20100617 Ver 1_Site Plan_20101101

Project: 50243.00 - Walgreens - Denver, NC - File Transfer - 50243 - Walgreens, Denver Page 1 of 2
Project: 50243.00 - Walgreens - Denver, NC - File Transfer - 50243 -
Walgreens, Denver
Todd Fisher [[e-mail]]
Sent: Monday, November 01, 2010 12:13 PM
To: Strickland, Bev
A File Transfer has arrived on the ColeJenest & Stone, P.A. Info Exchange site.
Click here to download associated files
Project Name: 50243.00 - Walgreens - Denver. NC
Project Number: 50243.00
From: Todd Fisher (ColeJenest & Stone, P.A.)
To: Beverly Strickland (NCDENR)
CC: Daniel McGlamery (ColeJenest & Stone. P.A.)
Subject: 50243 - Walgreens. Denver
Sent via: Info Exchange
Expiration Date: 11/16/2010
Remarks: Beverly:
As requested, copies of the recently submitted drawings for the
Walgreens project in Denver NC (DWQ Project No. 10-0617) are
available to download in TIFF format.
Please contact us if you should need anything further.
Transferred Files
Name Type Date Time Size
0001-CV1.O.T111, TIF File 11/1/2010 10:48 AM 532 KB
0002-CV2.0.1'IF TIF File 11/1/2010 10:48 AM 793 KB
0003-CV2. I AI F TIF File 11/l/2010 10:48 AM 553 KB
0004-CV3.O."FIF 7T1' File 111/1/2010 10:49 AM 1,037 KB
0005-CV3. LTIF 'CIF File 11/1/2010 10:49 AM 858 KB
0006-CV4.0.11F I'll' File 11/1/2010 10:49 AM 1,159 KB
0007-CV4.LTIF TIF File 11,11/2010 10:49 AM 855 KB
0008-CV5.O.TIF I'll' File lIll/2010 10:49 AM IMOO KB
0009-CV6.0.TIF TIT File 1 1/1/2010 10:49 AM 1.021 KB
0010-CV6.I.TIF TIF File 11/1/2010 10:49 AM 836 KB
0011-CV6.2.1I1' T[F File H/1/2010 10:49 AM 816 KB
0012-CV6.3.1-IF 'I'll" File 111/2010 10:49 AM 1,080 KB
0013-CV7.0.11F F1F File 11/1/2010 10:49 AM 984 KB
0014-CV7.1.111' CIF File 11/1!201(1 10:49 AM 579 KB
0015-CV7.2.1'IF TIF File 11,11/2010 10:49 AM 563 KB
0016-CV7.3."TIF TIF File 1I/1/2010 10:49 AM 427 KB

https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/1/2010
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R. Todd Fisher, PE
Senior Project Manager
COLEJENEST & STONE, P.A.
150 Fayetteville Street, Suite 950
Raleigh, North Carolina 27601
Tel [phone] Cell 704-577-6843
Dir 919-645-5964 Fax [phone]
www.colejeneststone.com
IrTilink before you ink.
This information is intended only for the use of the recipient or entity to which it is addressed. It may contain information that is privileged, confidential
and subject to copyright. Any unauthorized use, copying, review, retransmission or disclosure is strictly prohibited.
https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 11/1/2010
~ t ~ I i ~ i I ~ ~ r i ~ ~ ~ 1 f ~ ~ i ~ I , ~ r I ~ ; f ~ I
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CONSULTANT PROJECT N0.50243
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E.I.P. -EXISTING IRON PIPE Landscape Architecture
/ N.LR. -NEW IRON ROD
FAN 7~°'= (9) ~ \ l , 4 ~ ~ \ y \.~@ ~ 1~ ~J' ~ - : 75,. ` ~ GPS -GLOBAL P051110NING SYSTEM Civil EhgineerThg NCGS -NORTH CARDUNA GEODETIC SURVEY C.B. -CATCH BA51N Urban Design
O \ ~ \ 11 ~ t \ \ \ ~ / / PARCEL "8' \ p\\ ~ % ' Iv \ ~n \ ` ~ i r ~ ~ / / / H:A23,A29.AD+ PVC -POLYVINYL CHLORIDE {PIPE)
\ ~ \ ( ~ ~ \ ~ \ ~ ~n \ \ - - r r / NDw DR PDRNERLY . / RCP -REINFORCED CONCRETE PIPE
\ \ { \ ~ . a r ~ ~ - ~ I r ^ ~ ` ` / , ~ 511R llWfk"D PAAINFR911P j. ~ ~ p \ 4 ~ ~ FRDPDSED~ / r r D& 1098 PC. 883
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~ ~ ~ ~ v a ~ ~ ~ \ / / GV -GAS VALVE
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/ FH -FIRE HYDRANT Fax 704.37b. 7851
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SD.FT. - SQUARE FEET u~ww.calejeheststohe.corn
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"CGS sY"~GN''SS SAS c"+~ ~3~ CERTIFICATION AND SEAL _ ~ NGAIHING - fi18,143,58 FEET EASiING
/ 1,i12,i50.5i FEET ELEYATIGN - 726.PG
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DRAINAGE r` r ~ ~ m V DB 1991-849 \ / The drawings, the project manual and the design shown ~ ~ theron are instruments of ColeJenest & Stone, P.A.. The
\ \ ! ~ Q ~ \ TEMPORARY 6 . Fk111 >\O reproduction or unauthorized use of the documents without
a CONSTRUCTION ~ p~ Eli GR: 727.9?(N) GR: e. a / consent of ColeJenest & Stone, P.A. is prohibited.
727,98(5) \ DA 1961-849 ~ , , ~ ~ H !NN 7387(04) INY: 725. 'NV .17.8' ~ e!H fAl: 77.53 ns3
. fNN 720,34(01!1) DIY: 72i.9A(aJi, C.1 fit/ INN 7 ~CU)TJ/ P 737.Ta INY: 727.33(IN} \ ~ ~ D~N: 31(W) C INN 73 iNN 727.25(W'~ - INY: 7a.3;~N} ColeJenest & Stone, P.A. 2010 !Nw 7zr.xe(aur)
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STORE NUMBER 13036
a~ S47H \ rlr~:7 a3 ~ PROJECT NAME
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\ ''~V~J J EU \
w \ HWY 1 fi AND HWY 73, DENVER, NC
\
DRAWING TITLE
EXISTING CONDITIONS
/ ~ GADD PLOT: SCALE: DRAWING No.
\ \ ~
NCCS STATION '159 JAS' (NAO 93) @ON '158 J.4' (NAo "1
\ NORTHING . 51911159 FEET EASRN 1,412,15091 FEET ELEVATION - 725_' 619.14159 enoN - 72a.20 a = a` N DRAWN BY:
VOID PLOT: DJM cvl.o
DATE: 07!12190 SCALE: 1"=50' SUPERSEDES
R~ \ 0 25 50 100 E PLAN DATED: REVIEWED BY:

~ LEGEND
6s SITE NOTES g3.
'06 6 ~ SYMBOL DETAIL 1. ALL DIMEN51DN5 ARE AT 90 DEGREES AND ARE ~ NDW OR FORMERLY MELVIN D. CORE N~1 5 0 FREES AND ARE TO FACE OF OURS, EDGE OF PAVEMENT, h/ a ~ O a o
PB. 14 PG. 387 \ R FACE OF BUILDING, UNLE55 OTHERWISE NOTE ~ DB.1212 PG. 317 5.56 OTHERWISE NaTED. FAGILITfES PLANNING, DESIGN, & ENGINEERING
OF j'I 2. All IMPROVEMENTS AND CONSTRUCTION SHALL PIDu 87825 ^W 1g \ \ PROPOSED 51DEWALK 1 CV7.1 RKERS m ,Op NIR ,°`a.•a~:~:- / SUCTION SHALL BE IN ACCORDANCE WITH STATE AND 106 WILMOT ROAD
IL 5, C .3 T~h2 ' ~ - LOCAL STANDARDS. tg~s DEERFIELD, IL fi0015-5105
~ C~ 3. ANY DISCREPANCIES BETWEEN DRAWINGS AND A RAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE
~ ~ S F a _ GALLED TO THE ATTENTION DF THE OWNER PRIG THE OWNER PRIOR TO PROCEEDING WITH THE WORK. CONSULTANT PROJECT NQ. 50243
,06~ 0 :,,::~r~4,~:.•~~••;:• HEAVY DUTY CONCRETE 4/CV7.1 4. PRIOR TO BEGINNING CONSTRUCTION, THE CONTI iION, THE CONTRACTOR SHALL VERIFY THAT ALL PROJECT TYPE
~ti•15~ ~ S~ \ r ~s REQU[RED PERMITS AND APPROVALS HAVE BEEN IM~N \0 ~ ~ AUTHORITIES. rALS HAVE BEEN OBTAINED FROM ALL REGULATORY SITE DRAWINGSISPECIFIGATIONS BY:
o,~
5. THE CONTRACTOR SHALL CONTACT ALL OWNERS >~R '9 RIGWT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR 1 OT ALL OWNERS OF EASEMENTS, UTILITIES, AND ~ ?WALGREENS' RIVATE, PRIOR TO WORKING IN THESE AREAS, n ~ ®LANDLORD`S CONSULTANT
~ ~ WEAVY DUTY BITUMINOUS CONCRETE 2/GV7.1
o y • 6. CONTRACTOR SHALL MAINTAIN THE SITE IN A M. G ~ ~ ~ GENERAL PUBLIC S HE SITE IN A MANNER SUCH THAT WORKMAN AND THE ~l- ~ ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
I 0, ~~r~a ~F~, HALL BE PROTECTED FROM It` TECTED FROM INJURY. 1' T j ? WALGREENS'CONTRACTOR
0 ~ ~ ~~~g~` g. gL _ 1 7. DO NOT SCALE DRAWING FOR ACTUAL DIMEN5101 ~TUAL DIMENSIONS, A5 IT IS A REPRODUCTION AND J~
~v`~'y' ti°~ rye' ~ n SUBJECT TO DI5TORTlON. 0 PROPOSED 1-6 CURB & GUTTER 5/CV7.1 ~3 ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION}
0 0 8. REFER TO ARC \ HITEOTURAL PLANS FOR ACTUAL S FOR ACTUAL BUILDING DIMENSIONS. STORE BUILDING
o'~ \ .ryti P 9. REFER TO SITE ELECTRICAL PLAN FOR E}(TERIDR J FOR EXTERIOR LIGHTING.
! h ~ ti~ NEW...........®
a~~ 10. CO ?0 ~ NT'RACTOR SHALL FURNISH AND INSTALL ALL ID INSTALL ALL PAVEMENT MARKINGS A5 SHOWN ON NEW
N~ Oj , ~i THE PLANS. REMODELING EXISTING ?
\ PARCEL "B" 1t. ALL S[GNS, PAVEMENT MARKINGS, AND OTHER T ~ N:623,929.994 CONFORM TO THE LATEST EDITION OF THE MANI AND OTHER TRAFFIC CONTROL DEVICES SHALL RELOCATION ? iN OF THE MANUAL ON UNIFORM TRAFFIC CONTROL NEW SHELL ONLY , ?
\ E:1,4O5,001.762 DEVICES.
w NIR NOW OR FORMERLY 12. ALL PAVEMENT MARKINGS SHALL BE FOUR (4) II VICINIT 1 IYIMI- OTHERS.........?
STTR LIMITED PARTNERSHIP OTHERWISE ON THE DRAWINGS. . BE FOUR (4) INCH YELLOW UNES UNLESS INDICATED N~T TQ SCALE
gyp S1'48'17"E DB. 1088 PG. 663
~ ~ \ PIDrr 34534 13. CONTRACTOR SHALL COORDINATE THE RELOCATI( i _ _ _ _ ~ _ _ _ _ _ _ _ \ 90.69 THE UT1LITY PROVIDER, AS REQUIRED. THE RELOCATION OF ANY EXISTING UTILITY POLES WITH !RED. _ _
n~_ ~ ~ EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
1 "V w-' \ "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP DF
V PROPERTY AT THE INTERSECIIDN DF HIGHWAYS ;;16 AND ~3, LINCOW COUNTY,
+ R• 32.00 NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2030, PROJECT N0. G121, JOB N0. 76178.
a e 19 \
E_ ~ e ~ ~ ' • V 1-s c&G, ~
GJ f ` TYP. ~ (J ~s PROJECT INFORMATION
\ ZONING: BG
HEAVY DUTY \ 4 ~ CHAMFER CORNER5 CONCRETE ~ 7 \ DF CONC. PAD APPLICABLE CODE(S): LINCOLN COUNTY
PAVING ~ Land Planning
\ ~ `~D' s ~ 8 ` ~
Landscape ArcG~itecture
Civil Engineering
..s ; t~' fix' ~S \ ~o. PARKING STALLS REQUIRED (MINIMUM): 1 SPACE/300 SF = 50 SPACES Urban Design
PARKING STALLS REQUIRED (MAXIMUM): 105 OF MIN. = 53 SPACES
PARKING STALLS PROVIDED: 52
200 South Tryon Street
SITE PLAN KEYED NOTES Sutte 1400
0 Pv=rev ~ ~J: \9~ C~.arlatte, North Carolina 28202
\ ~p ~ h ~ i;., ~ ~ ^v , Op 00, ~ ~ ACCESSIBLE RAMP 1. 50'L X 4"W YELLOW PAINT STRIPE (TYPICAL) LANE DIVIDER. Tel 704. 37().1555
\ Q 2 2 'h~ ~-17 ,.r, ?~:W.~,:-1.:. ~ p~. 6 5EE DETAIL 1, CV7.2 Fax 704.37b. 78~ 1 2. LINE OF CANOPY ABOVE.
P 2= ~ da'"~:;'~~: ( 25 LF END OF ROAD GUARDRAIL ~ P / . ~ ~...J; ~ ~ \ ~ 0 v SEE DETAIL i, CV7.3 www.colejeneststone.corn 3. YELLOW HATCH LINES.
i.~ s w s, r~~ - ' ' \ .S, .wc,::.,W., ~ TREE PLANTING
~2j \ N 5 '9 - ISLAND, TYP. 4. 36"H FLEXIBLE DELINEATOR POST. FASTEN TO CONCRETE W/ BOLTS,
\ ~-:y,.'.~;,. ~ DRIVEWAY 5TUB FOR 19 ~ ' ~ (NQ ADHESIVE FASTENING).
\ ~ \ 7 , 6 ~ - FUTURE PARCEL I~ 0 ° • ~ CONNECTIVITY 5. GAS METER WITH BOLLARDS.
\ \ / 0 .s. \ UNDISTURBED BUFFER AREA ass D BUFFER AREA 6. COMPACTOR ENCLOSURE. SEE ARCH]TECTURAL DRAWINGS FOR bETAILS.
~ ~:~a' = 3825 5F \ ! PROPOSED BICYCLE RACK ` \ 7. PAINTED STOP BAR {1'--6" X 9'-0") AND TEXT.
~ ~ SEE DETAIL 13 CV7. S' ; :':~,7 ~ ACCE551BLE 3 0 / '2 A , 10:1 END TAPE RW ~ s <3 / \ RAMP SEE ;.A 0 ~q , I NCDOT STD. AT 1 END ? TAPER W/ \ 8. CONCRETE DRIVE-UP LANE.
\ DETAIL 1 ,y - ,~h SECTION, 7YP. EA. END \ r' ` ~`1~ 11 ~ G' , I Tla. AT--1 END TYP. EA. END 9. PROVIDE LANE DIVIDERS AND DIRECTIONAL ARROWS AT ALL DRIVES AND END OF
k~ \ „I„ ,f; ~ e ,~_;i' ! T AT DRIVEWAY :WAY ~ DRIVE AISLES.
~ ~ •~p ~ _ 165-LF W-BEAM r " 3%,' ~ ~ GUARDRAIL, SEE 5-LF W-BEAM ARDRAIL; SEE 10. MINIMUM 24" OCTAGONAL REFLECTIVE STEEL STOP SIGN (SET BACK
\ \ ~ ~ u,`%f.,tiy ~h t~ ~G I ~ DETAIL 1, CV7.3 TAIL 1, CV7.3 ~ CLEAR OF TRAFFIC) WITH PAINTED STOP BAR.
~ ~ ~ ~ INSTALL f INSTALL PERMANENT
w ,.a / ~ IRON STA 10 ~;r~ 14 I IRON STAKES TO J` 11. ODNCRETE SIDEWALK. MARK OMIT OF 50' y4 / 12. PAD MOUNTED TRANSFORMER WITH BOLLARDS. (COORDINATE W/DUKE POWER).
- 0 S ~ MARK tJM o,~ ,~o, Viz.. ,S• STREAM E STREAM BUFFER, TYP.
A ~ ~ \ ~ S . 13 ~ SEE DETA \ 9 0 ~ / I SEE DETAIL i3 CV7.i / 13. ENTRY BOLLARDS W/ POLYETHYLENE COVERS 5'-4" CLEAR.
S ^..rti ; ! I I~, TEMPORARY CONSTRUCTION ' ~ F 7 , o '~,k P.O.B. P.O.B.
9 1 I PARCEL EA5EMENT DB 2083-565 C PARCEL "A" hM^/ 14. ACCESSIBLE PARKING SIGN, TYP. 1 09113110 DJM PER WALGREENS COMMENTS
.v~ - , ~ 12 I ~ N:623,603.879 < 15. ASPHALT PAVEMENT FLUSH WITH CONCRETE WALK AT ACCESSIBLE PARKING 2 09!29110 DJM PERMIT REVIEW \:1,405,305.428 ~ \ SPACES.
- . . o~ 3 10!19110 DJM PER WALGREENS
G q~,,, 17 ~ ~ y GHT DUTY y V r .0~ 16. YELLOW PAINT STRIPING (TYPICAL).
PROPOSED DRIVEWAY ~ F ~ / F ~ I ~ F A5R ALT r A A N 3 F PAVI G, TYP. \ 17. ACCESSIBLE PARKING DESIGN TO MEET ALL GOVERNING CODES. QUANTITY A5 4 1fll2811fl RTF PERMIT REVIEW
~c~ ~ 5EE DETAILS ~ `~F / i, ~ I F \ yr 5 DETAIL 8. ~ r ".I / REQUIRED BY A.D.A.-ACCESSIBLE PARKING SPACES AND THEIR ACCESS AISLES
8&1O CV7.3 \qo 2s>> W~ ,p ~ / Q 2 C 1 \ ~ ~ VACANT 1 ~ ~ ~ / SHALL BE 1 1/2% (2 % MAX.} SLOPE IN ALL DIRECTIONS.
' \ ~ ~ ~ NOW OR FORMERLY` ~ \ ~a / ~ \ TRANSITION 2-6" C&G \ ~ d S LTSM, LLC ~ ~ I ' ~OQ~ I / 18. READERBOARD PYLON SIGN (50 SF MAX}. CONCRETE BASE FDR SIGN
S2. `S \ ` / 16 DB. 2066 PG. 76 ~ 0 4 \ 17 PID,~ 87827 g TO BE INSTALLED AS SOON AS PD551BLE. ORIENT PERPENDICULAR TO
TYP. EA. SIDE ,,h' , 'O~pQ ` PROP05ED STORMWATER ~ ~ i MAJOR TRAFFIC STREET. SEE ARCHITECTURAL PLANS FOR DETAIL.
DETAIL 8 CV7.1 \ A ~ ~ 800 \ \ ,SF 16 72 BMP (SAND FlLTER) "'a. / 19. DIRECTIONAL "EXIT" SIGN.
0 \ ~ \ SEE DETAIL 7 CV7.4 ~ ~p ~ ~S ~ 145-LF W-BEAM 1 ~ ~ / /
f ~ \ hti ~ \ c 0 ~ GUARDRAIL; SEE P w~` ':,.,,I ~ ~ ~ 20. TOTE ENCLOSURE. NO. DATE BY DESCRIPTION CONST
0 R DETAIL 1 GV7.3 p , 21. DETECTABLE WARNING SURFACE, 36 DEEP. REVISIONS - ~`~I ~f ~ TRAN53~T1ON 2~ 6
~ ~ P~ . "~~~'°I ~ C&G PTO 1-6/ C&G DIRECTIONAL ID SIGN (f4 5F}. SEE ARCHITECTURAL PLANS FOR OETAIL CERTIF[GATI4N AND SEAL
c~ ~ PROP05ED CULVERT ° ~ / ~ ~Y, • F ~ SEE GRADING AND , ~ Q DETAIL 8/C'J7.1 Y'~ i I ~ ~ EA. SIDE rurunu
~1 9 ~ ? s J DRA[ _ 0' F- m \ ,y~ ~ G ~ _ ~ NAGE PLAN ~ ss: ~ ~ ~
3. 3y ~ , ~ \ DNS S\ Z .8~ V ~ ~ ~ ~ ~ 0
/ u' / Q~Q ~~'C~.U~ppR4r,O~~= ` ~aF 0,1,9., ~ ~ / r ~ w e,~si ~ ' ~ - ~ SEAL ~ -
fig, OS V 1 g Q PROPOSED ROW 5 ~r ~ P~ ~ \ 2y, \ \ v DEDICATION TO p _ ° /
OS 01, \ NCDOT (7,401 5~ ° , c _ / R:15',1fYP. / _ ~ p ~ ~1a~ e ` ~7 ~ 'C~^
PARCEL LINE DATA PARCEL CURVE DATA A ~ ~ \ 3 \ T~. r:~ 9 1 ° / / 2c' . % ' NG f NEB ' ~v~;~
\ ~ / ;t, ~ ~ LINE # LENGTH DIRECTION CURVE " LENGTH RADIUS OC \ '
\ ~0 ~ Mf ~ ~ 10 \ ~ / PROPOSED ~`''lrwuu+rrr 10/28/10
Ll 70.50 S30 5B 57 W Cl 79,17 1P4.00 ~ , r ' ~a DRIVEWAY
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L14 125,00 N35°55'45'E \ ~ / / \ \ \ / / / ~ V ~ DRAWING TITLE
r ~ PERMANENT \ ~q i / ,~,1 L15 29.61 N35 55 45 E ~ DRAINAGE ~ \ ~ / ` J~o~° ~ STAKING AND MATERIALS PLAN
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~ FACILITIES PLANNING, DESIGN, & ENGINEERING
~;~.I 1 fl6 WILMOT ROAD
..r.~~a:~'; PROP05ED SIDEWALK 1/cv7.1 DEERFIELD, IL 60015-5105
PROPOSED GRAVEL , . . CONSULTANT PROJECT N0.50243
DRIVE CONNECTION TO ~~:~~~;=~``.:~~r; EXISi1NG HOUSE ~ ";"f:~°~`~~''~' HEAVY DUTI r~ ~ PROJECT TYPE HEAVY DUTY CONCRETE 4/CV7.1 SITE
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- Jc, DRAWINGSISPECIFICATIONS BY;
/ ~ ` (4) END OF ROAD MARKERS ?WALGREENS'
/ ~ SEE DETAIL 5, CV7.3 1 ~ HEAVY DUTI HEAVY DUTY BITUMINOUS CONCRETE 2/CV7.1 /~`n ~ ®LANDLORD'S CONSULTANT
/ ~ ~ / / ~ . 1. 1' ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
/ / ~ ~ - N~r V ? WALGREENS'CONTRACTOR
/ / ~ 1
~ / / ~ ~ ~ ` P b PROPOSED 1 ~3 ~ ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) PROPOSED 1'--8° CURB & GUTTER 5/CV7.1
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/ f ~ LINK LANDING DENVER, LI.C l ~
~ ~ PB. 14 PG. 386 ~ ~ RELOCATE EXISTING POWER POLE P o ~ ~ \ DB. 1984 PG. 642 ~p~-'~+ EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
~ MAINTAIN SERVICE TO EXISTING HOUSE• ~ i ~ ~ PID~ 34194 PROPERTY AT THE INTERSECTION OF HIGHWAYS X16 AND X73, LINCOW COUNTY,
! COORDINATE WITH DUKE ENERGY / ~ ~0 ~ ~ ~ ~1E NORTH CAROllNA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 20i0,
i r ~~a c aa• ~ OF •d~rd, i o ~ TYP. ~ 66 3 ,o ~ N 1~6 PROJECT N0. G121, JOB N0. 76178.
SEGMENTAL BLOCK ~ ~ ~
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, DRAINAGE PLAN ry~ ~ `
F 1 1 PP \R~ ~ ~ MAINTAIN DRIVEWAY ACCESS ; ~g ~ M~
4 TO EXISTING HOUSE THROUGI~OUT R1O.OO ~ Oa, ~ _ REFER TO SHEET CV2.0 FOR SITE PLAN Land Planntng
F ~ DURATION DF CONSTRUCTION $ tM~ X53.6 DO NOT CLOSE EXISTING DRIVEWAY h NOTES AND SITE INFORMA710N. Landscape Architecture
UNTIL NEW DR1VE IS ESTABLISHED 'o NOW OR FORMERLY MELVIN D. COR 5'O6 ~
AR ~2' o. PB. 14 PG. 387 ~ D ~ ~ Civii Engineering
8! ' (4) ENb OF DB.1212 PG. 317 1g5~6 ~ R~ ROAD MARKERS PID~ 87825 nw ~y P ~ y2, i ~ .~ZQO NIR Urban Design
~ ~ f SEE DETAIL 5, CV7.3 5-13
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200 South Tryon Street
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~ \ \ ACCE5518LE ~ SEE DE \ Y \ ~ , \ RAMP SEE . SEE DETAIL 13/CV7.3 0~0 '~S theron are instruments of ColeJenest & Stone, P.A. The
,fir. \ \ \ ~ DETAIL 1, reproduction or unauthorized use of the documents without ,~~C' consent of ColeJenest & 5tane, P.A. is prohibited.
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Nr \ Q ry ,t H4VY 16 AND HWY 73, DENVER, NC
\ \ \ , R.1 \ ; ~ 5 y'4
\ ~ \ ~ u~ , ~ \ °.:;~Y` k DRAWING TITLE
PROPOSED DRIVEWAY ~r F y \ ~T \ IASP ADLT~ y _ STAKING AND MATERIALS PLAN
A h ~ F ~ 5EE DETA]LS \ S 5E`~,DEI"AILP ~ CADD PLOT: SCAI F• DRAwwr Nn
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' _ f 4 + I ~ ~ ~ ~ ~ / 1 _ _ ~ . ~ - - - LEGEND
l.?(J 0O A 0
I ~ , i ~ ~ , - - _ SYMBOL DETAIL SYMBOL DETAIL
FACILITIES PLANNING, DESIGN, & ENGINEERING
1 I F r ~ I ~ k 1 ~ ~ ? X 51LT FENGE 4/CV7A PROP05ED PROP05ED TREEUNE 1 D6 WILMOT ROAD
~ ~ r / DEERFIELD, IL 60015-5105
' ~ ~ 4 \ ~ / / CONSULTANT PROJECT N0.50243
`1 ~ CLEAN WATER DIVERSION DITCH ; " °o°o°oo°°o
I ~ , ~ r. a o ° 0 0 STABILIZED CONSTRUCTION 1 ~ LINE W/ NAG SGi5O _ ,l ~ °o°o°o°o°o ENTRANCE 2/CV7.0 PROPOSED PROPOSED STORM DRAINAGE ~ PROJECT TYPE
~ t 1 .1 ~ EROSION CONTROL MATTiNG~- ~ / ~ _ - °o°o°o°o°o 'E ~ ' ~ ~ ~ 1 i SITE DRAWINGSISPECIFICATIONS BY:
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\ + ~ 1 -
~1 ~ ~ _ 1 ~ ~ ? ' ~ ~::r DENUDED LJMITS - HARDWARE ®LANDLORD'S CONSULTANT HARDWARE CLOTH AND GRAVEL 6/CV7.0
~ - • ~ ~ ;=X35TING POWER LINE TO. BE REROf1~E[3 ? f' / ~ r INLET PRO ~ ~ INLET PROTECTION C ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
, \ ~L \ ~ , ~ OUTSIDE LIMITS OF„DISTURBANCE \ ~ ~ t ~ ~ 1- \ ~ ~ ALL -WORK SHAL1: BE COORDINATED 1 1 ~ ~
J WITH OWNER AND UTILITY PROVIDI=R I ~V ? WALGREENS'CONTRACTOR J3 ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
\ ~ 1 ~ - ~ ~ ~ ? ? DIVERSION DITCH 3/GV7.0 ROCK CHE RODIC CHECK DAM s/cv7.D STORE BUILDING
\ ~
'j. ~ ~ ~ ` y NOW OR FORIERLY ~ ~
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~ r ~ ~ r ~B OTHERS PRIaR~TO CONSTRUCTION \ 1 / -`TEMPORARY SILT DITCH ''o P ~ .e.r. ~ ti ~ DPB1984PPG364,. e / ~ ~ ~ ~ ~ ~ J , PID 3419 f r` CATCH BASIN INLET PROTECTION 10 CV7.1 ~ DRAINAGE ' , LDC iION~SHALL BE~FIELDe ~ 1 ~ ~ ~ ~ - e ~ ~ ~ / ~ ~ ~E / / DRAINAGE AREA REMODELING . • • • • EXISTING ?
IFIED•`TO,ASSURE ~ ~ ` sir-.~~\R t \ \ /
'POSITI,VE DRAINAGE, 1~ MIN. q ~ i _ / \ ~ \ \ j ~ 0 6~ a RELOCATION ? NEW SHELL ONLY ?
~ SLOPE, SEE DETAIL _ \ ~ ' \ ~ \ 1' . { ~ r
VICINITY MAP OTHERS.........?
- _ _ _ \ ' / ~ - colR BAFFLES pax c/M) ~ ~ r / ~ ~ - ~ ~ ~ A PP , ~ v / R.DGK CHECK DAMS AT ~ ~ i ~ ~ ~ ~ f / / NOT TO SCALE
-MAINTAIN 51LLDITCH ~ ~ yDO INTERVALS° TYP~ ~ ~ / - --UNITE STONE IS IN PLACE` - - ~ ~ . ~ ` ~ SEE DE,TAIL'9/GV7..0. ~ \ ? 83. / ,r~ /
_ ~~~N . STORM INLETS WITH.-.. ~ ~ ~ r ~ ` ~ ~ ~ ~ - ` \ ! IIDW OZ FORMERLY MELVIN `D. CORE ~ 1RyO5 6 / / ,
I LET PRDTEC•T10N I~VE J / ` ~ ~ ~ z ~ ~ e ~ NT / r / - ~ ~ ~ I ~ PB. 1,; PG. 387 ~ ! / r ~ BEEN_INSTALLEp ° ~ ~ ~ T)B,1212 PG. 317 g~~ / s EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMAT]DN OBTAINED FROM
` ~ ' \ ~ ~ 'PID$ 6?a25 ~ , "W 1NIR / / / ' ` _ ~ ~ _ - . ~ \ ~ ~ ~ . z~ ~r ~ EROSION CONTROL NOT 30L NOTES °ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
ti s yr ~ . / - 1 _ -MAINTAIN~DRIVEYWAY~ - ' R~` PROPERTY AT THE INTERSECTION OF HIGHWAYS X16 AND X73, LINCOLN COUNTY, tiSURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL NORTH CAROLINA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
~ / AGGESS TO EXISTING HODS ~ ~ ` ~ ~ - / PCB ~ ~ r ~ i. ALL ER0510N CONTROL MEASURES SHALL B % _ - SEE rDRIVWAY d ~ ~ \ I \ ~p61 11 a`' ~ ~ / 25 ? i ~ ~ / / AND/OR STATE STANDARDS. 7?~2 ~ „ ~ ~S UENCE"~ ~ ~ ~ ~ f i ~ ~ ~"6 ~ \ r / / PROJECT ND. G121, JOB N0. 76178.
c 73~.7o(au 74 \ . CONSTRUCTION EQ ~yy50+', ti ~ _ r ` r L ~ / f
_ , ` ~ ~ ~ \ [,r,~ l \ ~ \ _ r r , ,r ~~6 / ~ 2. THE CONTRACTOR SHALL DILIGENTLY AND C _ _ r . ~ \ / / , ~ j; / ~ CONTROL DEVICES AND STRUCTURES TO MII _ P - / r ~ \ \ \ ' ~ ~ ~ / SHALL MAINTAIN CLOSE GDNTACT WITH [NSI UGENTLY AND CONTINUOUSLY MAINTAIN ALL ER0510N coNSTRUCTION sEQUENCE UCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR
VTACT WITH INSPECTOR 50 THAT PERIODIC INSPECTIONS
- _ f ~ ~ q . ~ \ ~ ~ \ _ / ~ ~ ~ ~ , CAN BE CONDUCTED AT APPROPRIATE STAI - ` mow-.. / / ~ ` ~ ~ . ~ ~ ~ \ ~ , / r " 'PROPRIATE STAGES OF CONSTRUCTION. 1. OBTAIN GRADING PERMIT:
- 6ro'V ~ f r. f ~ [ .a. 6. _ ` / / ~ ~ ~ / ~ 3. THE TOTAL DENUDED AREA 15 4.24 ACRES. 15 4.24 ACRES. 2. CONTACT DAVID LEDFORD WITH LINCOLN COUNTY NATURAL RESOURCES
~1~' ` ~ ~ ~4~ , ~ ,'h•~9~ rye' / / T / ~ ~ ti \ ~ - ~ \ ~ \ ~ ~ . ~ r / \ / • ~ ~ . ~ / 4. THE TOTAL 51TE ACREAGE IS 2.44 ACRES. DEPARTMENT AT [phone] PRIOR TD ANY CONSTRUCTION. Lahti P~amm~ S 2.44 ACRES. g
~ \ 3. SURVEY THE LIMITS OF THE UNDISTURBED BUFFER LIMITS PER PLANS AND INSTALL Landscape Arc(~itecture
' ~ ~ ~ 'j GOIR B FFLES. -DRA!NA.6E AREA: 2:1b / ~ ~ / 5. THE SOIL CLASSIFICATIONS ARE WINNSBORO ~ a. `T(T \ ~ ~ ~ 7DO~G M.~ ~m ACRES r • ~ ~ / / / ARE WINNSBORO (WaB) AND ZION (ZwC). TREE PROTECTION FENCE ALONG UMITS PRIOR TO ANY SITE DISTURBANCE.
0 ~ \ ~ ~ .~~'v ~ ~ / -5- / ~ ~ / 6. FINAL LOCATION OF SILT FENCE, bIVER510N Civil Engineering :NCE, bIVER510N DITCHES, ETC. SHALL BE ADJUSTED IN 4. INSTALL CLEAN WATER DIVERSION DITCH AT TOP OF SLOPE ALONG WESTERN
~ ~ \ ~ ~ ~ ~ ~ryy~ ~ ~ , ' ~ \ - / P.a.e. THE FIELD BY CONTRACTOR BASED DN SITE , BASED ON SITE CONDITIONS AND INSPECTOR'S PROPERTY LINE. REFER TO GRADING AND DRAINAGE PLAN AND DETAIL 15/CV7.2. Urban Design
~ \ ~ , . ~ . PARCEL B RECOMMENDATIONS. J \ ~ /Lx \ ~ f ~ N:623,929.994 5. INSTALL ALL OTHER EROSION CONTROL MEASURES, INCLUDING SEDIMENT BA51N, A5
7 ~ y " ~ ~ v \ I ~ ~ E1,406,Q01.762 a ~ + ~ \ ~ ~ - -D~UAED..I.IMIT5;,4.40 = - ~ ~ ~ a • 7. THE 51TE SHALL BE GRADED DURING CONS'.
~ ~ ~W.W' ACRES ~ ~ r ~ f T'~xia~ DRAIN TD EROSION CONTROL DEVICES. . ~ ~ ~ ~ ~ ~ ~ f \ ~ / NOW OR FORMERLY \ 1 1 ~ ` , ~ ry~ ` ` - ~ ~ _ „ 1 /r'+ ~ " STIR LIMITED PARTNERSHIP L DEVICESCONSTRUCTION TO ALLOW ALL STORM WATER TD ~ SNE DEVICES. STAGE 1 PLAN, CLEARING ONLY AS NECESSARY TD INSTALL 200 South Tryon Street
J ~ ~ L ~ t` e ~ ~ P ~ \ \ \ ` ~ ~ CLEAN WATER DIVEE;S!JN l - ~ 1 / ~ ~ - - DH. tOaB PG. fifi3 g. COFFER DAM AND PUMP SHALL ONLY BE U 1ALL ONLY BE USED TO REROUTE CREEK DISCHARGE fi. OONTADT THE LOCAL OFFICE OF THE NORTH OAROUNA DEPARTMENT OF Suite 1400
EXISIING`ENTRANCE ~ ~ ~ ,'4`. ~ a r \ . ~ - / / ~ PION 34534 • . e \ `iiiTC'ri ti f TOP OF~---. ~ ~ AROUND CONSTRUCTION ZONE. ALL DEWATE \ tc . , ~,2, \ TEMPORARY z~ \ ~ NOT TO BE USED AS ~ GJ~ ~ , - \ SEDIMENT._Bg51N CI ~ A ~ f~ / ~ ~ ~ . w ~„~GNt, ~ SHALL BE pIRECTED TO A SEDIMENT BASIN NE. ALL DEWATERING LOCATED WITHIN THE DENUDED UMITS ENVIRONMENT AND NATURAL RESOURCES (NCDENR) TO SCHEDULE AN ONS[TE Charlotte, I~lortdc Carolina 28202 SEDIMENT BASIN OR SILT BAG SHOWN 4N THE PLANS. INSPECTION.
SEDIMENT~TRAP - , CONSTRUCTION ENTRANCE ~ `'~s'•- \ ~ ~ ~ \ \ 0.77 ACRES DRAINAGE -'PROVIDE NO ~ / ~ f Ted 704.3 7b. 15 ~ 5
FlEL.D VERIFY EXISTING ~ ~ ` ~ c r ~ .9 0.77 A'ORES (.DENUDED) AI~ERICAI~.GREEiv C350 ~ ~ ~ f / ~ ~ y~ 9. STABIL1ZATlON IS THE BEST FORM OF EROS FORM OF ER0510N CONTROL TEMPORARY SEEDING IS 8. 7. UPON APPROVAL BY THE NCDENR INSPECTOR, PROCEED WITH CLEARING AND O510N CONTROL ON LARGE DENUDED AREAS AND GRADING PER THE APPROVED CONSTRUCTION DOCUMENTS. FaK 704. 376.781
DRAINAGE STRU~• RE ~ - ~ ~ \ \ ~ ~ ~ LINING PER DETAIL ~ ~ NECESSARY TO ACHIEVE ER0510N CONTROL GR: 737.56 (e. + V / ~ \ T ~ \ \ \ SEDIMENT$ASIN ~2 . 15 CV7.2 ~ ~ ~ ~ ~ f ESPECIALLY WHEN- SPECIFICALLY REQUIRED AN MAKE FUNCTION-L INV: 73 12(IN}(A) . \ \ \ ~ a / ~ ALLY REQUIRED AS PART OF THE CONSTRUCTION u>wW.GOIe eneststone.coin
s• i V: 733.. IN B r'' \ \ ~ \ ~ - ~ ~ / / mow; _ SEQUENCE INDICATED ON THE CONSTRUCTIC ACCEPT BE~1SI N \ ~ ~ ~ \ SEE DETAIL 5/CV7.0 l / _,r -[E CONSTRUCTION DOCUMENTS. 8. AS GRADING ALTERS DRAINAGE PATTERNS, FIELD ADJUST THE LOCATION OF DIVERSION DITCHES TO DIRECT SITE RUNOFF TO SEDIMENT BASIN.
'~ca DISCHARGE- INSTALS v: 731.98 DST) ~ \ \ \ ~ _ J. ~ / / ~ y~, \ \ ~ \ \ . ~ BOTTOM •D1M._-~ ~0 X27- .r- / / / \ \ \ ~ / 10. GROUND COVER ON EXPOSED SLOPES SHAL INLETS ROTEGTION \ ~ ~ ~ TOP DIM. = 61 X47 / :D SLOPES SMALL BE APPLIED WITHIN 15 WORKING DAYS
1 ~ 4 \ I i \ k \ . ~ \ j ~ / / FOLLOWING COMPLETION DF ANY PHASE OF \ \ a ~ . SPILL`WA•Y-HEIGI~T ---2.--- ~ ~ - f ~ ~ ~ ANY PHASE OF GRADING. 9. INSTALL COFFER DAM AT CREEK, ABOVE PROPOSED LOCATION OF CULVERT A. INSTALL 51LT FENCE BELOW TOE OF PROPOSED FILL SLOPE AT EACH SIDE OF
\ ~ 1 _ \ r, . \ BERM HEIGHT - 4.5 / / / ~ \ ~ ~ ~ ~ \ ~ r / \ 11. PERMANENT GROUND GDVER FOR ALL DISTL Z FOR ALL DISTURBED AREAS SHAU_ BE APPLIED WITHIN DRIVEWAY. PROVIDE PUMP TO ROUTE CREEK FLOW AROUND PROPOSED CULVERT
- ~1 ~ ~4y 1 . ~ - ~ ~ ~ ~ ~ / / ~ 15 WORKING DAYS OR 90 CALENDAR DAYS, r :ALENDAR DAYS, WHICHEVER IS SOONER. CONSTRUCTION TO DISCHARGE BELOW DISTURBED AREA.
- ~ • t \ \ \ ~ \r~ ~ ` ROCK CHECK r / - \ ~ ~ \ ~ r` ~ ~ , ' - - ~ r" ~ ~ ~ ~ f ~ ~ / / •P i 12. ADDITIONAL EROSION CONTROL MEASURES I ` \ \ / r0 tOL MEASURES MAY BE REQUIRED BASED UPON SPECIFIC 10. INSTALL DOWNSTREAM SECTION OF CULVERT A AND HEADWALL AND IMMEDIATELY
r I ~ ~ AMS AT,.00 ~ ~ \ ~ \ ~ ~ ~ / ° / / 'o SITE CONDITIONS. qj 1 N. , \ ~ ~ ~ ~ ~ / INTE p~.S, TYP r ~ ~s, ~ PLACE STREAM BANK STABWZATION PER GRAD]NG AND DRAINAGE PLAN AND
m~ ~ ~ C - ~ ~ \ ~ : ~-~v ~ 5 DETAIL / / i ~b? \ ~ \ / DETAIL 10/CV7.0.
~ \ ~ / ~ s 11. CONNECT SILT FENCE ADJACENT TO CULVERT OUTLET AT TOP OF BANK ACROSS
GR:737.a3 ~ ~ ~ THE TOP OF THE CULVERT AND HEADWALL
INV: 731.3fi(IN)(A} \ ~ m r-\ \ \ ~ ry / INV: 73D.41 IN H ~ ~ ` ~ ~ ~?F N n r \ ~ ~ / / / 12. COMPLETE INSTALLATION OF CULVERT A, WORKING UPSTREAM. ONCE THE FINAL
INV: 7~r>.~a(aurl o R~, s5 h Gr ~ ' ~ ~,~o` ~ / / , i ` \ \ o ~ •e~ o / / \ tit \ \ ; \ ~ rg"~" ~ 0 0 ~h / / / ~ CULVERT SECTION AND UPSTREAM HEADWALL ARE INSTALLED, REMOVE CHECK DAM AT CREEK AND IMMEDIATELY DIVERT THE CHANNEL FLOW THROUGH THE CULVERT
PIPE.
\ \ ¢ / / 13. INSTALL THE STREAM BANK STABILIZATION ON THE INLET 51DE OF TWE CULVERT
HARDWARE CLOTH AND ~ ~ \ ~ 1 _°o°o / TEMPORARY / / ~ \ \ \ } °p°°°p° ~ / r PER THE GRADING AND DRAINAGE PLAN. ENSTALL SILT FENCE ALONG THE TOP OF
GRAVEL INLET PROTECTION- \ 4~• ~ ~ a o 0 0 / / ` \ ~ ~ 1 0 0 o CON5TR~}GiION , 5EE DETAIL 6/CV7 ~ \ e, c`3 ~ ~ i ° o o E7VTRr,NCE; SEE ~ BANK AND OVER THE TOP OF CULVERT AND HEADWALL.
/ VACANT / AIL 2 GV7.0 / y °q° I \ ° ~ ; y , 14. PROCEED WITH PLACEMENT OF FILL OVER THE TOP OF CULVERT A AT DRIVEWAY. 1 09113110 DJM PER WALGREENS COMMENTS
\ \ / a o°o°°° f NOW OR FORMEf3LY' ~ / ! , \ o°oo i ~ ~ r PROVIDE SLOPE DRAIN AT TOP OF FILL SLOPE ABOVE SEDIMENT BASIN TO CARRY
\ W \ \ ~ ~ ~ ~ °oo°ooo° / / ~ / 'DB. 2086 PG. 7fi / 1 ~ f \ o ° o f u ~ ~ PUh~P CREEK \ - \ \ °o°°°~~ / TEI~!P'ORARY SILT DITCH, PIDQ 87827 l ~ \ \ ~ \ ~ RUNOFF DOWN SLOPE TD BA51N. 2 09129110 DJM PERM]T REVIEW ~Uh~P CREEK \ , ,v\.
\ \ 0 0 o v o - - DI5GH~RGE 'ARO[ \ ~ oo° / l \ \ \ ~ o°o,.o°o ~~JGATiON ,~rlAll BE• F1E:LD y )15CH~,RGE AROUND ~ 1 ti\, 15. ONCE FNAL GRADE HAS BEEN REACHED AT F]LL SLOPE, INSTALL PROP05ED
\ , • DONSTR' CTION 2 ~ ~ \ \ ~ - s- o°° / VERIFIEIYTO ASSURE P051TI•rE '~1 ~ ~ \ o o ° / \ o ° ° / SINGLE ROW SILT FENCE; \ COFFER DA1 ~ONSTRL~CTIDN ZONE , ~ 1 SANITARY SEWER SERVICE (SEE UTILITY PLAN), AND STABILIZE FILL SLOPES 1MTH COFFER DAM TO BEd ~I I / ER051DN CONTROL MATTING AND SEEDING (OR 50D) AS INDICATED ON PLANTING
P \ \ a°o°°° r DRAINAGE, 1%-MIN. SLOFr; a \ \ \ °°o°o°o / G°-- / _7;~Eg~AIL 4 CV7.0 , \ ~ CONSSfRUGT1 CONSSfRUCTED TO STAP1 PLAN.
GR: 735.14 \ ~ °o°o°o°o / _.t DETA~- 3/CV7.D / INV: T0.55(OUT) ~ ~ ` \ - °trRo- / f E[]IMENT,B'ASIN TO REMAIN FUNCTIONAL ~ ~ WATEf~ FLOI o o \ ~ WATEf~ FLOW THROUGH ~ ~ I I / / ~ ~I
° ~ ~ ~ i CONS UCT °°o°o / SINGLE ~ Ut•,`7~IL ALL AREAS DRAINING TO THE ~ ~ \ ~ / / ~ fj ~ ~ dIR~ ,,o °o°° /ROW S!LT / FIAS!N ASE STABILIZED _ CONSTfjUCT10N ARE f ~ I/ / 16. AS OTHER AREAS ARE BROUGHT TO FINISHED GRADE, INSTALL STORM SEWER 1 I STRUCTURES AND PIPING PER DRAINAGE PLAN. INSTALL INLET PROTEC110N AT
Eu . a o ~ i~ s ~ - \ ~ °~s%,o 1? ~ Sc?.' ' FEfI~E; SEE ~~y ~ ! ~ r j ~ ~,J DRAINAGE INLETS A5 THEY ARE INSTALLED.
.r o o A / f ~ \ ~ / ~ C \ o ~ ° ! ETAIL ROC.. T;HEGK ~ ~ 1_ ~"L-•• P \ ~ ao ° ~ ~ ~ ~ h \ 'TEMPORARY CONSTRUCTION o o ~ ~ / COIR BAFFLES nn y ~a _ P•~~ aA, ~ ~ , t 17. STUB STORM DRAIN OUTFACE PIPE FROM STRUCTURE A9 AND A6 INTO SEDIMENT
v EASEMENT DB 2Das-565 I o- ~ ~ 4/C .AMS AT 1D0 s ~Y o \ ~ ~ / /INTERVALS, TYP. ~ N:~ 7'~ ~ ~ BASIN AS A TEMPORARY CONDITION. `o, \ /
\ \ ° \ l E' ~ \ ~ o \ / / SEE DETAIL ~ i - ~ ~ ~ ~ ate/ ~ 18. SEED AND MULCH DENUDED AREAS WITHIN 21 DAYS AFTER FNISHED GRADES ARE
q • / , ' 9 ~.G` SEDIMENT BASIN '~1 ~ " Q\ r \ \ "rr~ /G- u w / r / ` A T \ SEE DETAIL 5 CV7.0 ~ ~ ~ \ Ary ~ ESTABLISHED. RffER TO SEEDBED PREPARATION NOTES AND ASSOCIATED SEEDING h N N0. DATE BY DESCRIPTION CONST
V ~ f / ~ l / r y ~R ~ , EDING SPECIFICATIONS r ~ BOTTOM D1M. = 112 X34 ~ e SE A 1 ~ \ ~ ~ i` ~ ,,ti• ~ 0 SPECIFlCATi0N5.
~ ~ ~ / G GR: 732.98 qT;'• r' TOP DIM. - 130X50' - 3: 5 OP 5 OR FLATTER: ~ nn -may os ~ . ~ ~ / / ~ R~^~4 REVISIONS s`a`~\\~, , ~ 1 f @~'~~x• 19, PREPARE BUILDING PAD AND STABILIZE PARKING AREA/DRIVEWAYS WITH STONE.
~T v 7 ou \ ~ _ f ~ 26 ti~ SPILLWAY HEIGHT - 2 r 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LB5/1000 S.F. ~ ~ . \ ~ CERTIFICATION AND SEAL ~ ~ f ' ~ ~ ~ 20. ONCE UPSTREAM AREAS ARE STABILIZED, REMOVE SEDIMENT BASINS; INSTALL
C \ s2, \ BERM HEIGHT = 4 ' CB ~ S l - ~ F C7 ~ SANK FILTER STRUCTURE, AND CONNECT DRAINAGE PIPES THROUGH STRUCTURE ~~~«uriurrgr
2 APPLY 10-10-i0 COMMERCIAL FERT1LIZER AT THE RATE DF 20 LB5 1000 S.F. cR: 732nD rs, ly: \ INSTALL DIRT B / INV: 72a3D IN \ f SEDIMENT BA51N FILTER N'~ `~lJ ?'I A5. +f11/1I//4j1~ ~~t~~ CAR ~14~i
INV: 726.26 Olt) r ~ ~ \ ~ / ` 2.18 ACRES ( ~ ~ DISE ARGE LIN 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: \ ~ CB ~ GR: 734.66 DRAINAGE 'SEE DTL , ~ _ _ ~f 1 ~ / cs 21. TEMPORARILY BLOCK-OFF INLETS TO FILTER CHAMBER AND FORCE ALL DRAINAGE F,~ sT pe;:~ E55/ ~
~ • { ) \ INV: 726.38{W) 2,i$ ACRES ~ t ,~%~;'F ~ 7 THROUGH SEDIMENT CHAMBER DIRECTLY INTO OVERFLOW AND CLEARWELL. PROVIDE ~ Re or; ~ : 2;' 0~ Oti~° ' ~ INV: 7 a n ~ j ;r0 q/, r 9 HARDWARE CLOTH AND GRAVEL FILTER AT 6X3 BOTTOM DRAIN [N SEDIMENT ; W : ~ SEAL : ~ ~ : ~ ~ : _
DATE: TYPE: PLANTING RATE: INSTALL. PERMANENT \ \ ~ \ _ 13/CV7.0,.- i5" RCP STORM ~H \ INV: 726.a6(OUT {DENUDED) " ~ / ~ u C I CHAMBER. ~ J • c-~3sr ~ ~ ; ` 2
AUG. 15 - NOV. 1 TALL FESCUE 300 LB5/AC OR 7 LBS/1000 S.F. DRAINAGE AND TiE-1N ~ ti ~ / ~ ~ ~ _ ~ 22. DO NOT ALLOW SITE RUNOFF TO ENTER FILTER CHAMBER AT SAND FILTER UNTIL •.,cna~~•.~ 1, .~.,F Q-,:~
NOV. 1 -MAR. 1* TALL FESCUE AND 30D LBS AC OR 7 LBS 1000 S.F. INTO EXISTING CATCH 'F ~ ' ~ / ~ ABRUZZI RYE 25 LBS/AC OR 1/2 LB/100D S.F. BA51N ALONG NG HWY cl ~R~~9, i ~ ~o ~ ~ ~ ~o~ ty $ ~ COMPLETION OF CONSTRUCTION AND FULL STABILIZATION OF ALL UPSTREAM ~ r~l~, ~'•~GIN~~'' ~v~.~
MAR. 1 -APR. 15 TALL FESCUE 300 LBS/AC DR 7 LBS/10D0 S.F. 73 .WEST cR: 733.2D ~YS ss. l / / ~ , . ~ ~ ~ ~ ti- - ~ INV: 729.47(OUT) ~8, k \ ` ~ ~ $ DRAINAGE AREAS. '~i I~~ T S~` j ~ / ~ / ~~~//4/Il11All Opp ..F~',
APR. 15 -JUL. 30 MULLED COMMON ~ ~ \ ~ ~ ~ '.'.1'.'. s• \ BERMUDA GRA55 30 LBS AC OR 1 2 LB 1000 S.F. k•~\ \ ~ ~ ~ i ~ ~ 23. MAINTAIN 501E ER0510N CONTROL MEASURES UNTIL A PERMANENT GROUND COVER / / ~
JUL 15 -AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/10D0 S.F. as Ta\ \ ~ \ / ~ - ~ ~4, q~ ~ 15 ESTABLISHED. INSTALL ADDITIONAL MEASURES AS REQUIRED BASED UPON 1 1 / fi / ACTUAL SITE CONDITIONS.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. ~ ~ \ \t, d0• ~ 1~ r The drawings, the project manual and the design shown
OR SORGHUM SUDAN ~ - . ~ ~ P r FI r HYBRIDS 30 LBS AG OR 3 4 LB 1000 S.F. F ~ ~ y~~ . / ~ ' k' ~I: / :::J 24. UPON FINAL SITE STABILIZATION AND UPON APPROVAL BY NCDENR INSPECTOR, i' 0~,~ ~ ~ theron are instruments of Cole]enest & Stone P.A. The
~ ~ r REMOVE REMAINING ERO514N CONTROL DEVICES AND PREPARE SAND FILTER FOR re rotluction or unauthorized use of the documents without ;r ! / ;ro'~'•o~ PERMANENT OPERATION. P
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-1000 LHS/1000 S.F. \ ~r - ,?y 1 . ~,T j, \ ~ i Jai, , - ~ ~ ` ~ ~ jj=' ~ ~ T'~`" consent of Colelenest & Stone, P.A. is prohibited.
* NUARY MARCH PERIOD. \ ~ \ f ~ i ~ ~ f ~ c, HEAVILY MULCHED DURING JA \ GR 732,x2 ~ ~ , \ ~ r ~ ~ - ~ ~ /f , ~ =G ~ DRIVEWAY CONSTRUCTION SEQUENCE ~
~ \ 4 ~ INV: 729.37(OUT) ~ i : ~ / ~ / ~ q= SLOPES GREATER THAN 3:1 ~ ~ 1 \ ~ •f" / r~ ~,r ~ ~r/~n~ ' ~ ~ ~P 1. EX15T1NG DRIVEWAY NOT TO BE USED A5 A CONSTRUCTION ENTRANCE. CaleJenest ~ Stone, P.A. 2010
SEEDBED PREPARATION NOTES r U RAL LIME AT A RATE OF 90 LB5 1ODD 5.F. ~ ~ ~ - ~ I ~ ' 1. APPLY AGRIC LTU / ~ ,~.1
SPILLWAY ~ \ ~ Y~ y f ~ N E 2 MAINTAIN ACCESS TO EXISTING DRIVEWAY FOR PROPERTY OWNER DURING INITIAL CONSTRUCTION. MAINTAIN SILT DITCH ALONG WEST SIDE OF
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LB5/1000 S.F. 1. SURFACE WATER CONTROL MEASURES TD BE INSTALLED ACCORDING TO PLAN. \ \ \ _ o~ \ ~ / ' \ ' (~I PROPOSED DRIVEWAY GRADING TO CONVEY RUNOFF TO SEDIMENT BA51N STORE NUMBER 13036 / ~ UNTIL CURB AND GUTTER, STONE BASE, AND RETAINING WALL 15
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP501L \ ' f ~ ~ . = 4 , / G SCHEDULE AND APPllCAT10N RATES. \ - 3. SEED IN ACCORDANCE WITH TFI.E FOLLDWIN 3"DEEP, TOTAL SEEDBED PREPARED DEPTH SMALL BE 4° TO 6" DEEP. - ~ ~ Y ;o~?~,y~ / / INSTALLED ALONG PROP05ED DRIVEWAY NORTH OF EXISTING ENTRANCE. PROJECT NAME GR: 736.70
INSTALL TREE ~ ~ v ~ i7~,;~. ,P1~64a. : ti ` ~ ~ ' - DATE: TYPE: PLANTING RATE: 3. LOOSE ROCKS, ROOTS AND OTHER OHSTRUCT10N5 SHALL BE REMOVED FROM THE PROTECTION FENCING /y \ ~ r~'~ ; ~ ~ J 1. ~ INV: 726.s'9(II ~ ~ ~ INV: 729.31(G 3• NSTALLATION WITH PROPERTY p~ R~E•51DENTIAL GRAVEL DRIVEWAY
SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLJSHMENT AND ALONG UNDISTURBED \ • - ~ ~ ~ ~ ~ ~f'P
MAR. - JUN- ] SERICEA LESPEDEZA 50 LB5/AC DR 1 1/2 LB5/1000 S.F. MAINTENANCE OF VEGETATION. SURFACE FDR FINAL SEEDBED PREPARATION AT LIMII'5 INSIDE STREAM ~ " ~ - 1 (SCARIFIED) AND FINISHED GRADES SHOWN SHALL BE REASONABLY SMOOTH AND UNIFORM. BUFFER, TYP. • Gg \ ^~no, ~?na % ~ / 4. INSTALL PROPOSED DRAINAGE INLETS CI-D3 AND CI-D2 WITH
v MAR. - APR. 1 ADD TAI1 FESCUE 150 LBS AC OR 3 1/2 LBS/1000 S.F. ~ c \ ~ ~ 1 ~ V CONNECTING PIPE TO PERMANENT OUTFACE AT NC 73. COORDINATE HWY 16 AND HWY 73, DENVER, NC
/ 4. IF ND SOIL TEST 15 TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING ~ - OR SP C CA DNS. IN ADDITION PROVIDE 15 LBS 10D0 S.F. ~ 6° PERMANENT ~ ~ ° ~ ~ .Z` ~ / 1N5TALLATION OF STORM PIPE AND CATCH BASINS WITH PROPERTY a ~ ~ OWNER. INSTALL INLET PROTECTION IN BOTH CATCH BA51NS. DRAWING TITLE
- 1000 S.F. E IFl Tl / ~ qM~L f fi., MAR, JUN. ADD WEEPING LOVEGRASS 5 LB5/AC DR 1/8 1.13/ OF SUPERPHOSPHATE. ~ DRAWAGE \ ~ EASEMENT / I
- tt~ DB 1981-649 \ \ JUN. SEPT. 1 TALL FESCUE AND 60 LB5/AC OR 1 1/2 LB5/100D S.F. 5. IF 501E TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL J ~ ~ ~ Q 5. ALLOW PROPERTY OWNER TO U5E EAST SIDE OF ENTRANCE ROAD TO STAGE 1 EROSION CONTROL PLAN
BROWN TOP MILLET' 35 LB5/AC OR 3/4 LB/1000 S.F. TEST REPORT. ~u TEMPORARY \ ~Gar1e ~ MmIAN , CONSTRUCTION c OR SORGHUM SUDAN D ~ ~O / ACCESS NEW RE5IDENTAIL GRAVEL DRIVEWAY WHILE WEST SIDE OF ROAD ~ 15 BEING PAVED. INSTALL REMAINING SECTION OF RETAINING WALL CADD PLOT: SCALE: DRAWING N0.
_ _ . _ _ _ R I IIAC AAIf1 CCG71117CD Cl.l AI l CC AOOI ICn IIAIlCf1D111 V ANl11 f.,11VC31 4ANTLJ TLJC Cl111 r,. one. ~n~nnlr.n no.. EASEMENT / VGR~7$. 1 . J~/~ ~ / ~ a~ cnnTU nc cvicnnir_ noi~smnv
HYBRIDS 30 LH~S/AC OR .5/4 L[3/IUUU ~5.1-. • LIIIIL 11- I LI\IILI4LI\ V.1- - „1 1 - VIM VI\IYILI „1{V IIIIIILL 111111 III" VVIL Gll Vil. !i IY HIT. • oe 191511-6413
- 0 LB5 AC OR 1 3/4 LBS 1000 S.F. DURING SEEDBED PREPARATION. 72788(5) 73 oSMH SEPT. MAR. i SERICEA LESPEDEZA 7 / / INV. 725.1 IN RIM: 726.18 INV: 730.37(IN) iNV 72499(OU4 / INV: 729.23(IN) SS (UNHULLED - UNSCARIFIED) 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD INV: 7zo.~a(au>) W RI IN}~ ~C9 6. ALLOW THE PROPERTY OWNER TO USE THE WEST SIDE OF THE ENTRANCE N DRAWN BY: P.€ . 7 .75 OR- 737.53 ou INV 727.33(IN) TO ACCESS THE NEW RESIDENTIAL GRAVEL DRIVEWAY WHILE THE EAST
INV. 72920(OU-i) TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. IN INIP ry0.11(IN) INV. 727.26(GUT) VOID PLOT: DJM / INv. 73 gou7} ` SIDE IS PAVED. CV3.0
MILLET OR SUDAN 20 L.BS AC OR 1/2 LB 1000 S.F. CONDITION. c~ Q IN
4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LB5/1000 S.F. AND ANCHOR 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH .15 SPREAD.
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. W 11 SCALE: V = 40' DATE: 07112110 ~ SUPERSEDES aP
OR 800-1200 GAL/AC. 9. ALL SLOPES GREATER THAN 25:1 SHALL BE STABILIZED WITH JUTE MESH. ARo S 1 PLAN DATED: REVIEWED BY: 0 20 40 80
* TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES. 'k RIM: 7 5.ot

