20080301 Ver 1_Site Plan_20080509

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/ .~w \ Realizing the Possibilities
/ / w~ / . q ~ CHESTNUT LN N
/ ~ - 1 3 ~ land Planning
/ ~E k Q Q
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/ /
/ / L Yea 1 x / CRY J. VICKERY & ~ , ~"°E"'`""""9
/ i ~ L / 9 E, LANE VICKERY ~ 'm ~ ~ VICINITY MAP N.T.S. ~ Urban Design
/ WATER QUALITY 2~5-° DE 205-4u5
/ / POND ID: O7~- ~ 47- 07-147-130A SURVEY DISCLAIMER
/ / / ~ 2oo Sou[h Tryon S[rcet, 5uih 1400 Charlotte, NC 28202 ~ ~ SURVEY FOR CROSLAND PREPARED BY R.B. PHARR & ~.7on 3]61555 h~a.3]6 ]85i gyn. www.mlejenestsronemm
/ TIN UARIES _ ~ ASSOCIATES P. A. 241 POST OFFICE DRIVE UNIT A-2, INDIAN
/ BW 695.00 ~ ~ x / o ' ~ v' , ~ TRAIL, NC. [phone] REVISED 02/17/06
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FUTURE DEVELOPMENT / / % o w iVELOPMENT ~
a - TRAC = T B 1.45 AC P~'/ BUILDI A
~'~°~A~ ~ VILLAGE
P~/ ~ 13 . ~ (8,400 SF) ` / AUST(N PROPERTIES, LLC PHASE III
/ o/ DB 1341-558
/ ~ ~ / / s ~ ID: 07-147-13C
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/ I
0.. s'" / / m Indian Trail
/ 2p f / ~ ~ North Carolina 28079
/ /
/ r /
r SHEET INDEX
' TRACT A ± 13.59 A.C ~ ~
HARRIS TEETER ~ ` ~ ~ ` ~1~. e ; . ' SHEET NUMBER SHEET TITLE

~ (48,500 SF) ~ CV0.0 COVER SHEET COVER
- 1 SS1.0 SITE SURVEY
J CV1.0 DEMOLITION PLAN SHEET
f S,
\ y3 CV2.0 STAKING AND MATERIALS PLAN
- - CV2.1 TRUCK ACCESSIBILITY PLAN
<; ~ ~ ~ ~ ~ CV3.0 GRADING & DRAINAGE PLAN
~z i ~ f ~ ~ ~3 . ~
q ~ ~ 1. ~ _ x ~ / ~ ` I r s DA1.0 DRAINAGE AREA PLAN
h' ' t` k, ~ ~ ~ I CV4.0 EROSION CONTROL PLAN -STAGE t
~M1~ J ~ CV4.1 EROSION CONTROL PLAN - STAGE II
~ 4 P~ Q i ~ o ~ ~ (UNDER SEPERATE COVER)
} I ~ 4 ~ s ~4 ~ ~ w~ ~P ~m ~ IJ
~ ~ 1 ~ I i CV5.0 UTILITY COVER SHEET
~ , o ~ 3
I; ~ ~ BUI r ~ ~ ; ~ BUILDING C CV5.1 WATER DISTRIBUTION AND SANITARY SEWER PLAN Project No. I I T CV5.2 WATER DISTRIBUTION AND SANITARY SEWER PLAN
~ G I qk a ~ cs,sss s.F.~ 3562
/ ~ 3 FFI ~ _ 70734 ~ CV5.3 WATER DISTRIBUTION AND SANITARY SEWER PLAN
~ ~ i ~ ~ _ L, ~I I I CV5.4 WATER DISTRIBUTION AND SANITARY SEWER PLAN ISSU@d
i ~ ~ ~ a ~ i i ~ ~ ~ CV5.5 WATER DISTRIBUTION AND SANITARY SEWER PLAN
1 ~ c, - ~
~ ~ ~ ~ CV5.6 WATER DISTRIBUTION AND SANITARY SEWER PLAN ~/si/os I.
~ ~ / ~ L _ mp .j ~ " CV5.7 WATER DISTRIBUTION AND SANITARY SEWER PLAN DETAIL SHEET
BUILDING B ~ f - - - - -f CV5.8 WATER DISTRIBUTION AND SANITARY SEWER PLAN DETAIL SHEET
400 SF ~ ) o f ~ ~ CV5.9 WATER DISTRIBUTION AND SANITARY SEWER PLAN DETAIL SHEET
/ ~ / ~ o C]~
~ ~ ~ o o ~ ~ ~ ~ : ~ as . _ . , P~ I v 3~ CV5.10 WATER DISTRIBUTION AND SANITARY SEWER PLAN DETAIL SHEET
~ G C]~ D• I CV5.11 WATER DISTRIBUTION AND SANITARY SEWER PLAN DETAIL SHEET
. / ~ - e _ . a~ . . F ~ ~ CV6.0 PLANTING PLAN
~ ~ w.~ 0
.-c~ t. - - I j N CV7.0 SITE DETAILS
~ ~ / ~ ~ s ~ Cfl CV7.1 SITE DETAILS Revised
~ ~ ~ / ~ 6 13 ~ - M CV7.2 SITE DETAILS Q ,/</o~
~ ; I ~ ~ ~ _ . , I
~ ~ 2~,_ ~ T' CV7.3 SITE DETAILS
~ ~ ~ ZM1 ZONING BOUNDARY EXHIBIT Qz V25/07- PER RENEW COlAMENTS
~ ~ / z ~P I Q3 1/30/07- PER UNION COUNtt PUBLIC WORKS
J I v J
~ ~ ~ ~ ~ ~ ~ ~ L; f ~ Q 2/05/07- PER UNION COUNTY PUBLIC WORKS
/ , , ~ ~ ~ f F
~ ~ \ ~ BUILDING ~ 2> ~ ~ BUILDING D m ~ Q 10/12/07- PER REVIEW COMMENTS
~ s III( ~ ~ / . ~ (11,912 S.F.) ~ ~ ~ ~ 0. ~ ~ ) ~ ~ (fl,912 S.F.) I ~ Qg 2/7/08- PER RENEW COMMENTS
~ ~ o ~ ~ , ` FFE = 710: FFE =710.68
z ~ / ~ ~ ~ ~
~ ~ O NOTE: Q 3/14/08- PER RENEW COMMENTS
~ a , J ~ ~ ~ ~ ~ ~ ~ ~ if Q

~ - ~ 2, rj I , ~ ~ ~ PHASE II MUST BEGIN WITHIN TWO (2) YEARS OF THE COMPLETION OF PHASE I. `~~p~?~~
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_ BUILDING E LARRY J. VICE Y, TRUSTEE
11,912 S.F.) aj t DB 3109-348
FFE - 710.68 ID: 07-147-1308
BUILDING F SCALE: 1" = 40'
(5,998 S.F.) I
FFE - 710.40 .Y 0 20 40 80
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\ ~ ~ ( ~ ~ ~ ~ t E ~ "s t 9 _ ~ Landsca eArchitecture
1, ~ i Y t ~ t g q g t , ~ SURVEY DISCLAIMER
1 0 ; ~;1 ;,rs~ ~ ~ 'w., w~ ~ \ 1 e s ~ , ~ t 1 r 4 x; \ 4 ~ Civil Engineering t ~ t ~ ~ \ ~ °e i ~ tt
° ~ Ja \ ~ t 1 ~ i 1 1 ~ f ~ ~i S ~ t. ~ i~, y ~ SURVEY FOR CROSLAND PREPARED BY R.B. PHARR & " . ~ ~ ~ ES .A. 241 OST OFFICE DRIVE UNIT - Urban Desi n ` ' ~ ° ~ - ASSOCIAT P P g ; ~ a ~ A 2, INDIAN °
O, ~ ~ 1 ~ ~ WETLANDS'~TO B REMO e'~ t, ~ ~ ~ k ~ y \ ~ . ~ ~ ~ d \ ` _ ~ ~ , q~. TRAIL, NG. [phone] REVISED 02/17/06 i '"'f .5
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~ ~ `1 a ~ ~
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~ ~ ~ ~ ~ A 0 4 ~ tai "r~ ~ ~'"~x ~ _ _ DEMOLITION PLAN NOTES
~ ~ ~ ~ ,f-., ~ ~ ~ ~ r` ti ~ 1. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS r,, / t`f ~ ~ ~ _ ~ DESCRIBED BY THESE DOCUMENTS AND SPE IFI
`'k, ~ t.. 1`1.1 9 t IV n f , Q. t $ ~~3 L! J _ C CATIONS. CONTRACTOR IS TO OBTAIN ALL
\ r° r' - , ~ ~ T I PERMITS. „1_ _ d r' rn ~
+ ? u. ~ i~ ~ 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH
~ ~ ~ ID. ~7-1 ~7 ~,~0 k. k.. J o o f= - ° ~ ~ APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER, ETC. 't. i'` ~
~ ~ ,r ~ i ~ , / 3 - rv s _G ~ ` 5`l / ~ ' ' ~ 3. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIE AM f, S D AGED
~ ? ~ } f~ DURING CONSTRUCTION AT CONTRA T P ~ f ~ ~ C OR S EX ENSE. THE OWNER WILL PAY TO MOVE OR
x'44 ~ ' a\ 1/ - . J \ ~ 1 \ J ~ v f,. ~ ~ ~ ~ n REPAIR ANY UTILITIES ENCOUNTERED DURING CONSTRUCTION WHICH ARE NOT IDENTIFIED ON g t ~ ~ ~ Y ~ ~ f` ~ , s,r" ~ ~ I CONSTRUCTION DOCUMENTS OR SITE SURVEY.
r. ~ 1 \ i ~ w \ ~ ~ 1 ~ ~ 1 i ,
uw ~ ~ 1 t ~ Y / ~ ry:; ~ 4. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND ~ ~ ~ ~ _ Pro ect No.
~ ~ - DISP05ED OF PER LOCAL ORDINANCES. / _ ~ ~ r ~ r
f ~ ~ ~ ~ V ~ ~ l EXISTING 1'\ s ~ ~ ' ,i ~ ~ ~ WELL jT0 BE ABANDONED IN I ~ > J ~ ~ ~ ~ ~ ACCORDANCE WITH NORTH CAR \ ~ i ~ ~ BUk~DIN / ~J / ~ G TO BE t~ ~ ~ S. INSTALL 6' CNAIN LINK FENCE AROUND PERIMETER OF PROPERTY DURING DEMOLITION AND 3362
f ~ ADMINISTRAII OIJNA 1 P a ~ ~ ~ , / \ f ~ J ~ VE CODE: ISA NCAC \ \ ~ ~ i' DEMOLSHED / ~ ~ , / ~ I i ~ ~ s - " ~ CONSTRUCTION. ~ ~ ~ CONTRACTOR / - _a a~ t~
~ ~ ~ 1 , / ~ M--__. . , ~ ~ 0X.0113 k ~`t ` ` b / ~ s ! TO Er~~SURE _ / f~ ~ t 1 6. SAW- T GU CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND GUTTER BEFORE
' ALL UT<IUTIES < ~ I ' ~ . ~ EXCAVA N T10 WHERE CONSTRUCTION PLANS SHOW TIE-INS. Issued i HAV~f BEEN ' ~ t
~ i ~ ; \ ~ ~ 1 1 ~ ' r ~ 1 ,r KEEP GRAVEL xAREA AS ~ ''r + ALL PUBLIC STREETS ' ~ PROPERLY f, ~ ; tI 7. _ SHALL REMAIN OPEN AND UNOBSTRUCTED TO TRAFFIC ER{OSION CONTROL .LL~ ~M " ° ~ j - 1 /31 /06
`t DISC NECTED~ j AT ALL TIMES. ~ 'a SPACE FOR USE DURING g 1'~ ~
i k r t°" l r CONS U'Cll ; - ~ ~ TR ON. ~ ~ I Kt f r• ~ ''q n 8. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING CONSTRUCTION PER WORK
1 ' i i 'w, ~ / 1 3 ~ y ~ ' ~°r" ~ ~ ~ uo ~ F ~ o o AREA TRAFFIC CONTROL HANDBOOK STANDARDS. (W.A.T.C.H.) 1 ~ ~ / ~ f'' ~ ~ t, ~
ri t C;~ ~ ' fi ~ ~ o ~ _ 1 } ~ - ~ ~ \ " ! 9. CONTRACTOR SHALL COORDINATE ALL DEMOLITION OR INSTALLATION WORK ALONG '
_ ° 1 ~ ' - ~;,v~_`,._._ .F, ;~?--J. W CHESTNUT LANE & POTTER_ROAD WITH THE TOWN OF INDIAN TRAIL_AND NC DOT, ~ ~ o
"~~.w ~ r; ~ I ~ \ ~ .mil _ ~ r ~ ~ ~ ~ o" ~ { t ~ 1 - .i_ ~ ~ ~ - ~ ~ - s
~ ~ REMOVE ~ i} ~ ~ ~ - j~`-~ ~ r~, ~ j 10. DEMOLITION OF STORM DRAINAGE AND SANITARY SEWER SYSTEM(S) BY CONTRACTOR SHALL ~ ~ i 1 ~ ~ ALLOW FOR CONTINUOUS USE OF TH Y
~ ~ ° ~ ~ FENCE ~ ~ ~ ; ~ ~ . ~ ~ w ~ ~iL ~ °i ~ ~ E S STEM(S). ~1 ~ C) oy t ~ J , ~ ~ s
~ ~ t' ~ ~ ~ ~ ~ ~ ~ ~ I i .b, 11. REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND/OR SIDEWALK DAMAGED AS
li' A ~ ~ ; r~ r t PART OF DEMOLITION PROCESS. s x I r o°~ , ~ i I ~
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49,0 S 09'07' 4 C 1' .r y_ f 2016 1 E 97.C9 l 0 24 _.5 . 98-38 5 S 38~eJ2wE.__, J CENTER 11. 11-800-632-4949
. CV1 so - - r 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
1`11'37" s o E 97,64 "21n 15 Oi 0 =dr' A SSURiNG THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2 n - Mme- 2251 S -0 ' 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
- S 09-07'24' i H. The drawings, the project manual and the design shown d NECESSARY TO INSURE SAFETY TO THE PUBLIC. M9 -
E 99.9 .93,._ a theron are instruments of Colelenest & Stone, P.A.. The 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO r
~ ; Ufa dOt1M &/v n _ 1`11' wwwu ca : S 90 S15°1'41" eproductlon or unauthorized use of the documents without STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
E 99.95 7 11 consent of Colelenest & Stone, P.A. is prohibited.
© a; 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART r maysoe, f p`s . P, OR AS AMENDED. ColeJenest & Stone, P.A. 2006
f z ` 3~nfasas AU TINVILLAGE, LLG O W
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/ RETAINING WALL PROVIDED BY / DEVELOPER AND DESIGNED BY
/ / OTHERS. NOTE: THE TOWN OF SITE ks,~ o~
/ INDIAN TRAIL DOES NOT REVIEW / / RETAINING WALL DESIGN. ~ ~ Sha in the Environment ' ~ P9 1 ° Realizing the Possibilities . SIC
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/ PARKING IN REAR FOR 1 I E I v z e.-' N.T.S. 3 VICINITY MAP ~}(j n,r}~~ i9 Land Planning
/ EMPLOYEES ONLY WATER QUALITY LU1 CC77 1 ~~.1! ~h +
/ POND / 2 s~WA~.K~-~~R~ ~::k SURVEY DISCLAIMER LandsapeArchitecture
~ a~,~a / GUTTER SHALL EXTEND + ~~q, TO PROPERTY LIMITS i SURVEY FOR CROSLAND PREPARED BY R.B. PHARR & Civil Engineering
~ c,~' / ~ ~ / HD BITUMINOUS O ASSOCIATES P.A. 241 POST OFFICE BOX DR. UNIT A-2, +
PARKING IN REAR FOR / CONCRETE-SEE 1 5' CURB AND WHEELSTOP, TYP. SEE a; 1 i CHARLOTTE, NC. 704 821-4029 REVISED 02 17 06 UrbanDesi n ~ i ( ) / / 9
~ EMPLOYEES ONLY OTL 4/CV7.0 DETAIL 12/CV7.0 v, ~ / / GUTTER (TYP) 0`aA"V~ , ~ ~ 1 , ~ ~
Q ~ / / 2 ~
~ ~ / TRANSFORMER ~ n. LEGEND ~ 'j" ~ 200 South Tryon Street, Suite 1400 Charlotte, NC 28202
~ ~ / o° ~ I Q~ YiR'' SYMBOL DETAIL p+7043761555 f+7043767851 ~rt+ www.colejeneststane.com SI
~ ~ / PARKING IN _ _ ~ li i~ i ~ IN ; o CURB ANO ~
o / _ N ~ s t o s~ 9 , a / ; I e , ' ' ~ , i ~ ~ ~ ~ ' ~ EMPLOYEES ~ I , f ~ I : s , , I ~ SAN, : o ~ = G TYP 3 ~ I t; ( ) . :S y ~ I I. F~ ~ PROPOSED SIDEWALK 16/CV7.0
r , ~ ; ~ or: , MT; ~ s' ~ / / ,~s k i l i,; s~ j j i~~; N15'3617i W !a l i i i L' E LY / ~ ~ ~ ~ s W 1 u S
i 1 f~ 3 i s i `p R f l j f ` E / ~ ,0 X42 86 acv I ~ i , i'! ~ w I ' ; j L ROAD AND SIDEWALK I I 1 , ~ r
, ~ , / _ f ~ t~ 1 g~ i i i LAN A A ~ i I 3 CONN ECfiION o s ~ o } 4 i 1
/ t i ~ 'OO / / { i ~ i' s3 " of _ r I I / ~ " ~ ~ ~ ~ ~ ~ ~ ~ PROPOSED ACCESSIBLE SPACE 19 CV7.0 I I/~ I w /
s h , 1 ~ E 4 ~ f~ ~ j a / ~ ' . _ ~ ~ ~ S 8 'j / ~ f 3 y, ' ~ t{ I o 3 ; ~OtJCR~ 0 f 2~ 3 S ,
r / ' ~ ~ ~ ' i ~ I ~ ~ FLUME ~ 1 ` , @ ' x ~g~ ~ ~ ` INTERNAL ACCESS TO OUTPARCELS 5' SIDEWALK ° ~4 i a
i iS ~ i f i ' r` 4 / ~ 6~q F ~ ~'~q ONLY--NO ACCESS FROM FUTURE (TYP)
/ y I I OMPACTOR SCREEN ~ { 0 ~/]/7~~~b0+ : , 4 ~ , i t 5t ; ' , ~ DEVELOPMENT ONTO ROADWAYS o ~ PROPOSED ACCESSIBLE SIGN 18/CV7.0 I
/ / 3 7 [ N i ~ E ~ 1 S I ~I WALL BY OTHERS p , ' I ;~F i { I ; k s ` FUTURE DEVELOPMENT
/ / ~ ~ 9~ ~ z I ~ ' s / ~ ~ E b ~ f j o. 5.00 i : , i ~ 5 0 i ~ a' ~ s E• ; ~ ` . 'n AO 1.5' CURB AND 20' ASPHALT -
P~/ ~ 1 ~ ~ I GENERATOR PAD ; i ~ ~ ~ BUILDI A ~ I I ~ ~ ' ' ' ' , ; d~`0~, { BY DEVELOPER ~ ~ ~ ~ ~ , ~ ! ~ x ! 3 TRACT B =1.45 AC I GUTTER (TYP) TRANSI~noN To
i. ~ ~s' ~;Iz ( ~ S' PLANTING STRIP (TYP) EXISTING EDGE OF S~ PROPOSED STOP SIGN
~ 3 i TRANSFORME P $F~ ~ ~ ' ~ ~ ' / / 3 s ~ : R AD ~ I ~ ~ 0 t ~ / : , . BY DEVELOPER ~ I ~ t ~ k PAVEMENT 5' SIDEWALK (TYP)
/ I . ~ a FFE~ 703.17 ~ '°o• ' ~ € ~ ; ? , ~ / ~ ~ ~ ~ ~ t ~ w p
I i i ~ A 6 'gy`p ~ t o ~ COMPACTOR SCREEN WALL BY ~ t ~ S ~ s is ' ~ 3 ~ "a OTHERS -AREA TO BE COVERED ° ; . ~ ~ - s ~ ~ ;y. 10' X 70' SIGHT ~ USE STAMPED MANGLE TYP.
~ 1 qi IF DRAIN TIES TO SANITARY SEWER ~ ' ASPHALT OR PAVERS ~ . $ I ~ ~ ~ AT ALL CROSSWALK HEAVY DUTY CONCRETE 8/CV7.0 .S f Ql j ~ o
l 1 1 3 3 5 S ~.;F, V S E ~ F ~ pp. , o UTERI I ~ ~ ~ ~ ~ ; ; ~~"~;'~'o LOCATIDNS ~ , i ~ O ; ; o~ 35 X 35' SIGHT
/ / ~ ~ ~ ~ F ; ~ DUMPSTER ENCLOSURES , f / 2p ; , ` ` ° ; , ~ ~ SEE PLANS BY ARCHITECT ~ ~ 3 ~ , ~ ~ TRIANGLE, 1YP. ~ - ; ~ ~ ~
/ t C j ~ • { / ` 1 9 : 6 THICK REINFORCED -SEE OTL 14,4/CV7.0 o ~I, ~ ~ PROPOSED PYLON ~
/ ~ f ~ ~ ; ~ ~ I ; ; x . CONCRETE LANDING ~ ~ , 20 CURB ~ + ~ ~ ~ ~0 / ~ ~ ~ ~ ! DOCK PAD BY TAPER- ~ S HEAVY DUTY BITUMINOUS CONCRETE 4 CV7.0 ~ ~ i : I ' e0~ 15~ I . SIGN ~ ~ /
/ i ~ DEVELOPE ~ z p ' 1 j •SO r ~ € F FLUSH WITH a ;ps ~ ~ I , ' ` 20 CURB ~ I'~I`,+~s ~ TAPER DOWN
~ ~ • ~ A I ' ~ # ~ ~ ~ PAVEMENT ~y t W. a ~ , ti SEE DETAIL ~ i . ~
i ; , ~ ~ ; ; TRACT A + 13.59 A.C s~ ; ~ ~ 1.5 CURB AND ( I I ~ ~ ~ ~ ~ ~ 00 ~I , ~ ~ ; ~ , ~ P , 2D/C~.G Indlan Trall ~ LIGHT DUTY BITUMINOUS CONCRETE 5/CV7.0
i ; F o ~ r 7D' BACK UP LINES CONCRETE PAVERS ~ ~ - GUTTER (TYP) ~ ~ { I i ~ 4 [ 1 ~ ~ ~ ~ ! ~ INSTALLED BY 1 i d34 ' 1` ~ r 3 r. , f ~ ! ~ P€~
f ~ ~ ~ ~ r ~ ~ SF DEVELOPER J ti~ 4~'~ ~,5 ~ Y ~ 9. I ~ ~ ; ~ ; . ` , ~ North arolina 28079 j~ I ~ ? a l 1 s ~1
11~^9 1 f ts' ~ 2 , iR~> X95 IV ° r I j ~v` ter, 6 ~ I 0 0 57"~'^` 0 3 u W; i , E j j • O
~'o ~ ~ ° ~ 3 ~ FFE~ 704,50 I v ~ ~ , I x { ~ i / ~ S I ; ; ~ ~ ~ p F 'S s 1 5=02 i i i 's ~ O F p~ I ~ r ~ I % ° e ' p : 0 ~ ,p0; I ~ ~ i PROPOSED 1'-6" CURB & GUTTER 15/CV7.0
I I," ~ ~ \ MONOLITHIC CURB ~ ~ 1 ~ ¢ ~ ` I 60' HT FUTURE i f \ 1 ; i E , - 9 30 37 W ,T,~,~ i . ~ , ,
~ AND SIDEWALK ~ , ~ 'S ~ ~ 0 EXPANSION ~ ~ > p 15 , ! ~ 1 _ s i i , I ~
I ! ~a~i : RAJ f~ I ~ 'h• a F j; I i~ ~ f l `i~ ~ N 10.d' I~
~ : CONCRETE FLUME i ~ \ E ~ ~ 9. V 00 I iC;'s .0~ ~ p ~~Q t s s ' t - KIr~ - ~ ~ ~ ~ PROPOSED 2'-6" CURB & GUTTER 22/CV7.0
~ a G : Y , ~ r ` ~ t7~• r~ 0 ~ A ~ { j I 4~
DUMPSTER ENCL ~ ~ w 12 ~ ~ I OSURES ,~h ~ 13 i i~
~,I I ' ' 0 ~ - 00 ~ : SEE PLANS BY ARCHITECT , , i ,'6 ~ , ' . ~ HR ~o' l ~ ~ i 4~. ;i~ \ 'I ? 24, ~ I ~
~ ~ ~ ~ ~ ! \ ti 0 I ,~h•~1 ~ ~ -SEE DTL 14,4/CV7.0 y ~ ~ ~ •0 ' E ~ ~ , , WHEELSTOP, TYP. 7 ~ ~ ~ HR PROPOSED ACCESSIBLE RAMP 9/CV7.0
•p ~ o _ ' ~ S ! ! ~ ~ SEE DETAIL T2/CV7.0 ~ I ~ I ~3 z ~I 5~0 ~ : I 3: 11 '1 O ao 0 ;
Q ~ I I ~ 4 4 ai } i(I ~r ~ 20' CU
PARKING IN REAR FOR ~ ~ ~ R16.Ob I ! ' RB ~ A Q PLANTED ! TAPER- ' ~ l ~ ~ EMPLOYEES ONLY ~ w I ~ ~ I 19.00 ~ ~ ~ ti P_ Oc ~ o
AREA ' FLUSH WITH ' ! ~ . \ 6~ 'S' _ I ; ' ! ~ "III PLANTER (TYP) rr \ ~ 19.00 , ; i STAKING AND MATERIALS PLAN NOTES ~ 1
, PAVEMEN ' : ~ . P ~ ~ . o 3 I \ ~ \ ~ a I i ! ~ PE S \ 00 I I s.o ~ ; ~ 0
I ~ t ~ r F ~5 > ~ ~ R15.00 ~ TYP BUILDING C 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. ~ i~~ ( ~'f
HEAVY DUTY CONCRETE I ~ ~ i / CROS G \ ~ 1 SEE DTL 8 CV7.0 TYP ro I I P J`' I w ~ / ( ) ~ . ~ p z p i ~ ~ § 1 ~ (5+~8 S.F.) 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
! ~ .p, A 0 rF~ ~00 I ~ ~ ~ o- ~ 0 PLANTING ~ y 3 I FFE - 707.34 \ ~ \ i ! Y DUM STER N LO RE 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B.) AND STAKE SITE
~ 4, r h• 0 j , ~ i ~ ~ ~ STRIR 0 I ~ € p N I ~0• Ql~ ~ ~ \ 'sO, 4 i ~ i I ACCESSIBLE SIGNAGE SEE PLAN B AR HI C AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. N TIFY N T T N P. I M F P
` ~ " ~ _ (TYP) ti o ~ ~ TRANSFORMER (TYP) I ' i _ ( " I i ~ ti~ ~ ~ ti Q ~ j I SEE DTL 18/CV7.0 -SE DTL' 4 CV7 0 0 COLEJE ES & S 0 E, A. M EDIATELY 0 ANY DISCRE ANCIES. - v ~ ~ ; , Pro ect No. 1
~ , , x Y 1- ' 0 ;w ; 4. ALL DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS `i ~x I~
R~S_ ~ I e S o \ ~ R - a I RET WING ' A L P OVI E BY OTHERWISE NOTED. 362
ROAD AND SIDEWALK 1 I ~ s ` ~ ~ BUILDING$ / ~ ~ ' ~ ' ~ \ P¢ 0~ ~ \ \ 7~0 ~ 1 ' ~ ~ DE LOPE A D SIG E BY 0 I;., ~ N+~ ~ J ~ 0TH RS. T E T W OF 5. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND \
CONNECTION i i I I : ~ ? , I ~ 10 30 ~ ~ ~ ~ ~ ~ ~ " ~ ' ~r INDI N IL DOE NO ~ VIEW CONSTRUCTION DOCUMENTS. \ 'rom ' ~ ~i ~ ~ 7 I ~ I a ~ ~ , n ~ - RET ININ ~ W LL ESIG .
