9 b,b b,3 b.l
b.D o bs b.o b. b.s b, b.o b.o b.0 b.D b.3 b.e I s 17.1 4.3 6. 5 81.1 4.3 6. i . 6 3 tl D .7 6. .9 ~.D- -4.B 4. 9 ,2 9.T''3I'.E-83.9 83 1 4.5 .5 9. 5 .4 .8 .7 5 'h. .B 4. - .5 83 .2 4 8 .5 .I I`:8-.~,I-:i-~9/.0 9 1 1.4 b.5 b.2 b.l
b.o b.o b.o b.o b,a i.o .9 b. ''3.4 'a ey1- fi:o o . i o b,o b,s b. b,D b, s l 8 82, 6.4 4-8ye-. 1 81.7 .^6 e/.D . ~-~5.2 6. .4 9.7~4~7 4.6 ~.8 ~5.7~i 3 .2 ~7. .6 b. ~.4 b.3_ .7. .7 ~i. ~l_4.8 '6.2 .5_.7 b;_. ~.9 b,3_~5~i.2 9. I.5 b.7 b.3 b.l
11 ( 1 5 3.6 12.2 THIS PRECAST POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURP05ES ONLY; b o o o bs b.a b. b.o b b.o ~ b.o b.o b.o b.a Lo .a . G s ACTUAL PRECAST FOOTING SHOULD SE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION J ~ I~ I ACC ~ B b. ~ 681..6 82.2 l . 6~~• 6 b. b - ~.0 81.4 b B ~1,0 81.78' .5 6.B I~.4~9 4.2 X7,6 .2 5 6 2 .3 b. ~7 3 5-.8- ,4 ~r. ^b.0 6 ~ b.fi X5.1 .3~.2 b 9 .9 6.~•8 ~13~.4 ~.1 ~L.9 b.9 b.4 b.2
b.o b.o b.o b.o 5.4 b. L9 I .3 b.6 b.9 WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC SOIL WIND LOADCONDITIONS ETC. b o '~lo ~ a b.o b.a b. b.o b / / . 9 I .3 81.8 5.9 I •9 6.~ 5J ~ ~ jL -L-.•3 6~.5 e/ 6 i.1 6 5. 7 87 0 87 ~.4 8! 1 6. .6 6,3_ 82.4 b.9 b.4 b.2
b.D .a b, .o b.o b.l b. b.2 b b.o ~o b.o b.o b.o ~ 5.3 5 s b.a i z .a 1z.o i.s N0.10 GROUND WIRE TO LIGHT FIXTURE J B 12 .B 81.0 I.5 4.63'5:2 b.1_' ~3 81,9. ~.9 6.1--~-. .8-~.6 8411_9.1 87,3-88:8-8.7 6 .D i, 7 6, .-i3.9 6.2~ 8 t 8.9 6a.3~6.5 6-6-~:-6-x.4 6.a-J,.3_6.0 9 I.5 b.7 b.3 b.l I
I b.o ,o b y , ,1 b.l b,z b, bs b z o b.l 1 b.l b.o b.o ~ 5.z .a b,s s X2.3 i.z GROUND LUG INSIDE POLE ~ _ ~ 5 0 X2.3 i.2 'b. 6.0 6.z!r,• -6:7 6.4-b- ~':6 b. ~ ~.9 ~4 ~.8 ~5 .0 ~5. A ,2 4~ .7 ~5. 4 X4.5-. .0 9. ~ ~.3 ~i .i-§4-1-9.3 9 9 L-r-sri-4.1 9 I,3 b.5 b.2 b.l
LIGHT POLE OPP081TEHANDHOLE b.l, b.z b.4 i. i.2 ~L .o b.a i~.z b.l b.l b,o / b.a .s 5, 13.s 1t.o I. PROVIDE BUSHINGS ~j i 83.0 8L.0 I. 0 6. .0 4. .fi 9.L~.. 8=:4,0 9.~4. X4.7 4.3--~6~ ~ 8 4. 2 .8 4. ~i. .4 ~i.9-~ ~ 7 4. .3 X3.7 3.3 ~.'9-~~.1 ~3 A~~'.~-~~.9 9~'~4.8 ~2- L3 b.6 b.2 b.i
ON CONDUITS .ol .1 .zll . ~ E m ~ ~ ~ i.z b.~ib.4 b.2 b.l b.o 5.3 9 i,9 i, b,l'z,2 i. i"~ "m. 9 I, 81,1 82,2 I. 14 ~2 6 0 4. ~B 6. - __3 4,3-'4, ~S~l~S3.6 4, -,9 ~J.9--Y~Y"4.9 4, 5 ,9 4, ~4, ~,8 4,k ~ .7 4.- ~.5 ~4.6~'. ~ ~.0 3~.2 9 I:4-5'x'9.7 ~3 .1 I. L3 b.6 b.2 b
BASEPLaTECOVER .o b. ~ i.s 5.2 L6 ~ "s.s b.7 b.3 U.1 b.l b:9 b. L7 I .3 Ls L1 1 6.3 G,9~7 7.1 6.3~i.2 ~.5 -§.~§',~'~y.~t o 0 ( _ 7 I .3 I.e i.l .6 6.3-ti. g.l 6.9-'s~. `.0 6.5 e/, 6.9 ~,.-G' . .1 6.~ 3 6,a .7 .7 9. .9 6.6~. .7 .9 9.8 ~ T E3 9.6 ~i:3~~~i.2 5i:6 h 4.4 4. .2 I.3 b.6 b. b.