~ ~ ! I ~ ~ f ! .rte` ~ /
LEGEND ~p ~ p o 0
! 1 i ~ ~ ~ ~ / DETAIL FACILITIES PLANNING, DESIGN, & ENGINEERING
/ ~ ~ ~ _ 5YME3OE DETAIL ~4L 11 ~ ~
1 - ? ~ / 1D6 WILMOT ROAD '
~ x SILT FENCE 4 CV7.O PROPO5ED THE PROPOSED TREEIJNE DEERFIELD, IL 60015-5105
J` ~ ~ s 1 ~ / - / / CONSULTANT PROJECT N0.50243
4 's ~ ~`t / i 7g6 ~ A ~ \ / f + 1 1 f / ~ Q STABILIZED CONSTRUCTION 2 CV7 O ~ PROJECT TYPE
~ - ENTRANCE / PROPOSED ST1 PROPOSED STORM DRAINAGE SITE ~ RRAWING515PECIFICATIONSBY:
~ ?WALGREENS' -
l ' ~ a, M r f Ik t ~-r~T ~ ~ f' , l ~ r~ r
~ i, ti, .1 ~ r ~ ' ~ ~ . - - - HARDWARE CL ~ ®LANDLORD'S CONSULTANT
I !r~ ~ _ '~a ~ t ~ ,J ~ DENUDED L1MIT5 ~ ` ` ~ ~ + f. ~ 1NLET PROTEC' HARDWARE CLOTH AND GRAVEL 6/CV7.O ' YC / . ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: INLET PROTECTION h/
~ ' ~ ? WALGREENS'CONTRACTOR
®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) ~
~ ~n~` ~ .t ~ i \ f ~ 1w I • ^ ' \ N ` z. ~
` 1 r . 5 Y ~ ~ - DIVERSION DITCH 3/GV7.O ~ ~ _ \ ~ ~ ' C2 ' `7'`~ ~ \ ~ ~ ROCK CHECK I ROCK CHECK DAM 9/CV7.0 STORE BUILDING
~ . ^ ~ \ ~ • ~ ~ - - - (nN ~ NoW oR FGR!;tERUY 0 \ ' ~ ~ ~ \"~J ~''1 '~K LANDING I!ENVEit U.G NEW...........® NEW...........®
v, l ~ ~ PB.r~ PG. 386 j ~ el° r''-.~ -°~0.~ r _ ~ .P-- -~iJD+~_, ti ~ e, - - ~ ~B: 1984 PG. 64^ / \r r r' ~ -iF"~ ~ \ PIO 34194 ~ ~ REMODELING
~ ~ - ~ ~ \ ~ / ~ / ` ~ sE / CATCH BASIN INLET PROTECTION 10 CV7.1 ~ DRAINAGE ARE DRAINAGE AREA EXISTING ? RELOCATION ?
~ - ~ 1 / J ~ ` \ / a 172'6 f
-re0 ~ r ~ ~ \ VI INITY MAP NEW SHELL ONLY... ? C OTHERS.........?
\ ~ NOT TO SCALE
~ \ 755- - 1 ~ ~ ' ~ ~ . ` ~ ~ ' . ` ~ I4OW 08 FORM~7LY MELVIN .CORE ~ " " / ~
- , ~ 111 ~ ~ ~ ~ / ~ ~ ~ . _ ~ _ ~ _ \PB. 1~ PG. X67 ,1 - EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMAl1ON OBTAINED FROM
~5 SC f ' . \ _I + 1 ; DB.1212~ PG. 317 g5•~ _ ~ ) ~ / / - ~ . _ ~ f - ~ \ ylp~ 8625 •42:~ W NIR ~ ~ / °ALTA/AGSM LAND 71TLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
PROPERTY AT THE INTER5EC11ON OF HIGHWAYS X16 AND X73, UNCOW COUNTY, NORTH CAROUNA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010, -
\ ~ < P / r PROJECT NO. G121, JOB NO. 7fi178.
r~ 733.70{GU a ~ ~ ~ 75~ , ~ 1 ~ ~ /
1.
- s - a,
\
~~1~ ^.y ~ r ,C` 7' ` . ~ /`i_ _ \ ~ 4 i i+, \ .,°r~ ~ ,~°Y ~ / / ~ / '•r /Sp \,y ~~REFER TO SHEET CV3.0 FOR EROSION Land Planning
\ a`g=, r'G`' - ° ~ ' l \ ° 'Yp ~ ~ -DRP.INpr.E AREA: ?:07 ! ~ / _ ~i. J / CONTROL NOTES AND CONSTRUCTION Landscape Architecture
- - , y y T 1 ° ,E ; ~ ~ ~ \ \ ACRES- J , / ~ /
~ ; i \ \ f ~ hg ~ - ~ ? / ~ ' ~ / P.O.B. SEQUENCE. Civil Engineering Urban Design
1 ~ / ±SY PARCEL °B° \ ,i N:623,929.994
~ t ~ ~ /y,, i ` ~ 5 3.762 a A ~ ~ [1_EiNUpED LIMITS: 4.40 / \ t ~ ~ \ 200 South Trgon Street
~V ~ ~ S ~ ~ ~ ;w w \ ACRES r" / _ --n Cr0 ? : ~ ` ~ ~ \ \ \ ~ ~ ~ ~ ~ ~ NOW OR FORMERLY Suite 1400
~ ~ \ ~ STTR LIMITED PARTNERSHIP • \ / \ _ \ . ,r ~ ' ~ ~ i o \ \ ~ x ~ ~ ,p / INSTALL NORTH oB.P>ooa 3PG~ss3
t? , . ~ ~ ~ " rAMERICAN GREEN Charlotte, North Carolina 28202
1 . ` + ' ~ \ ` ~ - ~ ~ ~ ~ 1 ~ SC15O ERGSIGN Tel [phone]
j ~ ~ _ ~ ~ \ ~ 3 ~ CONTROL MAT AT ~ ~ ~ ~ ~ . - . I ~ Ear aSED 5LOPES, Fax [phone]$51
- ~ GR: 737,56 r~ 1 D I \ \ ' ~ ~ ~o ~.r 0 \ \ r ~ www. ca~ejeneststane. cam
S• INV: 733.4" IN}(B)'` \ \ \ ~ \ to " ~ ~ ` ~ e4 ~ ~ ~
\ ~ / '7~ Y: 731.96 OJT} ~ \ \ ' N? f r ~ , - - - - . ~ \ / / ~'a . ~
1 ~ \ I \ \ . ` o\ \ I~ - ` ~ `HARDWARE CLOTH AND
V~'a~ \ - / ~ GRAVEL INLET PROTECTION;
~ ~ \ \ ~ ~ ~ - - ~ \ \ \ ~ / / / ~ .SEE DETAIL 6/CV7.O
~ ~ ~ \ ~ / \ ~
e.. \ ~ / \ ~ \ ~ t
GR: 7.33 ~ \ ~ /
1NV: Ti.36 IN A 1 wj\ \ \ ~ \ ~ / / ,1
INV: 730.41 IN B ~ ~ - - ~F N * ~ ~ ~ . / •14 au \ ~ f INV: TO.s8 OU o ~r A ~ W ` ~ E \ ,off / ~
\ w \ \ ~ f ~ ~ \
t v~ ~ \ ~ a / I f / ~ i' \ 1 \ ~ \ 1 '`0 aaa ~ / ~ ~ r
\ o o ~ ~ \ ~ ~ aaa as E~ ! ~ _ i' ~ v' ~
. . TEMPOhARY SI o o.a / 1 + ` -'TEMPOhARY SLOPE DRAIN
\ ` ~ \ R ra°aaa° / / / ~ ~ r ~ ~ ~1 \ 1 09!13110 DJM PER WALGREENS COMMENTS
\ ~ ~ ~ \ ~s ~ o°a°aoo° / / / G / ~ `~1, / INSTALL\NC W ~ • \ \ ~ \ ao°o°o° 0 / ~ ~tS` i ~ ~ L f \ CON`?ROLwI ~ [IvSTALL\NOR77~~..~~ AMERICA`IJ'GR~E SC15D EROSION ~ CON`T.ROL`~IAT~Ai' EkP~OSEI?~ 5LO ~ ADJOINING 2 09!29!10 DJM PERMIT REVIEW
\ \ o a o, A2DWARE CLOTH \ \ \ \ \ o°o o°-~ INLET ~ " - / - AND GRA~r.L P Ui \ a G f S ir'R[VEVI!~Y AyD SEDIMENT B ~I- 3 10112110 RTF PERMIT REVIEW
\ G \ \ \ `•92 opG• a / ~ ? • JPROTFG`TION S ~ 1
\ \ o°o°o / / / E:TAIL 6/CV%O / \ CGFl P \ .r \ aoaoa ~ / , , / Ag ~ \ q -T - \ ARDWARE CL CGFFER,DAM1AT CREEK; PUMP CREEK DRAINAGE! T ~ ~k~ISCHA}3~E
GR: 735.14 \ ? ~ - A a°o°o° / / ~ / / / ^ ° ` ~ fo ~ CREI INV: 730.550Ui n GRAVEL IN i- o a~ao \ / / / ~ ~ ~ ~BELI BELOW CIILVERT~DlRI1~[G CULVERT ii
~R Cam' G .0 ~ o~~ - / ~ , r NST~,LLATON I ~ 1 /
` c.. o~~_ / `
.h \ o'tl~a 'TO / / ` ti / A "V a o o r ~ . / ~ ,C '
q TEMPORARY CONSTRUCTION a ,Q ~ A7 ~ v EASEMENT DB 2oe3-5s5 a~ ~ ~ ~i- / / \ ~ N \ S1 ~ ~ ~ / ~'r,. Via' ~ ~ ,
\ \ a \ F ? ~ ~ ~ / \ _ _lo ~ \ f / .o/ ~
~ \ T \ / ~ f A" n ~ N0. DATE BY DESCRIPTION CONST
e ~ / y f ~ V i ~ ,,ti, w o i~ ~ REVISIONS
A. S ~ ~ ` OUTFACE CHANNEL TO ~ G T GR: 73298 nn r9~ \ BE IJNED W N RTH
V INV: lze.57 nu ~ / ~ ~ . x l \ ~ . / \ ~S . \ AMERICAN GREEN C35O 1 / / GERTIFICAT[ON AND SEAL 1~
GB SEE DETAIL 15/CVO - _r J ~,``S I; BUJ ~~Ut+nrq??
GR. 73290 \~S+ INV. 72B.30(IN) ~ / , \ ? a / ~ r1~ ~ r ~~~g1I1l~fii,~~~
1NV:728.26(OUT} ~ ~ J , . A5 . 1~ \ cs
` \ ' GR: 731.66 \ ~ INV: 726,38(IN} ~ +
hr, \ C \ ~ti. ~ \ 726.38 OUT \ ~ ( t
- ~ f.
F0. / (%y ! ~ 135 ~ ~ ~ ~
GR:733.20 R~NS'g~, f ~ f r ~ =b-. ~r~ s '~~i~Nllll ADD F ~ o
W / ~ \ INV: 729.47(OUT} ~8? . ~0 \ \ ti l ~ry ~ ~ ~ ; °F.+"n • i.'. ~ \ C ?'??ruuiu~»~~1O/28/10
.~9• V ~ a/ ~ V' • ~ ~ 4 ~ , 'r.~ ~ .
A''i( 1 t ~~10~ ~
4,P ~ ~ ~ ~ / o~ The drawings, the project manual antl the design shown 4 ~ theron are instruments of CaleJenest & Stone, P.A.. The
a ~ / '.o•. / ti~~ reproduction or unauthorized use of the documents without
\ l ~ ,~,_.;:i:~.~. rte/ ~ = / ` ~ . '',~~~;.3' m~, consent of CofeJenest & Stone, P.A. is prohibited. -
CI \ 1 ~ ~ 1 GR: 73292 t ~ ~ c r ~ 1 ,4 ~1" \ " ' q.~~ w I STALL
INV: 729.37(OU"O ~ \ f' ,p, zzp ~ 1. 3~ l~r~;~. .oA .a ~ P Colelenest & Stone, P.A. 2010 f , ~ ,h~'r~/ m ~ ~ ,,ry BARRICADES E /
v v ~1 ~k k ,v r/ ~1 ~ / , , i \ v / o~I~; TO P~F~B~I' ~ , ~ / / QNSTRUCTION
'CO \ \ x ? !r ~ TRAF~c FROM STORE NUMBER 13036
\ \ \ i y' r' ~ ~ f ~ o,, ~r ~ ` p Y ~ ~ ENTERING SIT
•c /r• -!`~/~+l EI~l cs PROJECT NAME
~ , INSTALL DIRT BAG / ~ ~ • ~ 1ri RIP I ~ a INV: 728.3H(IE RfP/ RAP~P 0 OTION \N INV: 728.31(G
FlLTER IN ~ ~ ~ ~.a./~,.: r--~ =c ~ GI ~ ?r {1 L~!N \ r ~p / r/ ~ ,~L~!,NGE
DISCHARGE LINE ~ ~ EE , ,°EE ~DLTAIL
~ HWY 16 AND HWY 73, DENVER, NC
\ b4 PERMANENT ~Qid~i ~ fi; / e 1 ~~m ,r, ~ ~ J DRAW[NG TITLE
/ pRAINAGE \ ` ~ ,F ~ ~ EASEMENT ~ / v ~ Q ~ ~ _ , STAGE 2 EROSION CONTROL PLAN
OB 7981-649 \ \
TEMPORARY ONC -fME01AN L~ \ \ CONSTRUG110N t p ~ ~O / DRAWING N0. ~ ~ caoo pLaT: scALE:
FASF61FiJT i vne\~ c ~1 ' /
\ w". w- \ s H EU (.K: /1/.8L N U5 c oe 1981649 727.sa(s) ca: 73 / aI ryas
INV-' 730.37(IN) INV. 725.3 N INV. 729.23(IN) s (IN} 5 M 7J7.3 N DRAWN BY:
INV. 720.3A(OUT) ll~ INV 724.99(OU (V INV. 729.29 OU7) IN ~,Q IN (OU7} RI . 7~.7 INV. 727.26(OU VOID PLOT: DJM INV: r~~k.11(IN)~V: 727.727.26(OUT) INU: 736~OUTJ CV3.1
PP O?R?
- ' DATE: 07/12110 SCALE: 1~~ -40 SUPERSEDES
Ap
R SEMH PLAN DATED: REVIEWED BY: 0 20 40 80
'k RIM. 7 5.01

RAINAGE~SYSTEMI. \ ~ - - - ' 16 ~ /
1 M 6$ ~ DOFF-SITE GRADING \ \ / ~ ~O ~ Q 0 0
t ~ / ~ ~ EASEMENT TO BE OBTAINED , ~ -`~o LEGEND • 4 ORM-RLY MELVIN a. CORE ' : ~ ERIOR TO CONSTRUCTION _
J'B. 1ti, PG. 487 ~ r r ` ~ ~ AREA = 3,805 SF SYMBOL FACILITIES PLANNING, DESIGN, & ENGINEERING
D9.1212-,PG. 31`7 \ g5 56 _ '1~`' ~ ~ \ ~ ~ i l ?IDS 87825 \ „W 1NIR , ~ r 6~ ~ ~ 1 D6 WILMOT ROAD
} E ~k . °'F~57 ~ 'G / ~ , i .4~ PROPOSED CONTOUR DEERFIELD, IL 60015-5105 PROP05ED STORM DRAINAGE
CONSULTANT PROJECT NO.5D243
~ ~ ~G e~ ~ f V 6g, ~ S ~ ~ r
~~1E~ '1~1. J ~ ' ~ r ~ PROJECT TYPE
~ ~t -I~~`~~ \ ~G c,~ j r. / 10D PROPOSED INDEX CONTOUR LOUR PROPOSED DRAINAGE INLET SITE ~ DRAWING5ISPECIFICATION5 BY:
. / ~ ?WALGREENS'
0 / 1. _ ` f ' F.YY3" r, r
n, ~ ®LANDLORD'S CONSULTANT
~ ,v ~ ~ ~ f ~ r r r PROPOSED SPOT ELEVATION _ 41ION PROPOSED MANHOLE / vC ~f~~ ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
' 1` C~ ?WALGREENS' CONTRACTOR
~ ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)