' , ~ I ~ I I 6 THE WELL ~ •SO ~ s ~ ~ 400 S~ / p ~ i I ~ ~ 3 TYP) \ ~ '0 Issued \ \ { ; I ~ 1 i o ~ . ° ¢ ~ 6. ALL RADII SHALL BE 5' (F.O.C.) UNLESS OTHERWISE NOTED.
p ~ a ~ ~ 1 ~ ~j ~ 1 ~ i i , p` i r 3 ~ ~ CART RE N X 3 ' ~ x ~ ; .o o ~ ~ E ~ ,~4'. q~ ~ - 5 REA VIC 0 1/31/06
1 ; o ~ o F 050 / , , ~ ~ o ~ l ACTIO S E WELL ' F~° ~ F ~ a ~ z ~ ` ~ 7. STOP SIGNS SHALL BE R1-1 30"x30°. 2g ' as ~ ~ z W LKW ( )
€ ~O ~ ~ ; ~ I ~ EJECT T ( ) I, 04 , ~ g ! i I ~ \ A 3 CHA E 00 ~ iij ~ Q I ( ~ ; 00 ! ~ .4 ~ _w 8. SIGHT TRIANGLES INDICATED ARE THE MINIMUM RERUIRED.
WHEELSTOP, TYP. ` ~ ~y ~ ~ ' ! ~ 1 ~0 ~ ~ ~ HEELS'fdP : ~ F ~ E I 0 yQ . TYP~ SEE DETAIL 12/CV7.0 00 ` ~ ~ ~ ~ ,p I , A 0 ~S ~ EELSTOP, , I E ; ~ 4 , - ? + , ? ~ b 9. ALL MECHANICAL EQUIPMENT WILL BE SCREENED FROM PUBLIC VIEW 4
~i , I 9. 1~ ~ } ~ I ; ~ ~ ~ S DE AIL 12 V7.0 0 , ~ zp~ ~ ~ G 0 AIL 12 V7.0 \ HR j i ~ ~ . z5 ~
0 ~ I 1 ~ ~i HT P KING ~'~i f € ' I I ELD \ p ~ f 1 ~ ; i 'I 5' SIDE ( ) 10. PHASE II MUST BEGIN WITHIN TWO (2) YEARS OF THE COMPLETION OF PHASE I. is ~ o
~I .I o ~ ~ ~ i 00 0 k 1 PARKING IN REAR FOR - ~ i~p ~ I : ~ ~ \ ~ 0• 1 ti ,i 11 ~ S E i ( ~ ~
EMPLOYEES ONLY. S ~ i ~ 6 ` 1 ~ ~ ~ ! ~ ~ ~ 1. TO 3 } ~ e ~ 1;! ~ 4~Ipf ~ ~ 0 ~ t I~ i! E~ 1 1 \ l ~ , ~ ~ ~ ~ ; 6 ~ ~ ~ ~ - RETAINING WALL NOTES ~ i ~ I 7p I CUBA T
BE DESIGNATED WITH ( ~ , ~ ~ ~ ~ I ' I ti - V 'S , G E 2) PAVEMENT MARKINGS I 1. ' ' ~ ~ ; j~ ~ ~9 A jls~„° I ! r 2) ' ~ ` ~ ; I E 1 I ~I I 1. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3.
I ~ I I ~ I
_ e ~ ~ ~ 8 ~ ~ z~ g~ I , ~ ~ ti •~8 0 0~ ~ , o~• FUTURE 5 WALK ~ I t I ; ~ ~ 0• ti I ~ ~ ! ~ `s ~ ~ ~4 ! ~ ~ PLANTER TYP 2. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NC LICENSED 3 ' ` ! ( ( ) ENGINEER WILL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTON.
CONNECTION g ' • I 1, ~ I I ~ ~e ~ p'~, ~ i rl~r ~ ° •s ~ 13 9 , 3 ~ k I ~ i ~ ~ Revised
a ~I,I ~ o ' ~ ' 1`~ 1~" 1~ ~ loi ~ I ~ A N I NS N IN R M T P RF R TR R N R F N N a } , V ; I I I ~ ~ 3. C L CE ED E G EE US E 0 M CONS UCTION OBSE VATIO , VE I YI G I r; I o~; I w"' a A SEALED LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED 1 1/25/07 PER REVIEW COMMENTS
~ i § k I 1 ~ ~ ''J ~ f t 1~ ! ,y, p f . ! ~ _ ' I ' j ! I ~ h ~ PER THE ENGINEERED DRAWINGS IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH
FTC 1 E s ~D ~ , ~ Q i i •0 ° pp o 2.0 5 ~ ~ I 2 ? R2 I 2 ~ ~ ~ ! . ~ i t f 4~ ~ ~(j 1 i,~: s I i I m u CAROLINA BUILDING CODE. ~ 1 x ` 1
I ~ ~ ''(S r F ~ ~ w s ~ a ~9I ' ~ ~ ~ ~ ~ WHEE TOP, 2> : : BUILDING D - 2 10/12/07 PER REVIEW COMMENTS d ~ 1 1 ..r ~ i E ~ 1 ~ ` o; ; ~ i i III (11,912 S.FJ
f \ I s ~ ~ o; 9 A I ; ~ E DEVIL 12/ .0 3 I ' X6'9 'I 0 0 ~ i F •9 ~ ; i f i 3 02/07/08 PER REVIEW COMMENTS ; ~ ~ i I ~ ~ _ ZONING CODE SUMMARY
Rss 1~ 9 ~ ~ ; FFE -710.6$ n ' •Op ~ O~ , I § ~ ~ 8.0 ' ~ ~ PROJECT NAME: AUSTIN VILLAGE
i i ~ I ~ 2~ , 01~. ~ , s c ~ 1, ~ / I i ; ~ I I ? 4 03/14/08 PER REVIEW COMMENTS
Iry ~ 3 \ ~ \ ' 'R .00 s .a , 0 ;Iii ~6• PROPOSED ACCESSIBLE SIGNAGE 00 i 1 ~ _ ' ~0' ! ~ ~ gh g j ( rnb OWNER: CROSLAND PHONE 8 ~ ti ~ ; i L ~
(TYP) SEE DETAIL 18,19/CV7.0 ~ ~ , ~ ~ ~ \ f , , , I ~ PLANS PREPARED BY: COLE JENEST AND STONE PHONE [phone] p ~ ' , ~ ACCESSIBLE SIGNAGE ,~I ~ ~ `
I ~ t",, ~ ~ 3 ~ Z! ~ ~ (h" t I I 3 ` 3 ~ ~ I HD BITUMINOUS CONCRETE ~ a ~ ~ 3 E , ~ ~ 27 ; ~ ~ ; ; ~ ~ , ~J '1• ~ j R10.0 ~ SEE DTL 18 CV7.0 ~ F ZONING. B-4 JURISDICTION. INDIAN TRAIL
I -SEE DTL 4/CV7A ~ 4~~ ~ ~ ~ / i ~ ~ his r ~ ~ i i , ~ x ~ o Rl~f~[t PROPOSED USE: COMMERCIAL CENTER ; ~ ~ ~ ~ ~ BUILDING HEIGHT: 40' MAXIMUM STORIES: 1
0 s \I s ~ 'o i ` 00 ~0 i i ~ 1 ~ E O , ~ ~ O Q ' ~ BUILDING COVERAGE: 161,120 SF GROSS FLOOR AREA: 101,120 SF TOTAL O
1.5 CURB AND ~ ~9• ~ ti ~ ? HR i ~ `0 S '6y9 s0• LOT SIZE: NUMBER OF UNITS SUITES:7 ,?y ~ / ~u y ~
GUTTER (TYP) y; S i ! 2I i i l z 1 f y J I E ~ < ~ 3 w S ig ~ ~ ~4l~ f BOLLARD-SEE - J~ ~ ~ ~ YARD REQUIREMENTS: a I) ~ i i . , I ~ ~ DETAIL 11/CV7.4
i~ ~ ~ i ~ j ,,411 t i e} ~~p`fi~ I~ ~ ~'v` S ) 1 Y I~• ~ t f I , ; ~ SETBACK (FRONT): 0' PER FUTURE ROW (FROM CL OF R/W): N/A
° ( VELOPMENT ~ ti~ ~ v 2 ~ v ' r ~ ~ ~o f ~ I i ~ - I ~ ~ PGA` % SIDE YARD (L): 10' SIDE YARD (R): 10' 3 Q \ j ` ~=F-~-~-',r~~ 3 ~ ~ REAR YARD: 20'
r TRACT C ± 1.32 A.C
i E h / REQUIRED BUFFERS: FRONT: N/A
7-1 3d SAN "SWR ES~AT i gl 4 : I - ice- t 1421'4Z SIDE (L): N/A
v Q I j i " - i i I; I (N ~ i i s i i ~ ~ ~ a 4 2 i_...----*-' co 5 0° n ti oo R REAR: N/A s0• ~p SIDE (R): N/A
w~ , Ts" _ ( O i 0 V 0 9 0 ~fl \ \ 'PF` N
in r p F i , i E S' ' f 07 4 $ff :J• ; I 10 O N15'10 22 , 51:55 to REQUIRED SCREENING: ~~I %trJuniur1, FRONT: N/A ~~i~
O l i ~ f ~ s r s r ~C ? r i SIDE (L): N/A
J INTERNAL ACCESS TO OUTPARCELS > REAR: N/A N, O 0 : ° •ESS / FOUNTAIN S 2.5 CURB AND GUTTER TYP POR of 0 ' ® ( } SIDE (R): N/A + oR qr • ti
ONLY--NO ACCESS FROM FUTURE 0v. BY OTHERS SEAL CON BETE PARKING AND SERVICE ONLY: YES W ; C-1361 \ E
DEVELOPMENT ONTO ROADWAYS 47.0 -Al 4 ~ „9F l i STE S -1 : z Q : 0
CCESSI ; . I BUILDING E 5' SIDEWALK (TYP) ~I BUILDING E ACCESSIBLE SIGNAGE LARRY J. V PAVEMENT COVERAGE: 336,568 SO FT `p .off C 103 SEE DTL 18/CV7.0
20 CURB 9 „ SIGNAGE Q o . _ PLANTER TYP ! I SEE DTL ( ) 1'),912 S.F.) TAPER DOWN 1.5 CURB AND PLANTER (TYP) (11,912 S.F.) 1~ G ' NE c A DB INTERIOR LANDSCAPING:
2.5 CURB AND + , 1I• 18/CV7.0 FFE = 7 SEE DETAIL GUTTER (TYP I _ 1O.E 6oi IF 2s5~ ) BUILDING F FFE - 710.68 / S IQ. REQUIRED: 67,314 SF PROVIDED: u~n~~~~ 03 14 08
GUTTER DUMPSTER ENCLOSURES (TYP) 20/CV7.0 (TYP) SEE PLANS BY ARCHITECT 5' PLANTING /
6.00 (5,998 S.F.) 35 X 35 SIGHT STRIP (TYP) -SEE DR 14/CV7.0 PARKING DATA: (SPECIFY REQUIREMENT, ZONING ORDINANCE AND SECTION NUMBER)
FFE 710.00. ~..4 '<< SIDEWALK, CURB AND TRIANGLE, TYP. z: I I. 5' SIDEWALK GUTTER SHALL EXTEND <y I~ CONCRETE 1/ 250 sf - 101,120 total sf : 406 Spaces Required .t f T,~ BOO
10' X 70' SIGHTi TYP D .10 PLANTEO AREA TO PROPERTY LIMITS TRIANGLE TYP. ` . FROM FUTURE ROW RETAI G WALL PROVIDED BY DEVELOPER AND WALKWAY TYP STEPS R3
16 DUKE POWER EASEMENT m 5 REAR SERVICE ~
1' - REQUIRED:406 PROVIDED:518 HANDICAP: 13113 Van) ' SCALE. 1 - 40
t COMPACT: CARPOOL: LOADING SPACES:
, DESIGNED BY OTHERS. NOTE: THE TOWN OF - S I TRAIL DOES NOT REVIEW RET G•W POTENTIAL _ 0 20 40 80
FUTURE SIGN ' Musr ~
99.y3 ; ~ ~JG 1_ITY p NFO
SIDEWALK TYP 11~,1,Isb
TYP~ 2.5 CURB AND GUTTER : ~C CV2s0
20'. ASPHAL , 14 p 9 0 W 0 O y
TRANSITION TO 104,62 N31-l,'37 SEE PLANS BY PA SO BRINQ4ERAW TO OAD H '
EXISTING EDGE o P. ON"wSN20'16'01"W a....M I ~~N~~goor~ AVEMENT a 9,,.90 .•._.,~,~q 5..1.311 W -MP OVEMENT I MATION
16.00 : BEFORE YOU DIGI The drawings, the project manual and the design shown 1 j T Q p CONTACT ONB-CALLCENTER. th r n instruments f I n P A.. The
are Stone, R 1-400-632-4 ~~ts reproduction or unauthorized use of the documents without
LIMITS aoo'~ 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND g consent of Ca(eJenest & Stone, P.A. is prohibited.
AUSTIN VILLAGE L I p~}G a LLC 2.5 CURB AND GUTTER (TYP) ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
~A°° n - - - - U 1864-828 64°-828 ' Colelenest & Stone P.A. 2006 C 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN ETC. AS
R.D. R LL COMPANY, INC. 2.5' CURB AND GUTTER (TYP u a ) 1D: 07-132-010F 5 STAMPED ASPHALT NECESSARY TO INSURE SAFETY TO THE PUBLIC. 132-01 OF PEDESTRIAN CROSSWALK (TYP)
DB 1527-329 SEE PLANS BY PARSONS ~ t 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
D ID: 07-132-010E BRINCKERHOFF FOR ROA STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
IMPROVEMENT INFORMATION CITE I I CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS.
POTTER R R. 1357 3 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
7 p-132-00, P, OR AS AMENDED.

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R - ~ ~P - VICINITY MAP N.T.s.
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/ / V ~ ~ - DQ ~ SURVEY DISCLAIMER Landscape Architecture ~ +
~ \ ~'~C u w w SURVEY FOR CROSLAND PREPARED BY R.B. PHARR & Civil Engineering
~ wtiu... ~ ~ ~ ASSOCIATES P.A. 241 POST OFFICE BOX DR. UNIT A-2, + ~ ~ O
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/ ~ P 1
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e e ti ~ ~ `A FUTURE D EVELOPMENT
i o ~ TRACT B =1.05 A C
~°i ~ J B ~P ~ UILDI A
~ ~ _ , 13 ~Pi ,r. (8400 SF 2
~j ~ ~ l / o ti/ ! I
~ 1'`~;, f FFE~ 703.17 QB 1341-5,
i / s b: , o -147- iD. ~7
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TRACT A ± 13.59 A.C 'k
HARRIS TEETER
(48,500 SF) F, ,
~ ~ FFE~ 704.50
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`~B' 1 i s ° w is ° ,

r ~ I i
~ ~ ~ Indian Trail r> ~ s ~ .
I ~ r> ~ 1 72 ~ ~ 13 2 ~,I I y ® z `4 ~ North Carolina 28079
~ r` ~ ~ ~ ~ ~
ti ~ o ~ ~ 13 , d 1
I f I J
~J r ~ ~ ~ ~ S I' \ ~ ~ f , c~
Q 1 1, ~ I w I I I I 6; I
I
I o 3~ ~ N I ~ ~ s ~ Ii I ~-i BUILDING C
I i II r (5,998 S.F.)
I ~ ~ ~ y"i° 3 ~ , r-~' I I, FFE 707.34
' w v fl _._..__a~~ I
f I
I ~ L 7
s , ~ ~ ~ r ~ ~ I
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( BUILDING B , e ~ ;
U
I (,400 SF) ~t
( ~ ~ 050 / ~ o r ~ ~n ~ o a i 3
25 ,
~ ~ ~ ~ I ` \ , I
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e ~ a 2s ~ ~ r~---__ i
\ f, I 2 33~ s
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~ ~ ~ I I ¦ 1/25/07 l w
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~ 21: ( tt ~ 1' ~ ~
,tip 5/ I i ` ' I ~ "1 ~ ' I I ~ ~
~ a~,03 Vy . ~ ~ i J I ao
2.02"'`.-... ~ ~ ~ ~ ~ r m~ I ' BUILDING D
2 _ _ . 1 ~ 5 I \ s If I (11912 S.F.
I I ,r ~ ) FFE =710.68 I
I 2, o
t
` a I I' ~
i Revised I ,i I ~-..I
I I ~J ~ ti ~ ~
I ~ ~ ~ ~ 1 02/07/0$ PER REVIEW COMMENTS l~ I
I S ` I 2 03/14/08 PER REVIEW COMMENTS
II ~ 2> , I
rs w
~ rn 25 ' ~
. I FUTURE DEVELOPMENT 23 ~
I TRACT C ± 1.32 A.C ~ _ _ ~ ~ / i
z ~ II s ~
of N I~ I I {
Q ~ ~ ~ ~ . ~
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BUILDING E
A LARRY J. VICKERY, TRUSTEE
. I (11,912 S.F.) DB 3109-348
I • FFE - 710.68 i D BUILDING F i 1 47-130B ID: 07
(5,998 S.F.) ~ i
t - i - FFE - 710.00 CA
\Y1
~ 16' DUKE - a _ _r SEAL U- C-1361 No 7 n
POWER EASEMENT FROM FUTURE ROW C-103 'g J
UP,
99.93 C. 3/14/08
N09'01'
104.62 _.m 17.3
3dQpa a 19.00 Ze SCALE: 1" 40'
M. r PHASE PHASE 11
.fo 0 tea. --Fa. 0 20 40 80
LIMITS 110 LIMITS
'A °r AUSTIN VILLAGE LL " y ' ZA19-4 t00/,, N VILLAGE,
DB 1864-828 ID: 07-132-01 OF
I RLL COMPANY, INC. CV2.1 A,
u G3 DB 1527-329
ID:07-132-010E J/ CHEST FbN I
0 POTTER R 'Llis
a ER, 1357 3 The drawings, the project manual and the design shown
- 1 32-004A theron are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
1
TAG CREATIONSr LLC ~ ColeJenest & Stone, P.A. 2006
3542-241 DB
V ID: 07-132-010K

- , aM ~ # ~ ~ t r J ~ ' l + ~ ~ t y , 9
~ i i r \ .~`°s ~ A i ~ t STORM CHART ~ ~ _ / ~ \ ~ i ~ f~ + ~ j ~ Charlotte ! ~ ~ f ~ f ~ Y ~ Raleigh
:n n ~,4 ~ ~ ~ ~ 3 1 I r i ~ ~ M - . ~ti, V ~ ~ 'd ~ , i j i ~ - t ~ t .t ~ ~
J FROM TO LENGTH (ft) SIZE INV OUT (ft) INV IN (ft) SLOPE (ft!fl) RIM (ft) i'' i ~ ~ , ~ ° ' / tu'~ ~ " I ~ a ( I i ~ rr f i ~ r CL r ~ N f` 1 ~ 'r- 11y :Pi
PB-19 CI-A17 258 15 inch 710.30 708.75 0.0060 713.35 ~ ~ ~ - ~ \ ~ t ~ ~ ~ ~ ~ L ~ ` ` 1 i ~ ~ ~ V y ~
I ' AD-A19 TD-A18 11 6 inch 708.50 708.38 0.0109 110.00 "i ~ ~ ~ ~ ~ry~-- / F,/£ i . , r ~ ~ I f j ~ f s ~ i - 1 ~ E r ~ i ~ ~ ~ ~ ~ ~ 485 A s
PB-17 CI-A16 54 15 inch 710.50 708.10 0.0444 714.53 \ - i . r"'~ ~ t , tt e TD-A18 CI-A17 197 8 inch 707.88 706.89 0.0050 709.88 ~ ~ , t ~ ~ d ~ i ~ i r ~ a ~ , / f 1 Ill ( A ( ~ 1 I~ r t ~ r` "n qiy Sq ~ 5 R
CI-A17 CI-A16 43 15 inch 706.64 706.30 0.0079 712.50 f 1 ` _ iy ~ S tij. ~~G P
CI-A15 CI-A14 99 15 inch 702.47 701.97 0.0051 707.10 \ ~ ' i' • CI-A16 ChA13 172 15 inch 706.10 701.65 OA259 712.50 ~ ti ~ ~ ~ i ~ ~ ' t + ~ ~ ~ ~ ~ ~ ~,I , ~ MCKEE ROAD
~ ' ~ ~ ~ ~ i ~ ~ i P E x e \ s k 4 p~ i ~ , CI-A14 CI-A13 23 18 inch 701.72 701.44 OA139 706.00 ~ • _ ~ ~ I~ 1 ~ A~` ~ r ` ~ ~ ~ ~ ~ , f k ~ o
DCI-A12 DCI-A11 18 18 inch 699.26 699.16 0.0056 702.80 w. ~~~v,= `w ~ ~ \ ~ i I fir' V I ? t y ~ a gi ~ ~ j 3 ~
DCI-A11 DCFA10 133 24 inch 698.66 697.99 0.0050 702.80 ~ dg~ P ? ~ ~ b, j`pf>~~~ ~ ~ ~ t f d ST-A8 CI-A7 8 18 inch 697.76 697.72 0.0050 703.80 ~ \ ' ; ~ _ 1 , r , ~ - 1 ~ ~ t I I ~ ~ ~R ~ ~ O
m„ ,u~ ~ ,i 1 / ~ ~ ~ ~ ~ ' t I ~ DCI-A10 CI-A9 24 24 inch 697.79 697.67 0.0050 702.80 t ~ ~ f ~ ~ ~ >f r'' , r';!„ , g- 1 ~ I t ~ % C p ~ 0 ' ~ ~ 9 ' ~ ~ ~ ~ ~ N0 CO' ti _ I ~ ~ / ~ ~ ~ ti D
CI-A9 CFA7 49 ~ 24 inch 697.47 697.22 0.0051 702.75 ) ; ~ ,r'p 0 ~i° ~ / `i ~ /j ~ 1 q ~ CI-A13 Cl-A7 82 24 inch 700.90 697.22 0.0449 706.00 'o, ~ ~ / f ; y ~ / i ~ s 1 q r ~ t . Z ~ ~ l © 'i 1 ~ ~ Q
, ` ~ , , CI-A7 Cl-A6 130 36 inch 696.22 695.57 0.0050 703.80 ~ t ,I ~ 1' - ~ t~,.r' M_m.. ~ ~ ~ ~ ~ t
CI-A6 CI-A5 207 36 inch 695.37 694.34 Q0050 701.20 ~ 1 ~ ~ ~ ~ ~ ~ r r ~ ~ t ~
CI-A5 CI-A4 214 36 inch 694.14 893.07 0.0059 700.33 ~ s ~ ~ / r 2 ~ ~ 4 ~ i ~ ~ /,mow t CI-A4 CI-A3 90 36 inch 692.87 692.42 0.0050 698.50 / ~ j i t ~ i~ ~i ~ ~i , ~ ~ ~ ? 11 ~ ~ 4 "I . ~ ' ~ Shaping the Environment
CI-A3 FES-A1 68 36 inch 691.10 690.50 0.0088 899-30 ~ ~ i t i ~ ; 1~ ,.o' ~ 4 1 ~ ~ ~ ~ ~ j r 1, t 1 i ,sE t dr "r? ~°°f f f e ~ ~ 6 a + a~, CHESTNUT LN ~ i j ~ , 1 r Q Realizing the Possibilities
AD-628 TD-B27 10 6 inch 708.50 708.45 0.0050 710.00 \ ~ ~ g ' i ~ , t ~ ~ I t ~ } ! i f ~ ~ °e ~ ~ ~ } f~ ~ ~ ~ ~ ~ ~ Q
~ I ~ 72 ~ ' ~ 684.0 ~ r k TD-629 AD-B26 215 8 inch 708.56 706.31 0.0105 710.56 d.. , ~ , i ~ % , ~ ~ ~ , , / X84.00 ~ _ ~ ~ 1 ~ ~ I , ~ ~ ,r / 6~ ~ ~ , t e ~ St ~ ~ ~ L ' 'REMAINING WALL~~ROVIDE© FYI t SITE k Q ~
TD-627 AD-B26 329 12 inch 707.95 706.31 0.0050 710.56 • t ~ ~ / r" \ +a ~ ~ ~ i ~ / ~ TD-631 AaB30 138 6 inch 708.56 704.80 0.0272 710.56 f' ~ tr / ~ ~ ` 1 ' ? e ' t t~ ~ `DEVELOPER AND ~DE5IGNED~ Y ~ t \ ~ p ~ Land Planning 4 i 0.; 9 ~ i I ~ S + , OTHERS. NOTE: T' E~ TOWN OF I ; I ~ W
\ ~ ~ ~ \ ~ / ~ 3~ , ~ ~ ~ ? ~ AD-626 CI-B21 106 121nch 706.11 704.59 0.0143 709.50 ~ ~ ~ P / / '°•,r ~ ; ~ ~ t ~ ~i I ~ ~ ~ INfJIAN TRA~d. DOES ~ '`°^~`p~p Landscape Architecture ` .n +
CI.623 CI-B22 43 15 inch 704.76 704.54 0.0051 708.50 ~ ~ ~ ' ~ ' ~ ~ ~ ~ ° ~ ~ ~ x~ if / 1 i1 ~ ; ~ t j REGAINING W,ALIy DE w ~ ; t ~ ti N.T.S. i o ~ VICINITY MAP Civil En ineerin t \ / ~ PB ~ t ~ ~ 9 9
CI-622 CI-621 31 15 inch 704.34 704.18 0.0052 708.25 ~ I ~ ~ ~ s. ~ ~ / ti ~ ; ~ ~ ~ ~ ~ \ J I ~ 6' 4~ 30 { ' ~ '3 > AD-B30 CI 619 136 8 inch 704.60 703.63 0.0071 706.80 ~ ~ t ~ l' .a / 8 V ~ e 1 ~ i r k
CI-B21 CF620 44 15mch 703.98 703.33 0.0148 708.25 ~ ~ ' ~ / WATERQUALITY , ~ t ' • ~ ~ ' ~ Urban Design t. ~ ~ ~ 'x
Cf-620 CI-619 151 18 inch 703.13 701.50 0.0108 708.75 ~ "4 ` 4 ff / ,w ~ ~ `k 1 t' t ~ ~ ~ v ~ POND ~ ~ ~ ~ t CFB19 CI-618 111 18 inch 701,30 700.39 0.0082 705.50 ~ ~ t,. / E. 1 1 s 1 << SURVEY DISCLAIMER ~ I~`;k D~- .