1"FORMED CHAMFER ! ( F F 1 F 71~,~--~_~_ I It 7 b.OIN ~•~i .0 I. §.2 b.0 13.8 9.3 §.3 b.9 i0.9 io.3 b.7 §.1 §.5 7.0 b.3 b.6 3A ~ b.4~- ,5 0.5 ~,2 .5 ~•9 X5.0 ~~9 b,7 b,9 b.2 b.1 bA b.9 L8 i C .4 I,8 i.2 N0.6 BARE COPPER ~ i I I I F p F 8 I ~ .4 I,a i.2 -eb.2 5.4 6 ~1,0 i.2 6. 6 2 6.9 ~ 84,3 .2 6.2 6 0 381.5 X8.3 6 7 .7 6.3 4 b.0 6.fi i.7 .I 6,7~. .5 '9.7 i.6 1 ~.0 6.5~6~.9 81.5 3 .3 89.1 .2 b:3 b.9 .2 8 ~
GROUND WIRE IN ANCHOR80LTs (4REQ'D) ~ .1 b.~ b. 51, I s 5,s b.o 8~.7 b. 1.6 b.2 b.3 5.3 h.lil.zi3.6b.e io.9i3.olo.ab.o 3. z i,5 b.6 5,3 b.l 5.4 5.e i.9 i 7 .0 4.3 L6 9 1 7 .0 82.3 L6 1 I0.2 .0 6.8 .2 .9 '~.7 4.5 ~.0 6.5 6.46,9 5,5 56.1 86.9 6.6 65 4.7 6.8 '411 6.3 .6 6.o i.l .2 .5 6.1 .3 .7 6.6 b.s-€.~6.7 i.9 6.5 '~.z 5,7 6,34.3 6.5 81,6 i. 5.2 J G G G ~ "G G
112" PVC CONDUIT WITH TWO NUTS EACH, ~ ~i; ~ ~ i i ~ - - I b. ~b.. ' ~ - L1 i; ,3 §.4 iI ~S X9.6 §,3 ~,,1 0.7-~_0§.7 §.S .-3-'S.3 50:1-'1 8'~d.7 I0. .1 .9 i2. B 2. ..5 i2.4 7 i0.3 .1 4~2 X2.0 b.B b.3 b. b.3 b.6 i.0 I 4.1 13.1 i. i,~,,~ - 0 I 4.1 b.l I. ~ .7 `6.9 .fi b.fi ~.5 6.3 .3 6.9 4 B . ~ 4 ~'ii 7. 8,1 84.7 '0.J 4. ~ ~ 5 16 ~5 ~5iA8 ~ X4.9 i.p-~-c~b.6 b. 6,4 6. .6 .1 ~1~,3 I,6 :3 b.2
i ~ ~ N0.4TIES ~ I I b ~I b.9 i. _8 4.8 6 6.1 ~3 0 6.0 §.1 d~,8~.7. b.6~~-.4 ~.9 b.1~'6.1. ~.9 .2 3.0 .2 ~.7 ~CZ': .6 ~.3 ~ 3 i.fi b.7 b.3 b.1 b,3 b.7~ i, ~ '.1 '2.5 i.9 _ i 7 I ~.1 81.5 L9 1,4. n 2 6.5-~ -!.4 6.63 4,B 4. .9 83.9 S 4. .2. 6. 8.0 6,t ,2 .6 41 9.6 83.8 9.1 83.3 i,3' 5.2 5,1. _ - n _ ~ ~ ~ 100 ~
> iq ~ I 1 I _ ~_C - _ - - ~b. b .91b.8 i' 5..7 §.D -9..6 4.8 §.1 9..5... 4.5_.9.9 4~=~,-6~§.5 4.2 _'6~6 _4.9 6.2 1.,9'6.8 §.8 >6_ ~D 1~.8 -`6.9!-~.1 '6.7 '7r. 2 b.9 b.5 b.3 !b.1 b.9 b,911.5 ,9 11,5 11.fi i.2 ~ ,I I I - - ~ - 5 ,9 81.5 81.6 I.2 ~7e.B 6.2 -6~: _g:7 bi.9-i: ~3:B X2.7 _ F ; F F F ~ 9 I. F F F F .1 ~.0 b: .t b_ .1 ,2 B3 1 83.7 X3.4 X2,9 X1.0 i,~ i. b.3 b.~ ~ ~ ~~-7}--,- - i. _
GRADELEVEL ~ I f ~ - ~ r - I I ~,I ~'x a ~ .4~'-. §.o ~I,3 5,6 b. ~ b.l 5.s i.o~ La 4 .s L9 i.z - b. b ~ ~b.9 I. 3-:213.5 -613.3 4~7-. 6. .3~-1s.01s-.-k--~.2-.-15.6 4.2--'S~. ~a.0 4.2_~..0_~6 .6 6,9 6-f '6~0 ~I I - - - F ~ ~ i I 102 0 82 .5 L9 81.2 83.'-83,4 6.9^6.~I b.2 6.9 1,7 Lfi._81. O .5 n 3~.4 89.9 9.6 .4 4.7 9.1 .7 3.. 82.8 82,5 L5 L4 I~ .8 b.4 b.2
5 b~ ~z i.o 5.0 s.7 . .z a.3 b.x §.re- .r-'s.4 5.1-'.D--9,6 §.1~~ '.1 §.1 ~§.a 3.6 9.1 4 L6 5.a b.~ b.l 5.9 i.o L6 i 9c .4 I,1 Lz ---..N0.4TIES 12"O.C." ~r ~ p i CADWELDOR ~ ~ 116 - _ I- - -T - I ~ i 1U2 ~ 8 19C .4 i,7 I.2 83. 8SB 6.5 1 6.. 83.2 .6 I.5- A I. .i 1-83.2 6.5 9. ~0e3.2 .5 6 ~~82.2 b,e 5.4 5.z - p7 ~ '108 ~ ~ D F F
DOUBLE LUG b Z NO.6REINF. (6REQ'D) b iz: i.o ii. -7~ 3.0 ~ §.s :0`4.9 b:r .e-9.9 `s. .6 Q. ' a §,9~" .9 §,1 5.0 '3.n~ 4 i,6 5.9 5. 5.1 U.1 5.o b.o 5.0 5.o b.o 5.1 5.1 5.1 b.2 5.4 5.a i.9 I ~.6 11.s I. 9 i ~.B X2.0 I. ,11F11 . 4.9 6,8 5.I5 4.9 BJI S 82.2 I.4~i-. ( F4 I. IF3 I.q .7 4 .8 82.3 I.6 I.4 I.3 I:1 I.0 I.0 b.1 b.9 b.l