0 0 ~ ~ . ~ r ~ ~ \ PROPOSED HIGH POINT ~ ~ v . ~ ~ J r ~ ~ - ' ~ ~ STREAM BUFFER ZONES STORE BUILDING
NEW...........® -
NEW........... REMODELING
~ ryh'~~_.-_._._.-._-~ ` ~ ~ ' \ i~ P.O.B. t EXISTING ? RELOCATION ~ ~ ~ • ? NEW SHELL ONLY ?
/ ,S L PAP,CEL B ~ • ~ ~ ~ ~ ~ ~ N: s23,929.ss4 DRAINAGE STRUCTURE TYPE LEGEND
~ ~ ~ ~ ~ f ~ r y, E:1,405,001.762 ~CEND VICINITY NiAP OTHERS.....
_ _ ~ _ . , , - " ~ - GI -CURB INLET' r \ ~ ~ J ~ \ ~ ~ ~ ` ~ ^ ` ! y .r ~;v ~ / ; J NOW OR FORMERLY - DI DROP INLET NCDOT STD. 840.41
~ ~ ~ ~ - - - ~ _ - T ~ - ~ ~ ~ ~ - ~ _ ai . STTR LJMITED PARTNERSHIP NCDOT STD. 840.15 NOT TO SCALE
~ ~ ~ _ _ . ` DB. 1088 PG. 663 - MH ~ MANHOi_EIJUNG110N BOX ~ _ _ r I BOX NCDOT STD. 844.52
~ ~ J ~ 1AQ / rr PID„ 34534 _ a ~ . _ _ r, " \ _ FES FLARED END SECTION )N DETAIL 12ICV7.0
~ ~ - _ J. - r ° ~ ~ ~ O i ~ - -110 ° GLEANOUT DETAIL 91CV71 EXISTING BOUNDARY, PHY5ICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
z \ G r~ ` Jag ' - TD TRENCH DRAIN DETAIL 121CV7.4 "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP DF
\ ~ -___-'mil ~ _~~,a ~ ; r ~ \ J, \ ~ 4D : ~ - OFF-SITE GRADING _ - SF SAND RLTER PROPERTY A7 THE INTERSECT10N OF HIGHWAYS rrl6 AND ~3, 1JNGOW COUNTY, DETAIL 71CY7.4 NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
o ~ ~ r _ ~ = 1 / \ , \ EA5EMENT TO BE OBTAINED ~ _ ~ - ~ - ; > ~ ~ ~ . • 1 ~ • ~o'' ~ PRIOR TO CONSTRUCTION PROJECT N0. G121, JOB NO. 7fi178.
~ - - . ~ ~ V ~ - " • ' \ / AREA = 3 805 5F
~ ~ DITCH A AT BASE ~ GRADWG AND DRAINAGE NOTES
~ ~ ~ ~ ~ ~OF,,CUT SLOPE; 5EE - ~ ~ \ r 1. REFER TO THE SITE PLAN FOR RELATED NOTES. Land Alanning
~ ~ ~ rti ~ ~ f ~ ~ 737 \ r . ~ ~ DETAL 15/CV7.2 _ t ~~z , r _ - _ . _ - - -
..3....,. _ 737:. ~ ' .7~ r 2• APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT Landscape Architecture PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, Civil Engineering
8.2 ~ ~ . PERMISSION MUST BE OBTAINED FROM THE AFFECTED OWNERS.
' ~ s• 3. ON-SITE BURIAL PITS REQUIRE A PERMIT. UYban Design
, `ti i / :.r:, .737.44 \ ~ _ - v-1. ° r \ - - / .'~/.'~Y ~ x .s• Al T ~y/
/ r.. f f \ \ ~ Cp ; ;y,`;,w i'' ~ 737.75 ~ ' 6~ 4• THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH 200 SOUth T on Street GHANNELIN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE
4'ti \ \ ~ ~ \ ~ / 737.:4. .'y:...~.,.rs' / / \ 7 G ~ ~ \ ` _ / 1 r ?138.23 • / , S' f r AREAS ALL D®R15, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS Suite 1400
~ H,. ~ , - \ ~ r _ Q r / 737.7, t~j, 5. THE CONTRACTOR SHALL IMMmIATELY REPORT TO OWNER ANY DISCREPANCIES Charlotte, North Carolina 28202
FOUND BETWEEN ACTUAL FIELD CONDII1ONS AND CONSTRUCTION DOCUMENTS
~ 38 LF OF 8 TRENCH "a ts.~'~~' ~ ~ ~ _ AND SHAH WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. Tel 704.3 76.15 5 5
\R\ ~ _ \ DP.AIN W HD CAST 1R~N h h / CONNECT BUILDINI ROOF \ \ \ ti~ / ~ ~ry h m. ~ ;738:7' . / i'° hp~. ~ , 6. CONTRACTOR SHALL VERIFY LOCATION DF ALL EXISTING UTIUiIES IN THE FELD Fax [phone]
\ GRATA ACROSS DRIVEWAY ~ J ~ ; a7: r DRAINS ~~IEADER PIPE, , ~.,;,~7, , PRIOR TO BEGINNING CONSTRUCTION. www.co~ejeneststone.corn
\ , \ \ \ `ti SEE DETAIL 12/CV7.4 - ~ ~ ' r ;i-~;~"v2~,n r TYP., PLACES ~ ~7s7a5 q 7. REFER TO EROSION CONTROL PLAN FOR CONSTRUCTION SEQUENCE
REQUIREMENTS.
8. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FlN[SHED GRADES.
V ~ ~ ~
r \~,r ~ ~ ~"`f r - 1 r Q ~ INV. 35 ~;..~1 \ f " \ ~ \ ~ 5 9. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK. CONTRACTOR SHALL ~ VERIFY T}iE BENCHMARK PRIOR TO GROUND BREAKING.
\ \ ~ is a, \ f \
\ .Q ° 737.75 / / k.'w • ~ f ~ ~ ~ ~ t _ 1D• THE PROPOSED CONTOURS AND SPOT ELEVAT]ONS SHOWN WITHIN ROADWAYS, ~ ~ ~ ~ \ PARKING LOTS, AND SIDEWALK AREAS REFLECT FINISHED ELEVATIONS INCLUDING
~ \ 7 p INV: 35.00 / ? ° w,;~>- ~ \ \ \ ~ r , i r / S 4 PERFORATED PVC - ~ ~ , : ~ _ \ ~Y \ 1 \ \ \ \ \ ` / ~ ~ - ~ RAIN ~ .tip s,~ \ \ \ ~ ` ~ 1 PAVEMENT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
\ ~ r ~ 4 PERFORATED _P.lAd7E@~ D ~ . \ ~ \ \ ~ / ~ PVG PLANTER DRAIN 1~ MINI'MU~I. , CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
\ \ ~ \ .g / ~ f ~ . r " CULVERT A: ~ ~ \ / ? ° ®1~ MINIMUM. , s~~ \ ° ~ ~ I COMPLETED UNDER THIS CONTRACT. 1 , 1 ~ ;LASS Ill CULVEE?T WITF+ ~I I ~ 11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRAN51T10N BACK
\ \ \ \ \ ~ • o / i ~ f r PROPOSED SAND FILTER ~ .;r:~;~.~ \ 60 LF- 72 RAP CLASS Ill CULVEE \ ~ \ \ ~ - f r SEE DETAIL 7 GV7.4 ' '~'~k \ ~ CONCRETE HEADWALL }EA. END (NC .LL }EA. END (NC~OT STD. I I I ~ lj
CI \ \ \ A$ / ~ ~ ~ / - - - k A9 \ NDED NGW)LLS ' _ ti \ ~ ~ ~ / ,r ~ -735- r ~r ~ ~ \ 838.80 W/ E iED '~NGW~LLS); BURY o I I ~ i ~ ~i TO EXISTING GRADE.
GR• 75.14 A P OXIMATELY i15 , / r / ^'T"° q' ' I ' ? ~ \ \ / / / ~ ~ ~ ~ - \ \ INVERT 1 FT BEL W BASE OF CHA INV: 730.55(OU7 ~ ~ OF INACTIVE \ . \ _ ~ ~ ~ r R{ADE ACCESSIBLE , : \ ^ \ 1 ~ V BASE OF CHANNEL f ^ i ~ / 12. ALL FlLL SHALL BE PLACEE7 IN MAXIMUM 8-INCH LIFTS AND COMPACTED. ALL
~Y~24~WATERLINE ~ \ ` , ~ ~ •`V . RIpNG SPACES AND ~ ~ ~ 5 LF RIP RAI - 5 LF RIP~RAPII ,f I I I~ ~ FlLL WITHIN LIMITS OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED ~ BAa PROTEGT101V; l ~ / TO 100% STD. PROCTOR DENSITY WITHIN THE TOP 24 INCHES AND A MINIMUM
~ ~0~8 OWERED ' \ \ /i`'~;- . f \ / e . ATHS AT MAX. 2~ IN ~ \ ~ T' • • M AIN ` ~'t;, J J r ~f ~ - - ~ _ ~'1 ~ ~ \ ,y.L ~ ~ 5EE TL 2 EU ~ - r:- _ ~ . / / °;r.. ALL DIRECT(ON5 i \ ` f l ~ SEE~TLJ2/~CVT.3 95% STD. PROCTOR DENSITY BELOW 24-INCH DEPTH. FILL WITHIN LANDSCAPED
h ,r MIN 3 0 \ \ ~ Sd,r ~ 7 ;t~,„.~~ ~ g - ~ ~ \ . ~ . f , ~ \ 'sY \ ~ dj I - ~/1,/ 736.5 \ / / r l /~r~~ ~ ~.~~i~.~~'/ AREAS SHALL BE COMPACTED TO MINIMUM 94q STD. PROCTOR DENSITY. REFER r / ~0 70 GEOTECHN]CAL ENGINEER'S REPORT FOR ADDITIONAL EARTHWORK
~ . \ ~ r F r j / ~ -',r:,. ~ :~1,/ ~ 735.25 \ / P•C--i.B•l ~ ~ ~I!,l / r~ r r~ SPECIFICATIONS AND REQUIREMENTS.
\ ~ TEMPORARY CONSTRUCTION \ i ~ r e . w ~ ~ P`A ~ELiA° v~ EASEMENT DB 2083-565 ~ 4 ~ . J \ / r ~ / ?~5,.. ,4 , • ~ \ i , ~ Nrn,,~3 60a~' IrA~ELiA" ~ „ ` ~ h~/ 1 09113110 DJM PER WALGREENS COMMENTS ~ Nrn,,~3 60a~'79` 13. OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE
\ _ ~ ~ - / ~ / r 37. `'`w_~~. ~ ~ q4 it : `:i~ e1,4D5,305. i~~E:1,405,305.428 a~/ APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS. 2 09129110 DJM PERMIT REVIEW
` i ~ - \ .C1,q r rn / J j ; r~~- ~ .~,•a,,_; 4r,` . t98 ~ 9 735.5 ~ ` \ f :;rte 0 ~ ~ r f :~;.cas, INV:`, ~ 0 3 10128110 RTF PERMIT REVIEW ~ INV•=727.D i ~ ry 14. CONTRACTOR SHALL ENSURE P051T1VE DRAINAGE SUCH THAT RUNOFF WILL
ROUTE INACTIVE r F / r / 05 ~'~,\34.00 _ INV•-'7~ \ i i / 73s.4 _ ~ \ Br ~ \J l / F, ~ 737.58 ~ ~ WATERIJNE UNDER ~ ' ~ - R . • ~ ! . , \ ~ ~ ~ ~ 0 n M / ry DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING
r \ PROP05ED STORM \ ~ • ? ' e~ ~ \ ~ , , ~ ~~*~f f / y Mry,;' ° ~ DRAINAGE INLETS, OR SHEET OVERLAND.
/ DRAIN; MAINTAIN 12 •r , J r - ~ q, ~ r e ~ / / { ~lr, 15. ALL GRADED OR DiSTl1RBED AREAS BEYOND THE LIMITS OF PAVING, SIDEWALKS,
MiN. CLEARANCE 2 737.5e„ 4~. ~ NT - s 0 GR: 732.98 ~..s~ s ~6, v~ \,7,35,'' ~ i / 1~~\y, 737.35 r f- \ \ \ i ~ ERLY , 1 / ~ r ~r1 1 BUILDINGS, ETC., THAT ARE NOT OTHERWISE LANDSCAPED PER THE
INV: 728.57(OUT) \ ly \ ~ ,~36.e5 737.35 ~ ' ~ \ \ P Tv e ~ , TSM, \ ~ / ! I~^,~ ~y LANDSCAPING PLAN, SHALL BE STABWZED WITH A NEW LAWN SEEDED IN \ \y / ~ ~ ACCORDANCE WITH THE SEEDING SPECIFICATION, SHEET CV3.O. CONTRACTOR
\ s ~ . ~ 066 PG. - \ \ G 2' ~ f \r 737.35 738. ~ DB,,2~ { \ f ~ P. _ ~ ~ ~ ~ I ~ r' ? SHALL MAINTAIN SEEDED AREAS UNTIL A HEALTHY STAND OF GRASS 15
GR: 732.90 ~~3 ~ _ ! f ~ - a i ~ ~ / ~ li'l ESTABLISHED.
\ INV: 728.30 IN v ~ ~ / ~ \ ~ i ~ i'" / r ~ ~ ~ I,1~ ± ~yf 16• COLEJENEST AND STONE, P.A., HA5 NOT PERFORMED ANY GEOTECHNIGAL
INV: 728.28{OUT} \ LF.Fi CB INV: A5 ~ / / ` / f, % / CB EVALUATIONS OF THE SUBJECT PROPERTY AND HAS NOT MADE ANY ` - r \ ~ f ~ GR DETERMINATIONS AS TO THE SUITABILITY OF SITE SOILS FOR U5E AS FILL N0. DATE BY DESCR]PT]ON CONST
~Q by ~ g~ GR• 731.6 33.50 \ ~ r A2 , - r \ ~ ~ \ ~ 736. \ \ N . 7 6.38 N ~ ~ ' INV BENEATH PROPOSED BUILDINGS, DRIVEWAYS, PARKING AREAS, DR FOR OTHER
~ ~y ¢ ` \ I, ? INV: 33.30 ~ \ CONVERT EXISTING ,~h , `•b \ ~ ,~+v; 26.36 OUT ° ~ /d . \ f ( 4 •PVG ~ - ~ ~ . j,~',~! O PERMITTED U5E5. ALL EARTHWORK SHALL BE COMPLETED IN ACCORDANCE WITH THE REVISIONS f ~d ~ r/ / ~ TREp' IMPACT PER RECOMMENDATIONS OF A QUALIFlED GEOTECHNICAL ENGINEER WHO SHALL BE
CURB INLETS TO \ h0 ~ ( ) ~ / . EU R \ ~ \ - . ~ \ \ F ~ i . DROP INLETS \ ~ ~ ~ / 736. a 0 ~ - ° . . ~ ~ ~ \ / NWP 9 GENERAL RETAINED BY THE OWNER. CERTIFICATION AND SEAL
~ " PE~MIT AUrTHORIZ N -'l;,• ri _ \5~W-201 00$8 17. UNDER NO CIRCUMSTANCES SHALL IMPACTS TO THE EXIST]NG STREAM CHANNEL I~//1///¢j ~~~`~`~~~~~A~~rr~i
~ N e f ' l X I .,r / ~ \s~\ / AND BUFFER EXCEED THE LIMITS INDICATED ON TiiE PLAN. 11~I~~c~`(& S~ ~ ~~•~~~~Q-~;'•ESS~••.(~,'~,,
9 \ i ~ ~ `,~T,~ A' Q r\~4`~ 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING THE SERVICES OF A \,~~,~o~poR'~r ~ : Z: ~OF Oy9
\ GR: 733.20 ~~S , SS., ~ - 6 ~ ? ~P~' . ~ a Q , INV: 729.47(oUT) ~8. - ~ ~ / , ~rV, w QUALIFIED ENGINEER TO COMPLETE THE DE51GN OF ALL PROPOSED RETAINING ~ ~ r•i fi ; ~ ~ ; 4 r ; '
° ~ ~ \ WALLS SHOWN ON THE DRAWINGS. THE DE51GN OF ALL RETAINING WALLS IS TO ~ ~ : : ~ ~
` ~ / \ BE CONDUCTED IN ACCORDANCE WITH THE NORTH CAROLINA BUILDING CODE, ~ O '•y c-~~ j, ~ = 1 ' ~ \ SECTION 1610.3. DETAILED RETAINING WALL DESIGN DRAWINGS SEALED BY A ? v `~cAR~:•' ' r F Q-
DRAINAGE SCHEDULE S o \ , .-.w• / _ _ i ~ ~ = ~ ~ ; ~ ~ STORM \ i ~ %J , ~ o?c' NORTH CAROLINA LICENSED ENGINEER, SHALL BE SUBMITTED TO THE LOCAL t+~~~ ••~`C I NE~; ?~F,¢~~~`
UPSTREAM RIM f ` ? \ ~ ~ L'r NCDOT 0 _ I , G H ft 51ZE IN MATERIAL 1NV OUT Ff INV IN FT SLOPE FTJFT \ 3~h ~L~ASS B ~ : k: ~ r"- FRDM TO LENT ( ) [ ) [ ) [ ) c \ \ ' ~ ~ ~ INV=724.0 ~ ° - " ~ ~ PLAN REV1EW AUTHORITY PRIOR TO CONSTRUCTION. A NORTH CAROLINA ~i 4 T ~ / 7 ~ / LICENSED ENGINEER MUST PERFORM CONSTRUCTION 085ERVATION, VERIFYING IN ~~~//I!/11111+~~ ~~i~rQDD F 1
1;CE1/ [FT) Lam' ts,~ - , IRIPRAP APRON, ~ ~ - , l ' w ~ ~ , ~ , ~ ,r/Ct9T & REMOVE lrrr~nnuuv 10 28 10
- ch CLASS 111 RCP 737.70 736.27 0.0350 742.50 ~ 1?/ Vf,Or ~ ~ ' CI-D3 C[ D2 41 15 ~ n ` ~ ~a s J. ~ ~ r ~ \ ~ ~ R[P RAP ~ r , ~ o / ~ C~3 X45 NOTCH AT A SEALED LETTER TO THE LOCAL INSPECTION AUTHORITY THAT THE RETAINING / / ~ ~ A ISTING CONC. WALLS WERE CONSTRUCTED IN ACCORDANCE W11H THE APPROVED ENGINEERED / ~ / DRAWINGS, IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH CAROLINA
D.0340 743.4D U \ ur ~ ~ r~ ~ ~ ti _ - - , . , CI-D2 D€-D1 72 15~nch CLA55111 RCP 736.17 733.75 / PLUGS POOL f~ ~ / / D; R AIDI~ING WALL TO BUILDING CODE
\ Q• ~ Ri .r SEE DTLA'0 -fix ~ - J,"~ /-3.. - 42 48 inch CLASS III RCP 746.98 746.94 0.0010 762.2D Nr \ ~ A~ ,a,r' HW-C3 JB C2 ~ ~ ~ CV7.0 ! ~ ry~ PERMIT~RIVEWAY The drawings, the pralect manual and the design shown ~a r~ ~ ~ CROSSfNG; 5 theran are instruments of CaleJenest & Stone, P.A.. The
' c CLASS I I I RCP 746.94 746.84 D.OD1D 759.40 ~ , ~ - / / ,f r - - ~ , JB-C2 MH-C1 97 48TH h GR. 732.92 e I f RIP ~P ~ 4~ ~Q >~^a°~ p DETAIL 9/OV77 4 reproduction ar unauthorized use ofthe documents without
1 \ / D 0 D 739.5D - /`Pr 1 ~ 1 , ~o;, ~ ~ //r~ i, ti e' '\~r ~ ~ ~ 732.35 73D.95 . 47 INV: 729.7 OU POOL Dl-B3 DI-B2 30 15 inch CLASS III RCP ( T) ~ 4 \ , PUCE ~ ~ ~ ~ ° ~ ~ STORM DRAINAGE NOTES consent of ColeJenest & Stone, P.A. is prohibited.
0 0.0300 734.5D APPROXIMATELY 30 LF OF ` ~ ' . T-' ~e l Dl-B2 EX-CIi-Bl 55 15 inch CLA55111 RCP 730.75 729.1 \ ~ ~ ~__.,1, _ - _
EXISTING INACTIVE 24° : ~ ~ ~ . ,r l ,:j• , . ~ ~~i1 ~jCV7.., / / / / ~ 4 (1) CI-A17 MH-Al2 30 7S inch CLASS III RCP 734.43 733.70 D.D240 740,1D WATERLINE TO BE LOWERED ~ f ~ ,r ` ' ; / ~ / / ti ~ ~ ~ / 1. ALL PIPE TO 9E INSTALLED AND BEDDED PER MANUFACTURER'S Co[eJenest & Stone, PA 2010 L SPECIFICAT10N5. REFERENCE RETAIL 1, SHEET CV7.0.
CD-A16 CO-A14 61 8 inch PVC 736.21 735.25 D.016D 737.98 TO MAINTAIN MIN. 3 COVER \ ~ p ` \ \ r \ 7 ~ f /r ~ Z
AT OUTFACE CHANNEL \ ~ \ ~ ? ~ \4~. ~ / 1 CD-A15 CO-A14 35 8 i nch PVC 735.60 735.25 D.D10D 737.98 \ \ \ ~ - , ; ~ ~ ~ \ / ~ ~ ; • J'-~ ~~~F//~ CONVERT EXISTING / 2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM
VEGETATED OUTFACE ~ \ ~0~ !ti . ~ ~ y I ~h/ / e ~ CI-A13 47 10 inch PVC 735.25 734.36 0.019D 737.98 ~ CHANNEL B• LINE WITH ~ \ ` / - { i ~ DROP~INLET TO C® OF 2' OF COMPACTED COVER HAS BEEN INSTALLED. STORE NUMBER 13O3i7
NORTH AMERICAN r \ ~ ~ ~ ~ ~ ~ / J / ~ / f~ ~I GR: 738.7 3. ALL PIPES AND S1RUC7URE5 IN PUBLIC RIGHT OF WAYS TO MEET NCDOT PROJECT NAME / / ~ ~ 'INV: 728.; STANDARDS. ALL PIPE TD BE RCP IN PUBLIC RIGHT OF WAY..
(1) Cl-A13 MH-A12 64 15inch CLASS IV RCP 733.95 733.45 O.ODBD 736.20 \ ~ ~ ~ 5ti f'A`i ~~-'~~,;•~64~ Gym ` / / ~ GREEN C350 EROSION ~J / ~ r~_ ~ 1~ ; , ~ / / ti / / ~ ~ INV: 728.
(t) MH-A12 DI-AL1 1D3 18 inch CLASS IV RCP 733.45 732.75 0.0070 738.15 \ CONTROL MATTING ~ SEE DETAIL, 15 CV7.2 \ ~ \ ~ R~ ~ = ' , , / / ~ ~ 4. ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS.
t DI-All MH-A9 148 18 inch CLASS IV RCP 732.75 73L9D 0.0060 736.30 \ / ~y \ ~ - ~r ~ ~ P r / /
(1) CI-AID MH-A9 49 15 i nch CLASS IV RCP 732.75 73L90 O.D070 735. \ STREAM IMPACT PER 0~ ~ - P ~ / r` ~ ~C} / HWY 16 AND HWY 73, DENVER, NG
1 62 24inch CLAS5111 RCP 731.90 731.50 O.D060 736.24 NWP 39 GENERAL R ~ ~ ~ / 1 O MH-A9 C[-A9A \ - _ / T~. ~ \ v ~ ~ V DRAWWGTITLE
731.12 OA060 736Ap PERMIT AUTHORIZ„" IIbN QOP ~r ~ ~ ~ ~ / (1) CI-A9A CI-A5 63 24inch CLA55111 RCP 731.5D ~ \ \ SAW-2010-9,G882/9 Fr ~ ~ ,Z ~ ~ ~ ~a. ~ 0 PERMANENT \ 9 r F ` ~ „ ~ } ~ J~ ~ GRADING AND DRAINAGE PLAN
TD-A8 CI-A7 33 8 inch PVC 733.78 732.75 O.D310 735.25 / ~ \ \ / , 0 ~ - \ / DRAINAGE \ ~ ~ I , ~ Q /
1 Cl-A7 CI-A6 162 15 inch CLA55111 RCP 732.75 731.56 O.D070 735.50 / EASEMENT , ~ - ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ' ~ CADD PLOT: SCALE: DRAWING NO.
_ nrr iii nrn zc »•r nnn4n 72~ - DB 1981-649 \ . {y _ C1 _1
U-Ab U-H!) 171111/1 LLH30 III M-r- 1:71...1u IJ1..6c. +.r.v~uv U.+ ` ' \ v
24inch CLASS III RCP 731.12 731.08 0.0070 736.00 TEMPORARY ONC pr MEDIAN N DRAWN BY:
/DCI ~ CONSTRUCTION ^ p ~ ~ m* 24 inch CLASS I I I RCP 727.50 727.45 0.0120 736.00 EASEMENT . r SF-A4 (OUT) MH-A3 4 EU GR: 727.92(N} GR: GR: 3 2Q VOID PLOT: DJM
/ MH-A3 MH-A2 56 241nch CLASS I I I RCP 727.45 727.10 0.0060 735.40 727.88(5) DB 1981-649 GR: 7' 725.1 IN SMH P CV4.0
~ INV. 4 RIM: 736.18 F IN 1 MH A2 FES Al 10 24inch CLASS II[ RCP 727.10 727.05 0.0050 731.75 INV: 730.37O 5 MH INV. 729.23(IN) F5 MH GR: 737.53 DATE: 07112/10 RI . 737.75 INV: 727.33(IN) SCALE: =30' SUPERSEDES
INV. 720.34(OUT) INV. 724.99(OU'hj Ca RI . 737.INV.- 729.20(O U i r w INV. X0.11(1 KEYED NOTES FOR STORM DRAINAGE SCHEDULE INV INV: 0.11(IN) INV: 727.26(OJT) PLAN DATED: REVIEWED BY:
INV.' 730. 4( INV.- 730~Q4(OUT) 0 ,15 30 60
1. RCP TO BE INSTALLED WITH 0-RING JOINTS. PP °J

~ ,r ~ r i' I / l ~ ! I ~ j / ~ f i
~ ~ ~ ` , / j ' ~ ~ 1 ~ j ~p D p 0 0
1 1 ~ 1 I I ~ I
F~ ~ ~ ~ _ LEGEND 1 j i . ; l ,r i ~ 1 ~ I r s SYMBOL FACILITIES PLANNING, DESIGN, & ENGINEERING
i p 1 ~ F r ~ ~ 1 ! ! ~ I I r .,r' 106 WILMOT ROAD
I i I 1 I / r I f r ( i j ~ DEERFIELD, IL 60015-5105
/ ~ j GR DE NEW DRIVEWAY F ^ r PROP05ED CONTOUR 4 ~ ~ I L r r PROPOSED STORM DRAINAGE CONSULTANT PROJECT N0.50243
/ ~ 4 ~ ,TO SERVICE HOUSE ~ ~ ~ r t l I I I CDORDINATE ALL WDRK j ~ ' ' ~ ~ w _ - ~ r r
~ 1 C l c ~ ~ r r ~ PROJECT TYPE
I ~ j ~ ~ ~ ( I +MTH RESIDENT ~ ~ - . _ SITE ~ DRAWINGSISPECIFICATIONS BY:
~ 7 ~ 3 j ~ ~ 1 ~~D PROP05ED INDEX CONTOUR iOUR PROPOSED DRAINAGE INLET ~ ?WALGREENS'
I \ f° . 4 't ` ~ / 'h ` ~ i
\ ®LANDLORD'S CONSULTANT S
NC ~J~' ~ ALL GONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
I` I ~ ~ " / ~ \ PRO 05ED SPOT ELEVATION / ~ j i. f ~ _ P aTiON PROPOSED MANHOLE rV~ ?WALGREENS' CONTRACTOR
/ k I ` I ~ t\ a-- - ~ i J3 ~ ®LANDLORD'S CONTRAGTOR (TURNKEY CONSTRUCTION)
~ ~ ~i + t/ / ~ I ~ \ t 0,,, ' ` r STORM DRAINAGE STUBBED IN
~ j I - C1 ~ FOR FUTURE U5E PER PLANS HP• STORE BUILDING ® STREAM BUFFER ZONES
j ~ I \ 1 '767 PREPARED BY CAMPBELL PRDPDSED HIGH POINT
~ I \ ~ ` ~ ~ ENGINEERING-& ASSDGIA'IE5 INC. ~ t ~ , / ~ ~ ~ P~ ~ ti )j DATED D6/14/10 NEW...........® NEW...........®
~ t ~ t ~ / .r. 0 REMODELING
` \ \ \ i t ~ \ \ \ ' ~ \ ,TOP OF IyALL - 761.0 \ ~ ~ry ; o: ) ~ F_XISTING ?
\ ~ ! ~ / B ? \ ~ ,t \ \BOTTOM OF WALL = 760A- ~ ~ - ` - 3 r ` f \ ti's f` + / RELOCATION ? ~ 1 ~ ~ NEW SHELL ONLY ?
_ \ ~ ~ ~I lam.., p \ ~ I / r ? \ ~ \ ? 1 ._TOP OF WALL 768.D .r_ • _ ~ f ~ \ \ a y 1 i , ~ ~ r " VICINITY INAP OTHERS.........?
~ ? ? BOT70M-OF`WALL =`758.0 ~ ti \ N , ~ ' , r
\ ~ \ ~ NOT TO SCAlE
~ \ \ \ _ ` j-\ 248 / / 1
~ TOP OF WALL = 763:0 c ~ . ~ - - _ •4~• \ / , ~ / s ~ ~ ~BaTfOhTOF WALL =~55. ~ .w - - ~ \ nF) 's, r i~OW OR FORMERLY, ~ ~
- ~ t,, , ^ ~ ~ r - " r ` - - - \ ,,1 \ ~GNK LANDING D~NVER,+fLLC I ~ EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMAl10N OBTAINED FROM
~ - / ~ ~ ~ \ s PB. •4'PG. 386 ~ ? i ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
~ ' ~ - - ~r ~ 1/,,~P Ott ! IN \ , \ ~ . ~ DE. 1984 PG. 64,_ ~ i ~ •,~;r~ \ ~ / ~ ~ - ` \ ~ PID~ 34194 , ° r` ~ PROPERTY AT THE INTERSECTION OF HIGHWAYS rrl6 AND X73, LINCOLN COUNTY,
NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 20i0, ~ PROJECT N0. G121, JOB N0. 76178. /
~ ~ \ 250.LF SEGMENTAI: CONC. ~,a ~ r ~ ~ / - . \ \ ~ \ / ~ 66 6 r
E ~ RETAINING WA ~ ~ - ~ ~ ~ 'r ~ ~ \ \ \ ' ~ ,f ? N 226 r r ~ \ DETAIL , - / ^ ~ ` \ \ \ ? / r ~ ~ 5EE NOTE~f 8-A~1p- - ~ ~ ~ ~ / t1 \ \ ~ l / r r / / /
\ ! \ ~ I 3/CV7.3 - ti /-Gy~.'~'"`.. J \ \ \ \ \ Jr~r / ~ fr ri / Vi ¦V~
P \ ~ ~ ~ - nR • - ~ INSTALL BLIND JUNC ON A ~
r ~ ~ I ~ \ ~ STRUCTURE C2•. DO OT ALL ~ / ~ ~ / _
w ~ WATER 70 ENTER CL05ED ~ , ? \ ~ ~ ,i' r J ~ yt-' ` / i ~ r - P f ~ \ 752 ~ - ~ - _r 6'S ~ ~ ~ ~ ~ f _ - ` ~ \ - - RAINAGE~SYSTEM. \ \ ~ w - ~ ~ ~ r' _ - J REFER TO SHEET CV4.0 FOR GRADING Land Planning
r ? ~ ~ / _ TOP OF WALL - 748.0 - . ` ~ \ - \ 1 ~ \ \ .i $ r . 1 ~M . .6 ~ \ OFF-SITE GRADING F BOTTOM OF~4YATl ~`745;D_ _ " - ~ ~ ~ - ~ , 1 \ \
r' r ~ ~ - - ~ ~ ! / \ ~ ` ~ ~ \ ~ _ \ EASEMENT TO BE 0 i ^ " ~ - ~>IOW Oi FORM =RLY MELVIN D. CD~ ~ ~ r I I ` - - ~ . ' . ~ ~ w PRIOR TO CON5TRU \ ~ c '1 EMENT TO HIE OBTAINED AND DRAINAGE NOTES AND STORM Landscape Architecture lR TO CONSTRUCTION DRAINAGE SCHEDULE. Civil Engineering
~ ? ~ '0,c~ TOP,-OF -WALL- - X47 D _ ° - _ ` ~ ` ~ . ~ \PB. 15, PG. ti87 ,y ~ r , ~ r \,.1 ~ AREA 3,805 SF A = 3,805 SF
~ - SC / _ ~ D3.1212 AG. 3 7 ~ .56 . *03 r ~ ~ Qy - BOTTDM ~OF WALL X746.0 ~ 1 \ ' ~ ~ r r ~ .1 ~ \ ~ ~g5 ~ r )s 4 \ r r ? ~ - v- - - - ~ - ~ ~ \ PID~ 87825 \ w~ , .3 \ , r ~ E` R ~ ' r ~ ~ ~ ~ t D NIR r ~ f r Urban Design
~ 200 South Tryon Street
' Suite 1400 r o
~ ~ ? ~ \ \ .-\r ' \ \ ~ `Y~ r ~ ~ r i ~ mac: ~ ~ Charlotte, North Carolina 28202 ~i
f TeI704.376.1555
v I t \ ~ x R \ ~ - ~ f~--; ~ ~ ~ \ \ F7R \ \ \ ~r i ~ ~ it \ I ~ .,r,' Fax 704.376.781
www.caIejeneststone.corn.
~ ~ f /
\~`4 / /
~ N i / \ f .7~ , , ~ r ~
~ ~ / ~
~ ~ ~ ~
\ r 739.85\ 1 \ ,j,~ ~ F' ` ~ 1 ~ ~ t,, \ ~ •N ~ Q' ~ r / \ INV: 7 IN){A) 1 ~ 742 ~ ~ \ ~ ~ ~ ~ ~ \ ~ 'h' ~ r 4, r - - ~ ~ ~ r 5 ~ r rl /
~ V: 733. E (B) ~ ~ r \ ~ 1 ~ ` ? ~ , ~ ~ ~ r \ I 733.39 UTt ? ' 1 ~ \ 'FlELD VERIFY ~}(IS11NG, \ ~ , ti - - - - - - ~ r , r /
\ ~ ! 1 ~ ~ 1 -~1~ \ \ ~ r r pie;;. 1~k ? , ~ ~ STRUCTURE; IF NONE FOUND, \ o ~ ~ ~ - --J
\ ~ \ ~ ~ \ INSTALL. NEW DROP INLET •QT \ ~ ~ ~ e _ ' ` ~ - - - - - r' ~ r ~ 9~ ` ti- ~ PA ri ~ r N: ~
/ ? ` 1' \ \ EXIS~ NG 18" PIPE•\ ~ ~ ~ ~ ~ \ ° r - ~
/ `9 \ RIM ELEV = 737.50 , \ \ - - - - ~ ~ r r - . ~ / r" _ r f
0' } \ \ ~ \ \ \ \ err "ter ~ ~ - ~ _ ~r • ~
~ ~ \ 1 ;Q \ t O f \ \ alp CB D FIQ,p VERIFY LOCAi70N OF ~ \ \ \ z ~ ~ \ ' 1 ~ ,t
.74 \ IXISTiNG WATERLJNE ` • \ ~ \ \ ~ \ ? \ ' - - ~ r ~ ~ ^ - r f r ~ -'~J~ ~ , ~y f ~
T) ~ NOTIFY ENGINEER OF ANY ~ I , , \ ~ ~ - ~ ? ~ ~ r i \ \ 60NFLICTS WITH PROPOSED 4 ~ ~ J ~ - ` ~ ~ ~ ? ? r ~ ~
\ ~ - 5TORM DRAIN ~ GB \ ~ 'E ~ ` ? \ \ o ` \ - - ~ ~ - - r / ' _ 1 09113I1D DJM PER WALGREENS COMMENTS ~s6 ~
~ GR: 737.56 ~ D1 \ ? ~ \ 1 _ ~ ' , og' ~ ~ o ~ ? ~ ~ 2 D9129110 DJM PERMfT REVIEW
q INV: 7'' 12{IN){A) / l \ ~ \ \ \ ? ~ - - - - - ~ 9' V r i
R ~ Sy INV. 73~. 2 IN)(B) / ~ ? ~ \ \ \ r ~ ? - _ ~ ~ ~ , / R~ ~ V: 731.98 J'f ? ? ? \ ~ ~ ~ ~
A ) N~ ` o.. ~ ~ ~ \ ~ _ Q` ~ / , h~ ~
f' ~ ~ 737s ~
\ r \ y r 4 I \ \ \ ~ NIR . \ r \ ~ \ \ 1 r DITCH A AT BASE
\ 0 \ ? \ h\zl` r - ry ~ \ \ ~ , ? ~ r F GUT SLOPE 5EE ^ /
1 ~ \ ~ , ~ r \ DETA L 15 CV7.2
/ f ~ ~.':',~'::I'?',r;7~p( /.7 :.x.1.35
\ \ _ \ ~ ~ ~ ~sr ~r \ - \ 1. ~ \ \ '136.2 d '136.2 ~f~ Y . C0 r,:;~~~ f
~ •~r~;:,.Y~~ N0. DATE BY DESCRIPTION CONST
\ ~ ~ \ \ , Lit - _ \ _ of / REVISIONS
\ I \ ~ ~ in" / 'y~ yr
~~:y'`' CERTIFIGATION AND SEAL
GR: 737.,]3 C ~ • . \ - fg r \ Q \ cud ? . \ ? ; - - \ - INV: 731.36{IN)(A) ~ ` ~ \ / ~ ~ D / / / / ,,,Ipl{Illlillrrrr'I `
- EU ~ ~ \ ~ ` \ \ INV: 13D.41(IN){) ~a c"' ~ \ \ f'~ ~ I~I~pIII//~rii~~~ ~ CAR
INV: 730.38{OUT) O ~ ''~l ~ p w ~ ~ \ ? \ ~ M ~ r? FD \ ~ \ 38 LF OF 8 TRENCH ~ I.;.~,?., ,1~~1~51 ~ST~_ pQ`~'FESS~Q••!Z',
G ~ qtly \ \ ~ \ \ ~ \ \ ~ DRAIN W/ HD CAST IR~N~ h a / i `~'',;.j ' ~ CONNECT BUI~!}ING ROOF ~ ~~'~°~PORq~~;~~n ~ ~ Z,.a~o y~f -
~ ~ 1 GRATy ACROSS DRIVEWAY . ~ ~ i ' \ \ \ ~ \ . r 4 731.60 ~ • 4 f, \ \ ~ A 12 CV7.4 ti. ~ . ~ . ~ \ \ ~ 5EE DtiET IL / - ~ . - ~ . ,~.~....17.,~.?~! r• ~,~u;4f, ~ ~ DRAINS ~~IEADER PIPE, ~ ~ i aim e ~ '.:ti`•7.,~s?~• / TYP..~ PLACES ~ ~ a p : z e_rri~ ~ ~
i
\ ~ \ t 1 r .,;231;75,. f \ \ I31?5~ E• ~ ~ ~ tire. , f ~ ~ i ~ ~~ll!!////j~~~~~ i~rr ~ `
,,,~''1;, , ~~,t~~ ~ rrrrilrllrlN+``+10/28f10
\ \ v v v vv ~ ~ ~ J~_ ~ i6 ~~d2~r~~
~ \ \ ~ \ r / i ~ 0 ` ~ i ~ ~ ~ - The drawings, the project manual and the design shown
\ \~.Qr B3 ~ 737.75 ~ E ~ ~
~ ~ INV: 35.00' f ~ y theron are instruments of ColeJenest & Stone, P.A.. The 2tS 4° PER reproduction ar unauthorized use ofthe documents without
\ ~ _ ~;~„w ~4° PERFORATED _ r-P~ consent of Colelenest & Stone, P.A. is rahibited. j~ x ~ PVG PLANTER DRAINS
' ~ 'r'~' ®1%~MINIMUM.
~ ~ ~ ~ PROPOSED SAN ColeJenest & Stone, P.A. 201 O ' ~ ~ SEE DETAIL
CI ? \ GR: 735.14 ~ ~ OXIMATELY l15 ? ? - y ~ ~ {'.~~`'YLrw`` /rte
INV: 730.55 QUT r OF INACTIVE ? \ - ~ i °`~~;y R'ADE AGGE5516LE STORE NUMBER 13036
!r WATERLINE ~ ~ \ . f r~ ~~4RKING SPACES AND
EU ~ M AEN ~ - - ~ - L qw ~ . ~ / ~ ? ` ATHS AT MAX. 2~ IN / f . ALL DIREGTIONS PROJECT NAME
\ \ ~ SF \ TEMPORARY CONSTRUC710N \ ~ t ~;i•~, ~ ' ~ i
EASEMENT DB 2083 565 ~k , ~3 i ,
~ ~ 1 ~ Vie, r f ~ \ d ~ % ~ s~,=?~.~`~:`~ HWY 16 AND HWY 73, DENVER, NC
o ~ / ~.<<.,
~ ROUTE INACTIVE ,I `c~' i,! , \ ~ WATERLINE UNDER f, 4 . r, ,'QO, ~ ~ / ~ , - ? ' ~ 737.68 '"';~`?3avs? DRAWING TITLE
PRDPDSED STORM ~ / :r f ~ ~u,, fit:'- ~ r' r' f r. / ~ ~f5~ : k GRADING AND DRAINAGE PLAN
DRAIN• MAINTAIN 12° \ ~ A ~ ~ , ` ' ' ~e , ~ CB oS. ~ ~ ' / .r MIN. CLEARANCE 2 ,,c,~ _ ~ f ~~e f . CARD PLAT: SCALE: DRAWING N0.
t e7n A ~ ~ (;P.~ 737 Gft ~ ~ Ra . 1\\\ .~,r 1\\\ .f r :,,/l \ 737.58.,;5, y f~` '.E\`,~+.\i~
INV. 728.57(OUT)
737.35 N DRAWN BY: Lf f VOID PLOT: DJM
\ CB \ 36.85•
GIB: 732.90 CV4.1
\ INV. 728.a01N / \ INV. 728.28(OUT) A r Ff, , c\ DATE: 07112110 ~ SCALE; 9"=30' SUPERSEDES
\ \!4 GR%731io 3 PLAN DATED: REVIEWED BY:
\ a 726.;580N) 0 15 30 60 I\,-
CONVERT-EXISTING ti~ f ~ ~ s~1: 726.36(OUT,