24 inch 699,89 699.55 O.OOSO 704.80 / ' / ~ r z~ a ~ ~ F ~ CbB18 CFB17 68 ~ . ~ t ~ t, ti r ~ ,a ~ ~ 0 ~ ° ~'E SURVEY FOR CROSLAND PREPARED BY R.B. PHARR & ' ~ ~ _ i~ ASSOCIATES P.A. 241 POST OFFICE DRIVE UNIT A-2,
* PB-9 CI-B25 63.62 15mch 701,50 699.30 0.0346 704.65 ~ ~ g / ~ " d: ~ ' ~ ~ y 200 South Tryon Street, Suite 1400 Charlotte, NC 28202 x ~ ~ . ~ ~ INDIAN TRAIL, NC. [phone] REVISED 02/17/06 + 0 61 f+ 0 6 8 1ud+www.cole'eneststonemm
~ CI-625 CI-B24 46.61 18 inch 699,05 698.81 0.0051 702.25 ~ / - VARIES 684.45 ~t ~ ~ \ ~ ~ ' MH-14 MH-13 200 18 inch 699,38 698.37 D.0051 703.88 X ~ t / ~ ~~'4 9W 69, 00 , y ~ ~ 1 v 7 437 555 7 437 7 5 1
DCI-B12 DCI-611 96 15 inch 698,99 697.71 D.0133 702.74 f ~ ~ h A " d - ~ / / ~ 1 r ~ ~ ~ ~ ~ ~ ~ ~ = ~ ~ LE END G ~ ~ ~ 1 ~
DCf-B11 CFB14 18 24 inch 697.51 697.42 0.0050 701.82 r ~ ~ ~ :i ~ r ~ ~•w 'r ~ ~ i ~ ~ MH-13 CI-69 62 18ineh 698.17 697.10 0.0173 703.50 r ? / eg. ~ ~,~a : ; ~ ' ~ ~ ~ t ~ ~ ~ ~~ti ~ ~ ~ % ~ ~ ~ ~I SYMBOL DETAIL ~ ~ ~ '°C " O ~
d CF610 CI-69 83 24 inch 697.22 696.80 0.0051 701.82 ~ / ~ ~ ~ ~ ° e ~ a ~ ~ . / ~ - Rti ,
PB-4 CI-B24 59.44 36 inch 697.00 696.60 0,0067 704.00 ~ ~ x ~ ~ ~ ~ ~ ' ; ~ : / d
CI-69 DCI~B8 71 24 inch 696.60 696.10 0.0070 701.70 3 ` ~ ~ ~ ~ ~ DCl•BS CI-Bl 14 24 inch 695.90 695.77 0,0093 700.50 ( /,y ~ - ~ ~ ~j ~ i ~ 1, ~ 0 OSED CONTOUR
, CFB24 CI-B17 105.58 36 inch 696,40 695.50 0.0085 702.50 Fr X b ~ / ~ _ a ~ ,
CI-67 ChB6 43 30 inch 695,27 693.72 0.0360 700.50 5 I ~ ~_wys.-~~ : ~ , - ~ . .9 4 ~ ~ CFB15 CI-B6 18 15 inch 693,59 693.49 0.0066 701.50 ( , / ~1. ~ > j (1 \ qrm
CI.617 CI-B16 88 42 inch 693.08 692.64 0.0050 705.50 .r` j - ° ` 703.0 'W ~ v.. ti~ 3, Y, lY ~ 44~. , ~ ~ 100 PROPOSED INDEX CONTOUR
I ~ ~ ~ x _ ~ . ~ CI-B16 CI-86 55 48 inch 692.14 691.87 O.Q054 702.00 / - \m~. / , , ~~w. Cam, M.~ ~
CI-B6 CI-85 27 48 inch 691.67 691.53 0.0050 700.90 t / .0 p ~ i~ ~p °"~•~V~~~~ ~ ~ ~ . , ~ 2 BW'~702.9 4 ~ ~ < CI-B5 CI-B4 23 48 inch 691.33 691.21 0.0050 701.50 ' ~ , , ,gyp AO 1~ 1 ~ t ~ °
r / ~ ` o' CI-64 CI-B3 22 48 inch 691,01 690.90 0.0050 70t50
CI-B3 FES-61 35 48 inch 690.70 690.59 0.0057 700.60 ~ / ~ / , ~ ~ o ~ ~3 ~a ' Wpb: ~ ` X I ~ ~ pr dry. ~ ~ 0~ ~ k ~ \ ~ ~g , ~ 0 1~•~• PROPOSED SPOT ELEVATION
m d ~ ~ 0 4 2p . `~0~, o NOTES ~ ° ~ ~ ~ 1
RP ~ ALL PIPE TO BE CLASS III C UNLESS / € ' g ~
OTHERWISE NOTED. / / ~ ~ ~ ? a~ ' 1~ ~ x 0 ti• hh I ` ' y,. ; i
d ~ DENOTES CLASS IU RCP ; ~ 1 ,/A ` _ , ryo \ ¢f , "'°t ~ ~ ~ .yam. r ~ ' pti' ~ ~ ` y0 \ , l , ~ RE 1~C~P~IEPFF _ ~ ~ b,~ ~ HP. PROPOSED HIGH POINT - -
-~P ~ F UILDI A oti. --~15~~. ~ ~ 'CT E ~1.A5..A~C ~ , , ~
Bfi - . ~ ~ ~ ~
~P/ ~ '8" HDPE ROOF DRAINAGE e , , /P 3 BE . a ~ ~ ~ (8,400 SF) • / ~Y 1~, d' COLLECTION PIPE TO BE 3LF 701.10 ~`,h / 0/ yo ~ e ~ ~.,h
`l' ~ r" W FF 0.50% TYP ~ o` ,to'`~~ ~ ~ ~ PROPOSED STORM DRAINAGE
/ ~ .0 r ~ ~'3` ' ~ ~ , ~ ~ 1 ~ 701.36
~ ~ ~ e ~ ~ fl ~ ~ _ 6~ , ..,M t
D3,0~ \ ~ 1 . a,._~
_ ~ 4 781.10 1 ~d / \ ~ ~ ~ ~ ~ , _ ~ , ~ 1 m t~ ,4 ~ M""~ ~ ~ PROPOSED CATCH BASIN 8/CV7.1 , ~ ~ l
~ / , " CONNEGvT ROOF DRAINAGE TO SITE \ ~ ~ ' / ; 8 w 4 Indian Trail v, ~ l I ~ ~
/ ,r ~ NORM DRAINAG~~"~° o ^ ,x' / ~ SYSTEM AS'1NDICATED- TYP. ' , ' ~i ``A ~ ` c r ~ . ~ . w~ ~ North Carolina 28079
fi n~ ~ ) ~ / I~ / ~ o s ~ a t ~ o %0 ,r- ~ C.Q. PROPOSED ROOF DRAIN LINE
o ; ~ t; ~ o ~ ~ W CLEAN OUT r ti /
r TRACT A + 13.59 A.C e ~ M N. . _..o..,
~ ~ ' HARRIS, o~.., ~ TEETER ~ ~ y , I ~ w a `„10 OZ. 52 ~ -f ~ I
(48,500 SF) _ ~ • ; t I -=tc_B r , ~ - - ~ a MH - -
~ ~ ~ 8 ROOF DRAINAGE f' ti \ ' ~ 9 W ~ ~ ~ ~ ~ PROPOSED MANHOLE / ~ . ~ - B I 4
~ ~I ~'f ~~'COLLECTION PPE- TYP. / ? W`''~ _ v `~I ~ , ,35.y,.-.. 1 + f ~ I
i s \ f ~ p--? ~5 it ~ . 103 . .J i' I ~ '~B
I ~ ~ V ~ < ~ ~ ~ ti, ~ o~i .TIE ROOF DRAINS INl'O,~ ~ F. ,~~s ~ ~ ~ I~ ~ ~ GRADING AND STORM DRAINAGE NOTES x. / 1r
' . ~ ay o ® V ~ f ; STORM S,YS~EM _ ~A ~ n ~ 703.65 ~ 1. ON-SITE BURIAL PITS REQUIRE A PERMIT.
- ~ ioa3s ~ . ,m.,, ~ 2. ANY GRADING BEYOND THE DENUDED LIMITS INOICATED ON THE CONSTRUCTION
i:- a'' 71 V °e ~ ~i ~ ~ v. ~ IA4.80 I DOCUMENTS IS A VIOLA110N AND IS SUBJECT TO A FINE. ~r~ ~3~
,Y ~ ~ . ~ ~ 618 S ~ t ~ 3° / w i ,
/ r' ~ ~ ~ ~ ~ ~ ~ o... 610 r, i t . " I i 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS " t2 ~ j ~ A VIOLATION AND IS SUBJECT TO A FINE.
w 1 \j . . ~ti \ ~ . , t . . ~ o } / 6" 2 RISERS ~ - ~ s t
~ S ~ 3 i ~ ~ e ~ 1,3 r` 0 r / 1 ~ X06. ~ ) 13 r' pa, ? ~ ~07,D 707.32 " 707,E f 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED f ¢ + 12 ~
~ ~ ~ ~N o 9 y+'~ ~ / 7 s ~ t ~ g" 1 RISER ~ ~D7.32. j` WITH INSPECTOR.
~ r D \ a ~ BS 706.5a h 1 j j 5. ALL ROAD IMPROVEMENTS ALONG CHESTNUT LANE AND POTTER ROAD SHALL BE
I \4 ~ ~ O ~~4 ~ ~ ~ 1 ~ ~ ~ f / ~ .-rte ~ g^t~54 . - r ; PB ~ 4 COORDINATED WITH THE LOCAL ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ~ i ~ i - r
r i 3 w , ~ s'' ,0 N V~ y " ~ ~ ~ 705:00 ~ 707.32 \ ~ 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED.
x 4 w _ ~ ~ fe UILQING-C ._w~.m.. ~ 707.2 l Pro eCt No. lr .705.. s~ 706.30 Ofi.5 ' 1
~ ~ F ~ ~ ~ ~ t l J ~ 998 S.F.) ,32 / 7. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE / 1 ~ I 707 ~ ( ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING,
~i j";;, ' ~ • t~ 05.9 ~ ~ ~ ~ : ~ - _ o- ~ ' ~ 1 r r 3 f 7o5.e2, , / _ r t ~ ~ r ' FFE - 7Q7.34 , OL~-._.. PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY 3362 / r` f ~ o4ao 7 .~a
~ , ~ ~ l la 703.68•' rn ~ ~ ~ ~ f ~ 'i i ? ~ ~ 4 ti t 32 i .,L ,~os.to ~ _ . (,l ~ 707. ; ; ® 0 ~ C / ~ /1 ~ a, i` ,
~w..., I ~ ~ . 03.00 ' 7 ` ~ ~ ~ f r ~ i rr. r w 8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM r ~ ~ ~ ~ ISSUed
~ ~ ~ r'° e ~ ~ 32 a ~ ~ OF 0.5%' SLOPE ON THE CURB. j T05. t" ~ ~ 707 705.50 f f ~ , , ~
• ~ t ~ ~ ~ N ~ I 'Yl ~ ye J ft *ti I f Mj G r~` 1 ~ F r,. ~ r v^ ~ " 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY 1/31/06 . ~ , ~ _ _ 7D7.3 <
, / ( ~t I ~ BUILDING B o ~ r ,r ~ r ~ . , 7 i j .'!-B1 ~ IF DEEMED NECESSARY BY THE INSPECTOR. r ? ~ 3 706.50 ~ ~ i , r~ t
} - ~ ~ ` ~ 1 10 THE CONTRACTOR SHALL MAINTAIN EACH STREA CREE OR BACKWASH CHANNEL
r` i' 'w ' 70.2 ' o I - r N AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS
x , , a 703.21 '~~`A~1 ~ `t ~ ~ / ,P 0 0' ~ .r 1 LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. r / ° ~ ~ ° l ~ ~
• ~ ~ M r ~ ~,P. ~ ~ r` 1 ' ~ ~ i . t2" ' !r k;~ 11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED A5 FLOODWAY DISTRICT 25 ~ 06" fi RISERS i 708.6 ~ _e _V.~
w ? 06. t / FRINGE BOUNDARY LINE 0R FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS 5 ~ ;gS 707.66 7 1
, a S5 7tD,~fi ~ I SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. ~ R ~ ~ ~ ~ '7.20
P ~ ~ ` $ \ f ~ r ~~4 12. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUM S. _ I ' RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED
( !r A / • i 4 ,'n i r %r j i .oo f` ;d7.2o l ~ ~ 710.66 " d RETAINING WALLS ON THE SITE.
:r i I ~ ~ ~ ~ ' ~ ~ ~ <103. ~ ~ t r' f S j r s. 710.66 55~ ~
6 RI 13. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC. IN THE RIGHT-OF-WAY ReVISed ' 708.60 i )
,E ,I-A ~ ~ ~ ..P~ i t s.5o w-.. ~ ~ ~ .1 f'" , ~ , / ~ 71060 / ~ , ~ ' REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLA110N. f," r' , i i` ~ .50 ff f '~6 14. ALL SIDEWALKS STOOPS TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY
ti y , o l ` i I 708,fiD ,l ~ ~ ` j''; . ~ es 710. s ..i , ~ FROM BUILDINGS AT 2.0% MAxIMUM. 11 08 06 -PER NCDENR COMMENTS
o q ~ ` ~ 707.18 ~ ! O ~ 0` ~ °
? = ~J ' ~ ~ ~ `w 1 4 7106 r 710.66` i iw ~ ~ ~ - 15. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. 2 1/25/07- PER REVIEW COMMENTS I ~ _
~ ~ { C . ~ I r` .~4~ ~ ~ 7a7ss ~ _ ,d ¦ . l a ~ ~ ' 1 t` 707.65 ~ ( ?
~ ry a 1 ~ I. ~ ss ~ 1 30 07- PER UNION COUNTY PUBLIC WORKS ~ I 3
/ * ~ ' 707.44 j ~ ~ v . ~ ,D.~fi ~ RETAINING WALL NOTES 7o7.~a ~ ~ 7 aoaaD• ~ r~ ~ ' 07 03 07- P R NI N P I W
r~ ~ ~ ~ ''i ' rye, 27 ; 7o7.as UILDING ~ ti - 4 E U 0 COUNTY UBL C ARKS ~ ~ C(_ ~ ~ ~ , 1. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE SECTION 1610.3. 7D7. ~ as 1 11912 ES.F. 7',0. 31 s
~ r I - ; ~ \ ~ - ~ ~ ~ l ~ r',`•. I ~ ~i~ a5 ¢ 1 1 - P t ; ~ ~ ~ ~ r ° / ` 2. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY A NC LICENSED 5 O~ 207 ER RE1~EW COMMENTS
~ \ ~ ~ ~ ~ ~ 4 ~ ~ r I 0 ~ ~ ~ ~ f `7c " n ~ ~ FFE 710.68 ~ ENGINEER WILL BE SUBMITTED TO THE LOCAL AUTHORITY PRIOR TO CONSTRUCTION.
I~ ~ w. _ ~ ~ ~ 2 / I ~ ST-A8 ~ ~ ~ % / ~~lofi•zo ~ ~ 29~ ~ ~ ~ 02 07 08- PER REVIEW COMMENTS 7os.60 a ~ 71o.ss ~ ~ 6 ~ ~ ~ f _ x 3. ANC LICENSED ENGINEER MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN
/ w.~ n ~ ~ ~ E ~ ~71D.66 ' 1 ~ j A SEALED LETTER TO THE LOCAL AUTHORITY THAT RETAINING WALLS ARE CONSTRUCTED 7 03 14 08- PER REVIEW COMMENTS ~ ~ ~ _ ~ ~
/ ~ s.so Cl- O 8 6.50 C1- ~ ~ f ~ PER THE ENGINEERED DRAWINGS IN COMPLIANCE WITH SECTION 1610.3 OF THE NORTH X708.8 t 't 714'.66 ~ ~ w R A ( N
, / ~ I _ w, . ~ t I ~ ~ r ~ ~ ~.r.., CA OLIN BU LD G CODE. s 3 ~ r j ~ e° t i 710.66 R Y U a
~ ~ 0&74 I , 4 ~ < ~ ET ININ W LL 0~1 B ~ 1&74 f ~ j P' ~ ~ a ~>~rs~22 ~ tD.6s I ~ DE LOP D EST` D BY ~ ~
, / I 0 ERS. 0 E,T t1F .y ~ x I ~ ?fi6, ; ~ a TREE PROTECTION NOTES
I S ~ ~ ~ ; IND AN ~ i D S N T R V , ~ I 710.86 ~ ~ ~ t0.$s , RE AINI ESI N, ; 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,
i r • e 2I Jae 5s I t• r ~ , ~ I g~,~ ~ is ' ~ -823' - ~ ~ I ~ ~ 1 ;!I ~ ~ ~"J~~.~.-. TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROTECTION
~ a a~", gs4 6 + 7tos6 7s 73 ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR
RE D LflPME P I CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. 28 v f 10.88 TW 9
CT C 2 A .'a CI-A ~ 1 707 so 705. ` 709,H0 [ 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS.
r Cl Al ~ { ~~~lltltl~lll~~~~ 10.68 '1,,
r , ro ~ s ~ a'~a ~ 709.86 e..:. 110.10 7o9ss, 7 rti i 3. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE ~ARp , 10.10 7t,0.t5 I PROTECTION BARRICADES. & S i~~~ rrrr p
Yom- ,9 w- AD 26 709. -/0_ :53
x, a f W r ~ w, a~.,.wm 70 7 7 5 t 'Q r ENC D AIN TO E ` 0 4. NO GRUBBING WITHIN TREE PROTECTION ZONE, LEAVE SOIL AND LEAF LITTER \ a a` 10. 70.66 710.15 , SEAL 710.66 PEE : ANEL. UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN J ; C_t3G1 _ S
X07 80 08.75 20 7/C , .2; i' DISTURBED /GRADED AREAS. O o C_i 03
r / 710.05 9 ti \ g? at8 v /CARO~~' D ` 0. t IF 5. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. CALIPER) MAY I NEB • fir'
~ ~ ~ 't r' ~ ~ ° - Cis°~ e" 17 710.66 I abs' BE HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE i 1~r '4G0 O~rrr 71
710. 710.66 710.6 710.66 d 710.66 ° 71068 66 LIMBED UP 6 FEET AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT TO IMPROVE pjp /Alit '~i, FY p 5 +r` ~718, " VISIBILITY. uuu
710.66 ' ? 720.3 03/14/08 /
as 7b998 BUILDING E 709,98 709 1 ILDING E LARRY J. 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL
j 709.98 709.96 e (11,912 S.F.) ' ' AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO THE AIR. 0187:0 ,912 S.F.) 66j: rx 7a9:. 7zooo f Q 71a
~h / 09,5 - ~ ? Q ? FFE~-- 714.68 7. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION 'E 710.68 ~h ~Q: / CLEARING/ GRADING/
BCiILDING F 0.66 ~ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION. x r r
I ralnss / I / : I 710 66 710.88 710.88'" / 17:066 r is 7:5.75 8, PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFLICTS N
FFE 714:00 ho9s6 loss rN 719. ( SCALE: 1 - 40 75 WITH EXISTING AND PROPOSED TREES; I.E.: ELECTRICAL, TELEPHONE, GAS, SEWER, WATER, iW 715 /
709.50 709.98 ' _ TW 715.40 Eo 709 A8-- >5:~ >w TW 715.40 AND SITE LIGHTING. 0 20 40 80
709.98 715,35f' w~ E ~ s.. . ^ ' . M.00 TQ-A1$ Q-82 ~ ~ ~ TN 714, 715-351,11 r 1tV i.. 'I 9. TREE PROTECTION FENCE IS TO BE LOCATED PER PLAN OR AT A MINIMUM OF 1 FOOT PER
6 DO ° ~ u ( POWER EASEMENT 7osas~ Tw 715 RETAINING"MALL PROVIDED BY ' TREE DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR RIGHT-OF-WAY. "
FROM FO i DEVELOPER AND DESIGN 1 dc, / Eg~W NTW T 4 , 715.02 ROW bE
-A16 TW 715.34•. 22" 7 5.14 x K°OJT PROOSED e FUTURE f v.,, -----w• - , ~ r i VON MUST CV10 A . ° OCR it I TY C
R/W 42 5 FROM - O jDF-SIGN. ONS o w R~ 0 pRo~ -7 -P-e- 19A _ -_-•u x;.~... o o
~ 4..,~,m. i . , J .r--, 7777 .