- d _ CONNECTION ~ SPACE EVENLY" - i - I X ~ b~ ~2 . ~ii b.9 I. X1.3 ~.5 4.6 .4 ~u.7 1~.9~~ .1 §.3 9.4 ,9 _9.8 G.3'-+:8 G.9 x.5"1 ~'r.9 ~.9 b. .7 13.9 -'~tr33.t 13.1 5 L9 L0 b.n{ b.2 'D.1 b.0 b.0 b.0 '0.1 b.1 b.l b.l b.2 b.3 ,7 i,1 i .7 `2.4 , CONDUITS (PVCJ 5CH40WITH ~ Ii - I 1 _ i, I, ~ ~ 1 I .7 b.4 X2.5 `3. ~.b 4.h 83191 ~,.2 82 1, iu3 I.OU41.~I~1 b,9Ji, ~~~7 81,0 b .0 b.9• 0 .~I.2 bd b.7 pl. i~ i.O M1. ICJ 3 ~ tom'/ .9F83.9 83.3 1 - 3-_. ~ b,1 b.} $.1
COPPER CLAD LONG SWEEP ELBOWS .iT 5.7 ~1.z 4.3 ~.1 6.7 $.4 6l0 §.6 §,o .o ~.9 5.7 .6 $.e~k.1'b.o 5.2 a, a_7 §.7 ks 3.a 9.0 'a- Ls L7 5.9 5.9~ 5.z b.l b.1 b.3 b,l b.l b.l b,1 5,2 .a b,6 U,9 2.1 I,1 ,9 I,6 I, „ 3"CLEAR N~ ~ G - ~ - ~ ,4\ ~1~. ~ 1 ~F~ i9 2 1 I,1 ,9 I,6 i, ~A8-1~,~..2- 1~~E4~}$F ~-,7 /6 1 1, 1 0 D 0 b.7 b.6 b. .7 1 7 1 .8 81.6 81.9 BL.6 .1 1,3 I..i b.9 b.9 b .7 b.3 b.
GROUNDROD 24 ~ ~ ~ ~ _ _ _ _ _ _ _ _ _ M "ALLRESTEELGRADE60,ASTMA615 ~i 5.5 I. ?r:o 4.4 -'a.9 5.4 6, z.6~lo §.3 5.a- z-.4s b.z 3 .1 §.s ~ a a.7 b,a~, '.1 4 §,1 ~oT'aa 5.6's:v ~~.s L4 6.7 b.3~~~5.a b.l 5.1 b.l b.l 5.1 b.z b 9 b.i b.s b.9 Lz I,6 i.9 i.4 fF F F f F . I,6 I.4 1.9 7..3I.05.95.9i,4I.6i.681.281.2I.7i.e81.8I.181.981.6i,2I,1i,o5.95.e5,85,85.85,85.6b.5 b.6 b.7 b.e b.7 b.e I.OI,z S..s82.382.082.182.481.783.883.682.9 F.7 .456 95.251
,I I _ _ I DIMENSION SCHEDULE 1 ~~S 5.6 i. 11:1 4.9~.z ~:a 5.s .b-`re-'9.s . 9.1 b.e- .s §.i.n '.7 S.1-q. ~:6 § 9 S.aI1.a S.o 9.s .1 b.9 b.s b.3'U.z b.l b.l fi.l b.z 5 b.s 5.1 I I .9 S 6 i,9 1z.7 1z,3 i, 3' CLEAR _ ~ ~ ~ t _ _ _ I I ~ ~ 6 I.9 82.7 82,3 I, •,vyJ_-,-iT 1.3 1.3 1.4 81, .9 3 ~3, ~1~: 4 0 b. .8 ~0.5'~.5'-b.6'~_ .8 8 7 81. ~ 82 .9 4;5 4.1. 81.3 .5~.8' b~2 2 b,l b 1
X-TBD ~ I z _ .0 I (4 U.0 ~i. .9 §.1 6.9 6.5 13.1 4.6 4 ' ~-.3 4.8-14 2.2 X3.7 'b`f 6.0 ~~0 `6.1 X3.3 .1 I,1 b.5 b,3 b,2 b,1 b.l b. .5 b,7 b,A ~Fi,3 I,5 X2.2 3.1 ,0 i ~ ~ i b,i ,8 .6 ~~B I. '2.617 b. 4 .40 03 .2? 6 .0 b.'l ~.6 b b. ~--b~~[A .1 :1 .2 p5 ~ 1 'S,8 4.9_8.5.6 ~ b 7 1 b.l b DI
DIA. Y_3~'0• ~ ~A r Z-2 9~ i, ~0 " . I ~4 b.0 I. 8 9.7 '5~.9, 5:9 `6.A §.1 '6,{ 4.0 13.5 '3,2- '4.6 '9:T ~.2 '4. ' '.2 '4.2 6. ..i 17.6 n '6.1 1J~~.3 I,3 b,6 b.3 ~b,2 b,2 ,4 b,5 b,7 b, .1 i.2 I,4 i, .2 1J.5. 15.8 13.4 1J,5- ~ 1 F F F ~_--143-~ 9 1 41____42_-.---` i 5.83.8 e. 83.9 83,5 •7 I.4 .B 81.2 82.0 83,1 4.4 6,6F89.2 6.9 _ 0 F .9;-b. F ~3 _ .1 P3.0 83.9 4.5 ~,7 i ,0 6. 6~.5 f 5.0 ~ 1 5.0 b.0
CONCRETE SHALL BE 6,5110 PSI ~ i~ j " - I - - j _ -I- ~ - tso 1 b. ~ 9 b.0li. 3.0 b.9 6 3~~ S.5,~0 6. 4.1 4.5 b~7 ,A 4.6 ~.0 ~7.2~~ 4.0 X5,'1-4 '~,3 '4, 9- 4, 17, 6 17,2'17;S~:U A,6 ~.D ~.0 L.0 b.6 b.a ~,3 b.9 b.'I b.8 .O FL1 L2 .1 12.2 4 X3.3 'S,0 4.3 6.1 3.a- , _ 1 ~ ~ -149 III C 3 '6,0 4.3 6.1 b.2- ,8 81.0 .2 I. .5 6. 8.9 82.8~LL0 ~I O 81..~6$~5.7, L' .D 9 L6 9. .2 i. ' .0 b.l ,1 b.0 5, Revlslan• ~(]t8.