_ 1~~ . _~~.A= ~ ,0~1 MUST ~p ~ p o a
~ ~ ~ LEGEND• ~~IUrY pR F
~ OT 7i - ~ F c ' WOW OR FORMERLY MELVIN a. CORE - ~ ~~o ~ a SYMBOL. DE. DESCRIPTION: FACILITIES PLANNING, DESIGN, & ENGINEERING
PB. 14 PG. 387 ` - - ~ ~ o
'ti dB.12t2 PG. 317 . _ ~ J w z i , ~ u ~ ~ \ 6~ , . ~ f ¢ o n ~ o EXI, ,5 ~ IDn e. B25 NCR. f ~ . ~ ~ EXISTING SEWER- MANHOLE 106 WILMOT ROAD DEERFIELD, IL 60015-5105
/ p CO ` , PROPOSED CLEANDUT CONSULTANT PROJECT N0.50243
i m ` . _ - BPPORS•YOUDIaI , _ \ -
1. ~ - , - l~I9TALT ~ ~ ~ \ - • " 1-SOQ-632-4949 PROPOSED STM. DRN. INLET ~ PROJECT TYPE
XI EXISTING WATER VALVE SITE, DRAWINGSISPECIFICATIONS BY:
_ _ - - ~ 1 ~ „ 1. CONTRACTOR 15 FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ~ ~ ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
" ~ pr,~,`~ EXI: EXISTING FIRE HYDRANT ~ ?WALGREENS' ®LANDLORD'S CONSULTANT
~;.y'i EIR - / 2. CONTRACTOR 15 RESPONSIBLE FOR PLACING BARRICADES U51NG FLAG MEN, ETC. A5 Y~ , , f 1 NECESSARY TD INSURE SAFEfY 70 THE PUBUC.
~ ~ PR( PROPOSED WATER VALUE NCHJ ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
I~ ' ~ 3. ALL PAVEMENT CUTS, CONCRETE DR ASPHALT, ARE TO BE REPLACED ACCORDING TO 0' _ f - ~ - CAROLINA DEPARTMENT OF TRANSPORTATION. r1'~' ~ ? WALGREENS'CONTRACTOR
(s ~ ~ = _ : 4 \ STANDARDS DF THE NORTH PRI PROPOSED FIRE HYDRANT ~ ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
way,^°~ - " ~ ,°t~Sp t 4. SHORING wILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART - - = - _ / ' ~ P, OR A5 AMENDED. 18'" R P STORE BUILDING
- EXISTING STORM DRAINAGE LINE

PROPOSED STORM DRAINAGE LINE NEW......... ' NEW...........® '
REMODELING
~ ~ ~ - - :ryJ aA..._'• ~ ~ ° „ DE EXI - EXISTING OVERHEAD UTILITY LINES EXISTING........ ? RELOCATION ?
~ _ ~ \ v PARCEL B F - ~ N:623,929.994 NEW SHELL ONLY ?
E:1 405 001.762 SS EXl - EXISTING SEWER MAIN VICINITY MAP OTHERS.........?
. ~ NDW OR FOR _ - ' - PROPOSED SANITARY SEWER
\ - STTR LIMITED PARTNERSHIP .
~ . DB. 1O8B PG. 663 • " ~ w EXI - EXISTING WATER MAIN NOT TO SCALE
f ~ . _ _ . _ - 1~0 \ PID,~ 34534 _ , ~ - PROPOSED WATER MAIN
- _ - w PRA - ,W, r m EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
~ ~ G EXI - EXISTING GAS MAIN "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
PROPERTY AT THE INTERSECTION OF HIGHWAYS X16 AND m73, LINCOLN COUNTY, NORTH CAROUNA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010,
~ \ ~ ~ ~ zo;, w PROJECT N0. G121, JDB N0. 76178.
_ - a ,APPROXIMATE LOCATION OF- ~ ~-~l
- ` - ~PRDP05ED GA5 LINE BY SERVICE ~ '
/ _ - _ _ _ PROVIDER; CONTRACTOR TO _ ~
COORDINATE INSTALLATION WITH ~ ' ~ \ . ~ ti. \ _ - PIEDMONT NATURAL GAS;.. _ _ " UnLrrr NoT~~ ~i S
~ . - REFER TO MECHANICAL PLAN FOR f ~ \ / - ` -
~ SERVICE REQUIREMENTS _ _ -i ~ f 1 FOR THAETCOMPHLETE INSTALLATI N AND TES1iNGNOFATHE U7lLITIESEPERECE5SARY Land Planning
~ a 2 REDUCED PRESSURE PRINCIPLE _ - "'f APPLICABLE BUILDING CODES AND NCDENR REQUIREMENTS. ALL PIPES AND FlTTINGS SHALL BE INSPECTED BY THE BUILDING INSPECTOR PRIOR TO BEING Landscape Architecture
BAGKFLOW PREVENTION A55EMBLY - _ ~ r~ - INSTALLED -ABOVE GRADE WITHIN ; - ti~ COVERED. Civil Engineering
..`fit .a . INSULATED`•ENCLOSURE FOR / 2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULAi10N5, AND Urban Deli n
. DOME511C,SERVICE• SEE DTL. 3/CV7.4 n - ~ ~ i fJ STANDARDS IMPOSED 13Y THE STATE OF NORTH CAROLINA AND BY THE LOCAL g
PACE r -.~/~v\ L. LJ •L rte, .:YS"'~ t•\ UTILITY AUTHORITY.
' _ 1 "IRRIGATION UNE ~ ~G~ Q` , _ . - - 3. ALL NEW WATER LINES SHALL HAVE A MINIMUM COVER OF 3fi" ABOVE TOP OF 200 South Tryon Street
` - . \ REFER TO 2 / ~ . _ IRRIGATION- PLAN 1~,c, ~ PIPE. Suite 1400
Gji FOR CONTINUATION - '~,p .kzr~ - ~ 4 REflUIREDTTO AVON CONFLICTS WITH STORM SEWER OR OTHER UTILITIES. Charlotte, North Carolina X8202
~ ~ 1° REDUCED PRESSURE PRINCIPLE 1 ~
. - \ V - _ BACKFLOW PREVENTION-A55EMBLY ~ r~ r - i ABOVE GRADE''<`YITHIN Q~~' -~1;~ / _ . , 5. WHERE A WATER LINE PASSES BENEATH A STORM SEWER LINE, A MINIMUM Ted 704.376. 1555
'1 ENCLOSURE FaR - • INS. LATED . • ` ` 12-INCHES VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN THE TOP OF 704.376.785! 7HE WATER L[NE AND BOTTOM DF THE STORM SEWER AND THE WATER LINE
? ' . ,IRRIGATION 5ERVICE, ~ / 4 ..a~•~•~' SHALL BE CONSTRUCTED WITH DUCTILE IRON OR GAL.VENIZED STEEL PIPE FORA unuw.caiejeneststone.com
x ti' - SEE DTL 2 CV7.4 / ~ ~;x;,x; ~ ~ , MINIMUM OF 10 FEET ON EITHER SIDE OF THE CROSSING LOCATION.
~ . . a.t 6. LOCATION, SIZE AND INVERT ELEVAl10N5 OF SANITARY SEWER SHALL BE
\ ~ q - M. COORDINATED WITH THE APPROVED PLUMBING PLANS FOR THE BUILDING.
c~ t,= \ ~ GAS METER ~ r ~ 7. DRAIN CLEANOUTS SHALL BE SPACED AT A MAXIMUM OF 100 FEET ON ALL
EXISTING INAC' - 24° WAIERUNE ' . ~ ~ REFER TO PL'tDMBING D-n REFER ~u`PLUMBING 4-INCH AND 5-INCH DRAIN LINES.
TO BE L PLAN FOR T]E ~ V' rI.AN FOR TIE :„w,,~~'~i ~ 8. THE CONTRACTOR SHALL COORDINATE ALL NEW UTILITY TAP LOCATIONS WITH
~ E GRADING PLAN _ ' . . ~ ~Ji ~ v ~ AT, BLDG - ' ~ ~ AT BLDG / ~ r~ . ° T ~ ENV: 735A0 r - THE LOCAL UT1UTY AUTHORITY.
. ~ ~.r• D ; ` PROPOSED 2 DOMES ~ iC S ! _ ' . , \ - ~=l'~ \4 ,f~\ ~ 9. INSTAL.LAl10N AND REPAIR OF UNDERGROUND ELECTRICAL, GAS, AND TELEPHONE
~ F _ SE?~r~i INSTALLED WI IH m - \ ~~R - . \ , wr:.\ P.rC 1120. CL,,SS 200 t I UT1LIllES, AND REPAIR OF ALL DISNRBED AREAS, SHALL BE THE
~ \ \ ~ ~`~~`'_y.a~.~ CONCRETE ENCA5EMEN7 AT . ' ~ PROPOSED 6 FIRE'lJNE DRIVEWAY CROSSING SEE RE5PON518WTY OF THE CONTRACTOR. THE DISTURBED AREAS BENEATH
` h ' "5 200 / ~ ~ STORM INV: 31.84', - ~ y1 ` P:JC 1120, CLAa DETAIL 15/CV7.1 / ,84' 1 EXISTING OR NEW ASPHALT SHALL BE RE-COMPACTED TO THE REQUIRED ; SPECIFICATIONS, AND THE STONE BASE AND ASPHALT SHALL BE RETURNED TO
a „ ~ ~ 1 ~I IT'S ORIGINAL CONDITION.
~'Y ~ ~ - 345 LF OFjPROPOSED 4° D ''mil' \ , / f ~ ~ "rr~ / ~ ~ ~ "~i t h -l \ _ `J\ ~ • ~ / SANITARY SEWER ~ 1.04; PROPOSED 4° DIP; I EWER ~ 1.04; ~ ~ 10. REFER TO MECHANICAL/PLUMBING/ELECTRICAL SITE PLANS FOR ADDITIONAL
. ~ ~ - " PROPOSED FIRE M~ ~ f , , . 0 ' ` , ~ o \ S , ` ~.r / ! MINIM M ` ~ _ f _ ~ HYDRANT /J r, INV: V~ \ ~PE ~ l! / UTILITY INFORMA710N AND REQUIREMENTS.
~ ~ SEE DETAIL i EV7.1 ~ ~ ~ - / 734.25 \ ~,s r ~ ! 'r , / 11. REFER TO SHEET CV1.0, EXISTING CONDIT10N5, FOR SURVEY INFORMATION AND
2° DOME5TIG METER AND ~ p. ~~j /f J.:::, / ~ / ~,3, ~ P.G.B.' E LEGEND OF EXISTING IMPROVEMENTS.
1° IRRIGATION METER IN /1y ~ :y SF / V. _ . ' ~ IN ~ AR~,EL ,"q" VAULT; SEE DTL, 1/CV7.4 ~ ~ ~ ~ ~ / . , - , P.O.B r' / / ~~ARCEL "A" L 12 CONTRACTOR SHALL INSTALL UNDERGROUND UTILITIES SUCH THAT NO TRENCH 1 09113110 DJM PER WALGREENS COMMENTS
! ~ - - ~ 733.97 N• 42~,60af CONTRACTOR 70 FURNISH P 'i' / , ..K •s~;:w~ - N~42~ 603:879 EXCAVATION SHALL OCCUR WITHIN THE DRIP LINE OF EXISTING TREES WH1CW
`\~,~„-.T~_ •~C f ~ f` ~.~~C~I_,~.>. - E:1405,305 AND INSTALL VAULT(5} \ b ~ ,1 l STORM INV: °733.25 u /j . • E 1,405 30.5.428 ~ / ~ ARE TO REMAIN. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY LOCATIONS 2 09129110 DJM PERMIT REVIEW ~ WHERE THIS REQUIREMENT CANNOT BE MET, PRIOR TO BEGINNING THE WORK.
AND ALL EQUIPMENT ~ GATE ALVE' C, : rn ~ , , ti a~ - _ ~ WATER INV: 731.75 / ~ ~ ` ~ , _ . INCLUDING METERS. '°s::, = o - C~ 3 10!12110 RTF PERMIT REVIEW
METER ASSEMBLIES TO BE ' fy ~ u ; - V ~ \ - tT _ c ?a \ ,r _ / ice,.. ® , ~ . 13. CONTRACTOR SHALL INSTALL THRUST BLOCKS PER DETAILS i2/CV7.1 AT ALL / BENDS AND TEES ON ALL WAT>;R L1NE5 4" AND GRI=ATER. THRUST BLOCKS 4 10128110 RTF PERMIT REVIEW
FURNISHED BY LINCOLN ~ ~ I COUNTY PUBLIC WORKS. J ~ `~i~ - SHALL BEAR ON UNDISTURBED TRENCH WALL AT LOCATIONS IN WHICH THIS
CANNOT BE ACCOMPLISHED, WATERIJNE SHALL BE CONSTRUCTED WITH ~ ; RESTRAINED JOINT DUCTILE IRON PIPE
~Ji ~ \ \ , - ~ N7 - ~ is `1 R~F ER Y ' ~ I
~ ~ _ CTSM, ~ ~ ~ ~ ~ ~ . / ` TSB 14. GENERAL CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN 5' OF BUILDING.
^ DB°2066 PG1. ~ ° STEEL CASING ~ _ n ~ - ' ..1~/` 6S ~ ~ D~ 87¢ 736 ; . ? Gj~ PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FDR UTILI11E5 IN THE BUILDING ~ ' AND WITHIN 5' OF THE BUILDING.
WITHIN RDW ~ ~ /I,,,~' \ u~ ~
20' WIDTH ON EACH SIDE OF ~ , \ ~ ~ a`. \ \ .~f ~ r r ~ 15. FIRE SERVICE MAINS INSTALLED BY SITE CONTRACTOR SHALL BE TERMINATED AT ' U LOING ONE FOOT ~ 1 r;~ i : rp / A FLANGE, CAP, PLUG, OR VALVE LOCATED INSIDE THE B I
THE PROPOSED WATERLINE ~ ~ ~ ~ ~ SHALL BE REPAVED ~ ~ - ,~o / ABOVE TWE FINISHED FLOOR. ALL FIRE SERVICE MAINS SHALL COMPLY WITH N0. DATE BY DESCRIPT]ON CONST
AFTER IN5TALLAl10N - \ _ ~ ~ ~ THE NFPA STANDARDS FOR FIRE SERVICE MAINS. ' REVISIONS
SEE DETAIL 14/GV7.3 C ,~-t ' ~ 0 ~ ,.s ~ - . . ti / Ft• . ~G?~ ! 16. UNLESS OTHERWISE NOTED ON PLANS, SEWER LINES 6-INCH AND SMALLER
~ > SHALL BE CONSTRUCTED OF PVC-DWV TYPE PIPE AND FITTINGS CONFORMING TO CERTII=1CATlON AND SEAL ~ `F;/ ° / ASTM D-2665. SEWER LINES 8-INCH AND LARGER MAY BE CONSTRUCTED OF
\ ~ TAP & 1 VALVE F i, 1=,~~" F 1 Oi~ 736. ".fi;•r„ ~ . i' ~ SDR-35 PVC PIPE MEEl1NG THE REQUIREMENTS OF ASTM D-3034. `~~uui~ir~rr~~~
12" x 6° TAPPING SLEEVE FOR IRR. SERVICE ~ ' ' 'ti / „I/ ~ / INSTALLATION OF ALL THERMOPLASTIC SEWER PIPE SHALT. BE IN ACCORDANCE `~~~ff~~~~~~~~l~i~~~~ CAJ~G~~~i~~~
ND VALVE FURNISHED AND ° \ - - ~ h~ , ~ A 2 TAP & 2° VALVE = ~ a o ~i ; WITH ASTM D-2321. 1a~ ~5~ & ST ~4_ .`~~Q~:'''~~gg~~''••., / ~ ~ .E ~ ~ '
INSTALLED BY UTILITY FOR DOMESTIC SERVICE - _ ` ~ ~ , - INS. CONTRACTOR; COORDINATE ° ` ~ ~3~ ti ti~.`~ 5~ 732.8_.- _ r` ~ ~ ~t~o 17. DUCTILE IRON WATER PIPE SHALL CONFORM TO AN51/AWWA SPECIFlCAl1ON ~,,~??~a° SEAL OZ~ ~ ' of oy~ ~ ~ C151/A21.51 AND 5HAL1 BE PRESSURE CLASS 350. ~ ~ : C_13~ ~ -
INSTALLATION WITH LINCOLN 6 REDUCED PRESSURE DETECTOR * . ~ 1'~` ~ ~ 0 _ ~
COUNTY PUBUC WORKS; OWNER BACKFLOW PREVENTION ASSEMBLY - ~ ~ ~ TO PAY ALL FEES. _ ~ INSTALLED ABOVE GRADE WITHIN Gfj ~ ` ' ~ _ - F ~ r ~ ~ t f 18. POLYVINYL CHLORIDE (PVC) WATER PIPE SIZE 4 AND LARGER 5HAL1 CONFORM ~ v
INSULATED ENCL05URE FOR FlRE ~ ~ ~ ~ TO ANSI/AWWA C900. PVC WATER PIPE SIZE 3° AND SMALLER SHALL BE PVC ~ cn~• 1~ ' ~~':FN E~:'~~' / / 1120 MEETING -THE REQUIREMENTS OF ASTM D-2241 WITH A PRESSURE RATING ~ cI N~''
12 GATE VALVE TO SERVICE; SEE DTL 3/CV7.4 \ Oh P~ - c BE INSTALLED ON C~ ~ _ ' ~ J` r/y°~ c OF 20O P51. irk f~l Q 1 ~ 4!!!11!1 ~~~h~~~i~ip??~~10/28/10
EXISTING 12 WATERLINE ~ ~ - ~ ~ . APPROXIMATE LOCATION OF,~ - p ~ Of r, ~ r' 19. REFER TO DETAIL 1, SHEET GV7.O FOR PIPE TRENCHING, BEDDING, AND BACKFILL
EXISTING 24° WATERLINE '6 r :~I~ d / / / REQUIREMENTS.
-gin ~ ~ ~ . (INACTIVE) ~ f ..,.r--~ ~ / / 2D. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOUIRS PRIOR TO BEGGNING The drawings, the protect manual and the design shown ~ ~ 1
1 . , ~ APPROXIMATE LOCATION ~ f ' - • ~ ~/~j J ~ CONSTRUG110N OF WATER DISTRIBUTION SYSTEMS TO ALLOW FOR VISUAL theron are instruments of CaleJenest & Stone, P.A_ The ~ / ~ / INSPECTION BY THE ENGINEER. reproduction or unauthorized use of the documents without
OF EXISTING GA5 UNE ~ r..\ - -M' ~ - 4? v ~ A ~ ~y J.
r-,~~ ~ , ~ ; (E-`i A~' - INV: - y ~ ~ consent of Colelenest & Stone, P.A. is prohibited. / / ~ ~ ~ 21. WATER DISTRIBUTION SY51EM5 SHALL BE TESTED IN ACCORDANCE WITH NCDENR
APPROXIMATE LOCATION OI= ~,_,,y:;: / , "EWER T ~InfSTALtED REGULAl1DN5 IN THE PRESENCE OF THE ENGINEER, CONTRACTOR SHALL FURNISH
EXISTING 12° PVC WAIERUNE 1 ~ ~ f : CO' r - ' ~ ~~~Y~CONTRACTOR AT ALL TEST RESULTS TD THE ENGINEER. Colelenest & Stone, P.A. 2010
t M / ~i15T1NG MANHOLE COORDINATE INSTAL.LAT1 N WITH
fit,. ~ ~ `~/r LINCOW COUNTY PUB C WORKS OWNER TO PAY ALL ES. INV BACK 1=LOW PREVENTER NOTES STORE NUMBER 13036
~ 4"IN=731A
EXISTING INACTIVE \ / ~ . ~~a'~„'~'"~~1~64` GW , .F~..•- v / 1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, PROJECT NAME
24° WATERLINE . ~ • ~ ~ 1 ~ ~ / / ~ HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER USING ~ APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER
TO BE LOWERED: ~ _ C ~ SEE GRADING PLAN ~ - - ~ _ "=app INV: ~ ! / ~ ~ rrQ! METER AND !T5 REQUIRED BACK FLOW PREVENTER (BFP)
l \731.10 v ~"p~ - ~~-SEWEfj. OVER DvER ' ~ V / 2. EACH BPA 15 REQUIRED TO BE TESTID BY A CERTIFIED TESTER PRIOR TO HWY 16 AND HWY 73 DENVER NC
~ s °i D,p \ ~ - ~ EXISTING 30 G 30"~ , ~ ~ PLACING THE WATER SYSTEM IN SERVICE ~ ~
~L ~ ~ ~ ~ STORM DR IN ~ ~ . DR~IN i V / ~ DRAWING TITLE
CFO \ , / ~ QJ WATER DISTRIBUTION AND SANITARY SEWER PLAN
/ = Q / a~ GADD PLAT: SCALE: DRAWING N0.
ONC MEDIAN DRAWN BY:
5MH Q VOID PLOT: DJM 5
RIM: 735.18 MH MH DATE: 07112110 CV" ` o
729.23(IN) - G INV.- RI . 731.75 SCALE: 1"=30' SUPERSEDES
/ S INV. 0.111 v INV. 729.20(OUT) RI 73.7 INV: %0.11 (IN)
C~,Q INV: 73 Da PP U1 l OUT) PLAN DATED: REVIEWED BY: INV: i .1a1QUT) 0 15 30 60

J
` t y v _ _ y ~ ~ ~ t -
~ t ~ PLANT SCHEDULE o - > ~ ~o ~ O o 0
. - r _ ` ~ r' ~ ~ ~ 5YM # COMMON NAME BOTANICAL NAME SIZE
~ SIZE R44T SPACG N4TE5 FACILITIES PLANNING, DESIGN, & ENGINEERING
J 106 WILMOT ROAD
DEERFIELD, IL 60015-5105
~ h / ~`1 ~ CM 3 GRAPE MYRTLE LAGERSTROEMIA INDICA 70' 72' ~ F , fv ~ ~ ~ r HT. 70'-72' B&B A.I. MULTI-STEM HT. 3-5 STEMS (WHITE) CONSULTANT PROJECT N0.50243
_ ~ / ) \ !k~ RB 5 OKLAHOMA CERGIS CANADE - "
r . _ ~ ` tx / V / ~ ~ ; \ RED BUD 'OKLAHOMA' CAL 2.5-3" B&B A.I. MULTI-STEM ~ PROJECT TYPE CAL 3-5 STEMS SITE
h / / i \ ~ ~ / K flUERCUS LYRATA 2.5-3° 2.5-3° B&B A.I. ~ DRAWINGSISPEC[FICATIONS BY:
/ ~ ~ DYH ti ~ ~ CAL ' / CAL
- - ~ ~ ~ E~ ~ ~ / \ OG 5 OCTOBER GLORY ACER RUBRUM 2.5-3" 2.5-3" B&B A.I. ~ ? WALGR>ENS'
- _ ~ ~ ~ ~ \ / RED MAPLE DCTOBER GLORY' CAL r. - . - ~ - r sue:, ~ CAL ~ ®LANDLORD'S CONSULTANT
4 - d . ~ ~ ~ ry, ~ r ~ , SHRUBS y ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
_ ' _ ~
~ ^ ~ ' H t ~ ~ / KHG 35 KLEIM'S HARDY GARDENIA AUGUSTA 30°-3fi` s ~ ~ h~ ~ / s,•; , ~ ~ i ,.a ~3~ ~ " ~ ~ ~ GARDENIA 30°-3fi° HT. CONT. 4' OC FRAGRANT ~ ?WALGREENS' CONTRACTOR
~ ;-j - _ v ~ , t rQ~ ~ r, / ~ ? ~ 'KLEIM'S HARDY' i / TENDER ~ ~V ~ ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
\ `E.? ~ - - ~ J' ` ~ t ~ ~ ~ ~ ~ ~ ~ DBH 40 DWARF BURFORD ILEX BURFORDI 30"-36" h 1;CM ~ ~ ~ HOLLY 'NANA' 30"-36" HT. CONT. 5' o.c. STORE BUILDING
\ A % t , ~ ~ ~ ~ ~ / CH 26 CARISSA HOLLY ILEX CORNUTA 30"-36" 30"-36" HT. CONT. 4' D.C,
o~ ` ^ f" / ~ \ ' ~ CARISSA NEw...........®
~r O / vas ` / ` / \.<'k'~,' - F, , ~ ~ ~ \ ~DYH 99 DWARF YAUPON ILEX VOMITORIA 30" 36° NEw...........® 30"-36" HT. CONT. 5' O.C. REMODELING
ti ! / ? f r. ~ \ t HOLLY 'NANA EXISTING , ?
- RELOCAT[ON ?
~ ; ' \ ~ ~ t . ~ ~ ,a s \ t GROUNDCOVER AN \ ~ • ~ ~ / ~ ~ ~ D VINES r, ~ \ ~ ' H ~ ~ - A NEW SHELL ONLY ?
\ ~V~ _ , '~j1 ~ ~ \F. \ \ BB 5D0 B1G BLUE LIRIOPE MU5OAR1 1 GAL. VICINITY N1AP OTHERS.........? 1 GAL. CONT. i2 O.C. -
~ • ! r i 1 / _ ~ r / ~ \ \ ~LILYTURF 'BIG BLUE NOT TO SCALE
CV ~ ~ / ' a CM r / ~ - ~ Viz,; 50D ~ 8103 SF FESCUE SOD S.F. 'REBEL II' S.F. INCLUDES WHEAT
~ ~ ~ STRAW LIME & PERT.
. ~ EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
~ ~ ~ / ~ i ~ / °ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
PROPERTY A7 THE INTERSECTION OF HIGHWAYS X16 AND n73, IJNCOLN COUNTY,
~ O ~ / / / / / / ~ ' NORTH CAROLINA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010, PROJECT N0. G121, JOB N0. 76178.
v
\ ~ / / / / s . ~ PLANTING NOTES
~ \ 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE S
~ , LATEST EDITION DF °USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN
' 1 ti ASSOCIATION OF NURSERYMAN, INC. ~ ~ ~ Land Planning
~ ~ , 2. HEIGHT AND WIDTH SPECIF1CATIONS INDICATED ON PLANT SCHEDULE SHALL r
~ ` J / ~ + F ~ e ~ TAKE PRECEDENCE OVER CONTAINER SIZE AND CAUPER. Landscape ArLhttecture
~ Civil En ineerin ~ ~ 3. ALL ANNUAL/PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER ~ g
` / ~ 22 DBH ~ `y ~ ; ; ~ I ~ ~ ~ THE SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE. Urban Design •
t / ~ rJ \ CONTRACTOR SHALL PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
- - f / ,°1'/ > J` / / ~ ~ . TTTTTT Vii; 1 ~ ~ ~
/ / T.T.+ ~ ~ % f r - D f wT T T a T a~T V4a. ~ ~ ' \t +l 4 C~RB ATTTHE CENTER OF SLANO~ CONITRACTORS HALL St1PPLYAAND PLACE OF 200 South Tryon Street ~ \ ~ ADDITIONAL TOPSOIL IF NECESSARY FOR MOUNDING AS INDICATED ON Suite 1400
r / f / TTTTTTTa DYH ~ , ' I l l ~ , ~ \ CONSTRUCTION DOCUMENTS.
! ~ q f ! ~ / / ~ ~ ~ 1 5. CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4° AGED SHREDDED Charlotte, North Carolina 28202
Tf ~ ~ \ /~:bRw. ' ~ ;!Y ~ ~ / ~ 3 ~ ~ TTTiTTT i ~ ~ 276 SF BB \ ~ HARDWOOD BARK. CONTRACTOR SHALL MULCH ALL ANNUAL/PERENNIAL BEDS Tel 704.3 7b. 15 5 5
~ / T T 1 T ~ i 1 WITH 1" PINE BARK FINES.
~ ~ Fax 704.37b. 7851 ~ ~ ~ ~ ~ 6. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE 5DD OR MULCH SHALL BE www.cole eneststone.co~n
\ ~ \ _ 1 ~ SEEDED BY THE CONTRACTOR. J
~ t
\ ~ asp / / / f / / 1 y f ~ w ~ ~ \ \ ` ~ 1 1, 7. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN ~ 1 DIAMETER, AND ALL CONSTRUC110N DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS
ft > ~ . / . ~ ~ 570 SF SOD'-- h ~ \ ~ V \ r ~i~ ~ i t ~ ~ A \ 1 ` } AND OTHER DELETERIOUS MATTER WHICH WOULD BE HARMFUL, OR PREVENT
\ \ ~ ~ \ ~ ~ 4805 SF~SOD ~ ~ \ / r - \ PROPER ESTABUSHMENT AND/OR MAINTENANCE DF LAWN AND PLANTING \ \ ~ ~ , AREAS.
o ti, \ ~ ~ ~ `e'rr ~ ~ ~ ~ ~ ~3r , . _ ~ \ 0~, \ ~ ~
r Imo. , / Via, oo ! , '1 ~ ; \\`s ~ ~ ~ 8. IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, L ~ ~ ~ CONTRACTOR SHALL REMOVE CONTAMINATED 501E TO A DEPTH OF S" AND FlLL
\ ,:tip \ i e~y/' / J t ! O' ` ~ ~ i +MTH GLEAN TOPSOIL CONTRACTOR SHALL IMPORT TDP50[L AT NO CHARGE TO
_ ~ ~ _ ~ \ ~ OWNER IF REQUIRED TO FlLL THESE EXCAVATIONS.
f\ \ ! 0 ~ • \ J 9. SEE DETAILS 14/CV7.0 AND 9/CV7.2 FDR PLANTING DETAILS.
~ ~ 10 ~ ~ ` 10. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED bUE TO PLANT \ ~ ~ MATERIAL INSTALLATION.
r ~ ~ \ 4 KHG/ ~ ~ \A \ \
I \ \ ~ 1 ! / r ~ a Q \ a- , tom' y - " .~rs:.,. O~~ O \ ` ~ 11. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH ` ~ - ~ ~ \ ~ ~ • THE NORTH CARDI~INA DEPARTMENT OF TRANSPORTAl10N OR LOCAL
\ ~ . ~ / ~ . ~ ~ 216 SF 5 D ' ` r.L / 0 ` ~ ~ ~ TRANSPORTATION DEPARTMENT.
~ ~
~ ~ 9 KHG . ~ ~ 1- I ~ ~ ~ 12. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND i ~ \ REMOVED BY THE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFIWNG
~ ~ L ~ 1 PLANTING -PIT. CONTRACTOR SHALL REMOVE TOP 1/3 OF THE BURLAP FROM 1 09113110 DJM PER WALGREENS COMMENTS
l ~ ~ ROOT BALL. 2 D9129I1O DJM PERM[T REVIEW
~ , 125 SF OD ! ~ ~ d f ~ \ 13. FOR NEW PLANTING AREAS, CONTRACTOR SMALL REMOVE ALL PAVEMENT,
r ~ - .1 -J GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND 3 10119110 DJM PER WALGREENS
~ ° ADD 24" NEW TOPSOIL, OR AMEND THE TOP 24" OF EXISTING 501E TO MEET SPECIFlED TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
~ ~ ! ~ ~ ~ ~ . 736 736 ! -
14. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET' FROM THE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFUGT WITH
~ ~ ! ~ ~ POWER LINES OR SIGNS, CONTRACTOR SHALL CONTACT ZONING OFFICIAL TO
~ ~ RESOLVE BEFORE PLANTING. ~
` r f"' f ~ ~ ~ ~ ~ 15. MINIMUM TREE 5[ZE AT PLANTING SHALL BE TWO INCH CAUPER (FOR SINGLE
t~ i ~ STEM TREES). ALL MULTI-STEM PLANTS SHALL BE TREE FORM, MAXIMUM
4 HG ~ 15 DYH f ~ I/ • , ~ 194 SF 5OD ~ • ~ ` THREE TO FIVE TRUNKS, AND A MINIMUM EIGHT FEET TALL
0 / ~ ' ~ ~ " \ ,1- • - L :f 1, ' ~ ! f r--- 1 N0. DATE BY DESCRIPTION CONST t, I.
\ . ~l , 1 , ' ~ REVISIONS
F ,A' KHG ~ ~ ~ai~ ~ \ ~~~y1 LEGEND CERTIFICATION AND SEAL
/KHG ' / ~ u'
i ~ ~ ~ SYMBOL D AI - E rr~~~~rf..' .~~~'y`NORT~j'~~~, ~ a
F ~
~ O' / ' ~ ~ EXISTING TREELINE aRPOR,yT..~2 ~!v . ~ph1~S
, ` r~~ # ~W~ SEAL f `Q - .
_ " w PROPOSED TREE 14/CV7.0 ?''i'~ .P
~,w ~ s, ~ un«~''p9/24/10
\ 1..' 4 ~ 1I f,
s t ~ ~3 ~ \ .
\ \S ~ > ~ `~I ' PROPOSED SHRUBS 9/CV7.2 The drawings, the project manual and the design shown / theron are instruments of ColeJenest & Stone, P.A.. The
' ,c~:~ ~ L I ~ ~ ~ reproduction or unauthorized use of the documents without
, ' • ~:r.~ : `n., consent of ColeJenest & Stone, P.A. is prohibited.
\ ~ ~ J 0 ~ ~ ' ~ ~'~~s '.yam'=`f \ \ ~ _ ~ t ~ ~ ~ ~,7~y~a ~ \ ~ ~ / ~ R PROPOSED SOD
~ ~ ~ - ~ ~ " ~ 4 It ~ ~I ~ ColeJenest & Stone, P.A. 2010
\ \ \ ~ t ~-r • h~ ~l \ /
~ \ ~ f~ ~ , f ~ i ~ ~ I
~ -T / _ _ ~ , ' + + + + + + + STORE NUMBER 13036
\ \ - ` i ~ r ~ ~d PROPOSED GROUNDCOVER 15/CV7.3 r ~ / PROJECT NAME
' / i~// ! 1
/ j
i i • f ~ ~ HWY 16 AND HWY 73, DENVER, NC
4 ~ ~ ~ / ~ ~ NOTE: SEE CV 6.1 FOR BUFFER PLANTINGS. DRAWING T[TLE
~ ~ ` ` SEE CV 6.2 FOR SEED LIMITS WITHIN BUFFER ENHANCEMENT AREA.
/ Ft` . \ . ~ i, / \ ~ - _f~ / ~ PLANTING PLAN _ ~~fll SEE CV 6.3 FOR SEED LIMITS WITHIN ADJACENT DEVELOPMENT PARCEL
~ J ~ U / E CADD PLAT: SCALE: 1" = 20' DRAWING N0.
\ \ A . ~ ~ i r /t ~ i
i~ r~G~ CY / DRAWN BY: VOID PLOT: DAM
Now
• ~ / ~ r l / SCALE: 1 "=20'
P~p supERSEOEs DATE: 07I12I10 CV6.0
0 10 20 4 p PLAN DATED: REVIEWED BY:

, - r ~
~ i j I ~ I ' ~ ~ r f ~
r ~ 1 l ! ~ i ~ T- i 1 _ ,1 t P ~ ~ ~ ~ 0 D
~i ~ ~ , ) i ~ 4 ~ ~ r ~ ~ r r r i V / ;rf ~ ~ 7 ! i ~ ~ l ~ .r ~ ~ y 1 l~ FACILITIES PLANNING, DESIGN, & ENGINEERING
F ~ ~ ~ f I 'i l i I ! 106 WILMOT ROAD
f ~ ~ y ' - - _ - _ ° if DEERFIELD, 1L 60015-5105
,I CONSULTANT PROJECT ND. 50243
E ~ - - _ ~ - - _ _ ~ PROJECT TYPE
ti SITE DRAW[NGSISPECIFICATIONS BY:
/ ~ ! J ~
~ ~ ~ ?WALGREENS'
1 ~ App / J ~ ®LANDLORD'S CONSULTANT
/ .L ! ti ti I ~ I r r ~ 4 t ^4 - 1 ` ! ~ rte, z/ / ~ 'V - _ - ~ - _ J ~ `r C ,C,~I/ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
/ , ~ ,T r ~ ~ ? WALGREENS'GONTRACTOR
~ - - - r- - - I ®LANDLORD S CONTRACTOR (TURNKEY CONSTRUCTION)
STORE BUILDING
1 ~
t ' ; 767 ~ e I - NEW.
3 ~ ` f r ? -T"r ^ ~ REMODELING NEW .
` ~ ~ EXISTING ?
1 ~ .s ~ ,r ~ _ . ~ RELOCATION ? NEW SHELL ONLY ?
_---J VICINITY INAP OTHERS.........?
~ 25 64.0_ F.S ED ~ - ~ 1 ' ~ ~ NOT TQ SCALE
a ~ t X22 584 SF S ~ 4 /
/
,i'` EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM °ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP OF
PROPERTY AT THE ]NTERSEC7IDN OF HIGHWAYS X16 AND X73, LINCOW COUNTY,
's, _ ~ NORTH CAROLINA," BY R.B. PHARR & A550CIATES, P.A., DATED MAY 19, 2010, PROJECT N0. Gi21, JOB ND. 76178.
i
r
s~
' LEGEND
SYMBOL oETA1L
_ ~ ~ Land Panning
F Y " ~ PROPOSED SEED Landscape Arc(~itecture _
' ~ ~ Civil Engineer[ng
AAA _ _ ~ ~ ~ ~ - ~ - 1, \ 0 \ r / ! r Urban Design
PLANTING NOTES
- ~ _ ` ~ / . ~ 200 Saut(~ Trgan Street 1. ALL D15TURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE Suite 1400
~ SEEDED BY THE CONTRACTOR.
~ ~ \ \ ~/,l . ' 1 ~ ~f. may. ~ • \ \ \ \ \ \ \ \ / i- ~ ~ ~ / `r ! 2. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN Charlotte, North. Carolina 28202
f ~ DIAMETER, AND ALL CONSTRUCTION DEBR15 INCLUDING GRAVEL, ROOTS, UMBS Tel [phone] ~ 5
/ ~ AND OTHER DELETERIOUS MATTER WHICH WOULD BE HARMFUL, DR PREVENT
rr ~ PROPER ESTABUSHMENT AND/OR MAINTENANCE OF LAWN AND PLANTING Fax [phone] / ' AREAS.
~ \ \ ~ / ° www.colejeneststane.corn
3. IN AREAS WHERE CDN5IRUCTIDN GRAVEL 15 EMBEDDED IN THE SOIL, / , ~ CONTRACTOR SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FlLL
? WITH CLEAN TOPSOIL CONTRACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO
/ r ~ OWNER IF REQUIRED TO FILL THESE EXCAVAl1DNS. ~;l ~
/ / ° ~ 4. SEE DETA[L5 14/CV7.D AND 9/CV7.2 FOR PLAN1iNG DETAILS.
\ ` , ~ ~ A[~, 620 SF SEED \ ~ ~ ~ - ~ / \ 1 ~ ~ ~ ''cry ' \ ~ ~C' \ ~ 1 \ ~ r` \ ~ ~ ~ i ~ ~ ' 5. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT _ ~ MATERIAL INSTALLATION.
~ ~ X42 ,t ~ E ~ 1 ~ \ ~ \ / i ~ . ~ i'
\ i ..•1 ~ \ / 6. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH ~ , THE NORTH CAROLINA DEPARTMENT OF TRANSPDRTAT10N OR LOCAL
~ ~ TRANSPORTA710N DEPARTMENT.
f f Zr r
/ ~ ~ 7. FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT,
~ GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND
\ \ / ~ ~ ~ ~ ADD 24 NEW TOPSOIL, / ~ 1 OR AMEND THE TOP 24" OF EX15T1NG 501E TO MEET ° ~ ~ - ~ ' SPECIFIED TOPSOIL/PLANITNG MIX STANDARDS FOR 1REE5.
ti ~ ~ ? a~ ~ r
~ \ E. ° ~ \ ~ /
r_ , / / ~~9 ' 1 09113!10 DJM PER WALGREENS COMMENTS
~ ~~'~1~ ~ / ~ 2 09129!10 DJM PERMIT REVIEW
? \
~ \ a \ \ \ r \ ` ~
I' ~~/rf v ? /
\ \ \ ~ \ \ 1 ~ ~ / / ? / `z, r~ / ~
/ s~~~ , / j~c~ f ~ 137 ~ / ~ ~i
/ ~ / ~ ~y fi r f ~l
\ \ \ ~ \ .ice ~ , i - ~ r
~ ~ ``as ~ / N0. DATE BY DESCRIPTION GONST r' ~ ~ / ~
\ 0 .PQ to ~ - -r r f ~ - REVISIDNs
. CERTIFICATION ANQ SEAL
~ ~ ~ ~4 ~ ~ \ \ \ red / / /
r \ \ \ -z~^ ! ~ ~
r N \ \ \ \ ' f~' f 2i /1 ' ~ ,q ~r' l /
ti ~r ~ ~ \ ~ ~ ! ~ 4 ~ i \ , G-1361 ~ ~ _ ~ W -
\ \ \ 1 ~ \ r~:y ! ! ! '
~ \ \ \ \ \ ' 1t~4 ! ! / / ~ ~ ~ \ \ \ r r ~
~ \ ~ ~ ~ ~ \ \ \ ~ ! / / / / ~ ~ ~ u uv'' 09/29/10
\ ~ \ ate. ~ 4 a\\ ~o / • / / r'7
\ \ / \ ~ 1 ~ ~ / 1 ~ ° ~ ° ~ ~ ~ ~I ~ The drawings, the project manual and the design shown / ~ s/~ s~ theron are instruments of ColeJenest & Stone, PA. The
/ ° /'~!?S reproduction or unauthorized use of the documents without
~ ° ~ consent of CaleJenest & Stone, P.A. is prohibited.
~ ' , Jr_- -
PLANT SCHEDULE ~ • ~ : ~ ~•.°~l ~ / / ° CaleJenest & Starve, P.A. 201D
1 ~ / ! / ° N l /
SYM rr COMMON NAME BOTANICAL NAME SIZE ROOT SPAC G NOTES \ • • r` -
~ ~ y ~ ~ ~ ~~73 STORE NUMBER 13036
~~UN~O~~ ° r~~ f ~ PROJECT NAME
SEED 48,844 SF 5 STAR BLEND S.F. INCLUDES WHEAT ~ ~ ~ ! w , \ / ~ / / /
FESCUE STRAW LIME & FERT. ~ ~ \ ~ , / / ~ r
29.48% CAYENNE FALL FESCUE ~ ~ ~ ~ i ~ ~ ~
'1 / ! 24.88% BLADE RUNNER TALL FESCUE ~ ~ ~ ~ \ f - r \~"a / / ~ / _ HWY 16 AND HWY 73, DENVER, NC
r% w / ~
19.55% CR05SFIRE II TALL FESCUE ~ J~ ~ \k~ \ f / rn ! ! ' / / ° ~ DRAWING TITLE
~ ~ j ~ J` / 14.87% GREENSKEEPER TALL FESCUE V / ! ~ ~ ~ r J/ ~//"jam -t~. ~ ~ ~ PLANTING PLAN d I~ l f ~ y..
10.61% DYNASTY TALL FESCUE ~ ~ ~ ~ ~ ` \ ~ ~ ! ~ . ~ ~ CADD PLOT: SCALE: ~ ° = 20' DRAWING N0.
~ o A. ~ n r ~ ~ ~ ~ ~ e
UU.bly INEHI MAIEKIAL F? / em`u' \ \ ,r OF.
DRAWN BY:
NOTE: SEE CV 6.0 FOR WALGREENS LANDSCAPE PLAN. VOID PLOT: DJM
SEE CV 6.2 FOR SEED LIMITS WITHIN BUFFER ENHANCEMENT AREA. \ t
SEE CV 6.3 FOR PLANTINGS WITHIN BUFFER ENHANCEMENT AREA.. CV6.1 SCALE: I"=30" DATE: 07/12/10
SUPERSEDES
\ ti PLAN 0 15 30 60 DATED: REVIEWED BY: \ f

_
_ , _ _ _ - ~ r- ` \ \ ~ \ /i .ti~\ ~ Tree No. Species Diameter Diameter ]dbh] Comment 1..~/ D ~ ~ ° °
~ \ ~
I I - 1s w~~ t \ ~ ~ s T5 3 American Sycamore 18 Condition-Good FACILITIES PLANNING, DESIGN, & ENGINEERING
~ I ` TS 2 Northern Red Dalc 12 12 Condition-Good 106 WILMOT ROAD
- ' U. \ ~ j I I T5-3 Carolina Ash 12 j ~ \ ~ \ ~ t' ~ j 12 Condition-Good DEERFIELD, IL 60015-5105
_ \ ~ ~ ~ \ ~ I I s TS-4 American Sweetgum 10 10 Condition-Good
- ~ \ j j p ~ T5"5 American Sweetgum 10 10 Condition-Goad CONSULTANT PROJECT NO.50243
~ ~ < S `63~ 1 j n i T5-6 Northern Red Oak 6 6 Condition-Good PROJECT TYPE
~ ~ \ ~ ~ j ~ TS-7 Virginia Pine 7 b= \ ~ ~ 1 t 1 1 7 *PoorCandition SITE
\ ~ 1 mow, \ \ ~ TS-8 Virgm~a Pine 8 .m~ = 1 l 1 8 *PoorCandition ~ DRAWINGSISPECIFICATTONS BY:
~ ~ TS- ~ ~ \ l j T5-9 Carolina Ash 8 8 Canditian-Good ~ ?WALGREENS'
~ ~ ~ ~ _ - w j ~ , ,.r TS-10 Virginia Pine 12 _ / i r . / 12 Condition-Average n ! ~ ®LANDLORD'S CONSULTANT
~ : ~ l f I /i , ~ ~ ~ TS-11 American Sweetgum 8 •t„ ~ _ _ o. l / i/ l / f 8 Condition-Good ' C ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
~ r - - ~ , , ; ~ / / ~ ~ ~ ~ l' l ~ T5-12 Pignut Hickory 10 ~ ~ , , ~ ~ ~ t ~ \ / //l ~ r / 10 Canditian-Good /7 ~ ~ ? WALGREENS' CONTRACTOR
TS-65® . ~ : ~ , i ~+r. ~ ' \ TS-13 American Sweet um 12 12 Canditian-Good ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
~ ~ ~ _ _ ~ TS-14 Water Oak $ ~w ; • 7 8 Canditian-Good 3
. - % ~ 1 ~ \ 'r TS-15 Water Oak 8 Condition-Good STORE BU[LDING
1 ~4 ° V'r ini Pin 14 - ~ 4 1 F" - 1 , ~ . ` I ~ e TS-16 ~ g a e ~ ; _ ~ \ 14 Condition-Average
~ • ` ~ - . ' ~ ~ ~ ~ , \ ` \ T5-17 Red Maple 8 8 Condition-Good NEW..... , .
~ i t ~ . ~ ~ 1 15-76 ~ T5-18 American Sweet um 6 , : , / ~ ? . • • 14,152 SF SEED 1 ' ~ ; / • 1 ~ , ~ ~ ~ I NEW..........,® 6 Condition-Good REMODEL]NG
- - ~ ; .k i '..h11` ` ~ ~ .'s ~ , . ~ ; \ / ) T5-19 Fin Oak 15 I ~ , 2,984 SF SEED 1 TS-$ / 15 Condition-Good EXISTING ?
~ - f `1, ~ ~ f ; / I/ ` TS-20 Northern Red Oak 18 RELOCATION ? 18 Canditian-Good NEW SHELL ONLY ?
- ~ ~S-g0 't V ~ • \ / I if T5-21 Northern Red Oak 14 ~ , 1 1 ~ ~ • \ J ! f/ T5-22 American Sweet um 14 14 Condition-Good VICINITY MAP OTHERS.........?
14 Condition-Good
''4',~. , ,F, - ~ ~S- 3, / ~ / TS-23 Pin Oak 15 ~1 'a as _ - ~ ~ T -SZ / ~ 15 Condition-Goad NOT TO SCALE
• ~ , ~ / j TSl TS 24 Amer can eec 8 Condition-Goad
r ~ T5~, 88 \ ~ 1 / ~ / / TS-25 Virginia Pine 18 TcF' 18 Condition-Good _
. ~ 736 ~ , I f l T5-26 Virginia Pine 1C T5-~ , ap 10 Condition-Goad EXI511NG BOUNDARY, PHY51CAl, AND TOPOGRAPHIC INFORMAiiON OBTAINED FROM
_ . / 4 • ~ i TS-27 Red Maple 12 12 Condition-Good °ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MDRGAN PROPERTY GROUP OF
~`w ; : ' _ T~-9gJ / T5-28 Southern Sugar Maple 6 6 Condition-Good PROPERTY AT THE INTERSECTION OF HIGHWAYS X16 AND X73, LINCOLN COUNTY,
• ~ ~ ~ 1 1 ~ ~ - 9 / ~ / T5-29 American Beech 6 NORTH CAROLINA,° BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 2010, 6 Condition-Good PROJECT N0. G121, JOB N0. 76178.
f'~ ~ 100 - ~ o 1, i 1 / ~ - . • T5 97 i ~ ~,~I' . , 1, ~ _ - =CS-90®, ~ ~ jj / ~ / , T5-30 Virginia Pine 1~ o,. \ . , ~ . TS 96~ \ / , 12 Condition-Average
- . ~ • ~ ~ y` /I r ~ ~ ~ T5-31 Post Oak 1~ - - - I - { ~ ~ 12 Condition-Goad
~ , : ~ . icj ; f/~ r / T5-32 American Sycamore 2C 20 Condition-Goad LEGEND S
_ - •I • ~ TSf ~ ~ %w ~ i ~1,t ~ TS-33 Southern Sugar Maple 14 14 Condition-Goad
.f - - ,f / °•r>,5-- ' ~ ' ~ ~ TS-34 Northern Red Oak 1C 10 Condition-Good SYMBOL DETAIL
f ~ - ":r~ ~ ~ m w ~ • ~ ' " ~ ~ ~ / e ~ T5-35 Vir inia Pine 1~ 12 Cond'€tion-Goad ~aE1~ plaiZ~liYig
- r M.,} - .r ~ _ ~ ~ f ~ TS-36 Virginia Pine 14 14 *PoorCandition PROP05ED SEED Landscape Architecture
- / 7 6 ~ T~-- a ~ - 7 Red Ma le 8 ~ ~ ~ TS 3 p 8 Condition-Goad ~ . Civil ~Yi~iYieeriYi~
_ _ .x . n~ \ ~ TS-38 Red Maple 8 8 Condition-Goad
_ ~ 0. ~ ~ 1C ~ f_ , t TS-39 Red maple 10 Condition-Good Ur~aYi DeSi~Y1
~ ~ ~ ~ ~ ~ _ ~ ~ =fig I ~ / ~ / f ~ x~ ~ y' TS-40 Southern Sugar Map e 8 Condition-Gaud PLANTING NOTES
/ti ? ~j ~ ~ ~ ~ TS-36 ~ 'w¢'~ ~ Ig•~ ~ , •^I / 7 TS-41 Virginia Pine 1C 1D *Poar Condition 200 South'I'r~o~ Street
~ ~ , T5 44 ~ ~,a _ w 1 • / / TS-42 Southern Sugar Maple 1E 16 Condition-Gaud 1. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE Suite !400
. . • • ! t ~ ~ ~ T5-43 American Beech 8 SEEDED BY THE CONTRACTOR. 8 Condition-Good Charlotte, North Carolina 28202
~ _.i. TcX29- - 1 ,ti P / • -0 `s ~ ` ' f ~ r I K T5-44 Virginia Pine 6 6 *PDar Condition 2. D AMETEK, ANDHALL CONSTRUCTION DEBRISMNCLOUDING GRAVEL, ER00 5ft LIMBS Tel 704.3 76. I ~ 5 5
• , / ~:,t..; ~ , ••;.r. ,I I / TS-45 Virginia Pine 1C 10 *Paor Condition AND OTHER DELETERIOUS MATTER WHICH WOULD BE HARMFUL, OR PREVENT
6 *PoorCandition PROPER ESTABLISHMENT AND/DR MAINTENANCE OF LAWN AND PLANTING Fax [phone]
• : f • ~ T - 0 f~~"`~ - ^ ` ~ 1~,1; / ' ~ O / / TS-46 Virginia Pine 6
` ~ ~ T5-47 Vir inia Pine 6 6 *Paor Condition AREAS. WWW.LOTeJeYieStStOYie.CO~
/ z..w-._ ~P: - ^ % / TS 48 Virginia Pine 7 7 *Paor Condition 3. IN AREA5 WHERE CONSTRUCTION GRAVEL 15 EMBEDDED IN THE 501L,
. ..5,. r ,r ~ v r;/ f T5-49 Vir inia Pine fi 1 ~ ~ ~ / rys'r-..., ire , ~ ' / f / t ~ • ~ J ~ T5-24® , l~ ~ r~ / TS-50 Virginia Pine 1-e fi *Poar Condition CONTRACTOR SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF S° AND FlLL WITH CLEAN TOPSOIL CONTRACTOR SHALL IMPORT TOP501L AT NO CHARGE TO
12 Condition-Average OWNER IF REQUIRED TO FlLL THESE EXCAVATIONS.
• r` ~ . ~ ` ~ T ! ~ ~ ~ ~c'~~ - / G / TS-51 Vir inia Pine 1e '/V r* ~ ~ / F~4~ it ly:: ',.^e ~L .I'•. ` / 12 *Poar Condition 4. SEE DETAIL5 14/CV7.0 AND 9/CV7.2 FOR PLANTING DETAILS.
L ~ T ~ ~ / - = ~ ` / / T5-52 Vir inia Pine 1~ Q / 14 *Paor Condition
- ~ - 1 7r ~ - ~ TS 53 Virgmia Pme 1 14 *PoorConditian 5. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL INSTALLAT]ON.
~ • ~ w / ~ 'r.. • / T5-54 Virginia Pine 2[ 20 Condition-Average
~ t • . t'• " /f~ .'C,'\,. / / TS-55 Virginia Pine 6 \ 6 *Paor Canditian 6. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH Lc~nd~uest Ventuxes, LLC
~ ~ 1. - ~ ~ ~ - / ~ a / / r f••; • / / TS-56 Vir inia Pine 6 6 *PoorConditian THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL Environmental S e r v i c e s TRANSPORTATION DEPARTMENT.
~ ~ rc^; - ~ , J> ~ ~ i~ / / ' / ~ TS-57 Post Oak 8 8 Condition-Good 3O0 HOLMES BOULEVARD
~ ~ ~ • • 1~ ' ~ ~ ~ / / / ~ TS-58 White Pine 6 6 *Poar Condition YORKTOWN, VIRGINIA 23692 7. FOR NEW PLANTING AREAS, OONTRACTOR SHALL REMOVE ALL PAVEMENT, (717).268.9480
~ \ r ~ ~~1 ~ i T5-59 Post Oak 8 8 Condition-Good GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND
~ / _J / Z ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ / f / TS-~'. ~ r / T5-60 White Pine 8 $ *Paor Condition ADD 24" NEW TOPSOIL, OR AMEND THE TOP 24° OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL/PLANTING MIX STANDARDS FOR 7REE5.
~ \ r ~ I ~ ~ i / ~ T5-61 White Pine 6 6 *Paor Condition
~ ~ { / ~ i ;~,i ~i i . _ ~ I / T5-62 White Pine 6 6 *Poar Condition
r. ~ ~ / / , ~ ~ ~ ~ , / ~l~/1 T5-63 White Pine 6 6 *Paor Condition
~ ~ / ~ 0 / , / ~ J T5 64 White Pme 6 5 *Poar Condition 1 09113!10 DJM PER WALGREENS COMMENTS
\ ~ ~j / ~ ~ / ~ ~ . ~ ~ ~ ~ / T5-fi5 White Pine 6 6 *Paor Condition 2 09129!10 D,]M PERMIT REVIEW
~ ~ ~ ~ ~ r(~" ~ J / T5-66 American Beech 1( 1D Condition-Good
y r / ? - ~ - / / T5-67 White Pine 6 ~~r ~ - - ~ PP / f / ~ / 6 *Paor Condition
~ ~ ~ ~ / / T5-68 White Pine 6 ~ - ~ ~ ~ / 1 / 6 *Paor Condition
~ ~ ~ r F r f ~ T5-69 White Pine 6 6 *PoorConditian
/ ~ '1~ ~ 1 ~ ~ / ~ T5-70 Vir inia Pine 7 ~T~r ~ v ~ ~ I / g 7 *Paor Condition
/ / V ~L ~ ~ ti ~ W I ~ 1 ! ~ T5-71 Virginia Pine 1[ 10 *Paor Condition
FQ F , ~ / / TS-72 Scarlet Oak 6 5 Condition-Good
/ / / `C i 55 ~ . / ~ q ~ ~ f ~ / s.. TS-73 Scarlet Oak 8 / N r ~ t E i / 8 Condition-Good
/ ~ \ ? ' I ~ / ~ ~ ~ ~ ~ / 75-74 Northern Red Oak 6 6 Condition-Good
l ~ ~ fF ~ l~ ' ~ I Q ? TS-75 White Pine 6 6 *Paor Condition N0. DATE BY DESCRIPTION CONST
I 1 ~ ~ rr ~ ~ ` TS-76 White Pine 6 6 *PoorConditian REVISIONS
~ / 1 ~ ~ TS-77 White Pine 7 7 *Paor Condition
~ t MEDIAN r ONCR / ~ ~ / ~ 0 T5-78 White Pine 7 7 *PoorConditian CERTIFICATION AND SEAL
~ ,r ~r / • ~ ~ TS-79 White Pine $ ~ 1 Q 8 *Paor Condition
Q ~ ~ TS-80 Virginia Pine 8 JJ~I/!UQ/I/~ ,`~pliuialuip~~~ ~ 8 Condition-Average ,'1~a~~5-~ & ST~~ ~~.oF .NaRTy ~,<<
\ ~ F . ~ ~ T5-81 Virginia Pine 6 6 *PoorConditian , .~po~q Oti ` ,.'mow ~~1D5
T5-82 Red Maple 1~ 15 Condition-Gaud ~ W ; SEAL r~',~` ; ~
TS-83 White Pine 7 7 *PoorConditian ~ : x ~i~ ° ~ ~ 0 3
TS-84 White Pine 6 6 *Poar Condition ~ ~ ~ ~ ~ aAR ~iyi
7 *Poar Condition ~-.',i! ' ~II'`'11 ' ~ y~P A
TS-85 Virginia Pine 7 8 Condition-Good ~~/fr~IA~~~ ~ , N,~+~'as/2s/1o
TS-86 American Beech 8 12 Condition-Good
PLANT SCHEDULE GENERAL NOTES Ts-87 Red Ma le 1; P
~ NAME SIZE ROOT SPAC'G NOTES 1. THE EXISTING TREES SHOWN ON PLAN ABOVE ARE TO BE SAVED. TS-88 White Pine 8 5YM rr COMMON NAME BOTANICAL 8 *PoorConditian
S 5 EET FOR TYPE SIZE AND CONDITION TS-89 White Pine 8 2 REFER TO THE TREE SCHEDULE, THI H , 8 *Paor Condition The drawings, the project manual and the design shown
C~i~UNDCOVER OF THE EXI511NG PLANT MATERIAL TS-90 White Pine 8 8 Condition-Average theron are instruments of ColeJenest & 5tane, P.A.. The reproduction or unauthorized use ofthe documents without
- INCLUDES WHEAT DSCAPE ARCHITECT AND OR THE TS-91 American Sweetgum 1F SEED 15590 SF 5 STAR BLEND S.F. 3. THE CONTRACTOR SHALL CONTACT THE LAN / 18 Condition-Good eansent of ColeJenest & Stone, P.A. is prohibited.
FESCUE STRAW LIME & FERT ENVIRONMENTAL CONSULTANT FOR CLARIFlCATION WHEN EXISTING SITE TS-92 American Sweetgum 1. 12 Condition-Good
GONDITION5 APPEAR DIFFERENT FROM THE INFORMATION PROVIDED. T5-93 Water Oak fi 29.48% CAYENNE FALL FE5CUE fi Condition-Good ColeJenest & Stone, P.A. 2010
4. EXISTING TREES IDENTIFIED WITHIN THE SCHEDULE BUT NOT SHOWN ON THE TS-94 Red Maple 1~ 14 Condition-Good
24.88% BLADE RUNNER TALL FESCUE PLAN ARE TO BE REMOVED BY THE CONTRACTOR. TS-95 fled Maple 1E 16 Condition-Good
19.55% CROSSFlRE II TALL FESCUE T5-96 White Pine 1~ 14 *Paor Condition STORE NUMBER 13036
14.87% GREENSKEEPER TALL FESCUE TS-97 Red Maple 6 6 Condition-Good PROJECT NAME
10.61% DYNASTY TALL FESCUE TS-98 Red Maple 6 6 Condition-Good
00.61 INERT MATERIAL TS-99 White Fine 6 6 *Paor Condition
TS-1D0 Red Maple 8 8 Condition-Good
TS-101 American Sweetgum 11 10 Condition-Good HWY 16 AND HWY 73, DENVER, NC
NDTE: SEE CV 6.0 FDR WALGREENS LANDSCAPE PLAN. T5-102 White Pine 6 6 *Paor Condition
SEE CV 6.1 FOR SEED LIMITS WITHIN ADJACENT DEVELOPMENT PARCEL. T5-103 Carolina Holly 6 6 Condition-Goad DRAWING TITLE
SEE CV 6.3 FOR PLANTINGS WITHIN BUFFER ENHANCEMENT AREA. T5-104 White Pine 1f 16 *Paor Condition BUFFER TREE INVENTORY
T5-105 Pin Oak 8 8 Condition-Good GADD PLO`f: SCALE: 'I° ~ 30' DRAWING N0.
N DRAWL BY:
VOID PLOT: DJM CV6.2
SCALE: 1 „ = _20 DATE: 07/92110 SUPERSEDES
1 10 20 40 PLAN DATED: REVIEWED BY:

-
~o ° o a a
, ~ ~ . \ PLANT SCHEDU LE ZONE ~
1 4r. $H ~ , f 5YM ~ COMMaN NAMB BOTANICAL NAME SIZE SIZE ROOT SPAC'G NOTES FACILITIES PLANNING, DESIGN, & ENGINEERING
~ 1 ~ ~ \ ~ ~ , 1 1 106 WILMOT ROAD
~ 1 ! 1'REBS DEERFIELD, IL 60015-5105
~ ~ _ :I~, ~ ` t ~ I p ~ BLWI 4 SALIX NIGRA BLACK WILLOW 2.5-3
2.5-3° B&B A.I. CONSULTANT PROJECT N0.50243 GAL
~ 1 RO \ s \ ~ ~ i J r ~ j ~ AL ~ : WIRE , ~ \ 6 1\ ~ , ` ~ ~ \ ~ ~ I ~ I ~ SY 3 PLATANUS 5YCAMORE 2.5--3° 2.5-.s° B&B A.I. ~ PROJECT TYPE
~ P;4 . ~ \ ~ ~ I f ~ OCCIDENTALIS CAL -r ! f CAL SITE ~ DRAWINGSISPECIFICATIONS BY:
_ ~ y ~ ~ _ ° ~ 1 WIBE ',~t \ 1 ~ f ~ PO 3 UERCUS " f`\ f, ~ 1 • I I . Q PIN OAK 2.5-3 2.5-3" B&B A.I.
~ ~ ~ 1 ~ `'!L , ~ I f I / / I • ~ ~,.~~v/ PALUSTRIS CAL CAL ~ ?WALGREENS'
~ ' ~ I I ~ I l ~ 1 5W 5 U UIDA B n ~ ; ° ; PA t ~ f / / / ~ ~~ti Q MAR SWEETGUM 25-3 25-3" B&B A.I, p,C ~ ®LANDLORD'S CONSULTANT
~ 1 1\ ~ ! ! I /i l ~ ~ ~ STYRACIFLUA CAL CAL , V ~ ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
~ ~ ~ 5 / f ) f f f i ~ RIBI 4 BETULA NIGRA REVER BIRCH 25-3" 25-3" B&B A.I.
\ ~J r ~ \~i / / / CAL r,~ , H ~ , f ~ 1 CAL _,(7 ~V ?WALGREENS' CONTRACTOR
. - ~ ~ ~ \ C \ WICU 25 WILLOW CUTTINGS A.I. ~3 ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
i/ ~ ' BOX ' 1 1 ~ ~ \ ~ STORE BUfLDING
~ r : ~ > PA '1 SH , ` ~ ~ ~ / ~ ~ \ SHRUBS ~s• ~ _ ~BDX _ ~ ~ ~ f
~ ~ l H8 i6 VACCINIUM HIGHBUSH BLUEBERRY 30"-36° 30"-36° HT. CONT. A.I. NEW
~ ~ i ~ \ ~ ~ ~ CDRYMBOSU ~ t \ , ' ! ~ t' f ~ M 5 GALLON 5 GALLON NEW
' s 'l 1 ~ PAS ; S v ~ ~ . ~ t, d y ~ P ~ ~ / ~ WH 26 HAMAMEUS WITCH HAZEL 30"-36" REMODELWG......? 30"-36" HT. CONT. A.I. EXISTING , ?
Y° ~ 1 ; e ~ ~ / f' j/ VIRGINIANA 5 GALLON ~ ~ . ®i ~ WIBE , ~ ~ s WIRE , , 5H ~ ~ l 5 GALLON RELOCATION ?
BOX ~ ~ ~ ' SP 17 UNDERA BENZOIN 5P1C ~ 7~~ / EBUSH 30°-36° NEW SHELL ONLY ? 30°-36° HT. CONT. A.I. VICINITY MAP OTHERS.........?
,i , j PA ~ ®SH 5 ~ \ ~ / Il , ~ 5 GALLON 5 GALLON
~ ~ ~ S S \ 4 ~ ~ f IW 11 CARPINUS IRONWOOD 30"-36" / ~ ~ 1 ,t l
~i° ,BOX , = WIBE ~ r e 1 \ \ , ~ . / / 5 GALLON ~ , ~ CAROLINIANA ~ / I i l I TSf / ~MV i~ wl ~ \ I 5DGALLONHT. CONT. A.I. NOT TO SCALE
^.PA . - PA ~ 5 5 \ j l ~ r f AH 2O ILEX OPAGA AMERICAN HOLLY 30°-36" = r' AP s ~~6 S ' , \ 1 j f 5 GALLON 30°-36" HT. CONT. A.I. 5 GALLON
- ,j; / ti,~ AP iTi ~ BE - 5 ~ ~ ~l' f P~ n n ,BD ~ 1 ~ J ' - O I 1, f./ / GRDO 14 CORNU5 RACEMOSA GRAYSTEM DOGWOOp 30 --36 3D"-36" HT. CONT. A.I. EXISTING BOUNDARY, PHYSICAL, AND TOPOGRAPHIC INFORMATION OBTAINED FROM
~ ~ ~ S e ' / I MV ; SIWI V 1 ~ ~ S 5 i 5 GALLON ~ PA S ~ Il r I 5 GALLON "ALTA/AGSM LAND TITLE SURVEY PREPARED FOR MORGAN PROPERTY GROUP DF
- PA ~ "S A 1 ~ 5 s ,1 l l I~P ti- ~i f ! ~ / AW 18 VIBURNUM ARROWWOOD 30"-36" I 30"-36" HT. CONT. A.I. PROPERTY AT THE INTERSECTION OF HIGHWAYS X16 AND X73, LINCOLN COUNTY,
~ ,80~ SIWI ~ lIWIBE" 1 , ~ . ~0 IW / / j DENTATUM 5 GALLON ~ ® _ s I 5 GALLON NORTH CAROLINA," BY R.B. PHARR & ASSOCIATES, P.A., DATED MAY 19, 201 D, PROJECT N0. G121, JOB N0. 76178.
° ~ I ~ i. PA ~ GRDO- - IW GRDO / SIWI P ~ 1 _ GRD ~ ~ / ~ PC 21 ECHINACEA U _ E'A S6~WI / ~ . / ~ ~ P RPLE GONEFLOWER 30°-36" I 30°-36" HT. CONT. A.I.
~ / ~ PURPUREA 5 GALLON ~,l _ _ , 5 GALLON GENERAL NO I cS
/ - ~ ~ WIBE S ~ GRDD g ! n n F'; BO ~ ~ N _ J f ~ PA 11 RHODODENDRON PINK AZALEA 30 --36 I 30"--36" HT. CONT. A.I.
_ ~ A. ~ ~ - , ~ PERICLYMENDIDES 5 GALLON \ - ` S / / 5 GALLON 1. TREES SHALL BE PLANTED AT A MINIMUM RATE OF 320 SEEDLINGS PER ACRE
F _ ~ ~ _ ~ _ . _ ~ ~ MV 1 ~i PLA 2 SHRUBS SHALL BE PLANTED AT A MINIMUM RATE DF 1,000 PLANTS PER j
_ _ . - • NT SCHEDULE ZO NE 2 ~ p G D BOX AP 1 v' ~ f ACRE. Lahti Alahhih~
j ~ ~ 1 , ~ 7 ~ ~ ~ - ~ A ~ ~ TREES 3. AT LEAST 5 SPECIES (3 TREES AND 2 SHRUBS) WILL BE PLANTED WITHIN Landscape Architecture
- - / o-! , ~ - v' , ~ ~ . U ~ RM 4 ACER RUBRUM RED MAPLE 2.5-3 EACH ZONE. SPECIES SELEC1lON WILL VARY ACCORDING TO SITE CONDITIONS,
V~ . ° ~ - BOX M A ,P~., ti - r'' ' CAL CAL 3" B&B A.I. TOPOGRAPHY, AND SPECIES AVAILABILITY. CiVrl Ehf~liieerlh~
Y ~ r F r ~ ~ ` ~ f 4. 1 i~ ~ " A/ ~ ~ ~ \ i%~,,,- ~ ~ , ,r/ ~ WO 2 QUERCUS ALGA WHITE OAK 2.5-3 4. PLANTING MATERIALS WILL BE IN THE FORM OF BARE ROOT STOCK, Urban Desi 2.5-3" B&B A.I. CONTAINER PLANTS, LIVE 5TAKES, AND/OR LIVE WHIPS. ~h
~ ' ' ~ ~ . , / CAL CAL
V. ~ / S u,;,_;, / / WA 3 FRAXINUS " y,, ~ .AF ~ I.. , WHITE ASH 2.5-3
M~ ~ j r Er S ~ , . ~ . _ * ~ ~ r\. / ~ AMERICANA CAL ,.,BOX. ~ ~ S S ` J / d CAL 3" B&B A.I. 5. ENHANCED R ARIANEB FFERPANp WILL DEMONSTRATER OMPLIANCEOWITH E ZOO SoutGi T1'~ah StYeet SUCCESS CRITERIA TO BE DETERMINED IN FINAL SITE PLAN DOCUMENTATION.
~ . / ; F ` MV S ~ BL ~ ;''~;c ~ ~ - ~ ~ / NM 2 ACER NORWAY MAPLE 2.5-3 2.5-3" B&B A.I. Suite 1400
1 ! ' ~ ~ PSEUDOPLATANUS GAL GAL 6. NO GRADING SHALL TAKE PLACE IN THE AREAS SHOWN AS UNDISTURBED Charlotte, North Carolina 2802 BUFFER AREA ON THE SITE LEA5E PLAN. THESE AREAS 5HALL BE CLEARLY
~ ~ M a 5 S / 5 \ ` '1 ~ / , / ~ . J C SHRUBS I ~ ® `~'",,.?RBI ~ / MARKED ON THE SITE WITH AN ORANGE CONSTRUCTION FENCE BEFORE Te1704.376. 155
\ 5 GRDO r ~ • k' ~ ~J, ~ ~ ~ O / / HU i 6 VACCINIUM HUGKLEBERRY 30"-36° CONSTRUCTION BEGINS. THESE AREAS SHALL BE MAINTAINED IN COMPLIANCE 30"-36" HT: CONT. A.I. WITH 5ECTION 3.4.11.C OF THE llNCOW COUNTY UNIFIED DEVELOPMENT Fax [phone]
~ ~ ~ I ~ ~ { I ~ ~ ~ / / SCOPARIUM 5 GALLON 5 GALLON ORDINANCE. TREES MAY BE CUT OR LIMBED WITHIN ANY NCDOT-REQUIRED
_ 5 ,-~c~" , ~ ® / p6 / HS 21 DIERVELLA BUSH HONEYSUCKLE 30 -36 I SIGHT TR]ANGLE. u~ww.calejeheststohe.com 3O"-36" WT: CONT. A.I.
~ 1" S ® GRD ,,;.-r'~--~~f,i ~/1- I / I LONICERA ~ S r~ r' PA / 5 GALLON 5 GALLON 7. A DNE-YEAR TREE/SHRUB REPLACEMENT WARRANTY WILL BE IN PLACE AT
i \ 1 ~ ~ a l.~<_`.~- f P, ~ • ~ 1 MYRICA CERIF~RA SOUTHERN 8AY$ERRY 30 -36 I 30"-36" HT. CONT. A.I. THE END OF THE FIRST YEAR, ALL SPECIMENS THAT pD NOT SURVIVE MUST
. , , , ~f%~ g i g ..rr~ . / ~ a / ~ 5 GALLON 5 GALLON BE REPLACED. ESTABLISHMENT PROCEDURES, SUCH A5 CONTROL OF INVASIVE WEEDS, ANIMAL AND VANDAL DAMAGE, MULCHING, RE-STAKING,
~1 \ 1 / d d 2 / ~ ~ ` / 1 ~ IW IW ~ -I.W1:s' \ / ~ / PA 2 RHODODENDRON PINK AZALEA 30 -36 } E . ,B ~ / 3D"-36" HT. CONY: A.I. WATERING, AND MESH OR TUBE PROTECTION REPLACEMENT SMALL BE
~ ~ , w fr , ` 1. I Q ~ S 0 / ~ RIBI ,i i~ ~ , / PERECLYMENDIDES 5 GALLON s ,Q / / C l I / A / ~ ~.J r7 / n n 5 GALLON IMPLEMENTED TO THE EXTENT NEEDED TO ENSURE PLANT SURVIVAL STAKING MUST BE REMOVED AFTER ESTABLISHMENT APPROXIMATELY TWELVE (12}
e ~ ~ ~,f SL 20 LESPED - ; ~ ~ I/ S A f).. / / EZA SHRUBBY LE5PEDEEZA 30 -3fi F ~ i ~ ~ ~ C ;r 0 1~,~ / 'U / BICOLOR 5 GALLON 30"-3fi" HT. CONT. A.I. MONTHS TO PREVENT GIRDLING (STRANGLING) OR ALL WOODY PLANTS.
/ x \ ~ 1 / 1 ' C ~ ~ 1 PC 22 ECHINACEA PURPLE CONEFLOWER 30 ~•36" 5 GALLON
\ fr , C r a / F ~ G I ~ 1 / \ ~ ~ ~ ~C=K~,,1 yw / / G a ? ,r ~J~ / / PURPUREA 5 GALLONHT. CONT. AJ. LandQuest Ventures, LLC
1 ? '`~g ~ f IW ~ -I / 5 GALLON Environmental S e r v i c e s
L ~ e! _ ~ _ ~ / / ~ PLANT SCHEDULE . - ZONE 3 3D0 HOLMES BOULEVARD
/ YORKTOWN, VIRGINIA 23692 (717).268,9480
\ y . \ \ ~ \ / ~ ~ a/ / 0 / / / ` ~ / / ~ TREES
V ~ ~ ~ i RIBI \ 0 ~ S I ~ ~ ~ ~ / ~ ~ ~ I ~ ~ ~ WO 2 UERCU5 A - " ~ \ ~ ~ / i!~ / ~ ~ / ~ / Q LBA WHITE OAK 2.5 3 2.5-3" B&B A.I. MAINTENANCE NOTES
/ / CAL
\ ~ \ / / ~ , i ~ -r . ~ / ~ / WA 1 FRAXINUS WHITE ASH 2.5-3° 2.5-3" B&B A.I. 1. MAINTENANCE WILL BE REQUIRED TD FILL GUWES, REMOVE WEEDS, REPAIR
~ ~ ~ ~ / ,r ~ / AMERICANA / ~ \ I~ cAL CAL STREAMBANK EROSION, AND PROTECT AGAINST WILDLIFE DAMAGE AND INSECT AND DISEASE PROBLEMS. MAINTENANCE MUST BE CARRIED OUT WITH MINIMAL
~ ~ \ ~ / _ ~ ! / / J RO 3 QUERCUS FALCATA SOUTHERN RED OAK " 2.5-3" B&B AJ. IMPACT IN ZONES 1 & 2 1 09113110 DJM PER WALGREENS COMMENTS
~ / CAL CAL 2 REMOVAL OF NATURAL LEAF LITTER FROM THE BUFFER 15 STRONGLY 2 09129110 DJM PERMIT REVII=W
\ ~ \ ~ , ~ / NM 2 ACER NORWAY MAPLE 2.5-3 p \ ~ ~ ~ - ~ / ~ PSEUDOPLATANUS CAL, 2.5-3" B&B A.I. DISCOURAGED. WHERE THIS NATURAL MATERIAL IS NOT PRESENT, ORGANIC OAL MULCH SUCH A5 WOOD CHIPS, TREE BARK, AND PINE NEEDLES SHOULD BE
~ 'C - r / / ~ - _ _ , ~ ! 1 / SHRUBS 0 \ ~ ~ / MAINTAINED AT A MINIMUM DEPTH OF 2 INCHES OVER THE ENTIRE BUFFER. WATERING MAY BE NECESSARY IN THE INITIAL YEAR OR DURING PERIODS OF
/ / \ C \ \ ~ \ i / BS 39 RUDHECKIA HIRTA BLACK EYED SUSAN 30 -36 F 30"-36" HT. CONT. A.L DROUGHT.
~1 \ \ 1 i - / / \ ~ \ c i / ' S GALLON 5 GALLON 3. PERIODIC THINNING AND HARVESTING OF MATURE TREES IS RECOMMENDED TO
~ w / V / / ~ ~ ~ ~ ~ ~ / ~ PC 6 ECHINACEA PURPLE CONEFLOWER 3D°-36° I- ~ \ / 3D°-36° HT. CONT. A.I. MAINTAIN HEALTH AND GROWTH. THINNING OF TREES WITHIN THE BUFFER GAN
~Q i` 1 / ~ PURPUREA 5 GALLON 5 GALLON BE ALLOWED PROVIDED THAT THE MINIMUM TREE DENSITY REflUIREMENT SPECIFlED ABOVE IS FULFILLED AND NO TREES LARGER THAN 2--INCH
/ \ ~ / SH 11 HYDRANGEA SMOOTH HYDRANGEA 30 -36 h \ \ ~ ~ ~ r f I / Q / ARBORE5CEN5 5 G 30"-36" HT. CONT. A.I. DIAMETER ARE REMOVED (EXCEPT WHEN DEAD OR DISEASED).
/ \ / ~ ALLON / ~ w J / 5 GALLON
~ ~ ~ _ ~ F JAPR 9 LIGUSTRUM JAPANESE PRIVET 3O"-36" F. \ ~ , _ ~ ` ~ \ I I ~ JAPON]CUM 5 GALLON 3D"-36" HT. CONT. A.I. 4. FERTILIZATION AND LIMING ARE RECOMMENDED DURING VEGETATION ESTABLISHMENT. HOWEVER, LONG TERM FERTILIZATION AND CHEMICAL WEED N0. DATE BY DESCRIPTION CONST 5 GAL10N CONTROL SHOULD NOT BE NECESSARY.
\ ~ ~l ~ / f ` FB 10 C \ ~ F ~ HAMAEBATIARIA FERNBUSH 3D -36 h
~ 1 aNC~ MEDIAN MILLEFOLIUM 5 GALLON 50GALLONHT. CONT. A.I. 5. WEED CONTROL INCLUDE FOUR (4) TO 51X (6} INCHES OF WELL-AGED REVISIONS
- 1 S / 4 BOX 11 BUXU5 BOX WOOD 30 -36 H HARDWOOD MULCH. WEED CONTROL SHOULD BE CONTINUED FOR THREE {3) CERTIFICATION AND SEAL 30°-36° HT. CONT. A.[. YEARS FROM THE TIME OF PLANTING.
~ r' ~ r ~ SEMPERVIRENS 5 GALLON .i Q 5 GALLON
~ \ Q WIBE 13 ILEX WINTERBERRY 30"-36" H 6. IMMEDIATELY AFTER THE RESTORED RIPARIAN BUFFER IS ESTABLISHED ANY 30"-36" HT. CONT. AJ, ~IIUU/!l/ ~;~~munu
,f VERIIGILLATA 5 GALLON OS" -2" TYP• ° 5 GALLON NEWLY PLANTED VEGETATION WILL BE WATERED TWICE WEEKLY (IF NEEDED) ,~li~ & l~~~i NORTH''''' : ' ~ FOR UP TO SIX (6) WEEKS. ,11~ F,S ST~~= OF C
SIWI 8 SALIX SERIGEA SILKY WILLOW 30°-36 H 30°-36" HT. CONT. A.I. ~ • RQOR,~ 0 ~ ,:`w ~pNOS 's
butt end 5 GALLON Fiat [ut DETAIL MV 11 VIBURNUM MAPLE LEAF VIBURNUM 30"-36" H 7. ONCE A YEAR ZONE 3 WILL BE RESEEDED TO MAINTAIN DENSE GROWTH. \ ~ ~ ' ~ ~ ' ~ ' o 5 GALLON ~ \ W : SEAL ~ ~ Q TWO TD THREE TIMES A YEAR, ZONE 3 WILL BE MOWED AND THE CLIPPINGS ~ ~ : c-roar ~ _ : ~
Rf1% Length Live Stakes Should Be Lung ACERIFOLIUM 5 GALLON 3D°-36" HT. CONT. A.I. HARVESTED TO PROMOTE THE GROWTH OF THICK VEGETATION WITH OPTIMUM a O :yo,~~C ~ ~`w ° ~3 y.:~
Buds Pointing Enaugh Ta Reach i3elaw The 5 GALLON POLLUTANT REMOVAL EFFICIENCY. TURF GRASS SHOULp NOT BE CUT SHORTER THAN THREE (3) TO FIVE (5) INCHES AND MAY BE ALLOWED TO GROW AS ~ v 1~~'
Upwards Finished Groundwater Table. Typically PA 21 RHODODENDRON PINK AZALEA 30"-36" H u~ 2 - Long. PERICLYMENOIDES 5 GALLON 30"-36" HT CONT. A.I. ~ 1 ' 5 GALLON LIME WILL NEED T012BEI ADDED. ONCE A YEAR, SOIL PH WILL BE TESTED AND ~i~i~f~!///n~j~~~~~1 f! ..N.O;'~P~~~•`
L Grade After Installafian, Eleanly Cut ~ - NOTE: SEE CV 6.0 FOR WALGREENS LANDSCAPE PLAN. nu«~ 09/29/10
Exposed 51ake To Approximately - SEE CV 6.1 FOR SEED LIMITS WITHIN ADJACENT DEVELOPMENT PAR( ~ELOPMENT PARCEL
3" In Length, [ur At Slight Angle. - SEE CV 6,2 FOR SEED LIMITS WITHIN BU ~ ~ ; 1 ~ FFER ENHANCEMENT AREA. - +iCEMENT AREA. The drawings, the project manual and the design shown
~ ~ ; , v PLANTf NG NOTES
eU9'° Len Eh ~ ~ » , ' '4-`, i r3, q ~ r ~ theron are instruments of ColeJenest & Stone, PA. The reproduction or unauthorized use of the documents without
' ~ 'y 7 ..i ~ - i. ALL LANDSCAPE MATERIAL INCLUDING GF r k I i IN GOOD TOPSOIL NATIVE UNDERLYING water Table 1 f; L (INCLUDING GRA55 MIXTURE) SHOULD BE PLANTED 8. TREES PLANTED ON SIDE SLOPES LE55 THAN FOUR (4) FEET HIGH MUST BE consent of CaleJenest & Stone, P.A. is prohibited. ~ UNDERLYING SOILS MAY BE SUITABLE FOR SMALL CANOPY TREES (LESS THAN TWENTY (20) FEET IN MATURE HEIGHT)
_ l~°'' ~ ~ •rQl PLANTING IF AMENDED WITH 4 INCHES OF TH 4 INCHES OF WELL-AGED COMPOST 11LLED INTO AND HAVE A FIBROUS ROOT SYSTEM.
- - -r- ^'i ' Iii' THE SUBGRADE. COMPOST USED SHOULC ' COMPOST QUALJTY. ~T USED SHOULD MEET SPECIFlCATIONS FOR GRADE A CaleJenest & Stone, P.A 2010
Roofing End '~,1: Angle Cut i ~ ;1„ 9. TREES WILL BE PLANTED APPROXIMATELY AT A DENSITY SUFFICIENT TO PROVIDE 32O TREES PER ACRE AND SHRUBS SHOULD BE PLANTED AT A
2 SOILS WILL NEED TO BE EVALUATED PRIG DETERMINED EF TREES AND SHRUBS TO B VALUATED PRIOR TD PLANTING. IT WILL BE DENSITY OF 1,OD0 SHRUBS PER ACRE TREES TD BE PLANTEb IN THE
ENRICHMENT 501E MATERIAL OR COMPOST D SHRUBS TO BE PLANTED WILL REQUIRE ADDITIONAL ENHANCE BUFFER WILL HAVE A MINIMUM OF 25 DBH. TREES WILL BE STORE NUMBER 13036 AL OR COMPOST TOP DRESSING DEPENDING ON BALLED AND BURL.APPED. SHRU85 ARE TO CONSIST OF A MINIMUM
RESULTS OF THE SOIL ANALYSIS. IALYSIS. 5-GALLON CONTAINER. PROJECT NAME
i 3. TREES OR SHRUBS SHOULD BE PLANTED ~ BE PLANTED IN CLUMPS TO FORM 'LANDSCAPE 10. GRASSES NEEp TO BE PLANTED ND LATER THAN NOVEMBER AND EARLIER
ZI Q.C. ROWS D.C. 51-agaered Rdurs ISLANDS' RATHER THAN EVENLY SPACED. :VENLY SPACED. THIS 15 NECESSARY IN ORDER TO THAN M[D MARCH. SOD 1S RECOMMENDED. IF PLUGS ARE USED, TWEY NEED
~ STREAM , ZONE 1 -WET/MESiC i ZONE 2 - ME51C i ZONE 3 - GRASSY UPLAND ~ PROVIDE EASE OF MAINTENANCE. 4_0 30 FT 20 FT 50 :NANCE. TO BE 6-12 INCHES APART AND PLACED AT A RECOMMENDED DEPTH OF ONE (1) INCH. HWY 16 AND HWY 73, DENVER, NC
} ~ 4. WHENEVER POSS[BLE, CLUMPS SHOULD BE IMPS SHOULD BE PLANTED AT LEAST SIX FEET
® ~ ~ APART. WHERE TREE FOLIAGE EXTENDS ° SETBACK SHOULD BE COUNTED FROM THE )LIAGE EXTENDS LOW TD THE GROUND, THE 6-EDDY 11. VEGETATION SHOULD BE PLANTED WITH COLOR FLAGGING TO MAKE THEM 1NTEb FROM THE OUTER DRIP LINE OF EXISTING EASIER TO FIND DURING MAINTENANCE AC71UI11ES. TREE PROTECTORS CAN DRAWING TITLE
° ~ ZONE 1 ZONE 2 ZONE 3 N N MATURE TREES. ~ ® ~ ® CLOSEST TO WATERWAY, PLANTED WITH PLANTED WITH SLOWER-GROWING AREA OF COMBINED SHRUB BE USED. PLANTINGS ARE SUCH THAT THE ROOT COLLAR IS SLIGHTLY BELOW
AND 5. TEN (10) SPECIES OF TREES AND TWENTI THE 501E SURFACE. 501E MU5T BE FlRM AROUND THE ROOTS. TREES MUST BUFFER ENHANCEMENT PLAN :ES AND TWENTY-ONE (21) SHRUB SPECIES ARE TD BE IN AN UPRIGHT POSIT10N AND NEARLY EVEN WITH GROUND LEVEL
FAST-GROWING TREES AND SHRUBS TD HARDWOODS AND SHRUBS. PROVIDES GRASS/FORE SPECIES. WILL ACT AS BE PLANTED SEE MATERIAL LIST . THER REDUCE'ERDSIDN, REDUCE NUTRIENT RUNOFF, SHADING AND NUTRIENT REDUCTION. AN INITIAL FILTER DISP ~ ~ ® ~ ® ~ ® ~ ~ ERSING WATER m FnliR la1 IINIIFIZC7IIGV CWRIERC Cf1p AL LIST). THERE ARE TO BE AT LEAST THREE (3) CADD PLOT: SCALE: 1 - 2D' DRAWING N0.
V CWRIERC Cf1p CIlGI7V r1AIC l11 (•AAInoV Torr Tn ~n ui ~n~ir n rnu it Tn rn~nmrn rn . u,auuu.
ANU lU MUViUt bHAUINU ANU 1tWtNAlUKL FLOW TO MINIMIZE EROSION. PROVIDE STRUCTURAL DENSITY. VyJ L --".1 vnnv, i%LL iv c ?r cUir~ c oUlL- w IU 3%,JAnlnCU IV M MINIMUM Ur rUUK [4f INI;PitJ. It VSITY. NECESSARY, ADD TOPSOIL AREAS IN ZONE 3 REQUIRING SODDING OR GRASS
TOP TOP MODERATION. WILLOW CUTTINGS ARE ADDED TO PROVIDE BANK STABILIZATION. 6. SHRUBS ARE TO BE PLANTED AND DISTRI PLUGS WILL BE RAKED TO A UNIFORM FINE TEXTURE. THESE AREAS ARE N DRAWN BY:
RIPARIAN BUFFER IN ORDER TO REDUCE I ITED AND DISTRIBUTED DENSELY THROUGHOUT THE TO BE MOISTENED BEFORE PLANTING. WATER THOROUGHLY AND ALLOW VOID PLOT: DJM ER TO REDUCE LIGHT PENETRATION AND SURFACES TO DRY BEFORE PLANTING. CV6.3
Adapted From USDA-SCS (1994) RECOLONIZATION BY INVASIVE EXOTIC SPE SIVE E XOTIC SPECIES. LD NOT BE PLANTED WITHIN 10 FEET OF THE SCALE: '~"=Z0` DATE: 07!12!1 D
7. SHRUBS IN ZONE 3 SHOULD NOT BE PLAI
LIVE STAKE DETAIL 3 ZONE BUFFER APPROACH PROPOSED STORMWATER OUTFALL CHANNI OUTFACE CHANNEL SPECIES HAVING ROOTS THAT mm" SUPERSEDES
1 SEEK WATER (E.G. HYDRANGA, FERNBUSH N.T.S. N.T.S. FEET OF THIS STRUCTURE (IF POSSIBLE). NGA, FERNBUSH), SHOULD BE AVOIDED WITHIN 50 PLAN DATED: REVIEWED BY: (IF POSSIBLE). 0 10 20 40

8
MA) 1' MAX. 19-GAUGE HARDWARE CLOTH p 0 ~ 0 D D
MIN. W 2'-0" MIN. MESH OPENINGS)
A A ANRAL GRADE SPILLWAY FACILITIES PLANNING, DE51GN, & ENGINEERING _
~ _ CREST ti-,~'"=---=.. = 306 WILMOT ROAD
II ~ RIP RAP ~ = ~ 5 WASHED STONE u ~ DEERFIELD IL 60015-5105 , ~~i~~
H ~I I I > !'~~;--1~ Tr 1 NCDOT ,~5 DR „57 v 12' THICKNES5 3 CL 1 ~~iti~-1~ WASHED STONE .
v° o RIP RAP ~~ff`p~li~~.-ji~~~/~i7 _ W 1:....l.r-++%'r.~ ~y.^1~~'v~r7 .f''~i w~ w"uy~..~." CONSULTANT PROJECT N0.50243
PROJECT TYPE
- DRAWINGSISPECIF[CATIONS 8Y:
4 N0. 5 WASHFA STONE ~ .:x ~,r~.'?'~~ NCDOT TYPE 2 FlLTER FABRIC JI~I~UL~~'U~:,f~~YR - - ~r 16° MIN.
NOTE: MINIMUM H=2 3 ~ ~ PIPE DIAMETER - FILL SLOPE ?WALGREENS'
do =PIPE DIA f i• e~ L t`~ ~ j ,ate ~CJ~~ 1~%li' r~ Lo -APRON LENGTH SECTION B-B ~ 1,..~ ,:T..,_.,~~ r._<.~.. ~,...r,.~ ® LANDLORD'S CONSULTANT 2'
W =APRON WIDTH ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
3 X PIPE ~ MIN B SECTION A--A d =APRON DEPTH PLAN
NOTES: W (SPILLWAY) 2' MIN. ? WALGREEN5' CONTRACTOR COMPACTED ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
i. RlPRAP SHOULD EXTEND UP BOTH 51DE5 OF THE APRON AND AROUND THE END MIN 2/3 STREAM WIDTH FINISH GERM
Lo OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF FlLTE. ' 21 ANO A HEIGHT NO7 LESS THAN TWO THIRDS THE PIPE DIAMETER OR WAT FlLTERED NATIJ GRADE STORE BUILDING WATE ~ - ~ RAL
SLOPE 0 % CULVERT HEIGHT. FLOW n~,.-1~ ~,s 1' MIN. BELOW LOWEST 2 THERE SHALL BE NO OVERFLOW FROM TWE END OF THE APRON TO THE BANK LEVEL (MIN) GROUND
SURFACE OF THE RECEIVING CHANNEL THE AREA TO AE PAVm OR RIPRAPPED ~ _ Sel 7~ : ~~d t~
a**~ SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALT. BE AT THE ~II~~J'~"' ~ - ~II"°III-iI SAME GRADE HUSH WITH THE SURFACE OF THE RECEIVING CHANNEL THE _ 1~'P`~h;~ ~w°~'~~"'"~~ .I I ~I I ~I I ~I I ~I I I~ I I I I ~ I ~ ~ ~I I I= ( ) 00~000~~0 ~ ~ , f ~ ~ ~ ~~'`o~`~,~'`~'~.\ t ~;!~C~?i`,~, : ~Nq ~R NEW
I- -I APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. -~I--/~•-I; ~~?~}-=JIB;: ~I I I I ~I I C I ~I I ~ I=~ ~ ~=I ~ ~~I I ~='li~ r'•'-I~I-`~'-1~~1-'. 'LJ~~~~~ll~~ Tf? , ,,a ~ A( REMODELING . ~i - ~_~`~`°ti\':v.~/,~~~~~~:<°;~ N~%~/~,`/,<;>`.t•~~~4'~'~\0~0~ EXISTING........ ?
=11 „ ~~11~11~~11~~ I~lil~l~lll- 3. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GREATER. RIP RAP NCDOT NCDO OR ~ 71 -~i '~./~C • 1~~.~1~,'fJrf°~/ ~"%x,~`/?./jf~'„Y`~/il~=' \NO RELOCAT WA5HED STONE ~ • !h~~ NEW SHELL ONLY ?
SECTION B--B was d Filter blanket 4. THE PLACING OF Flu., EJTHER LOOSE OR COMPACTED [N THE RECEIVING FLOW ~ 5 WASHED STONE T ~ ~ ~ ,Y . ~ \ ~\`;~..~;;'~~i' `~w~r~;:.~`d'?~~~:1- ION ? f~, OTHERS ,
NCDO7 T e 2 4" - No. 5 washed stone (~IANNEL SHALL NOT 13E ALLOWED. 12" THICKNE55 GENERAL NOTES: YP
Filter Fabric 5. ANY DISNRBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST BE A 1. UNIFORMLY GRADE A SHALLOW DEPRESSION E W DEPRESSION APPROACHING THE INLET.
SI=CTION A--A STABILIZED.
,~w. C. ; 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO TH ~;,~,s;:_,~~'~..'~'.:~,;~, SPACE P05TS EVENLY AROUND THE PERIMETE 2 FEET INTO THE GROUND SURROUNDING THE INLET'. ID THE PERIMETER OF THE INLET, A MAXIMUM OF 4
B B FEET APART. NOTE:
RIP RAP APRON CHART ~ . ~ ~ ~ , r ~..a~.i~ ' 'i ~ ~ -=`}C 3. SURROUND THE PD5T5 WITH WIRE MESH HART WIRE MESH HARDWARE CLOTH. SECURE THE W[RE MESH 1. DITCH SHOULD HAVE MIN. LONGITUDINAL SLOPE OF 1.0%
,;r ~ ~ v~~i~l ~r TO THE STEEL POSTS AT THE TOP MIDDLE i IN. UPSTREA DOWNSTREAM DEPT~f NCDOT ~ Cr' G. TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP 2. SILT FENCE MAY BE REQUIRED BEHIND BERM.
STRUCTURE Da La o a D50 Dmax. 1.5XDmax. DF THE WIRE MESH UNDER THE GRAVEL FOR WIDTH 3xDo WIDTH,D fL CLASS ~ ~ , ~E GRAVEL FOR ANCHORING 15 RECOMMENDED.
f_ I ~C~',I~~ " 'r "'~i '"~'r 4. PLACE CLEAN GRAVEL NC DDT " OR " 7 ; DT ;5 OR X57 STONE) ON A 2:1 SLOPE WITH A HEIGHT
FES-A1 24 16 fi 22 8 16 24 B ( ~ ~ OF 16 1NCHE5 AROUND THE WIRE, AND SM00 MRE, AND SMOOTH TO AN EVEN GRADE.
A PLAN 5. ONCE THE CONTRIBUTING DRAINAGE AREA HA sINAGE AREA HAS BEEN STABIUZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FIN ESTABLI5H FINAL GRADING ELEVATIONS:
6. COMPACT THE AREA PROPERLY AND STABILI~ _Y AND STABILIZED IT WITH GROUNDCOVER. Land Punning
N.T.s. 12 TEMPORARY ROCK CHECK DAM N.rs. 9 HARDWARE CLOTH AfVD GRAI~EL [I RIP RAP APRON GRAI~EL [NET PROTECTION N:r•s. 6 TEMPORARY SILT DITCH N,T•s, 3 Landscape Architecture
Civil Engineering
NOTES: Urban Design
NOTES: q~OgS.•g~'~ 12" MIN OF NCDOT rr5 W=5' MIN. ' MIN.
1. REMOVE WIRE OR NYLON TWINE FROM BALL. 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY OR ,°r57 WASHED STONE 100' MIN. PUBLIC STREET 20~ South. Trgon Street
2. 50AK ROOT HALL AND PLANT PIT VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. T = 1 T= 1.5 MIN. ~ -
IMMEDIATELY AFTER INSTALLATION. 2. THE FILL MATERIAL FDR THE EMBANKMENT SHALL BE FREE OF ROOTS DR OTHER TEMPORARY SEDIMEN 3. SEE ATTACHED LANDSCAPE WOODY VEGETATION AS WELL A5 OVERSIZED STONES ROCKS ORGANIC MATERIAL DR TRAP DESIGN CRITERIA GROUNDi I~ I ~~~....,I ` ; ~ ~ i~ I k -1 I I~ i ~ Sutte 1400 I~~ I~b>I ~~I~~~~ IC~~~~~~l~~lr?
UC ON STANDARDS FOR OTHER OBJECTIONABLE MATERIAL. THE EMHANKMENT~SHALL BE COMPACTED HY 3600 CU Ff /ACRE CONSTR 11 'li II~II I~~III Ih~II~~I-III I~-~I II cI ~C= II~I~II~I Charlotte, North Carolina 2$202
5 TRAVERSING WITH EOUIPMEN7 WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT DRAINAGE _ OTHER PLANTING REQUIREMENT AREA ~ , 4. STAKING REQUIRED FOR LEANING BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED C 5 AG. ti• 5' MAX ~ I i~ l ~ SOIL STABILIZATION FABRIC Ted 704.3 76. 15 ~ 5
TREES DR A5 REQUIRED BY AND OR RIPRAPPED. (ACRES) _ / H fD UNDER STONE 704. 376.7$ 1
CONTRACT. ~ ~ 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS - 5. STREET TREES TO HE LIMBED UP ~ WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DE51GN DEPTH OF THE MIN. 100' MIN. WWti}1.L0~]eYl$StStDY1e.GDYVI
LENGTH 2:1 6' FROM GROUND TO FIRST L1MH5. TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A TD WIDTH _ I-
1_ MANNER THAT IT WILL NOT ERODE. RATIO 1.:5' MIN. a ° ~ , 9~ ~ ~ ~ dal w ' '
4. THE TRAP SHALL HE INSPECTED AFTER EACH RAIN AND REPAIRS MADE A5 3600 NI=CESSARY. MIN. CU. FT. ~ •wu..~ ^~t~ ~ •4. J
5. CDN5TRUC110N OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT { VOLUME PER AC. FILTE FILTER ~ - 'T=.:~.. v~~,;1-.~ ~ , r; ~ i r .i
. ER051ON AND WATER POLLUTION [S MINIMIZED. REQUIRED DISTURBED) FABF s/4 NnoN STRAP s"" SUP KNOT WITH STOP KNOT 6. ALL CUT AND FlLL SLOPES SHAH BE 2:1 OR FLATTER, UNLESS CERTIFlED BY FABRIC m ~ ~ m
(oPnoNAL-SEE NoTe ~a) fi' LARGER THAN TREE DIAMETER REGISTERED GEDTECHNICAL ENGINEER. 435 p~,p,N y~y
ROOT ceaWN ro KFFP MULCH AWAY FROM 7. SEDIMENT BASIN EMBANKMENTS TO BE PROVIDED WITH EROSION CONTROL AND SURFACE
BE AT FlNISH GRADE t1` TRUNK 1" TO 2' STAHWZATI4N. AREA (SQ' 8. STORAGE AREA SHOWN FDR ILLUSTRATIVE PURP05ES ONLY, AND 8. MAY HE REQUIRED PER CFS DESIGN SETTLED TOP OVERFlLL 6" FOR
1'~'><~a' wooD sraKe 'MAXIMUM LAYER OF MULCH CONSTRUCTED 1N ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME Q10 w1TH cENTFRED a/a' HOLE REQUIREMENT IS MET. THE BASIN SHOULD AL50 BE ORIENTED SUCH THAT THE ° MI SETTLEMENT NOTES:
DRIVEN IN UNE WITH STRAP 4" MAX]MUM HIGH ' - WATER BERM OUTSIDE FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS OF • ~ 1. A STABILIZED ENTRANCE PAD OF COURSE AGGREGATE {2"-3" STONE) SHALL BE
FlNISH GRADE OF BACICFlLL THE LONGER BASIN DIMENSIONS. ~q~ 9. REQUIRED 570RAGE IS 3600 CUBIC FEET DF STORAGE VOLUME PER ACRES OF I _ - : ,w .~2 , q~c LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC
DRAINAGE AREA. IF CLEAR WATER FROM UNDISTRUBED AREAS IN DRAINAGE NOTE: 5' MAX: FILL- - L=10' MIN. ~~c~ w ~Q~ ~ ~ ~ STREET. c~ ~P`4- ; / EMERGENCY 2, FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED A5 A BASE FOR THE
UNDISIURBEO SOIL --'k= ~ - ''3~j BASIN ARE TAKEN AROUND DR THROUGH THE DENUDED AREA HY NDN EROSIVE r]~11~1 ~ , ~ - il' fi13 III4`1-: _ . _ r: = 1 BY-PASS 6" CONSTRUCTION ENTRANCE.
..-r:•a~1.,.. MEASURES TWEN BASINS MAY BE SIZED BY DENUDED ACRES. RECOMMENDED , REMOVE TYPICAL EXCESS SOIL .a ~;r _ `l ~ ~t• t'•~':' ~ ' ! PLEASE REFER TO 0 III IIc~,,, ~III~ •z;' ~:x . J~. ~ ~ _ _„z:: a., 3 ~ I~ STORAGE IS 3600 CUBIC FEET OF STORAGE PER ACRE DF DRAINAGE AREA. _s ~ FROM GROWER OVER ROOT z? I ~ ~ , 1,1 a NCESCPDM SECTION X6.60 . ' ~ BELOW SETTLED TOP 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR
SYSTEM, UP TO 1' DEPTH. ,i ~ I---1(i3i~,~ ,tis'; ` -1 ~ ;M ,..I #I~ 1O. THE LENGTH OF THE STONE DUTLE'i SPILLWAY 15 TO BE BASED DNA 10 YEAR 2 TO 3.5 ;;A, ~+3`-~', RE,~cT PLANTS wmi MORE .-r F , ~ J ='~'G~ ~ STORM. FOR ADDITIONAL DE51GN = , . _ ~ SEQ. OF DAM FLOWING OF 5£DIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. 7HI5 MAY REQUIRE _ _ PERIODIC TOP DRESSING WITH ADDITIONAL STONE A5 CONDITIONS WARRANT AND REPAIR
THAN 3' ~;illl~4~ ~ PLANT]NG MEX SPECIFICATIONS REGARDING _ _ _ _ , . ~~1~' (A55PECIFlED) 11. WHENEVER TOPOGRAPHY ALLOWS THE BA51N LENGTH SHOULD BE TWICE 2X THE - N NATURAL GROUND OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT.
~~-~I~I~CI, ~niL ti ~ ,:.,t ~i~ ( ) TEMPORARY SEDIMENT OP i 3 BURLAP '~"i~~r TO LLDW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN ' REMO4ET / u ~ ~pl~ - •II~TIIi~_I BA51N WIDTH, A THE TRAPS. FLTER FABRIC X=7 MIN. 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE 1 09113110 DJM PER WALGREENS COMMENTS
AND ANY NAI1S/P[NS, eTC, - BA5[N WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. REMOVED IMMEDIATELY.
REMOVE TOP 2/3 DF WIRE 8" 6" R00T HALL 6° 8" 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LDW POINT BASKET WHERE PRESENT IN THE BA51N. STAKES SHALL BE MARKED SHOWING THE HALF-FULL, CLEANOUT DATA BLOCK 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED 7O REMOVE SEDIMENT PRIOR TO 2 09129110 DJM PERMIT REVIEW
DIAMETER PO]NT, OF THE BA51N. TRAP VOLUME TRAP SURFACE AREA RAISE PIT BOTTOM 'n) SFI' BUTTRESS ROOTS 13. THE BERM DN SEDIMENT BASINS SHALL BE SEEDED ONCE FlNAL GRADE HAS BEEN TRAP N0. D AREAGE D AREA D Quo Q CLEANOUT H L ENTERING A PUBLIC STREET: WHEN WASHING 15 REQUIRED, IT SHALL BE DONE IN AN AREA
AT THE CORRECT HETGHi. FlRM SOIL UNDER VARIES ACRES ACRES CUBICRFTD. CU6ICDFT SQUIFT P5Q D DEP (FT.) (FEET) RDOr BALL REACHED. THE SILT FENCE MAY BE REMOVED iF PERMISSION HAS BEEN GRANTED ( ) { ) ( ) { ) { H 2 (FEET) {FEET) {FEET) (FEET) STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN
L TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STDGK AMSI, 1990, PART 1, BY THE INSPECTOR AFTER THE GRASS HA5 BEEN GERMINAT® AND STABLE GROUND 1 2.2 2.2 9.20 7848 7$62 4002 4868 1 2 10 AL { 2 10 1.5 5 7
"SHADE AND FLOWERING TREES") FOR EXAMPLE: HA5 BEEN ESTABLISHED. 1 0.8 0.8 3.25 2772 2814 1414 1850 1 2 10 CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. R00T BALL DIA. MIN. ROOT BALL DEPTH 2 10 1.5 5 7
2° 12'-14' 16' 24" 16"
3° 14'-16' 18' 32" 21"
TING DETAIL N,TS. 14 TEMPORARY SEDIMENT TRAP TREE PLAN NTS. 5 STABILIZED CONSTRUCTION ENTRANCE N.rs. 2
N0. DATE BY DESCRIPTION CONST
A
W SLOPE TRENCH 51OE5 SLOPE TRENCH SIDES REVISIONS
, ; A :;c-~~~~~W., 's, STEEL P05T ~ PER OSHA REQUIREMENTS PER OSHA REQUIREMENTS CERTIFICATION AND SEAL
t ~i4l~~(~~ w~-~ ra.,:, ~y, S' MAX.
Install dirt ba filter " C `~~~N', A WIRE FENCING 9 Iii Yn~ r fL`tS,~ .iLd:v. ~U,i . on pump disc[iarge line Diversion Pump , I~i]t ~Ix1' rtt?4~ i.~"~Ma ISf ; ~"~t Illl Ill 11~I 111 Illl 'Ill ~I~l «~l ,~n/,..~,,,, ,,,,,,~??,~ARo~ ,
g W VEN S ~LLT a111~,,F,S~.o& STS ~ .~~~,pe`~oFESS/0 C~,~,';.
fit;. >,r't` ~ ,~~,1 FILTER Oisotia`I' aHoses f~ 2~~° ~~"~1~?,'~ ~~~.`a,_ tigv~~ FABRIC 12" 12" ~ W ' ~ SEAL : t~ ~ ~ r
P Intake ~ h ~~5 rl>t't 1 y n 1 ;1 la , ~ . , ~ Ix- / x , t„i , r 1 h ~ ul Z ; ~ • C-13fi1 ~ ~
li! ~i..+ vrl f^+- f't q Iv,vr. v+. ~ r 1 P ,n .v ,.V..., r'r'.,v , ~ ~ Dewatering Pump tI05e t r ;.,a;=,,~..9y' e j r ra„ r r G ,~rC~,^.. / ~'^C ,`,"``Sr„~;Y,~ j"", i rl,;:r,,'-~',w r ~ OMPACTED ^ixicr+,~'~, "ski r„, I, 1 r•^ a t sir ,c i ~ ,^%,1 c uC.: t r r a '3, ~o c i, 1 t ei ~4,;~~';~~~e,~ SELECT tOI~ INITIAL ~ ~ • y C-163 fie:
'P ia5 neededl }t h V f r i ~>,vn r ,nai.,..r.::. un; :rr r1 ,i 'i ~,w: c:s„.,. FILL I,hlXlvv~/i ~ 1 1 ? 1 I• 1 L"' 7 Y 1 1 I Mn . J ~ ,,..i,.;.;..,~~lv j:i~°~, : h3' i ~Iw..,l:~ ^%,k%~i=•s;a, r.C~;`YKi,..,'(a; ~*r, , v ' rCCI C rYJ :~r!7 ~ X"',.~(,J:~r~ ;.n ' ~ ':~c ~ ~ ~ o D p D 11 . GIN
i. 1 i .i""'.r,.X;,,C.l, / ~X .i:*^ i,,*~i,,, S , ~I., tG..rK I,^.?,. ~ , r i I 1 3., i lr: N°C..~; 1 AAA ¢ n,.l,,,, p,sti Mn ,~:r4..~X:?.)Cki~•,..:.~.k.Y ^,C~` ,.CIrvL`i:~ . ;k}i.l .~I;~ - ~ T 1 ~nl. ~ IL. ~7 ~ t i. a~. ~ ~ , ty~d~. L...~..,.~r-+=- ~ r 1 - 1` -1, rM1~~S~-~.~w) 1 a. + f e r, ~ ! !+1 i ! +~a r n' 1111 T~ ........••;5~~.~ ~ ~ ; M1N HAUNCHING ~~~1//////11~~ '~i ~l} F
O J ~,.T'i iii, t X r IC ?IXs, ~C„ v.r`?r /,nN r ^ t , 1 1 , -r w ~L.;vv ~G"..; ,n„~7J) ?~.h ~ ~Jw ~ ~lkrt;, ~ i i n ' "f%.- nn^ 1 .I u.r.nn. ~~.ri • i A A N \V~ IT rR ~ rv~a. J`.:r 1 IN n- r 1 r r _r _ r i r ~ r. _ r ~ ;,'sr`~G~ ~cti ~rrrrnuui?r???'1Of28/10 .i BEDDING
Flow r ~ F::~~I w ,„11 ~ i ~ ~ 1 ~ 1 ~ ~ - Fl O w p /c rl t / xx € ~ ' 1 "+r ) r,tl+^ I ' J r~- { I ; ~ -rtA r a , ~ _ ~r Work Area I, I ~-s--- INVERT AT EXI511NG ;i - - - - - t Y ~ ; 1r.~„F„ - ~ REQUIRED IF • ~ _ IIII-IIII~II~I~II~I N ROCKNG ~ I~ 1~IIII-III1-11~I
~ ~ 'rITiI boa _ ~ ' , _ - a,;11„ - FLARED END SECI]ON, STREAM CHANNEL - - - ~I ~ r k - ;.rte.-~=.~•I~-:T:~i 1
~T e ~'~I~~ ~I ' I"~f' i~ ~Tf~i~T~iE~i I~ I I i T~~~T TI I IE~T~T' i Sandbag/Stone Barrier END WAIT, DR DITCH ~ ~ _ I b ~ ~ 1e ~ -•I1C~ k~ E~€ I 1EI lEil II~ CSI 1~41E^il ICI ~~11 I~I t~ ~E~I ~ ~ !~€E~i~ G-ITC II~I= LII1 ~ ~ I{Il ^ II`~= The drawings the project manual and the design shown I I~I~IT'ii~l ~ ~ , ~ ~~11~IE~~G-IT~I~I~
OUTLET -r I r~l ' 1"EF ~ ~I ~ i ~i IN~-„"-°,""" I . !~I C~ ~ E ~ I-I I I i It~-I ~~Ik_ ti, , ~ L„ ~HH: I~~~{{{I I I I~lE D~4' MAX theron are instruments of CaleJeDest & Starve, PA. The H.f~~~ I-,ilk"" repraduetion or unauthorized use of the documents without
T~~ E I I I . IY Bak ~~14 I ,~~1 I 5u -Ole 'g~:~ I ~ -,I ~ : Wa k Area mph 1~~. , ~ I ~I ~i~ i`1' I~ f~lEEll~l dI ~ E+ r ~ _~I~ If ~~,rr-fir' k~ , 1 r° ~~dl-~~~~, I" RIGID PIPE FLEXIBLE PIPE consent of CDIelenest & Stone, P.A. is prbhilJited.
• ~ ~ SIP '~IC~IC~ t. _IC~IC~~~ Length Not TD EXteed Or PDaI ~I~ '~iE~i~Il~I~'" I~~~ "-'r I~IIC•~'•`I ~ INCLUDES REINFORCED CONCRETE INCLUDES CORRUGATED METEL, HOPE, ~i~ AND DUCTILE 1RON PIPE AND PVC PIPE CafeJenest & Stone, P.A. 2010
Thai Which Can 8e 12" Min Deptlf ~ ~4" 4"XS" MIN. GENERAL NOTES CONT. 2' Min Diameter '~~;'1T~~~"~~~ c^`' xl li' Completed In One Day ~~„~r~,r• ~~;y ~ TRENCH
{ - _ ' r~ DEPTH B. AT DENUDED LIMITS WHERE A REQUIRED UN[ 4 REQUIRED UNDISTURBED BUFFER 15 50 FEET GENERAL NOTES
:-~~a~-~ s ~ OR LESS AWAY. PLAN ~ ~ , ~ GENERAL NOTES. ~I T'-, 1. BEDDING SHALL BE CLASS I-A WORKED BY 6. SELECT BAGKFlLL NOT UNDER PAVED AREAS HAND. IF GROUNDWATER 15 ANTICIPATED, CAN BE CLASS IV-A COMPACTED TO 45R STORE NUMBER 13036
~ ~ _ `1• , 8. ORANGE SAFETY FENCE 15 REQUIRED AT BACK ~l I I ,~'d~ILt,, ~i ?r ~ ~C Cdr - '„ti~~ JIRED AT BACK OF SILT FENCE THEN BEDDING sHALL HE GLA55 I-B STANDARD PROCTOR.
_ ~~~~•~~!~i - ~ " t ~ 1. FILTER FABRIC FENCE SHALL HE A MINllMUM OF 32" IN WIDTH AND {WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO ~ "i' ~n ~ ~ SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WETLANDS, OR STREAM BUFFERS. IS ADJACENT TO STREAMS, COMPACTED TO 95~ STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFlED IN ACCORDANCE PROJECT NAME 5• 2 HAUNCHING SHALL BE WORKED AROUND THE PIPE ASTM D 2321--LATEST EDITION.
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS B. ALL MATERIALS SHALL BE IN5TAllED IN I-A OR CLA55 I-B OR CLA55 II COMPACTED TO MAXIMUM 8" LOOSE IJFT5 1N ACCORDANCE
~T ~ ,I ~ I~~ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN 6" N0. 5 WASHED STONE OVER 95% PROCTOR. WITH ASTM D 698. CLASS ]II AND IV-A
FDR A PERIOD DF MORE THAN 3o DAYS. MAINTENANCE NOTES: 3. INITIAL HACKFlLL SHALL BE CLA55 I-A MATERIALS SHALL HE COMPACTED NEAR
5heetin NCDDT TYPE 2 FILTER FABRIC " ~ 3. STEEL P05TS SHALL BE 5-0 IN HEIGHT AND BE DF TH1= 1. FILTER BARRIERS SHALL BE INSPECTED BY THE WORKED BY HAND, OR CLASS I-B OR GLASS I€ OPTIMUM MOISTURE CONTENT. PECTED BY THE FlNANCIALLY COMPACTED TD 95A STANDARD PROCTOR. 9. FlLL SALVAGED FROM EXCAVATION SHALL BE HWY 16 AND HWY 73, DENVER, NC
SELF-FASTENER ANGLE STEEL TYPE RESPONSIBLE PARTY DR HI5/HER AGENT IMMED Base Flow + 1 Faot RIP RAP THICKNESS, T RAINFALL AND AT LEAST DAILY DURING PROLOP :R AGENT IMMEDIATELY AFTER EACH 4. INITIAL BACKFlLL NOT UNDER PAVED AREAS FREE OF DEBRIS, ORGANIC5 AND ROCKS DURING PROLONGED RAINFALL. cAN BE cLA55 III COMPACTED TD 9a% LARGER THAN 3'. DRAWING TITLE
Work Area ~ 12 Foot Minimuml S CTION A-A 4. WIRE FENCING SHALL BE AT LEAST X10 GAUGE WITH A MINIMUM OF ANY REPAIRS NEEDED SHALL BE MADE IMMEDIA MADE IMMEDIATELY. STANDARD PROCTOR. iO. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
6 LINE WIRES WITH 12 STAY SPACING. q ~ ~ nvr r ~ r`~ ~ ~ ' 2 SHOULD THE FABRIC DECOMP05E OR BECOME II SHORED, 5HEETED, BRACED, OR OTHERWISE S[TE DETAILS 'E OR BECOME INEFFECTIVE PRIOR TO THE END 5. SELECT BACKflLU SHALL BE GLASS I, II, OR SUPPORTED IN COMPIJANGE WITH 05HA
5. TURN SILT FENCE UP SLOPE AT ENDS. OF THE EXPECTED USABLE LIFE AND THE BARB ' I][ GOMPACTm TO 95ro. STANDARD PROCTOR REGULATIONS AND LOCAL bRDINAN(~5. ~ AND THE BARRIER STILL ]5 NECESSARY, THE WITH TOP 24 COMPACTED TO 1pOR CARD PLOT: SCALE: 1 -317 DRAWING N0.
r n. r,., r,... _ RIP RAP rnooln cunii or ?rni nnrn ntinun'nv ~nun'n v _
Lross aecrlon of aanooagraiane inversion LOCATION PIPE SIZE A B C D E F G H T CLASS 6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENEINGS. rnonw Onnu. oC. nu-v+kL.u rrnvmriL- i. vmrIL- I. STANDARD PR0010K.
CULVERT A 72" 1 24 163.5' 1 2' 1 2 9.5 7 4 34 2 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEP REMOVED WHEN THE DEPOSITS REACH APPROX. DRAWN BY:
DITCH B 24 17' 1 10 2.5 1.5- 1 1 8 5.5 3 22 1 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: HALF THE HEIGHT OF THE BARRIER. ANY SEDIM SECTION A-A A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) PLACE AFTER THE SILT FENCE IS REMOVED SHE ?IER. ANY SEDIMENT DEPOSITS REMAINING IN VOID PLOT: DJM
OR ALONG WATER COURSES. TO THE EXISTING GRADE, PREPARED AND SEED[ IS REMOVED SHALL BE DRESSED TO CONFORM CV7.0 %RED AND SEEDED.
DATE: 07/12/10
SUPERSEDES
N.T.S. 13 RIP RAP PLUNGE POOL N.T.S. 10 TEMPORARY SILT FENCE FOR HIGH RISK AREAS PUMP AROUND PRACTICE N.T.S. 4 TRENCH DETAIL MR STORM DRAIN AND UTILITY PIPES N.T.S. cl PLAN DATED: REVIEWED BY:

~O ~ Q 0 ~
GRANULAR BASE ASPHALT PAVING FACILITIES PLANNING, DESIGN, & ENGINEERING
COURSE, PER PLAN PER PLAN 106 WILMOT ROAD
3000 P51 CONCRETE KEYED NOTES DEERFIELD, IL 60015-5105
CONCRETE THRUST BLOCK SCHEDULE ~ g ~ 6"~ STANDARD STL. PIPE CONSULTANT PROJECT NO.50243
W 12' PIPE BEND KEYED NOTES CONCRETE FILLED AT ALL
~ / , i f f` / SIZE 90 (TEE) 45' 22 1/2' 11 1/4' CLEANOUT COVER ASSEMBLY, 4" THK., 3000 PSI f ~ F, ~ / / ~ / r ' f _ E i ,,f , 45' INCHES H L H L H L H L CAST IRON FRAME WITH BOLTED CONC, PAD 70 BE FORMED LOCATIONS INCLUDING PROJECT TYPE
~ ? / ~ ~ OR THREADED SOLD LID SET / ` ~ / ? ~ F' f ~ 2" .75' 1.5 .50' 1.0' .50' .75' .50' .5D AROUND CLEANOUT FRAME. ~ ° UTILITIES, TRASH TRAFFIC DIRECTIONAL ~ a 1 DRAWINGSISPECIFICATIONSBY:
' r~_.~ - - -~=-w w 3"-4° 1.5' 3.0' t.0' 2.5' 1.0' 1.5' 1.D' 1.0' Fl-USH IN A CONCRETE BORDER. „ SIGN. ~ ENCLOSURE, AMID I=- O SPRINKLER RISERS ?WALGREENS'
i~- ~ ,.;L ` ~ ~`o.A~ ~ 6" 2.D' 4.0' 1.5' 3.5' 1.0' 3.0' 1.0' 1.5' k"~, ~ ~ ' ~•r - rte'; , ; • m: x ,~f~c°. ,rah .~,_„~r~,'} i.. ~ :,.w ~ ; r~,,~ ~ ; ~ = 8" 2.5' S.0' 25' 4.0' 1.5' 3.5' 1.0' 25' n
~ .,?~~4~=~` ~ r~~'""~_.~~;,"~,-a 'e ~ 10" 3.0' fi.5' 25' 5.0' 2.0' 4.0' 1.0' 3.0' 2"X 2" STEEL TUBE o > ~ (EXCEPTiaN: 4°~ STL. ®LANDLaRD's CONSULTANT PIPE AT DRIVE-THRU I~-
f ~ ' , 12" 3.5' 8.0' 3.0' S.0' 2.5' 5.0' 1.5' 3.5' ' " > 2 ti,,~:w„~-•- ~,~.:"'T. : a _ I~f its ' ' ! i I ~ I ; . ~ . ; I- I i-i I , - EXTENDED INTO ONLY}. PROVIDE 1/4" ALL CONSTRUCTION WORK,llNLESSNOTEDOTHERWISE,BY:
~I . - - _~I1=!I _ ~iw ~~.i I~ I1~1 kIM .a~ CONCRETE ;"ILLED 4" a ~ s WELDED CLOSURE PLATE ? WALGREENS'CONTRACTOR
_ -1~ - SIZE SCHEDULE :~•p o~o PIPE. a ~ AT >3orroM. PAINT
TYPICAL SECTION -Ik~~-~I~ ~II~II~ o p' TEE OR BEND I ~ EXPOSED PIPE YELLOW. ®LANDLaRD'SGONTRACTOR(TURNKEYCONSTRUCTION) _
- . :p. ~ '12° . D.LP. 12~~~ CLEANOUT RISER WITH ~ • . 12"~ CONCRETE w 2 SECURITY BOLLARDS ON STORE BUILDING I WALK TO RECEIVE GRAY
I . SEWER THREADED PLUG • d CV • < . LATERAL , ~ z 4 1=0uNDATION s" a • aQ • POLYETHYLENE COVER
. ~ BELOW FROST LINE ~ ° a (FROM IDEAL SHIELD - NEw...........® d .
. { 3 FT. MINIMUM ..e • ' 3 313-842-7290}. REMODELING NEW
' : ~ ~ N ~ 1 2L 1 2L CLASS A CLASS A ~ 3000 PSI 300D PSI BELOW FIN. GRADE}. o a • ~ ~ TOP OF PAVEMENT. RELOCATION . , , , , , ? ExISTING ?
'~s•.~ • ' • ' C CONCRETE CONCRETE PLAN _ ' •a ~ I NEW SHELL ONLY ?
_,~~-,~..::r~..~~~ -w~,i~-~ ~ U' UNDISTURBED ~ z a ~ EARTH ' ~ ~ ~ ~ nn 24 ~ CONCRETE FOUNDATION. OTHERS ~4 FINISHED GRADE. a• V USE SONOTUBE FORM.
~ N~ ~ ? . t• `v^ , M is H ~ . I :Q:. a• • • 4
_ O - ~4 3/8"~ WELDED HOOPS.
/ I / ,j / WYE FIrnNC . • a. 18"~ TOP, BOTTOM, AND d• • ~ ~ CENTER.
r ~ / / • • / / LATERAL DRAIN LINE _k f / / .f , ,j I .
51ZE AND SLOPE PER PLAN $ S - ~ ' ` ' ~ ~5 SOLID UNDISTURBED SOIL.
_ 5
FLOW-~ ' v COONCIRETE IFIN~ISH MoaTH
UNDISTURBED EARTH "
PLAN -TEE PLAN BEND ~ ~ ~ kJ f~IJ
CONCRETE OR CONCRETE BLOCK
S
Land Planning
N.rs. N.rs. CLEANOUT N.rs. 9 TRAFFIC D[RECTIONAL SI CAL THRUST RESTRAINT 12 TYPICAL IL 15 TYPI SEMENT DETA CONCRETE ENCA ONAL SIGN 6 TYPICAL PIPE BOLLARD N.T.s. 3 Landscape Architecture
Civil Engineer[ng
Urban Design
NOTES: 1/2" RADIUS ,~-6°~1'-0"- 2" RAI 1'-0" ~2" RADIUS
f• . 1• HYDRANTS TO BE MULLER GENTURIAN A-421 OR a; ' X00 South Tryon Street
A-423, PAINTED YELLOW PER LINCOLN COUNTY 1/8° RADIUS Suite 1400
STANDARD SPECIFICATIONS. is f . ~
VALVE STEMS TO BE EXTENDED TO WITHIN 6 • d':~ ~ , Charlotte, North Carolina 2820
OF FlNISHED GRADE ~ ' • Y~ • • ~ Tet 704.376. 1555
~1'-6"- 1'-s^~ _ _ ~ Fax 704.37b.7851
STANDARD ~'-6" CURB A „ ~ • ~ ~ www.calejeneststone.com -6 CURB AND GUTTER . - ~ ti : -
~0 2'-6" CURB CONTRACTION JOINT ~~:.f:._-_-_ I- I-~
I AND GUTTER BACK OF CURB 1'-6" CURB z.-D^ I- I -I - I 1 - I_-1 -I 1
AND GUTTER 1/2" RADIUS 2'-0 FINISH GRADE 'I - ~ ~ ~ r~ ~ ~ 2 RADIUS 2" RADIUS 1/8" RADIUS ~ I I I_I I I-III-I _I I III-~ I I-~
~''~,ti~1j,`;'''`Crh~~~ ~C,!~;" vi! !~'...t~/, v .f+~l I~ ,f~,`~J ~ ~~^s:. '4~~-~.[~`/' ~~~'`~l',;y,/"f~ -f^+/ .1 ~`lf:%"in'~f~ ~`r~ ~'"{1 ~l %'"~~,C~+~/ ~.~°'t y,~n `4 ~I .,~t\, V~r h r'``s~0 ~t\~~~~\1 \"~ti`V"~°~\~,•~~~~,, ~o~~• nor 1 ..'v . . ~ V , , . ? e • ° \ 7 ~ x . ~ ~ ~ Y ~ ~+y f y~„l~ ~ ff ] i i s ' xj ~~/'a., f .,n,, , s. v J%~?'" f.x. , / ~ I;/'`'v y/ x ~ f'= / ~ f`?' .l / J ? ,l'/k ~,°,`'/~~'.lY ~y~~
~j•c'~`~f'~/~ l~'~;I s'`r'~.i,'~ -t?1~' ` h ~t ~ti~:°, ~ ^ ~~fi ~ ~,'~`F ~V~l" ~.i L `v"„r''~,.~'~,r ,r`\..?' Irv /U I. ~ : 'ti r L1P..OF.GUTTER.EDG .DF PAVEMENT
~:.`Z`~^ r~Y'~~``e~~'~,~, ~ r/~' r<W I./`+;.~.?'`>r ~ I I~ ! ~ , ~~y ,^r /x \ s,J ~xl a/^ x \,~~J , ~ ~ 4 / / ,lam.' . ~ ~ fi v!' .',t' ~ ~ ~ 10 0 i 0 -0 (HEAVY DUTY) (LIGHT DUTY} . ! 4.
~ 4: `ti ~ ti: ~'I I\ r'~~~~Jl ~'~t~s I\;1~ ,:~~rt~:~\>t~\Jt~:~i\~:r, i\\JL\~~\`:~~\~ ~1`i~~ ~r'~On~?t '~'C~ 1~.,/! . `~~z' ~ WASHED . ADJUSTABLE • r • , ; °S' } ' a. : a:. ; . ,e.
~I. ~/`4~'/'~ ig°`~`~~STONE C.I. VALVE BOX I/. j~1~ PLAN VIEW N ~ `~I r'I " , n
~ I• 9D' BEND 6 C.I. M.J. VALVE 6" C.I. TEE n2 -6 - 2'-6
STANDARD 2 -6 CURB /~r,~.~ 6" C.I. WATER MAIN r .k 2'-6" CURB AND GUTTER
s`~~,, , `~r, KEYED NOTES
.,.~•s~~~ O 1 1/2" WEARING SURFACE OVER TACK COAT. TYPES 9.5A.
;~~~r~'r~~a , ~ Via. , ~ 02 2" BINDER COURSE OVER PRIME
~:,%~~'r r° I~..~w~~•I~~~:~,:~ ,~~-,~i".,,~ /r, b ~/';~i'r,/~`~ , OTES . ~ e v w~•~~~"`: ~ s~~--3000 P.S.I. O ~F ,r ;N`.`~'t~F ,^'zrf":~'.~~~. t~~ l del f ` ,n l.~Y r r" ~~ny COAT. TYPE [ 19.06.
?~I' u ; 1:.,~ ~ l~:/fl ~,,;,/~c%.%;~,~~,~:/~":~I~.,~ f CONCRETE PAD I . , ~ ~ , .r 1. CONTRACTION JOINTS SHALL BE SPACED . ~ ~.,g''~'~ ~~:~~~D,,t w,~, ~ NOTES: aLL BE SPACED AT 10-FOOT INTERVALS. 03 6" (MIN.) COMPACTED AGGREGATE BASE.
,~,A~~ .A,.h~~ a - ~,t\,. l~ ?Y.~~1~,1A1.`~,.hkr.~xC\.r.~±+"~J.Q'kx.~`~ti° ,G `~.f ~y 1=`~~~ V~~ 3/4" COATED RDD 2. CONTRACTION JOINTS MAY BE INSTALLED A 1. TRAN5ITIDN TO BE ALONG BACK DF CURB. ; ~ ,e~,G•~Y%~°i'~I/,~~ f~, BY OTHER METHODS. WHERE SUCH JOINT Y BE INSTALLED BY THE USE OF TEMPLATES OR FORMED O PREPARED SUBGRADE 1 D9113110 DJM PER WALGREENS COMMENTS .RE SUCH JOINTS ARE NOT FORMED BY TEMPLATES,
nr/,~?. ~?~`.;,I~. A MINIMUM DEPTH OF 1 t/2" SHALL BE [/2^ SHALL BE OBTAINED. ~ 8" COMPACTED AGGREGATE BASE. 2 09129110 DJM PERMIT REVIEW
~:r ~ "r~l.',~~ti2'-D" MIN. VARIABLE 3. ALL EXPANSION JOINTS SHALL BE SPACE HALL BE SPACED AT 90-FOOT INTERVALS, AND
i~~-./'~~'.~r/~l~:li~'/„~ ADJACENT TO ALL RIGID OBJECTS. JOINT: OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS
IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHAL STRENGTH SHALL BE 36D0 P.S.I. IN 28 DAYS.
5. TOP 6" OF SUBGRADE BENEATH THE CUF :HEATH THE CURB AND GUTTER SHALL BE COMPACTED
TO 100% STANDARD PROCTOR DENSITY. vTOR DENSITY.
NTS. 11 CURB TRANSITION 2'6" TO ~'6~ C-I-G NTS. 8 COMBINED CURB AND Gl FIRE HYDRANT DETAIL AND GUTTER N.T.s. 5 PAVEMENT SECTION DETAIL N.T.s. 2
N0. DATE 8Y DESCRIPTION CONST
NOTES REVISIONS
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. CERTIFICATION AND SEAL
2. FILTER TYPES SMALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION. 11//I!I ~~urrurrtuttt~~
3. FILTER BAGS MAY BE REMOVED WHEN SITE 15 STAB[LIZED AT THE DIRECTION OF THE ENGINEER. 1'-s' 2'-~ ,3'-s"
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME). 3'-6" m 4 2 ~p:z cao~~~: ~ LENGTH VARIES -SEE SnE PLAN ~ ~ '•.'HCAR~~ ~1',`' LNG I N~~~-':
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT I ROADS. ~ _ { EQUAL EgllAL 6" g • • I~~ ~i' • ..•''~~tl/~~
I a 0
e I UGHT BROOM FINISH a 5 3 '~~~~~r~~/IN111~~ ~ ,,'~~~'tO~~ru? ~ ~~1D/28/1D
1 12" i2" ~ a ~ Haoo ~ • • ~ Gn ~ N0. 4 BARS ~ 12" O.G.E.W. ~ ~ a a m
c ~ G, ' ' a i c ~ CONCRETE 400D PSI • • ~ • . The drawings, the project manual and the design shown
°p KEYED NOTES GRATE ? a D ~ n - ~ u~v,~+..r E u u ~ v ~ u _ _ I=• ~ - therGn are instruments of ColeJenest & Stone, P.A.. The
2 1" REBAR FOR GRATE N ~ 1 3 ~ GALV. STEEL PIPE BAG REMOVAL 1n 1° ~ ~ ~ 4 re reduction or unauthorized use of the documents without ~ ~ ~ ~ ~ r~AGGREGATE BASE COURSE _ -I I -I I- I -I I- ! - I- .~A • p
EXPANSION ~ ~ d ~ '-r r FROM INLET RESTRAINT ? ° ? ~ ~ ~ ~ ~ , ~ ~ ~ {3 ~ 4~ + COMPACTED SUBGRADE consent of Colelenest & Starve, P.A. is prohibited.
2 EXISTING GRADE DEFLECTaR N ~/'°~'`%~i''~~~\~~
i ~ i// %`~j~~\~s'/~~\~j\~% I I CaleJenest & Stone, P.A.2D10
ti\ \ ~ NOTES: ` / 0 /ti~f;~~/~~i
1. PAINT COLOR TD BE "YELLOW' STORE NUMBER 1303fi
FDR ARROW AND LETTERS. "DRIVE-THRU" LETTERS TO BE
> ELONGATED HELEVE7ICA MEDIUM - NOTES FILTER BAG b , tl 4" WIDE STROKES. " PROJECT NAME
KEYED NOTES
2. PAINT 2" BLACK OUTLINE AROUND 1. INSTALL 1x1/4" CONTROL JOINTS WITH A puMP LOOPS N07 TO EXCEED 10 FT ON CENTER. ARROW AND LETTERS FOR PROJECTS CENTER~TM A 1/8" RADIUS WHERE SHOWN ON PLAN; ~ N/A ~ COMPRESSIBLE FILLER /11/4^ TOOLED JOINT (3 f 4 MAXIMUM). V
WITH CONCRETE PARKING L075. 2. INSTALL 1/2" EXPAN510N/150LATION JOINTS iOLATION JOINTS WITH A 1/4" RADIUS AT 50 FT ON ~2 4" COMPACTED CUT BACK AND ~ 6^ X fi" X10 W.W.F.
G ~ CENTER AND ADJACENT TO ALL RIGID DBJE ALL RIGID OBJECTS. FILL. JOINT WITH SEALER FLUSH AGGREGRATE BASE PROVIDE SEALANT, HWY 16 AND HWY 73, DENVER, NC
p TD FlNISHED SURFACE. PAVEMENT. TYPICAL, AT ALL JOINTS WITH FlL1ER. DRAWING TITLE
CATCH BASIN ' SITE DETAILS
OUTLET ~ t~ ~ L j CADI) PLOT: SCALE: 1"=30' DRAWING No.
DRAWN BY:
VOID PLOT: DJM
INSTALLATION SECTION DATE: 07112110 CV7.1
SUPERSEDES
7 HEAVY DUTY CONCRETE CRETE N.T.S. 4 TYPICAL PERIMETER SIDEWALK N.T.S. 1 PLAN DATED: REVIEWED BY:
PERMANENT MARKER AT STREAM BUFFER N.T.S. 13 CATCH BASIN INLET PROTECTION N.T.S. 10 PAVEMENT PAINTING N.T.S.

a-
~p ~ p 0 0
EQUAL SPACING- INSULATED BOTH DIRECTIONS FIBERGLASS OR
ALUMINUM 3'-0` 3'-0° MIN. FACILITIES PLANNING DESIGN & ENGINEERING
ENCLOSURE WITH CONT MANUFACTURER PASS FLUSH CURB BACK DF WAU( CONC. SIDEWALK PASSAGE US X } PER PLAN 106 WILMOT ROAD
SUPPLIED SET ROOT COLLAR m _ DEERFIELD, IL 60015-51 D5 -
HEATING AT SLOPE LINE pp _ NOTE:
ELEMENTS; " 5'~ 51ZE AS EXISTING SLOPE , EXP. JOINT 5' m - JOItfT PROVIDE DETECTABLE WARNING EXP. JOINT Ate; A ACK OF CURB SURFACE; SEE DETAIL CONSULTANT PROJECT N0. 50243 ,
REQUIRED TO ~,t„~f~; 6 FIT BACKFLOW r PROJECT TYPE
NOTE: ioF//r!//f~, r!/lP.« ~f~~~f LINING PER SCHEDULE R Z OUTLET PREVENTION SHRUB SHALL BEAR SAME RELATIO e,, , % FLUSH CURB
DEVICE SHED GRADE A5 IT BORE 6 MIN TD FINI 6'-0" 4'-0" 6'- ° FACE OF CURB - FACE OF GURB DRAWINGSISPECIFICATIONS BY:
:~ff'.• i FREEBOARD ELECTRICAL OU TO PREVIOUS GRADE EXCEPT IN - >~F~i~/~! PLAN -PARALLEL RAMP NOTE: ?WALGREENS'
.1, AREAS OF COMPA ,,t~~~~f :'~f/`.f'`; MIN. TOP WIDTH, W tiw _ r - ~ ~ SHRUB TO BE PLANTED 4" 6 ~ SITION FROM 12;1. PROVIDE DETECTABLE WARNING 12r 15LOPE~ 12I, ~ SLOPE SURFACE; SEE DETAIL 6 4 6 ®LANDLORD'S CONSULTANT
.J= ti •,,!'~~r~.;.,:. ~ 5~ TRAM r- ABOVE FINISHED GRADE. `!pis., '::,•if~,~\~,c 4 WALK TO 5' WALK. • - ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
tl•/ ALL WALKS MUST BE O ~ CONCRETE SLAB (TYP.) ` _ _ -i„~~ I I ~I I ~I I I I ! ~~'~x.~ A MIN. 5' WIDTH AT
li-I THIN BRANCHES AND FOLIAGE ~~b I I-I , _ .r,~ ~ RAMP. ~ ~~I (NOT ALL END TIPS) BY t /3 t;~,l I ~--'I I !=1 I i-f I i--~ I ~I__~ ENCL05URE WALL--?1!~ °fr~`~/'~rj^:/~.~,,!k~''+!'°?%1'~'~/'%Y~. EvATiO P~ ?WALGREENS' CONTRACTOR
~ ,fl RETAINING NORMAL PLANT \5~``~~;~~\`..~:~"`~~,~•~•1-C~: 0 1 ICI SHAPE. THINNING NOT '•f%,{/;~,d~ '~/;~'i 12: i~SLOPE~ 12:1 SLOP ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
1 SLOPES ANCHOR ~ REQUIRED ON EVERGREENS 51DEWl SIDEWALK 3'-O" MIN. ACK OF WALK STORE BUILDING
ZR . EXP. J EXP. JOINT ONTINUOUS ELEVATION DEPRESS GURB AT WALK PASSAGE FLUSH
4 ,1p. , ',.1C,D~a,C:~SL•~5B< ~ ~X CURB BACK OF GURB
FACE OF CURB PERPENDICULAR RAMP NEW' ' ' ' ' ' ' ' ' ' acs NEW...........®
6" ml C B4 C ~m Z WITH CONTINUOUS WALK PERPENDICULAR TO CURB REMDDELING......?
CONCRETE SLAB 4° MULCH THROUGHOUT 1 A-~ I ~-A RELOCATION ? EXISTING ?
PLANTING BED P. JOINT GENERAL NOTES OTHERS , NEW SHELL ONLY ? X
BOTTOM WIDTH, B REMOVE BURLAP FROM 4I,yC Olyg~310" 4'_O° 6'' ME1dT NOTE: ~ SHALI, CONFORMTO NCDOT STANDARDSP DUAL RAMPS SHALL BERREQUIRED
TOP 1/3 OF BALL REMOVE DNS A7 EDGE OF `?A~' PROV[DE DETECTABLE WARNING AT LOCAliONS SHOWN ON PLAN.
SECTION LOOKING UPSTREAM CONTAINERIZED PLANTS FROM PLAN -DIACONAL-R~ ~RFACE; SEE DETAIL - 2. ALL CONCRETE TO 6E 3fi0O PS.I. COMPRESSIVE STRENGTH.
THEIR CONTAINERS 3. RAMP SURFACE SHALL HAVE COURSE FINISH CONTRASTING WITH ADJACENT
TES: 12" NO MOUND TOP501L 4 waA~ MIN. 1. PROVIDE 120V, GROUND FAULT PROTECTED, CIRCUIT TO BFP FOR UNIT HEATERS (REFER TO _ ADJACENT WALK ®1/4' PER FOOT WALKWAY.
DEPTH OF MIN. TOP LINING TO FORM SAUCER ~ •;1~,~°~•/; ~ ~ °urr l~f~ BOTTOM TS. ° '-S/,a,%~^:f~f ,r ~3-3/4" BACK OF CURB 3_3/] 1 4' PER FaaT 12 FACE OF CURB 4. GUTTER FLOW IJNE SHALL BE MAINTAINED THROUGH THE RAMP AREA.
B 51DE SLOPE LINING, D WIDTH, W THICKNESS, ELECTRICAL PLAN). MOUNT OUTLET fi° ABOVE DISCHARGE POINT OF RPZ UNI ~ /~'v/~ LONG. SLOPE WIDTH ;~~`;%-~\\;~\;~.i,~ '~~,.;\~~~I 'I~\~\"+~\>:'~•v,, ~-3/] 1L (FT} (FT) UNING TYPE T (IN) URE OUTSIDE DIMENSIONS. KEEP SAUCER LEVEL "~!`'r~/.;'f ~ ~ ~"~-~u~'~'~/~'~~~~/ 6.;;+..~,:~~:, .,,_;~,_~•~.;w ,F,~ ~1 1c 5. THE SURFACE OF THE RAMP SHALL BE FLUSH WI1H THE GUTTER FLOW IJNE.
DITCH (FT/FT} ( ) ZL ZR ; 2 LEVEL SURFACE AROUND BFP fi"IN EACH DIREOTION BEYOND ENCLDS A PER PLAN 0 3 3 1.D fi North American Gr - s PLANTING MIXTURE ; ;
3. POUR FULL CONCRETE PAO 4° THICK AROUNR BFP, MIN. 6° IN EACH DIREC110N BEYOND ENCL05URE !pK%~~~~I i/~!~~l 3'-D" ~ z'-o' SLOPE "A" 121
2 3 3 20 i4 North American Green C350 - IN51DE DIMENSIONS. AS SPECIFIED 8 PER PLAN w ~ :'...._iJ,~a!~ 1- sECnDN x-x SLOPE "B° 1/4°/FT
4. INSTALL ENCLOSURE PER MANUFACTURE'S SPECIFlCATIONS. SCARIFY TO 12° DEPTH ~~,..L.i L,
5. ENCLOSURE SHALL INCWDE DRAIN PORTS FOR DISCHARGE WATER. ~G:~'~ ~~w!•~~~!'\~'~`-% ~~„r ~f~~ WITH CONTII PARALLEL RAMP SLOPE °C" 1/2"/FT WITH CONTNUDUS WAL PARALLE TO CURB
;~f, w.. fi. FOR FIRE [JNE INSTALLATIONS, PROVIDE TAMPER SWITCHES CONNECTID TD ALARM GONTROL PANEL ~;LEVEL GROUND
(5EE ELECTRICAL PLAN).
Land Planning
Landscape Architecture
NT.S. 9 N.rs. G DETAIL LANTIN SHRUB P ON 12 INSTALLATI .T.s. CLQSURE N L BFP EN TYPICA
15 SECTION DITCH TYPICAL ADJOINING vG SLOPE = Y: X ~ Civil Engineering
SLOPE SHALL NOT EXCEED SHAI..L WHERE X lS A VARES PER MANUF. UY6an Design CEED ~Y LEVEL PLANE o
1:20
REFERENCE KEYED NQTES WALK VALJC STREET ' ~ "o .s' • •EA. ~ ~ ZQ~ SoutGL Tryon Street
DIVISIDNaa-coecRErE- MEASUREMENT OF I JREMENT OF CURB RAMP SLOPE~~ Suite 1400 -
6" 03 30 39 24°6 CONCRETE FOOTER HELOW FR05T UNE (4'-0" MINIMUM}, s- Charlotte, North Carolina 2$202
~s _ y DMSION 05 -METAL - S
S'36'"'`ss~ D5 10 D6 2" X 2" STEEL TUBE EXTENDED INTO CONCRETE FlLLED 6"0 PIPE CL05URE PLATE AT TDP OF TUBE. , . Tel [phone]
~ o~yrfe Dy~-F ~ bM51DN07-THERMAL ANDMO]STUREPROTECTION- SECTION OF "DOME STAMP" Fax 704.376, 7851
;s~p~c`~ cal ~ ~ ~~-9 07 46 O1 DOWNSPOUT. PEDESTRIAN o,, S~ ~Z~. Foo Fa A9C, 9,J,~~F, 07 90 DS SEALANT. -WALK PEDESTRIAN x PATTERN IN SURFACE 235° -WALK ~ www.colejeneststone.corn
c~ ~F9FF ~'F .o •9.Q ~Fs+o-9 F~L 235"
Fy ~ r°s~.'~itisi'f'o s' nlvlsloN~o-sPECIALTISS• SEE SIDE FLARE 0.9~~ DIA., n O O
c~ ~ s c S'`!F RD USDOT R7-S 51GN BOTH SIDES-WHERE APPLICABLE). ~ iy s? FF is 10 i4 48 STANDA ( COQ ~ ~ 2'9 10 14 49 SUPPLEMENTAL SIGNS, °VAN ACCE5SIBLE° AND/OR $ -FINE AS APPLICABLE. NOTE BELOW 0.2' H. ~J • ~ N
'Lo
c~~~ 51GN5 MOUNTED TO BUILDING WALL OR COLUMN IS THE PREFERRED DETAIL WHERE ALLOWED. FOR 10 14 50 '-t L' '~4y 8, FREESTANDING SIGN 5EE DETAIL 3/C-520. ADA 0" ~ m ADA N. N ~ • Q ci
STAND-OFF BRACKET (WHEN DOWNSPOUT IS PRESENT) AT TOP AND BOTTOM OF SIGN. 00 NOT ANCHOR CURB 1 CURB RAMP z35" 2.35" eQ
~~o ~s~ 10 14 51 S[GN TD DOWNSPOUT. ° „ „ „
10 14 52 51GN. X IS 60 MiN. Al IS 6D" MiN. AT AN OUT SWING TRIANGULAR PATTERN SQUARE PATTERN
DIV1510N31-EARTHWORK- DDDR WITH A SLOE iR WITH A SLOPE OF 1:50 (2~) (EITHER PATTERN IS ACCEPTABLE) ;IMUM. LEVEL SURFACE IS PREFERED. PAN OF °D ME S AMP" PATTERN I URF C
31 z3 01 FlNI5HE0 GRADE MAXIMUM. LEVEL S 8.
,o 51DE FLARE NOTE: :FLARE NOTE: (SEE REFERENCE DIAGRAM
ABOVE). 51DE FLAF 9 MAXIMUM SLOPE 0 IVE). SIDE FLARES SHALL HAVE A CURB RAMPS MUST HAVE A DETECTABLE WARNING FEATURE EXTENDING
IS LESS THAN 48". ;IMUM SLOPE OF 1:10 (10~). WHERE "X" THE FULL WIDTH AND DEPTH OF THE RAMP (MID-WALK "IN-LINE" .ESS THAN 48", SIDE FLARE SLOPE RAMPS ONLY NEED DETECTABLE WARNINGS AT WALK/PARKING
~ SHALL BE 1:12 (8. ALL BE 1:12 (8.33) MAXIMUM. WHERE °X TRANSITION). THE DETECTABLE SURFACE MUST CONSIST OF RAISED
5 THAN 36" ~ ~g 15 LES .ESS THAN 36", WALGREENS PREFERS TRUNCATED DOMES WITH A DIAMETER OF NDMWAL 0.9 INCHES, A
r~~ THE lN-LINE" RAT °lN-LINE" RAMP SHOWN BELOW. HEIGHT OF NOMINAL 0.2 INCHES AND ACENTER-TO CENTER SPACING
° r,. OF NOMINAL 2.35 INCHES. THE TEXTURE OF THE DETECTABLE WARNING FEATURE MUST CONTRAST WITH THE SURROUNDING SURFACES (EITHER 1 09113110 DJM PER WALGREENS COMMENTS
S~J `sl pp 1 1 1 1/29 LIGHT-ON-DARK DR DARK-ON-LIGHT). SEE A80VE. 2 09129110 DJM PERMIT REVIEW
F 2% N 2% MAX. ACCEPTABLE PAVER MANUFACTURERS:
~'9+ i ~Ljfi -HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS,
C;Qo Ap'~ 'F ss ~ PLp www.hanoverpavers.com/html/detectable.html
s ~aA F~ ss~.~9 PLAN --TekWay'~ -DETECTABLE WARNING SYSTEM www.strongga.com
FJ T ~~l ~ s ~3-- X1:12 (8.33%) MAX. -NuWay, DETECTABLE WARNING PAVERS
~ ELEVI ELEVATION ~5LDPE < 5% =WALK www.nuwayinc.com
(NOT RAMP).
"IN-LINT "IN-LINE" RAMP
N.T.s. $ SIBLE PA CURB RAMP(S) MUST BE PROVIDED ALONG
GS NOTES: A CURB RAMP(5• MARKIN E AND G SIZ RKIN ACCES AN ACCESSIBLE PATH FR SIBLE PATH FROM THE PARKING LOT TO
WALGREENS CURBED SIDE S CURBED SIDEWALK. N0. DATE BY DESCRIPTION CONST
~ In A CURB RAMP(S) MUST .AMP(S) MUST ALSO BE PROVIDED IN THE REV[SIONS
11/2 R ~ ~ OF PARKING STALL PARKING LOT AT ALL INl _OT AT ALL INTERMEDIATE AND PERIMETER s" FRONT AND SIDE 5 W PAVERS
CURBS ALONG THE ACCE 4 7/s" 5' " <10 14 48 PUBLIC SIDEWALKS. ONG THE ACCESSIBLE ROUTE CONNECTING TO DO NDT EXPOSE PAVER EDGES CERTIFICATION AND SEAL ]EWALKS. 12x12 TRUNCATED ~~unnuu,,?
LATEX OR EPOXY DOME PAVERS W/ 1(II111~u~~~ii ~ARa''~-
~ A RAMP [S ANY SLOPE i S ANY SLDPE GREATER THAN 1:20 (57) AND MODIFlED CEMENT SEALED GROUT JOINTS dal 5~ & S ~
N I SHALL HAVE A MAXIMUM VE A MAXIMUM SLDPE OF 1:12 (8.33T). THE MORTAR LEVELING ~1 C~,.,......,,.TD$ ~.~~q~:oF~55~~'•;~.~,%,
41 4° 41/4° MAXIMUM SLOPE IS 1'~ 01 / m I DISTANCE TRAVELED. ALL SLOPE IS 1" OF RISE PER FOOT OF COURSE. '-0°MIN. DR FULL RAM ~ ,~~~;•q~4aRgT•,,.y ; ti~+,y TRAVELED. ALL DETECTABLE WARNING AREAS ~ COMPACTED BASE ~ ~ -
~ <10 14 49 OF THE RAMP ARE TD H AMP ARE TD HAVE AN IN1I=GRAL RED COLOR. N ~ p .z fie. ~
_ "
THE CLEAR WIDTH OF AP 3° 3" 36". R WIDTH OF ANY RAMP lS A MINIMUM OF ~ ~ ~ ' ~ ~ ~ti~ ~ ` ~ ' X11 . OI NE; w r .a~~.',~=''~~~; r+"M?~'i,. ti~ • r, i.h I'~~~'~j~~U 111I~~ ~•,~,T pDp t 1~~~~,~
~a
<05 10 O6 CURB RAMPS HAVE A M, i ~P5 HAVE A MAXIMUM RISE DF 6" AND DO ' '~~yr„uutt?~`~lO/26/10
NOT REQUIRE HANDRAIL MP WITH GREATE TIRE HANDRAILS. SECTION AT CURB RAMP WITH ' WITH GREATER THAN A 6" RISE SHALL ALTERNATE TRUNCATED PAVERS W/DOMES
= 90 01 ~ ANY RA <01 o HAVE HANDRAILS ON BO JDRAILS ON BOTH SIDES AND CURBED EDGE The drawings, the project manual and the design shown
~ PROTECTION ON BOTH SI ]N ON BOTH SIDES. EDGE PROTECTION theron are instruments of CaleJenest & Stone, PA. The
°m CONSISTS DF CURBS, WF z PROJECTING SURFACES - OF CURBS, WALLS, RAILINGS, OR reproduction or unauthorized use ofthe documents without JG SURFACES THAT PREVENT PEOPLE FROM consent of CDIelenest & Stone, P.A. is prohibited.
~ SLIPPING OFF THE RAMP DFF THE RAMP. HANDRAIL DETAILS SHALL
<31 23 O1 iii .r FOLLOW ACCES516LE GUI i ACCESSIBLE GUIDELINES. CDIeJenest & Stone, PA 2010
~ o I <03 30 19 ~ o,
~ ~ ~ i L J ~
a q e . STORE NUMBER 93036
a 1 a° sEE NOTE . ° ~ • PROJECT NAME
USDOT STAN ARD R7-8 SIGN BELOW . ~a I
a - d 0 mil
I
HWY 16 AND HWY 73, DENVER, NC
is I I• ~ r _
. _ 4., DRAWING TITLE
d ~ 1 SITE DETAILS
GAD!) PLOT: SCALE: 1 "=30' DRAWING N0.
un~ lo~_s7 cir_nll• TE-IIC IC A GTANIIARfI SIGN AND MAY BE
ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN DRAWN BY:
MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS VOID PLOT: DJM CV7.2
APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING
IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE CONFIRM WITH LOCAL REGULATIONS. ACCESSIBLE DATE: 07/12110
SUPERSEDES
?MP STANDARD NSS PLAN DATED: REVIEWED BY:
PARKING SIGN N.fS.7 ACCESSIBLE RAMP STAI