Mn ! - PB-1 - _ a
The drawings, the project manual and the design shown d o M
theron are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
; _ . Fur,] _ _..~.-M .w-,x r - BEFORE YOU DIG!
e•. CONTACT ONE-CALL CBiVTBR ColeJenest & Stone, PA. 2006 C ' " i-800-632-4949
PHASE-11
,,,,SEE PLANS BY PARSONS BRINCKERHOFF - ifs : 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND r - ~ooM ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. r L IM S~
q,~s \ FM R5A9-U&ERQ EMENT INFORMATION _ ~ AUSTIN VILLAGE LAC AGE, LL 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
-DB,.1864-828 -828 NECESSARY TO INSURE SAFETY TO THE PUBLIC.
Y 9N T O 1 3. ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO BE REPLACED ACCORDING TO
/ Ci DB 1527-32 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
ID: 07-132-01 OE PGTT-FR RnA,~, 11917 5 Ip CHARLOTTE MECKLENBURG UTILITIES SPECIFICATIONS. 1 t ,
cA HE. S-) n n A a 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART

n, t x a z S ~ r r i
SEEDING SPECIFICATIONS µat ~ ~ ~ 0 ~ t
3:1 SLOPES OR FLATTER: ~ ~ ~ \ ~ \ ~ ~ ti ~ 's s ~ 1 f I ` i~ ? ~ Charlotte r
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS/1000 S.F. - ~ -..w ~ ~ o, ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ CONTR L CbRNE ~,`ti~~`~ L' i ( " f r1 r ~ Ralei h r~ . ~ SEEDBED PREPARATION NOTES o 74 g
2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. ~~;"`w. \ f ~,q,, ~ \ f PI 148~23Q.~053r'RQ ~ ( w ? , , + / ti f° ~
~ ~ ~ ~ s~' / ; E 11,49 ,712.065 ~ ~ ~ F LIMIT OF f` s'f LIMIT OF ENUDED A 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 485 J'
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: A ~ `y \ ~ r- ~ ~ ~ + 1 ~w ~ , ' C 4 d i 1 1 ' s ~ / ° 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. gitisq / GSR
. ~ ~t~STALL_PER1u1ANENT OUTL T ~ ~ I 1 { ~ ~ t ~ t A TYPE: PLANTING RATE: ~ ~ , a'~ ~ ~ ~ a ~ ~ ti I I ~ I s , S~UCTeURE ~AS-PART ~F } I 1~ , ~ I E 1 + ; t r~ I I s` t ~ ~ ~ TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. S NT / ~ R '(P I i t t~ l ~ ~ MCKEE ROAD ~ 5
~ ~ d,,, 1 ~ ~ • ~ ~ ` a~ EROSION CONTROL `MEASURES ' ~ ~ , AUG. 15 - NOV. 1 TALL FESCUE 300 LBS AC OR 7 LBS 1000 S.F. t, ~ ! 'i ,t ' ~ j 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE t` ~ ~ SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF
NOV, 1 MAR. 1 TALL FESCUE AND 300 LBS AC OR 7 LBS 1000 S.F. ~ / ~ ~ ~ ~ r O ~ L f ~ ! ° i , _ VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN ~ ~p
ABRUZZI RYE 25 LBS/AC OR 1 /2 LB/1000 S.F. ~ ~ r ~ \ i ~ ~ f ~ 11 € ~ a ~ t ~y, ~ ~ ~ MAR. 1 -APR, 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. ~ ~ ~ ~ ; ~ ' ~ ~ i , ~ ~ ~ ~ ~ ~ i ~ ~ ' t ; ' f . SHALL BE REASONABLY SMOOTH AND UNIFORM. o Gpy ~ ~ / i ' O ~G~ ~'O
APR. 15 -JUL. 30 MULLED COMMON p , ~ ~ ~ 2 e~ p. ~ 2 n } , ; + $ 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING ~ V~~ ~ G ~ ^ro
3 BERMUDA GRASS 30 LBS/AC OR 1/2 LB/1000 S.F, w,. ' SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPERPHOSPHATE. o G~ ~p p F ~ ~ ~ 1 ~ a ti
JUL. 15 -AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. DOUBLE R(~W r ~ ( " ~ % °-%1r~ ~ E h ~ ~ ~ ~ ~ ~ ~ ti, ) I l ~ .i 1 ~ , ! , / ~ ~ , x t ~ t ~ BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. SILT FENCE ~ ,f ~ / x / ~ ~ ~ p ~ ~ ~ ~ ~ ~ 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. ~ / ~ a ~ ~ ~ o
OR SORGHUM SUDAN ~ / /'j ~ j 'z ~ ° ~ 3 r ~ / x i ~ ~ z ~ 1`i 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING ~
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. ~ ~ j ; ~ ~ ' i y S i~ ~ 4 r, ( SEEDBED PREPARATION. 1 ~ ~
3 t" - 4 1 ! t 2 'i t 5f i 1 4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 1000 LBS/1000 S.F. s ~ f 4 A a ' \ { j ' ~ ~ ; ? 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD ~ ti~ CHESTNUT LN
` R 1 ~ ~ 1 i ' ~ CONDITION.
* HEAVILY MULCHED DURING JANUARY -MARCH PERIOD. A ~ ~ ~ °E~~",~ 4.00 ~ ~ ~ ~ ~ " s , l ` Q ~ i ; ~ ~ a \ ~ 8. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH IS r 2 ~ ha in the Enviro t
SLOPES GREATER THAN 3:1 ~ ~ ~ r~ ~ i ~ + ~ 1 ~ ~ ` ~ i ~ ; ~ ` E ~ S~ k ~ pQ $ P 9 omen 4 ~ SPREAD. Q i o ~y ~ a ~ Realizing the Possibilities
• t 1 i t S t! ~ C 1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS 1000 S.F. ~ ~ ~ / _ ~ " ~ ~ '~w ~ y„~y~ \ 9. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH JUTE MESH.
2 APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS 1000 S.F. ~ \ S y'~~,, ~ / ~ ' ; l ; ~ 1 ~ i i t ~ ~
X A ~ t V I ~J ~ / + . 684.00 N , ~ 0 ak ~ I ~ ~ ~ y TIN) I 1 ~l'1~ N.T.J~'. land Planning ~ i ~ 3 N~ ~ ~ , , +
3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES: ~ r ~ ~ ' ~ ' i 1 ~ ` Landscape Architecture
J ~ _ ~f". 4 ~ ~ ~ 1 " r'' ~ t ~y ~ ~ i ` 1 DATE: TYPE: PLANTING RATE: ~ ' j / ~'~.r„_,_X ~ t t , ' i 'NTRACTO ~f0 LINE L° + ~ ~ ~ r ~ ~ SURVEY DISCLAIMER Civil En ineerln ~ r 1 ~ i. o~ INTO ~ASIAND sIN~ 2C~5~ 465 ~ ~i~ g g
,t ~ ~ SL PAS WJTH NORTH AM IC `:j SURVEY FOR CROSLAND PREPARED BY R.B. PHARR Re
- 1 RI A L SPEDEZA 50 LBS AC OR 1 1 2 LBS 1000 S.F. ~ ~ ~ a ~ ~ ~ ~ t ~ x MAR, JUN, SE CE E / / / ~ ti , / ~ ~ ~ ~ ~ ` . ` ~ fir 't, ~ ~ i (SCARIFIED) AND 't"= / L ~ ~ ~ ~ ~ GR EN ~~35,0 OR APf?ROVE~, ~~t°" ~ ~ ~ ~~a~ Urban Design ~ ~ ' 1 ~ 'OT PER MANUFACTURERS - ~ - ASSOCIATES P.A. 241 POST OFFICE BOX DR. UNIT A-2, ,V ~ ~ ~ ~ ~ - ~ ~ ~ t N0~`27`11~d~ ~ CHARLOTTE, NC. [phone] REVISED 02/17/06
MAR. APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.. \ ~ ~ ~ ~ \ X ~ ~ 1 ~ ~ ~ ~ C `r 'P ~ ~ ~ \ ,l~ REC M'MENDATI~IS AND; ~ ~n 3
OR , I / -'.'V84.00 ` \k "'~---X-~'~ 1 a ° E 6 i. MAR. -JUN. ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F. ~ ~ ~ / ~ r ~ e ~ ~ A ' SPA I~CATIONS. ~ i ~ ~ ~ ' ~ ~ TIE TO "P , ~ „ &p.2p , ~ LEAS"
X !i 1 1 / i . ~ ` ~ p.op ~ ~ ~ ; ~ 200 South Tryon Street, Suite 1400 Charlotte, NC 28202 'ii ~ ~ 4 3p'~w:. '4 I ~ ` ( ~ ~ ~ p+7043761555 x+7043767851 urt~ www.mlejeneststone.mm
LINE,.wCHANNEL AND DROP INT ' JUN. - SEPT, 1*** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F. ~ ° ~ ~ 0 BASIN WITH~~N RTH AMERICAN e ~ ~X Y., a ~ ` ~ 't ~ ~ ~ ? S ~ ~ + ~ SYMBOL DETAIL \ 3. ~ - . ~ i
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. `Y ~ GREEN C350 ~ APPROVED ~ i`- ~ A , A ti ~ ~ \ ' OR SORGHUM SUDAN q ~ \ , ~ ~ ~ , ~ ~
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F. OTHER PER M NUFACTURER S ~ / \ \ ~ pE,_yPR~ w`~,, ~ ..c~ ~n , X SILT FENCE 2/CV7.0 a,
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS AC OR 1 3 4 LBS 1000 S.F. ` RECOMMENDA ONS AND s 1 4~~ / \ t ~ \ \ ~ \ \ ~ ~ \ ~k / / / SPECIFICAII S. ~ M f / ~ ~ ~ ~ / / (UNHULLED - UNSCARIFIED) ~ . - RAINAGE~AREA #1~ \ t x ~ ~~`~."t..
TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F. ~ ~ X~X~ ~ \ \ ~
MILLET OR SUDAN 20 LBS AC OR 1 2 LB 1000 S.F. I X ~ / ~ "'b, V ~ ~ t' 3 t / / I ~ DR GE AREA:.. 20.98 AC ~ ~ ~ t ~
C0~ `a \ 4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS 1000 S.F. ANO ANCHOR ~ ' ~ ~ ` ~ ~ ~ / ~ ~1 ~ AREA.x15.99 AC ~ °k \ _ ~ , ~ t I v ~ ~ STABILIZED CONSTRUCTION ~ `"t`~ , ~A~, ~ ENTRANCE ~ n n
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. 1, I / , 1 t 0 ~ p V V
OR 800-1200 GAL/AC. y t - BA IN #1~ K MMER TYPE ~ ~ , \ , ~ ~ : _ r ~
TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES. ~ ~ ~ ~ x'~ ~ ~ ~ 1 ~ ' 4`~ ~ / BTM: 08,4 222 X05 h ; ; ~ f ~ ~ ~ ~ 'v ~ n- ~ a i ~ ~ ~ ~~t ~ r ~ w. k j ,
~ ~ t \ ~ w. ; ~ DENUDED LIMITS
~ , „ / 1 , CREST SA :,,692.0 44x74 \ I ~ t ~ \ .a ~ ~ ~ , t, T t
°ti, / r ,q TOP: ~95.50`~. ~ ~ ~ ~ , t ,~~1 \ '
~ / I L ' ~S~ 8 DI AM. FA~RCLOTH KIM I~~~R v ~ ~ r` § / d ~ v 4.~ I
~ , ~ WITH `~~..,.ORLEICE. v ~ ~ a \ 4'~ ~ C5 ~'1'~~"~~ ~ ° ~ w a° I DIVERSION DITCH 10/CV7.0 o
\ A / / s "
w __am / ,~i SURFACE AREAa` RE UIRE`D: 30 75 SF \ INSTALL ROC„~.CH~CK DAMS IN°° ~ 4 y, ~ ,,.~ht
Q \ ~ ~o/ ~ ~ '4 . r.° Z i j ~ ~ ~°°E~tiS1TlTG}SWALE AT '1~0 i PROPOSED STORM DRAINAGE
v s~NCLE Rov~s~lT FENCE; / \ ~~JRFACE AREA PROVIDED\ 56,457 SF SEE DTL 2~CW7,0 ~F / ` ~ ~ \ ~ ; r mow.. ~ ~ ~d A INTERVALS TYP: -~~.,u~ ~e, 1,, w ~ ° ' ~ ` ~ x,14 w
/ 1' 4 I ~ ~ ti. ~ . ~
CONTROL- ORNER ~ " \ / / 3 ~ CONTRA TOR TO \ c> il ~ ~ ~ __....v w...,_, ~ \ ~ \ ~ ri; 1cu~' W D IVEWAY CUTS
COORDIN E WITH / ~ ti GEOTECHNI L ENGINEER '4'' ti~~a• ~ ~ a RE UIRED NCDOT 5 m., ,,,Y ~ r'~ ~ ~ t, DRI WAY PERMIT. ROCK CHECK DAM 14/CV7.1
~ N 483,873.3197'. - m `f,. / ON' DEPTH UNDER °`m°~ w / CUT a-_- ~ ~ a t. i ~ ~ r ~ ~ 1 ~ N AC R TO VERIFY ~ ~ i_
/ / l ~ PRIOR TO BEGYNNING FILL E 1,491,213,7455 ~ / °2~ ~ ~ k " b OPERA710NS. ~ ~ ,l.Y ~ ; RMI IS IN PLACE. - - ~ ~ _ 1~ ~ ~ Indian Trail
~ ~ n_ ~ ~ . ~ -
~ ~ . - 4ti i~ w. , - ~ `e North Carolina 28079
DENUDED LIMITS: ' ~ ~ 17.98 ACRES - ~``w ` ww~ ,l ~ 1 ' ~ ~ ~ ~ - ~ - ~ DRAINAGE AREA ° r ~ ti
r 4`~~ \ ~ s ,t~?..~w ~ " ~
~ ( \ ~ ~ ~1 + ti. ~ I
~ ~ . ~ ~ ~ ~ b ~ = I RAT ~ p
AREA.
1 ~ b \ / STOCKPILE AREA ~ ~ fr ~ \ r ~ ~ ROSIN CONTROL NOTES .
u~ ~ ~ ~ ~ r y ~ 59 '419 S OR,t:` k. , a~ ` ~ ~ 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL ~a
A. _ s''~ _n~.. \ r o ~ ~ . 1 ~.~~-1 ACRES fY ;a ~ ~ ' M ~ AND/OR STATE STANDARDS.
\ 1 ~ r , . 'tea ~ ~ ~ ~I_ 2. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOU Y MAINTAIN A R I N
/ L 1 CONTROL DEVICES AND STRUCTURES TO MINIMIZE SEDIMENTATION. THE CONTRACTOR r°"'~ ~ ~ ~ SHALL MAINTAIN CLOSE CONTACT WITH INSPECTOR SO THAT PERIODIC INSPECTIONS
~ ~ ~ ~ f ~ CAN BE CONDUCTED AT APPROPRIATE STAGES OF CONSTRUCTION.
/ „ ~ F THE TOTAL DENUDED AREA IS 17.32 ACRES. ~ °
I 1 ~ ~ S
~ - ~ ~ ~ ~ ~ ~ '~'~OB 1341-558 r ~ y r THE TOTAL SITE ACREAGE IS 15.96 ACRES. rn 0 TE TRIBUTARY AREA
~ ~ a~ , I~: 07-147 ~M~O 0 t 8AC REACHES THE SOIL CLASSIFICATION IS HeB & Tb62 ` / u
p` ~ ~ 0 ` , ~ '`r' 1 ~ ® % -~°'`"j , UQ ~ . P ~ J~CT TE THROUGH THIS ~ ~ ~ ~ ~ P P .CON ECT OFF-
SEDIMENT BASIN ~ ~ i ~ 'd DRAINAGE AREA: a w - t \ _ rd ~ ` ~ ! ~ SITE i r' ~ f ~ ? ~ M W R TO PROPOSED FINAL LOCATION OF SILT FENCE, DIVERSION DITCHES, ETC. SHALL BE ADJUSTED IN THE o~ FIELD BY CONTRACTOR BASED ON SITE CONDITIONS AND INSPECTOR S
26.98 ACRES o ~ I '\4 ~ w 1. ; ~ w ~ °t \ / ~ / ? ~ ~ ~ ~ - N- ITE TORM SYSTEM ~ ` l j ~ RECOMMENDATIONS. it / ~ IP~S' ALLED.
(INCLUDING 8,2l3AC I ~ / / ~ a ~ , OFF-SITE rn ( ` ~ ~ ti ~ ~ ~ t / r' ,
TRIBUTAR,`Y AREA) 1 h ~ ~ ~ ~ ~ a, ~ ~ 3~ ~ ~ ~ ~ / ~ / ~ ! 4 ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS ~ ~ ~ ~ OR AS DIRECTED BY THE INSPECTOR. / . '
/ ~ / s ~ 1 ~ ~ Pro ect ~+lo. ~ ` ~ ~
r ~ ~ I ~ e"" / ~ ~ ~ ~ " V ~ i i t ~ i 1 - ~ ~ " 8. THE SITE SHALL BE GRADED DURING CONSTRUCTION TO ALLOW ALL STORM WATER TO / ' 0 ?I DRAIN TO EROSION CONTROL DEVICES.
( r i / } f i~ 4 ~ 1 / ~ ~ ~ 1 w~ ! 3362
~ f ~ ~ .,mss 1 ' E \ ,,r` f t f t I ~ \ l t' 1 I r` P ' ` 9. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS ~ ~ / ~ a , ~ / 1 / ~ NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
J ~ » ~ i i ~ j r d` _ ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE Issued
rl ~ , ~ ~ , ~ rr"' ` ~ ~ ~~r._ r-~°°° INDICATED ON THE CONSTRUCTION DOCUMENTS. ALL GRADED SLOPES SHALL BE SEEDED ~ t { ~ . ~ i AND MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING.
~ ~ / tit"' i l i ~ / r w.~w ~ f 1 /31 /06 f
° ' ~ I ROCK CHECK' 6AM~ AT 100' ~ ( ~ y ; ~ ~ / f i . fib, ~ ~ 1
i ~ INTERVALS TYP. I°~' ~ ~ s 1 ~ o IL ~t i ~ "y f ~ ~ o
~ ( ~ 3 ~ { ' I ~ ~ ~ ~ s l ~ / ~ t` - o ~ ~ ~ F,,,. ~ ~ o
~ ~ d ~ ~ ) r r 1` ~l ~ r""..', e~ G.: ~ j ~ r l 1 t ~ ~ t "I' ~ V Cam ~ '"a / ~ ~ l ~ i f ~ W
~ I r~ ~ I ~ ~ ~ - ~ ~ CONSTRUCTION SEQUENCE ~ / ~ \ ~ ~ fTi..~. ~ ° i
r ~ ~ / i ~ r~,-,~ ( CONTRACTOR SHALL:
*.i r' a ~ ~ ~ ~ `Ut(_.... " ~ ~ ~ o, 1 ~ ~ _ P
r ~ t i ~ ~--I t ° ~ 1' f ~ j" o ~ ~ 1. OBTAIN GRADING ERMIT FROM THE LOCAL ENGINEERING DEPARTMENT. / ` ~ ~ . rn ~ . I ~ . r
e ~ Ij ~ l t' / Ar i'`•~ r..~ 2. SET UP AN ON-SITE PRECONSTRUCTION CONFERENCE WITH INSPECTOR TO DISCUSS
s ` ~ TEM ORARY SILT DITCH LOCATION ,`d / ~ + EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS / ° ~ T- PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND 15 Revised
~ ~ SHALL ~BE ~FIEdA VERIFIED TO _ ~ ~ ~ / i l r - SUBJECT TO A FINE.
~ ASSURE POSITIVE DRAINAGE, 1% i \ `y, ~ . r~ i ~ j- ~ ~,r., ~ - MIN, SLOPE; SEE DTL 23~CV7.~°°~, ~ \ \ t / ` ~ I 11 08 06 -PER NCDENR COMMENTS a i ~ i ~ ti=p I ~ ~ } 3. INSTALL TREE PROTECTION BARRICADES.
' r 1 a ~ x _ 10 12 07 -PER REVIEW COMMENTS
~ ~ ~ ~ ~ ~ 4. INSTALL SILT FENCE SEDIMENT BASINS DIVERSION DITCHES AND OTHER MEASURES 2 / /
` ? I I ~ f ~ J ~ J r'` i { ~ AS INDICATED ON CONSTRUCTION DOCUMENTS CLEARING ONLY AS NECESSARY TO 02 07 08 -PER REVIEW COMMENTS ,r ~ --,w. , / ~ ~ ~ k ~ INSTALL THESE DEVICES. INSTALL TEMPORARY 24" PIPE TO DIVERT OFF-SITE DRAINAGE, 3
~ 1 s 4. ~ / 4A \ ~ ~ ~ ~ ti.~, 1 r o ~p
_ ` ~ Q ~ ~ f' ~ ~ m ° 5. CALL FOR AN ON-SITE INSPECTION. WHEN APPROVED BEGIN CLEARING AND GRUBBING. p f R AREA Q ~ ~ ! Q , C) ~ 4 03~14~0$ -PER REVIEW COMMENTS / t 0 0 r I
I - ~ ~ ~ o / i d `~DICATED:. ~ 6. CLEAR AND GRADE SITE MAINTAINING EROSION CONTROL DEVICES. tq ~ f t
a ~ t s~7,858 SQ.FT. OR ~ + ~ 7. CONSTRUCT STORM DRAINAGE PIPE ANO STRUCTURES AND PLACE STONE INLET 4
.M.~ r r.. / ( ~ , / f + ~ SEDIMENT TRAPS. REMOVE TEMPORARY 24" PIPE AS PROPOSED GRADING PROGRESSES.
~r o ~ ~ J / 1 2.016' ACRE / f _ . ~ ~t
/ ~ ~ / ~ 8. CALL FOR INSPECTION PRIOR TO REMOVING SEDIMENT BASIN 2. ° ~ ~ ~ ~ m # r`' i j ~ ~ v REMOVE SEDIMENT FROM BASIN #1 BEFORE CONVERTING TO A PERMANENT WATER QUALITY FACILITY.
° , ~ ~ ~ ~ ~ ~ E ~M
~ ~°T A ~ ~ / j ~ r„ ~ ~ ~ I ~ , ~ ~ r ~ U ~ ° 9. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. t ° + ~ ~ ro u
? P ` F ~ ~ ~ ~ ~ 10. COMPLETE ALL SITE IMPROVEMENTS.
,~'`x ` ~ ti', / ~ ~ t ~ ~
F, 74 01 ~ . CR ~ ~ p r a, 1 ,r , ~ ~ ~ 1 ~ / ; i :;,~`'r~ - 11. PLANT/STABILIZE REMAINDER OF SITE. J, TEMP ~ t ~
1.9~ CRES ~ ~ ~ ~ . ~ . d` ~ ' ~ a CONST''pT~UCTIDN a ~ ~ 12. REQUEST ON-SITE INSPECTION.
p~ ~ ' CAITD A~rn[. etc nT O I ~ Ii ti
t r ur mNrliLOGG U IL 03 ~ t X ! 1/CV7a0 13. REMOVE ALL EROSION CONTROL DEVICES AND STABILIZE THESE AREAS.
14. CONDUCT FINAL INSPECTION.
PA, F w
AUSTIN R -R ES~,,. L-L
I i T X7
o. FEs s 10 C) ti f s s' d ( _t SEAL ^ : Cn
D. 07 -°130 STOCKPILE AREA J , " p< C-1361 SE
o~ by . .'YCARC`' ~A, Ev. : <v
vft 1 . G' IN c',
D r LARRY J. V ID 03/14/08
TEMPORARY DB 31 ' r rr t ID: 07-
/ 60NSTRUC11ON ENTRANCE;
SEE DTL 1 CV7.0
S 04'p` 3 S 18'49'12n E N SCALE: 1~~ - 40
07'02'50" l x
E 98.14 _ .02 CALL N.C. ONE
22751'21° E 338 CALL CENTER 0 20 40 80 ` BEFORE YOU DIG
STOP
04 x.51 ~ 0 v.~ 04 t;,r - w f S . _,81.13 S 5°1' 18'01' E 97.09 S 144.t._C..._Q 1-800-632-4949
241" E 98.58 9fli 49.06' 0 r 24~ E 98.3 -7A5 r rss w f~, AVOID UTILITY CV4nO
- 111 t 37 E 97.84 337.48 a . DAMAGE
~ r+ X""'_---- 225121 0 S 0T - - - S
02'50" .~.r y ...a .w.. ~+..."'~._w."'`„_ ~ a - 99.95 fv`~ ~""'...,.r..,. " "`.."r.. ~i"~ ^*eR... ~1,..!~!M_ X A 3 -yM ~ M..~--.^ _ \ ••Q
S 09'07'24" E__ 1, CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND The drawings, the project manual and the design shown ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION. theron are instruments of ColeJenest & Stone, P.A.. The
E 99.9 ZNV, 0.01 r reproduction or unauthorized use of the documents without
H. t s~' wt S 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN ETC. AS f ,,r, ass - - consent of ColeJenest & Stone, P.A. is prohibited. NECESSARY TO INSURE SAFETY TO THE PUBLIC.
°~r \ s~axa Q s
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO ColeJenest & Stone, P.A. 2006 C w S ' j m W~ f: \ STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 1171
\ p oo~ ~ 3315 x r ( ~ LLV AUSTIN VILLAGE, .AGE LLC
11!m- inn ..D-B _1-8 4-828 ti , t 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
R.D. HARRELL CO PANS INS, o ~-"825 / P, OR AS AMENDED. ~~-yy f
TD: 07-132-OTOF } 4 `
DB 1527,' G?/J. -32 tv

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1 > ` ~ ~ s 6~ r , ~ ~ .r ~ ~ ~ CtiNTR L G~RNE~ ~ p~.t~ ; I r . d ~ ~ _ -r'".~°°10.Q0 ~ ~ ~ 2 ~ f F 0,~4~ / 's~ N~ ~0 ~4 Raleigh
~ \ ~ 9,g ~ o ~ w f V ~ N x,484 3D.4053 / ~ td3a ~ , . 1N~ ~ r' ; ~ u~ tit ~0 ~ Z
`x ~ LIMIT F ~ / w _ 1~. ~ ~ ~ ~i E 1,49 ,71~.ta55i' ~ a 1 ~ J w~ _d..~. .~v.-- / ,r' ~ , ~ ,..;.~Y~ ~ t 'AREAITI LIMIT F ENUDED DE r'' , v 485 A s
~ ~ l 1 ~ ~ / .-m,~ ~ , ~ y ~ /,Is qN / Cg T
~ r ~ .~I.S~TALL.PERMANENT OUTL T ~ ` ~ ~ ~ I ~ > 1 ~ m / ~ , 1 ~ ~ , t ; , ~ ~ x / ~ IP RAP APRON ~ 6 ~ ~ o i # ~ ~-f' ~ ~ O ST~UGTURE -AS-PART bF a i - ~ a 116.5 "C' ~ ~ ~ a i_.• ~ 1 t t s ~ ~ f ~ MCKEE ROAD F i { ~ + 1~+~ 6~~ .rte' r
w ~ ~ ~ f~-V1 6r t ~ ) I ~I ~4 k ~1 f / EROSION CONTROL ~1EAS~IRES ; ~ ~ ~ 1 ; ,I ~ r- 1 s N F R
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1 ~ ~ ~ ~ } j > i 0~ p ~ 2
_ ~ ~ w~ ~ ~ ¢ s o p 0 ~p o € f ~ ~ ~ t f~" ` ti,, ~ Q ti
~ ~ DOUBLE Ri~W \ ~ z f / r . ~ / ~ ~ ~ t ~ ~ ~ ~ J y SILT FENCE ~ r ~ s~ ~ ?ill ~ i ? ~ ~ o } . ~ t ~ / ~ ~ @ t ~ x ~ ~ o /
RAINAGE REA #1 r. ~ ~ ~ ~ ~ : , w t
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LANT SCHEDULE P v~ 74 Charlotte y2 Raleigh
SYM # COMMON NAME BOTANICAL NAME SIZE ROOT SPAC'G NOTES PRO~~'~ ~ ' PROP. / 1 485 AAA W FqS Rp
U DNS gtiT ~ \NGS ~ ~ P~1,
TREES 0 S~ ~ MCKEE ROAD
SPECIMEN LE 28 LACEBARK ULMUS PARVIFOLIA 2.5-3"CAL. B&B A.I. 12,8
ELM 'EMER II ALLEE' 10'-12' HT. MATCHED ~ ~ ~ 0 f ~ . o ` ~ C I° ~ o f rn OY O o
DO 97 DARLINGTON OAK 4UERCUS LAURIFOLIA 3-3.5"CAL B&B A.I. SPECIMEN ~ ~ " N 'DARLINGTON' 12'-14' HT. MATCHED ~ lj, , ~ `O d G ~ `p in Q ~G~ ~ ~iQ
PRO ~ " 1 I 2.5-3"CAL B&B A.I. ~ R`(~.~, i rn , I 2 ~ ~0`~ ~0• >`u ,.c ~ I a o
ER 47 EASTERN REDBUD CERCIS CANADENS S RE rl , , , -c 15'-20' HT. 20,, ~ ,~r,~..._ e~ " ' ~ ~ y 1 ! ~ ,w q I` o G~ ~Q~ o F
p 4 . EA 1 NIGRA EASTERN THUJA OCCIDENTALIS 2,5-3"CAL. B&B A.I. SPECIMEN ~ "ma`"r' ° ' ' 6 / i ~ ~ , ~Y 4 t 0 1 ~ 1 ~ z a y 1 ~ ~ /
ARBORVITAE 'NIGRA' 15'-20' HT. MATCHED ~ C . ~ , _ ~ ~ 1?~ ~ ii} 4
/ SEED; ~ . , ? ''t pry ~ ; ;,E
SHRUBS ~ ~ ~ ° _ j - -,,,rte ~ a > . F 0~ ~ CHESTNUT LN ~ ? ; 1 Q
SPECIMEN ~ ~ ~ ~ =1 1 z DB 388 DWARF BURFORD ILEX BURFORDI 3-6' HT. CONT. 4' O.C. t t d / 4} ~ .j # r;
HOLLY 'NANA' MATCHED ~ , . , ' ' {Y1 , i ! ~ ~ `fit ~ I Q' Q ~E 1 ~ z ~'b, ' ; _ SITE k o
NE 171 NEW ENGLAND ASTER NOVA 3 GAL CONT. A.I. , / a'~,~ ` x'11= 1 st ~.+'~+"'~'r'f ~ e~ } ' 0 1 ~ f ~ ~ 1 ~ N~ . I ~ QQ Shaping the Environment 3 ~r!„ ~ ~ n 4t . s ~ Realizing the Possibilities
ASTER ANGLICAE / ~ ~ § - _ ; ~ LITTORAL SHELF - ~s'`r o ~ 17, 1a 4
PLANTING, SEE DTL / - ,k ` ` ~ WATER QUALITY BASIN LITTORAL SHELF (850 TOTAL LF} _ ei~ : +1 i~~ ~ ~ ~ ~ ~ ' 't ~ 1 N.T.S.
THIS SHEE / s / - ~,.r t ~ eP `t'~ „ NICINI 1 I ~QI Land Plannin a ~ _ _ 9 ~ ; t~; ~ ,u.
SYM TOTAL# # PER COMMON NAME BOTANICAL NAME SIZE ROOT SPAC G ~ w-------- ..-y'" ; - % ' + 100 LF ! a~`f,.--° ~4 F~ ~ ~ ~ ~ ~ ~ ` Landsca a Architecture i~'„ ° I ~~x ~ j,~' ® qq P
i,• ' rr QUART 24" OC ,~'`li , ; ' . hi~ . ~ I CX i ° ~ ~ + ~ ~ ; ~ ~ 4 ~ SURVEY DISCLAIMER ~ ,j 4 t N i~ 'l ~ . 5 : ' I ~ ~ p ® ti ~ Civil Engineering
AA 264 31 ARROW PELTANDRA s ~ - ! ARUM VIRGINICA ~,?;r , F F r, , ~ ~ ~ ~ I ~ V Y F R R AN PREPARED BY R.B. PHARR & y, I s SURE O C OSL D +
~r F , ~ ; ~ QUART 24" OC ° ~ r',~ BF 128 15 BLUE FLAG IRIS WATER QUALITY " t; ~ ` j'=t~l 2 t ASSOCIATES P.A. 241 POST OFFICE BOX DR. UNIT A-2, Urban Design x1'~,'.
IRIS VIRGINICA , ~ POND ~ ~ { s ~ s , ~ , CHARLOTTE, NC. [phone] REVISED 02/17/06 ,t~ _147-130A ,1; ~ ; ~ ID° Q7 w
~ = t'~, , DP 145 17 DUCK SAGITTARIA QUART 24 OC / ~°f~j ~ s~~. ~ ~t ~ ~ s t ~ ~
l f` 1 } g POTATO LATIFOLIA ,'f, ~ ° ~ _ r; E 4'; t c~ uJ ~ l ; ° ~ , w ~ ~ ~ ~ 200 South Tryon Street, Suite 1400 Charlotte, NC 28202 I,~ ~ 19
33 AU U QUART 24" OC ~ : ~ ~ _ ~ ~ 1~4. LIZARD'S R RUS ~ LT 281 S , I ~?4,, b`~ '1 rl ~ a+7043761555tr7043167851ur~+www.colejeneststone.com ~ § I ~ ~ ,'i
~ TAIL CERNUUS ~ - ~ ~ i rs i ~b ~ a~~ 1 ~ 14' TA
_ ~ ~ t ,~.-.M.. ~ , " PW 680 80 PICKERELWEED PONTEDERIA QUART 24" OC / _ S~ ` • 1t ~ ~ 1 SYMBOL DE IL t °e ' 4~t
CORDAT A _.-.~.~_.....a-~...,..~_ .....w. e,.~.w.~..~. + 4p~
SF 187 22 VARIEGATED ACORUS CLAMUS QUART 24" OC / _ , _ s. .ems ...,F»_.. ~h .m~........~w.a..e. s S SWEETFLAG VARIEGATUS ~ ' " . ~ . LL ~ SEED 171 NE t . b ,4 < „.M,._~, . ~ 4 ~ q , ~ ~ SIDE ;n ~
_ ._-m..-.m~, _ - . , ~ ; ~ A ~ ,1 r 10 ~ ~ + I ROPOSED TREE 1/CV7.1 ~
SR 315 37 BLUNT ELEOCHARIS QUART 24° OC ~ for SPIKERUSH OBTUSA / ~ ~ ' ~ , ~.1
204 24 SALLOW CAREX QUART 24" OC ,,c'~` ~ „,1 4 LE SS 12 DB -
SEDGE LURIDA s" _
fi~ s ~ TS 553 65 TUSSOCK CAREX STRICTA QUART 24 OC s' ' a ' ' I SEED ~ ~ PROPOSED SHRUBS 2/CV7.1 : ~ ~ ~ ~ F.. _ .
SEDGE 'BOWLES GOLDEN' ~ ~ ~ y ~ ~ ~ SEE ~ e, ~ ~ 'F f.. , \ ~ ~`e. ~ Q
, GROUNDCOVERS ~ ,f~ ~ ~ ~ , _ ~ 1 L r~ ~ ~ " ~ ~ ~ ~ i~ ! a ~ R
~ ~ ~ ~ r t - a
LIRIOPE MUSCARI 1 GAL CONT. 12" OC SPECIMEN ~r ~ ~ r'~` LB 3,497 BIG BLUE ~ f s F LIRIOPE 'BIG BLUE' MATCHED / ~ ~ f \ ~ ~ - + ~ ~ a;.'` CREENfNG, .INTERNAL°ANp ° ~ PROPOSED GROUNDCOVER 3/CV7.1 ~ PERIMETER TREES FOR THIS'~~ I
~ ` ~ ' ~ ` `=PAR EL YVILL BE PROVIDED
SEED 267,188 S.F. ~ ~ ~ ~ / ~ t ~ f r ° ~ EN PARCEL LS DEVELOPED. f ~ ~ \ ~ r ~ ~ _ ~ ~ ~ I
~ v~r ~ r x p . FUTUPE DEVELOPMENT . `i t ~ PROPOSED SEED COVER
J~ 1 PERMANENT POOL EDGE ~ ~ ~ ~ BUILDI A . TRkCT B \=1.05 AC ~
/ ~ ~ , e~ o 2 DO ~ ' ~ ~ v i ' S ~ j~~ t i I ~ 3 ~ ~ ~ El
P/± (8400 SF '3 a ~ , _ ) k ¢ ~
p0 ~ F TS • ~ ~ ~ ~ ~ SS S - 0/ ~ ~ ~ ~ ~ i I F i ~ ~ NOTES
BF ~ _ ~ FFE~ 703.17 ~ ' . , S+ i ~ ~ 1 1 _ ~ I
~ . t . ~ m...~--1' . . ji ~ ~ ~ ; ~ ~ ~ ~ ~ 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST i A \ 6
~ - - ~ ~ 115 LB + x s ~ SEED' , 33 EDITION OF "USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN ASSOCIATION ~ ~ ~ ~ ~ ~ ~ 'C ~ Vie, ~ ~ ~ 1 OF NURSERYMAN, INC.
SR ~ LT ~ / !i l ,!i f ~ ~ ~ ~ ;
SR AA / . ~ ~ ,r i; 2. HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE Indian Troll
/ ~ ~ f ..p , ~ i ~,t ~ 4 ~ PRECEDENCE OVER CONTAINER SIZE AND CALIPER. ~ 3 Od ~
/ ~ ~ / ' 1 LE ' ~ 6Q I ~ ; . ~ ~ North Carolina 28079 ~Y 3. ALL ANNUAL/PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE + ~ ~ ~ ~ z
P LITTORAL SHELF / ~ 208 LB ~ _ ~ , ° SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE. CONTRACTOR ~ ~ ~ ~ ~ ,t ~ SHALL PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
pW ~ ~ ~ } ~i ~ LITTORAL SHELF EDGE ~r~ + TRACT A -13.59 A.C . R ~ . ~ ~ ~
~ -SEED ~ HARRIS TEETER ti AA I + . , / S F r"""~`~~~\ - rte`-~:.. ~ 4. T M N A PARKING LOT ISLANDS TO 8" ABOVE BACK 0 CURB FF ~ ~ . ~ ~ ~ ~ , CON RACTOR SHALL OU D LL 0 ~;p AT THE CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL . _
~ _ z s: / ; M ' ' j TOPSOIL IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
ss ~ 1 (48,500 SF} ~ + ti oa 0 w I of ¢ ~
r:. FFE~ 704. ~ ~ 5. CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD ~ BARK. CONTRACTOR SHALL MULCH ALL ANNUAL/PERENNIAL BEDS WITH 1" PINE
LITTORIAL SHELF LAYOUT -N.T.S. ~ ~ ' ~ , 1'• ~ ~ ~ 2 ER BARK FINES.
I ~e a ~ ~tF" 6. ALL DISTURBED AREA5 NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE
~ t/ / fit. \ + ~ 635 L8 SEEDED BY THE CONTRACTOR. 1 LE _
` / 117 S + f ~'J ~s - ~ .1 t ~ ;4 ~ _ 7. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1° IN
1'` L~4 ti 4F I . s~ f ' fi 4 + _ DIAMETER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND I ji
~ g p ~ a ~ ~ ~ S b ~ F ,f" ~ ~ ~ Fo . SF ~ . - ~ S . ' ` t" I OTHER DELETERIOUS MATTER WHICH WOULD BE HARMFUL, OR PREVENT PROPER a
~ ~ r 0 ` ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND PLANTING AREAS. ' r , , ~ i . a: + + ~ .
- r'~ r , ~ + ~ r i~ a~ ~ ~ ~ ~ j 8. IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR
~ fi , ~ ~ ~ _ <; ? ~ t SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8° AND FILL WITH CLEAN TOPSOIL ~ Af, ~ CONTRACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO
~ w~. i Q + 0 ~ ' 5 ~ ,l"` r 2 D I FILL THESE EXCAVATIONS. S'F ~ t'.
a ; t SEED ay ~ ~ ~ + u,~,~/ ~ ~ ~l ~ P + j 15 DB ~ I 1,2,3,4 & 7 CV7.1
b ~1, ` ' i` 8 D' ` ~ j , ~ 9. SEE DETAILS SHEET FOR PLANTING DETAILS. j j
_ .i : j ~ . © - + I 10. CONTRACTOR SHALL RESEED/RES00 LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
~N, 13D ~ ~ + ti + 1;` BUILDING C INSTALLATION. j Pro ect No,
} i _ f ~ ~ fr' I {5}~$ S',F,} J ' 11. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE r+ ~ j
_ _ . . ~ ? _ ~ ~ NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION FFE 707.34 ~ 1 3~6~ r j ' DEPARTMENT.
5 LE ~ _ ' s F j~ ~ ~ 1 IrE ~ _ ° ~ o
+ ~ ~ ~ v 1 ~ ~ , ~ i ~ ~ w ~ 12. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED
t ~ 1 ~ G~. j F' , . •,:.n ~ ~ ~ ~ j ' BY THE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. Issued ~ + s ~,i CONTRACTOR SHALL REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
'j~ ~,m ~ e 8D s. . , 1
f 11 ~ I ' ~ ~ + ~ ~ ~ ~ ~ ! ~ 1 13. FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL /31/06 ri + :~~x..~ (i SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24"
,r ~ ~ ~ BUILDING B ,',a. '~r' ~ e P ~0 DB 208 l ~ , ; NEW TOPSOIL, OR AMEND THE TOP 24 OF EXISTING SOIL TO MEET SPECIFIED
~ 226 DB ~ ? ~ (,400 SF) ~ " _ ~ ~ ~ ~ 0 r TOPSOIL PLANTING MIX STANDARDS FOR TREES WITHIN ENTIRE MINIMUM AREA OF . L1 / C?
C t ~ ~ ~ ~ t F 1 t j I 1 LE ~ 4' ~ , # ` e j 274 SQUARE FEET PER TREE) EA ~ I
Il~r ~ ~ 0 50 ~ 0 ~ ~ ~ c . ; F ' ~ E 14. LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 EET FROM THE OVERHEAD If
a _~P - . ~ a 7 DO + G ~ < ~ 1 LE ~ ' ~ i ~ ~ ~ ~ ~ DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR ~f: ~ ~ / SIGNS, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO RESOLVE BEFORE
. , d ° 1 LE ~ , ~ ~ ,1 a . ~ ~ r PLANTING.
~ 115 LB t ~ t ~ S~: ,1 ~ r~ ~ - ~ }_d d ~
~ . i 'I ~ ~ r
~ . ~ i LE ~ ~ ~,~,i ~ t 5 a ~ a ~ ,,4 ~ ~ _ ~ j M, + `s . I ( , ~ ~ . j Revised
~ l ~ ~
" 4 q ~`e ifs., 't , ""e~~0 ~ + ~ -F ~ ~N ~ , ~ V 8 DO ~ + f ~ Y S`
~ , , ` ~ -.v ; j 1 1/25/07 PER REVIEW COMMENTS + I j FORMULA FOR CALCULATING 20% SHADING OF PAVED VEHICLE ACCOMMODATION AREAS
~ _ ~ ~ ti titi. ~ % ~ FOLLOWING IS AN ELEMENTARY FORMULA FOR DETERMINING THE NUMBER OF SHADE TREES REQUIRED 01 29 07 PER UNION COUNTY PUBLIC WORKS { 2 / /
. ~ SEED.. ~ ~ ~ ~ k..il ( i' IN AND AROUND PAVED PARKING LOTS IN ORDER TO PRESUMPTIVELY SATISFY THE SHADING li ` r
~ _ ~ REQUIREMENTS OF SECTION 199. j. ~ ~ ~ ; 3 02/05/07 PER UNION COUNTY PUBLIC WORKS
+ ~ f z [1] CALCULATE SQUARE FOOTAGE OF THE VEHICLE ACCOMMODATION AREA, INCLUDE PARKING SPACES, ' ~ ~ DRIVEWAYS LOADING AREAS SIDEWALKS ANO OTHER CIRCULATION AREAS. DO NOT INCLUDE BUILDING
4 ~ q li l i r ~ ( ~ ~ I ~ ~ ` `I z P Y P 4 02/13/07 PER UNION COUNTY PUBLIC WORKS w,, AREA AND ANY AREA WHICH WILL REMAIN COM LETEL UNDEVELO ED
j ~a ~ ~ ~ ~ ~ i k s ~"a °'^w BUILDING D - i~~ ` ) . ~ ! ~ 5 10/12/07 PER REVIEW COMMENTS
I ~ b. . ~ ~ w~ ~jj i~ [2] MULTIPLY.338.588 S.F. X .20 ~ j ~ (11,912 S.F.) E
i~B . ~B~ (3] AREA TO BE SHADED: 87,314 SQ. FT. 8 02/07/08 PER REVIEW COMMENTS ~ _
~ + 4 AREA SHADED BY EXISTING TREES TO BE RETAINED IN AND AROUND ~ ~ ~ 03 14 08 PER REVIEW COMMENTS
~ ~ e. ~ °e.\ k O v l I ~ t~.~'~ VEHICLE ACCOMMODATION AREA 0 SQ. FT. 7 / / 1 LE 1 `:s~1 j
1 T u r a "`4 . x ' r l ~ ~ ~ [5] AREA SHADED BY REOUIRED SCREENING TREES, IF ANY: * NONE REQUIRED _ ~ t 1 ~ r ~ ' !
' ~ ~ e„~ . , ~ ( I z+~e1 AR A HA Y R UIRED STREET TREES IF ANY 0 S . FT. ;r + ~ ~ ~ ~ [6] E S DED B EQ Q
~ ~ w . ~ d ~.„R 1. 1 ~ j~ w k~~ + ~ [7] SUBTOTAL: 0 SQ. FT.
\ / + j ~ J (IF LINE [7] IS GREATER THAN LINE [3], THEN THE SHADING REQUIREMENT HAS BEEN MET. tF NOT,
GO TO LINE [8].}
X 1 2 LE [8] ENTER THE DIFFERENCE BETWEEN LINE [7] AND LINE [3]: 67,314 SQ. FT.
SEED 1 z [9] DIVIDE LINE [8]: / 707
I r PQ 1,380 LB
FUTURE DEVELOPME r + [10] TOTAL NUMBER OF SHADE TREES REQUIRED WITHIN THE VEHICLE ACCOMMODATION AREA: 95 TREES 1 LE It ] d .
TRACT G' + MAC i - ^8 DO ~ * EXISTING TREES RETAINED IN COMPLIANCE WITH SECTION 198 WILL BE CREDITED ACCORDING TO ~+++++++'+~~~nl
w; i ( 1 THEIR ACTUAL CROWN RADIUS. SHADED AREA MAY BE CALCULATED AS FOLLOWS: 3.14 X CROWN CA UJ
RADIUS 2 = SHADED AREA. TREES PLANTED WITHIN THE VEHICLE ACCOMMODATION AREA ARE I~ ~J & S ` 0 ; n CREDITED WITH SHADING 707 SQ. FT. (BASED ON CROWN RADIUS OF 15 FT.) NEW OR EXISTING C~; ~ppR'' 0 ;
W I ' TREES ON THE PERIMETER OF THE PARKING LOT ARE CREDITED FOR HAVING ONLY HALF A CROWN C V SEAL : a
OVER THE VEHICLE ACCOMMODATION AREA E.G., NEW PERIMETER TREES WILL BE CREDITING FOR J ; C-1361 \ • w N 4 C-103 ` : r T
+ 1 SHADING 354 SQ. FT.). GENERALLY ALL TREES PLANTED IN COMPLIANCE WITH THE SCREENING =0 • opT _ ~ ~ 1 REQUIREMENTS OF ARTICLE XV, PART I AND THE STREET TREE REQUIREMENTS OF SECTION 198 w NcnR°: ~ ~ ~ . ~ ;
J ' WILL BE CONSIDERED PERIMETER TREES. WHEN SMALLER TREES SUCH AS DOGWOODS ARE PLANTED,
`°$CREENING,`ANTERNALK N, D THE CREDITED SHADING AREA WILL BE ADJUSTED DOWNWARD TO 314 SQ. FT. FOR INTERIOR TREES AND 157 SQ. FT. FOR PERIMETER TREES. (BASED ON THE CROWN RADIUS OF 10 FT.) 4~p~l1 4p~~ ++p+
I PERIMETER TREES FOR THIS'D . y. k _ PARCEL WILL BE-PROMDEO . _ ' unu++ 0314/08
BUILDII WHEN 'PARCEL IS DEVELOPED. BUILDING E LARRY s I' f
(11,912 , (11,912 S.F.) ! n ~
3 ER ? FFE F t FE 710.68 f (D; o~ MUST
+ I BUILDING F + } LITY ~Nc s ~ ~ ~ R 0
. ,SEED (5,998 S.F. N
i FFE = 710.0 ~ + + , SEED 0 P - o~ -3 SCALE: 1" - 40
y 4 D Qo ~m
SEED x 0 20 40 80
6 'D* _ WE POw .
ER EASEMENT FROM ` y EA. FUTI( ~ BEFORB YOU DIG!
- SEED CONTACT ONE-CALL CENTER
RE , CV6mO 1-800-632-4949
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
C may. ! - 'Y rx r
i ? I r 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS The drawings, the project manual and the design shown
5 DO NECESSARY TO INSURE SAFETY TO THE PUBLIC. t theron are instruments of Colelenest & Stone, PA.. The
reproduction or unauthorized use of the documents without 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
1 ~ _ ""~aSTANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND consent of Colelenest & Stone, P.A. is prohibited. ;•CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS.
ColeJenest & Stone, P.A. 2006
~ ".,,,,.tip a'S~ . ~ 'E>~ . - 0 PHASE II 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
r ; ,egg ~ ~ ~ ,1915M
gars >1-v AUSTIN VILLA LIMITS VILLAGE LLC
. ' ?p " '•n...__ ."fir ~ - J:'" Z h F. ~ r DB 1864-8~ 1 1864-828
~ ~ 4 } s~ ~ ~ (J; C7
R.D. HA COMPANY INC. ti RRELL C0M CD: 0-132-0 IT ~ 1 9 p/5 ?7-132-010F i
DB 1527-329 I irl. (1z 1 zn n1 fir - - a

Charlotte
JOINT SEALER Raleigh
1/8" 1/8" RADIUS
1/8" TO 1/4"
a ~
~ 6'-O"
J•~ h 1 1 /2»
`b, 5'-9" 1 1 /2"
~ JoINr A ~ w ~ ~ FILLER -A
1/4~,
CONTRACTION JOINT - BITUMINOUS CONCRETE
BACK OF CURB T .10.178 GENERAL NOTES GROOVE JOINT EXPANSION JOINT SEES D A' A LIGHT-BRA6M-FIi~tFSi+- SURFACE COURSE U
1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) 4'-O" ~i' ,;LL;. BITUMINOUS CONCRETE ' ~ WWF6X6W1.4XW1.4 m . - b ; ~ BINDER COURSE 6., 1._O" ~ ~ ~ ~ - .
6» 2'-6" CURB AN GUTTER - r" PROPOSED CURB AND GUTTER " CONCRETE 3600 PSI - t-,~' ' 3/4" DIA. x 2'-6" 1 q { ~t £ ~ ~ AGGREGATE BASE COURSE
1' 6» CURB AND GUTTER MIN. 1 4 PER FT. 1 1/2» , 3 1 / 3 1 1/2 REINFORCING BAR r~ ~ ; ~ ~ ~ ~~Y ~ Sha in the Environment m ' ~ ,~Y ~F ~ ` ~ ~ ` AGGREGATE BASE COURSE a `
LIP Of GUTTER EDGE OF PAVEMENT a..~ - Realizin the Possibilities 9 COMPACTED SUBGRADE ~ GRADE f ~ x~ ~ ~..F ~
/ °,f f r COMPACTED SUBGRADE r~ ,
10'-0" 10'-0" ` ~ Land Planning f `i . / , ,4, J +
, ~ ' Landsape Architecture
PROPOSED 4» CONCRETE r ~ +
GENERAL NOTES Civil Engineering
PLAN VIEW DIMENSIONS MUST BE CONFIRMED DIMENSIONS MUST BE CONFIRMED Urban Design
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED WITH GEOTECHNICAL REPORT WITH GEOTECHNICAL REPORT
IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' SECTION A-
INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION ECTION A-A' 200 South Tryon Street, Suite 14oD Charlotte, NC 28202
JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE NOTES: REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. a+104 3761555 f+104 376 7851 url+ www.colejeneststone.mm
1. TRANSITION TO BE ALONG BACK OF CURB. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI, IN 28 DAYS.
3. BROOM FINISH CONCRETE.
4. SEE PLAN FOR SIDEWALK WIDTH.
5. 2" SMOOTHED TROWELED JOINTS - "PICTURE FRAME"
N.TS. 12 HEAVY DUTY CONCRETE N.TS. 8 HEAVY DUTY ASPHALT N.TS.
n A N.T.s. 20 C C TE SIDEWALK N.T.s. 16 WHEELSTOP 6 CURB AND GUTTER ON RE TION 2 6 CURB AND GUTTER T01 CURE TRANSI 4
ACCESSIBLE PARKING REQUIREMENTS SIGNAGE----~(~ NOTES:
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF SEE SITE PLAN ACCESSIBLE ROUTE 1. A CONCRETE GUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED FOR WIDTH SPACES REQUIRED TO BE VAN ACCESSIBLE NECESSARY TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTION.
2. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM 1'-6" CURB AND GUTTER
1 TO 25 1 1 ACCESSIBLE RAMP FACE OF CURB ENTERING DRIVEWAY.
26 T6 50 2 1 SEE DETAIL 4»PAINTED LINES(TYP)
51 TO 75 3 1 SEE STAKING PLAN 3. FOUR (4} FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS DRIVE IF THE DIRVEWAY GUTTER SLOPE IS GREATER THAN 2%.
FOR LOCATION OF ~i~--9" DIA. CONCRETE
76 TO 100 4 1 ALL ACCESSIBLE PARKING SPACES 6" 1'-0"
101 TO 150 5 1 8' 8' 8' 8' S' 8' 1 2" RADIUS / RUB 1/4" ROUNDING 4'
VAN 3" RADIUS ~ 151 TO 200 6 1 ACCESSIBLE (1) #5 REBAR o N
SPACE TRANSITION FROM 2'-6" CURB o ~ EXP. JNT. TO 1'-6" CURB AND GUTTER IN
201 70 300 7 1 0 ~ .a 1/8" RADIUS ~ I I ~ 20'-O" PER STANDARD N0. 10.20
301 TO 400 8 i N ~ FIN. PAVEMENT b 1 2" EXPANSION JOINT TYPICAL
401 TO 500 g 2 PARKING SPACE PAVEMENT MARKINGS / ( END OF EACH RADIUS)
2 n~ RIGHT OF WAY Indian Trail
1 IN EVERY 8 • : . ~:.q~ 501 TO 1000 2% OF TOTAL A B ~ ~ ACCESSIBLE SPACES 4'-O" - -
North Carolina 28079
VAN R7-8E RESERVED 1 -6 ACCESSIBLE PARKING 20 PLUS 1 FOR 1 IN EVERY 8 12'x6 ' PARKING ACCESSIBLE RAMP -STANDARD
1001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES MUTCD ~ TYPICAL EACH SIDE ( ) GROOVE JOINT P R AN R
RESERVED DISABLED R7-8A MUTCD 12"x18" ~ I' f, w, fi„_. ~ E ST DA D 1° I' o w_ I
SECTION 4.1.2 (5} OF THE AMERICANS WITH DISABILITIES ACT (ADA). PARKING PASSENGER R7-1 STANDARD 1 -6 CURB AND GUTTER -r;, SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES MUTCD LOADING 12»x18" ~ ~ ~ ~ ~ ~ aa~" a" ~ ~ 2'-6" CURB AND GUTTER ° ~ Q
R7-8A NOTES: 12"x18" GNL I > 4 CONCRETE GUTTER ^
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) z SECTION A-A ~
SHALL BE MOUNTED AT 7 FEET FROM GRADE REQUIRED ACCESSIBLE I. TO BOTTOM EDGE Of SIGN FACE (MUTCD). MAXIMUM R7-8D I~ A
MOUNTING HEIGHT CAN BE REDUCED TO RESERVED PARKING SIGN PENALTY $ 2so 12"x9"
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH MAXIMUM GROOVE JOINT
PEDESTRIANS ARE NOT EXPECTED TO USE. PENALTY R7-8D CONDITION #1 $ 250 12"x9" 60"
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) CONDITION #2 A
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA 84" DEPARTMENT OF TRANSPORTATION SUPPLEMENT, SEE STD. DTL. FOR CONSTRUCTION JOINT OR GROOVE JOINT
MOUNTING REQUIREMENTS 3. iF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN FINISHED GRADE TRANSITION FROM 7" DEPTH AT LIP
RAMPS ARE REQUIRED AT LOADING ZONE AREA. ~f.',~°f",o;.~~'~''~!r,'d'~" ~?'f,,;~e°s;'/;~'°~'i;'°'``.~'/'> ,,','.''.i`''~,',<;~/;~`~,!if`.~,'%~'';'"`A`.'~ TO 10" DEPTH AT 4' CONCRETE GUTTER
N.T.S.
N.TS. CURB AND GUTTER N.TS. 15 TYPICAL BOLLARD A DS 19 STANDARD PARKING AND SIGNAGE STAND R ACCESSIBLE LARD 11 COMMERCIAL DRIVEWAY N.TS. , 3
STEEL POST STEEL POST
12"x6" 8' MAX.
ONLY REQ'D ®VAN WIRE FENCING WIRE FENCING , Pra ect No,
CONDITION 1: PEDESTRIAN PATH ACCESSIBLE ACCESSIBLE SPACES 29.13' l WOVEN WOVEN
DOES NOT PASS UNDER OR AROUND FILTER FILTER FABRIC FABRIC 3362
SIGN
t z ~ ~5 WASHED Z LL SLOPE ~ r ~ STONE ~ w ~
CONDITION 2: PEDESTRIAN PATH 6.0' N FILL SLOPE v GOES BY, UNDER, ~ ~ o ~ ~ o ~ - ~ = ~ - Issued
OR AROUND - = - INSTALL BOLLARDS ° ~ m e~ ~ m oe~ 5~ ` - ~ 5~
I N n W CONC. SG / I ~ E FOOTING, 3' DEEP ~ PR ED PR ED o o 1 /31 /06 i F F
MUTCD R7-8 'd ) DU ER I DU ER I 2' MIN. 2' MIN.
12"x27" - .~.;I X70' co COMPACTED c0 - - -
~ ~ FINIS BERM I 0
6" 2 -0 Nq H GRADE 1/2" RADIUS HEAVY DUTY ~,`s. TURgL GROU N ANCHOR SKIRT 6"
" RA IUS CONC ETE ND ,3 3' RADIUS 1/8 D ~ `1 iNSTAIL POST W/ MINIMUM
CONC. FOOTING, N qTp
. 3' DEEP ° ' Rq~ G ANCHOR SKIRT IN LIEU OF BURING SKIRT, 6" OF RpUNO 6" MINIMUM ~5 WASHED STONE MAY BE USED
N . , ~ .c M' N ~ ~ 1, ~,JY ~ $ OVER TURNDOWN.
. N GENERAL OTES. GENERAL NOTES CONT. ,
~ p z z ~ sa 4= SCORE JOINT ~ ' WIDTH AND DEPTH Revised
TO BE DESIGNED 1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND B. AT DENUDED LIMITS WHERE A REQUIRED UNDISTURBED BUFFER IS 50 FEET BY ENGINEER SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. OR LESS AWAY. ~ 11/08/06 -PER NCDENR COMMENTS
STANDARD 2'-6" CURB AND GUTTER (1' MIN.)
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN MAINTENANCE NOTES: FOR A PERIOD OF MORE THAN 30 DAYS. 2 07/03/07 PER REVIEW COMMENTS
~n 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
~ FINISH GRADE LATCHING DOUBLE SWING GATE W DOUBLE 7' HIGH PANELS NOTE: TO FIT 20' OPENING, COLOR TO BE SELECTED BY • 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE RESPONSIBLE PARTY OR HIS/HER AGENT IMMEDIATELY AFTER EACH g 10/12/07 PER REVIEW COMMENTS
~ ARCHITECT. GATES MUST BE FULLY OPAQUE. POSTS & 1. DITCH SHOULD HA! 'CH SHOULD HAVE LONGITUDINAL SLOPE OF 1.0%. SELF-FASTENER ANGLE STEEL TYPE. RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 02 01 08 PER REVIEW COMMENTS
HARDWARE TO BE INSTALLED PER MANUFACTURER'S SPE IFIC TION . 2. SILT FENCE MAY B 4. WIRE FENCING SHALL BE AT LEAST #10 GAUGE WITH A MINIMUM OF 4 / / T FENCE MAY BE REQUIRED BEHIND BERM.
4 6 LINE WIRES WITH 12" STAY SPACING. 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
;o 5. TURN SILT FENCE UP SLOPE AT ENDS. FABRIC SHALL BE REPLACED PROMPTLY.
I * GATES MUST BE CONSTRUCTED OUT OF EITHER
~,w SYNTHETIC WOOD OR CORRUGATED METAL. 6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENEINGS. 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSITS REACH APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
z A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) TO THE EXISTING GRADE, PREPARED AND SEEDED. OR ALONG WATER COURSES.
- ^ N.TS. N.TS. DUMPSTE ENCLOSURE N.TS. 14 TEMPORARY SILT DITC C 18 R 22 ACCESSIBLE SPA E 2 6 CURB AND GUTTER ?1LT DITCH N.T.S. 10 TEMPORARY SILT FENCE FOR HIGH RISK AREAS N.r.s. 2
r-- #5 WASHED STONE
SIOEWALN (5' STQ.1
3"R 6" A
05 UTILITY STRIP Q \ / QQOQ 1V'(G~ DROP CURB 2' DETECTABLE 0.02 MIN. ILITY STRIP 001 MIN, 100 MIN. BLE 0.02 MIN. 0..04 MAX.3 a^ PUBLIC STREET
5 lfj \ (STD. 2'-6" CURB WARNING E. 0:08X: d GUTTER SHOWN) 0.04 MA OR ) MES1 0.08 MAX. 0.02 NORM.) 0 . 04 NORM.) EXISTING
\o k GROUND'i
1) I l~ ~pF 9E 12:1 ,Intl I l i f f kffl
x r' l 0....... q q NrN4 \~Hq, I X MAX. RAMP z SOIL STABILIZATION FABRIC M UNDER 5 WASHED STONE Q) ` g
SECTION B-E o m 2rs 6,N SECTION B-B ,~1 ~5 ST S P15D o`'
e e jz NOT M .I o o d 7~3 SIDEWALK " 3'-4" W-1 100' MIN. Q, 'ppR' O
\ ELEVATION RB STORAGE AREA _ TRANSITION DI 0N8 TRANS] IB T-4" 8' O P OF ~1~1 7 G SEAL F: : 9. URB CURB :TION DROP TRANSITION . • + CURB w J: y 0-1361 e U; _ 4
w O. o C-103 2 -GUTTER - H HCAR , •
VARIABLE SLOPES NOT \J TO EXCEED 12:1 (8.33%)
1 SECTION A-A 1 BITUMINOUS CONCRETE ~ I SECTION A-A SURFACE COURSE ro viii /IU ~ C I
CATCH BASIN I D ~Innuli' 03/14/08
#5 WASHED STONE ISOMETRIC VIEW TACK COAT a
EXPANSION JOINT p PLAN VIEW (SEE STD. 846.01) SIDEWALK 777 -AGGREGATE BASE COURSE
NOTE: A PORTION OF ONE OR BOTH RAMPS 0 (0 rte. (^sI t_ { MAY EXTEND OUTSIDE THE RETURN. rs
(fl FCOw - Q~ NOTES: 1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL WIDTH OF THE COMPACTED SUBGRADE NOTES: 1. EXPANSION JOINT ~ A STABILIZED ENTRANCE PAD OF 2"-3" COARSE AGGREGATE OR RAIL ROAD BALLAST
12' RAMP FLOOR AS SHOWN ON THE DETAILS. 41 2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-GABK, OR DARK-ON-LIGHT SEQUENCE COVERING THE ENTIRE RAMP. ° (SEE STD. 848.01) SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO
zN SEE NOTE 1 1 a• A PUBLIC STREET.
3' RAMPWIDTH AREA 11 VAMABLE HN -4' r e<2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE Argy EXPANSION JOINT CONSTRUCTION ENTRANCE.
7777 / W A W+A+B" X B Fir (SEE STO. 846.01) 4
@ ~0 0 0 0 0 5' 0.0' 5.8' 6.8' 5.0'" BASE DIAMETER 6' 0.0' 6.8' 6.8' 6.0'-- / SIDEWALK 3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE
x 0.458 TO 0.70`R SECTION A-A 0 0 0 0 0 7.3' 6.5"` PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR
Tar DIAMETER OF NO LESS 8' 0.0' 8.8' 7.3' 6.511- GENERAL NOTES: THAN 50% TO NO MORE 5' 2.0' 7.8' 7.8' 5.0' THIS PORTION OF RAMP MUST / DIMENSIONS MUST BE CONFIRMED OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. TAMP WITH GEOTECHNICAL REPORT CVTO
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS g OO Q 0° DIAM 65% oFTHE BASE 2.5' 8.3' 8.1' 4,8' FALL WI I n THAN 6R 5 3.0 8.8 8.3' 4.4' CROSSWALK LIMITS. NOTE 13) 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. 5' 3.6' 9.3' 8.4 4X (SEE a.7' 3.8' C U° @ 5' 4.5 ' 0' f0. S 9.' 8. T 3.4' REMOVED IMMEDIATELY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A 5' 4. MANNER THAT IT WILL NOT ERODE. 5' 5.0' 10.8' 8.9' 3.1' 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS 6^TO B=x-(A+B") SEE NOTE 1 STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. The drawings, the project manual and the design shown
MADE AS NECESSARY. 0.9•TO 6 L - 1.4" MIN theron are instruments of ColeJenest & Stone, P.A.. The 2,E1 NOT S
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN A SUCH A MANNER THAT B = DISTANCE FROM FRONT EDGE OF SIDEWALK TO BACK POINT OF 12:1 (8.330 SLOPE. EROSION AND WATER POLLUTION ARE MINIMIZED BACK OF SIDEWALK DROP REQUIRED FOR ALL o _ p . o o " . o.. p a a o • o - 6. NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION reproduction or unauthorized use of the documents without
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE PRECAST (LASS "B SIDEWALK SLOPES. PLA CONCRETE BACK of SIDEWALK DROP REQUIRED FOR - PLAN VIEW SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. consent of ColeJenest & Stone, P.A. is prohibited.
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED SIDEWALK SLOPES 0.04. DUB (40" MIN DUAL RAMPS ANY RADII (40" MIN. FLOOR WIDTH) ColeJenest & Stone, P.A. 2006
6. ON LARGER DRAINAGE AREAS RIP RAP MAY BE REQUIRED UNDER THE WASHED STONE. DETECTABLE WARNING DOMES A^ i
NCDOT DTL# 848.05 N.T.S. 9 LIGHT DUTY ASPHALT 5 STABILIZED CONSTRUCTION ENTR C N.T.S. AN E 1
(210 TRAP N.T.S. 17 ACCESSIBLE RAMP STONE INLET SEDIMENT

1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY BASIN SIZING Charlotte Raleigh
TOP OF DAM VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED. BOTTOM OF X SPILLWAY SPILLWAY DEPTH OF BERM BERM SEDIMENT SIDE BOTTOM SEDIMENT SPILLWAY DESIGN TOP OF
MAT RIAL FOR THE EMBANKMENT SHALL 8E FREE OF ROOTS OR OTHER WOODY BASIN TOP OF BOTTOM OF 2. THE FILL E EARTH BERM BASIN BASIN LENGTH, L CREST, C SEDIMENT WIDTH, W HEIGHT STORAGE SLOPES ELEVATION STORAGE CREST HIGH WATER BERM
VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR OTHER LENGTH WIDTH LENGTH WID SEE DTL 9 / CV7.4 OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING FT. FT. FT. Fl LENGTH WIDTH (7' MIN.) (10' MIN.) STORAGE, H REQUIRED ELEVATION ELEVATION ELEVATION ELEVATION (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (CF)
AND FAIRCLOTH- ~ D ( ) { ) ( } ( FOR INLET WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTE SKIMMER DETAILS FI L SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND OR RIPRAPPED. 2 90 45 25 21 25 20 7 10 1 2 10 3.5 1980 2:1 709.00 711.00 711.00 711.50 712.50
THROUGH L / 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
2 REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER FLOW RISER CREST i ~ THAT IT WILL NOT ERODE. ` _ - W (6' MIN.) 1' FREEBOARD MIN. ( )
4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY- - ' TOP OF BERM_ 2' MIN.
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION '~'-'I`
SEDIMENT CLEAN OUT ELEV. AND WATER POLLUTION IS MINIMIZED. ~ DESIGN HIGH WATER T {1.5' MIN.)
R F, NOTE-3 _ :1 OR FLATTER UNLESS CERTIFIED BY (E ) RIP RAP APRON 6. ALL CUT AND FILL SLOPES SHALL BE 2 , REGISTERED GEOTECHNICAL ENGINEER. \ SPILLWAY CREST
N 7. SEDIMENT BASIN EMBANKMENTS TO BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. t ~ 1' MAX.
z' 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND ~ CLEAN OUT STAKE 8' MAX.
CLEAN OUT DISCHARGE PIPE (BARREL) MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME N STAKE ':;"";r<". REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED IN SUCH THAT THE FILTER 2 H = 2 x Z 12" #5 WASHED 11 + + +
N AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS OF THE LONGER BASIN DIMENSIONS. STONE y
A V LIME PER ACRES OF DRAINAGE 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STOR GE OL Z = H 2 ~ ~ Shaping the Environment / Realizing the Possibilities
AREA. IF CLEAR WATER FROM UNDISTRUBED AREAS IN DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON ER051VE MEASURES THEN BASINS CLEAN BASIN OUT WHEN
BOTTOM OF BASIN ( MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF
R PER ACRE OF DRAINAGE AREA. THIS LEVEL IS REACHED} o ANTI-SEEP STO AGE D land Planning 6 MI RIP RAP- +
COLLARS 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE {2X) THE BASIN ~ S ~ N, SECTION THROUGH BASIN AND FILTER CLASS 1 OR 2 landscape Architecture
HEADWALL WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE FjOW 3 L (10' MIN.) RIP RAP + Civil Engineering
THE LENGTH IS LESS THAN TWICE THE WIDTH. \~4 BASIN SIZING 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE D = DIMENSION OF PLANT SPACING (SHRUB OR + 1
I ~ x SEE BASIN p A Urban Design ~ SECTION ABOVE GROUND COVER) AS INDICATED ON L N
BASIN DRAINAGE DISTURBED TOP OF BOTTOM OF X SPILLWAY SPILLWAYOEPTH OF BERM BERM SEDIMENT SEDIMENT RIPRAP FAIRCLOTH SKIMMER BASIN. STAKES SHALL BE MARKED SHOWING THE HALF-FULL, CLEANOUT POINT, OF THE BASIN. SEDIMENT WIDTH HEIGHT STORAGE STORAGE APRON SKIMMER ORIFICE 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. FLOC AREA AREA SEDIMENT BASIN LENGTH CREST (sEE Dn SILT FENCE ~
L C STORAGE W RE UIR D PROVIDED CV7.1 FOR FINAL SIZE DIA, 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPT. I ~~r
LENGTH WIDTH LENGTH WIDTH ? DIMENSIONS) OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT AC AC (FT.) (FT.) (FT.) (FT.) (FT.) (FT.} (FT.} (FT.) (FT.} (FT.) (CF) (CF) L W~ T (IN} (IN} CONTROL PLANNING AND DESIGN MANUAL. ~ ' ( ) ( ) / 3 ` ~ x • , 200 South T on Street, Suite 1400 Charlotte, NC 28202
0 15. FOR SLOPES GREATER THAN 10'IN LENGTH AND PROTECTED BY SILT FENCE AT THE ~ £q~TH IP RAP APRON = 'CARRY RIP RAP UP ~ ~q~ ~ ~ ~+7043761555f+7043167851ur~+www.colejeneststane.rnm Ty x ' SIDES OF SPILLWAY s~RM
1 26.98 17.1 244 74 222 65 * ~ * 6 8 9.5 97128 214411 25'X12'X18" 8.0 7 TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. ~ sE / STABILIZE OUTLET ND OF _ _
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY OU DITCH TOE ~-#5 WASHED STONE
*SPILLWAY FOR BASIN IS REPLACED BY PERMANENT RISER STRUCTURE AS SHOWN ON DETAIL 5, CV7.2. STATE INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN ESTABLISHED. SET DISTURBED AREA
17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT ~~T~h (MATERIAL SPECIFIED X (7` MIN.) x BY ENGINEER)
FENCE IS PLACED AT THE TOE OF A SLOPE > 10' VERTICAL OR ALONG ANY CHANNEL ~ OR WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED. ~x--x~ SILT FENCE ELEVATION OF BERM AND FILTER
N.T.S. N.T.S. ~ ~ p
AND GENERAL NOTES P RAP SEDIMENT BASIN GRAVEL AND RI 8 PLANT SPACING DETAIL 4 `
SEE APPROVED TREE \ NOTES:
PRESERVATION PLAN FOR )R
REQUIRED RADIUS 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
A OF TREE BARRIER 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES.
APRON SIZING TO PROPOSED STRUCTURE FES-C1. SHLD SHLD NOTE: OUTLET PIPE FOR BASIN #1 TIES 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION
VARIES VARIES STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE TREE PROTECTION,
SEDIMENT BASIN NOTES AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN J
F ANY AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED 0 MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF 1
AR D. ~ - VEGETATION AND R04T MAT. THE POOL AREA SHALL BE CLE E STORAGE PER ACRE OF DRAINAGE AREA. VARIES ~ ` SEE PLAN
C C ~ 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER 10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR
WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR STORM. B ~ 4" MULCH THROUGHOUT ~
OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY ~ TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE D PLANTING BED ~ ~ ~ a~ ~
CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN P AN VIEW OF RODT ZONE ADJACENT PLANTING ~ ~ ~ L
RIPRAPPED. WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH, PLAN VIEW OF AREA OR PAVING
3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN Indian Trail
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE THE BASIN. THE STAKES SHALL BE MARKED SHOWING THE HALF FULL, CLEANOUT POINT, ` ,
TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A OF THE BASIN. MANNER THAT IT WILL NOT ERODE. F / s Y ~ r~ North Carolina 28079 t~,~~~~~, .~,ft~,~
F R PRUNING SEE ONE FOOT FOR EACH ~ ~ 0 INCH OF TRUNK DIAMETER f ,~',f` ' , r' fi
ACH RAIN AND REPAIRS MADE AS 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. FOR f 4. THE TRAP SHALL BE INSPECTED AFTER E NATIO NECESSARY. 14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA ASSO{ NATIONAL ARBORIST I 'w ' ~ r ` r' OR 1/2 HEIGHT OF TREE I iz i, ;Fri ,.e , ASSOCIATION SPECS WHICHEVER IS GREATER I i~ % f' ~
6' MIN. WIDTH ~a ` , ,
TION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND 5. CONSTRUC SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. EROSION AND WATER POLLUTION IS MINIMIZED. DEAD TREES AND SCRUB OR UNDER FOR 2" CAL. TREES i~ I PLANTING MIXTURE _ GROWTH SHALL BE CUT FLUSH WITH OR SMALLER 6" BARK MULCH.
CROSSING A ADJACENT GRADE. NO GRUBBING ~ AS SPECIFIED - i PLACE BARK
F OPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY 15. FOR SLOPES GREATER THAN 10'IN LENGTH AND PROTECTED BY SILT FENCE AT THE 6. ALL CUT AND ILL SL TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED. TECHICAL ENGINEER, A PAVEMENT WIDTH t23' REGISTERED GEO ALLOWED UNDER DRIP LINE. MULCH AT AREAS 8" - 10" DEPTH
o '=s; ~ NOT PROTECTED - 2x4" STANDARDS + 1x4" RAILS ~ ; ~ BY BARRIER. TREE LIMB OR ORANGE SAFETY FENCING! I
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN DEPTH BELOW PAVEMENT 3' MIN. TREE HAS BEEN GRANTED BY THE B REMOVAL r7 MAY BE USED. _ _ _
STABILIZATION. REACHED, THE SILT FENCE MAY BE REMOVED IF PERMISSION REMO CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND i o I
R ND HAS BEEN ESTABLISHED. G DISTANCE OF PIPE CASING BEYOND EOP 5' MIN. 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, STABLE G OU
AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT D SIZE OF PIPE CASING g" REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE 1
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON FENCE IS PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG AND CHANNEL OR r , ~J
A IN DIMENSIONS. WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED. E TYPE OF PIPE CASING STEEL THE LONGER B S
TOTAL LENGTH OF BORE t33'
N.T.S. N.T.S. 7 GROUND COVER DETAIL 3
N.T.s. TREE PROTECTION D N.T.s DRY B®RE DETAIL 15 ER STRUCTURE 19 BASIN WITH RIS PE SEDIMENT H SKIMMER TY FAIRCLOT CTION DETAIL
2'-O" MIN. SPILLWAY SET ROOT COLLAR
CREST AT SLOPE LINE Pro'ect No. 1
STEEL POST 12" EXISTING SLOPE
TOP OF INLET W/ # 5 WASHED STONE i ~ ~ GRATE RIP RAP i~ 3362
NYLON ROPE TO SECURE TOP OF ~ SKIMMER ABOVE PIT DAM i ~ NOTE: _
FLOW SHRUB SHALL BEAR SAME RELATIO , TO FINISHED GRADE AS IT BORE
Issued TO PREVIOUS GRADE EXCEPT IN " ;
~V AREAS OF COMPACETD FILL SHRUB TO BE PLANTED 4" - 6° 1/31/06
ABOVE FINISHED GRADE.
THIN BRANCHES AND FOLIAGE
CONSTRUCTION OF DAM _ _ ~ A E MONITORED ~ ~ ~ ~ SH LL 8 (NOT ALL END TIPS) BY 1/3
BY SOILS ENGINEER. SECTION A-A RETAINING NORMAL PLANT SHAPE. THINNING NOT
RISER CREST ELEV, W {SPILLWAY) V R R N SLOPES REQUIRED ON E E G EE S
MIN 2/3 STREAM WIDTH
x 0 0~,
~ 6"FAIRCLOTH SKIMMER & NYLON ROPE I m G ~
I- STEPS AT FLEXIBLE JOINT - 1' MIN. BELOW LOWEST ~ BANK LEVEL MIN a AT 16° MAX. ( ) s s ~ ~
~ SPACING w , 0 d 4" MULCH THROUGHOUT '
~ _ a Revised PLANTING BED
RIP RAP REMOVE BURLAP FROM ~ 11/08/06 -PER NCDENR COMMENTS
16 LF vc PIPE. SECTION B-B TDP 1/3 OF BALL REMOVE
GENERAL NOTES: FLOW #5 WASHED STONE - CONTAINERIZED PLANTS FROM y 01/25/07 -PER REVIEW COMMENTS
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. q THEIR CONTAINERS 12" 3 01/3007 -PER REVIEW COMMENTS
RCP BARREL MOUND TOPSOIL 4"
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO SLOW VELOCITY f' ~ TO FORM SAUCER 4 02 05 07 -PER REVIEW COMMENTS II
OR TO CREATE SEDIMENT TRAPS. B B KEEP SAUCER LEVEL
5 02/13/01 -PER REVIEW COMMENTS PLANTING MIXTURE
CONC. BASE PAD AS SPECIFIED - 6 10 12 07 -PER REVIEW COMMENTS
EXCAVATED SKIMMER PIT
SECTION B-B NOTE: FOR BASINS 1 & 2 TO BE SECTION A A (6' O"x20'-O"x1'-0" INTERIOR DIM. # # I NTS NTS CONVERTED TO PERMANENT WATER SCARIFY TO 12" DEPTH
I 6"0 PVC FLANGE & QUALITY PONDS, STRUCTURES ARE TO BE
COUPLER w/6"X4"PLUG, CONSTRUCTED A5 DETAILED IN #9 & #17 ON SHEET CV7.0. CAP THE ORIFICES UNTIL A PLAN LEVEL GROUND
CONVERSION. WHEN CONVERTED, THE
SKIMMER CONNECTION IS TO BE REMOVED AND SEALED. N.T.S. N.T.S. ~ p~fipin,,,~~. 6 SHRUB PLANTING DETAIL 2
14 TEMPORARY ROCK CHECK DAM I MAINTENANCE 10 >I & S
j A 1. THE SKIMMER IS MADE TO WITHSTAND NORMAL HANDLING AND FILLING AND DRAINING OF THE 2 NOTES: \ ~ ~ ~ SEAL T~'':
PRECAST STRUCTURE-~ ccniea~nlT Raclty Rilr Ir caNNnT wITHSTaIVn RFING YANKED AROUND WITH A BACKHOE. USE THE r,~-t, w i1 ,r-r--
ROPE TO CAREFULLY, MANUALLY POSITION THE SKIMMER OR MOVE IT OUT OF THE WAY OF HEAVY 2/3Do 1. REMOVE WIRE OR NYLON TWINE ; a ci361 e
SLOPE a ! EQUIPMENT FOR EXCAVATION. 0.00% 1 FROM BALL. =p , C-103 g` v yCAR a~ Imn
6"FAICLOTH SKIMMER & 2. SEDIMENT REMOVAL -EROSION CONTROL (TEMPORARY AND PERMANENT STABILIZATION) AND
B FLEXIBLE JOINT B CONTROLLING RUNOFF WITHIN THE CATCHMENT IS ESSENTIAL TO PREVENT SEDIMENT GENERATION, f u1 P PREVENT POLLUTION, AND REDUCE BASIN MAINTENANCE. WHEN THE SEDIMENT STORAGE IN THE ° TE S 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 111
BASINS FILLS MAINTENANCE IS REQUIRED TO RESTORE THE TREATMENT VOLUME IN ORDER TO PROFILE -a `tttttpnn+lryrrri ``,tttptulNrrrr~~,
j CCESS COV R MAINTAIN BASIN EFFICIENCY. 3' ! OVER STEPS (1) SEDIMENT REMOVAL IS NEEDED BEFORE SEDIMENT ACCUMULATES UP TO THE CREST OF THE SECTION A-A 3. SEE ATTACHED LANDSCAPE CARp4 CARO CONSTRUCTION STANDARDS FOR Q¢,• /'~i
BARREL WEIR IN THE FIRST BAFFLE. (2) EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN TO RESTORE Lo 2 PAD 90 9 SSlO'•'~,~'. OTHER PLANTING REQUIREMENTS
THE ORIGINAL SEDIMENT STORAGE VOLUME. SEDIMENT ACCUMULATES AROUND THE 1:2 SIDE ANGLE FOR LOW TAILWATER (3)WHEN 1:5 SIDE ANGLE FOR HIGH TAILWATER 1 - " 5 - SKIMMER TO THE POINT IT CANNOT SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN SEDIMENT F:7 ? :4:o y. - a _
REMOVAL IS REQUIRED. (4) PULL THE SKIMMER TO ONE SIDE SO THE SEDIMENT UNDERNEATH IT r 4. STAKING REQUIRED FOR LEANING SE w ; * TREES OR AS REQUIRED BY ; r
CAN BE EXCAVATED. (5) EXCAVATE THE ENTIRE CELL FORMED BY THE BAFFLE, NOT JUST AROUND S CONTRACT. SEE GENERAL NOTES: y;
I THE SKIMMER. 3. BAFFLES - MAKE REPAIRS IF DAMAGED, THE POSTS ARE LAID OVER, WATER IS FLOWING
q UNDERNEATH, OR THE FABRIC HAS FALLEN. IF WATER OR SEDIMENT IS ESCAPING AROUND THE
ENDS TIE THE ENDS INTO THE SIDE OF THE BASIN. Z5 0 4. SKIMMER ° - - - - J* 41r11,111, C. h D . ttt~p 3/4" NYLON STRAP 6"" SLIP KNOT WITH STOP KNOT 1 t Nt%J03/14 rU /08 1111111+1 03/14/07 (OPTIONAL-SEE NOTE #4) 6" LARGER THAN TREE DIAMETER
+o TRASH-IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY A o+ ROOT CROWN TO KEEP MULCH AWAY FROM
A FEW JERKS ON THE ROPE TO MAKE THE SKIMMER BOB UP AND DOWN WILL DISLODGE THE DEBRIS NOTES: ° o O BE AT FINISH GRADE ti" TRUNK 1" TO 2"
PLAN AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE (IT'S - - ° i. SEE TABLE BELOW FOR RIPRAP SIZE, EASIEST TO DO WHEN THE BASIN IS PARTIALLY FULL) AND REMOVE THE DEBRIS. ALSO, CHECK LENGTH, WIDTH AND DEPTH OF APRON. - - ; 1"x2"x18" WOOD STAKE 4" MAXIMUM LAYER OF MULCH G,•nn ~.nn WITH CENTERED 3/8" HOLE
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. 2. REFER To THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DRIVEN IN LINE WITH STRAP 4" MAXIMUM HIGH
EXCAVATED SKIMMER PIT SEDIMENT UNDER THE SKIMMER-IF SEDIMENT ACCUMULATED TO THE POINT THE SKIMMER CANNOT RIPRAP APRON DESIGN STANDARDS. „ „ ` - (6 -0 x20 -0 x1 -0 INTERIOR DIM.) SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN PULL THE SKIMMER OVER TO ONE SIDE AND 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF Q Q WATER BERM OUTSIDE FINISH GRADE OF BACKFILL
EXCAVATE THE SEDIMENT WITH A BACKHOE. 2.1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
SEDIMENT BASIN CLOGGED BARREL OR PIPE THROUGH THE DAM: IF THE SKIMMER IS CLOGGED DESPITE REMOVING CULVERT HEIGHT. n UNDISTURBED SOIL
OUTLET STRUCTURE DETAILS DEBRIS AND IT APPEARS THAT EITHER THE BARREL BETWEEN THE ORIFICE AND THE FLEXIBLE 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED JOINT OR THE PIPE THROUGH THE DAM IS CLOGGED TAKE THE FOLLOWING STEPS TO CLEAR THE SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE II ~ - REMOVE TYPICAL EXCESS SOIL-
j N.T.S. BLOCKAGE SEDIMENT WILL SOMETIMES ACCUMULATE IN THE PIPE). SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE FROM GROWER OVER ROOT SYSTEM, UP TO 1" DEPTH.
1 PULL THE SKIMMER OVER TO THE SIDE (2) REMOVE THE PIN AND OPEN THE DOOR TO ACCESS APRON SHALL HAVE A CUTOFF OR TOE WAIL AT THE DOWNSTREAM END. 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM THE ORIFICE (3) REMOVE THE ORIFICE PLUG OR CAP (4) RAISE THE INLET AS HIGH AS PRACTICAL WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 REJECT PLANTS WITH MORE THAN 3" PLANTING MIX (AS SPECIFIED
RISER STRUCTURE OUTLET PIPE (5) FILL THE BARREL WITH WATER (USE A BUCKET AND FUNNEL OR A PUMP) TO REMOVE THE 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. REMOVE TOP 1/3 BURLAP CV71
BASIN INTERIOR DIMENSIONS DIAMETER CLOG USING THE WATER AND PRESSURE (6) AFTER THE OBSTRUCTION IS REMOVED CONTINUE 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING AND ANY NAILS/PINS, ETC.
POURING WATER INTO THE BARREL TO FLUSH OUT ACCUMULATED DEBRIS AND SEDIMENT TO CHANNEL SHALL NOT BE ALLOWED. !I 2 -0 Dn. CV7 5 54„ PREVENT FUTURE CLOGGING (7) A PLUMBERS SNAKE CAN BE USED BUT FLUSHING OUT THE $ BE PERMITTED. CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL - NO BENDS OR REMOVE TOP 2/3 OF WIRE ROOT BALL 8" BASKET WHERE PRESENT
1 (STG 1 & APRON ) 7 0 x7.2 SEDIMENT AND DEBRIS ACCUMULATION IS RECOMMENDED FIRST. PIPE DIAMETER V LENGTH WIDTH d50 dmax THICKNESS DIAMETER RAISE PIT BOTTOM TO SET BUTTRESS ROOTS
STRUCTURE (IN) (FT./S) (FT.) (FT.) CLASS (IN.) (IN.) (IN.) AT THE CORRECT HEIGHT. FIRM SOIL UNDER VARIES The drawings, the project manual and the design shown
FES-A1 36 6.68 24 13 II 6 12 18 FES-C1 48 8.09 32 17 II 6 12 18 ROOT BALL. theron are instruments of ColeJenest & Stone, P.A.. The ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (AMSI, 1990, PART 1, reproduction or unauthorized use of the documents without
FES-81 48 8.86 32 17 II 6 12 18 "SHADE AND FLOWERING TREES") FOR EXAMPLE:
i CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH consent of Colelenest & Stone, P.A. is prohibited. 2" 12'-14' 16' 24" 16"
i 3" 14'-16' 18' 32" 21 ColeJenest & Stone, P.A. 2((06 UC
I
N.T.S. 5 TREE PLANTING DETAIL N.T.S. 1 9
N.T.S OUTLETS N 13 1 T7RIPRAP APRON PIPE STRUCTURE WITH RISER LOTH SKIMMER FAIRC
s i
I I

Charlotte G Raleigh
PRECAST ACCESS RING AND COVER GENERAL NOTES A R STEPS STRUCTURE (CENTER OVE ) 1. PRECAST STRUCTURES SHALL CONFORM 3. BARREL P~) CONNECTION TO BE CONCRETE REINFORCING DIMENSIONS
REBAR SCREEN ~ 6" TO LATEST ASTM C-913 SPEC FOR SEALED ITH NON-SHRINK GROUT PIPE "C" BAR "D" BAR DIA.
B g "REINFORCED CONCRETE WATER AND WASTE 4. CONCRETE PIPE SHALL HAVE 'O' RING SEALS WATER STRUCTURES. WALL OUT IN MIN.
2'_ . OR WATER TIGHT JOINTS STEPS 12„ 2. SECTION JOINTS TO BE SEALED WITH THK. DIA. DIA. ,.;''r N0. LGT. N0. LGT. H A B C E F G W K M
0 0 42"CLASS III BUTYL RUBBER SEALANT SUPPLIED BY 5. SHOP DRAWINGS MUST BE SUBMITTED AND 2 1/4"19 1/2" 15" 271/2 20" 24" 8" 7 1/2" 4" 4" 8" 17" 10" ~ 'f 18" 4 2'-3" 4 2'-2"
° ° RCP APPROVED BY THE ENGINEER BEFORE 0 o VENDOR AND INSTALLED BY CONTRACTOR. iv ° 0 6 EXTERIOR OF JOINTS TO BE WRAPPED WITH CONSTRUCTION. 2 1 2" 23" 18" 31" 20" 24" 8" 9" 4" 4" 8» 17" 12" „ » " 24» 4 2'-9" 4 2'-8"
`ACCESS COVER 6" BUTYL WRAP SUPPLIED BY VENDOR OF 6. GEOTECHNICAL ENGINEER SHALL MONITOR DAM OVER STEPS 1.5~' BOX. AND OUTLET STRUCTURE INSTALLATION 3" 30" 24" 38" 20" 30 8" 12 4 4 8" 21 15"
CONCRETE PAD 3 1 2" 37" 30" 45" 20" 44" 12" 15" 6" 8" 8" 31" 18" 30" 4 3'-3" 4 3'-2" / 36" 4 3'-9" 4 3'-8" 4" 44'i 36'~ 52" 32" 44" 12" 18" 6>, 8" 8» 31" 22"
` 6' WEIR WIDTH REMOVEABLE NEENAH PRECAST INTO TOP 6.00' 4 1/2" 51" 42" 59" 32" 48" 12' 21" 6 8" 8" 34" 26" 42" 4 4'-3" 4 4'-2"
R-7512-A1 6 (TYP.) 4-SIDES 5" 58" 48" 66" 32" 48' 12 24" 6" 8" 8' 34" 29" M 48" 4 4'-9" 4 4'-8»
PIPE SCREEN EL V=6 2.50 ELEV=694.00 A 5 1/2" 65" 54" 73" 32" 54" 12" 27" 6" 8" 8" 38" 33" 54" 4 5'-3" 4 5'-2"
6" 72 60 80 36 66 12 30 8" 12' 12 46 36" 60" 4 5'-9" 4 5'-8"
PLAN ISOMETRIC DETAIL NTS NTS 6 1 /2" 79" 66" 87" 36" 72 12" 33" 8" 12 12' S1" 40" a ~ . „ A, . 7" 86" 72" 94" 36" 78" 12" 36" 8" 12" 12" 56» 43" d`"
~ 72" 4 6'-9" 4 6'-8"
12" MI a
4" REINFORCED CONCRETE SLAB RING AND COVER MANHOLE ACCESS TOP OF DAM ELEV 695.50' CENTERED OVER STEPS 10' MIN. Shaping the Environment ~4 BAR 12' O.C. "D" BARS AT 12" ON CENTER Realizin the Possibilities
PRECAST CONCRETE RISER. SHOP S C BARS AT 12 ON CENTER g
TOP OF STRUCTURE DRAWINGS TO BE REVIEWED & 6' LEVATION 695.33 APPROVED BY ENGINEER. _1 E 2 ~ ORIFICES W 0 K E SIDE VIEW
DRAIN VALVE STEM -I INV. 690.50' 1 FOR RIP RAP SPLASH PAD Land Planning
12" WET POND DAM . 694.00 ~ - 4.65"0 ORIFICE REFER TO-/- Landscape Architecture
2 STEPS P W HW-C1 INV, 690.00' 6 DRAWDOWN PIE / 1 Civil Engineering
5"ORIFICE PLATE INV.=690.00 } 4.6 ' ANTI-SEEP COLLAR(TYP. OF 2} _ C
PERMANENT WATER INV.690.00 8'X8'X.6T g Urban Design
63 LF OF 42" CLASS III RCP \ 12"~ DIP 1' 11
o , F ~
2 -8 ._a_ ~ .a- n ~ ~ /f BOTTOM ~ OUTLET ~ ~ i 200 South Tryon Street, Suite 1400 Charlotte, NC 28202
OF POND _ DRAIN PIPE ~ f C F p+7043761555f+704376785iuri+www,ealejeneststone.com 12"
ELEV:684.00 VALVE INV;68.4.00 G
2' - - - - - - - - - - - - - - - - -
A-A 6 2'-0" .50'CONCRET - A
BALLAST C T-OFF TRENCH EXCAVATE AND BACKFILL W/ STRUCTURAL NTS 4'-0' (
_ ~ FILL) CUT-OFF TRENCH TO EXTEND ACROSS THE FOUNDATION REMOVEABLE NEENAH B B COMPACTED BEDDING AS REQUIRED pARA EL TO THE CENTER LINE AND UP THE ABUTMENTS TOP VIEW FRONT VIEW
R-7512-A1 PIPE SCREEN BY GEOTECHNICAL ENGINEER. LL
N.T.S. 16 TLET STRUCTURE OS-C2 QUALITY POND OU WATER 12 CONCRETE WINGWALL WITH SPLASH PAD N.TS. 4
GENERAL NOTES:
2 YEAR FLOW 2'-0"MIN. - 2'-0"MIN. BACK OF CURB 12" FRAME, GRATE & HOOD 1. MORTAR JOINTS 1/2" 1/8" TWICK
WIDTH R!P RAP BERM STRUCTURE 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. X 2» 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY/COUNTY ENGINEER.
1'-0" AND WEIR _ TOP OF BERM TOP OF BERM~_ 4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
; ~ ~ TOP OF WEIR ~P PERMANENT PO I, PERMANENT P00 1'- " Y Y 1'-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH DTL. - - / 8>~ 8~~ 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
~ TOP OF WEIR A 6. JUMBO BRICK WILL BE PERMITTED.
'.S . y stY•` ~.~~e .AC'Cj+R n";•~'`.}.:+'.. III . r ...w •N..rc m UTLET H1 7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 12» WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
8. FOR FRAME AND GRATE DETAIL SEE DTL.-/-
1'-O" ABOVE FOREBAY BOTTOM SUITABLE BACKFILL MATERIAL. 9. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
FOREBAY DRAIN WITH SUGGESTED VALVE. WATER QUALITY ORIFICE 10. WEEP HOLE(S) SHALL BE PLACED IN BACK .WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC X
0.5 % SLOPE MIN. 6" FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT WEEP HOLE.
BERM AND WEIR SECTION BERM AND WEIR DETAIL WATER QUALITY ORIFICE DETAIL PLAN SECTION X-X 11. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES.
12. SEE DTL. FOR PLACEMENT OF CATCH BASIN.
MAINTENANCE ACCESS OUTLET STRUCTURE WITH TRASH MAINTENANCE ACCESS 5'-0" MIN RACK. 6" MIN. FREEBOARD FROM 6" FREE BOARD 5'-0" MIN. 12"
TEMP. POOL ELEV. cv
INVERTED WATER LITTORAL SHELF W/ WETLAN 8" _
v 100 YEAR EVENT RIP RAP BERM QUALITY ORIFICE. PLANTINGS, 10 MIN. WIDTH ~ Q F STORMWATER STORAGE AND WEIR CLASS LOCATED THIS 8„ B 8„ 8„ 8.. ~ Indian Trail
z z ELEV = 694.72 B RIP RAP 15" TOP OF DAM t~ F w SIDE SEE DETAIL -ELEV = 695.50 ~ ~ ~ STEP A STEP '
z w MIN. DEPTH. _ _ _ Q o ~ • ~ North Carolina 28079
a ~yQ • ~ TEMPORARY POOL- 6" MIN. FREEBOAR Q, ~ ~ w S~ PERMANENT PODL Q z E A 8"
5~'a HEADWALL OpF _ _ _ _ EMBANKMENT Z z o ~1 ~ - 1 -0 2-0' 'S'~ ~ ~ 8» C +
. , A _ 1, z w , - Q4 - - ~r,_ _ P NTI-FLOATA ON PAD a a _ = D = co g" G +
~ - , - , 2, . OQ .1 SLO ANTI-SEEP ~ w OUTLET o H1 D =
a I I_I I-III-...III-III I I I-~ I> ~ R III I _ ~ ~ COLLA S STORM INLET 10;1 SLO S<p ti~ r~ ~;~a;.. 10'-0 ~ ~ £ ~
10' LITTORAL SHELF t - r
ENERGY DISSIPATOR - _III=I D l-I I- I I- 11-I
:1 SLOPE STABILIZE 1- -III-I I I 2 _I I I-I _I I I-i I I--.I 11-I I I I - I-! 1 k---1 I t I ~I ~ 1-III 11 TO POND BOTTOM. SECTION Y-Y END ELEVATION/SECTION J-J
-lll SEDIMENT FOREBAY E I- FOREBAY DRAIN WITH WHERE 30" TO 36" PIPE IS USED E
NOTES SUGGESTED VALVE. SIDE ELEVATION SECTION M-M
0.5% SLOPE MIN. 1. GEOTEXTILE LINER SHALL BE REQUIRED MAIN POND DUCTILE IRON EMERGENCY DRAIN E WHERE 42" TO 54" PIPE IS USED
IF EXISTING SOILS ARE PERMEABLE OR PIPE WITH SLUICE GATE OR VALVE.
AN ADDITIONAL ANALYSIS MUST BE (OFFLINE FROM OUTLET AND LOCATE SUBMITTED TO VERIFY THAT WATER POND CROSS SECTION J J M M
LEVEL CAN BE MAINTAINED. VALVE IN BERM} 0.5% SLOPE MIN. ~ a A
B m
11
T POND DETAILS N.T.s. RACTICES WE 15 ST MANAGEMENT P 19 BE
SEE SHEET 20.018
FOR DETAIL OF
PLAN SLAB PLAN ProectNo, J
DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS OF BOX AND PIPE COVER REINFORCING CUBIC YARDS OF BRICK MASONRY 3362
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL CONCRETE IN BOX H1
D A B C G MIN.H1 H2 E F N4 LENGTH NO LENGTH NO LENGTH LBS. TOP SLAB FLOOR TOTAL CU. YDS. PER FT. HT. 15" 3'-0" 2'-4" - - 2'-6" - - - - - - - - - - - 0.294 0.294 0.823 0.329
Issued 18" 3'-0» 2'-4" - - 2'-10" - - - - - - - - - - - 0.294 0.294 0.933 ABOVE
24" 3'-0" 2'-4" - - 3'-4" - - - - - - - - - - - 0.294 0.294 1.098 MIN. H1 1 1
I 30 3 -0 2 -4 3 -4 3 -O 3 -2 A 1 -10 4 -4 4 1 -6 3 4 -1 3 4 -1 45 0.147 0.374 0.522 1.306
36" 3'-0" 2'-4" 3'-10" 3'-0" 3'-8 R 2'-4" 4'-4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1.870 0.329
42" 3'-0" 2'-4" - 4'-5" 4'-4" I 2'-1" 3'-6" 4 i'-9" 3 3'-3" 3 3'-3" 38 0.135 0.390 0.525 1.847 A H2
48" 3'-0" 2'-4» - 5'-0" 4'-10" BL 2'-8" 3;-6° 4 2'-6" 4 3'-3" 3 3'-3" 40 0.173 0.430 0.603 2.185
54" 3'-D" 2'-4° - 5'-7" 5 -4' 3'-3" 3 -6" 4 3'-0» 6 3'-3" 3 3'-3" 48 0.211 0.470 0.680 2.553
S #4 BAR5 °U" E EQUALLY SPACE 10'-O" 3'-0" 10'-0"
ti ti ti o 0 ti _ ~ ~ 3" #4 BARS "V" 1 1 /2" #4 BARS V
o~, T ~ ~ G EQUALLY SPACED 3-# 8 BAR5 "W» 3" O.C. 3" 3" ~ 3„
s ~
~ p 0 0 Q R o R aw r°.., ;
I W Revised
~ ~ 1-1/2" 6" PLAN ~ 11/08/06 -PER NC6ENR COMMENTS
~ ~ ~ SECTION S-S CURB AND GUTTER WITH CATCH BASIN
Q J ON STEEP GRADES y 01/30/07 PER UNION COUNTY PUBLIC WORKS m~
I ~a 3 10/12/D7 PER REVIEW COMMENTS
i NORMAL GUTTER LINE 10" MAX.
3" S AND OVER 8„ PLAN OF TOP SLAB USE ON GRADE 2% USE ON FLAT GRADE 2~ AND UNDER 4 02/07/08 PER REVIEW COMMENTS
E
5 03 f 14/08 PER REVIEW COMMENTS #4 BARS "V" g BARS "W"
EQUALLY SPACED # DEPRESSED 3'-0" -3'-0"
#4 BARS "U>' GUTTER LINE DEPRESSED
i 12" f-~-- I.._5'_0'~ GUTTER LANE
ELEVATION ELEVATION
6" SECTION R-R 1_1/2" STANDARD CURB AND GUTTER ON STEEP GRADES STANDARD CURB AND GUTTER ON LIGHT GRADES
i
i 1~ ~ n N.T.S. 2 ~ pUun~~~,,,~~ BRICK CATCH BASIN 15 THRU 54 PIPE
14 18 22 T
~;'RpOR''• ~ p 9T''• ~ ~
i o SFAI c^ ? ~
LLJ ON C-1361
i 7 0 C-103 BAFFLE, TYP. ,TyCAR0
4' MAX. EARTH BERM FABRIC FOLDED OVER O.O hilt
BETWEEN POSTS QS1 HORIZONTAL POST ,,t~glunirrgr~r `,~~dln~uurrr,~
Turf FABRIC CUT AND FOLDED
NDS Mini or Spee•D Channel Drain Grate with U.V.Inhibitor or Approved Equal OVER THE HORIZONTAL HORIZONTAL POST ` SS 0 FE /p FENCE POST
i
NDS Mini or Spee-D Channel Drain N 0 TOP OF BAFFLE SHOULD SE w o. BE 6" HIGHER THAN THE FENCE AND FABRIC r
or Approved Equal pFN /NO EXTRA POST IN BOTTOM OF THE SPILLWAY y BURIED IN TRENCH 0
+ = , i MIDDLE OF OPENING j w,u ; I Q H INE.',.` 'C.`
IN, + 9 : Concrete - Minimum 4" Width HORIZONTAL METAL POST Ire
iv ( C i WIRED SECURELY TO '~~rrrrlutiN~``03~14/08 ~'rrrn r 03/14/08
€ } VERTICAL POSTS
4°
NDS Anchor Stake or Approved Equal "I IN
6°x 6" TRENCH . BACKFILLED AND
=t s.-- Compacted Soil COMPACTED
,
HOG WIRE ATTACHED BOTTOM Of BAFFLE IN -..,.,..._.i . p.
, TO POSTS WITH TRENCH AND TRENCH FILLED WITH SOIL AND
LENGTHS OF WIRE s ? COMPACTED i
..ji SEDIMENT TRAP
z7 T_T_i i; CV7n2
'LE INSTALLATION - STEP 2
I BAFFLE INSTALLATION - STEP t BAFFLE INSTALLATIOP I NOTES
i
I 1. DRIVE STEEL FENCE POST AT LEAST 18" INTO SOLID GROUND. SECTION AT OPENING The drawings, the project manual and the design shown
j PERSPECTIVE VIEW 2. WOOD POST ARE NOT ACCEPTABLE theron are instruments of ColeJenest & Stone, P.A.. The .
reproduction or unauthorized use of the documents without 3. USE STAPLES 1' APART TO ATTACH FABRIC TO "HOG WIRE". consent of Colelenest & Stone, P.A. is prohibited.
i
4. BAFFLE SPACED AS PER PLAN. ColeJenest & Stone, P.A. 2006 C
(LANDSCAPE APPLICATION) rai 1 BAFFLE INSTALLATION N.T.S. 1
NTS 7 AND SPEE-D CHANNEL NDS MINI
i
I

Charlotte Raleigh
Shaping the Environment Realizing the Possibilities
land Planning
Landscape Architecture
Civil Engineering
Urban Design
200 South Tryon Street, Suite 1400 Charlotte, NC 28202
a+70437b 1555 X7043767851 ur~+ www.mlejeneststone.rnm
N.T.S. N.T.S. N.T.S. 2Q 16 24 N.T.S. N.T.S. 12 $ N.T.S. 4
Indian Trail
North Carolina 28079
N.T.S. N.T.S. 1g N.T.S. 15 23 N.T.5. N.T.S. N.T.S. 11 7 3
TOP OF DAM
SEE DTL 9 / CV7.4 Pro'ect No STEEL POST ~ '
FOR INLET AND FAIRCLOTH- TOP OF INLET W/
SKIMMER DETAILS GRATE NYLON ROPE NYLON ROPE TO SECURE TOP OF 33,82
SKIMMER AB SKIMMER ABOVE PIT DAM
RI R CREST 2 SE 1 Issued
o/i o/os
SEDIMENT CLEAN OUT ELEV,
(REF. NOTE-3) RIP-RAP APRON CONSTRUCTION OF DAM
SHALL BE MONITORED - BY SOILS ENGINEER.
N RISER CREST
DISCHARGE PIP ELEV. CLEAN OUT E (BARREL)
N STAKE ~ x N O
m 6°FAIRCLOTH SKIMMER & NYLON ROPE
~ STEPS AT FLEXIBLE JOINT • I a AT 16" MAX.
BOTTOM OF BASIN ~ SPACING w
D: o ANTI-SEEP a
COLLARS Revised
S 16 LF VC PIPE. PE.
HEADWALL
BASIN SIZING
BASIN DRAINAGE DISTURBED TOP OF BOTTOM OF X SPILLWAY SPILLWAYDEPTH OF BERM BERM SEDIMENT SEDIMENT RIPRAP FAIRCLOTH SKIMMER AREA AREA SEDIMENT BASIN LENGTH CREST SEDIMENT WIDTH HEIGHT STORAGE STORAGE APRON SKIMMER ORIFICE RCP BARREL
L C STORAGE W REQUIRED PROVIDED °n n~ SIZE DIA.
LENGTH WIDTH LENGTH WIDTH Z CV7.1 FOR FINAL DIMENSIONS)
AC AC FT. FT. FT. (FT.) FT.) (FT.} (FT.) (FT.} (FT.) (FT.) (CF} (CF) L W~ T (IN} (IN)
1 26.98 17.1 244 74 222 65 ~ ~ * 8 8 9.5 97,128 234,411 28'X15'X18" 8.0 7.0 CONC. BASE PA[ CONC. BASE PAD
EXCAVATED SKIMMER PIT
* H WN ON DETAIL 5 CV7.2. SECTION A-A (6'-0"x20'-0"x1'-0" INTERIOR DIM. SECTION B- SPILLWAY FOR BASIN IS REPLACED BY PERMANENT RISER STRUCTURE A5 S 0 NTS NTS SECTION B-B NOTE: FOR BASINS #1 & #2 TO BE NTS CONVERTED TO PERMANENT WATER
6"4 PVC FLANGE & ANGE & QUALITY PONDS, STRUCTURES ARE TO BE
COUPLER w/6"X4"PLUG. /6°X4°PLUG. CONSTRUCTED AS DETAILED IN #9 & #17
ON SHEET CV7.0. CAP THE ORIFICES UNTIL CONVERSION. WHEN CONVERTED, THE
SKIMMER CONNECTION IS TO BE REMOVED
AND SEALED. N.T.S. ~ N.T.S. 2 (~pll~~~0ii,,~i
MAINTENANCE 1. THE SKIMMER IS MADE TO WITHSTAND N1 0 WITHSTAND NORMAL HANDLING AND FILLING AND DRAINING OF THE ~,5 ST
PRECAST STRUCTURE SEDIMENT BASIN BUT IT CANNOT WITHSTANI ~:'gPOR ~ NNOT WITHSTAND BEING YANKED AROUND WITH A BACKHOE. USE THE ~ ~ ; o~ ~TF.s
ROPE TO CAREFULLY, MANUALLY POSITION IALLY POSITION THE SKIMMER OR MOVE IT OUT OF THE WAY OF HEAVY ; W : SEAL V. ~ n : ~ c-iD~,i~ ,4 r . ~
c"mini nri_i cvu~uro o. EQUIPMENT FOR EXCAVATION.
v rni"w n 0N~iV"V-*n a 2. SEDIMENT REMOVAL - EROSION CONTR( :ROSION CONTROL (TEMPORARY AND PERMANENT STABILIZATION) AND + v ' °ThcAR~ :
B FLEXIBLE JOINT B CONTROLLING RUNOFF WITHIN THE CATCHME TEPS PREVENT POLLUTION, AND REDUCE BASIN M N THE CATCHMENT IS ESSENTIAL TO PREVENT SEDIMENT GENERATION, ZEDUCE BASIN MAINTENANCE. WHEN THE SEDIMENT STORAGE IN THE
BASINS FILLS MAINTENANCE IS REQUIRED T( IS REQUIRED TO RESTORE THE TREATMENT VOLUME IN ORDER TO
CESS COV R MAINTAIN BASIN EFFICIENCY. _ OVER STEPS (1) SEDIMENT REMOVAL IS NEEDED BEFORE \,,1111111 IpHrr,'' ,11111UIililitl/rrrl VEEDED BEFORE SEDIMENT ACCUMULATES UP TO THE CREST OF THE \A CARo 4, `N CARD ~~i,
APRON SIZING BARREL WEIR IN THE FIRST BAFFLE. (2) EXCAVATE (2) EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN TO RESTORE 9~,••' ' p~;. ' ~i~'~,
NOTE: OUTLET PIPE FOR BASIN #1 TIES TO PROPOSED STRUCTURE FES-C1. THE ORIGINAL SEDIMENT STORAGE VOLUME. )RAGE VOLUME. (3)WHEN SEDIMENT ACCUMULATES AROUND THE p;; oFESSIQ pNDSCq ;9
SKIMMER TO THE POINT IT CANNOT SETTLE REMOVAL IS REQUIRED. (4) PULL THE SKIMI CANNOT SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN SEDIMENT PULL THE SKIMMER TO ONE SIDE SO THE SEDIMENT UNDERNEATH IT S
9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE CAN BE EXCAVATED. (5) EXCAVATE THE EP 0. 437 'CAVATE THE ENTIRE CELL FORMED BY THE BAFFLE, NOT JUST AROUND - 4 1 -
SEDIMENT BASIN NOTES AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN DRAINAGE BASIN ARE TAKEN THE SKIMMER.
AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS 3. BAFFLES - MAKE REPAIRS IF DAMAGED, 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY MAY BE SIZED BY DENUDED ACRES. RECOMMENDED STORAGE IS 1800 CUBIC FEET OF RS IF DAMAGED, THE POSTS ARE LAID OVER, WATER IS FLOWING iNE C~ ,IC HAS FALLEN. IF WATER OR SEDIMENT IS ESCAPING AROUND THE ~i, 0 ~0
THE POOL AREA SHALL BE CLEARED. A UNDERNEATH, OR THE FABRIC HAS FALLEN. VEGETATION AND ROOT MAT. STORAGE PER ACRE OF DRAINAGE AREA. ENDS TIE THE ENDS INTO THE SIDE OF THE HE SIDE OF THE BASIN. prrrr 1111`1. ~rrrr Jv111
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER 4. SKIMMER OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR lftfli111 03/14/08 Ittu 111 03/14/08 CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY A
WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, ORGANIC MATERIAL OR 10. THE LENGTH A TRASH-IF THE SKIMMER IS CLOGGED WITH OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY STORM. FEW JERKS ON THE ROPE TO MAKE THE SP -0 MAKE THE SKIMMER BOB UP AND DOWN WILL DISLODGE THE DEBRIS
TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAYS SHOULD NOT BE PLAN AND RESTORE FLOW. IF THIS DOES NOT WO S DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE (IT'S
THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR 11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE EASIEST TO DO WHEN THE BASIN IS PARTIl CONSTRUCTED BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES SHOULD BE PROVIDED IN THE BASIN BASIN IS PARTIALLY FULL) AND REMOVE THE DEBRIS. ALSO, CHECK IMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
RIPRAPPED. N TWICE THE WIDTH. EXCAVATED SKIMMER PIT THE ORIFICE INSIDE THE SKIMMER TO SEE II WHERE THE LENGTH IS LESS THAN SEDIMENT UNDER THE SKIMMER-IF SEDIMEN VIER-IF SEDIMENT ACCUMULATED TO THE POINT THE SKIMMER CANNOT
ORIGINAL DIMENSIONS (6'-0"x20'-O"x1'-0" INTERIOR DIM.) SETTLE LOW ENOUGH TO DRAIN THE ENTIRE 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN ZAIN THE ENTIRE BASIN PULL THE SKIMMER OVER TO ONE SIDE AND 1TH A BACKHOE.
WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN IGN DEPTH OF THE SHOWING THE HALF FULL CLEANOUT POINT SEDIMENT BASIN EXCAVATE THE SEDIMENT WITH A BACKHOE. TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A THE BASIN. THE STAKES SHALL BE MARKED S CLOGGED BARREL OR PIPE THROUGH THE C THROUGH THE DAM: IF THE SKIMMER IS CLOGGED DESPITE REMOVING
OF THE BASIN. OUTLET STRUCTURE DETAILS DEBRIS AND IT APPEARS THAT EITHER THE MANNER THAT IT WILL NOT ERODE. -IAT EITHER THE BARREL BETWEEN THE ORIFICE AND THE FLEXIBLE 'H THE DAM IS CLOGGED TAKE THE FOLLOWING STEPS TO CLEAR THE
N.T.S. JOINT OR THE PIPE THROUGH THE DAM IS 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. BLOCKAGE (SEDIMENT WILL SOMETIMES ACC SOMETIMES ACCUMULATE IN THE PIPE).
NECESSARY. F TYPE SEDIMENT BASINS REFER TO THE NORTH CAROLINA (1) PULL THE SKIMMER OVER TO THE SIDE 14. FOR DESIGN 0 RISER THE ORIFICE (3) REMOVE THE ORIFICE PLU( :R TO THE SIDE (2) REMOVE THE PIN AND OPEN THE DOOR TO ACCESS
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, EROSION AND RISER STRUCTURE OUTLET PIPE (5) FILL THE BARREL WITH WATER (USE A -IE ORIFICE PLUG OR CAP (4) RAISE THE INLET AS HIGH AS PRACTICAL WATER (USE A BUCKET AND FUNNEL OR A PUMP) TO REMOVE THE
EROSION AND WATER POLLUTION IS MINIMIZED. SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. BASIN INTERIOR DIMENSIONS DIAMETER CLOG USING THE WATER AND PRESSURE (6 ID PRESSURE (6) AFTER THE OBSTRUCTION IS REMOVED CONTINUE CV73
15, 3ARREL TO FLUSH OUT ACCUMULATED DEBRIS AND SEDIMENT TO
TOE 5. OF FOR THE SLOPES SLOPE, GREATER SLOPE THAN 10' TERRACING IN WILL LENGTH BE AND REQUIRED. PROTECTED BY SILT FENCE AT THE DTL. CV7 .2 5 POURING WATER INTO THE BARREL TO FLU`. 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR (LATTER, UNLESS CERTIFIED BY 1 (STG 1 & 2) 7'-0 x7'-O" 54 PREVENT FUTURE CLOGGING (7) A PLUMBEF REGISTERED GEOTEOHICAL ENGINEER. SEDIMENT AND DEBRIS ACCUMULATION IS R (7) A PLUMBERS SNAKE CAN BE USED BUT FLUSHING OUT THE UMULATION IS RECOMMENDED FIRST.
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN STABILIZATION. REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED BY THE The drawings, the project manual and the design shown
CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND theron are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, STABLE GROUND HAS BEEN ESTABLISHED. AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME consent of ColeJenest & Stone, P.A. is prohibited.
REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT
FILTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE ON OPPOSITE ENDS ON FENCE IS PLACED AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG AND CHANNEL OR THE LONGER BASIN DIMENSIONS. WATER COURSE WHERE 50' OF BUFFER IS NOT PROVIDED. ColeJenest & Stone, P.A. 2006 ~G
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IRCLOTH SKIMMER TYPE SEDIMENT BASIN WITH RISER STRUCTURE N.T.S. 17 FAIRCLOTH SKIMMER WITH RISER STRUCTURE FA N.T.S. g 5 N.T.S. 1
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SSMH -SANITARY SEWER MANHOLE ~ O ~ 104,9 7027 116.1 INV -INVERT ~ EN ` . •3-_.___,__, 48" OAK 100.0 + : + + + + 011A ~~+;+x
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CANL -CABLE TELEVISION UNDERGROUND LINE + + + + + + + 0 36" OAK 161A :t~1R
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THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS NOT N 1t3a GRAVEL . , R LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON ' ,b2o0g + EN M~14
~ 3'i _ .7188. , MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT ~ rn AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED • ~S ~ *x+ ~ 'hp'1 ,ci~pl +x + `CAN~s ~ '6120' ~ ~
JULY 5. 1994, COMM. PANEL N0: 3717900080 C. B 71 G 7. pk~1PoSE0~FUTUR ' ' . qP OXIMATE L A 7148 E R/W.' OCATION , MH 4 \ ~-A6ANTER 0 Of NATURq( GAS UNE
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EN 1. NO RECOVERABLE NCGS MONUMENT LOCATED WITHIN 1 CHESTNUT OF UNION, LLC toc177oN ~ '9x85°6L S 700.26 ' •Lg M oq9 S EN '
2,000 FEET OF SUBJECT PROPERTY. DB 3381-424 ~ EN .tV'9tt M tia a u ~ ~ 'VC 4,10 ~ ti ~ EN FO£
2. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF A ~ i" EIR ~lZ°6LS N ,S6'~L M°lZ TITLE COMMITMENT REPORT. R.B. PHARR & ASSOCIATES, o ' N 'bt M „irD~£ ~S6'IL Mutz $ EN ,$$'ti Z~SIo£LS E
P.A. DOES NOT CLAIM THAT ALL MATTERS OF RECORD w o INV 101.23
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3. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS K OF DITCH P
MAP IS APPROXIMATE, BASED ON INFORMATION PROVIDED ~ ER NCDOrI I
BY OTHERS OR BY FIELD LOCATION. UTILITY LOCATIONS AS
SHOWN HEREON ARE INTENDED FOR PLANNING ONLY. ACTUAL I N LARRY J. VICKERY, TRUSTEE LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED W DB 3109-348
WITH THE INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION. al
4. POTTER ROAD AND CHESTNUT LANE APPEAR AS A "MINOR w THOROUGHFARE" ON THE 2004 MECKLENBURG-UNION METRO- a
POLITAN PLANNING ORGANIZATION THOROUGHFARE PLAN AND AUSTIN PROPERTIES, LLC AND MAY BE SUBJECT TO A FUTURE RIGHT-OF-WAY OF 35' -C
FROM CENTERLINE. DB 1341-558 ~ ~ 111 l i I I i I I ! 111 / / / / CARD//AREA: 783,953 SQ.FT. OR 17.9970 ACRES
5. ELEVATIONS BASED ON NCGS MONUMENT "PLEASANT" ELEVATION = 779.53' (NGVD 29) t S
6. A PARTIAL BOUNDARY SURVEY WAS PERFORMED BY R.B. REVISIONS
PHARR & ASSOCIATES IN PREPARATION OF THIS MAP. t s4 = TOPOGRAPHICAL SURVEY PREPARED FOR: SEAL
7. SUBJECT PROPERTY ZONED B-3 MINIMUM LOT AREA - 6,000 SQ.FT. L-4341 = 8/2/05 - TO ADD WATERLINE 8~ OQ > 11/19/05 - TO RAISE DATUM CROS ASTD
MINIMUM LOT WIDTH - 60 FEET MINIMUM FRONT SETBACK - 25 FEET
MINIMUM SIDE SETBACK - 10 FEET f 1200 CHESTNUT LANE TOWN OF INDIAN TRAIL, UNION COUNTY, NC
MINIMUM REAR SETBACK - 12.5 FEET LASSMH N .05' /ll/1111 IfliHll DEED REFERENCE: DB 1341-558
TAX PARCEL: 07-147-130
96.00' THIS IS TO CERTIFY THAT ON THE DAY OF JULY 20 05 _ AN ACTUAL
120 60 0 60 120 wAgwlagm SURVEY WAS MADE UNDER MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARY LINES xcakw~ AND THE IMPROVEMENTS, IF ANY, ARE AS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE R.B. PHARR & ASSOCIATES, P.A.
MH FOR LAND SURVEYING IN NORTH CAROLINA, BOARD RULE .1600 21 NCAC 56 AND THE RATIO OF PRECISION DOES NOT ( ) SURVEYING & MAPPING
RIM=714.95' SCALE IN FEET A.) INV. IN=697.65' EXCEED AN ERROR OF CLOSURE OF ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES 231 POST OFFICE DR., UNIT B-6? THE SQUARE ROOT OF THE NUMBER OF ANGLES TURNED. INDIAN TRAIL, N.C. 28079 TEL. [phone]
1 " 60' e.) INV. OUT=697.74' 11 RIM=713.38' SIGNED CREW: DRAWN: REVISED: SCALE: DATE: FILE NO. IT-143
A.) INV. IN=698.53B. INV_ OUT=698.26' ND AB AB 1' = 60' JULY 26, 2005 JOB NO. 65357
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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
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ColeJenest & Stone, P.A. 2007

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reproduction or unauthorized use of the documents without
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ColeJenest & Stone, P.A. 2006
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