TYPICAL PRECAST LIGHT POLE BASE DETAIL ~ i I ~ ~:5~ ~~4.3 - _ 4 3 5.~3 6.6 4.a 15.6 4,6 s. .1 §.9~~~~ b.4 ~.6 L2 b.6 .5%4 b.5 b.7 i,. i,l I,1 .2 L7i ,7 '2.4 b.2 4.4 6..~ .6 §b . 1 b. ~0 I 9 .0 -'S.Sr§.9 '6.8 §.~b.' ~6 1. _ _ 4 ea..~ .6 6~- .6 82.9 .2 19 b. .5 9, ~~5.8 b.6 k2S.0 1 tt.~ ~ff 82.63.9 81. 0 6 D~S,4 5.1 .6 6.6 6. .D b.2 b.~l 5.
- ~ _ - 7 NTS - _ - _ _ p .1'b b i fi I.2 11. 4.0 -6'-.-5~ '7.5 :i- 6.0 r.&~-1-5.7 6A--. .3,515.8 6.9_§.'; 4. 6,1 6.4-~T 1 6,8 6.0 §_5 15,4 .1 i, i,3 61,7 §.6 b.8 b. '1.2 i. I. .7 i i.s 1.s 12.4 .s §a- .s-6.2 4 8 6a .6-6.2 4 .4 b.8 82.4 82.2 82,4 ..9 81.3 83.9 .3 83 2 83.6 4,0 9.4 3 4 1 9.0 82. 7 ~F~}.~ 1.6 - 83 ~Z9;B 83.6 9 6 4- 4.6 4.6. 5_.:.j~6~5.9 6. ~ J 1 .9 b.5 b.l b. A 10/24/2008
- ~ 1 __-+-G__ G - - ' .l b ' Si I.9 b. .62'3.6 .4: T''4:H 4.9 ~3T 6. 4.3 4.Z'~0-4.5 6:6--5'-SI. -4.6 '5,0--4 '.7 4. Y§~, 'g, ~Y,B 4.3 -4..1 1..1.7 15,4 3,2 .9 11. ~.1 I..O I.1 I .2 i.3 i.6 .0 .0 1e.1 .9 3.1 .1 5.3 9.7 ,2 6,1 6. 3 89.7 ,2 6,1 6. 6.1 4~3 ~ 4.11 .9 b~`~ ~ ,i J 9. 4.9 .3 b. .1 6.0 .9 6. b. la ~I~B 16 .7 b.i I,2 6. ~ .~2 I~6~ 8.~. ~ .9 8.9 6.9 4 283 5 4.5 84. 9 89.1 - 4.51 T2,~ p,b ~82~5 B1A b.~i .1 b.
it ~ ~ O _ 1--- I _~~~~~~e ~ F .lb~ bi LS~b. X2-4 5.0 ~+.1 4,5 §.7 4.9 6. 5.5 4.9 b.8 .8 4,9 4,T.'~4,3 §,1~7~4.8 §.2 9. 6. 9.6 §.2 =4-.5~-13-1 3.4 .2 17. L7 L5 i 4 L4 I .9 ~2. .7 13.8 1i.1 ~'.6 13.6 7-9.9 § '.2 X7.1 b, _ ~ ~ ~ ~ i B 11 /11 /2008 9 6 ~ 8.2 81.1 5,1 6.5 6.6 9.0 6.9 83.4 6,7 8l.1 8r.5 9.9 9.1 6.6 6.3 85.1 6.7 83.3 9.7 9.1 9.2 82.7 83.8 83.5 6.T .¢111 1~. ~ b~3~.0 83.1 BL,B 4.2 3.0 Ba.7 6.7 Ba.2 4 4 83 5 4.6 6.~L4 6.6 6.2 4.6 9.3 9,9 Bi.6 ~ .8 I,0 .2 6,
b b L6 I. ~L.O S.5 '.9 §.1 4.9 13. 4,0 44,3 4.O~a...3-,'9.5 4,9 .8 9,8~ 15.2 1l. .8 L9 i.9 i .2 L1 L3 .3 13Ld 9.7 '.2 9.6 'd 6.7 . -'~.1 6, ',5 11. .1~ ~ ~ iii _ 1 6, 8.5 81_ .0 6. 6.5 6 ,6 5. 8 .1 6 4 4 ,4 6. 981.4 8,2 6. 8.8 6. e.6 6.2 4 Fq 118. h 6-83.5 83. 2 'S. -.2 5~.3 4 3 4 -8 6. 981. Dill 8~ '9.1 Bt .4 I,~ ,3 b,
1 ,I; ~~.1 b b. ~ i. 313.1 13.4 b.8 b.4 4.9 4.8 13.9 13.3 b.4 b.2 b.4 b.3 b.9 b.7 b.3 4.2 9.9 b.5 4.~~4.9 b.7 S.0 b.4 b.9 b.6 ~ .0 b. I ,7 I,3 L3 i,6 -11:9 §:7 '1.5'6:7. S70 b.2 .9 3. .4 6: 9 81. .9 6: .7 6.9 7 4. 83.9 81. G .5 6 3 6. .5 5.5- 0~.3 8.6 b.5 ~.4 6. .4 ~5. 8 7 81.~ .0 81. .9 81. 2 6 6-~'s.l 6. 755 b. 6. 4 0 ~L 0~,0 .4 I.5 .3 b. .4~. i 7
I I I - F - - ,1 b b.4 L4 I. i. b 613,3 9 '3.8 4.1 ,1 .3 13 .8 1i. 9.4 4, 1J 7 '.2 i.9 i .0 ,9 L5 .1 11.0 b. 9. 6.8 31,1 .3 ' 4 b.8 .9 §(~.0~~.8 6 0 9 6 3 .0 .8 6 0 .1 ,1 6 9,0 4,6 4.8 b 0 9.5 ~5 2 b.7 4.5 53.8 fi 4~6G~ .9 b.i 6 5.7 i.6 7 .2 6. 8 0 4 2 &-84-.1 81.83 9 B.i~.6 ~5. ,9 6, '3,5 .6 b.7 .7a6.3 6.8 Bs.9 4i.0 4.5 4.6 83.4 .9 b.9 .2 b.
~~J i 79 0 6.0 4,3 913 6.9 9,3 9.5 4.3 .3 83.9 .9 5.4 0 4.8 9 1 9 2 -.7 6,1 6 881.0 8.2 9.4 6 8 4.3 6,9 i 6 .5 85.6 9.1 6 F 8.6 4.0 .i ,9 4.2 4.3 I'2 4.1 83.9 82..9 6.I 8416 4 5 .0 4.6 9.1 8L.2 82.8 8L.5 82.3 81,04 y .1 5.
' i ~ b b,.3 Ib.6 _ 8 11.1 I• ~::0~',1:Z• .6 1i. 3'6-3'r~9- .0 i,9 I. 1 .5 I.5 .6 12 F$ '2.D 12.9 §.5 9.6 b.5 ~.9 ~,e §.9 fi.4 fi.7 '6.5 §.0 §.0 4,3 9,3 '3.9 9, I -F- F F f F F ~ I I
Wmineire Lacetun Summa LumMeire LOCa~n Smmma Lumirgtire LOCaticn Summa Luminana Location Bumma b b,.2 .4 .6 b.7 5.7 I.o I.3 I.5 11.9 '3.2 13.7 b,7, 12,7 12.1 i.s 11.2 §,0 1J,5 15.5 §.2 1I,8 13.0 13.5 13.6 13.9 13.2 12.9 12.2 11.0 '2.2 12.2 i.6 I.7 .0 i.e 11.0 '2.0 b b 1 '.8 § 6 b 3 .4 13.6 9.9 .5 " 4 ,3!11,.01 ~~~3182 Oj .9 9.55,6 .e 81983.583.4 48 4.2b 6 9.189 ,7 9. 9.0 x.16. 5 ~ .684.5 9.683.683.6 BO.D 6.783:4 ey. .1 119 X20 3-8~.~,43.3~21.8 e1, ~0 ~B b.S~ .1 b. . _ 1 ~ ~ I I I _ 2 1.9 1.3 1.0 L0 1 9.1 82.5-- .6 b -b.9 9.1-~~.0 83.8 b. .5 b .'l .1 b.i 5.1 b.t ei.1. 82.7 2.9 ~.8 .i .3 I. L2~r6~5.9 5.9 L0 i,1 i.2 82.0 BL,2 i.3 i.2 b.9 b,e 5.9 5.T 9 .3 5.2 ~ .1 5.
WmNo Label Z Orient LumNo Label Z Orient LumNO Lahel Z .Orient LumNO t.ebel Z Orient ~ b b 2 .3 U.5 b.6 `0.7 i~~',-,-.~~. ''~3-- . ' 0'3.9 13.4 4.4 § ' 3-2-'P-9~ 3- 11.5 .58 12.6 '3.1 15.1 11.;@c .9 9, 11.4 '2.7 §.3 4.7 a,0 11.2 L9 L3 L0 L0 i l _ _
1 WM 18 90 89 G 32 90 121 F 18 0 161 F 18 0 b ~ b 2' .9 :9' .1 I.5 1L.2 15.4 6081 '3.0 '2.5 I.41s&.o 11.3 13.2 9. ',1 §.9 6.2 92J7e§.e b.9 4.3 '~I.b 13.4 9.7 §.320.9 ,N 9.. '1372 9.3 9.0 '4.4cc .8 I.7 13_B 13.1 _3~.3 b 1 ~ _ ~ I I I ~ I I , - - - ~.5 .0 83:6' .0 b, °-'57,2 9.R 8 .2 9.0 82.8 82.2 I.2 I.3 I.9 81.0 .8 I.0 I.4 I.2 U.?,I.3 I-4'~i",9 82.D ~82 82.0 I,3 5.6 5.6 5.6 80.6 5.5 5.3 5.4 5.9 b~-b,8 b,8 b.6 b.9 b__,.9_,,b.4 b C II~
2 WM 18 90 62 G 32 9a 111 G 32 >m 182 F 16 0. .I b. bI2 .9 ~ b.9 iF6 11.5 13,1 '3.3 3.7. '3.7 15.5 1f.5 4.0 '3.9 4~ 4.8 '7.9 §.5 3.7 7,fi '1.8 6,1 15.7 '3,9 §.3 §.8 6.9 §.5 §.1 11.6 '2.4 4,3 §.6 b,9 ~.5 § .~_7 9.9 ti.G I. - ,18.2 81. .5 b 83.2 9. ~0~.0 4.2 82,6 I.8 .7 5.6 80.5 b.3 'y..9 b.3 b.5 b.6 b.5 b.4 b.4 b.9 I.5 81.6 I.8 I,5 80.9 b.5 b.3 b,3 b.3 - !2p9- ~ i
3 WM 16 W 83 F 18 0 t23 F 16 0 183 C 32 90 1 b.~ b.3 b 9 b.0 b. b.a L1 i.9 i.9 ,2 ,6 ~9 b 1 b~3 .1 '.7 b.9 6 1 §.5 ,9 1451b17 '.9 9.6 §~7 9., 'r.0 §a- .7 4.8~ i~ I~'~ ~i 'I ~ I _ - I - t~~e .9 b 5 .6 81.8 83.7 4.3 .4 '2.0 I:2 b.6 b.4'"0.3 b.2 b.2 b.l b.2 b.2 b.2 b.2 b.2 b.3 b.5 b.6 I.0
A WM 16 90 64 F 18 0 124 F i6 0 iB4 C 32 90 Il I~b. ~ ~9 b `9 b.6 .4 '0,9 b.'7 i.2 i.e I,9 b. - '9.8 36 5 .8 .0 i 31 5 ',0 .p-16~~. .9 6. " ,5 270§.7 -1~3 S WM 18 90 65 f 16 0 125 F i6 0 1B5 F i6 0 i ~i ~ I 1 ~ G J 6 G - b.7 4.6 9.1 83.4 6.2 6 2 .5 ~ 82.5.18-.A' 2.2 b.9 b.4 6.2 b.l b.l b.l b:l b.l b~7.---- y!
e 19215 b.s 3 b.2 b.4 b.s i.~ 's. b.2 11.9 I0.011.9 §.3 b.9 13.4 9,9 6,9 b.2 1I.5 §.2 13.1 13.3 '4.2 6,0 '1.9 §.9 S a_ .6 4_9 9.2 b .4 b. F ii 2 6 8 WM 18 90 BB F 18 0 126 F i6 0 1B6 F 18 0 y } II .4 5.7 5.1~'. "4.z ~ 2 La i.l b,9 b.6 b.3 b.l b, ~ ~ -
Ey I ~ b, b,3 '0.2 ,7. b.2 b,6 i.s ,0 17, 6.8 § 7 ~ B ' .9 U. 7I 9_l~ 4{94101 4.9 4_9- .9 .6 b.4 ,4 b. ..3 12.8 13.7 7 WM 16 60 67 F 16 0 127 F i6 0 107 F 16 0 fl ~ ~ i 1 i I - - ..3 b.a 6,7 .6 ~Lz bJ 5.6 b.a b.a b.4. b.9 ~ _ - - /'y
1 g 4 t. ' ' ~ 6 OI a 9X5.4-33--3'.-2-33-:6-13.B--'5. ~.2 15 , 13. '3.6 11,5'2.7 '2,6 l~. 4. .3 12. it 6 i b.~ b.l b z b,l 4 L1 's.3 21s §.3 .e-a-a S.~SAa.z_4.s - 8 WM 18 90 88 F 18 0 126 F i6 0 1B6 F 16 0 I I WM p I 'f ~I I ~ F ` fr 7 b,~ a. .3 82.a b.z .z 1.1 I.o bs b.~.s-'
b~~9 ~ 1 b.11 b.7. b.1. b.7. b.10 .3 I.1 '9.7 3J 0§.6 7; °n 5 § 413 4 .'l ~3, i ~3 4i.1~3 b. 9 ~A '3.e 9.8 4 9 9.3 1l. I.0 I.1 .0 13.2 'A.5 15 13. / .1 i,8 i.3 i. s wM 1a o s9 F i6 0 12s o 3z w 169 F 1s s ~ 11 1, 1 I' I~ I ~ z F ~ A 221 /,1 i,8 L3 I,5 L6 L4 L0 ~ ~ ~"r-
bl ~ b b~ b.s ~b.6 b. b.o b.l .2 b.7 12.9 §.4 6.9 6,SW~.B 6. 1i.8 11.0 b.l 1I.2 §.I 15,5 13.3 §.1 6.S '1,2 6.3 §.1 13.3 13.1 9.3 §.9 '7.2 §.6 b.z `~6 b. b.l i.9 11.4 \1!1 14 8\ ,6' .0 11,DC12.0 I.s i.i 6. 10 WM 18 90 70 F 16 0 130 G 32 90 100 F. 18 0 ~ I ~ I
b. b.0 ~b,0 b. b.0 b.l ,2 b.4 b.4 i.9 9.8 4.7 4.0 b 6 ' .y~ b.3 I 8 §~9 ~1. i b•21 .4 419 '6~1 6.5 b.i 4.1 b.4 11.9 L0 3 .Z 7~.6 i,9 i,6 i.6 i,3 i.0 ~ 1 71 F 98 0 131 F 16 0 191 F 18 0 ~ ~ r1 " I ~ - ~ ~ ~ ~ ~ ~ it WM 8 183 , a I I /
b,0~ , ~ ,0 ~.0 b,01 b, ,4 1.0 b.8 b.2 §.0 §.5 §.0 b 9 25.2 6 fi~0 y. Ifi.O li ;49~~.5~i .7~ ~ ~ 0 613 § ~.3 §.6 4.0 §.2 :~b,0 7.1 i.6 i.1 i.0 f2 WM 18 0 72 F i6 0 132 F i6 0 192 F i6 0 i, ~ ~ I F G G A ~
13 WM 18 90 73 F 16 0 133 F 18 0 193 F 16 0 b 0 .0• ~ ~b .0 ~1:0 b.0 ~tb.l 4 i..e §.9 1 - 8 b.0 b.2 6.3 i.5 4.9 b.7 b.4 §.4 i.0 i.5 6.6 §A b,3 13.4 4.5 §.9 6.9 §.2 4. .1 i.0 I,6 L7 L5 L1/
~ i ~ i 228 U b.~ t01 0 .0 b.0 b.l b.6 .3 11.3 WM. .8 fi.0 .,1 §i9i§ 6 1i Bi i9.~? § 4 9,0' 4L8~ 4. 15.9 '.9 13.9 4. 1U. ,1 i.2 b.5 b.6 b,8 b, .7 14 WM 18 W 74 C 32 0 134 F 16 0 194 F 16 0 i ~ i ~ ~ ( i ~ ~ ~ i , i i ~ I_~~ ~ /
b.0 , ~ ; b~.0 b.0 .1 b.7 .6 §.9 230 ~ ~ -'~i;0"~S.T'~ i4.7 9.7 6.13 ~-3~ '3.7 13.5 15. .6 I.6 I.4 b.8 b.9 b 3rb.4 j 15 J 32 0 75 F i6 0 136 F 18 0 105 F 16 0 ~ I~•~ _ l i ~ ~ WM / ~ ~ O Q i =J
2, I. ~ ~ ~ II I ~ / ~ 1 ~ ~ 6 5 ~6 0 6I2 .8 i§ 4 .3 4. .2 12.1 6 1 I.6 i.2 b.7 b.s 6.2 / ' 16 H6 14 90 76 F 16 0 136 F 18. 0 108 G 32 98.403 b.0 0 I b,0 b.0 b.l b.4 .9 §.0 I , r 1~.Q 4.. ~ ,
17 H6 to 90 77 F t6 0 137 F 16 0 197 F 16 0 b.o b' ~b 0 b.0 b.l b.5 .3 13.1 'B.2 6.6 11.3 6.2 §.7 4.7 4.0 6.2 4.1 §.5 13.9 4 1 § 2 .1 I,1 I.0 b.6 b.4' ,2 ~ , l l 11 r ~1y 1 i /
16 WM 18 0 78 D 32 0 138 F 16 0 196 F 16 D b.0 ~ b.0 b.l b.A .4 6.4 ~ 1b.9 i .~i.9 ~.3 6.1 1 § .0 b~~b.l i.9 b.e ~ t ~ ~ 411 / ~ r-~--%
J J}~~ 19 H6 14 0 79 G 32 90 139 F 16 0 199 F i6 ~ 0 b,o . i .0 b 1b.1i~ b.0 b.2 b.7 .7 b.8 S,1 .22 7.3 ~.6 A.9 §.5 .8 13.2 12.4 11.3 6.D L4 .9 / / ~ o
~ 1 ~ / 235 ~ 1 20 H6 1A 0 $0 J 32 0 140 F 18 0 206 F 16 0 b,9 0 0 .0~ ~Oi U.0 b.2 .7 ~.7 ~ i.5 .1 i, .6 4,8 §.7 ,1 ~b.7 b.D L3 Li ~ ~ WM ~ ~ p /
21 HB 14 90 81 G 32 BD 141 F 16 0 201 F 18 ~0 - ~ ~ ~ ~i P ~ 1 ~ ~ / ~ i ~ b~ b. ~ o b.o b.l b~s .s 6. §.a 6. §.s 6.7 ~ .z 4.D 1.s L7 L1 V.7 U L'
~ 1 11 ~ 1 1 _ _ ~ 22 F 18 0 82 G 32 90 142 F 16 0 202 F 16 0 . / b.o b. b. ~ I~b.l b.z b~ 1211.6 4.D i'. b .z 4,3 §.4 §.3 3.3 i.z i.z §.7 8 E
i ti 23 F 16 0 83 G 32 90 143 F 16 0 20:i F 16 0 b.0 b. ~ b .1 b.1 b.91 I.9 .5 §.0 .2 ~.B 2.5 4.3 .6 i4~.2 11. .3 .4 4,8 9.6 9. ~3. /l.7 i.6 b.9 '0.7 b '0.4 / z' 0
7 1 24 F 18 0 84 G 32 90 144 F 16 0 204 C 32. 270 ' ~1 ' ll U.D U.o 0 ~ b.2 b.5 .7 13.6 .7 4. 'S 711 1 § '.3 4.4 'S 7\'S 9 4. ,8' ~36 i.9 i.3 '0.7 .4 •1~~ ~ 1 / / rn m
i~, q1, I ill II i / G / 25 F 18 D 85 C 32 0 145 F i6 0 205 C 32 270 t \ ` ~ r i / / ' b.~tf. b~ ( o ~ ~ b.l b.4 I z b.e 4.5 4. .9 .4 §,a 12.4 b.z 5.o L4 b b.s ~ / m P-
26 F 16 0 86 J 32 0 146 O 32 0 206 O 32 0 1 n 239 238 / / '0,0 U.0 b,D b. ~b. 9 1 .0 b.1 b. i.i 11.7 15,6 9.Q2163.T 11.9 11.1 13.1 15.0 4.e2Fb.T 12.0 I.1 I.2 I.0 '0.7
27 F i6 87 J 32 0 .147 D 32 0 207 F 16 0 o a. , U.D b.0 U.0 .0 b. bt 0 b.l b.3 b.e I.8 12.5 11.6 '2.6 11.0 I.6 '2.0 b.fi '2.0 .4 I.7 '0.9 '0.6 6.6
28 F 18 0 88 J 32 0 148 F 18 0 208 F 16 0 1 1 11 b.0 b.0 b0 Uo b11, b.l b.2 b5 b.9 I.2 I.3 I.3 I.1 '0.9 I.1 I. .3 I.2 6.9 '0.5V.3 s / ~ q ,1 , ~ 114V~ V
29 F ifi 0 89. J 32 0 149 C 32 0 208 C 32 0
30F i6 0 WF 16 0 150 F 16 0 2100 32 90
31 f 18 0 91 F 18 0 151 G 32 270 211 G 32 180 LIGHTING PHOTOMETRIC PLAN
32 F 18 9 9Z F 16 6 152 D 32 0 212 J 32 0 SCALE: 1" =100' ioa'
33 F 18 0 93 F 16 0 153 F 16 0 213 G 32 180 Q
34 F 16 0 94 F i6 0 15M1 D 32 0 21b F 18 0 Calculation Summary _z
A5 F i6 0 85 F 78 0 155 F 16 0 215 F 18 0 J
38 F 1s o 96 F 1s o 156 F 1s o z1s F 16 9 label Avg Max Min AvglMin MaxlMin 37 F i6 0 97 F 16 0 157 F 16 0 217 C 32 109.139 ZO
Target Store front 8.24 13.6 5.1 1.62 2.67 ~ Q
30 F 16 0 98 F i6 0 158 G 32 W 218 F t8 0 as F 1s o ss F 1s 0 159 G 3z so 21s wM 1e 16o Target General Parking 5.78 13.0 3.0 1.93 4.33 General Notes n' U
as Hs 1a 1eo 100 F is o tso c u so .220 F 1s o Retail Store Fronts 7.94 12.5 4.9 1,62 2.55 , to
41 H8 14 0 101 F 18 0 187 F 16 0 221 C 32 112.088 - A. Perimeter, type III, fixture optics are J ~
Retails General Parking 6,08 13.3 2.8 2.17 4.75 42 J 32 0 102 C 32 0 162 G 32 0 222 WM 18 270 - i to be directed into the site. J ~
A3 J 32 0 103 F. 16 0 163 F 16 ~ 0 223 C 32 i 14.08! ~
44 J 32 0 104 F 16 0 184 A 32 180 224 G 32 180
45 J 32 0 - 105 f. 1B 0 165 F 18 0 225 G 32 180 _ ~ o ~ ~ PfOf ect
Luminaire Schedule • Revision B . 46 J 32 0 108 0 32 0 186 F 16 0 226 J 32 0 . I~ ` ~ cBag~ 7oso~~
47 J 32 0 .107 0 3z 6 1s7 F i6 o zz7 F 1s o Symbol Qty Label Arrangement Lumens LLF Des4xlption :
48 J 92 D 106 F 18 0 18B 0 32 80 226 WM 18 90 1 A SINGLE 44000 0.810 Visionaire American #AME-2-T5.400-P•EP-SOA-Pole #RTSP29 ~ ~ . TARGE SITE LIGHTING SCOPE NOTES contract;
49 F 16 0 109 F 18 0 16B F 18 0 229 F 18 0 ~ ' ~ ~ Fixture Manufacturer. Visionaire Pole Material: Steel
1 C SINGLE 44000 0.810 Visionaire American #AME-2-T3.400-P•EP-BOA -Pole #RTSP29 ` 'z 50 F 16 0 110 G 32 0 170 C 32 0 230 WM 18 i W 2 - ~ a~ Lamp Type: Pulse Start MH Mounting Height: 29' Pole + 3' Base ~ ~ u Issue Date:
51 J 32 0 1N F 18 0 171 D 32 00 231 F 16 0 2 C2R ROTATED OPTICS 44000 0.810 Visionaire American #AME•2-T3-400-P•EP-BOA -Pole #RTSP29 --~--M1°--~ ~ , i Lamp Wattage: 400W Concrete Base: 3' High & 24 Dia. , a` lam Orientation: Vertical Poie & Fixture Calor Cham a ne Pearl
i,~~~, _ ~ P- T .1:~~. n__...:c.. ~ a... r., n., n~...._:....., 9~2~~2~os
11 D BACK-BACK 44000 0.810 Visionaire American #AME-2-T5.400-P-EP•BOA-Pole #RTSP29 fixture r ype: O[ive ovu1,uue nn rviynr ~C~uniy uy. i u oc vcic II i irou
53 F 16 0 113 C 32 tag 173 G 32 276 233 a 32 W Fixture Side Skirts: No Security Level: 2 Scale:
54 F 16 0 114 F 16 0 174 F 16 0 234 a 92 0 129 F SINGLE 9000 0.810 Cyclone #CC1 301-RA-LAC-1 00-PS-RAL-9017 - Pole #PS40.14 AS NOTED
65 c 32 353.392 115 F 16 6 176 G 32 270 235 wM 18 180 30 G 3 @ 90 DEGREES 44000 0.810 Visionaire American #AME-2-T5.400-P-EP-BOA - Pole #RTSP29 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions.
56 G 32 W 116 F 16 0 176 G 32 90 236 F 16 6 The engineer and/or architect must determine applicability of the of the layout to existing or future field conditions. Drawn/Checked:
57 G 32 90 117 F 16 0 177 G 32 90 237 c 32 121.603 7 H6 SINGLE 14000 0.810 McGraw Edison Lumark #MPIP-T-150-X-BZ - Mtd at 14'- Supplied By Target This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions SASISAZ
56 G 32 9o 118 F 16 8 178 G 32 90 238 C2R 32 90 18 J 4 @ 90 DEGREES 44000 0,810 Visionaire American #AME-2-T5.400-P-EP-BOA -Pole #RTSP29 I S M ET R I C VIEW utilizing current industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Acutal performance of any manufacturers luminaire may vary due to variation in electrical voltage, tolerance in Sheet Rev. #
59 G 32 90 119 F 16 0 179 G 32 9a 239 C2R 32 99 IampS And other variable field conditions.
60 1 az o 20 r 16 0 100 c 32 90 20 WM SINGLE 44000 0.810 Visionaire American #AME-2-T3.400-P-BZ-BAWP - Wall Mtd at 18'
SL1 B