GENERAL [NSTALLATION NOTES )N NOTES ~o ° a o a
1. STRIP VEGETATION AND ORGANIC SOIL fRC ;GANIC 501E FROM WALL AND
GED5YNTHETIC ALIGNMENT. FACILITIES PLANNING, DESIGN, & ENGINEERING
~ 2. BENGH CUT ALL EXCAVATED SLOPES. 106 WILMOT ROAD :D SLOPES. DEERFIELD, IL 60015-5105
3 0 ~ EXIST. o ~ ~ 3. DO NOT OVER EXGAVATE UNLE55 DIRECTS[ INLE55 DIRECTED BY SITE SOIL
GRADE F z Z ENGINEER TD REMOVE UNSUITABLE SOIL UITABLE 501E IMPERVIOUS F1LL CONSULTANT PROJECT NO.50243
F ~ ~ N MIN. 8" THICK
4.0~ ~ w x 4. SITE SOIL ENGINEER SHALL VERIFY FOUNDI w COMPETENT PER THE DESIGN STANDARDS VERIFY FOUNDATION SOILS AS BEING PROJECT TYPE ~N STANDARDS AND PARAMETERS.
GAP UNIT g DRAWINGSISPEC]PICATIONS BY:
PROP. 733.0 5. BASE SHALL CON5IST OF COMPACTED CDA ;OMPACTED COARSE SAND AND/OR ADHERE TO TOP UNIT 3 I~- ?WALGREENS'
VARIES GRADE GRAVEL, 6" THICK MIN. 5EE PLAN (2} EXISTING W/ CONCRETE ADHESIVE
CATCH BASINS 6. CONTRACTOR MAY OPT FOR A LEAN CONC R A LEAN CONCRETE PAD. CONCRETE ®LANDLORD'S CONSULTANT 3CED, 1" TO 2" THICK MAXIMUM. GEOSYNTHETIC REINFORCEMENT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY:
4" MULCH THROUGHOUT PAD SHALL BE UNRE]NFORCED, 1" TO 2" PLANTING BED @ ~ ~
7. MINIMUM EMBEDMENT OF WALL BELOW FlNI ~ ~ FALL BELOW FlNISH GRADE SHALL BE LENGTH, TYPE, AND SPACING OM 4 FT. AND UP, 6" BELOW 4 FT. A5 SPECIFIED BY WALL DESIGNER ? WALGREENS' CONTRACTOR
ADJACENT PLANTING ~ ~ 12° FOR WALL HEIGHTS fT~OM 4 FT. AND t AREA OR PAVING UNLE55 SHOWN DIFFERENTLY. .Y. MODULAR CONCRETE
r,;~,.• ~ff,~/~%f~~,,fn ff/?~f~ B. FOLLOW APPLICABLE PROVISIONS OF THE ~ FACING UNITS ®LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) SIDNS OF THE MANUFACTURER'S STORE BUILDING
r ~ •r,: INSTALLATION INSTRUCTIONS AND WRITTEN S AND WRITTEN SPECIFICATIONS. 5 RETAINED BACKFILL
i'~~f ff~ ~ ~ t ~ a UNIT CORE FILL III I iIDN.AND PLACEMENT SHALL BE A5 c -
• r/.% i ~ / .~~y: 9. BACKFlLL MATERIAL SELECTION AND PLACE / i ~ ~ . , ' ~f ,~~;~,1 ,f ,;.`~_;'.r, ~ DIRECTED BY THE SITE SOIL ENGINEER. L ENGINEER. a 1 (3/4" CRUSHED ~ NEW , , , , , , , , , , ,
, ,f f ~ - HWAY 73 sca~.~.1 2a. 10 ; ; . ~ - • DRIVEWAY PROFILE AT HIG , ~ ROCK OR STONE) . 1=III=I I NEW .
' r' f,' • ,.:r•.•~:."' 1O. WHERE DRAIN PIPE IS USED, PROVIDE OUT / ~ ON CENTER. D, PROVIDE OUTLETS ®MAX. 4D FT W I f l-I ~ REMODELING x 8 EXISTING ?
\ RELOCATION ? APPROX. NEW SHELL ONLY ?
PLANTING MIXTURE ' ;;r~,~,l-~r ;:r,~~,~:>-^,~ ~ .;:~~~„V NOTCH WALL AT ~h~~f`; ,r` ?``.~~~~,~~,~N 11. FOR UNITS TO BE EMBEDDED, COMPACT FlI AS SPECIFIED - c ~;~,,,~`~~„,b~,.r DRIVEWAY CR0551NG UNITS AT THE SAME 11ME BACKFlLL BEHINI ED, COMPACT FlLL IN FRONT OF o EXCAVATION LINE OTHERS BACKFlLL BEHIND UNITS 15
B t P ~,~,,..,~;;,,4 ~:~~~4,:e,~,,,,.,w.y,;..,t,~~, ~'C,, 5EE DETAIL 9/CV7.4 COMPACTED.
} a t2. COMPACTION TESTS SHALL BE TAKEN A5 ' msmMmr omn~ REINFORCED BACKFlLL BE TAKEN A5 THE WALL 15 ~s sPECiFlm er ~ COMPACTED TO 95~ OF MAXIMUM
~ °w ~ INSTALLED. THE MINIMUM NUMBER OF TE: NUMBER OF TESTS SHALL BE wait oEgcmm STANDARD PROCTOR DEN511Y
~ z z DEIERMiNED BY THE SITE SOILS ENGINEER. SOILS ENGINEER. -1
F F N I 95~ OF MAXIMUM STANDARD 'III
PROP. z x i3. COMPACTION SHALL BE TD 95~ OF MAXIM GRADE ~ w 739.5 w PROCTOR DENSITY.(ASTM D-698) i-698) M4~~~~~ i
3~ i4. GEOSYNTHETIG REINFORCEMENT SHALL BE 1ENT SHALL BE A5 SPECIFED BY '-III-I I ~ ~ Zr. ~
WALL bESIGNER. PULL GE05YNTHETIC T1GH~ SYNTHETIC TIGHT PRIOR TO -I I ~I I I~ ~ I'
72" RCP BACKFlLUNG.
EX15T.~ 15. GE05YNTHEl1C SHALL BE PLACED WITH 5Ti LACED WITH STONGEST DIRECTION I I ~ J I : ~ GRANULAR LEVELING PAD
GRADE PERPENDICULAR TO WALL FOLLOW GE05YN MANUFACTURER'S INSTALLATION INSTRUCTIi FOLLOW GE05YNiHET1C 6" THICK MIN. ~TION INSTRUCTIONS AND WRITTEN
EXISTING CONCRETE SPECIFlCAT10N5.
RETAINING WALL
l,~and Planning
NTING N.T.S. 15 DRIVEWAY PROFILE AT HIGHWAY 16 sca~E~ ~'-20' 9 SEGMENTAL CONCRETE GROUNDC4VER PLA VCRETE BLOCK RETAINING WALL ~,T,S, ~ l~andsca~e Ar~G~itecta.re
Cavil Engineering
SAW-CUT UNE 5AW-CUT LJNE 2 1/2" 59.5C ASPHALT END OF ROADWAY MAR F ROADWAY MARKER Urban Design
1'-6" CURB AND GUTTER {ER-1, 24"x24", RED) 24"x24", RED)
200 South Tryon Street
EX15T1 NG
? MATCH EXISTING DEPTH ASPHALT, ~ CONCRETE ER-1 rn NCDOT CL II RIP RAP BANK Suite 14D0 j' PROTECTION TO TOP OF BANK ChaYIotte, North Carolina 28202
{10" MIN. B25.OC) OR CABC
BASE ~ Ted 704.376. 1555
~~h. Fax [phone]
rPAVEMENT
20' 20' I y~~ f _ www.coIejeneststone.co~n
STREET BARE ~-STREET BARRICADE
40' 3' END ROAD FlLL END ROAD FlLL f2.5; ~ ~Y X2.5;
0 z MATCH EXISTING s,'~:::;; MATCH EXISTING ~ a ~6,
12" £ 12° a TRAN51110N FROM 2'-6° CURB PI ION DETAIL ~
TO 1'-6" CURB AND GUTTER IN SIGN LOCATION DETAIL o D. zo'-a° NCDOT TYPE 2 FILTER FABRIC
EXISTING CHANNEL
i/2" EXPAN5IDN JOINT {TYPICAL END OF EACH RADIUS) CRO55 sECTION
, . ~/~tiif u • SECTION
y RIGHT OF WAY OF POST , {14 GAUGE)
' / Lb ~ ~ ~ : j~~.-1 i ~
COMPACTED EARTH 42 ~I~I ' II~I~: ~ ~ ~1~11 I~: ~I~I ~I~-,~
• o ELEVATION SECTION NOMINAL PIPE DIAMETER DEPRE55 CURB o Q ° "~I~ C I : ~I~II~~~
N FOR FUTURE GROOVE JOINT TYP. ° ~ w ACCESSIBLE RAMP POST o o Q 1 1 I-- ~ ._I I r ° ~ Z i~ ° ~
NOTES: ¢ (TYPICAL EACH 2'-6° CURB AND o o o ~ ^ N
0 SIDE) GUTTER ° ° ~
1. ALL EXISTING CONCRETE AND ASPHALT PAVEMENT TO BE CUT WITH A SAW FOR 3D' R 5' R ° A CLEAN EDGE. ~ ° o ~ 1 09113110 DJM PER WALGREENS OOMMENTS
0 ° ° ~ 2 09129110 DJM PERMIT REVIEW o a
2. ALL PAVEMENT REPAIRS ARE SUBJECT TO APPROVAL BY NCDOT. o _ ~ ~ ~fl-
3. SHORING REQUIRED IN ACCORDANCE WITH aSHA STANDARDS, PART 192fi, SUBPART P. 0 I I o t li o ~fl= ~ . II ° ~ -
EXISTING EOP BASE ° °
0 0 o
TIE TO EXI5ITNG (SLEEVE) ° D ° CURB AND GUTTER, TYP. D 0
Nzs. 14 DRIVEWAY ENTRANCE AT HIGHWAY 73 N.rs. 8 END OF ROAD MARKERS PAVEMENT REPAIR IARKERS Nzs. 5 RIPRAP BANK PR4TECTIGN N.T.S. 2
N0. DATE BY DESCRIPTION CONST
1'-6" CURB AND GUTTER REVISIONS
ROI ROUTED WOOD 'W' BEAM RAIL I" CERTIFiGATION AND SEAL
28' 'W' BEAM RAIL OFI 6„ OFFSET BLOCK $ 44 STD. W6x9 GUARDRAIL ~~~i~unrurrrrr
NOTES: 6" P05T t~l 6'-3" SPACING ~~+f/J/!//U~,li GAf~Q~~~i~
1. BIKE RACKS SHOULD BE INSTALLED A5 PER MANUFACTURER'S RECOMMENDED INSTAL1A1lON ~ STD. BUTTON ~ti1~~~jZ & ST~~~ ~~,,~Q-~'''~,55/'':(//,~~,i
PROCEDURES. f ~ HEAD BOLT , ~ OFFSET BLOQK ~~~v~'pRP~Rq~'.,~7, ~ : =.'~OF D,y9.2-y
2. ALL DIMENSIONS SHOWN ARE MINIMUM. ~I ;I ~ 7" LONG WITH 13/16" ~ W ~ ~ SEAL ~ ~ S ~
b a TRANSITION FROM 2'-6° CURB yy WASHER AND NUT DIA. HOLE ~f r m f'W' BEAM RAIL ~ J : 2 c-r36t -p ~ ~1~ _
6'-0" 1-i/4° DIA. 5CH. 40 4'-0"
w GALVANIZED STEEL PIPE TO 1'-6" CURB AND GUTTER IN zo'-a° ~ W/ WHITE PVC COVERING 41° '~~~iiir~~pA~~ ''~~~~grr~Qflut~ H~~1 D`28 10
ca 11' 9" R, i/2 EXPANSION JOINT {TYPICAL $ STD z TYP. END OF EACH RADIUS) POST STD. W6x9 GUARDRAIL I ~ / POST ~ 6'-3° SPACING ~
0 ~ RIGHT OF WAY The drawings, the project manual and the design shown
m ~ 4° - 35DD P5[ theron are instruments of ColeJenest & Stone, P.A..The
o CORE DRILL 1" CONC. SLAB GROUND LINE TRAFFIC 30' TRAFFIC GROUND IJNE reproduction ar unauthorized use ofthe documents without
~ LARGER THAN I consent of ColeJenest & Stone, P.A. is prohibited.
PIPE DIA. a DEPRESS CURBS FOR „ 3 ~ , ~ FUTURE ACCESSIBLE RAMP GROOVE JOINT TYP. 2-6 CURB AND
Fl • ~ h ~ w {TYPICAL EACH SIDE) w CaleJenest & Stone, P.A 2010 0
24" ~ SIDE VIEW Q I GENERAL NOTES: i~
GROUT ~ 15' R, TYP
1) DETAIL INFORMATION TAKEN FROM THE NORTH STORE NUMBER 13036 CAROLJNA DEPARTMENT OF TRANSPORTATION
EDGE OF SLAB ROADWAY STANDARD DRAWINGS DETAIL 862.02 PROJECT NAME
2) FOR ADD1TlONAL DETAILS f~OT SHOWN, SEE
w 2'-9° U NCDOT ROADWAY STANDARD DRAWINGS
~ ® ~ EXI5TING EDP 3) THE ROUTED BLOCK SHALL CONFORM TO ALL HWY 16 AND HWY 73, DENVER, NC
C9 ~ m z ~ REQUIREMENTS OF SECTION 862 OF THE
° ~ TIE TO EXI5ITNG J NCDOT STANDARD SPECIFICATIONS.
~ ® ® o CURB AND GUTTER, TYP. ra DRAWING TITLE 4) ROUTED BLOCK MAY BE USED WHERE APPROVED SITE DETAILS
r~ w BY THE ENGINEER.
Q 2'-9° TYP. Q w
J ® ~ ~n~rr *,n~ur n~ur ems GADD PLOT: SCALE: 1"=30' DRAWING N0.
IL Tv VIVV llV
3 6-fie DRAWN BY:
VOID PLOT: DJM
WALL OR BUILDING FACE
PLAN VIEW DATE: 07(12110 CV7.3
SUPERSEDES
iDRAIL NTS Cl PLAN DATED: REVIEWED BY:
INVERTED 'U' RACK FOR BICYCLE PARKING N.T.S. C13 DRIVEWAY ENTRANCE AT HIGHWAY 16 N.T.S. 7 VEHICULAR GUARDRAIL

(4) ALUMINUM
HINGED VAULT ~p ~ p 0 D
ACCESS COVERS; SEE PLAN
FACILffIES PLANNING, DESIGN, & ENGINEERING
SOD PER 106 WILMOT ROAD
PLANTING PLAN SLOPE TO DRAIN DN SHEET CV6.0 oastw~ TnvALL a. REDUCED PRESSURE PRINCIPLE ASSEMBLY DEERFIELD, IL 60015-5105
CONCRETE CURB PER - ~ cawnmr~ SHUT-OFF VALVE m1 ALVE ml SHUT-OFF VALVE ~2 CONSULTANT PROJECT N0.50243
DETAIL 5/CV7.1 RE5ILIENT SEATED GATE VAL :ATED GATE VALVE CHECK VALVE ~1 RESILIENT SEATED GATE VALVE
WITH HANDWHEEL OPERATOR, oa~o roP of TOP OF SAND FILTER ~+`'m''~• wuL aEEL OPERATOR. WITH HANDWHEEL OPERATOR. PROJECT TYPE CHECK VALVE ~2
TO BE 9°t BELQW ~ ~ L°"~
FINISHED GRADE ELEV:736 25 o~vE ~ TEST COCK ~1 rl ® DRAWINGSISPECIFICATIONS BY:
;ITT=r ~-,r~r~~ ~ ' ~ l~ TOP OF VAULT HEAVY DUTY CAST IRON FRAME HEAVY DUTY ASPHALT ~`~D~~ ~ . ~~r~~ ~ ~r€ ~.m~ & GRATE NEENAH R-499D-AX PAVING, 5EE DTL. 2/CV7.1 RESTRAINED JOINT ? WALGRI=ENS'
' . ~,~f, OR APPROVED EQUAL ~ ~ JOINT ®LANDLORD'S CONSULTANT
I`21'~s •~a:=w SLOPE TO DRAIN ° •a' ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISt=, BY:
~~L~-1 ° REMOVABLE ~sa..:~~~~-~ ca OVERFLOW WEIR• €~~~r~
~~w~E~ r In r~~~M '"A 1N5ULATED ENCLOSURE ~,~_~i LIP ELEV. = N ~ NOLOSURE ~ DUCTILE IRON PIPE OR ? WALGREENS' CONTRACTOR 'ORTS. l I FLOW- I TYPE K OR L COPPER
~ ELEV:730AD _ WITH DRAIN PORTS. ~ 734.00 i;~ r- !!ri//rr,>.r rlri r~%r , . :'rim, ~ri~rrrr.rr« rrrfrsrrr~rrerrrrrr t cur wAt>. oowrr TO earraM OF E ,I , h\\\\\'\~\\\\\\\\ti\\\ S\\\\\\` :i~'t\\\\ \`;~\\~\\\~\\\\~:\\\\\\\\\\\\\\\\\4\\\ a PAVS~BJi OQAINAGE f-0[Y~ 2.5 2.5 ice:,, : TOP OF SAND 8°~ 6° 8". _ 7 r_ •,.•r[ r ~L;' st - rv e.. r ~ - ti• n_7 r x t„i ~ • I 1 I I I TUBING FOR MIN. 5' ®LANALORD'S CONTRACTOR (TURNKEY CONSTRUCTION)
r .i , u~-i~N ~~r~'~.r W --~z.`~-~,... •~-~,~~:~~--~',~V a ~ wu~ Is cur I.awe~ Tux n~ SLOPE GROUND d.-,~.;~ :r-~Il` ! Is,~ ~ ,~1 ' ~ ,a°„ r,,.-'~ ' R rte: r G d PAVrTB~IP• BRWG 51J9C~ADE OVH2 r ELEV:728.50 ~ ~ ~~,~,m• AWAY FROM COVER ,-J }:r: k~^=r ~c .~`:+~.`:";arr.~:,M * , ....~a.ra~: ~ti.;,"`r~l~~~~ Q '4}~~_ ~~v ~ ~ ~ ~ r~rA1~0J[3 WALL 4 9 TOP aF WALL eACK TO sL9G2A0E ~D T I~~ ON EACH END OF ASSEMBLY. STORE BUILDING COVER IT 12" IN. RELIEF VALVE ~ I
wa , ~a~'MM -1,--_ TOP OF FlLTkR STONE ~i^,`%',,~., > ;.r•;,~, _,,~.`,r'.~ ~ c. tl aevATlav.~es~sTar>rwaAaaea (.,,J ~ I' ~ ~ ~ ` ~ v: ~-~i ! I~ ~r ~~G~! ~ ~i r:~ R! FaT62 FAPltIG ON 4 fi~ I~I 30 MAX. OUTLET 1 T
v ~ i; - 1p;'. a! --r I i i I I ~ ~r{~,~'v°•'~` ' , ~':'S~^~~"'t~~'! ' I f. ~I I { 11.-'-., I I~ I f=! 11= W~ H~ ..4 , Q' 9, 00 NOT PLACE 501. W62 TOP ~~III~ _ ~ i~~- NEW.
=1 I ~ ELEV: 727.50 I ~~.~y • b~ , ' ; ~ ~ 4 - ~1~-11f=ilf_ - j . `~~-r' ~~,~~I~I ~I~~.~I)~1~1~1~11= ' n 4 RESTRAINED JOINT - '=I I i=1 I r---III-~ •.I I 1=~1 I ~I i 1~=i I I= NEw , JOINT ~ ~ , E-, ; LOWEST POINT OR ~ ~ ~ r-~ ~ REMODELING
tc„- n ~ INVERT OF FILTER ~I~I~ICI~.`~' ~ ~~~,--;~f~I~~ ~f~I~ ~'I 0 0 a.. N'Na~FS:NwA~ RELIEF VALVE OUTLET EXISTING ?
E r ~ ~ ~ ~ ~ l_ ° :II~~II_lII-_II! r ~~I~~Il~lhll 1lE~II-I~f~,ll_I'• D 0 ~ w~~~1.T~FA~I~ I r i, r~i ~W I ~ 2 CONTINUOUS 6 ~ I r~ _ ~ I r~ O ° ~~,E~.:I . ~ ,ter ~r r , , r..,_ I I_ ~ ~r'~- I ~ . ~ - - I I~ I I~ i f~ ~ ITT I ATM ° ° Q , ou,t~ of FA~x,~ RELOCATION ? SUPPORT, PAD AND NEW SHELL ONLY ?
PERFORATED PVC ~ ~ ! ' , 1=~ ~ i~ ..~T "I~ - _i l w- 0 00°°° a. 4 . 6° MIN. ~7 I-~;~f, ~illy ~ ,~r~~~~l~~I~~1i-11{~~1.-1~ O o°o°o •e • ' • Ps~olraT~ CONCRETE FOOTING OTHERS
STONE BEDDING 12° MIN. 12° MIN. UNDERDRAINS AT SAND ~I~I~IIr T-11~~3~ ~I~~I~fl~fPli--' 0 ° o a. a BED WITH CLEANDUT ~ ~ ~ ~ ~ ° O 0 00 °oo ~ ro oAnm+r Ar auv~vAr AS REQUIRED
AT UPPER 1wND EPTH VAR1E5 6"-11" O ° a COMPACTED O 0 000 oasr~a
AGGREGATE 5EE GRADING PLAN O O o aq a ~ ~xAOr: ( ) O O O oa aa• .
0 O 4 ° g COMPACTED SUBGRADE RSA SLOPE INVERT 0 •.A•• 18 FlLTE ND TOWARD OUTLET° a '
ASTM C-33 3500 PSI CONC. 5E G .a
( E RADING PLAN) a 2° - ~S WASHED a ' ' ~ ° ' 'a
STONE 4 a ~ ° ~ NOTES:
1O° - u 7 WASHED a • ' ' ~ ~ ' ~ . •4 • 1. COPPER, DUCTILE IRON, OR BRONZE INI OR BRONZE INLET AND OUTLET REQUIRED.
~ 2. CONCRETE SLAB STABILIZES SUPPORT; STONE UNDERDRAIN 3. RPZ MUST BE CERTIFIED AND TESTED P LIZES SUPPORTS BETWEEN BACKFLOWAND GROUND. SIZE ACCORDINGLY OR BY MANUFACTURERS' RECOMMENDATIONS. J AND TESTED PRIOR TO ACTIVATION. CERTIFICATION AND TEST RESULTS SHALL BE SUBMITTED TO LINCOLN COUNTY PUBLIC WORKS.
4. APPROPRIATE THRUST RESTRAINT AND RESTRAINT AND SUPPORT MEASURES ARE TO BE DETERMINED BY INSTALLER.
5. HEATED ENCLOSURE I5 REQUIRED. REF REQUIRED. REFER TO DETAIL 121CV7.2.
6. FIRE LINE INSTALLATION SHALL INCLUDI 7. FIRE LINE INSTALLATION SHALL INCLUDI J SHALL INCLUDE A DETECTOR BYPASS METER (REDUCED PRESSURE DETECTOR ASSEMBLY).
J SHALL INCLUDE TAMPER SWITCHES WIRED TO ALARM CONTROL PANEL.
Land Planning
SAND FILTER INSTALLATI®N DETAIL N.T.S. ~2 TRENCH DRAIN N.T.S. 12 DETAIL AT 9 EXISTING RETAINING WALL N.T .S. 2 AND LARGER REDU CE REDUCED PRESSURE PRINCIPLE ASSEMBLY -ABOVE GROUND N.T.S. 3 Landscape Architecture
Civil Engineering
Urban Design
REDUCED PRESSURE
1/4 TURN R 1/4 TURN FULL PORT PRINCIPLE ASSEMBLY 1/4 TURN FULL PORT
BRONZE BALI VALVE ~1 BRONZE BALL SHUT-OFF BRONZE BALL SHUT-OFF 200 South Trgon Street vALVE ~1 CHECK VALVE n2 vALVE ~2 Suite 1400
SEE NOTE n~ SEE NOTE n2 CHECK VALVE ~1 SEE NOTE ~2
Charlotte, North Carolina 2820
11T-2° (OUTSIDE} o~ IoINa~ Tel [phone]
OUTLET PIPE ~_6° 56'-0° (INSIDE) 56'-0° (INSIDE} REMOVEABLE Fax [phone] REMOVEABLE ~ FLOW--
5EE SCHEDULE IN INSULATED E INSULATED ENCLOSURE _ www.colejeneststone.LOm
WITH DRAIN I 36° DIA. OPENING SEE DETAlL 12/CV7.4 B 2 4'X6' ALUMINUM DOUBLE WITH DRAIN PORTS TI ITI SEE DETAIL 12/CV7.2
° FDR SEC710N O LEAF SEE DETAIL ' W 3O° DIA. MANHOLE 4 WALL ~ 4 WALL / HINGED VAULT ACCESS COVER AT TEST COCK n1 ~I ITI LOWEST
FRAME & COVER SEDIMENTATION CHAMBER (SEE NOTE n3) I T I- POINT
A FILTER CHAMBER SEDIMENTAl10N CHAMBER ~ A !I X I I~ OR RELIEF TYPE K OR L COPPER TUBING I~ ~ ~ I_.,,;I VALVE OR 1° M1N. GALVANIZED STEEL
zo I I III OUTLET PIPE FOR MIN. OF 5' ON
L N,- ~ , , J °m a (2) 4X6 ALUMINUM DOUBLE LEAF SLOPE AWAY I ~ N o I~I EACH END OF ASSEMBLY. SLOPE AWAY ~ SEE NOTE ~4
z HINGED VAULT ACCESS COVER AT FROM COVER FlLTkR CHAMBER FROM COVER, ~ F
TYP. TYP.
11=11 I~ i i'~.~.:~ i i i~.i ~ i:.. "~'~-i 3 i-i t (_i~:.:~ ~ i._._i 11= ,
2'-0° F10ATABLES BAFFLE ~ ~ I-1 ! I--I ! G J I I- ~I I I.~I I I- _i [ i-=1
CLEARWELL 1 INLET PIPE I J SEE SCHEDULE J SUPPORT AND PAD AS REQUIRED
B
PLAN -
NOTES:
_ 1. REDUCED PRESSURE PRINCII ~ESSURE PRINCIPAL ASSEMBLIES (RP) MUST CONFORM TO LINCOLN
COUNTY PUBLIC WORKS 5PE 3LIC WORKS SPECIFICAl10N5.
2. APPROVED RP INCLUDES 5H ASSEMBLY. NO 5UB5TITUTIO ~P INCLUDES SHUT-OFF VALVES ~1 AND ~2 AS PART OF THE 1 09113!10 DJM PER WALGREENS COMMENTS NO 5UB5TITUTIONS SHALL BE PERMITTED.
3. TEST COCK ~i SMALL BE UI ~i SMALL BE UPSTREAM OF SHUT-OFF VALVE ~1 AND IS PART OF 2 09129!10 DJM PERMIT REV[EW
THE APPROVED ASSEMBLY. dED ASSEMBLY.
4. PIPE MATERIAL AND FITTING (2) 4'X6' ALUMINUM DOUBLE LEAF (2) 4'X6' ALUMINUM DOUBLE LEAF REQUIREMENTS. IAL AND FITTINGS SHALL BE PER LINCOLN COUNTY PUBLIC WORKS 3 10!12110 RTF PERMIT REVIEW ITS.
36° DIA. OPENING HINGED VAULT ACCESS COVER AT HINGED VAULT ACCESS COVER AT 5. ND TAPS, BRANCHES, FH'S RANCHES, FH'S OR OTHER ACCESORIES ARE PERM[TTED ON THE 4 10!12110 RTF PERMIT REVIEW
W/ 30° DIA. MANHOLE FILTER CHAMBER SEDIMENTATION CHAMBER PIPING BE-fWEEN THE BPA ~ VEEN THE BPA & METER.
FRAME & COVER I~ rn
OUTi_ET PIPE FILTER BED - - n
SEE SCHEDULE SEE DETAIL 12 CV7. - STEPS, ^oo ~ 1 REDUCED PRESSURE F `OVERFLOW WEIR / 4 CLEANOUT ` FLOATABLES BAFFLE z c ~ SSURE PRINCIPLE ASSEMBLY ABOVE GROUND ~.TS• 2
FOR SECTION _ _ ~ 0 ~ ~ o N
.:r',,;t;~:=':~ ~'Ji. ti~~?rr".r.,.:tf.,;v:,,;a. S;T'G lj~c.~;~:_ i~k~C~~:1:::rr.:^ ~t,~,%x:r:, ,~ti~ ~:I~J'r.:-~~ti;~ir.'.' ;.?'.a~ I: ~ I~1 :ti. ay~~~y,2 z:e.~tti -'~'~.'.M~.,r.... •~~:r."'i°;~ ~-~;W -.:v+ ,,~,~Jr.~e •:a;i•5•~i•::5:!»f:.' -.si•a v
N0. DATE 8Y DESCRIPTION CONST
N N_ N I~ I i~ REVISIONS
rn ~ ~ INLET PIPE 0 ~ CERTIFICAT[ON AND SEAL M 1" IRRIGATION
EXTEND UNDERDRAINS 5EE SCHEDULE THROUGH WEIR WALL (2) 6 DIA. PERFORATED
TO CLEARWELL PVC UNDERDRAIN WATER MAIN !1////!/ ~ <<<~umrrrrrr
ti~~ .~~'~a CARS
ALL PIPE TO ALL PIPE TO BE DIP, O ~ ~~..~~eoR~~.a~ + ,c=pQ;~EESS~Oy~~'L
SECTION A--A GALVANIZED COPPER GALVANIZED STEEL, OR ~ ~ • / COPPER LI M 2" DOMESTIC SUPPLY \ J a ~jJ~ ~ ~ _ S r
R -
Q © !f////!1D .''~pr~~niu~~~~10/28/10
Zp0 Oct V ~ 6" FIRE LINE
6o No, , rrl n m n
v v The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without
10'-D° (INSIDE) consent of Colelenest & Stone, P.A. is prohibited.
11'-4°
OUTSIDE A~ TAPPING A~ TAPPING SLEEVE AND VALVE-2" SgUARE ~ TEE Colelenest & Stone, P.A 2010
( } OPERATII OPERATING NUT W/VALVE BOX ANO COVER
O STEEL Q DESIGN NOTES O STEEL ENCASEMENT UNDER HIGHWAY OK METER BOX. REFER TD SCHEDULE.
O SADDLE 1. CONCRETE MINIMUM STRENGTH - 5000 PSI 28 DAYS SECTION B-B O SADDLE AND TAP © METER SETTER ~ METf=R APPROVED BY PUBLIC WORKS STORE NUMBER 'I3O36 DEPARTMENT. REFER TO SCHEDULE.
2. STEEL REINFORCEMENT - ASTM A-615, GRADE 60 ~F 6" - CU ~F 6" - CL52 DIP OP 5 PIPE DIAMETERS OF STRAIGHT PIPE ON BOTH SIDES PROJECT NAME
3. DESIGN LOADING - AA5HT0 H520-44 OF METER; [.E., FDR 2' METER J=10", etc.
4. DESIGN SPECIFICATION - AASHTO LOAD FACTOR DESIGN METHOD INSTALL VALVE IF SERVIGE MAIN 15 UNDER HIGHWAY
5. EARTH COVER 1'-0° MIN., TYP. 6. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
7. SAND FILTER CONFIGURATION SHOWN BASED ON MODULAR UNIT BY OLDCASTLE PRECAST. HWY 16 AND HWY 73, DENVER, NC
ALTERNATE CONFIGURATIONS MAY BE ACCEPTABLE, PROVIDED THAT OVERALL DIMENSIONS
ARE MAINTAINED. DRAWING TITLE
SERVICE SPEC SERVICE SPECIFICA'ITONS SITE DETAILS
SERVICE MUELLER SETTERMODEL SETTIItMODEL MuEri.>wRT..~ Arm FttAn~ CADD PLOT: SCALE: 1 "=30' DRAWING N0.
SIZE
® 203-RS-15-1&F-S AN 15-1&F-S AN 282920
Oldcastle Precast 1 330-RS-18-24-FS-AN 18-24-F s-li N 282921 DRAWN BY:
Telford 2 550-v>3-27-30-i;-B 27-30-1;-8 A 700098/282921 VOID PLOT: DJM
DATE: 07112/10 CV7.4
SUPERSEDES
PRE-CAST SAND FILTER N.T.S. 7 TYPICAL WATER SERVICE SERVICE CONNECTION N.T.S. PLAN DATED: REVIEWED BY: