20100735 Ver 1_Site Plan_20101013

Re: Fw: First Choice Eyecare
Re: Fw: First Choice Eyecare
Jeffrey McIntyre [e-mail]]
Sent: Wednesday, October 13, 2010 10:44 AM
To: Strickland, Bev
Cc: Chapman, Amy; Lucas, Annette; Nicholas Parker [[e-mail]]
Attachments: First Choice Eyecare (-l.renamed (8 MB)
Mrs. Strickland,
Attached are the First Choice Eyecare sealed drawings in PDF format as per your previous e-mail.
Thanks,
Jeff McIntyre
Project Manager
Amicus Engineering, PC
I7041573-1621
IIIII IIIIIIRI1111111:
--- On Tue, 10/12/10, Nicholas Parker <nrparker,&amicuseng.com> wrote:
From: Nicholas Parker <[e-mail]>
Subject: Fw: First Choice Eyecare
To: "Jeff McIntyre" <[e-mail]>
Date: Tuesday, October 12, 2010, 2:49 PM
----- Forwarded Message ----
From: "Strickland, Bev" <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: Tue, October 12, 2010 2:31:28 PM
Subject: First Choice Eyecare
Mr. Parker,
Page 1 of 1
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and white, not grayscale or color). If the plans are too large to
store in TIF format, they can be stored in PDF.
Thanks
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Di-ion dAUI-Qualm -P-grmn evelopmeni
N.C Dt-purl m, ni nl'I:nvi ronmrni an, N,i,-al k,-tr-,
2:121 C,ahirve Inv,. Sane 250 . 1 ;Jneh. NC 27604
I'llo- 4'd (:11)1 715- 4G 17 or 71,)-8:194
Kme, Wain- Rev. Slricklnntl-nclenr
E-mail correspondence to and front this address mac be subject to the North Carolina Public Records Low and mas be disclosed to third parties.
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https://mail.nc.gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vH VR... 10/13/2010
H ! 1 ~ I ~ V
N.4I~~ l
1. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ADJACENT Q ~i ~ 'I -
PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
SERVICES, PROPERTY DIMENSIONS, COORDINATES AND TOPOGRAPHIC INFORMATION a? ~ {
REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. rF ~ - ~ CO
~ - -
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE
MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; AMIGUS ENGINEERING ASSUMES j ~ Q' ~ ~
NO RESPONSIBILITY FDR THE LOCATIONS SHOWN. THE CONTRACTOR IS RESPONSIBLE o ~ 1
FOR LOCATING ALL £XISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION,
ANY CONFLICTS CONCERNING UTILIT3ES THAT ARISE DURING CONSTRUCTION SHOULD BE
IMMEDIATELY REPORTER TO THE ENGINEER. Y
~ ~ RD ~~I 551 P©plar Tent Road
T MPANY T LEAST 1 3. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILI Y CO A ~ ~ ~ ConcoSd iteNC 28027
4$ HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION TO REQUEST THE EXRCT FIELD ~ _ _ _ ~ ,i Civil Site Design
LOCATIONS OF ALL UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ~ ~ I Low Impact Development
ULTIIIES OCCURING OURING CONSTRUCTION AND MUST PROVIDE 48 HOURS NOTICE ~g''"~ VICINITY MAI:' Small-scale Building Design
~1 PRIOR TO THE REPAIR OR REPLACEMENT OF SAID UTILETIE5. SCALE: N.T.S,
Sheet Title Sheet No. REFERENCE: UNION COUNTY GIS Teiephane: 70~4.573.1s21 Facsi rr~ile: 704.248, 7951
4. ANY EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM TO THE
(0 -Scale Existin 51te Conditions C- I ,0 T FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REQUIRMENTS SE 5eaks:
MANUAL.
~0-Scale ~xistln Site Conditions C- I ,
5. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL PERMITS AND Site La oUt C-~, NawoR~or~r[~.Y ~ 1 til~llii!I~,
~J 0 y APPROVALS HAVE BEEN OBTAfN£D FROM THE NECESSARY REGULATORY AUTHORITIES AMY MAL~C°Ar5 ~ IP 0@321.28 ~ ~ i
PRIOR TO CONSTRUCTION. IN THE EVENT THE CONTRACTOR IS UNCERTAIN ABOUT Ga: 3436, PG I ;6 A724 { r 'n'i ZCNENG m Rd6 i ,p' ~ ~
Landsca 1n Plan C-3.0 p9 ~l `{~fRON ~ . ~G r' r I
PERMITTING RE UIREMENTS DURING ANY PHASE DF CONSTRUCTION, THE CONTRACTOR Q \ NDWO NDiN OR FOGJ~CRI\ / 'R~ ~ ; ~ S C ~ I_ „u ~i:~GM.FAR!6W ~~ZUU~
SHOULD IMMEDIATELY CONTACT THE ENGINEER, THE TOWN OF STALLINGS, OR THE h n irient Plan - '`WE Buffer I~estorat~on ~n a ce C 3. I aDNRI 1p. G l FCM!t15TOPr,CfLA ~ `i0'N OR FC3RM EtLY 0 \ lD: 68321 i27 CdRQ:iWn GOL` DN OPCP5 V.: ~ ' D6~9G94,PG234J3T23 \ / m:663,26D~C '~.o~ ~
UNION COUNTY BUILDING INSPECTIONS DEPARTMENT PRIOR TO PROCEEDING. p8:3G94, MS: I a~ ( l n NC&JOi`aRMLP,J.Y ZONII n. / / MS: D, PG 596 ~ ~ PB: 829. , C A22 (&r Oi `CRMLR«v ZONING = .:-26 ~ ~i 1~ ~ ~ ?ONfNG = R-26 , f ~ ~ r
Pre-Phase I ~roslon Contro P a \ GRELARY SC]rT PRDL C-4.0
6. IF EXfST1NG CONDITIONS PROVIDED ON THE PLAN DIFFER FROM THOSE AT THE SITE, ID:oa3a~FZ6 \ oe; s7G. 'G i 43 L4T 22 1 97s.'G~43~a.az \V ~ tIII~I~~
T E NGINEER BEFORE DEVIATING FROM THE DESIGNED AND APPROVED Phase (~roslon Control Plan ~ M8: 13, PG 998 CONTAC TH £ C-~ . l 40P~ PR FOP.?,trCRLY 'DN~IJG = R~20 GI~N4.15RY~~~ ~ ONttdG = R•26 ~ ,
1 LAYOUT. \ Phase I I Erosion Control Plan o o z ~P , C-~ r 4-. ~f
DB: 966. P6 675 L0T 21 M8: 0, PG 998 i ~ ~a `..r ~ ~
7. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT ANY ADJACENT PROPERTY, Phase II( Erosion Control Plan ~h'} uawoRFDRM~iY zaNING=e-zo / C-'~~~,J MICh10.CL G. HCt~~'! EXISTING ZONING CODE SUMMARY
PUBLIC UTILITY ROADWAY RAILWAY AND THE SAFETY OF THE GENERAL PUBLIC. \ awFDDNNas. ~ / , x 1:7:08321124 ` f
' CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGES AND REPERCUSSIONS OCCURING _ vB:9as,PG7o6~orzo _ Gradin Plan C 5.0 M1i5;6,'G998 % VnI Z ?DNING a R-2G \ ~ ~ ~ J ' ~ ~ PROJECT NAME: PROPOSED PROFESSIONAL BUILDING ' ~-J
FROM THOSE DAMAGES, n6waRFDRMr~x / ~onN sraN-_ GDIDIUER IAN I j ~ PROPERTY OWNER: NOW OR FORMELY KEVIN D. ~ MARGARET C, f31GI1AM ' ~4 N ~ ~
~'i \ 4 WIPE I ,E ~Jtlllt Plan C-6.0 Y ID, 083211.3 ISTING ROCK WALL , r'
a! 3.l*: 966, PG 297 LDT 19 ~ 8. NO FORMAL GEOTECHNICAL OR ENVIRONMENTAL INVESTIGAI'lON WAS PERFORMED BY \ Me: D. PGS9s ~ ~ PARCEL P.I.N. 08324002
IN RING T4 EVALUATE WHETHER OR NOT ANY HAZARDOUS TOXIC OR zDNNG=R.zv / %i'' AMIGUS ENG EE ~ Pre-Develo ed Dralna e Ma C-7.0 ~ I P r~cwDa.oRU:eRx (F~(R01~; " ~ ESTING R ISTING izocK WALL'/ ~ ~ CIVIL PLANS PREPARED BY: AMICUS ENGINEERING, PG z
\ ~08CPH Ch97E~LltCC~ HARMFUL MATERIALS EXIST OR ARE CONTAINED WITHIN THE LIMITS OF THE PROPERTY, ~ I5T1NG PLAY'S '~(ISTlNG Pi~~AR~a ~ ~ ~
R NY REMEDIAL ACTION THAT p ~ oJ: ~6°4.~caa3zwr la / iI~~ AMIGUS ENGINEERING ASSUMES NO RE5PONS161LITY FO A r 4 Ma C-8.0 Post-Develo ed D a na e \ p ~ p ~a.v,PG99a 2,, {STING BATTING fST1NG BATTING CAGE'-' PI10NE: X04-573- I I
MAY ARISE IF SAID MATERIALS ARE DISCOVERED DURING THE COURSE OF No<vDNFDR~nE~Y zDNING=Ra6 \ GEP,tane,~ESrtRa~ ~ ISTING BUILDING`S ZONINGS 0-I JURISDICTION: TOWN OP STALLINGS ' ~ .~.1
Y A RAMMIFICAl10N5 C-~. I t~nr~carHeP~~EM• ~ R I AMIGUS ENGINEERING LIABLE FOR AN LEG L r In e Easement Ma cDNSTRUCTIDN ND 5 Bloretentl0n D a a f ID. 08321121 ~ BUILQING ~
AN NVIRONMENTAL LAW BE VIOLATED BASED ON THE `oB:la79.PG6sa~or,z THAT MAY ARSE SHOULD £ \ Me, D, PG 99a ' FLOOD MAP NUMBER RND QATE: 37 1055 ! I OOK, 03-02-2009 ~ ~ Q
ZavtivG = ~zv Y'~, r [ a C-9.0 Catch Basin D a na e M DISCOVERY OF SAID MATERIAL. WRTERSI-IED: GOOSE CREEK G~ ~ ~ p
N-0W DR FORMERLY , LYNDA LG L[n 3 pfd H1N(5 ~ -
C' I l./ . ~J ID: oa3z 112D ~ R TMlS PR PERTY IS BASED ON THE INFORMATION Slte Details Sheet ( ~ ~ ~ a 9. THE PROPOSED SITE DESIGN FO O p8. 5136, PG 828 D7 16 / 1 . '~Q S~BAGK (FRONT?; 30 FT ~ ~ ~ ~ ~
M0; 0. PG 99B ~ - PRO',iibED BY THE BUILDER, DEVELOPER, ARCHITECT, AND~OR CONTRACTOR. IT IS THE 2oN1NG = ~zv ~ ~ : ~ ~ XI5T9NG SANITARY= SEWER' CLEANOU~' ~ti vau~~ry MiN. SIDE YARD (L): I 0 FT, 20 FT MIN. 51pE YARD (R): I 0 FT - l~ ~ ~ J ~
1te Details Sheet 2 C- I l ,0 RIM' ELEV.,= 693::96 FT S -
RESPONSIBILITY OF SAID BUILDER, DEVELOPER, ARCHITECT, AND/OR CONTRACTOR TO ~ , Naa DR ~°ae~lCUr 66 . ' ~ MIN. REAR YARD; 30 FT ~ ~ ~ ~ ~ ~ ~
VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE INFORMATION IS CORRECT AND vnulp Y. uevER c E.~CN c. KEEVO~ ~ . S1te Details Sheet 3 C 12,0 D:M32i;19 ( - ,
COMPLETE. AM4CUS ASSUMES NO RE5PON51BILITY FDR COMPLICATIONS DURING Ds:18z6,zGlrz:orls 4'- 6~ MB: D, PG 999 F~~';' ~ ~ _ , ~ ~ ~ ~ PARCEL SIZE: 47 I ,3231 10.82 5Q. FT/ACRES ~ ~ ~ z ~
PERMITTING AND CONSTRUCTION THAT ARE A RESULT OF INCOMPLETE OR INCORRECT zoN1NO=kzD ~k~' ,.r hrOW OR FD'N,IERLY , ate Details Sheet 4 C- 13,0 EXISTING USE: RESIDENTIAL O ~ ~ ~ ~ ~
INF RMATION. 5"= IRON- ~~1N o. a1GH~na a MAP,GP,&tFC~` , SITE O E?,: ~ RE~4R ~ ~ 1D: oaaz4a.rz' • ,
~G o.a 7' ~ A8: X983. PG 118 Site Details Sheet 5 C- 14,0 0~--~ _ TDNINGc R-2~ ; EXISTING PARKING PROVIDED: 0 SPACES ~ ~ ~ ~ ~
AREA OF EXESTlNG BUILDING COVERAGE: 1,363 SQ. FT ~ ~ ~ ~
XISTING~~GENTER€:lN~ OF BRANCH a° ~
EXISTING SANITARY SEWER GL£ANOUT - ~ ~ ~ .BRANCH IS INTERMITTENT PER ,ry. RIM ELEV. = 687,44 FT / ~ ~ ~ ~ USGS IE3L1~ND QUADRANGLE ~g AREA OF ADDITIONAL EXI5TING STRUCTURAL COVERAGE: 177 SQ.FT ~
~ ' --TOPOGRAPHIC MAP, ~H6-~ ~ - - TOTAL EXISTING STRUCTURAL RREA: I ,540 5Q. FT Q
h'DNf OR PORM CRI-Y P'p, ~ ' - T40MA5 W, Gad ~+W1FC KENNIFER 5. l' 1
!D: 0832 ~ 083 i i .~~p, ~ ~ De: 983. PG 804 Lpr 8 ~~/,r ~ _ V` - _ ~ AREA OF ADDITIONAL EXISTING IMPERVIOUS COVERAGE: 0 SQ,FT ~ lI}
M1~~ 0. PG 687 i /
~ TOTAL EXISTING IMPERV60U5 AREA: I ,540 5Q.FT
/ ~ ``'D4cQ / ~ P D....
~ ~ ~ ~ o;~ ~-.A b~ uowDRFa~Er+~r ~ X15TTNG GRAVEL ELK 1'VAY liar
r
1v: an~2loeq ~ p, ~ ~ ISTING GA~EN AREA EXISTING SANITARY SEWER MANHOLE °B 1~B?oPPG66i-°rs (F- ~ ~ ~ NovDRr-0~nE~elY
RIM ELEV. = 6$2.60 FT zDNING = Rio ~ R , - ~ r ROBERT ~ Gkh•Flh Hers a sTErH*_u s. 16:6:3324003 5.
INLET' INV. ELEV. - 676.$0 FT - ~ Ma: s. Pc 4r V = 676.74 FT ' zowNG = R-2o OUTLET IN .ELEV. _
_ _ , T ,
EXISTING FLARED END SECTION ' : ~ - - _ _ w _ _ ~ INV. ELEV. = 689.59 F'T ~ f ~ - - ~ ~ ~ _ ~ ~ _ _ . ' XISTING CENTERLINE OF BRA3dGH Project Number: 17- I 0-033
. _ _ BRANCH IS INTERMITTENT PER
XI TING FLARED END SECTION ~ ~.P~..-~ _ _ '~n'~"~r~ USGS MEDLAND QUADRANGLE INV. ELEV. - 692.59 FT j ~ ~--~~-~~-0': - ` ~ ~ ~ TOPOGRAPHIC MAP, 1996 Dace; ~ IQ-; E-2~?i0
- _ -w _ _
_ _ - r- NoWDRFOruERGr _ _ c ~ A HALOAP.KJRaYJIFCBRE~D0.A, r/~/, - - - Drawn By. JLM
I ~r~ ID. GB3219B4 ~ r , EXISTING STORM MANHOLE ~ ~ ce: ~s,FG9w _ _
RIM ELEV. = 694.59 FT ~ ~ - ; ~ - ~ NOW ORFORUGU.Y ~ i' ? ~
INV, ELEV. - 689.79 FT kaRM4.a.~oH~DN+cHanmcussNlco ~ (IRON / , ~ 1v: os3z. c9v REBAR; 1 r BRANCHf WETLANDS LINE TABLE chec~ed N~ '
on: a9s9. PG 19z u~r 1 anB: v. P6 6571 , `1 i ':0.75% ` ~ E2013 ZDh1JG = R•26 LINE L1=NGTH BEARING Rev~Sions:
t~'' OFf ~ yw.. ~ ~ FEAR - , V ~~P' a>~ / - r~ ~ EXISTING POND _ , tl. . L1 12,46 580°36`20°E p~ri6lzoic Ori ~nal5ubmittal
EXISTING CATCH BASIN ~ NO ~ ~,r . t` ~ ~ ~ 't~`, OFF _ . t N sT~Ei~s~u~ / _ _ ~ , , .M , ~ a/L EXISTING BUILDING TO RIM EL~f. - 694.70 FT - +ENr c. 72 cEt~~ ~ L2 24,80 584°55'56"E ~pli !~20~4 Per NCD~NR
. MB• HaMr~wn~:s~ssoc. P ~ BE REMOVED INV. ELEV. = 690.22 FT ti 0, 1v:DC~z1x1 i ~ , . ~ - ~ ~5) vB. 1145, Ps 49r ~ , • ~ ~24~AI~ ~ ~ ~ iji " L3 25.63 S65°01`41"E
ter„ _ 20NIY0 = R 0 Q~ _ I ~ , ~ ` - w EXISTING HOUSE _ _ L4 41.79 S59°00`09"E
p P.F. ti \ ~~l\ I pj 1dHOP. FDCMERIY L5 22,82 S50°37`52"E
- _ M ° - roevae~>~zroNErru,r XISTING $UILDING n - L6 31.58 859°54'33"E
~ S~4Ck. ~ vB: 1398, PG 181 \ ~P; 24'~OAK ~ ~i. ?DNING~R.20 _ asC,~r . ' z4' OAKS . _ ~ V~~ sv L7 90.74 860°59`48"E
_ w _ 2A'.aAK v36"'OPT( ~f , W . 1.s \ " C7 ~ L$ 23,93 S46°47`36"E
w ~ pp ~ ~a _ .w~~~.. t , OAK ~ f- \ ~ _ ~ ~ L9 27,49 S58°00'35"E L10 33.99 S59°56'13"E Sheet TEtle.
EXISTING STORM MANHOLE ~ 1,,. x- ~ _ ,P. ` - - r _ , ~ _ _ . L11 32,12 542°21'07"E
RIM ELEM. = 696.48 FT _ _ ~ ~ , ~ ~ ~ ` ~ ~t,~- = " - - ~ti. sRAVE~ ~ n, Y y~ INV. ELEV, = 689.48 FT EXISTING DROP INLET' `"'_,>,ea~ ~ - . , ~ , ~ ~ ? ~ - L12 26.08 S48°38'44"E
. I RIM ELEV. = 69155 FT ! ~ ~~..E~.~, ~ ~P • - - w L13 21.26 S11°20'26"W ~~~~~A~~
EXISTING DROP INLET INV. ELEV. = 688.25 FT `I` ~"-~r ~n--~.=- . _ . . - °-~--::,~~T _ - _ _ - _ _ RIM ELEV. = 692,69 Fi EXISTING 36" PIPE EXISTING WELL TO , w ~ ~ L14 27.02 S52°25'32"~
d _ INV. ELEV. = 689.29 FT INLET INV. ELEV. = 687.36 FT - - _ - BE ABANDONED _ ~ ~ L15 42.28 565°30'37"E I C~ ~ n]
OUTLET INV. ELEV. = 687.35 FT ~ _ ~ a;~_~_E _ - - L16 54.30 N16°32'29"W V ~ Y
LENGTH = 5.50 FT £XISTING HOUSE TO - - - I p.~""°p.F. SLOPE = 0.23 BE REMOVED ~ C L17 45.32 805°10'49"B ~~~C '
EXI5TING PIPE ENL£T INV. ELEV. = 676.93 FT L18 34,27 810°49'38"E G
EXISTING POWER POLE TO BE RELOCATED OUTLET INV. ELEV. = 675.25 FT BEFORE YOU OIG CALL THE NC ONE--CALL CENTER AT 811. G.G. TO coDRDINATE WffH DUKE POWER L19 40.93 507°03'12"W '
T N F R D N TION LENGTH = 52.50 FT EXIS I G LA E E D SEC L20 21.89 541 °52'57"E
N INV L = UN NOWN SLOPE = 1.309 ~ I LET E EV K L21 11.77 S32°50'53"W
EXISTING CATCH BASIN OUTLET INV. ELEV. = 683.63 FT LEGEND STOP LENGTH = 72.50 fT - ` INVERT' ELEVATIONS UNKNOWN SLOPE =UNKNOWN L22 27.46 S11°26'00"E '
SUBJECT PROPERTY BOUNDARY BDUNDARY L23 30.46 S10°08'45"W Sheet No:
- - - - - - - ADJACENT PROPERTY LINE J--- - - - - - - - EXISTING GRADE ~ LINE L24 20.70 S66°49'10"VU
ron©usr crni c L25 21.16 S00°59'52"E _ _ _
(Nu---CKU- CHU- EXISTING OVERHEAD UTILITY UTILITY vnrtr L26 26.92 552°42'55"E
v -w -w -w -w -w EXISTING WATER LINE - GAS- GAS - GAS - GAS - GAS - GAS - EXISTING GAS LINE 100 0 50 100 200 L27 20.99 S33°10101lw
mnean®~a Ezra REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND C~ p7 D -0 EXISTING FENCE LINE L28 32.60 S07°26'19"W
ALL Ma au Lmape="ORUKarTKWom ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - - - - - - - - - - - - EXISTING 60RIGHT OF WAY w*=CR SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - _ _ . wm~ trAm=DommwaVWV'~tbaxr SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION FIELD LOCATED TOP OF BANK OF WAY L29 23.25 S75°25'11"E OF BANK
OMRM tiNRPLL Et OlI9dOMEMW TO K I[W.4 Oita OF rX WW MW 'AAC
M Rl4 REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERMES '

J/. ' ' Q
NOTES: NOW OR FORM NOW ~R FORMERLY , ~ ~ ` (F) N ~ ~ ~ ~ ~ 1
pRVlp Y. KESVbR ~ ELLIw t. ALL PARCEL AND BOUNDARYlNFORMATION FOR THIS PROPERTY AND ADJACENT KE~VDR ~ ELf.>wN C. KEPVER , -
1 IDr 08321 I I r PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING D6. 1826, PG I I ID: 08323 119 0.21' ~
SERVICES. PROPERTY DIMENSIONS COORDINATES AND TOPOGRAPHIC INFDRMAFlON MB: D, PG 9`. 1826, PG 112 .OT 15 , 5 ° P/L MB: D, PG 998 J' !
' _ ~ Y
REFERENCED FROM A SURVEY COMPt£TED BY GRIFFIN SURVEYING SERVICES, ZONING = R- y.
i
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR S CONVENIENCE ONLY. THERE , ~C
MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; AMIGUS ENGINEERING ASSUMES ~5 ~
NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR 15 RESPONSIBLE
FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. !
ANY CONFLICTS CONCERNING UTILITIES THAT ARISE DURING CONSTRUCTION SHOULD BE EXISTING SANITARY SEWER CLEANOUT ~ ~ \ _ 1, ,
IMMEDIATELY REPORTED TO THE ENGINEER. RIM ELEV. 687.44 FT f _ Y h',U ~~~RS 5151 Poplar Tent Road '
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811.
3. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST / - RD ~ ~ Conco d~,IteNC U28427
48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION TO REQUEST THE EXACT FIELD ~ ~T~P `p- % F CIVII Slte De51gn b ~ \
~ TIN A I S. C NT A TOR IS RESPONSIBLE FOR ANY DAMAGE TO ' ~i ~ LOCK O S OF LL UTUTIE THE O R C ~'~j~~. \ _ ~ Low Impact Development
ULTITIES OGCURING DURING CONSTRUCTION AND MUST PROVIDE 48 HOURS NOTICE ~ vICINITY MAP Small-Scale Building Design
a` 9 \ ,P'~, , PRIOR TO THE REPAIR OR REPLACEMENT OF SAID UTILITIES. ~ ~ ' ~~p. SCALE. N.T.S.
,C ~ '~V' Telephone; 704.573.1621 . , \ REFERENCE: UNION COUNTY GIS '
4. ANY EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM TO TIE ~ "~ll~F ~ Facsimile: 7D4.248.7951
REOUIRMENTS SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL ~ ~ ~ F` NOW OR FORM~R~Y / ,
~ MANUAL. THOMAS W. COX ~ WIFE KENNIFER ~ ~ ~ / ~,a ~ ~ Seals:
Ip: 08321083 ; _ _ L9 ~ 4lkilr'1~~
pb: 983, PG 804 LOT 8 ' 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PERMITS AND / ~ ` ~ ~r•p ~ ~f
M6. D, PG 667 ' APPROVALS HAVE BEEN OBTAINED FROM THE NECESSARY REGULATORY AUTHORITIES ZONING = R-20 ' 'ai~~ •.~FESBIp'L
PRIOR TD CONSTRUCTION. IN THE EVENT THE CONTRACTOR IS UNCERTAIN ABOUT / ~~o SEAL
EXISTING CENTERLINE OF BRANCH ' PERMITTING REQUIREMENTS DURING ANY PHASE OF CONSTRUCTION, THE CONTRACTOR / ~ BRANCH IS INTERMITTENT RER JCN o~"'Qr ~ 03ZIa06
SHOULD IMMEDIATELY CONTACT THE ENGINEER THE TOWN OF STALLINGS OR THE ~ , ~ 'ER ~ ti N -
/~,r'r USGS MIDLAND QUADRANGLE UNION COUNTY BUILDING INSPECTIONS DEPARTMENT PRIOR TO PROCEEDING. ~ TOPOGRAPHIC MAP 1996 ~LE ~ ~ _ _ _ _ EXISTING ZONING CODE SUMMARY %?ti~~~lN~~~~~~` _ ~
~ 396 ~<a PROJECT NAME: PROP05ED PROPE5510NAL BUILDING ' /~~y~~AS,R' `P?~`>>
~ ~ ~ 6. IF EXISTING CONDITIONS PROVIDED ON THE PLAN DIFFER FROM THOSE AT THE SITE, / , o •g ~ FII I~I11 . ~q~°°~~~ PROPERTY OWNER; NOW OR FORMELY KEVW D, ~ MARGARET C, BIGf1AM r
\ ~
'CONTACT THE ENGINEER BEFORE DEVIATING FROM THE DESIGNED AND APPROVED \ ~P~ ' ~ PARCEL P.I.N. 08324002 '
LAYOUT, ~ ~ ~ ~ / ~ ~ 5P _ _
IvOW ORFORMERLY / p ~ ~ " ~ ~ ~ ~ ~~l~ CIVIL PLANS PREPARED BY: AMICUS ENGINEERENG, PC
7. THE CONTRACTOR SHRLL TAi(E MEASURES TO PROTECT ANY ADJACENT PROPERTY, HAL CIARK JR. ~ ~ WIFS 6RENDA A. ~ P,P!,- ~ ~ ~ NOW OR FORMERLY; s~ Pi10NE: 704-573-! G21
PUBLIC UTILITY, ROADWAY, RAILWAY, AND THE SAFETY OF THE GENERAL PUBLIC. / - i' KEVIN D. BEGFIAM ~ MRRGARET C. I D. 083 2 1084 ;
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES AND REPERCUSSIONS OCCURING ? ID. 08324002 p5: 1157, , G 350 LOT 5 /~(~'}RON ~ ~ ` ' ~ ZONING: 0-I JURISD{CT{ON: TOWN OF STALLINGS
FROM TH05E DAMAGES. M6. D, PG 667 / ~ R~ - D6: 4983, P,G 118 ZONING = R-20 - _ ' ~ ZONING= R-20 ~6 ~ ~ ~ -
FLOOD MAP NUMBER AND DATE: 371055 I I OOK, 03-02-2009 i,
8. NO FORMAL GEOTECHNICAL OR ENVIRONMENTAL INVESTIGATION WAS PERFORMED BY / ~ . i EXISTING SANITARY SEWER MANHOLE ~ EXISTING GRAVEL WA1.1C' WAY y. WATER511i=D; G005E CREEK ~
R R N T ANY HA ARD U OXIC OR ` AMIGUS ENGINEERING TO EVALUATE WHETHE 0 O Z 0 S, T RIM ELEV. = 682.60 F7 1 ~ r ~ . ~ ~
HARMFUL MATERIALS EXIST OR ARE CONTAINED WITHIN THE LIMITS OF THE PROPERTY. INLET INV. ELEV. - 676.80 FT ~r _ ~ ' ~ ~ 1 ~ :p S~BACK (FRONT); 30 FT
OUTLET INV. ELEV. = 676.74 FT AMIGUS ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY REMEDIAL ACTION THAT ~ . ' ' _ EXISTING GARDEN AREA ~ ~ ~ ' MIN, SIDE YARD (L): f 0 FT, 20 FT MIN. SIDE YARD (R}: I 0 FT Z
MAY ARISE IF SAID MATERIALS ARE DISCOVERED DURING THE COURSE OF - ~ 0~ ~ ` / 5
r"- EKISTING C NT ll' ~ E ERC CONSTRUCTION NOR I5 AMIGUS ENGINEERING LIABLE FOR ANY LEGAL RAMMIFIGATIONS / ' - _ - - - BRANCH IS INTERN ~G CENTERLINE OF BRANCH ~ MIN, REAR YARD; 30 FT ~ .H IS~IN~F~RMITTENT PER
THAT MAY ARISE SHOULD AN ENVIRONMENTAL LAW BE VIOLATED BASED ON THE ~ ~ % ~ ~ ~ - ~ ~ ~ ~ ~ ~ _ _ ~ ~ USGS-MIDLAND QUA MIDLAND QUADRANGLE PARCEL SIZE; 471,323110,82 5Q. FT/ACRES ~ ~ ~ O
DISCOVERY OF SAID MATERIAL. - - - ~ _ - - - - - T P yL , - _ ' ~ OPOGRA HIC MAP, ~ ~ ~ 1RAPHIC MAP, 1996 v~`~
- - -1~i= - , ~ ~ - - W ~ ~ EXISTING USE: RESIDENTIAL Q Q ~ ~
9. THE PROPOSED SITE DESIGN FOR THIS PROPERTY i5 BASED ON THE INFORMATION -r P.P; ~ ° ~ ~ ~ - -w- ~ -
PROVIDED BY THE BUILDER, DEVELOPER, ARCHITECT, AND/OR CONTRACTOR. IT IS THE _ ~ ,-7 - ~ L~ . C':1 ; ' EXISTING PARKING PROVIDED: 0 SPACES O ~ ~ Q ~ U
~ ~ .w°O' ~ - T_ti'"! ~wr wj.: r~r _ .N napm..r~ra~+r"w°~~4*!'~ ~ -.-wrp ~ RESPONSIBILITY OF SAID BUILDER, DEVELOPER, ARCHITECT, RND/OR CONTRACTOR TO ~ ~ , = . A~ ,L~" LS LS---~•- w' - - - - - _ - - - - ry ~ ~ - AREA OF EXISTING BUILDING COVEiAGE: ! ,363 50. FT ~ ~ - r.,~ Z
ter, r ~r` ~ L3 e.gl~.a.~1~Sf.."^ '"a~'r'M ~:Kr4rm' .-'y~~ ~ avm.• .+aam ~ ~„~r,q A ,",A\ ~ i "ms..,~n VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE INFORMATION 15 CORRECT AND ~ , . ~ ~ _ _ ~-~,,.,~ma-~::n.µ~-~•~^°°•~ - ~ ~ ~ ~ y.~~{~~, \ _
COMPLETE. AMIGUS ASSUMES NO RESPONSIBILITY FOR COMPLICATIONS DURING ~ ;°i ,s' ~ ~ ` - ; ~ ~ _ _ _ ~ ~ ° ~ ~ ' -~'=~w~ AREA OF ADDET{OVAL EXISTING STRUCTURAL COVERAGE: f 77 SQ.PT ~ LL.1 Z ~
/ - ~ - ~ ~.L14 ;,,r, PERMITT3NG AND CONSTRUCTION THAT ARE A RESULT OF INCOMPLETE DR INCORRECT NOW OR FORMERLY % ~ ~ ~ ~ - - - - ~ ~ ~ ` `~"-=~~u~-~.. ~°-~--4~"°" , TOTAL EXISTING STRUCTURAL AREA: ! ,540 5Q. FT ~ ~ ~ ~

SITE INFORMATION, I~AL CLARK JR. ~ WIFE 6RENDA A,,~ ~ ` _ - - ° 4 _ ~ ~ _ ~ , \ IDS 08321084 i ~ ~ - _ _ AREA OF ADDITIONAL EXISTING IMPERVIOUS COVERAGE: 0 SQ.FT ~J ~ ~ ~
~ p6: 1 157, PG 350 r - - ~ _ - _ - - - - TOTAL EXISTING IMPERVIOUS AREA; 1,540 SQ.FT I ~ ~
_ - G~' ~ - - ZONING - R-20 / P - - _ _ \ 0 _ -
ir, /
/ l Ir// , O
~ / '
(F)IRON~~. ~ ~ ~ / ~ ` EBAR , ~ r r
~ ~ NOW 0R FORMERLY f ' ~ i' q.15' ~ ~ , " ' ~ i e
r OFF P L % RI ARIA BUFF R " ' ; ~ ~ ~ ` NORMA A. JOi1N50N ~ Ci1AD MIOKES ~ NICO / . ~ ~ ~ ~ ~ ~ " r ~ ~ ' / ~ ~ ~ , F. - i ~ / .l i (F~1RON ~ ' ~ L~
ID. 0832E 090 ~ ~ ~ " , f e ~ ~ ~REI ~REBAR I ~
D6: 3959. PG 192 LOT I MB. p. FG 667 I / - ~ ~ % ~ ~ ~ ~ ~ ~ ' ` - I , ~ ~ ' ,r 0.4 ZONING - R-20 ~ 0,45' NOW 0!2 PORME~.Y
/ ~ ~ ~ ~ . , EXISTING POND ~ _ _ ~ ~ a. , PAL R05ERT G~iFFIN HEIRS ~ STiTF11~N 5. ~ ~ ID: fl8324003
~ , _ _ ~ f ~ , , ~ M6: P~ 47 BRANCH/WE~'LANdS LINE TABLE
\ ~ ' ~ ~ . ~ - ~ l 20NING = R-20
~ NOW OR FORMER ' ` _ ~ _ _ ~ LY \ ? ~ ` ~ ~ ~ LfNE LENGTH BEAR[NG
STEVENS MILL ii{3MEOWNERS ASSOG, ~ / - _ _ ~ ' _ _ ~ ~ ID. Ob32 1091 / \ G,p, G ~ , 12" CEDAR - ~ ~ \ \ ~ ~ ~ L1 12,46 580°36'20"E
0P ~ ~ _ ~ ~ DBE ((45, PG 49 I ~ _ ~ ~ ~ ~ ~ , , ' L2 24,80 584°55'56"E
ZONING-R-20 ~ ~ L3 25.63 565°01'41 "E
0 f ~ _ ,r d4 gA1C' ~ ~ , ' . \ So. OAK . ~ . C~ L4 41,79 S59°OD'09"E Pro~ectNilm'ne~.r: i7~€0-033
/ 'f$ OAK ~y~, 5 `1- ~ \ F' ~ - ~c'~' _._.~3T3° OAK ~ ~ ~ ~~~R~ \ L5 22.82 S5D°37'52"E
r ~ ~ ~ . ~ e ~ L6 31,58 559°54'33"E ~~~i ~ CJate: 06.16-2010
/ ~ ~ L7 80,74 S60°59'48"E
L8 23.93 S46°4736"E Drawn 6y: JLM L9 27,49 558°00'36"E
~n ~ ~ 'V y ~ V ~ \ i % % ' 6 LID 33.99 559°66'13"E C~eck~ Sy. NRF
Q V ~ ~ \ ~ ' - - Y ~ _ , . , L11 32.12 S42°21'07"E
L12 26.08 S48°38'44"E ' Revisions:
~ _ - ~ - \ ~ ~ , CK ~ ~ ~ _ ~ . 92" `ELM,, ~ ~ ~ ~ J, ~ NOW OR FORMERLY )RFORME~2LY L13 21.26 S11°20'26"W 46I16I20!0 Ors !r€alSubmEtta(
_ - o ~ ~ ~ \ ~ ~ , ~ , ~ - ~ ~ \ ` ~ ~ _ . ~ G06Y ARNAZ rIONEYCUTT PAZ HONEYCUTT ~ L14 27.02 S52°25'32"E
- ` ~ ~ ~ ~ 24 OAK + a 2 ELM ~ ~ ~ , ~ ID~ oa324ao1 44•~gP3"E,_ r ~ ~ ~ ~ ~ ~ ~ DB; 1398, PG i8t X8324001 ~ L15 42.28 S65°30'37"E '
W„ _ - 299,q,S ~ ' ~ ZONING - R-20 _ 39b, PG i 8 t ~ L16 54.30 X116°32'29"W NG - R-20 L17 45.32 505°10'49"E

. ~ ~ s ~ _ ~ - 4,6 n ~O " P P. ' Ait ~ _ - . _ ~ ~ ~ 3S ~UAK~- \ L18 34.27 S10°49'38"E
~ ' / / . _ w ~ ins ~ - 'fir' - ' ' - _ X I I IN ~ L19 40.93 S07°03'12"W
. ~ E IST NG BU LD G TO M - " Ur L24 21.89 541°52'57"E
_ - . _ ~ _ ~,S c.P. ~ - - ` ; . _ BE REMOVED - ~ ~ \ ~ 'PIPE ~ _ ` a ~ ~ ~ Gas °rro _ ~ _ L21 11.77 S32°50'53"W
~ - ~ - ~ ~ ~ c ~ 7 r L22 27.46 511°26'00"E Sheet Tale: L23 30,46 S10°08'45"W
~ ~ _ . ' ' `-s7 B ~ ~ 19~ ~ EXISTING 36 PIPE - _m L24 20.70 S66°48'14"W
- V - _ ~ -1,~s; ; _ . INLET INV. ELEV. = 687.36 FT ~ - ~ n °AS ~ ~ ~ ,-r.. L25 21.16 S04°5952 E o V
OUTLET INV. ELEV. = 687.35 FT ~ "~==:R.~, t~~S RO~,D ~ L26 26.92 552°42'55"E 'T V \1
LB . LENGTH = 5.50 FT , _ L! ~(GFiT-0 0 ; , ~W L27 20.99 S33°1D'01"W ir'
i •I W ~ ~ . ~ L28 32,64 507°26'19"W E/~I ~
~~~-n~ _,_,r ~ ~ ! ~ ~ ~ ~ L29 23,26 575°25' 11 "E ~ I
EXISTING WELL ~ ~ ~ , J ~ \ LI"D"` ~ 4~ ~ wv
EXISTING HOUSE TO p,~__.._.~~~_e,.~
BE REMOVED AHU COI YD(1 ~OI VLF
LEGEND
' EXISTING POWER POLE TO BE RELOCATED SUBJECT PROPERTY BOUNDARY Sheet No:
G.C. TO COORDINATE WITH DUKE POWER - - - - - - - - - - - - - ADJACENT PROPERTY LINE GRAPHIC SCALE
owu---- o~-~ ~+u---- ¢wu EKISTING GRADE ~u---- ¢HU----- ¢~u~ eau- EXISTING OVERHEAb UTILITY 40 0 2~ 40 80
fvicTinir ci Horn ~nin CC!`TI(\nl
EXISTING CATCH BASIN-J Lni~iiivv .I.PIF.CU L-tvu lVV _..__w -w -w -w -W -W -W w tXfS I INS 4VR I tK LINt I•
-GAS ° ovmcw@ZIAmmomm.C, REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND INVERT ELEVATIONS UNKNOWN INLET INV. ELEV. = UNKNOWN GAS - GAS - GAS - s-GAS-GAS-CtSs-GAS- EXISTING GAS LINE EXISTING FENCE LINE
/uanmPMEMfsp= ma=OFlKowm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING OUTLET INV. ELEV. = 683.63 FT _ an SERVICES, PROPERTY DIMENSIONS AND COORiDINATES FOR PROPERTY REFERENCED FROM A " - LENGTH = 72.50 FT - - - - - - - - EXISTING 60 RIGHT. OF WAY ¦
a,~0601MMIK.a,MMYPOOMMM O.Y SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION *9 =VIR omom WMM10xvaap~' M" REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES SLOPE = UNKNOWN FIELD LOCATED TOP OF BANK

GENEARL SITE PLAN. NOTES:
1. ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY. ALL SIGNS MUST MEET THE REQUIREMENTS PROPOSED ZONING CODE SUMMARY „ ~AM~CU
1.5 BITUMINOUS SET FORTH BY THE TOWN OF STALUNGS DEVELOPMENT ORDINANCE AND ANY COVVNANCE THAT MAY BITUMINOUS CONCRETE SURFACE COURSE, TYPE 59.56 {SUPER PAVE) ~ U _
PROJECT NAME. PROPOSED PROFESSIONAL BUILDING APPLY FOR THE-AREA. ~ - - fla ~I'
PROP[<RTY OWNER: NOW OR FORMERLY KEVEN D. ~ MARGARET G. BIGFfAM i .
2. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE RND SHALL BE TACK COAT PLACE H AVY TR FI W D ~
PA E .I. 2 ( E AF C 4 INCHES THICK, CONSTRU.GTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK RG L P N 0832400 JUST PRIOR TO FINAL EAVY TRAFFIC AREAS - 2.5" BITUMINOUS CONCRETE ~ ~ C~ INTERMEDIATE COURSE, TYPE 119.OB (SUPER PAVE) ~ .Ji ~ -
CRO55E5 A DRIVEWAY fT SHALL BE 6 INCHES THICK. SUBGRADE ,SHALL BE COMPACTED TO 95~ SURFACE COURSE} , CIVIL PLANS PREPARED 8Y: AM[CUS ENGINEERING, PG PARKING AREA, ARKING AREAS - 1,5" BITUMINOUS CONCRETE ~
OF THE MAXIMUM DENSITY OBTAINABLE IMTH THE STANDARp PROCTOR TEST. THE SURFACE OF THE INTERMEDIATE COURSE, TYPE 119.08 (SUPER PAVE) w it
SIDEWALK SHALL BE STEEL TROWEL ANO LIGHT BROOM FINISH AND CURED W6TH AN ACCEPTABLE CURING Pf"1ONE: 704-573- 162 I r W ~ ~
COMPOUND: TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN 5 FEET AND
ZONING; 0_I JURISDICTION: TOWN OF STALLINGS 8~ ~ EXPANSION JOINTS A7 INTERVALS OF NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A a Bp GO~EPAGTED AGGREGATE BASE COURSE (HEAVY TRAFFIC AREAS) ~ ~ SRS ~
6 { LATERAL sLOPE DF (1/a) INCH PER FaoT, PLOOD MAP NUMBER AND DATE: 37 1055 I 1 OOK, 03-02-2009 6 COMPACTED AGGREGATE BASE COURSE (PARKING AREA5) ~ ~ ~ ~ ~ ~ ~ ~
VECINITY MAP 5151 Poplar Tent Rood
WATERSI~ED: GOOSE CREEK 3. ALL PARKENG SPACES SHALL BE 9 FT WIDE AND 18 FT DEEP. SUBGRADE FOR PARKING LOT AND Suite 130 SCALE: N.T.S. Cancard, NC 28027
LOADING AREAS TD BE COMPACTED TO 1O0% MAXIMUM OEN5ITY OBTAINABLE 4NTH A STANDARD MIN. 5ET8AGK FRONT : 30 I7 ( REf-ERENCE: UN10N COUNTY G1S Civil Site Design
PROCTOR TEST, SEE DETAILS SHEET FOR .PAVEMENT REQUIREMENTS IN LOADING AND PARKING AREAS.
MIN. SIDE YARD (L): I 0 FT, 20 FT M[N. SIDE YARD (R). I 0 FT I COMPACTED SUBGRADE Low Impact Development
4. ADDRESS MUST BE POSTED IN VISIBLE LOCATION WITH 6-INCH NUMBERS. MIN, REAR YARD, 30 I'T ~ ~ ~ Small--scale Building ::.Design
Telephone; 704.573,1621
PARCEL SIZE: 47 I ,3231 ! 0.82 5Q. FT/ACRES 5. HVAC AND SIMILAR TYPES OF INCIDENTAL MACHINERY OR EQUIPMENT SHALL BE SCREENED FROM VfEW GENERAL NOTES: 1/2" RADIUS 1~6 ~~'-O" Facsimile: 704.248.79.51
OR LOCATED IN SUCH A MANNER 'A5 TO NOT BE VISIBLE FROM THE STREET. TRASH RECEPTACLES, DUMPSTERS, 3" RADIUS
PROPOSED UB~: PROFESSIONAL OFFICE BUILDING 1. SUBGRADE SHOULD BE TESTED BY AN INDEPENDENT TESTIN UTILITY METERS, ABOVE-GROUND TANKS, SATELLITE DISHES, AND ANTENNAS SHALL BE SIMILARLY SCREENED. SHOULD HAVE A :DENSITY OF 100%J (N ACCORDANCE WITH A. 'ENDENT TESTING LAB, AND 1/8" RADIUS ZDANGE WITH AASHTO-199. ~ ~ Seals:
PARKING PROV[DED: 52 SPACES tan ~ ~
2. BASE COURSE MUST HAVE A DENSITY OF 9O~ ,FOR B. C.B.C. 6. ALL MEASUREMENTS ARE TAKEN FROM FACE OF Ct1RB, UNLESS OTHERWISE NOTED, ~ A.B.C. IN ACCORDANCE WITH AASHTO-T1$D. ~%,FOR s.G.s.c. AND 100 FaR . ~ ° - • ~ A
ACCESSIBLE 5: ACES PROVEDED: 3 SPACES e. ~yTyJy}~'~
~ 3. SURFACE COURSE SHALL BE COMPACTED TO A DENSITY DF 7. TRASH SHALL BE CONTRINED IN DUMPSTER, gUMPSTER PAD SHALL BE 6 CONCRETE REINFORCED WITH WELDED WIRE FABRIC. ARl<A Or PROPOSED BUILDING COVERAGE: 9,462 BO.'FT A DENSITY OF 95%. ~ ~ • . ~fi 1a,6n • ~~uSl~i F
• • y • °
AREA OF PROPOSED PARKING AND DRIVE COVERAGE: 2.5 598 SQ.FT 8. ALL DRIVES AND ISLEWAYS SHALL HAVE WEAVY DUTY PAVEMENT. FOR PAVEMENT SPECIFICA1IONS, SEE DETAIL DN TIiIS SHEET, PAVEMENT SECTION DETAIL. SEAL
AREA OF PROP05ED 51DEWALK GOVI=RAGE. 2,072 SQ.FT SCALE: N.T.S. [REF: MOLDS STD, ~10.01C] STANDARD 1'-6" .CURB AND GUTTER DETAIL ~ ~3ZS~~ ° X10.01 c] (NOT To scALE) ~ - x
9, ALL FIBERGLASS MATS FOR THE TRUNCATED DOMES FOR THE ADA RAMPS SHALL BE RED, .
TOTAL PROPOSED IMPERVl0U5 AREA: 37, ! 32 SQ.FT
' ~ ~ ~ 30. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE TOWN OF STALLING S TECHNICAL PERCENT PRO, OSED IMPERVIOUS AREA: 7,.88°l0 \ Nt31N O R ~ORNiERiY f ~~l r 1; I l i I` ;111
STANDARDS MANUAL. \ / KEVIN U. OIGIIAM ~ MARGAROT C, 1 `'~1f ~ Zo~a7
AREA OF FUTURE BUILDING COVERAGE. 4,929 SQ. FC iD: X8324002
11. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACT, 0R DEVELOPER FROM HEELING AREA OF FUTURE PARKING AND DRIVE COVERAGE: 3,372 SQ.1=T \ DB: 4983, PG I I8 ~ ~oNiNG = ~-za
THE REQUIREMENTS OF T}iE TOWN OF STALLING'S OR UNION GOUNIY ORDINANCES, POLICIES, AND STANDARD , \
AREA OF FUTURE SIDEWALK COVERAGE: 73G SQ.PT EXISTING C TERLINE OF BRANC ~°°°°°"`~"y SPECIFICAT10N5, (AS APPLICABLE}, , ~~F~==~" xc~°vm9~'~cz eaaaavmvenaarsa~~t°s~vp,68~aps~rc°a~eaxascvvexv~so-vvv~:om~~vnvwuaxn+aa~av: ~mav mvvd~mc~vva~e ca ®scn aarexaa~avmssce ea ~aqa Ac ~eps~mav~a6~vv~
BRANC IS INTERMITTENT PER ,sue°m•' ir~s~r+s~~+°~unr~ ~s~+"e~O~~w~~~~ ~a'~on~
TOTAL FUTURE IMPERVIOUS ARI=A; 9,037 SQ.FT U S MIDLAND QUADRANGLE 12. RETAINING WALLS SCREENING WALLS AND DECORATIVE WALLS WILL BE CONSTRUCTED DF MATERIALS COLORS ~ ~ , f
CONSISTENT WITH THE PRINCIPLE BUILDING ON SITE, THE GATE WILL BE QPAQUE USING METAL WOOD OR SIMILAR MATERIALS, TOPOGRAPHIC MAP, 199E PERCENT FU7URIi IMPERVIOUS AREA• ! ,92% / a ei~~F~'~,~"~~~'~'~~'w~~~ ~i~~ ~°r~ ~:caaacs~ssc~aav r+~` ~rs~e°~~~ n ~®"~sz, nv~aa~x ~~~~li~~~~{i/11~~~ #msa aamvx~naa~na a° °cs~iv~ ac~.aaavavffi*° R e>~.c sa vwa ca;va;an vs~°v samrav~se~ze ~a r.vxe
IF THE GATE IS WOOD, IT WILL NEED TO BE PAINI~ED TD MATCH THE BUILDING. a~`y I''~p ~°,~a=~"°~°' ~°..,aR"~°°~°, saa w~vaa:omasevffix®m~a.am~eavom~avvmrm:vsmv N 0 ~ a~d
NOW OR FORMERLY ,A ~,~W e¢OCFSpii I1AL CLARK JR. ~ e~J
~ W{FE 6RENDA A. R ~N ~ gTOPOFOANKI ~~~`~v~ ~ ~~~er.,~.~~
ID: 08321.084 ~
DB: 1157, PG 350 a,~° ADD A I PAN N AYOUT 0 ZONING = R-24
_ ; *THESE NOTES ARE STANDARD SITE DEVELOPMENT NOTES AND 50ME OF THESE NOTES MAY NOT APPLY T4 THIS \ 5'-0" I W ~ ` ~ , - ~ ~ ~ ~
SPECIFIC SITE. \ ~ ~ ~
\ (SEE DETAIL 3/10 - ~ ~ 1. COORDINATE RLL CURB ANO STREET GRADES IN INTER5ECTlON WITH INSPECTOR. \ ~ \ \
f ~ Z. ALL ROAD IMPROVEMENTS AT LAWYERS ROAD Tq :BE COgRDINRTED WITH JURISDICTIONAL iNSPEGTIONS \
DEPART1ENT PRIOR Ta GDNSTRUGTION. PR~TROSEO PAVEMENT PARKING LOT G~ \ \ "~~X (ENDED DRY 17ET6N?IOI~~ ~ ~ A~ :
3. DEVELOPER WILL PROVIDE STREET 5IGN5 IF REQUIRED IN CONJUNCTION N1TH STATE AND LOCAL ~P , i ~ \ ( ETAIL ON THIS SHEET
REQUIREMENTS, NOW OR FORMERLY ~ . ti, ~ NORMA A, JOHNSON ~ CI1AD HICKES ~ NIOO - ~ ~
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. ID. 08321090 \ - \ ` ~ \ ~ ~ ~ ~ .
S, IN ROLLING AND HILLY TERRRINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK GOAT MAY DB: 3959, °G 192 LOT [ MB: D, PG 6671 ~fl
BE REQUIR D NEAR INTERSEGTION5. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON ZONING - R-20 PROPOSED STEM \ E R \ LENGTH = 101.60 FT - ~ ,
` FIELD CONDITIONS, - ~ ~pM;,raii,r,i~r~.~ ~ ~ Mm`s lid ~ I ~ \ ~i~~iiot:i ~~ilwti~ll~lill'rl~lf~ ~ ~ SS.~~
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD SEE SHEET C-8.1 BIORETENTION ~ ( o~ii~~~irwl~ ~ ~
CONDI110N5 WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY DRAINAGE/EASEMENT MAP) FOR , ~ ' ~ S ~ CCE OOESSIBLE SIGNAGE 1 T~.©p' --T--- w w . , y ~ ~ ~ ~ ~
OWNERS. ~ BIORETENTION DRAINAGE AREAS ~ ~ , F {SEE [ AND EASEMENT MAP, 35.75 {sEE DETAIL 3/11) ~ ~.o>`~ aw W ~ ~ ~ ~ w W W ~ W .r • ~ ~ Q g
7, IN ORDER TD ENSURE PROPER DRAINAGE, KEEP R MINIMUM OF O.5q SLOPE ON THE CURB. ~ ~ 77 ' ~P~'' 77.22' O`f i 4.00' ~ w ro ,v W ~ 610Rt~1'6NTI01~ y ~ y ~ v~ ~ : ~ ~ ; ~ ~ ~ : ~ ~ ~
8. SUBSURFACE DRAINAGE FAGILIT]E5 MAY BE REQUIRED IN THE STREET RIGHT-OR-WAY IF DEEMED NECESSARY + P~,~ ~ ~~P O, ti W y y a AIWA (DR-2} in ~ ~ W ~ ~ rr ~ i Q- 3,748 5Q, FT.~
BY THE LOCAL INSPECTOR. I \ • p ' ~ PROPOSI~D 9,42 CONCRETE WHEEL,' ~ y y y ~ y y y~ O
9. CURB ANO GUTTER ON PLANS ALONG LAWYERS_ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY ~ CONCRETE APRON ~ ~ ,~o ~ 6 S.F. BLDG, 1 SEE DETAIL 2 14} ~o• 6.08' r ~ , ~ , ` ~ ~ . o STOPS (TYP _ ' ' 22.x'2' y ~ f._y'
CITY COUNTY ENGINEERING, ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED .UPON FIELD ( / 1 ~ [ ~ ° . - ~ ~ ` ` ~ ACCESSIBLE RAMP
CONDITIONS, / \ ~ \ _ 1a~o (SEE DETAIL 1/11) ~ ~ Q ry ~ a V J
10. THE PURPOSE OF A STORM DRAINAGE EASEMENT I5 TO PROVIDE STORM !HATER CONVEYANCE AND ANY I ~i 1~q,,pO F = 0 I \ ~ ~ ~ ` N~ p
STRUCTURES AND/OR OB5TRUGTION TO STORM WATER FLOW 15 PROHIBITED, I ~ QO, AccESSIBLE sIGNAGE z
~ ~ 11, HIGH DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITI{IN EXISTING OR PROPOSED (SEE DETAIL 3/~ 1
I ,NOW OR FORMERLY ~P./ ~I! ~ ~ • ~ 'o PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITYS INSPECTOR PRIOR TO ANY BACKFILL BEING I G w ( O , ~ -q p, 32,24 5TEV~NS MILL 110MEOWNI=RS A550C. r~ w ~ o;,~.,.~, c~ 1~ , ~p0 52., ~ ~ ~
PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR Tq PLACEMENT OF THE I ID: 08321491 ~ p N ~ ~ c b o ~ 52.OQ' 0.
MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY, ~ DB: l I ~}5, PG 49I ~jA .'~w ~ I_ ~ 1 ' ~ ~ ~ ~ ~ ~ ~ t r ~ P
I ZONING T R-20 y w 0~ ~ _ ' , 12. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNQBSTRUCTEq ~ / d 24.OD' c~`L - - 0 / `""~'t~ 18.oQ' I SEE SHEET C-8.1 {BIORETENTION ~ ~ ; O QQ>
'~h~IOREi~NfON ~ i N Z y D. / •~S ~ti:-7---DO STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM RLL DEBRIS, LOGS, TIMBER, JUNK I / ~ p0 ~ / ` ~ / o ~ _ ° 7~ 0~' DRAINAGE/EASEMENT MAP) FOR
~ a~.a~ait-~1 13.0}' ID ~ 3~/ o - AND ,OTHER ACCUMULATIONS. y ~.3fl6~a. 'L -C-,~ ~ tO r ~`'?5,3 , ai ',J ~ BIORETENTION DRAINAGE AREAS
` 13. ANY BUILDING 4NTHIN TFIE 100+1 BUILDING RESTRICTION FLOOOLINE IS SUBJECT TO THE RESTRICTIONS OF j , r.. ~ _ -f` 2 2 _ 0 ~ AND EASEMENT MAP. Project Number: .7-10-033
LDCAU FLODDPLRIN REQUIREMENTS ANO RESTRICTIONS. ~ ~ ,~-r_._.- R2 Nk;•.% j ~ ~ PKG, -
14, ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS} IN STRUCTURE BU€LT ON LOT SHOULD BE LOCATED A MINIMUM ~ ~ o H p 42 Dp'- ~ cn TM D~ ~p /ly_ 10X70 SIGHT TRIANGLES Ig ? , ~ ACE'S i ES O S>~ACES , ~l---Z Qp' , ~ r ~ - Date: n1 i o- i ~ -zo i o
. OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE PER N.C.D.O.T. ~ ~ 0!`~-~ _`s~ ~ ~`"`;o M ~ ~ 52.$5 - _ ~ .V 2~ R~ r © o~ ~ X14• - t. 3,34' /
51GNIFIOANT gVERLANp FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS}. : R> o ~ .a : „~_f ?0 . N ~ ~ et ry' 0• ~ ~ braver, 8 JLM p . N ~ ~ N NOW OR FpRMERLY y'
0 0 15. P.E. SEALED SHOP DRAWINGS FOR ANY RETAINING WALLS MUST BE SUBMITTED TO CITY/COUNTY ENGINEER ~ ~ 1 a ~~Q ~ 19 40 ~0 ~ °p'' fl ~ GOBY ARNAZ tiDNE1'CUTT
; x.24 _ M1 °o o ~ ; ° ~ KG ~ _ , PRIOR TO CONSTRUC110N. ~ ~ ,I P ;G, q ° ~.i~" s' o ID. 08324001 C~iecked e NRP
'`c ~ ° 1: ~ ~ o~ o. D6: 1398, PG 181 o0 5 3' CURB CUT ZONING = R-2o
16. "AS BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM INCLUDING (DESIGNED DITCHES, MUST BE \ ~ ~ ~ ``'7a ~ I`nNi a° _ 9$.72' L TM 1-_.,.~,~ , r ! ~ ` d r 1 ro "--~.23.DD`..1 t ~ ~ r o 5 r.
SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH ~ ~ w ~ 0 ~ A _ ~r ' ~ ~ ~ ~ o~li5lzo!o Ors ,nalSubm:~La!
THE CITY COUNTY ZONING ORDINANCE. ~ ~ ~ ~ Q© ~ o REE PROTECTION ~s 'p , _ _ _ ~ . ~53.7D, . y ~ _ _ _ sEE DETAIL 6 1 a N ~ .o 7 .p ~ I` iar~ uzo~o Per NCDENR
18. ;PRIOR TO INSTALLAT1ON, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE _ ` ~°o ~ ~ ~4 9 ' ~~..F~'Q~T 1 -6 CURB AND GUTTER (TYP.j ~ ~ o. ~ ~ BACK (SEE DETAIL ON THIS SHEET) `
FURNISHED TO CITY OF CONCORD ENGINEER FOR APPROVAL (IF APPLICABLE . ~ ~ 5.1 i~' ~ ~ ~ - ~ ~a. ^ 1; ~ ~ " , r12
~ ~ ,,00 19. ;PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS DF UNDERGROUND DETENTION SYSTEMS MUST BE .2~ J¢ •5`g~'~~ , ~ r~ 25.9D ~ ;t!.._ . ~ . .12 00~,.
PRODDED (IF APPLICABLE}. ~ ~ - y r . TREE PROTECTION o 10'X7Q' SIGHT TRIANGLES f Q' ~ - - _ _ ~ ~ (SEE DETAIL 6/1 O) Q PER N.C.D.O.T.
20. NON-STANDARD ITEMS IE: PAVERS IRRIGATION :SYSTEMS ETC. fN THE RIGHT-OF-WAY RE UIRE A ' ~ 37 ~ ~ \ ° ^v ~ ~ o o t-`~ - 4 o~, ~ " -
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE (NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) q ~ ~a ~---4
~ - 4 3 . ~ 1.5 ' BEFORE INSTALLATION. ~ . " 7 ' ~ -_so'
42.7 ~ ~ ~ 1 ~ 51 _
- ~ , _ ~ ei `-~-51,73' c~ ~ p r ~ Q l / ~ S ~ti z '~J
• O. gal • ~ ~ %``'~.~,..j,, ~ .
ACCESSIB~ PARKL'~G (FROM APPRNDIX B} ' - _ - _ ro
1,fft or Parkin Total # of Parking Spaces # of Accessible Spaces Provided _ ~ ~ ~ ~ C, Vt ~ N' o~ ~ ~o ~ ° _ - - - SITE
Total- UB~fC Area ~ ~ ~U~~fC ~[Gf~T 0 _
Regular with 5 Regulax with 8 Accessible 171 N ' R~uued Provaded EX S G CONCRETE MEDIAN TO BE Access Aisle Access Aisle Provided - _ _ ROPOSED. STEM _ ~ _ _ " LAYU ~ T _ ~ _ _ , _ LENGTH = 140.00_ ~ _ _ ~ ~ `
EXTENDED A MINIMUM 0~' 11 4.00-FT AS - .
REQUESTED BY THE TOWN QF STALLINGS General0i~ce 39 S2 0 1 3 PROPOSED TURN LANE TO BE -
APPROVED AND PERMITTED BY NCDOT 1'. ONCREfE APRON
PRIOR TO CONSTRUCTION (SEE DETAIL 2/14} ~ ~ - - - _ _
a, Required number of parking spaces based on Town of Stallings (,and Useordinance -Section 152.150. ' ' 10'X0' SIGHT 0'X0' SIGHT TRIANGLES - ' ~ Sheep No:
o . e 10X70 SIGHT TRIANGLES b. For General O;~ice: M1N>MUM {1 space per204 sf Gk'A) x {8Q !o} x {9,716 GFA~= 39 parkznb spaces required. PER N.C.D.O,T, PER N.C.D.O.T
LEGEN D SEND CT>~D _ w w w
btat-UNL YUU UIU 11..11 . CALL IHL NL: UNL--GALL ULN ILK AI 61T
SCALE REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND GRAPHIC SCALE SUBJECT PROPERTY BOUNDARY
am ON« us[ or TK Mmwm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING a 30 0 15 30 60 ADJACENT PROPERTY LINE LAW. EXISTING FENCE LINE IT'S THE STOP ~
=NOW. MMOW0%Nftw. mww mm muff SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A wAmmCOMMA a$0wRYmomemM1y SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION COMS MW IM MOM ara IM O=WK ~`nuAWftW aMmw REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES - - - - - EXISTING 50' RIGHT OF WAY
- - FIELD LOCATED TOP OF BANK

I
LANI}SCAI'ING•PLANTL'vG STAN?AR?S NOTES (REFERENCE? FROM TOWN OF STALLL'VG5 ZDA~VG DR?LAtANCE
SECTION 152.108}: NOTES: II ~ ~ I ~ V ~mw
1. ALL NEW PLANT MATERIAL SHALL BE OF GOOD QUALITY, INSTALLED IN A MANNER TD MEET THE STANDRRDS SE7 FORTH IN THE + AMERICAN STANDARD FOR NURSERY STOCK BY THE AM£RK:AN ASSOCIATION flF NURSERYMEN.
t• REMOVE WIRE ANA NYLON TW1NE FRONT BALL AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER ` ' 2 ALL TREES SHALL BE PROPERLY GUYED OR STAKED AND MULCHED {3 - 4 INCH LAYER) IN ADCORDANCE Nli11 ACCEPTED PRACTICES INSTALLAl10N. SP CIN VARI
IN THE LANDSCAPE INDUSTRY, TO PREVENT 'MNOS FROM LOOSENING THE ROOTS 3. STAKING 15 REQUIRED FOR ALi TREES 3N R.O.W. OR UPON SEE LANDSCAPE PLAN I NOTES: - -
REQUEST DF ARBORIST. - -
3. THE OWNER OF THE PROPERTY ES RESPONSIBLE FOR THE CONTINUED PROPER MAINTENANCE OF Ail REQUIRED LANDSCAPING, AND 4. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A ~jr"~ > SCARIFY Roor.MASS of • , CONTAINERIZED PLANT MATERIAL TPP. C~LPR r„ S
P R A OR Y P RAMC . A L DEAD OR UNW£A THY PLANT LEGAL MANNER. LANDSCAPING AREAS, AND SHALL KEE THEM IN PROPE ,NEAT ND pERL AP EA E L L I ( MATERIALS MALL BE REPLACED WITHIN 180 DAYS, IN NO INSTRNC£ Wk.L THE TOWN ~ STAGJNGS BE RESPONSBLE FOR THE 5. RESEED UNMULCHED, DISTURBED AREAS. 2. INSTALL CONTAINERIZED PLANTS AT
MAINTENANCE OF ANY VEGETATION UNLESS SUCH VEGETATION IS LOCATED WETHIN A PUBLIC ISGHT OF WAY OF A TOWN s/a' tnwH stRAa >F1EA Boll. DII,MEiFIt FINSHED GRADE 4' LAYER OF APPR04ED
MAINTAINED STREET OR I5 LOCATED ON PROPERTY OWNED BY THE TO'MJ. I 5uP vatH 9wor. 6' URGER TWFN rREE OIAMErER MULCW 3. TAMP PLANTING MIX FIRMLY
j RDDT Ct04R1 TD Iflp1 BALI. aw~1t ~ A5 PIT 1S F1LLEp AROUND I EACH PLANT BALL m~;,. ~ { ~ ~ ~ ~ 1 ~ E ~
4. AT INSTALLATION, ALL TREES SHALL HAVE A MINIMUM WEIGHT OF B FEET, AND A MINIMUM OALIPER t1F 2 INCHES FOR SENGLE 51EM i ~ At FlH€sH GRADE NULCH AwAr FRON ~ OAS D mu~c,• to r ~ soe. LRlE I 4' {'r. ??'-t~~,mm. zc'~ s ..~k".:.~a: .bps:'.",.t:'r±- i gg 'M:., ~4•.i"`t::mrA ~ s... f 'gym. BALL 9W.tk"CER .,.'.iAIN.i " w :"v',,: ~'`;..-v=r~.-'^~ vX}"~",': ' 4. OMET COLLAR AROUND EACW SHRUB •q'.I.n"P' = •is~• .ae.. a~. ~ ^m`•n..;~vrH~
1REES. FOR MULTI-STEM TREES, ALL TREES SHOULD HAVE BETWEEN 3 AND 5 STEMS AT INSTALLATION. Loa of 4• HIGH / 8' ~17E NNONUN AG BEsUi OU15~E OF RGD18AtL ' NAbpNlN DYER DF NULC#i _ a°~.~,,°.. ~>w',_.m,.•~.~ 5151 Polar Tent Road s WHEN IRRIGATION SYSTEM f5 PRE5Et~T. `N TRENCH AROUNn 4~~'~"",' ~ r>:s'w~";,
1' NAXINUM OF SOIL 5. ALL REQUIREA SMALL AND LARGE MATURING TREES AND SHRUBS MUST BE SELECTED FROM THE APPROVED LIST OF SPECIES FOUND oOVERUaG ACCEaTABIE - Suite 130 5. SOAK EAOH PLANT BALL AND ENTIRE PLRNI1NG BFA /
3 - t"x2 K18' NAW RAKES IN THE TOWN OF STALLiNGS APPROVED SPECIES LEST, SPECIES NOT INq.UDED ON THIS LIST MAY B£ APPROVED BY THE I ~ s HDLS NA£CEPfABLE colt PIT iMMEDiATELY AFTER Eac~ of CO11C0!'d, NC 28027 CDYERIHG IN57ALLATI4N. PLANTING BED LANT A~Ix EACH PLANTIBALL TO
I ORIY47 IN ilNE N M STRAP I ZONING ADMINISTRATOR OR HIS/HER DESIGNEE ON A CASE BY CASE BA51S ONLY THOSE 3NDECAT1T1 AS SUCH MAY BE USED AS EwAUr SAACW ARGip1p TREE r~Hlsw G1LNE I H0.1tJRAl soli i ~ I MINIAnZE SETTLEMENT Civil Si#e Design
STREET TREES. ~ _ - ;.7'° «„4 ~ r DAOwN ~ TYPICAL PLANTJNG_ BED_ DETAIL Low Impact Development
TcaowN I Small-Scale Building Design
6. EXI531NG AND PROPOSED TREES U~D TO COMPLY WITH THIS CHAPTER SHALL NOT' BE S#~IEARED, TOPPED, OR DIShTGURED BY I ;;5;.' I ' IMPROPER PRUNING. TREES SHALL BE ALLOWED r0 GROW TO THEIR NATURAL HEIGHT ANO FORM. ~Q1'E r~ E sal. ~ ~ 1 cRDWN w~oHT IN IHCHES Telephone; 704.573.1821
FRGN Roor otow>a I i i I ELNIAL4 MEDIAN ~r~EREO Facsimile: 704.248.7951 ~ WD1H P! FEET
RENO++E TDP tYs BURIAP H°muR~o sou. ~ ACCEPTABLE C©NDITION LAN?SCAriTNG-PLANTWG ?ESIGN REQt1IREw1E~~'S (REFERENCED FROM TOWN OF ST.4r.LINGS 7A1~~vG AwD Aar HAres/~rHS, Erc, 1 UNACCEPTAB l1NACCEPTABLE CONDITION I T°'z• Max' FlNAL o e a I { ~GRRDE
RWT eA~ aA ts' OR?IK_ANCE SECTION 15Z,1U8): ~14VE TCf' 1/9 OF VdRE VARIES I . E 1
~QF PLANT MATERIAL: 1 e~•r PRE~11r j NOTE. I A ROOT CFAUR EKCAVATION FOR ALT. TREES SPECIFlED I 10' CE%1 0 0 o CJEd~5: I 1 TREES SPECIFlED 10' tEYG7 EkIST1NG
` 1. DEq UOUS THE S IN BUFFERYARDS THIRTY 30 FEET IN WIDTH OR LESS MAY BE EITHER MEDIUM OR LARGE VARIETIES A5 RAfSE per eoTmN ro SET Root cROxtt ~ WILL BE DONE 8r THE ORY ARBORISI' TO ENSURE THAT ST Ta ENSURE THAT GRADE EflUAL 5PAClNG EDGE OF
D E ( ) j Ar ~E ~ ~a~• ~ uNOER ~ TREES WERE NO7 puNTEU/GROWYF 700 ~EPCY AT SOURCE DESCRIBED 1N 152,108.7, PROVIDED, HOWEVER, AT LEAST flNE-HALF OF THE REQUIRED TREES SHALL BE LARGE VARIETY. DECIDUOUS ; I (NURSERI'). LANOSOdPE OONTRACTOR SWQ,L HAVE SUPPLER i0D DEEPLY AT SaURCE ! BETWEEN ALL PLANTS BP~NTING ' Iii( '
MRRK GROUt&1 LEVEL UNE ABWE ROOT BALL IF Cltt ARBC TREES IN BUFFERYARDS OF GREATER MAN THIRTY (30) FEET IN WIDTH SHALL BE LARGE VARIETY TREES. SUGGESTED PLANT _ OETERMINE5 THAT E I5 Et9 SOIL 09ER THE ROO ALT. TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK {ANSI 260.1 2004) AaT BALL~I~F r~TY ARe~lsr ~ TYPICAL BED CROWNING TYPICAL.. PLANTING BED PLA„~ ' nrt son. t19ER THE RDOT ' ~
MATERIALS ARE LISTED IN 152.1D8.7, I, x092 EXAI.4PLE: GILDER Nt7GHT (RANGE) MAx HEIgiT NIN• R0o7 GALL OIA. MIN. ROOT BALL DEPTH i CROWN, 7FRESf TREES 1410. EIE REJEOTEO. I 2' 12-14' t6` 24' t6' I Saco. ; ~ p ~~,SSI j • ~y~~i
3' t4-18' t6' 32" 21" I G ;
2 ALL DECIDUOUS TREES USED FOR BUFFERYARD Sg3EENING MUST BE A MINIMUM OF EIGHT (8) FEET IN HEIGHT AT INSTALLATION i ROT CR WN PTH D AI 0 0 AE S Ef L 3 DETAIL l SHRUB PLANTING DETAIL ~ 03206
AND SHALL BE AT LEAST TWO (2) fNCHES EN DIAMETER MEASURED SIX (6) INCHES ABOVE GROUND LEVEL i ~ SCALE: N.T.S. REF: MCLDS 570. 0.09 3 TREE PLANTING DEFAIL 5T0. X40.09] SCALE: N.T.S. [REF: ~ICLDS STD. X40.01] ~ ~ ~ i~
SCAL : N... M L 5 S 40.1x1 ' ' 3. ALL PRIMARY E~RGREEN PLANTS SHALL BE A MINIMUM DF 51k (6) FEET IN HEIGHT AT TIME OF INSTALLATION UNLESS OQMBINEO I ~~C' a NGINE~
: ~ WITH AN APPROVED EARTHEN BERM, AND MALL BE NOT L£S5 THAN TEN (30) FEET IN HEIGHT AT MATURITY. ~~%i~Q' AS IR ~ 4~~~~~
EXISTING TREE LINE ~
ALL EXISTING VEGETATION NORTHEAST OF THE EXISTING RIPARIAN BUFFER ~ ~ 4, ALL SUPPLEMENTAL EVERGREEN SHRUBS SHALL BE A MINIMUM OF EIGHTEEN (18) INCHES IN HEIGHT AT INSTALLATION, AND SHALL LOCATED AT DRAINAGE mmexa'szc~sm~vsrmsmsxza'fsa ara~'~msu"~'ue'~"¢essa-ttaaassaa~-*~r: ~xecvffi ne~ttsm,~amma~¢a~=xa¢mssac~va~amaac¢m~ceemcaenaurrm vo em re¢BCmexa~p,,,~2 oaq~¢mm mtt ~~'`tr~~l®
SHALL BE USED TO MEET THE GUIDELINES FOR RIPARIAN BUFFER RESTORATION , ~ Go ~ ° m ° I ATTAIN A MINIMUM HEIGHT OF THIRTY-SIX (36~ INCHES, THREE (3) YEARS AFTER INSTALLATION, ` FEATURE TOP QF DANK „mac=~°°° ¢m~ ~ m~~CP
AS SET FORTH BY THE NCDENR ECOSYSTEM ENHANCEMENT PROGRAM N w~waa~~~A~~q~ w~wmwiw mwrl, ~xa~a'~ ~~1~'~~~_~ ~f~[Iilw llwlw~w~ fit. n¢yxpttm~att
SPACING DF PLANT MATE IAL• EXISTING CEN RLINf OF BRANCH '`~'A -.sane ~cet,~._ ~ °smytr ~~Iwi~~ ~ .T C ..m~6^A 1i -sew ".wn ~~.wa ¢x ~m~m1M~'w n-'~~a rq~" nm sy~asas~. m amum sr ~.ep u
1. ALL DEgD110US 1REES SHALL BE INSTALLED 4TH TREE TRUNKS SPACED A MINIMUM DISTANCE CF THIRTY {30) FEET APART AND A ~,,.,,.,..~~+~~¦j1°'~"~"""~~¦ ~ ~=!„~=r~~~w MAXIMUM DISTANCE OF SIXTY (60) FEET APART. I ~ ~ _ ffi5+ C, ~ ~n T T .
USG MIDLAND QUADRANGLE /~,p: ~°aa ' `gym y Al V! ~ T
~ 2 ALL PRIMARY EVERGREEN PLANTS SHALL BE DISTRIBUTED EVENLY ALONG THE LENGTH OF THE BUFFERYARD AND SHAD. BE STAGGERED TOPOGRAPHIC MAP, 1996 m o 0 ~ a~~ ,Ia .o,,,,~ N
WHERE AN11TI£5 PERMIT, PRIMARY EVERGREEN PLANTS SHALL BE INSTALLED WITH TREE TRUNKS SF'ACEO A MINIMUM OF SEVEN T FEET APART m' ~'~4
AND A MAXIMUM OF FkFTEEN (15) FEET FROM OTHER PRIMARY EVERGREEN P'LANT'S AND FROM ANY REOUIREO DECIDUOUS TREE. NOW OR FORMERLY q,a~ ,,r.;~"-. `'`.mow ~ ~ C~~! ~1' +Y~~lay.~1f,~ ,~~Fn gyp Op ~l~N~} ~ ~y d I i i ~ ~ i /~~~I~I 1G.i FIV4~C!ly Y~I~'-r`YUI - - ~ \ r ~ a ~a.ea _-zxuvmes
i1Al CLARK JR. ~ WIFE BRENDA A. 8w~ ~ ID: 08321084 ~ ~ "
3. ALL SUPPLEMENTAL EVERGREEN SHRUBS SHALL BE DI5TRIBUTE6 EVENLY ALONG THE LENGTH OF THE BUFFERYARD AND SHALL BE PROPOSED AREA OF LANDSCAPE ? 9~~• ~ \ ~ - ~ ~
AGGERED WHERE UANTITIES PERMIT. ` MITIGATION = 17 054 SQ. FT. D6: 1157, . G 350 ~ ~ ~ Q ~ ZONING = R-20
STREET AND BUEEERYARD LANDSCAPE RE UIREMENTS ~ Q
• ~ ` ~ REFER TO SHEET C-3.1 ~ ~ ~ ~~'D DRY ©ETENTI~ ~ ~ ` ~
Required Required Bufferyard Required Proposed ,~.9 i ~ e of Larldsca In BUFFER RESTORA~ NHANCMENT PLAN ~ ~ ~ ~ AREA (DDA-; } ~ ~ ~ \ ~ A,r
yp p g Actual Width ( ~ ) , Plantin s Len thlArea Plantin s Plantirl s \ ~ Width $ S ~ ~ FOR ALL PLANTINGS INSIDE OF I~RIAN BUFFER r
~ y
Street Yard 10 ft 10 ft ~ - ~ ~J .
Tees ~ - ` ` ~ T 2 per 100 ft 455 ft 10 10 ~ ~ ~ ~ ~ \ \ i ~ wa : ~ w. ~ ~ s?~..M, ~ ~ ~ ' I J
Shrubs 1 er 4 ft ` ~ ~ \ , ~ ~ rE ~ ~ rw , , ~ rr ~ are ~ ' ww1„ ~ ~ ~ ~ t1..E ~ , ~ ; air ~ ~ I j~ j ~ , i ~~~~L ~ RII ARIY1~ I I A i I~ I I~ 1 3~~ l~ ~ I I~ ~ ~ r r i
p 455 ft 114 114 . NOW OR FOR1viERLY `.~\t, o ' 1 ~ ,
A IAN AD ~ +li+~ll~~~l NORM A. JO 50N CH 111CI:~.S ~ NICO f ~
ID.0832I030 Perimeter Screening 15 ft 15 ft ' \ . OB: 3953, ~G 192 LOT I M6: D, PG 6671 r ~
Trees 9 per 100 ft 395 ft {a} 36 36 zoNING = R-2© # ~ 1 W W m s y610RETENTION y ~ y y y~ ~r l i i ~ 1...
ARSA (BR-2J ~ ~ ~ ` CL. I{ ` y y ~ y 3,748 SQ, FT. ~ y ~ y ~ ~ ~ ~ ~ O Q
Shrubs 20 er 100 ft 395 ft (a} 80 80 ~ ~ ,EXISTING PLANTINGS TO BE USED IN LIEU 1, ~ROP05ED 9, ~62
~ ~ OF ANY PROPOSED PLANTINGS # ,r`` ~ • ~ BLDG.
(AS ~'P OVED BY TOWN OF STALLNGS) ~ ~ ~ ~ , , ~ Bulldulg Yards b ft 6 ft ~
~ I ~ O t
Trees 1 r 0 ft or 1733 s ft ~ pe 3 0 sq q 6 or 0~ ~ i ~
Shrubs 3 per 300 sq ft 1,733 sq ft 18 18 ~
L ~ Q ~
Q / ~ ~ r ~ ~ EXIT PLANTINGS TO BE USED IN LIEU Q-
„w a. Based on tree 'Town of Stallin s Zonitl Ordinance,152.I08, BTaffe and 1en¢ths taken onl to limits of develo ed area. ~ y t g g rY b Y P P/ _ NOW ORFORMERLY • y ~ ~ Q OF ANY PROPOSED PLANTINGS
Z ~ ~ STEVENS MILL i10ME0WNER5 A55OC. ~ ~ ,/.v ~ X ~ ~ ` ~ ~ i F ~ / (AS APPRpVED SY TOWN QF STAI.LNGS)
L ~ ~ ~ 10: 08321091 ~ y w I, Q f~., ~ ~f t ~ ~ ~ ~
D8: 114, PG 49 I ~ D.. -9 ~ ~ - - PARHING LOT LANDSCAPING ItEQUIREiVIENTS I ~ alor~~reNTION = - ~ ~ ~ ~ ~ ~ - - r ~Q
~ v7 ' ~ Based un Tuwn of Stallings 7,~ning Ordinance, 152.108 ~ ~ 1,3D6 rr.. _ - ~ - _ ; . 3O OAK ;l
y ~ W a ~ --_.~F` lQ-
Provide 1 evergreen or deciduous12,500 sq. 8. of motor vehicle surface area; 25,554 sq. ft, of motar vehicle surfacearea ~ y y / ; _
' Trees Required: 25,598 sq. ft, !(1 tree per 2,500 sq, R.) =10.24 or 11 trees ~ , ~ t 5 PKG. Trees Provided: 11(tnDludes existinb (2) 24 oaks, (1) 30 oak, and (I) 48 oak,) BO ~ ~ ~ ~ ~ ~ I lAN SP ` . SAN
rw i SPA ES ~ ~ , ~ ~ 1 1' Pro~ecE Nur~ber; 17-~~4-033
, ~ ~
~ rl ~ NE3W OR FORMERLY pie; I 0-f i -?010
TREE PRESERVATION RE UIREMENTS - _ ~ ~ ~ _ ~ ~ ~ . ~ _ ~ l~G K~ ~ ~ • ~ ~ ~ • ' CORY A~IAZ I10N~'CUTT
i ~ "ems, r 1 ~ ~ 7" ~ Based on Town of Stallin s Zonin Ordinance 152.108 _ ~ ES g ~ ~A ES; ~ ID. 08324001 ©rawr 6 : JLM
Provide a miniiTauml of 5 % tree save area, as a percentage of total area for this parcel. , ~ , ~ 24 K T" ; ~ ~ PK - D6: 1398, PG I B I y ZONING = ~-20
Pro osed tree savearea = 372 533 s . fl. ~ _ s _ 24 OAK _ S ~C ~ ~ ~ GheckedBy: NP.I'
Total area for arcel = 471323 s . ft. - I ~ ~ ST~~
f Revle~ons.
Tree save area as a percentage of total parcel area - 79.0 /D ~ ti $
s, ~r _ ` 48" OAK ~ as~l~izolo Orl Ina1 Oubmittal ~ ~ ~ log! uzola Per NGD~NR
~ ~ . .
~ ~
a'
PLANT LEGEND . - -sa~ ~
_ N PR ED PLANTIN SHALL BE FROM THE TOWN OF STALLINGS ZO ING ~ ~ ~ ~ ALL 4POS GS ~ ~ (
INAN~~ssE 152.108.7 UGGE TED PLANT MATERIALS LIST} ~ ~ ORD l~ , f, S ~ '~1 't ~ ~ ~ ore by - _ _ _ _
.,tom ~ ~ ~ ma ~ 4eo ~ _ _ ® w,~ % ` Sheet Title:
~ ~ rk V 1 _ ~ 1 _
N fir. ~ `tip ~ 1 1 9 a \ r~.~.~~ ~ n~~ - ,.5 / ~ - _
. f ~ ~
T-OF-Wq~ - _ "
-
SHRUB LARGE MATURING DECIDUOUS TREE '
1 O X7O SIGHT TRIANGLES PER N.C•D.O.T, _ ----_-__~o~ R,Ww~__-_ _ PLAN
G.C. TO ENSURE THERE IS NO CONFLICT
t ~ WITH PROPOSED PLANTINGS AND EXISTING 10'X7©' SIGHT TRIANGLES _ - - '
OVERHEAD UTILITIES PRIOR TO PLANTING 60 FT SHADE RAIaIUS PER N,C.D.O.T. . .
LARGE MATURING EVERGREEN TREE
LEGEND
R~~nI~F vnll nlr. ~T(~P r~l I Tug nlr nnl~'_ral I r~-nl-rF~ oT nneniun cnn~ r d ~
i,,,, v ~ v.. v W • v. ~r_ ~ Irv v,r.. yr vi..ir ~i+ n i v ursnrni%., aA~nLC ~)UbJLUI FKUftKIY UUUNUAKY
30 - - - - - - - - - ADJACENT PROPERTY LINE 30 0 15 3o so o- ? EXISTING FENCE LINE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATON FOR THIS PROPERTY AND AM NM ® o `*=WfleOWRM ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING I T'S THE LAW. STOP d - - - - - - - - - - -w - EXISTING 60' RIGHT OF WAY
ro ~~~°P`A SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A p tFAM= MOWN& 5 Z"MU"DOM. My SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMA110N 7 - - ~--w•-~- FIELD LOCATED TOP OF BANK
~ n AFMIM If REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

F3U£"F"ER~STURATI©NI~HA.1'CEMF.r€"~'PI,ADi1V07E8:
SITE PREPARATION PENNISETUM GLAUCf1M (BR~WN,TQ~,Q„R,,,,,pE,RL MILLETI PLANTING PRACTICES ~ ~ ~ ~ ~ V
THE RESTORATION/ENHANCEMENT PLAN SHOULD ADDRESS THEE ITEMS REGARDING PREPARATION OF THE SITE FOR PLANTING: THIS FAST-GROWING, Rt~3UST, ANNUAL GRASS EXHIBITS GOOD DROUGHT TOLERANCE WHICH MAKES THIS SPECES AN IMPORTANT WARM SEASON WHEN PLANTING SEEQLING5,IT 15 HELPFUL TO MARK THE PLANTS WITH COLORED FLAGGING TO MAKE THEM EASIER TO LOCATE DURING MAINTENANCE
OPT€DN FOR 501E STABILIZATION. -PLOW OR RIP SITE TO IMPROVE COMPACTED SOIL ANO/OR EUM€NATE AREAS WHERE CHANNEUZEO FLOW HAS DEVELOPED. TASKS, TWE FLAGGING CAN ALSO BE COLOR-CODED TO MARK PLANTS THAT HAVE DIED FOR REPLACEMENT AT A LATER DATE. TREE PROTECTORS ARE _
-CONTROL OF 50D-FORMING GRASSES SUCH AS FESCUE ANO KENTUCKY BLUEGRASS THAT WILL OOMPETE WITH PLANTINGS FOR NUTRIENTS. pljglp,R~$ ~QRUNDINAGEA (REED CANARYGRASSI ALSO HELPFUL FOR LOCATING PLANTS. TREE SEEDLINGS SHOULD BE KEPT MOIST AND SHOULD NOT BE EXPOSED FOR EXTENDED PERIODS OF 1TME. A
-CONTROL OF INVA5IVE, EXOTIC PLANTS THAT WOULD RENDER THE RE-ESTABLISHMENT OF WOODY VEGETATION. PROP45At5 FOR REST1gDE A NATIVE TO NORTH CAROLINA, THIS PERENNIAL COOL SEA50N GRASS IS USED FOR TH£ STABILIZATION OF POND SHORELINES, DRAINAGE DITCHES, CORRECTLY PLANTED TREE SWOULQ WRVS THE FOLLOWING GENERAL CHARACTERISTICS: _
U5E SHOULD ALWAYS ~ REVIEWED BY THE NORTH CAROLINA DIMS€O~J OF WATER QUALITY STAFF TO INSURE COMpL€ANCE WITH THE AND STREAMBANKS IN THE MOUNTAINS AND WESTERN PIEDMONT. IT IS E5TA81JSHE0 BY PLANTING FRESHLY CUT STEM SUPS OR RHIZOME FRAGMENTS, -PLANTED SO THAT THE ROOT COLLAR IS SLIGHTLY BELOW THE SOIL SURFACE. ~ -
NEUSE AND TAR-PAMUGO RIPARIAN BUFFER RULES. PLEASE NOTE THAT TH15 5PEgES IS AGGRESSIVE AND FORMS LARGE MONOTYPIC STANDS THAT OISPLA!`E OTHER SPECIES. IT SHOULD ONLY BE USED -WAVE THE MAIN RO0T5 NEARLY STRAIGHT OR SPREAD OUT. '
1F NO OTHER SPECIES ARE AVAILABLE, COMMON INVASiVE_EXOTIC PLANTS W NORTH. CAROLINA COMMON INVASIVE EXOTIC PLANTS IN NORTH CAROLINA -HAVE SOIL FIRM AROUND THE ROOTS. '
AILANTHUS ALTISSIMA (TREE-OF-HEAVEN} LONISERA JAPQNICA (JAPANESE HONEYSUCKLE) SEC/y~~ ~'~R~+~E..(4MNTER RYE OR RYE GRAINY -HAVE THE TREE IN AN UPRIGWT POSTION AND HAVE k7 NEARLY EVEN WITH THE GENERAL GROUND LEVEL, NOT SUNK IN A HOLE OR RAISED ON A MCUND,
AL8IZIA JUUBRISSIN (MIMOSA} MlCR65TEGIUM VIMINEUM (JAPANESE GRASS) WINTER RYE I5 A COLD-HARDY ANNUAL GRASS THAT IWLt GERMINATE ANO GROW AT tOw TEMPERATURES. BY MATURING EARLY, IT OFFERS LESS PLEASE NOTE TWAT THE NEUSE AND TAR-PAMLICO RIPARIAN BUF~R RULES ALLOW FOR A ONE TTME FERTILIZER APPLICATION TO ESTABLISH NEWLY ~ ~ ~
ELAEAGNUS UMBELLA7A (AUTUMN DUVE} PAULOWNIA TOMEN705A (PRINCESS TREE} COMPETiT10N DURING THE LATE SPRING, A CRITICAL TIME iN THE ESTABLISHMENT OF PERENN€AL SPECIES, WINTER RYE GERMINATES QUICKLY PLANTED VEGETATION. ONGOING fERT1LIZER APPLICATION IS PROWIBIIED E!Y THESE RULES. ~ ~ ~ ~ ~ ~ '
HEDERA HELIX (ENGLISH IVY) PUERARIA LOBATA (KUDZU) AND I5 TOLERANT OF POOR SOILS.
: LESPEDEZA CUNEATA (KOREAN OR SERiCEA LESPEDEZA) R05A MULTiFLORA (MULTIFLORA ROSE) ~,,,RI„AN BUFFER MAINTENANCEJ~~J~ pQ~1IQl' TEnt ROOd '
LIGUSTRUM SHJENSE (CHINESE PRIVET) WISTERIA SINENSIS (CHINESE WISTERIA} SORGHUM 81COLDR fSUDANGRASSI CONTROL Of GRASSES AND FORKS SuIt2 ~I3O
DNLY THE 5MAU.-STEMMED VARIETIES OF TH15 ANNUAL WARM SEASON GRA55 SHOULD BE USED. SUDANGRASS 15 USEFUL FOR TEMPORARY SEEDING, IN THE EARLY STAGS QF RIPARIAN BUFFER ESTABLISHMENT, COMPETITION FOR NUTRIENTS 8Y ADJACENT GASSES AND FORKS WILL SUBSTANTIALLY Concord, NC 28027
-STABILIZE AREAS OF BARE SOIL. REFER TO THE FOU.OWING UST FDR SPECIES DF GRASSES/SEDGE APPROPRIATE FOR 5Q1L STABILIZATION, ANR IT IS ADAPTED TD SgLS RELATIVELY HIGH EN CLAY CONTENT. SEED FOR COMMON SUOANGRASS ES N07 ALWAYS AVAILABLE, BUT OTHER INHIFIiT SEEDIJNG GROWTH, RELEASE FROM HERBACEOUS COMPETITION WAS BEEN DEMONSTRATED AS THE MOST COST-EFFECTIVE METHOD TO CIV(I SItE: ~E81gFT ACCELERATE THE GROWTW OF SEEDLINGS. TWE PLAN FOR BUFFER ESTABIJSHMENT MUST INCORPORATE CONTROL OF THE HERBACEOUS LAYER. ~,pW ~n'1~OC~ DeVelOprnent
THE AJORITY OF THESE 5PEGES ARE BY NE 51TY N07 NATIVE TO NORTH CAROLINA. T PRESENT THERE ARE ONLY A FEW SPECIES OF SMALL-STEMMED TYPES MAY BE U5E0, 5Uq'I A5 THE HYBRID TRUOAN, THE COAfiSE-STEMMED 50RGHUM-SUDANGRASS HYBRIDS ARE NDT M CE5 A , OPTIONS FOR WEED CONTROL INCLUDE FOUR TO 51X INCHES Of WELL.-AGED HAROWD00 MULCH, WEED CONTROL FABRICS, 0R PRE-EMERGENT
NATIVE GRASS USEFUL FOR EROSION CONTROL THRT ARE GOMMERGALLY AVAILABLE, PLEASE NOTE THAT FESCUE GRASSES SHOULD NOT APPROPRIATE FDR EROSION CONTROL BE USED FDR SOIL STABILIZATION. FESCUE GRASSES, PRRI1CULARLY TALL FESCUE, ARE COMPEi111VE AND NflLL INHIBIT THE EVENTUAL HERBICIDE. TYPICALLY, MOWING TO CONTROL WEEDS WILL BE IMPRACTICAL BASED DN THE RANDOM DISTRIBUTION DF PLANTINGS. WEER SrTTO~~-'SCO~C BLII~dICTg D8S1911
RE-ESTABLISHMENT 4F NATIVE SPECIES. PLANT SIZE CONTROL SHOULD BE CONTINUED FOR THREE YEARS FROM TWE TIME OF PLANTING.
IN MANY CASES, THE M05T COST EFFECTIVE AND SUCCESSFUL SIZE PLANT MATERlALiS BARE ROOT SEEDLINGS. 50ME SPECIES SUCH A5 THE Telephone; 704.573.1621
AGROSTiS ALGA (REDTDPI HICKORIES DO POORLY AS BARE ROOT SEEDLINGS RND WILL BE MUGH MORE SUCCESSFUL AS CONTAINERIZED SEEDUNG5.IN EITHER CAS, AREAS OF CONCENTRATED FLOW Facsimile: 704.248,7951 DUR#NG THE REQUIRED FIVE YEAR MONITORING PERIOD, THE RIPARIAN BUFFER SWOULD BE {NSPECTk~T FOR EVIDENCE OF CONCENTRATED FLOW,
FOUND IN FIELAS, PASTURES, ROADSIDES, AND OTHER D15TURBED PLACES THROUGHOUT NORTH CAROLINA, TREE SHELTERS SHOUL6 BE USED TO ACCELERATE GROWTH AND INCREASE SURVIVABILITY OF SEEDLINGS. IN ADDITION, MANAGEMENT OF N COMPETING VEGETATION AFTER PLANTING IS EASIER, MOWING AND WEED WACKER STRIKES ARE PREVENTED, HERBICIDES ARE LSOLATED If CONCENTRATED FLOW HA5 BEGUN T'0 FORM, A IEVEL SPREADER OR OTHER $E5T MANAGEMENT PRACTICE SHOULD BE INSTALLED TO DIFFUSE 5eaI5:
THIS NATIVE WARM SEASON GRASS SHOULD BE USED SPARINGLY F~ EROSION CONTROL AND SOIL STABIUZATID , FROM TRUNK CONTACT, AND GRRZING BY DEER ARE RESTRICTED. THE USE 4F TREE SHELTERS MAY ONtY BE PRACTICAL FROM AN ECONOMIC THE FLOW BEFORE 1T ENTERS THE RESTORED RIPARIAN BUFFER.
T STANDPOINT FOR MOR£ EXPENSIVE SEEDLINGS DF SPECIES DIFFICULT 7O ESTABLISH, SUCH AS REO OAK. REDUCTIONS IN MAINTENANCE COSTS CARER STRIC A (SEDGE) F ~ r' h,~o
P NT AND INCREASED SEEDLING VIGOR ASSDGATED WITH TREE SHELTERS SUGGEST THAT TREE ~iELTER PLANTINGS MAY BE A MORE COST-EFFECTIVE THIS SEDGE OCCURS NATURALLY IN MARSHES AND LOW MEADOWS THROUGHOUT THE MOUNTAINS AND NORTHERN IEOMO APPROACH THAN PLANTING UNPROTECTED LARGER MATERIAL, IN URBAN OR OTHER HIGH VISIBILITY AREAS, SOME SPECIMEN 1REES AND A R ~°I
AND COASTAL PLAIN OF NORTH CAROLINA. THIS SPEgES HAS UTILITY IN A MIX FOR 501E STABILIZATION IN MOIST AREAS SHRUBS SHOULD BEiNCORPORATEO INTO THE PLANTING PLAN FOR pROJEGTSIMPLEMENTED BY THE EE?. WHEN LIVE STAKES OR DORMANT
CUTTINGS ARE INCORpORATEO IN A PLANTING PLAN, CHOOSE DNLY THE PRENDUS SEASON'S GROWTH. LIVE STAKES 5HOU16 TYPICALLY BE r-
DACTYllS GLOMERATA,(DRCHARDGRASS)
THIS PERENNIA COOL SEASON BUNCHGRASS IS A GOOD ALTERNATIVE TO FESCUE BECAUSE IT IS LESS COMPEi1T1VE AND APPROXIMATELY ?INCH IN DIAMETER ANO THREE FEET LONG, AND DORMANT GUT'fINGS SHOULD BE APPRDXIMATELY'~ INCH IN L, DIAMETER AND TYdO FEET LONG. ALLOWS NATIVE HERBS T4 COLONIC THE SITE. PLANT LEGEND ' - 032QC6
{ALL PROPOSED PLANTINGS SHALL BE FROM THE APPROVED PLANT SPECIES ~ ca'~~r;
$UPPUEgS QF„~(y;~ly~',p~,ANT MATERIAL HORDEUM SPP, RLEY) LIST IN NCDENR'S GUIITELINES FOR RIPARIAN BUFFER RESTORATION} ~''~c'~'p~G I pP`~~ ii, ~AS R. ti~~~~
LOCAL NURSERIES ARE THE BEST OPTION !N ACQUIRING PLANTS THAT WILL BE SUCCESSFUL PLANTS GROWN FROM SEEDS OR CUTTINGS A NUMBER OF SPECIES OF BARLEY CAN BE USED FOR 5Q1L STABILIZATIQN. BARLEY IS A COOL SEASON, ANNUAL GRASS THAT WHEN ~+Ikil~l+~~~
MOISTURE IS AVAILABLE WILL GERMINATE IN THE FALL, STAY GREEN DURING THE WINTER, AND THEN DIE IN THE SPRING AS COMPETITION COLLECTED CLOSE TO THE RESTORATION AREA WiLL BE THE MOST LIKELY TO SURVIVE ANO REPRODUCE. a
FOR WARM SEASON PLANTS INCREASES. 0
THE PLANTING PLAN SHOULD INDICATE THAT TREES AND SHRUBS WILL BE PLANTED iN A RANDOM PATTERN. FOR INEXPERIENCED PLANTING PANICUM CLANDESTINUM (DEER TONGUE) o a
CREWS, PRE-tABELE6 FLAGGED W9RE5 CAN BE USED T4 MARK THE RANDOM LOCATION OF PLANTINGS. THESE FLAGS CAN ALSO BE COLQR THIS NATIVE, PERENNIAL, WARM SEASON BUNDHGRASS CAN BE USED IN MD157 !OW WOODS PRIMARILY iN THE PIEDMONT AND MOUNTAINS.
CODED FOR EACH PARTICULAR SPECIES. VARIOUS COLORS DF SPRAY PAINT CAN ALSO BE USED TO OIFFERENTiAIE SPECIES. {SHRUBS) COMMON ALgER
PANICUM SPP. ~pANIC CRASSEST (SMALL TREES) WINGEq SUMAC
A NUMBER DF SPECIES OF PANIC GRASSES CAN BE USED FOR SOIL STABILIZATION DEPENDING ON THE MQISTURE REGIME AND SOILS OF THE STE. EASTERN REgBUD HIGHBUSH BLUEBERRY AMERICAN HOLLY (MEgIUM TO LARGE TREES)
SWAMP WILLOW SOUTHERN SUGAR MAPLE
PANICUM VIRGA) J~(~SWITCHGRA55) RIVER BIRCH
THIS NATIVE, PERENNIAL, WARM SEA56N BUNCHGRASS CAN TOLERATE A wiDE RANGE OF MQISTURE REGfMES.IT CAN BE USED ALONG STREAMS, IN WET OR ORY WOODS, BRACKISH AND FRESHWATER MARSHES, SLOUGHS, SWALE5, AND LOW RINELANDS PRIMARILY IN THE EASTERN SHAGBARK HICKORY
PIEDMONT AND COASTAL PLAIN.
RIPARIAN BUFFER RESTORATIONIENHANCEMENT PLANTING CHART
Type of Planting Proposed. Impact Multiplier Planting Required Proposed ~ ~ Density Plantings Plantings
Tree 3,538 Sq. p't. 3 320143,560 Sq, Ft, 78 $0 ~ Q ~
ALL EXiSTIN VE E A ~ G G T TION NORTHEAST OF THE EXISTING RIPARIAN BUFFER Shrub 3,9$9 Sq. lit. 3 1,204143,560 Sq, Ft. 3?3 321 ~ ~ ~ ?
SHALL BE USED TO MEET THE GUIDELINES FOR RIPARIAN BUFFER RESTORATION Total 7,527 Sq. Ft. 401 407 ~ ~ ~ ~ ~
~ ASSET FORTH BY THE NCDENR ECOSYSTEM ENHANCEMENT PROGRAM
~f a a. Required number ofplan>~ngs based on NCDBNR's Guidelines for Riparian Buffer Restoration ~ ~ ~ ~ ~~z
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s~tda~b'~GSs I P aa~a~Eg~~ REFER TO SHEET C-3.D (LANDSCAP NG LAN} as ~ ~ z =
7,zg'3a~~~. FOR TREE PLANTING, SHRUB PLANTING, AND saa~~.aa aao-ss>~% ~afia~
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AREA (i3R-~) AREA (BR-~) ~ ~ I I~ I I~ I I~ I~ k r~ I I Sheet Title:
' v, y y .y ~ t ~ s .748 5Q, y ~ ~ Ir`r y,
4 ~ 3;748 5Q. Fl . , PROP05ED 9 ~~z L
ti„ i r~ ~ #
~ f J" . BLDG . ~ ~ , , ~ y i y y ~ y ~ y ~ BUFFER
,i Ik i - , ¦iI IiIrrll~li~li~ii¦ ~ U ~
~ ~ ~ RESTQRATIQNI ~ u ~ , , ~ y
~ ~ Q _ _ ~ ~
~ , _ r v J i. v ~ EHANCEMENT ~u!
~ ,I r-, v . ~ PLAN
? ~
Q I ~j i'~
\ Sheet No:
Trey' LEGENC LEGEND
DCCf1flC Vt131 nlr ~ € 1 7~ 1~A1 3 TL3C Al/'~ (1~IC I~AI I f•CAITC? AT 01~ a
uLl VR- Vu VIV \l E V I 4/ LL i 1L IVW ViVC tPSLL lUVICR Y11 VII.
SUBJECT PROPERTY BOUNDARY GRAPHIC SCALE - - - - - ADJACENT PROPERTY LINE
REFERENCE. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND IT'S THE LAW. =Zlmm 0JrAUCr"` uzornKmmMC ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYNG STOP EXISTING FENCE LINE 20 0 10 20 40
~„ft„ wmmm„ SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - - - wAN"ac+mataaocaPrg"suav SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION - - - EXISTING 60' RIGHT OF WAY C~3. - - - FIELD LOCATED TOP OF BANK
4 ANWAM ~ REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

GENERRL PRE-GDNSTRUCTION NOTES; AMfC~~.
1, CONTACT THE UTILITY COMPANY TO RELODATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILIT1ES WHICH CONFLICT WITH
!THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
2. SURVEYOR TD VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND
' OONSTRUCTION WITHIN R MAINTAINED RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDOT AND THE TOWN OF
STALLiNGS GUIDELINES (THE MOST SYRINGE T SHALL APPLY).
11. TH Xi G M -M P SH 8E DRAINED PER THE INSTRUCTIONS ON THIS SHEET, ~.~~1
~ ~ 1 PQND DRAINAGE INSTRUDTIDNS:
ENGINEERING
STS ~I`" AL AREA OF SKIMMER OUTFLOW. 5151 Poplar Teat Road
Suite 1 ~0
2, CONSTRUCT SKIMMER SYSTEM PER THE DI=TAIL ON SHEET 5/11. THE SKIMMER WAS DESIGNED TO DRAW DOWN TWE Concord, NC 28027
POND TO AN ELEVAT10N OF 675 WITHIN A PERIOD OF 7-DAYS. ' _ - ; ~ - Civil Site Design
Low Impact Development
3. INSTALL THE SKIMMER. CARE SHALL BE TAKEN TO ENSURE THAT THE TRENCH EXCAVATED FOR THE SKIMMER ARM - - _ _ - - Small-Saale Building Design
ASSEMBLY IS MINfMAL WITH REGARDS TO DEPTH AND WfO1H, THE TRENCH SHALL BE EXCAVATED TO A DEPTH ONLY ~ ' _ ~ Telephone: [phone]
NECESSARY TO PROVIDE POSfTIVE DRAINAGE. THE TRENCH SHALL BE EXCAVATED BY HAND OR BY A SMALL RUBBER ~ ~ _ _ _ _ - - ~ Facsimile: 704.248.7951
'TRACK EXOAVATOR. ~ _ ~~__._..W~_ r,
\ ~ ° ~ - ` Seale:
4. PROVIDE A SMALL RIPRAP AREA AT THE DOWNSTREAM END DF THE SKIMMER. THE RIPRAP AREA SHALL BE A \ ~ _,~a~AT~DARD SILT FENCE _ - CONCRETE WINGWALL
MINIMUM OF 3-FEET WIDE AND 8-FEET LONG WITH A MEDIAN STONE SIZE OF 4-INCHES. THE RIPRAP AREA SHALL BE \ ~ ~ (SEE DETAIL ON SHEEP 0-4:2 (SEE DETAIL 4/12) I`v;J,
!CONSTRUCTED PER THE DETAIL DN SHEET 2 11. RaV~+:¢.. ae~lnn.m~paJd%mana~o.9affis+aa a.^_rPP~v¢s~eGw~ta Y~OZ[OLm~w1'~~Y^5 Gor9 nxaMW.a A»S.«awv ea~awT-vvv~p „
'!5. THERE IS A SMALL AREA AT 1HE SOUTHEAST CORNER OF THE POND THAT THAT IS 2-FEET DEEPER THAN THE 675 ~ _ f~ err _ _ ~ ~ j~~~yc;-~~~ralegaoy~~aassa c+e~p~meaR!~!~°~~e \"~c. ~,a~oa , i ~ ~ `
ELEVATION. THAT AREA SHALL BE PUMPED ONCE THE PROPOSED OUTLET CONTROL STRUCTURE IS CONSTRUCTED PER ~ - - ~ _
PHASE I OF THE EROSION CONTROL PLAN. THE G.G. SHALL PUMP THAT SMALL VOLUME OF WATER DIRECTLY INTO THE i z ' _ ~e~ya~s~.~ acv°n~~'a ~ ~ ~ ~ 1:. v~;:~za x ~tv-~emo °~.~y~' ~„m~a ~ i fi/~° 'A'/,(~ p~ (V g~,/ am~aa gem rsc'~:av7 msa'~s~nwnYV.a~a ~~vxax~.n~`~ss ` sc~.ay ~ ...?~6f~~.\ 'f~,4~(~ • *~~1V ~,•~k`~\~`
/ . ' ~ c ~~it!FY~.~~.~y~~rw~~Dyr P-~~iw rw~'D'~e~ - _ - r w ~Of~9vE665A!vaAC.~'Twp60'a'~~'6Eimtl=°v~Ptt OUTLET CONTROL STRUCTURE. X _ - ,a' ~1~o-~ °„~o'ccrmw sew oarrc~a ~ra~e"A' t-em,: ¢aimavcvv~aaou~av vmv vn ~~'+~m¢.v,~~_v~ \ , ~ ti- .l~ n f7 nt~ \ m~,, a~affin as ?a5 ~r,~~`,
EROSION CONTROL NOTES: i 4~?' , ~ ~
o•i / ~1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LANO DEVELOPMENT STANDARDS MANUAL. ~v% % ° ~ - - ~ - ~ ~ ~ ~ ~ - . - - r ~ ..i ~ ~ .,:.n ~ '`inn ~ ~
e= ~ r ~ ~ ~ ~ ~ ttv nvosscv~ancc~z .~vv ~~~~~e
2. DN-51TE BURIAL PITS REQUIRE AN DN-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINIS TOR. ~ , / i ~ ~ w ~ _ _ . i
_ _ _ ~ ~SKf~iMER STRUCTUf2E SST-~~ ~ ~ ~ ~ ~ - ~ ~ ~
ANY GRA ING BEYOND THE DENUDED LIM TS SHOWN ON THE PLAN 15 A VIOLATION Of THE STATE'S ER0510N CONTROL f~ ~ -r' ~ u"~ ' ~ ~ ~ ~ ~ - REQUIRED Si~It~Iiu1E~R~SI2E = 6-IN. 'J
D k \ ~ ~ - _ ~ RE UIR _ Q ~ _ . P ORDINANCE AND iS SUBJECT TO A FINE. A ~ ' ' - ~ - REQUIRED ORIFICE DIAMETER= ~5.~2-IN. _ ~ ~ ~ ' ----CSEEyDErAIL 5/11 ~ ~ ~
~ - _ s if. ~ yv
i f \ ~ ~ ~ / ~
A, GRADING MORE THAN ONE ACRE 4~THOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATES EROSION , i , % ~ ~ , - - - _ _ _ _ - _ x ~ ~ t i i
CONTROL ORDINANCE AND 15 SUBJECT TO A FINE, \ - - ' i r ~ i i \ i, ,
\ ~ ; i / ~ ` / '
S. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 1 CALENDAR DAYS WHICHEVER IS SHORTER. ~ / ~ ~ , \ f RiPRAP ENERGW ,
'ALL OTHER AREAS 15 WORKING DAYS OR 9D CALENDAR DAYS WHICHEVER IS SHORTER, REFER TO THE EROSION CONTROL r~ , , .i ~'r~ 'DIS`~IPATOR AT BR-2 OUTLET ~ ~
ORDINANCE FDR ADDITIONAL REQUIREMENTS. ~ - ; ' 51Z>r %"4-FT WIDE X 6-FT LONG ~ ~ ,,,_j
jrR~«ii~w~~~~~
6, ADDITIONAL MEASURES TD CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRE~NTATIVE OF NCDENR. _ ~ ~ ~ ~ ~ , ~ ~ " ` ~ " ~ ~ ~ r ~ ~ ~ ~ ~ w ~ ~,w ~ . ~Qo f- , • . ~
~
J)~'.. 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL 5LOPE5 GREATER THAN 1O' REQUIRE ADEQUATE TERRACING MCLDS _ _ '
#30.16]. SLOPES STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER RND MAY REQUIRE STRBfLIZATION. ~ - - - ~ ~ ~
\ ~ , ~ ~ `'0, ~ ~
8, A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS~N T PREVIOUSLY APPROVED, ~ ~ ~
~ ~
~ ~ RMIT R C N TRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED _ ~ i 9, TEMPORARY DRIVEWAY PE FO O S - - ~ r• ~ ~ z r
- PRE-COSNTTTUC110N MEETING. IF APPLICABLE • _ - ~ ~ - ° ~ - ~ - \ ~ ~
\ ;
i ~ r -
OV~R~LL EROSION CONTROL PLAN NARRAI7VE: ~ _ _ - - , ° r~ ft ~ - ~ ~ ~ ~ ~ o~~~
THIS EROSION CONTROL PLAN WA5 DEVELOPED TO MINIMIZE THE CONSTRUCTION IMPACT ON W ~ ~ ~ ~ ~ ~ ~ ~ - v ~ a ~ ~
THE ADJACENT 1 D0-FT RIPARIAN BUFFER. THE 51TE >MLL BE DEVELOPED IN THREE PHASES. _ - - -
,
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE POND 'v ~
SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 PRE-PHASE I ERD510N = - - ° ` ~ ~ ~ ` ,
'CONTROL PLAN . TWE TIME FRAME FOR DRAINING THE POND IS APPROXIMATELY 3 DAYS. - - - ~ ~ ` ` ~ ` . ~ ~ ~ ~ ) ! ~ ~ V \ • ~ ~ Q
_ _ ~ ~ ~w y ~w~ ~ ~ v~,
2. THE FlRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL ; ~ ~ - ~ ~ ~ ~ ~
STRUCTURE. ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675 THE OUTFLOW ` ~ ` _ ~ ~ ~ ~ - - ' ~ ~
CONTROL S1RUCIURE SHALL BE CONSTRUCTED PER SHEET C-4.1 (PHASE I EROSION . ~ ~ - ~ ~ , ~
CONTROL PLAN . FOLLOWING COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO \ ` ~ ? ~ . ~ ° - - ~ ~ ~ , \ ` ~ ~ . ~ r ~
~ ~ _ LAYER5 OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSDCIAT - - rte; / ~ 'V - A u~~, v v v ~
, ' _ , 1 WITH THIS PHASE WILL BE THAT REQUIRED TO "PREPARE" THE EMBANKMENT CONSTRUCTIQN ' \ ~ \ y ~ ~ '
, _ _ _ ~ - _ ,
FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTION OF TWE SKIMMER TRAP WILL BE ` . " - " _ - - , / \ ~ t ~ v ~
, CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND - ti , ti-. ~ • ~ , j
COMPACTED UNDER THE DIRECTION OF A LICENSED GEDTECHNICAL ENGINEER. TIME FRAME ° ~ Protect Humber, ~ i-I 0-033
_ ~ ~ ~ ~ FOR PHASE I (EXCLUDING THE POND DRAINAGE) IS APPROX. 1-3 DAYS. ~ ~ ' ~ ~ ~ ;
~ ~ ~ ~ ^ ~ 4... gate:[, 09-0I -2010
i 3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND • ~ , ' ~ ~ ` ~ ~ , y...r w ' i „M ~ _ _ ~ , ~ _ r` ~ i ~ / "
~ INSPECTED, PHASE II WILL COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE ~ _ _ ° ~ a _ - - ' ~ _ „ ~ _ ~ f ~ Drativn By: dLM f i
• BUILIDNG AND PARKING LOT PADS. MASS GRADING WILL START AT THE HIGH END OF THE ' r ~ f`"
1 ~ SETS, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. TEMPORARY x - ~ ' - - -
. DIVERSION CHANNELS WILL OIREDT SEDIMENT LADEN FLOW TOWARDS 1HE SKIMMER BASIN. _ . ~ -60'Rf _
TIME FRAME FOR PHASE II IS APPROX. 3-5 DAYS. ET SHOULD BE NOIEp THAT THE ` • v -
SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50-YR ' " w _ - - _ ~ - o6i!s~~o~o Ori final Submittal
f STORM. ~ ; ~ _ _ , • ~ osiol~aaio Per NCDENR _
_ - - - ~~o ~D
_ ~sRo 4. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BASINS P~lJBLj~ ~ -,r--•_ _
~ ~IGk~T- C~F~tN AND CURB HAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS _ ` ; ~ ~ ~
~ w. A TRADITIONAL SEDIMENT TRAP THAT WILL BE CONVERTED TO A BIORETEN110N FACILITY ~ ~ ~ - - - ~ ~
~ ~ ` ~ ~ ~ ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE 51TE ~ ' v
~ , D.5-ACRES IMLL PROVIDE SEDIMENT TREATMENT THRU THE USE OF STRAW WATTLES AND ~ ~ %
) = i _ ~ - - Sheet Title:
CATCH BASIN INLET PROTECTION. ~ i~~ '
5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE 1 PRE-PHAS?E
LANDSCAPE DETENTION POND tMLL PROVIDE SECONDARY TREATMENT THRU THE USE OF
'SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. EROSION
CONTROL
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811.
~ PLAN
o
STb~' LEGEND J'
Sheet No: _
SUBJECT PROPERTY BOUNDARY GRAPHIC SCALE - - - - - - - - - ADJACENT PROPERTY LINE
- ~ - - EXISTING GRADE 30 0 15 3o so
~ r~
680 PROPOSED GRADE
- - - FIELD LOCATED TOP OF BANK
f~l, n©an ~oac REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND z~mrteawiam mmw+d taarar ucaamnn ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING WMWO-M aaato".aMCO°mM ~ c-4.o
mouunc ll wnu a m m". rnour rwa wmlr SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A arwoeoamxa.mAa ommumow SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
ODM RM m0la`l`°F` KW TNC ?W[lRmWL Y COMM R K MB, 7AC A ME "Q REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

GENERAL PRE-CONSTRUCTION NOTES: STEEL POST STEEL POST ~ ~ 1
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH 8' MAx. STEEL POST WIRE FENCING 'IRE FENCING STEEL POST 1. A STABILIZED ENTRANCE PAD OF ~ WASHEp STONE DR RAC. ROAD BALLAST SHALL ~ LOCATED VlHERE TRAFFEC WILL ENTER OR LEAVE THE CONSTRUCTION ~T£ DNTD A PUBLIC STREET.
THE IMPROVEMENTS UNDER THE SGDPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. WIRE FENCIN WIRE FENCING _ 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE OONSIRUCTION '
~ FILTER FABRIC LTER FABRIC ~ FILTER FABRIC ENTRANCE f
2. SURVEYOR TO VERIFY RIGHT-OF-WAY LDGATION PRIOR TD CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND WOVEN FILTER ~ ~ F FABRIC T ~ ~ FLOW _ ~ 3. THE ENTRANCE MALL BE MAINTAINED IN A CONDITION WHICH WILL PRE4EHT TRACKING DR FLOWING OF SEDIMENT .LOW a ~ ~5 WASHED STONE DNTD PUBEC STREETS DR EXISTING PAVEMENT. THIS MAY REDUIRE PERIODIC TOP DRESSING WITH AODITtONAL - -
GONSTRUCTION N~THIN A MAINTAINED RIGHT-OF-WAY SHALL BE DONE IN AGGORDANCE WITH THE NCDOT AND THE TOWN 0 0 ~ Q~ ~ 40 - OQ~. ~ ~ x ~ FLOW QQ~, STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT 4F ANY MEASURES USED TD TRAP SEDIMENT.
STALLINGS GUIDELINES (THE MOST STRINGENT SHALL APPLY}. a° I 5 ~~y $4 ~ ~ 9~' 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, DR TRACKED DNTD PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. i
i II ~\y ~ F~~~ S. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. VMEN -
PHASE. (CONST€~U~'~DN~(~1 I~~I~: o WASHING IS REQUIRED, IT SHALL HE DONE IN AN AREA STABIUZED WITH CRUSHED STONE W4iiCN DRAINS INTO AN
~fGR'fS[)IN OSt~ C OL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT N f APPROVED SEDIMENT 9ASIN, I i
AND NATURAL RESOURCES (NDDENR}. DBTA(N SITE PLAN APPROVAL FROM TOWN OF STALLINGS. ~ ANCHOR SKIRT 6" ANCHOR SKIRT 6" MINkMUM fi. GROT MAY REDllIRE A STANDARD GDMMERpAL DRIVEVtAY TO ACCESS THE CONSTRUCTION SITE IF THE DRNEWAY IS I ~ ~ ~ ~ ~ r ~ ANCHOR SKERf DN A THOROUGHFARE rL
IN LIEU DF BURYING Si i ~5 WASHED STONE MAC EU OF BURYING SKIRT, 6" Of 6" MINIMUM 100 FT (MIN) VASHED STONE MAY BE USED PUBUG STREET 5151 Poplar Tent Road
2. SET UP AN DN-SITE PRE--CONSTRUCTION MEETING WITH A REPRESENATTVE FROM NDDENR TO D15CU55 f:RDSiON oVER Tu13NOOwN, GENERAL NOTES: TURNDOWN,
CONTROL MEASURES. FAILURE 70 SCHEDULE SU{~I CONFERENCE 4$ HOURS PRIOR TD ANY LAND DISTURBING 1. ALTER FABRIC FENCE SHALL BE A MINIMUM of 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 uNE WIRES WITH 12" STAY SPACING. e~STIHC GROUND Sulte 130
AGT1VIlIES MAY $E A VIOLATION DF STATE CODE. 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE l5 TO REMNN FDR A PERIOD OF MORE THAN 30 MAINTENANCE NOTE iENRNCE NOTES: WavEN c£oT£xTU.£ I ~ Concord, NC 28027 ~ EQUIVALENT TD MIRAFl sDDx wASH£o sroNE Civil Site Desi n
DAYS. STEEL POSTS SHALL BE 5'-O" IN HEIGHT AND BE DF THE 1. FILTER BARRIERS SHALL BE INSPECTEC 3. SELF_FASTENER ANGLE STEEL TY~. RESPONSIBLE PARTY OR HIS AGENT IN 4LL BE INSPECTED BY THE FINANCIALLY i ~ OR HIS AGENT IMMEDIATELY AFTER EACH 1Q0 FT (MIN) LOW Im~]C1Ct QEV210~7ment
3. INSTALL TREE PROTECTION FENDE, CONSTRUCTION ENTRANCE, 51LT FENCE AND HIGH HAZARD SILT FENDE AS a. wll~ FENCING SHAD. BE AT LEAST #1a GAGE wr»~ A r~pNIMUM DF 6 L]NE WIRES wow 12" srar RAINFALL AND AT LEAST DAILY DURING AST DAILY DURING PROLONGED RAINFALL
DEPICTED ON THIS SHEET MAKING SURE TD CLEAR ONLY AS NECESSARY TO INSTALL THESE DE1flCES A5 PER THE SPACING. ANY REPAIRS NEEDED SMALL BE MADE 5. TURN SILT FENCE UP SLOPE AT ENDS. swALL BE MADE IMMEDIATELY. W Small-Scale Building ©esign
APPROVED PLANS. 6, WIRE MESH SHALL BE MIN. 13 GAGE wffH MAXIMUM 12" OPENINGS. 2, SHOULD THE FABRIC DECOMP05E OR 7. WIRE AND WASHED STONE WILL BE REQUIRED AMD NOTED ON PLANS WHEN; OF THE EXPECTED USABLE LIFE AND DECaMPaSE OR BECAME INEffECTNE PRIOR TO THE END ~ w ISABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE ; U N Telephone: [phone]
A. AT TOE OF SLOPES GREATER THAN 1O FEET VERTICAL (2:1 SLOPE) FABRIC SHALL BE REPLACED PROMPTL :PLACED PROMPTLY. ~ ~ m Facsimile; 704.248.7961
B, AT DENUDED LIMITS wHERf AN UNDISTURBED BUFFER IS 5O FEET OR LESS AWAY ORANGE j 4~. CALL FOR AN ON-SITE INSPECTION BY INSPECTOR (AS REQUIRED BY NCDENR). WHEN APPROVED, INSPECTOR sAFErY FENCE Is REQUIRED AT BACK DF SILT FENCE 3. SEDIMENT DEPOSITS SHOULD BE REMC SHOULD BE REMOVED WHEN DEPOSTS REACH APPRaX, i m
15 E5 THE GRADING PERMIT AND CLEARING AND GRUBBING OF THE AREA pESIGNATEO FOR THE CONSTRUCTION OF s. WHEN GRADING Is ADJACENT TD SWIM BUFFERS, STREAMS oR WETLANDS (REFER To swlM BUFFER HALF THE HEIGHT OF THE BARRIER. THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN ~ Seal5:
S U GUIDELINES). THE CDLDR ORANGE IS RESEVED FDR VISUAL IDENTIFICATION pF ENVIRONMENTALLY SENSfTNE PLACE AFTER THE SILT FENCE 18 REM °"K THE SEDIMENT SKIMMER TRAP EMBANKMENT MAY BEGIN. THE CONTRACTOR SHALL INSURE THAT "ONLY" THE AREA AR~• TD THE EXISTING GRADE, PREPARED A LT FENCE 18 REMOVED SHALL BE DRESSED T4 CONFORM ADE, PREPARED AND SEEDED. i z_3 INCH COARSE AGGREGA
9. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100FT OF FENCE I ~~~~lllli,'ii(~~~
REQUIRED FOR THE CONSTRUCTION OF SAID SEDIMENT SKIMMER TRAP EMBANKMENT IS DISTURBED. TOPSOILS 10. sLOPE LENGTHS CAN NOT IXCEED CRITERIA sHQwN IN TABLE 6,62A NaRTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 11. DO NOT IN5tALL SEDIMENT FENCE ACROSS STREAMS, ~ `
COLLECTED DURING CLEARING AND GRUBBING SHALL BE PLACED IN THE AREA DESIGNATED ON THE PLANS. orrcMES• WATERWAYS oR OTHER AREAS aF DDNDENTRATED FLOW. ~I
~ I-IRZARD SILT FENCE DETAIL j CONSTRUC710N ENTRANCE DETAIL = . ~ SEAL ~ °
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND HIGH HAZARD 51L1 '.S. [REF: MOLDS MANUAL ~30.D66] I SCALE: N.T.S. [REF; MCLDS STD. #30.11A] - 032uG6 -
P V AN SCALE: N.T.S. [REF: MCLI STRUCTURES ASSOCIATED WITH THE A PRO ED PL
`'~~~C'~; cN~ ! iJ~~~'
8. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NDDENR INSPECTOR SO THAT PERIODIC INSPECTIONS ~~~i~~~rAS .R; PQ~~~~
''DAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION, dF-or-»
A - -
WITH THE NORTH CAROLINA EROSION ~ r _ - 7, RLL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. _
, - _ - EROSION CONTROL .NOTES: - - _ - ~
h ' a 1. A "STD. NUMBERS REFER TD THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. _ LL _ ~
STOP - ~
- ~ _ - \
2. ON-SITE BURIAL PITS RE UIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ~ : ~ ~ ~ _ ° - - \ i r i \ y - ~ _ - ~ • ~ "STANDARD SILT FENCE ° _ _ ~ CONCRETE WINGWALL ,
/ ~ ,r _ ~ ~ _ _ - - _ - (SEE DETAIL ON SHEET C~ 4:2 j ~ (SEE DETAIL 4/t 2j r " i F ~ . _
N ~ ~ - 3. ANY GRAD€NG BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 15 A VIOLATION OF THE STATE'S EROSION CO TRDL \ F -
I ORDINANCE AND IS SUB,~C7 TO A FINE. - ~ ~ _ _ _ r ° f ~ ~ - co.~,-'s5e:'&taearsvs~mea.LU~eL?%~0°~pessm.e~m~e ac~¢ox~su:anrcx.xa~rc.a ^.aaa xa,~.aa~~~~
~~~~,ns r-
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATE'S EROSION ~ ~~°°-"~°°~p , _-w _ f / ..M .Y- . --'"~i ricc c!e~''em~!'~""~'!ar~gyt ~ ~ aec~st+rc~rc~r css!~s'~"wne,waa,r_ - Qe~m®
CONTROL ORDINANCE AND IS SUBJECT TO A FINE. ~ ° " - d~'~
' / ~~"rrr!~RIl9y~re~r!w al~~rrTi~~~' ee~a~.emarv~"°re~m°~ n~° 'Y oomttge m®va"~m'n-,som~nraaa-aa-scsa.sc~asc~amncx~ma s•'"q°`~'anros®nr"aw3~m'+":1,~ ~ q° ~ _ ,,n oreu..-,aa~ na'mam®roasam _ ~ ~ ~ ~ a'~,o`a~~aa \ F ~ ~ _"a~ L.~
S. ALL SLOPES MUST BE SEEDED AND MULCHED WETtiIN 15 WORKING DAYS OR 21 CALENDAR DAYS, WHICHEVER 15 SHORTER. ~ ,~4i r ~ _ _ - s°~„ ®°=-~n°=~=°°~°°°`"~ ~ -
A 15 WORKING DAYS DR 90 CALENDAR DAYS WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL ~ i _ _ ~ ALL OTHER ARE S ~ ~ 4~. a9 r
;m~ i ORDINANCE FOR ADDITIONAL REQUIREMENTS. / ,~i r.~,,~' ~ r

N AT F NG EN . `l' • 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESE T IVE Q D R ~ ~ ~ ~ _ ~ ~ q°<~" ~,a ,L - ~ EXISTING--CENTERLINE ~sn aaacac~aeaamaarmmaan~. ~ ~ ~n~o\\`.~ { ' ~ ~ LJi:. _ SKMMER STRUCTURE SST 2_ _ ~"i ~ J
~ ~~m ~ - - - ~OF BRANCH _ ~ -REQ~IIRED SKIhAM~~SIZE = 6-IN. ~ ~ ~ ~ ~ , r: ~ ~ n _ ~ REQUIRED OR~ILE?DIAMETEi2 ~,.5~2-IN. _ _ _ _ I ' i ` ° ~ ( ~ 1 ~ ~ ~
\ ~ ` ~ ~ ' _ _ _ -BR.SNCI~ -ITS-IhLFERI~iTTENT-PER ' 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRAGI~IG [MOLDS V' ~ - USGS MIDLAND QUADRANGLE _ _ - NT PER _ {SEE DETAIL 5/11} _ _ ` ~ ~ ~ Il..~ f''~
• i E EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STABILJZATIO~. ~ , ,;v' - % - w - _ TOP(1GRAPIHIG--MAP; X996 #30.15]. SLOPES STEEPER THAN 2. SHALL $ ~ _ - _ ANGLE - _ ~ ° ~ ~ , ~ ~ / ' ~ : ~ ;v ~ V ~ ~ II-.~
~ _ ~ ~ ~ Q ~ E~~~
i ~ ' ~ ~ ~ F _ , F ~
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. \ , i - _ _ - - _ - - . \ SILT FENCE OUTLET PROTECTION ` ~ ~ ' ' - ° - - - _ _ - ~ _ `
SEE DETAIL 2 13 ' ~ , ' SILT FENCE OUTLET PR \ ( / ) , ~ `~D~U$LE LAYER,~H16H NCE OUTLET PR~FECTION ~ , ~ ~ = ~ ;,r ; ~ ~ ~ , • ~ i --ryry ~ ~ ~
9, TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT DF WAY MUST BE PRESENTED AT ` ~ ~ if~A7.P,RD SILT•~FENCE ~ (SEE DETAIL 2/13) :TAIL 2/13) ~ ~ G.., p Kiwi iMM i i~~ r~rv ! - I-''~ i'i ~ ~ y U"" ~
PRE-COSNTRUC110N MEETING. IF APPLICABLE V ~ ~ ' ~ ( ~ ~ ' (~~E DETA~ oN THIS, sH~ET7 ~ .
A L I N TRO PAN NARRATIV : / ~ ~ ° , r ~ ~ ' + ` RIPRAP ENERG'Y~ I .....I ' ~ ~ i `DISSIPATOR AT BR;-2 OUTL`~T ~
STANDARD SILT FENDE - ~ ~ [ ' THIS EROSION CONTROL PLAN WAS DEVELOPED TD MINIMIZE THE CONSTRUCTION IMPACT ON ~ ~ •~Q SIZE = 4-Fi' WfDE X 6--FT LONG ~ ~ ' r ~
(SEE DETAIL ON SHEET C-4.2) ~ , ' , ~ ~ THE ADJACENT 100-FT RIPARIAN BUFFER. THE SITE WELL BE DEVELOPED IN THREE PWASES. ,f ~ ~0 4-IN, S~ ~
I~ ~Ew~E. t I ~ ~
ii~itf~ ' ~ NOTE TO G.C. 1. PRIOR TO PHASE I DF THE EROSION CONTROL PLAN THE EXISTING MAN-MADE POND .C. i i ~ ~ _
' _ ' .1` CLEARENG AND GRU6DING AND GRU631NG MAY 6EGlN SUT~NLYA~ i~ ~ , '1
SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 (PRE-PHASE I EROSION \ ~ t~ilw~ REQJIRED FORTtE~ CC?N~1 ~ ~ ~ _ ` _ DEPT TED HEETC• FOR Th1~ CCJN~TRUCTION OF SKIMMER SE©IMENT TRAP SSl~~'f i ~ - -'+1r. ; `,~~r ~ ~ '_D ON SHEET C-4.2 PHASE 1I EROSION CONTROL PL4N ! ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E ~ ~ ~ ~ ; , I`
CONTROL PLAN), TWE 1TME FRAME FOR DRAINING THE POND IS APPROXIMATELY 3 DAYS. _ _ A5 C ON S i ~ II
.a l
2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL ~ ~ . ~ r ' i , , ~ 1 ~ ~ ~ ` ~ / ~
\ / ~ ~ , ~ ~ ' ' ~ - ~ \ REE PROTECTIO. \ _ u STRUCTURE. ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675, THE OUTFLOW 4I ,i , ~ i i ~ _ ` ~ i / \ _ f ~ r~~ i ~ ~ T ~ ~ ~SiME-DETAIL 6/10) , ~ ~ i r
CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET G-4.1 (PHASE I EROSION \ ~ ~ ~ ~ - ~ ` 1~\ ~ ~ i
CONTROL PLAN), FOLLOWING COMPLEIIQN OF THE OUTFLOW CONTROL STRUCTURE, TWO \ / i1 ~ _ ~ ~ - ~ ` `EXISTING `36" OAK ,ISTING .~6„ OAK TREE TD BE ~ ~ ~ ~ ~
\ _ ` ~ ~ ~ _ `REMOVED QURING LAYERS OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSOCIATED ~ ~ ~ _ _ ~ - ~ ~ ~ ~ :MOVED DURING PHASE it ~ v ~ v ~ ~ t s ~ ~ ~ ProJBct Number: J 7-10-033
WITH THIS PHASE WILL BE THAT REQUIRED TO "PREPARE" THE EMBANKMENT CDN5TRUCTION - r ~ - ° ~ ~ ~ ~ ~ ~ ~ ~ _ ,
/ ~ ~ GDNSTRUC~IOtt FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTfON OF THE SKIMMER TRAP WILL BE - ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ -GONSTRUCC`~ION ENTRANCE (SEE DETAIL~.ON THIS SHEET] ~ y~ SILT FENCE OUTLET PROTECTION ~ mpg-0I-2010
- ~ _ ~ ~ - (SEE DETAIL, C I - ~ - - ~ CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND +MLL BE PLACED AND / - - ~ _ ° - ~ ~ ~ ~ ~ ~ ~ ; (SEE DETAIL 2/93} Date;
/ - - _ EXISTING X12 CEDAR TREE"f0 BE ~ , _ - ~ ~ ~ ~ COMPACTED UNDER THE DIRECTION OF A LICENSED GEOTECWNICAL ENGINEER, I1ME FRAME _ ~`P' P ED - ~ REM~i~D~D~J~NG PHASET4~'~~ _ i-'~ ~ ~ ` ~ ~
, Drawn By: JI_M! \ ~
FOR PHASE i (EXCLUDING THE POND DRAINAGE) IS APPROX. 1-3 DRYS. TQP`701L ~ - ` ' ~ ` ` ~ - -STOCKPILc giZErA~ ~ ` _ ~ ~ ,t
- - - EKISTENG 12 OAK T EE TO BE - - - ~ r ~ 1 g TJ ~ ~ ~ ~ STANDARD SILT FENCE GhecLed By: NRF ~ - v ~ }IlV~~` ~ (SEE DETAIL ON SHEET C-4.2)
3. ONCE THE SKIMMER TRAP HAS BEEN CON5IRUGTED PER THE APPROVED PLANS AND _ _ v_ ~ REMOVED R.URI G PHASE II ` ~ y ~ MIlV~ `
INSPECTED, PHASE II "MLL COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE i _ _ - - _ _ _ _ ~ ~ ~ ~ - - ~ - ` ~ v ~ ~ ~ ~ ~ f~. Revlslone: \
• --rw BUILIDNG AND PARKING LOT PADS, MASS GRADING WILL START AT THE HIGH END OF THE , \ - ~ _ _ _ ° ~ _ ~ ~ - - ~ ~ ~ ~ ~ 06/1512010 Orl Inal 5ubmsttal ~ ' ~ r ~ ~
SITE, FARTHEST FROM THE SKIMMER, ANp WORK TOWARDS THE LOW END. TEMPORARY ~ ~ ~ _ ' ~ , ~ , _ _ 1}~ ~ ~ ` ~ osiouzolo Per NCDENf~
pIVERSIDN CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. ~ ~ r: ~V ' ,'r ~ _ ~ ~ _ -EXISTING 24 OAK TREE ~O-BE % ~ - - ~ ` ~ ~ T ` \ ~ r 'REMOUED DURING CHASE 14 _ _ . EXISTI~G ~=-E~ISTI~G 12,x" '~rTJ~EE5 _ - _ ~ ~ ~
A *IT S OULD BE NOTED THAT THE ~ ~ ~ ~ A ` ~ ° ~ ~ - ' li' ~ ` n7~BE E TIME FRAME FOR PHASE II IS APPROX. 3-5 D YS H ~ ~ ~ ~ r ~ ~ _ , ~ R CBE REMOVED ~ ~ ~ v ~ ~ SILT FENCE aLITLET PROTECTION ~ ~ \ . _ _ I ~ (SEE DETAIL 2/13)
; ~ SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 5O- _ ~ - ~ , _ - r ~ ~ ~ ~ ~ ~ ~
STORM, ~ ~ ~ ~ r ~ - s r - - r ? ~ - -
\ l i ~ _ ~ EXI513NG 3 \ ~ ~ ~E~(IS13NG'36" ~fIAK TREE ~ ~
4, PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BASINS ~ - ~ ~ ~ ~ r - - 1"O BE~.REMOVE ia~~~.REr~ovED'y i~ PHASE I LIMITS OF DISTURBED
AND CURB HAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS _ ~ ~ ~ ~ ~ _ _ ~ ~ ' -EXISTING 36" PIPE ~ ~ _ _ ` ~ p r, ~ vv ~ ~ AREA = 0.36 ACRES* ' I * ~ Sheet Tale:
A TRADITIONAL SEDIMENT TRAP THAT WILL $E CONVERTED TO A BIORETENTIDN FACILITY INLET INV. ELEV`=•687.38 FT - _ f ti w ~~2EE` PRO~EGTION`~,_ _ ~ ( AREA REQUIRED FOR INSTALLATION
UTLET INV. ELEV. = 68'Z.35 FT ~ ` " " ` ~ , THE SIT 15 STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE < 0, ~ l 4 - ~ - ~ ~ `,,(SEE DET, - ONCE E ( LENGTH = 5.5C>< Ft _ • ~ ` ~ , ,,(SEE DEfAIL~~6/10) OF SILT FENCEa CONSTRUCTION ENTRANCE, ~ ~ SST-2 & OUTLET PIPE, AND CLEARING LIMITS FOR THE
TREE PROTECTION I N TR ATMENT THRU THE USE OF STRAW WATTLES AND ....,SLOPE = 0:2%- - ~ - _ _ ~ _ ~ ~ A ~ ~ ° % ~ - - o - - ` _ - 0.5-ACRES) WILL PROVDE SEDIME T E ` . (sEE DETAIL 6/10) ~ - _ _ _ - - _ ~ _ _ - - ~ o ~ CONSTRUCTION OF SKIMMER SEDIMENT TRAP SST-1 ~ } PHA~EI
u - - CATCH BASIN INLET PROTECTION, - _ ,l' ~ ~t , - ~%I~
_ - - . _ _ r _ ~ - - - ' ~ / ~ ~ SILT FENCE OUTLET' PROTECTION ~R05[aN - ti :`y, r h
~ ~ --a-,--4 ~ w - ~ - - _ 5. IN ADDITION T4 THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE - ~ ~ , ~ ~ ~ ~ ~ ~ ~ ` I ~ ! ~ (SEE DETAIL 2/13) 'F~
LANDSCAPE DETENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE OF ' ` --EXISTING 36" DAK TREE 70 BE ~ ~ " _ _ ~ CaNT'R~L
, REMO~lE~~DURING PHASE ii ~ ~ ~ SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. ~ - PLAN
_ = EXISTING BUILDING TO BE ~ `
, 1 ~ - _ - REMOVED-~11R~ING -PHASE II , ~ , ~ GRAPHfC SCALE
~ -v ; _ r, ~ f
- PQ' <a ~ ~ EXISTING BUILDING 30 0 15 3D 64
~~~C ~~G _ s H~ , ~ _ ~ _ TO -BE'-REMO.i~E.~ Sheep No: ~
LEGEND _ _ ~ _ ~Y . _ ~ v
v ti
SUBJECT PROPERTY BOUNDARY y - ~ r ~ \ \ ~
- - - - - - - - - ADJACENT PROPERTY LINE i' ~ ~ ~ ~ _ ~ A _I
REFERENCE; ALL PARCEL AND BOUNDARY INFORMA110N FOR THIS PROPERTY AND - - - - - - EXISTING GRADE rl Wx v~mmu~fmxauKCnnrmmoe ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - - - - - - - - - - _ EXISTING 60' RIGHT OF WAY mr mowmaofAmmmamomsm1W
mmcnart x*cicmm N .rmawurmcod r SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A {j8 PROPOSED GRADE mrA=oo"90*96 c =ppommorr SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMA11ON / ~ ' \ ~ ~ ~ ~ ~ ~'~"w y
r *mmo m REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK \ ~ ~ ~

GENERAL FRE-CONSTRUCTION ~1OT~S:
1. CONTACT THE U1ILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH ~ A ~ E U 5 ~ ~
''THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. I STEEL P05T [ H~
N1RE FENCING 1' REBAR FOR
FILTER FABRIC ~ i 2, SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND m t~ REMOVAL FROM INLET _ _
' ~ 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR p{TRA STRENGTH SYNTHETIC CONSTRUCTION WITHIN A MAINTAINED RIGHT-DF-WAY SHALL Bf DONE IN ACCORDANCE WITH THE NCDDT AND THE TOWN OF ~ FILTER FABRIC.
5TALLIN UI E E T 1N NT SHALL APPLY). f ~ _ FlLTER EAO DEFLECTOR _
~ 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 FICHES ABOVE THE ' ~ ~J' GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFIgEN7 TO CAUSE j IXPN1510N RESIRAINF DUMP LOOPS
PHASE II CONSTRUCTION SEQUENCE ~ - - I' FAILURE OF THE STRUCTURE}, [
ALL A>9R~2Y'f7fVER5T0N CHANNEL CHECK DAMS SPILLWAY AND SKIMMER• CLEARING ONLY AS 'NECESSARY ~I ~ ` ' ~ ~ ~ ~'ll (ice 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CWT TO THE LENGTH OF THE BARRIER { p D
TO INSTALL THESE DEVICES. i ~ II III ANCHOR SKIRT 4" (MIN,} TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CEDTH ONLY AT A ~ z I ~ SUPPORT POST WITH 4-FEET MINIMUM OVERLAP TO THE NEXT POST. ; n. n
~ 4, SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESTH FASTENED SECURELY TO THE CATCH ENGI ~ EE~I N~
2. INSTALL PIPE P1 PER THE GRADING PLAN ON SHEET D--5.D, UPSLOPE 510E OF THE POSTS. EXTEND THE VMRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCQAENT, THEN FABRIC DN THE UPSLOPE SIDE OF THE FENDS POST. WIRE
,''TEFL POST 8 ~ ~ OR PLASnC ZIP TIES SHOULD HRVE A MINIMUM 50 POUND TENSILE STRENGTH, i ~ ~ 5151 Polar Tent ROad
3. ONCE ALL ER651ON CONTROL MEASURES HAVE BEEN INSTALLED PER PHASE II, CLEARING AND GRUBBING OF THE WIRE FENCNG 5. WHEN A WIRE MESH SUPPORT FENCE €S USED, SPACE PASTS A MINIMUM OF &-FEET APART. Suite 130 c ~ Concord, NC 28027 ,
SITE WITHIN THE LIMITS DEPICTED DN THIS PLANO MAY BEGIN. G.C. TO VERIFY WHETHER INSPECTION IS REQUIRI=D BY suPPDRT Posts 5wouLO eE DRIVSN SECURELY INTa THE GROUND A MINIMUM of 2~-INCHES. ~ ( I
NCDENR PRIOR TQ ANY EARTH MOVING WITHIN THIS PHASE. WOVEN FILTER FABRIC 6. EXTRA STRENGTH FLTER FABRIC WITH 6-FEET POST SPACING DOES NOT REQUIRE WIRE MESW SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE DR PLASTIC 'gyp , . ~ INSTALLATION Civii Site Design
ZP TIES SHOULD HAVE A MINIMUM 50-POUND TENSH,.E STRENGTH, ~ NOTES Law Impact Develapment
14. FOLLOWING CLEARING AND GRUBBING, MASS GRADING MAY BEGIN. SITE SHALL BE GRADED PER THE GRADING PLAN z. ExcavATE A TRENDH APPROXIMATELY a-INCHES WIDE AND s-INDHES DEEP uDNG THE PROPOSED 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK, Small-Scale Building Design
- - - - - - LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ON SHEET C-S.O. CONTRACTOR TO BEGIN AT THE NORTHWEST CORNER OF THE SITE AND WORK TOWARDS THE ~ -ry I - -'~"i_ I ~~~T~N 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
=1 ~ - ~ ~ ~ h=~ ~ ~ ~ I ~ ~ ~ 1=1 ~ ~ ~ ~-k I B. PEACE 12-INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCW. SPILLWAY OF SKIMMER SEDIMENT STRAP SST-1. AS THE SITE IS BROUGHT TO FINISH GRADE, THE CONTRACTOR SHALL " ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i TO INSTALLATION. Telephone: [phone]
CONVERT SKIMMER SEDIMENT TRAP 5ST-1 TO THE TRADITIONAL SEDIMENT TRAP ST-2 AS DEPICTED IN PHASE III DF -III ~ ~ I ~ 11= s. BADKFiu THE TRENCH WITH s01L PLADED OVER THE FILTER FABRIC AND caMPACr. THOROUGH ~ 3. FILTER BAGS MAY BE REMOVED WHEN SCfE IS STABILIZED AT Facsimile: 704,248.7951 THE DIRECTION OF THE ENGINEER.
r'I I -I ~ I ( III- i ~ CDMPACnON DF TWE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE. THE EROSION CONTROL PLAN ON SHEET C-4.3.
1D. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES, I CATCH BASIN ISLET PROTECTION DETAIL 4. FILTER BAG5 SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. 5ea15. ~ 5. FILTER BAGS SMALL BE CLEANED OR REPLACED ON A REGULAR SCALE: N.T.S. [REF: MCLDS STD, #30.15] BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
5. CALL FOR AN DN-51TE INSPECTION BY A REPRESENTATIVE FROM NCDENR ONCE SITE IS BROUGHT TO GRADE AND MAINTENA cEt~ NOTES: 6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT I i ~
CDN5TRUCTIDN DF SEDIMENT TRAP 5T-2 15 COMPLETED. 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, ROADS. /Y ~
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SILT FENCE DETAIL .'~F~SS~ ~~ti ~ ~ ~
2. sHDULD Trle FABRIC DF A SEDIMENT FENCE DDLLA A SCALE: N.T.S. [REF': MOLDS STD. ~30.06A PSE, TE R, DECOMPOSE OR 6. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND BECOME INEFFECnvE, REPLACE IT PROMPTLY. ~ ~ "Q SEAL ~
STRUCTURES ASSOCIATED WITH THE APPROVED PLAN. I _ ~320~6
3. REMOVE SEDIMENT DEPOSITS A5 NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEkT RAIN AND TQ REDUCE PRESSURE ON THE FENCE, TAKE CARE I .
TO AVOID UNDERMINING THE FENCE DURING CLEANDUL 7. THE CONTRACTOR SHALL MAINTAIN CLQSE CONTACT WITH THE UNION COUNTY INSPECTOR SO THAT PERIODIC
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEP051T5 AND BRING INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES DF CONSTRUCTION. THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS ~~~i/~~AS R. QP~~~~~
BEEN PROPERLY STABILIZED. ~~~~I'17i11~~~~
j a~-or~to
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NDRT1-I CARDLfNA EROSION ~ _ - l
AND SEDIMENT CDNTRQL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. 501E CONSERVAnON . ~ " _ _ BEFORE YOU CIG CALL THE NC ONE-CALL CENTER AT 811, ~ _
SERVICE AND THE UNION COUNTY LAND DEVELOPMENT STANDARDS, _ , ~ _
STANDARD EROSION CONTROL NOTES: - _ _ _ _ - i
_ _ap r _ _ 1. AEI,°STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. ~ _ - _ _ - _ _ RIPRAP APRON RA~-
_ (SEE DEi'RIL 211) ` -
2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ~ _ ' ` ~ ~
' f - ~ ~
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLA110N OF THE STATE'S EROSION CONTROL - , CONCRETE WINGWALL ~~u`
ORDINANCE AND 3S SUBJECT TO A FINE. ' ~ - _n ~ ~r~~.,,~~; - ` ~ (SEE DETAIL 4/12~j y _ ~m~.'^,.,,~?,r'.(.~e ~°.+_~h„!wRY~ .a ate" msai' e...~0..' a~ o_ s - - _ `?fin n." ' _ r
s=,~ SKIMMER SEDIMENT TRAP SST-1 y '
SEE DETAILS 4h 1 & 5111 FOFt SPECIF[CATIO 1~ ~,~m°~'°`°~'°tl _
4. GRADING MORE THAN ONE ACRE VNTHOUT AN APPROVED ER05ION CONTROL PLAN IS A VIOLA170N OF THE STATE'S EROSION DRAIINAG;E AREA PHASE II GOVERNS) =1. 8 ACRES ~ ~ 6B ~ ~ ~ _ _ - - = PROPOSED DISTURBED AREA = 2.04 AC S ' ~ ' ~ n ~ - _ ~ _ ---~"',~e~~~~`~~~'~ o-m!'x \ ''gym i ~ .mmc -ti......-_....._-.........--,suc us.~sr«°'~'°°mm°°°a~:acros n ~l~~A~ ~'n"a ¢~a°
~ Ae 0~ CONTROL ORDINANCE AND iS SUBJECT TQ A FINE, r ~ r°"""`~ 1 PH S II COVE S = 6, F ' ~ ~r~,~+~~"'a"r~~"`-~r.~~,m,awr.,u,r+E.weA.ew°e'er°" ~ "e~~c~wc~man<~ PEAK Q 0 ( A E RN) 6~ S _ _ _ _ ~,..-.+c¢-~we~ana pea en aeaeoo*~~p'ts~~rv~vx~.sa ~aa.~t,~vm-- ,~~~mx. 3'~~~y{\,' ,r% u6YO° ti`"~k'SSaRx~C.i~m Fe;pG~, 1 ~ ~ s' ° `
/ :rte`"rr~!! ,.rxxs STO G O F ~ ~ _ ~ma~so~ ~n~~a»dn~G REQUIRED RA EV LUME=5 88 C.. ~ ~"r ° ~ o ~ \ ° ^ tix l ^ ~ ,'.,gym-- ° ~ ~ ~ e
5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR ~ CALENDAR DAYS, WHICHEVER IS SHORTER. _ ' F~ ~ om=~'-°~° ~ ~ - AVAILABLESTORAGEVOLUME 49,801 C.F. .~~m= - ~ y ~ _ __~_.~2EFER-1'0 SHEET C-5.D FOR PIPE ~ _
~ ,ALL OTHER AREAS, t5 WORKING DAYS OR 9Q CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL REQUIRED SURFACE AREA =2;897 SQ. FT, ~ ' A ~ ° _ ' i y~: ~}ge~ i ~ ~.-A~1[t=GFU~~~I'~STRhJC~4,1RE INFORMATION _ r
ORDINANCE FDR ADDfTIONAL REQUIREMENTS. AVAILABLE SURFACE AREA - X3,503 SQ. F'C. ; ~ f ~ ~ ~ XISTING NT( rEXISTING C.ENTERLIN~E -OF-~ANGH~- ..m ~ ~ - _ _ ~ _ _ _ _ ~ ~ ~ ~ . ro„~ ~ ~1,~- ~ ~tC U ,
BOTTOM OF STRUCTURE ELEV. = 676.00 FI' ~ .:b _ _ ~ . -'BRA~iCH IS INT M ` i - ~ , • USGS M€IZL-Ab~D~ ~BRA~JCH ES INTERMITTENT PER ~ ~ ` ~ _ ~ . C~ I1'~ ~ _ ~ J USGS :~€IZL-AD}Q--QUADRANGLE ~ ~ ~ - - - ' ~ w r~ ' L.~ .-I Z GRAVEL AND RIP RAP
6. ADDITIONAL MEASURES TD CONTROL EROSION AND SEDIMENT MAY BE REQUfRED BY A REPRESENTATIVE-QF THE COUNTY TOP OF DAM ELEV. ~ 681,00 FT a~ f' ` . ' " _ _ _ _ SPILLWAY ELI=V. = 679,00 FT ' ~ , - ~ _ ToPOGRAPHIC,~I TOPOGRAPHIC,~IAP~ ~99ro° _ ` ° _ ~'ICTER BERM ~ , ~ ~ ~ ^4' J ~ ~Q f)
ENGINEERING DEPARTMENT. \ ~ ~ ~ _ ..w _ _ _ _ ~ _ _ \ SPILLWAY WIDTH =12-FT _ £ ~ ~ _ ~ -_{SfE~~,OETAIL 611) ,~~r'~' ~ Z~~i _ _ _ _ _ DQ.LkBL'E ~A~YER HIGH ~ p~~~p,1 . ° ~ ~ .'.ter ~ ~ ~ ~.J ~ ~ U...~
SPILLWAY DEPTH = 2.0-FT ~ ~ - _ _ ~ _ _ _ _ _
\ ti ~ - ~ ` 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 1D' REQUIRE ADEQUATE TERRACING [MOLDS ` REQUIRED SKIMMER SI7..E = 2.0-INCHES _ - - - ~ 'HAZARD SILT`FEN~Cf` - _ - - _ - - ~ ~ , , ' , - - ~ ~ ~ r ' ~ _ ~ ~ Z L~I (SEA DETAIL ON SHEET G-4.1) , r, ~ ~ ~ ~ " ` ~ ` ~ `1 ~
REQUIRED SKIMMER ORIFICE DIA. -1.8-INCHES ~ - 30,16, SLOPES STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STABILIZATION. \ 1,'i~ ~ - - ~ ~ ~ ~~Q
i 1' i _ ~ ~ r
BAFFLES TO BE SPACED PER DRAWING %~'r ~ ~ , 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WA5 NOT PREVIOUSLY APPROVED. SEE D~"'AI 110 FOR BAFFLE INSTALLATIO ETAIL ' / r ' ' i'ce'' / ' l~i~i~~ ~I
~ i , , ~ ~ ~ ` ~ REFER TQr'~HEET C .0 F P~,PE n j-^ ~ i AND OUTLET STRU UR NFORMATION , 'L.~II ~ ~
\ r ~ , ; 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDDT RIGHT DF WAY MUST BE PRE~NTED AT \ , ~ ~ " W ~ r~
; i f n
PRE-COSNTRUCTION MEETING. (IF APPLICABLE) ~ ' i ~ ~ ~ ro~~ ~ . 678 677 ,.~--SILT FEN LEI' PROTECT,IDN V J
SILT FENCE OUTLET PROTECTION ' 0 A RO I N C NTRO P N ARRA ~jp , 'SEED 13 ~ ~ , ~ iL.
~Ri ~ (sEE,i7ETAIL 2/13') sg~ ~7s << ;THIS EROSION CONTROL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION 'qN , ; ~ @
T U IMPAOT ON THE ADJACENT 1OO-FT RIPARIAN BUFFER, THE SITE WILL 8E D'fVELOPED FF£ ~ ~ ~ " _ R,
IN THREE PHASES. 1 6$0 &$1
~ b`7~7 ~ i~~ ~ i
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE _ , , ~ ~ _ ' ~ rm ~ , ~-r$76 ~
POND SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 {PRE--PHASE I \ ~ ti, f ~ _ _ _ _ SST- ~ l ~ ~ 23'79 ~ ~g ~ ' ~ -
EROSION CONTROL PLAN), THE TIME FRAME FOR DRAINING THE POND I5 \ ~ ' f ~ ~ ~ ~ . ~ ~ ` Je ~ ~ ` ~ - 3:50' , ~ 39•~ ~ ~ ~ ~ ~
\ ,i~ w~~ / ~ , - =,~r r 5 6 ; r
APPROXIMATELY 3 DAYS. \ ~ - ~ ~TD` ~ ~ _ - \ ~ ti/,~ V ~ ate.
' -I ~r ~ . j ~
2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL ~ ~ ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ , u ~ TEMPORARY R~CkI~C-HECK DAB _ _ 6~~ \
~I STRUCTURE. ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675, THE ~ ~ ~ ~ " TD ' ~ ` ~ ~ _ . ~ ~ SEE DETAIL' `1`/13) ~ ` . ~ ~ _ ~ ~ ~ Protect f~u~ber: 17-10-033
OUTFLOW CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET C-4.1 (PHASE I - ~ " ~ ~ A ; ~ - ~ . ~ k ` ~ ~ , ~
D ION CONTROL PLAN . FOLLOWING COMPLETIQN OF THE OUTFLOW CONTROL ~ ~ ~ ° ~ _ ~ - ~ _ ~ fR 5 ) ~ ~ i ' 0 09-0I-ZD 0 . f~ SILT FENCE OUTL~f PROTECTION ~ Date: '
STRUCTURE, TWO LAYERS OF HIGH HAZARD SILT FENCE WILL Bf INSTALLED, THE ~ _ _ ` ~ ~ n ' ~ f ~ ~ (5EE DETAIL 2/13) ;
ONLY GRADING ASSOCIATED IMTH THIS PHASE WILL BE THAT REQUIRED TQ "PREPARE° o _ _ _ ~ ~ ~ ~ ~ . ~ ~ ti % ~ = ~ ~ Dra~ur &y. dLM
- _ _ ~ _ - w . ~ . ~ ~ ~ THE EMBANKMENT CONSTRUGTIDN FQR THE PROPOSED SKIMMER TRAP. CDNSTRUC110N ~ ~ ~ ' ~ _ ` ` ~ ` ~ ~ ` ~ ~I F~ ~ J
~ ~ TEMPORARY DIVERSION DITCH - _ - _ - OF THE SKIMMER TRAP WILL BE CONDUCTED USING OFF'-SITE STRUCTURAL FILL _ ~ r r f ~ ~ ° ` ~iB,O'^` ` _ __,P_ , ~ - MdN ~ . ~ ~ ~ ~ ~ ~ ~ Chec><ed 6y: NRP
(SEE DETAIL 4 10) ~ _ - ~ ~ MATERIAL AND WILL BE PLACED AND COMPACTED UNDER THE DIRECTION OF A ~ ,,,r _ _ _ ^ _ _ \ ~ _ ~ ~ ` ~ ~ ~ w STANDARD SILT FENCE ~ ~ ~ (SEE DETAIL ON THIS SHEET)
--.~r.w _ ~ `y LICENSED GEOTECHNICAL ENGINEER. TIME FRAME FOR PHASE 1 (EXCLUDING THE POND ' ~ e ~ ~ I, ~ ~ ~ ~ Rev~s~ons:
_ ~ i DRAINAGE) IS APPROX. 1 3 DAYS, ~ ~ DRAINAGE AREA'TO ~ - ~ ~ 0611612x10 Orl i~al5t~bmittal
~ SST-1 = 1.58 ACRES _ ~ ~ ~ ` ~ - - - - _ ~ ~ ~ ~ ; ~ ~ x9ioli2xlx Per NCD~NR
~ ~ ~ ~ - - - ~ - ~ TREE PROTECTION ` < < ~ ~ - ,CO~iSTRiJCTIUP' _ ~ r A ti , tCO~iSTRiJDT~UN° ~fFti3~,CE`~ ~ ~ - ~ / ~ SILT FENCE OUTLET PROTECTION
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS ~ ~ ~ ~ f(SEE DETAIL 6/1~) (SEE`U;;TAIL , H ~ - ~ ~ ~ ~ - - (~EE"UI;TAIL,o~ sH~Er~c ~4¢t~_ . ~ ~ (sEE DErA~L 2/13)
_ , AND INSPECTED, PHASE II WILL COMMENCE: PHASE TWO V~LL INCLUDE PREPARAnON ` - ~ ~ j ~ ~ ~ ~ ~ - ~ ~ , ~ ~ , ~
_ _ . , OF THE BUILIDNG AND PARKING LOT PADS. MASS GRADING WILL START AT THE HIGH 1 ~ ~ ~ ~ SKIMMER SEDIMENT TRAP BAFFLES ~ (SEE DETAIL 210)
END DF THE SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. ~ ~ ~ w _ r , ~ ~ r ~ ~ _ _ _ - ~ -
l R I H NNE VJI L IR T SEDIMENT LADEN FLOW TOWARDS THE ~ ? _ = ` TEMPORARY D VE S ON C A LS L DEG ~ , ' ~ . . ` ~ ~ I
SKIMMER BASIN. TIME FRAME FOR PHASE 11 15 APPROX. 3-5 DAYS, *IT SHOULD BE ~ ~ ~ ~ ~ ~ ~ ` , ~ ~ \ ~ _ _ ~ \ ~ ~ ~ \ ~ \
NOTED THAT THE SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY STANDARa- 51LT FENCE ~ ~ ~ w _ _ _ _ ~ ` I (SEE DETAIL ON THIS SHEET) _ ~ ; ~ ~ ~ REI~,PR ~ RE~,PROTECTIOL ~ PHASE II LIMITS OF DISTURBED Sheet Tl~le.
HANDLE UP TO A 5O-YR STORM. ~ -~..,r;~u ' _ ~ ~ ~ ~ _ << ~ ~ ~ ~ ~~~(SEE F" ~ k 1 (SEE bfTAIL~6/10) ~ ~ s ~ ~ AREA = 2,30 ACRES ~ ~ ~ ~ ~i. ~ 1 ~ ~
- _ yi~~.~ " u ? 4 ~ ~ - ``pry _ ; ~ ~ ~ ~ ~ n ~~"fit., \ L _ " _ ~ ~~''M,"~'~r?!+~ Qa , ' i'
4. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONt~ THE CATCH _ ~ ~ ~ , ` / ~ SILT FENCE OUTLET PROTECTION - ~ (sEE DETAIL 2/13) E Ros I O~I
_ ~ _ BA51NS AND CURB HAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE _ ~ ~ ~ ~ ' ` ~ r _ _ ~
DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRAP THAT WILL BE CONVERTED TO A ~ ~ ~ '~.~,J....~, - ~ - ~ ~ NTH .
. BIQRETEN110N FACILITY ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE ` ` < .r
NORTHERN END OF THE 51TE D.5-ACRES) WILL PROVIDE SEDIMENT TREATMENT ~ ` ' ~ . ~ , ~ o 0
a~ THRU THE U5E OF STRAW WATTLES AND CATCH BASIN INLET PROTECTION. ! ` a` ~ - _ ~ _ . ti .w w~~~~ ...__y GRRPHIC SCALE
a 1, ~ l 1 1 5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE ' ~ - - - ' ~ 30 D 15 30 60
RS EXISTING 36 PIPE _ _ _ ~ _ _ ~ ~ ~o,~Q ' LANDSCAPE DfTENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE INLET INV, ELEV. = 687.36 FT ~ ~ ~ ~ f ~Q~ ~ ' Sheet No:
CON A Y BAFFLES AND AN ADDITIONA SKIMMER. OUTLET INV. ELEV. = 687.35 FT ~'+G~~-- _ ~ DF 5E D R L ~ ~ ~ ~ - ~ O~ % ~ ~ ,
LEGEND ~ . ~ LENGTH = 5.50 FT u . ----__ry___ ~ _ _ - ~
SUBJECT PROPERTY BOUNDARY
- - - - - - - - ADJACENT PROPERTY LINE
amrx®mawamn~.ox REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND EXISTING GRADE u~swa eGSm 6mu©a ox aCant aaAgta ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING WTMDOD atoamm6aEtl1S"1a160 _ - - - EXISTING 60 RIGHT OF WAY -60' -R/W_ `
,umava.mm"ma%mPAW. 2mwwwm Com SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A 680 PROPOSED GRADE Q"~ p4rN "'""OOOA°".'m""'A-ri°'° Or SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION commm ~ °°a` °
REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEY%G SERVICES FIELD LOCATED TOP OF BANK m uarmawi a mumm m a wm, na osn

PHASE III CONSTRUCTION SEQUENCE: ~ A I NTR P N NA R TI
~ ~ NOTE TO G,C, 1. N A'~CC=L S CTED TOWARDS SEDIMENT TRAP ST-2 UNTIL CATCH BASINS AND OUTLET PIPES HAVE THIS ERASION CONTROL PLAN WAS DEVELOPED TO M1N)MIZ N E THE GQ STRUCTION IMPACT ON THE ADJACENT 100-FT RIPARIAN i , ALL INLETS MUST HAVE
' BEEN INSTALLED PER THIS SHEET. CATCH BASINS SHALL BE PROVIDED WITH INLET PROTIrCT1DN AS DEPICTED. ONCE INLET BUFFER, THE 51TE WILL BE DEVELOPED IN THREE PHASES. S MUST HAVE IMPRINTED UPON THEM A FI511 AND THE WORDS, DUMP NO WASTE, DRAINS TO RIVER
OR EQUIVALENT APPROVE PROTECTION IS ESTABLISH, FLOW MAY BE DIRECTED TO SAID INLETS. ENT APPROVED LANGUAGE. ~ -
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE POND SHALL BE DRAINED PER THE 2. FOR GATC~1 BA,5IN5 (5 :,ti BA,5IN5 fSEE DETAILS 3113 ~ x/13) ~ FOR JUNCTION BOX (5EE pETAiLS 3I! 2 ~ q~/[ 2).
2. FINALIZE BUILDING PAD RND INSTALL CURB AND GUTTER PER THE GRADING PLAN ON SHEET C~-S.O. INSTRUCTIONS ON SHEET C-4.0 PRE-P ASE I ERASION CON A . ( H TROL PL N) THE TIME FRAME FOR DRAINING THE POND IS
RPPROXIMATELY 3 DAYS, INLET SGh~EDULE: JLE: PIPE SCi1EDULE: 4
3. INSTALL STRAW WATTLES AS DEPICTED ON THIS SHEET,
GATGhi BA51N GB-I 2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL STRUCTURE. ONCE THE POND HA5 BEEN GB- I PIPE P 1 = 12" RCP P#PE P~ = 36" RGP r'
I VI C R s. RIM ELEV. = G83.0017 4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROS DN CONTROL DE CES AND STRU TU E pRAINED DOWN TO ELEVATION 675, THE OUTFLOW CONTROL STRUCTURE SHALL BE DONSTRUCTED PER SHEET C-4.1 (PHASE I INLET INV. ELEV. = 677.89 83.00 I~i' INLET INV. ELEV. = 675.50 PT INLET INV. ELEV. = 685.06 FT
EROSION CONTROL PLAN), FOLLOWING COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO LAYERS OF HIGH HAZARD OUTLET fNV, ELEV. = 681, V. = 677.89 FT (FROM BR- I) OUTLET INV. ELEV. = 675,00 PT OUTLET INV. ELEV. = 682.27 FT :LEV. = 681, 13 PT (TO 8R- I) LENGTH = 123.50 FT LENGTH = 399.00 PT
5. STABILIZE SITE AS AREAS ARE BROUGHT TO FIN15H GRADE. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED A5 :LEV, - 678.00 FT (TO LDA- I) SLOPE = 0.~% SLOPE = 0.7% ~ ~ ~ ~ ~ ~ ~ ~
' SILT FENCE 1MLL BE INSTALLED. THE ONLY GRADING ASSOCIATED WITH THIS PHASE WILL BE TWAT REQUIRED TO "PREPARE" OUTLET INN, ELEV. = 678.( NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SPECIFICATIONS ON SHEET C-tO.O (SITE DETAILS SHEET 1). 5151 PQPIar Tent Road
THE EMBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTION OF THE SKIMMER TRAP WILL BE FF T R 1 0 H MIT F R TABU HI N CQVER 0 LOP H S N D T 1 AYS. GATCi~ BA51N CB-2 GB-2 PIPE P3 = 12" RCP PIPE P5 = 35" RGP Sulte 130
CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND COMPACTED UNDER THE bIRECTION OF A RIM ELEV. = 682.00 FT 82.00 FT INLET INV. ELEV. = 678.00 PT INLET INV. ELEV. = 682.07 Fr Gancord, NC 28027
LICENSED GEOTECHNICAL ENGINEER, TIME FRAME FOR PHASE I (EXCLUDING THE POND DRAINAGE) #S APPROX. 1--3 DAYS. OUTLET INV. ELEV. = 680.( 7. COORDINATE WITH A UNION COUNTY OFFICIAL PRIOR TO REMOVAL OF CERTAIN EROSIQN CONTROL DEVICES. :LEV. = 680.05 FT (70 BR-2} OUTLET INV. ELEV. = 677.00 FT OUTLET {NV. ELEV. = 682.00 PT Civil Site Design
OUTLET INN, ELEV. = 677.: :LEV. = 677.33 FT (BYPASS) LENGTH = 165.00 FT LENGTH = 385.00 FT ' Low Impact Development
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND INSPECTED, PHASE N WILL SLOPE = 0.6% SLOPE = 0.2% ' Small-Scale Buiiding Design
ONCE SEEDING HAS BEEN ESTABLISHED, RLLIMPERVIOllS SURFACES INSTALLED (EXCLUDING THE SURFACE PAVEMENT , B COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF TWE BUILIDNG AND PARKING LOT PADS. MASS GRADING WILL START JUNCTION 60X ,;B-3 x ~~-3
. CQURSE), AND ALL DRAINAGE AREAS BECOME STABILIZED; SEDIMENT TRAP ST-2 5HALL BE CLEANED OUT AND CONVERTED R4M ELEV. = 91.35 FT AT THE HIGH END OF THE SITE, FARTHEST FROM THE 5KIMMER, AND WORK TOWARDS THE LOW END. TEMPORARY DIVER5ION 6 ;91.35 FT Telephone: [phone]
TO BIORETENTION AREA BR-2 AND BIORETENT10N AREA BR-7 SHALL BE CONSTRUCTED ACCORDING TO THE ATTACHED INLET INV. ELEV. = 687.35 CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE 5KIMMER BASIN, TIME FRAME FOR PHASE II IS APPROX. 3-5 V. = 687.35 PT Facsimile; 704,248.7951
OUTLET INV. ELEV. = 587, GRADING PLAN (SHEET C--5.O). DAYS. SIT SHOULD BE NOTED THAT THE SK€MMER SEDIMENT TRAP 15 WELL OVERSIZEp ANR CAN ACTUALLY HANDLE UP TO A :LEV. = 587, 15 Fl' Seals:
50-YR STORM.
JUNCTION BOX ~B-4 ' 9. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT V~TH AN INSPECTOR FROM NCDENR SO THAT PERIODIC INSPECTIQN5 X JB_4 '
RIM ELEV. = 686,00 F'f CAN BE PERFORMED AT APPROPRIATE STAGES OF GONSTRUCT10N. 4. PHASE III 1MLL BE THE FINAL STAGE AND WI L BE IN P AC ON T 86,00 PT ~E~Il,tfl
L L E CE THE CATCH BASINS AND CURB HAVE BEEN INS ALLED INLET INN, ELEV. = 682.27 V. = 682.27 PT .~r~~r , ~
THE MAJORITY OF THE SITE 4MLL BE DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRAP THAT WILL BE CONVERTED TD A OUTLET INV. ELEV. = 682.( 10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION AND `LEV, = 682.07 FT w~~~•.o4`GS~I~~o~~y
BIORETENTION FACILITY ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END DF THE SITE 0.5-ACRES) SEDIMENT CONTROL PLANNfNG AND DESIGN MANUAL. ~ SEAL ~r:
WILL PROVIDE SEDIMENT TREATMENT THRU TWE U5E OF STRAW WATTLES AND CATCH BASIN INLET PROTECTION.
:~G`iN~~'~~~`
G~IERAL NOTES: 5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE LANDSCAPE DETENTION POND WILL
1. FIRE ACCESS RND WATER SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PRIOR TO VERTICAL CONSTRUCTION. PROVIDE SECONDARY TREATMENT THRU THE U5E OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. ~~11 illf. ~~~~1
r~ - r1-Lord
2. ALL MATERIALS, EQUIMENT, LABOR, RND WORKMANSHIP 1S TO BE IN ACCORDANCE WITH AND SUBJECT TO THE TOWN OF
STALLINGS ENGINEERING DEPARTMENT, UNION COUNTY PUBLIC WORKS DEPARTMENT, AND THE NORTH CAROLINA DEPARTMENT - i
OF TRANSPORTATION. THE MOST STRINGENT SHALL APPLY. w _ _ - ~
/ - a~ / r
~ GENT=RAL PRE-CONSTRUCTION NOTES: ~ ~ % ~ ~ - _ _ _ _ GRAVEL ANO RI_P _RAP . -RIPRAP APRON RA-
\ - / , 1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ~ ~ (5EE DETAIL 211) ~ -FILTER BERM ' _ _ (SEE DEl'AIL 5/11} '
s ALL EXISTING FACILITIES WHICH CONFLICT 1MTH THE IMPROVEMENTS UNDER THE j ~ -
\ - SCOPE OF 7WI5 PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE ~ " ~ 'J? N _ - \ r.
/ ~ C.'l~eis~3tlII _ _ -~=~,~G.~.~ ~,~f:~;=~~ - =~;°"~=.°A° - CONCRETE WINGWALL_ - . (5EE DETAIL 4/1~) ~
APPLICANT. ~ ~ ,:A,~~-~-_ ameaia~a ~
'a.as ~ a~~~ 111In" ~ ? w~r~~ A~-e ® ~ ~ ~ ` rr~b~ ~ 1` W ^ aesa tiz~ z w-.I
2. SURVEYOR TO VERIFY RIGHT-OF WAY LOCATION PRIOR TO CDNSTRUGTIDN. _ _ ~y ° ~ _ • ~ _
T Tl I A AI TAINED ~ ' ~ ; ~ ~ J ALL PROPOSED IMPROVEMENTS AND CONS RUC ON WITH N M N ' /i` ,.-'r`° f~,~~~1~lIA ~r~A ,c~rrmsc,. ra sn a`ffi ~e ~F~~~~°s~ia~an~ ~:5°`c~ec'ec~ °r,z°ra~u,z:~w~maas~:zsax t-s'°."~!,c~~=~1~v~m»¢af ~ma%~°A ~ ,r~~~~~~ ~ ~_R~~~P ~;.,a,cra~rrzvc°. coamaa ~ 'r ~ ~'`"0.~'xm°tt~ ,yam .,y aF
~ ~ a, - ~ n RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH TWE NCDOT AND TWE ~ ° ~ _ - -~am~°~~
TOWN OF SFALLINGS GUIDELINES THE MOST STRINGENT 5HALL APPLY . ~ ' ~ ~ ( ~ ~ ~ ~ ~ ~r kna~ ~ / ,i
~ q,s~' ~ ' iJ , _ - _ ~ ~ ~~A~X~rre~f/ ~t F ~x
EROSION CONTROL NOTES; , `'/i'~ i - ~ ~ RIPRAP APRON RA-3-' ~ -~RAtJCH-1: `-EXI~1'EN~ CENTERLINE OF BRANCH- " m ~ ' ~ ' _ ~ ~ _ _ _ _ .-''~RAtJCH-IS~ INT~~iITTENT PEFF,r ~ ~ _ ~ -flVE~Cf1W~ 1~(EIR BYPASS T0~ ~ . r ~ ~
„ ~ (5EE DETAIL `2-f 1-1~ ~ -'"L~SGS MIDI ~ _ - 1. RLL STD. NUMBERS REFER TO THE MECKLENBURG COUNTY LAND / ' r '"ISSGS MIDLAND QUADRANGLE 8E BLOCKED~~OFF~. ~y' , ~ O Q
~ TOPOGRAP DEVELOPMENT STANDARDS MANUAL. ~ ` . ~ ~ ~ ~ ~ = _ _ ~ _ _ _ TOPOGRAP'fli~~7v1AP, 1996 _ ~ UNT'IE` SITE IS STABILIZES - A• ~ ~ ~ , ~ ~ ~ - ~ ~ ~ Z ~ ~
/ ~ ~ k~ •,t..'~ r _ ~ DOSE-L7iYER HIGH 4i \ 1
HAZARD SILT FENCE. - _ - - - - ~ TEMPORARY 12" CPP _ w ~ ` ~ ~ , P~P~ ; ~ ~ ~
~I Z. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT \ i`~ \ ~ - ~ y _ - ~ _ (SEE~ETAIL ON SHEET C-4,' i ~ 1N SHEET C-4,1~ _ _ _ - ~ ` -INLEI:~ 1L~V,. EI.EV~ = 680.05 FT_ ~ _ ' ~ , ~ ' ~ ~ ~ ~ _ OUTLET INV. ELEV. - 677:00 FT ` ~ ~ ~ ~ ~ ~ ~ ] ~ I1~
FROM THE ZONING ADMINISTRATOR, A ~ ~ - ~ i~ ~ ~ _u _ _ _ ~ _ LENGTH - 1 s.o ~r ~ , . ~ ~ , ~ , ~ . ~ , ~ ~ ~ ~ ~ z
''s ~ _ _
Y N I OWN N E P AN IS A \ / 3. ANY GRADING BE OND THE DE UDED LIM TS SH O TH L ~
VIOLATION OF THE TOWN/COUNTY EROSIQN CONTROL ORDINANCE AND IS SUBJECT \ / ~ ~ f , i ~ / ~
TO A FINE. STRAW WATTLES \ SILT FEIJCE OUTLE]" PROTECTION SILT FENCE; OUTLET PROTECTION ~ ~ ~ ~ ~ ~~w ~ ~
~ ~`,SEE.'DETAII''213~~ ~,~r,~~,„r (sEE DETAIL 1/IZ) rv / , ~ ~ , ~ (SEE; DECAIL 2/13} ~ ~ ~ p
CATCH BASIN INLET PROTECTION / ~ ' 4. GRADING MORE THAN QNE ACRE WITHOUT AN APPROVED EROSION CONTROL 7p , / ~ ~ ~ ~ r $ 67
(SEE DETR(L ON SHEET C-4.2) 0 / ~ ; , f'' 78 7 PLAN IS A VIOLATION OF THE TOWN/COUNTY EROSION CONTROL DRDINANDE ANO Rl~q ~ 6 67 i '
Rey / 80 9 IS SUBJECT TO A FINE. 9 ~x~ ~ pq ~r~ ~ ~ ~ ~ ~ (~,f)
ti , FUTURE OUTLET TO BR-1 TO BE / i1F ~ ~ R ~ ' ~~~~a 79 6$0
BLOCKED OFF UNTIL SITE IS STABILIZED ~ E ~i ~ r~ 683 --~J""`"~~' 5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR ~ r~ '°--.6 f 678 . fi~,a.~ r,. ~ \ ~ n
84 ry ` _ ..677 ~J f~ CB-2~o ~ 35.90' 28.6 ~ 5T-! ~ ~ ~ ;,'Ar i i , ~ i r~ ~ i , ,
CALENDAR DAYS, WHICHEVER 15 SHORTER. ALL OTHER AREAS, 15 WORKING STANDARD SILT FENCE ''r ~ / ~ iii k~ ~ \ \ 1 _
DAYS OR 90 CALENDAR DAYS, WHICHEVER 15 SHORTER. REFER TO THE EROSION (SEE DETAIL ON SHEET G-4.2) ~ _ _ _ _ _ ~ ° ~~`PRQP~}5ED 9,462 ~ , '4~ 2S~Gp'~ 15 ~3' ' ~ ~ r ~ ~
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. l \ ~ ~ l ` `~.P, ~CnG:- ~ - -
/ 4 ~ EXIS~G PIPE ~ - - INLET INV. ELEV. = 687.3 ~ ~ i ~ \ ~ '
6. ADDITIONAL MEASURES TQ CONTROL ER0510N AND SEDIMENT MAY BE ! - / ~ ~ ~ _ ~ ~ ~ A. _ _ r ~ _ . OUTLET INV. ELEV. - 8$7.35 - - - ~ r , . ~ -
~I REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT, LENGTH = 5.50 FT ~ _1 ~ _ - ~ ~ - ~ ' - ~ ~ x „ ~ w ~ ~
E ~ SLOPE - 0.2~ - A ~ ~ 1 ~ ~ ,
i a ~ F TR - ~ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2, 1. ILL SLOPES GREA E DRAINAGE AREA TO CATCH / _ O ~ k ~ _ _ ~ ~ ~ ~ RIPRAP APRON RA-2~'b ~ ~ ~ SILT FENCE OUTLET PROTECTION
BA51N CB-1 - 0.47 ACRES I _ , ° ? _ ~ ~ THAN 10 REQUIRE ADEQUATE TERRACING [MOLDS #30.16). SLOPES ST1rEPER ~ cC~: r ~ ~ ~ ~ • s~ (sEE DETAIL`~2/1 F ~ ~ r _ ; (sEE DETAIL 2/13) ~ u' ~ ~ ~ P:%ecc Number. [ 7-'. 0-0~3
~ - _ _ ~ 6 TWAN 2:1 5HALL BE EVALUATED BY A GEOTECHNlCAL ENGINEER AND MAY / ~ _ _ ~ ` - - ~ ~4. / ~~~w
~ L. REQUIRE STABILIZATION. - _ ~ ~ ~i - - ~ - ~ ~ ' ~ ~ ~ ~ 0- I I -2010 a D te:
s , ~ SEDIMENT TRAP BAFFLE
v r- - _ , B. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING / ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ r ~ (SEE DETAIL 2/1 D) l ` ~ Drawn 6yr JE.M
~
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. - - , ~ ` ~ ~ f ~ Checked By: NSF
~ ~ ~~S ` ~ ~ ~ i SEDIMENT TRAP ST-1
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT ~ ~ ` ~ ~ - - ~ ~ (SEE Df=TAIL 8110 FOR SPECII=ICATIONS) . ,
_ _ - - RIGHT OF WAY MUST BE PRESENTED AT PRE-COSNTRUCTION MEETING. (iF f ~ ~ .r - ~ ~ _ i , ! , ~ , A ~ . - - ' / T ' ~ DRAINAGE AREA (PHASE III GOVERNS) =128 ACRES ~ ReV15~ans. ~ ~ ' 06116120!0 0rl InalSUbm~~Eal
~ ~ APPLICABLE F PROPOSED DISTURBED AREA = 2.21 ACRES
, . f ~ ~ ~ ~ ` ~ ' ~ ~~5 ~ - ` ~ " ~ " ; SILT FENCE PEAK Q10 (PHASE III GOVERNS) = 6.84 CFS ° i o>> ~l~o i o Per NCDENR ~ ' ~ ~ ~ 1. w_ OUTLET PROTECTION REQUIRED STORAGE VOLUME = 4,608 C.F.
L ~ ~ ` ~ - ~ (SEE DETAIL 2/13} AVAILABLE STORAGE VOLUME = 7,531 C.F.
r - _ ~ ~ ~ o. _ ' \ _ _ ~ ' ~ ~ ~ .f ' REQUIRED SURFACE AREA = 2,976 SQ. FT.
_ \ _ _ ~ ` ~ AVAILABLE SURFACE AREA = 3,749 SQ. FT. , ~ ~ DRAINAGE AREA BOTTOM OF STRUCTURE ELEV. = 677.00 FT
~ _ ~ ~ 'Mty'~,. r w ~ ~ ~ , r = 68 _ ~ ~ r, ~ ~ 6~T ~Q 9~ _ ti ` ~ r~ ~ ~ ` TO ST-1 = 1.28 ACRES TOP OF DAM ELEV. - 688,04 FT _ -
6 ; ~ ~ ~ _ SPILLWAY~L"EV.~~ 680.00 FT
1 -~9 , . ~...~-692 - s~ ~ - . ~ • - ~ ' STANrOARD 51LT FENCE w. ~ ~ ` - PILLWAY WIDTH = 6=>^T- - _ - -
G A H SCALD ~ _ 6~ . ~ ~ IPE A~ _ & , - . _ _ ~88 ~ ~ ~ ~ (SEE ~E`'fAIL ON SHEET C-4.1) SPI~€:WAY~DEPTH = 2.0-FT _ ~ ~ Sheet Tale.
3fl 0 15 3D 6D - - - ~ ~ ~ ~ ~ w ~ ' fi ` i ti. ~ _
~ '~n , ~ r..~„ .yam. t , - r ti,~v . - 'r ' ~ ? ~ . ~ A rye, .r _ ~ f ~ ~ ,SILT FENCE OUTLZT~,p.ROTEGTION ~ Bk~FFLES TO BE SPACED PER t3RAWING _ f ~ E P. ; ~ ~ ~~SEE DETAIL 2/13) , _ ~ (SEE~DETAI,L 2110 FOR BAFFLE WSTALLATION DETAIL) , ~
_ r i ait "~..,-L..~ ,r yam ~ ~ . ~y~ ~ t I, ~ _ ,
_ ~ ~ _ ~ _ ~ ~ ~ PHASE III LIMITS GF~DISTURBED ~ V ~ ~ f1 ~l 6
_ - t ~ 1~J LJ' ~I - ~ R _ 2.36 ACRES ` I'
t
_m.._ r ~ . E _ ~ ~ . ~ poi ti..w :ter pdA ~ ~ ti_ _ _ ~'~SEEyDETAR.!~ r,A~ J f' \
i ~ _ i ..w~~.-. ppp ~ _ _ ~ 3„ ~ SUBJECT PROPERTY BOUNDARY _ _ --ry _ _ ti ~ ~ . ' _ - i
~ . , ~ _ ADJACENT PROPERTY LINE 4 ~ _ _ ~F r
tD ? -t~ - ? - ? EXISTING FENCE LINE ~ ~ _ _ _ _ _ _ _ _ ^ ~ _ A~Y~I~j - - - - - - - EXISTING 60 R G T OF Y - ~ ~ - (60 , ~LaB _ ..,J..
yu;n_ ~ _ ~ EXISTING GRADE LIEU ~,(G ~ , _ ~ ~
680 PROPOSED GRADE u ~ AY) _ ~ _ , . Sheet No y _ _ ' r,,,
FIELD LOCATED TOP OF BANK ~:r.. . ~ BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. ~ ~
- - - - - - - - - - - - -
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND IT'S THE LAW. STOP .;f AL Mm" mmm © awwmcwaniarncmmm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - - - _ _ - -
.a ter, a n SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A w,fm=OOMMAM mmwMgwlMMy SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION - m3l
9F REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

NOTE TO G,G, OVERALL EROSION CDNTROL PLAN NARRATIVE:
' [ . ALL INLETS MUST HAVE IMPRINTED UPON THEM A FISH AND THE WORDS. "DUMP NO WA5T1 THIS EROSION CONTROL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION IMPACT ON THE ADJACENT ' MP No WASTE, DRAINS To RIVER" ~ ~ I ~ ~
Oil EQUIVALENT APPROVED LANGUAGE,
100-FT RIPARIAN BUFFER. THE SETS WILL BE DEVELOPED IN THREE PHASES.
2. FORGATGH BASINS 5EE DETAILS 1!I 2 ~ 2112 ~ FORJUNCTION BOX 5EE DETA€L5 3112 ~ ( )
' 1. THE FERST PHASE WILL INCLUDE DRAINING THE EXISTING MAN•~MADE POND AND INSTALLING A PERMANENT
OUTFLOW CONTROL STRUCTURE. FOLLON~NG COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO LAYERS IPE I1E INLET SGhEDULE: P 5C DULE:
OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSOCIATED WITH THIS PHASE WILL BE
„ „ CATCH BASIN CB-I PIPE PI = 12" RCP THAT REQUIRED TO PREPARE THE EMBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP. _ INLET INV. ELEV. = 675,50 FT PIPE P5 = 36" RCP
RIM ELEV. - 68~.0o PT I CONSTRUCTION OF THE SKIMMER TRAP WILL BE CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND _ OUTLET INV. ELEV. = 675.00 FT PT INLET INV. ELEV. - 6&2.07 PT
INLET INV. ELEV. = 677,89 FT (FROM BR I) WILL 8E PLACED AND COMPACTED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER. TIME FRAME LI=NGTH = ! 23.50 F'T )0 FT OUTLET INV. ELEV. = 682.00 FT LENGTrf = 3&5.00 PT
OUTLET fNV, ELEV. = 681, 13 FT (TO BR- I ) SLOPE = 0.2% I~ L N ~ ~ ~ L E ~ ~J
FOR PHASE I EXCLUDING THE POND DRAINAGE f5 APPROX, 1--3 DAYS. OUTLET INV. ELEV. = 6 8.00 FT 0 LDA- [ SLOPE = 0.4% ( } 7 ~ )
PIPE P2 = i 5" RCP PIPE P6 = 12" RGP 'i` 7714 Matthews-Mint Hill Rd. '
CATCH BASIN CB-2 2. ONCE THE SKEMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND INSPECTED, PHASE II INLET INV. ELEV, = 677,33 FT 121M ELEV. = 6a2,ao FT PT INLET INV. ELEV. = 68I . I ~ FT P.C° Bax 691173
WILL COMMENCE, PHASE TWO WILL INCLUDE PREPARATION OF THE BUILIpNG AND PARKING LOT PADS, MASS OUTLET INV. ELEV. = 677,00 FT OUTLET INV. ELEV, - 680,05 FT (TO BR-2} )0 OUTLET INV. ELEV. = 68I ,00 FT Charlotte, NC 28227-9498
GRAOENG WILL START AT THE HIGH END OF THE SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LENGTH = 39.00 FT OUTLET INV. ELEV. = 677,33 PT (TO LDA- I ) LENGTi~ = 25.001=f Civif Site Design
LOW END. TEMPORARY DIVERSION CWANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWRROS THE SKIMMER BASIN. SLOPE = 0.8% SLOPE = 0.5% I Low Empoct Develapment
TIME FRAME FOR PHASE II IS APPROX. 3-5 DAYS. *IT SHOULD BE NOTED THAT THE SKIMMER SEDIMENT TRAP IS JUNCTION BOX JB-3
PEPS P3 = 12 RCP ' WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50-YR STORM. RIM ELEV. = 691.35 FT PIPE P7 = ! 2" RGP Small--Scale Building Design
I NLET I NV. ELEV. = 678.00 FT INLET INV. ELEV. = 687.35 FT FT INLET lNV. ELEV. = 680.05 FT Telephone: 7D4.573.i621 Facsimile: 7D4.248.7951
OUTLET INV. ELEV. = 677.00 FT OUTLET INV. ELEV. = 687, 15 FT ~o PT ouTl_ET INV. ELEV. = 680.00 ~T LENGTH = 9.00 PT
3. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BASINS AND CURB HAVE BEEN LENGTH = 165.00 FT SLOPE = 0.6% SLOPE = 0.5%o Seas:
' INSTALLED. THE MAJORITY OF THE 517E WILL BE DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRAP THAT WILL JUNCTION 80X JB-~}
BE CONVERTED TO A BIORETENTION FACPLITY ONCE THE SITE IS STABILIZED, A SMALL AREA AT THE NORTHERN RIM ELEV. = 683.90 ;`T PIPE P4 = 36 RGP PIPE P8 = 12" RGP ~
END OF THE SITE 0.5--ACRES) WILL PROVIDE SEDIMENT TREATMENT THRU THE USE OF STRAW WATTLES AND INLET INV. ELEV. = 683.24 FT INLET INV. ELEV, - 6&5.06 FT ~ INLET iNV, ELEV. = 680.17 PT ~r'
OUTLET INV. ELEV. 683.04 FT OUTLET INV. ELEV. = 682.27 FT CATCH BA5(N INLET PROTECTION. ''-7 ~ OUTLET INV. ELEV. = 680. I 0 FT o .°~~SSi~~~~~;.
LENGTH - 399.00 FT LENGThi = 10,00 FT ~ : ~
JUNCT[ON BOX JB-5 4. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE THE FUTURE LANDSCAPE DETENTION POND SLOPE = 0.7%a 5LOPE = 0.7°Io ~ . ~ I SE:~L ~p , ~i ~~~w «
' RIM ELEV, = 682.35 F'T IMLL PROVIDE SECONDARY TREATMENT THRU THE USE OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER, _ ~ a
INLET INV. ELEV. - 680.25 FT
1 OUTLET INV. ELEV. - 680.17 FT G N RA PR - TRUCTI N T S: _ E E L_ E _CONS ON ..0.E ~
~ / _ ~ `v EXISTING CENTERLINE OF BRAbiG~H' - fir- ~Z~o o
1. CONTACT 1HE UT6LITY COMPANY TO RELOCATE ANY EXISTING U11LITY PROPOSED BUFFER ~ ~ ~ ~ ~ _ _ _ IMPACT - 7,527 SQ. FT. / BRANCH IS INTER~+11~'TEN~ PER r
POLES. ALL EXISTING FACILITIES WHICH CONFLEGT IMTH THE IMPROVEMENTS \ r _ _ _ ` ~ _ _ _ ~ USGS MID.J.ANO'f;?UADRANGLE •
UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED A7 THE EXPENSE / ~ ~ ~ - RIPRAP APRON RA-3 ~ \ ~ - _ _ _ ` ' ~ TOPOGRAPHIC MAP, 1996 - ~ `
OF THE APPLICANT. 1 ~ ~ T.: ~ _~-~r~o (SEE DETAIL 211) ~ _ _ , ,.c
HDPE JUNCTION BOX , - _ as «~W~!, : ~"~sa~cc, an~an.,.,.8.am3~ n°.euns.,.a °.svmv~~a a. a a s~ °:_?ca~m a u ~=z ~r--~.e _ =..=s rsm xn,~.n, ~Q R _ r ~ ` fin,. - - R_1.P.RAP"APRON RA-1
PER MANUFACTURER S 2. SURVEYOR TO VERIFY RIGHT OF WAY LOCATION PRIOR TO ~ , . ~ ' ~ , - _ _ _ _ - _ - ~ ~ ~ .~z , ° = " (5EE DETAIL. 2/11;--
I NI-;~T ENV, ELEV. - 681.45 FT - ; ~ °.k - ~ _ - - - - _ _ _ - _ CONSTRUCTION. ALL PROP05ED IMPROVEMENTS AND CONSTRUCTION WITHIN OUTLET ENV. ELEV. = 6$1.36 FT ~ ~ r ~ - .~..u..----'"~-rte
~ A MAINTAINED RIGHT-OF-WAY SHALL BE GONE IN ACCORDANCE WITH THE „,r~ s ' ~,...;.~~r.~~~.i.~en.w,~;,,,r,,,mwa~*'~'~ _ - ~ :~o-z~ u ~ sm+e u ° amc q : s''' a-o roan = wmcco~°ma !
~ ~ m a~rA~- ° ""'o~ez~xnr~a,ra~xom~reavrW~a.z ' NCDOT AND THE TOWN OF STALLINGS GUIDELINES THE M05T STRINGENT ' ~ , ' - u.:asaacv~v'~'IIma'ca cm ~~a° r , `'°,ay~"'a`~°1.~ \ -,?a
( ROOF GRAIN COLLECTION PIPE RD1 ~ ~ ~ ~ d ~ ,t mss:°~ - )OF DRAIN COLL~2TfO,N PIPE RD2 ~ ~
SHALL APPLY), 12" hIDPE - • f ~ m,~, - - _ ROOF GRAIN G ~ ~ ~ 12" HDPE F" HDPE ` _ - ~ ~ ~ ~ C~
SEE DETAIL 5 10 t ~i ~ ` , SE -l3ETAlL~ ~ ~ ~
INLET INV. ELEV. = 682.14 FT ; ` ~s ' -E ~.o51oN cONTROL NOTES; _ _ IC~LET ENV. ELE~ OUTLET INV. EL V. = 681.45 FT 9~ ~ _ ~ E -°f RlPRAR 4PRON RA-2 ~ ~ _ LET tNV. ELEV. - 681.36 FT - . ~ ` W.~em[k&~aL~66n\ a~,a~a~'=,~ .,a~~
1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND - i ~ ~ _ _ OUTLET INV. LENGTH - 159.00 FT ~ ~ ° , ' _ - w , JTLET INV. ~E~~~`=~ 680.2~~- f'--- ~ , _(SEE DETAIL; 2~/7~ 1 j~" - - ~ ~ ~ -''~gXIMU~I~~~DISTANCE SLOPE ~ I ~
DEVELOPMENT STANDARDS MANUAL. \ SLOPE = 0.7% ! , ~ ~ ~ _ _ _ - - -~-~OT~-- ~ 5~ ;NCT-H-= i-~9:QI'im -FT _ - ~ ~ _ _ _ EXTEI~IDS INTO BUFFER = ~ 5-FT ~ ' = ' ' ~ ~
\ ~ ~ - ~ SLOPE - OJT V u; _ , - .OPE - OJq__-. RTPf~ApAPRON RR--6 P1P~P.9 , 1 Q ~
\ - I Q L ; - ~ 2. ON-S TE BURIAL PITS RE UIRE AN ON-BETE DEMO ITION LANDFILL PERMIT ~ - _ _ _ ~ m_ _ ~ ~ _ _ SEE DETAIL 2/11) , ~ ~
- _ ~ ~ ~ ~ d ~
FROM THE ZONING ADMI STRA O . BIORETENTIO S RUCTURE BR `;'J~ ~ _ ~ ~ 0 ~ T r _
(SEE DETAIL 3~14~ v ~ ~ ~ ~ - ~ ~ ~ ~ DDA- l r s I f r V J l !
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 15 A UNDERDRAINS SPACED 8 O.C. \ a r ~ , 8-INCH ~IDPE MAIN LINE \ ~ ~ ~ ~
VIOLATION OF THE TOWN COUNTY EROS30IJ CONTROL DRDINANCE RND 15 V ~ ~ ~ / W 4-IN PERFO TED HDPE ' 677 676 ~ ' ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~ , SUBJECT TO A FINE. PERPENDICUTAR TO MAIN LINE. 7', ~ ~ ~ . ~ ~ ~ z
OUTLET UNDERDRAIN INTO CB-1. ~ ,
67g 677 ~ 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION G.C. TO INSTALL CLEANOUTS EVERY ~ '
~ ' 680 67g CONTROL PLAN IS A VIOLATION OF THE TOWN/COUNTY EROSION CONTROL 24-FEET ALONG CENTRAL i , ~ ~ ~ ~ ~ Q
/ ~ ~r,,, - ~ 681 68~ ' ~ ' ~ ~ p... ~ ~ ~ j ~ ' J f ,
' ~ ORDINANCE AND 15 SUBJECT T4 A FINE. ~ COLLECTOR DRAIN ~ ' ~ ~ ~-..,55 _ / ~ 3 c Q ~ a 6 2 ~ ~
RIPRAP APR N RA-5 f ~ ~ ~ ~ ~ 68 0 _ „`4 Q) ,T" 1X.1 ~ ~ ~ ~ r : ~ 1 I fl ~ 111 1 h
5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DRYS SEE DETAIL 2 11 ~ ~ ~ ~ ~ _ _ ~ - _ ~ . ~
OR ~ CALENDAR DAYS, WHICHEVER IS SHORTER. ALL OTHER AREAS, 15 ~ _ _ ~ ' ~ , ~ - - ~ .ROPO ED 9.462 1 ~ / ~ ~ - ~
\ s ` ~ ~l ' WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO 1 ~ J.F. ~~.DG<_ ~ _ _ _ \ JB-5 ~ 22 2' ~ ~ ll...
SEA SHEET C--8. B ORETENTION ~ ~ ~ ~ ~ ~.~-.....r~..,~ ~ ~ ~ ~ ' THE ER0510N CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. J 6 4 ~ ~ ~ ' (683:50 ~ ~ ~ . ~ - ~ ~ EXTENDED ~RY DETENTION
DRAINAGE EASEMENT FOR , r ~ , 683, , _ ...:'.s;F ' 1 / ~ ` _ w~ ~ $ry h1,~1 AREA DDA-1 ~ v~. ~ - F'
BIORETENTION DRAINAGE A E~ ~ , 1 ,1 s4.~~? _ , F. F`-E, = 68~:Ofl-F I ` _ ' 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE AND EASEMENT MAP. ~C B-1 ~ a SEE DETAIL 5 13
! ~ 684.12. „ ~ ~ ~ ~ ~ ~ REQUEREO BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. ! ` tiPIPE P-6 ~ ` ' ~ _ ~ ~ ` , , ~
! - ~ ~ ~ ~ ' • PIPE P4 ~ \ \
AN ~ tb 7. SLOPES SHALL 8E GRADED NO STEEPER TH 2,1, F]LL 5LOPE5 ! ~ ~ A ° 6 , - - , , s8 PIPE'p $ I 684 ~ ' ~ , ' ~ ~ RIPRAP ENERGY
GREATER THAN 10 REQUIRE ADEQUATE TERRACING ~MCLDS X30.16]. SLOPES ~ , - _ _ ~ ~ ~ ~ 4` _ 7' ~ ~ n` F ; DISSIPATOR AT BR-2 OUTLET
- , STEEPER THAN 2.1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER I ~ , ~ ~ ~ ~ SIZE = 4-FT WIDE X 6-FT LONG
_ r _ ANO MAY REQUIRE STABILIZATION. . - ~ - _ ® r . _ , , ~ D50 - 4-IN.
7 ; ~ • ~ f
~ - - - I ~ ~ ,~?.OO 686.63 ,l ` ~ , BFI ! ~ , , 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING C ~ ~ ~ _ _ _ - ~ I R T _ B 0 ETEN ION STRLICTUR R _ E B 2 \ ioo 17 33 Proect N~r~ber
9 - , 2 , - ~ ` ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ~ •S . ~ - ~ ~ \ / r _ ~ ~ (SEE DETAIL 4/14) ~
' ~ ~ ~ ~ ' (68T.50a ~ , 6', ~ ~ ~ ~ - ~ l UNDERDRAINS SPACED 8' O.C. ~ io-i i-zoEo fl ate: _ -
_ ~fl'V ~ 82 81 ~ - ~ ` ' - `~---r`~'0~7.{~C~- 6"B~G.~38, - _ ` ~ ~ 8-INCH HDPE MAIN LINE
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT , . ~ _ ~ 684 83 _ ~ . ~ 886 685 ' ~ , , _ ~ ~ _ H686:S9~ ^ ; ' ~ ~ 6 ~ - ~ - - ~ W/ 4-IN PERFORATED HDPE €7rawr. ey:
RIGWT OF WAY MUST BE PRESENTED AT PRE-GOSNTRUCTION MEETING. (IF _ , 4-6$.7. - PERPENDICULAR TO MAIN LINE, ~ _
6 fi ~ ~ 8 $ ~ APPLICABLE) . - . ~ - . . ~ --688--~ ~ ~ ~ \ _ ` ; ti~~?, , v ~ . r_ _ G.C, TO INSTALL CLEP,NOUTS EVERY c~~~k~d ~y. Nip
~ ~ ~ ~ w _ . 6850 ~ - ( } (687 31),` , ~ - _ ~ 687.00: I~ w ~ ~ ~ 86,81 ~ ~ . ~ ~ ~ 24-FEET ALONG CENTRAL
_ _ - I ~ -A ` ` ~ 1~~: COLLECTOR DRAIN Revisions:
' w ~ 65,9 6 ~ ~ ~ 6 ~ c46 ' osnolzoi0 On anal Submittal y ~
~ ' - ~ ion uzoio Per NCD);NR
t ~ i ~ ~ _ s~, - G~
- , ~ j, A - . _w.- , S , ~ ti ~ ~ U . _ fPE p _ 8~ ~ Fs~_ . ~ 688 ` = ` SEE SHEEI'~C=~1 (BIORETENTION
w vAS ~ , --.w . _ -4 s _ _ _ ~ ~ \ DRAINAGE/EA5EMEN1' 1vlAP} -FAR
- ~ ~ y _ _ . o RIPRAP APRON RA-~ ~ ~ B~OrR~TcNT>"ON DRAINAGE AREAS
_ , . , "'^V~ ~c ~ r A~ ~ -^"+.4 ~^4-,.~ tom. P-5 (SEE~ETAIL 2/11) AND EA5EMEI~T~-MAP.
_ - _ n . ' - °".v _ _~~y s 38-4
~nS may" " ,r y ~ - - _ 60; ~ o~ , ` _ - - - ~ - ~ _ _ _
w~ . ~ ~ ~ ~m . w ~ uMS-~-.~.. ~ ma A ~ ~ ~ ~ Sheet Tale: - - ,
ti C:cS ~ r , _ _ _ _
~ ~ ~ ~
w UnS r.: _ _ ~ ~ 4 t
~ ~ f
_ _ ~~o ~ _ _ ~ t~s~~c 1~ ' _ ~ ~ ~ ~1 \!-1 _x
, EXISTING 36 PIPE - ' ~ ~ - _ E ~~A~
INLET INV. ELEV, - 687.36 FT -
~ OUTLET INV. ELEV. = 687.35 FT -
, LENGTH 5.50 FT w . , ~ 1' .y -
SLOPE - 0.2% ` <; ~ ~ a ~
= ° ~ ~ ` - - _ r " Y=~ ~ ~ Sheet No:
LEG ND E
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. SUBJECT PROPERTY BOUNDARY _ _ - - - - ADJACENT PROPERTY LINE 30 0 15 ~ 3~0'"`~-~----~=~~`-`~-~--== n
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND _ - - - - - _ EXISTING FENCE LINE""-
MomIXe*am AM44 0003M WPMK= autanxo ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING 7 wrmmu ;ORm "ORd aamrom SOP buU - - - - - EXISTING 60' RIGHT OF WAY - - - - - - - EXISTING GRADE
waum WA= a~ *pow SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A 58fJ SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION PROPOSED GRADE
M 0"m IN" IL 0pmm 4a It UNA= ocmm REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYNG SERVICES - - - FIELD LOCATED TOP OF BANK

_,r-___ _ _
N RA P - NSTR N T
1. COT I N ACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES, ALL EXISTING FACILITIES
NOTES: r WHICH CONFLICT WITH THE IIPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE REL T TAPPING VALU~ OCATED A THE - AMI~~~
EXPEN ~ . 11 INSTALLATION, MA i ERIALS AND DEVICES SHALL SE OF THE APPLICANT, TAP BY EXIST[NG WATER MAIN
CONFORM TD UNION COUNTY PUBLIC WORI(S DEVELOPER
SPECIFICATIONS AND REQUIREMENTS
2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS
AND CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF-WRY SHALL BE DONE IN ACCORDANCE WITH THE NGDOT I INT DIP FROM TAP 21 ALL PIPE TD BE RES i RA NT JO EXISTING EXISTING
AND THE TOWN OF STALLfNGS QUID I T TO BACKFLDW AND/DR FIRE VAULT.THE 1-112 & 2 EL NE5 (HE MOST STRINGENT SHALL APPLY). EDGE OF PAVEMENT WATER MAiN WATER MAIN
INCH PIPE SHALL BE BRASS TD THE BACKFLDW. THRUST BLO KING
MAINT N P N~ ALTERNA I E 13 €NCH VALVE ANG RESTRAINT E ANCE LA RESTRAINT JOINT
~ ~U DFBR.ASS ENCASEMENT THE FOLLOWING MAINTENANCE PLAN 5H BE F F JO.NT D1P IN _IE ) ALL OLLOWEO OR EROSION CONTROL DEVICES UNTIL THE SITE 15 I I Th THRUST BLOCKING DIP PIPE FROM VALVE
COMPLETELY STABILIZED AND AFTER CONSTRUCTION FOR STORM WATER MANAGEMENT DEVICES THROUGHOUT BI FEES MUST $E PAID FRIOR T 0 INSTALLATION. TD 54' PAST CASING TAPPING 5LE VE ~ ~ G ~ ~ ~ ~ N
I I THE LIFEGYCLE OF THE DEVELOPMENT. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR (I "°r- ~ VALVE 7714 Matthews-Mint Hill Rd.
IN 4 NO PVC PIPE SHALL BE USED WITHIN 5 FEET EDGE OF PAVEMENT TA SPECTION AND MAINTENANCE OF ALL EROSION CONTROL FEATURES. FOLLOWNG CONSTRUCTION, THE ) TAPPING SLEEVE _ 5~' P.O, Box 891173 I
EACH END OF BACKFLDW PREVENTER. GATE VALVE PER MA€N TEE PER MAIN SIZE OWNER/RESPONSIBLE PARTY 15 RESPONSIBLE FOR INSPECTION AIVD MAINTENANCE OF ALL STORM WATER V s~ vALVE 'Charlotte, NC 28227-9498 ~
S[ZE BY DE ELOPER BY DEVELOPER ENCasEMENr ~ _ Dlp _ Civil Site Design
MANAGEMENT FEATURES, 5M 3 INCH & LARGER; CONTRACTOR INSTALLS
1-112" OR 2"WATER METER PUBLIC FIRE HYDRANT APPROPIATE DIP LINE THROUGH VAULT AND AND VAULT PER UNION COUNTY a a o ~ Low Impc,ct Development
1. ALL EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ANY SUPPLIES VAULT. UfdfDN COUNTY WILL INSTALL HAND WHEEL VALVE TD BE STD BY UNION COUNTY AT ° ~ DIP WATER MAIN ~ SmaN--Scale Building Design ENCASEMENT
RA1NF METER AND BYPASS AT PREVAILING COSTS. INSTALLED AT TIME OF TAP ALL PRODUCING RUNOFF' AT LEAST ONCE A WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY SO PREVAILING COST Telephone: 704.573,E 621
THAT ALL R0510N ~ CONTRACTOR TD INSTALL APPROPRIATE SIZE RPZ. E CONTROL MEASURES ARE MAINTAINED A5 DESIGNED, OPTION "D" Facsimile; 7x4,248.7951 OPTION "A"
1-1I2" OR 2" BACKFLDW RIW 61 FIRE DEPARTMENT CONNEETION €FDQ MUST BE WITHIN N. TO FACE OF VALVE
PREVENTER REDUCED ~ -a MI 2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A5 NECESSARY, AND MULCHED RCCORDING TO THE 1~0 FT MAX OF PUBLIC HYDRANT PER FERE CODE. TIE IN - DUCTIi.E IRAN DETAIL TIE IN - DI, RESTRAINT JOINT DETAIL Seals:
PRESSURESYSTEM BY SEEDING SPECIFICATIONS AND THE REMEDIATION PLAN IN ORDER TO MAINTAIN A DENSE VEGETATIVE COVER. I - ~~~Iiill~il/ P
DEVELOPER ABOVE GROUND FIRE VAULT AND BACKFLDW BEHIND 5ET BACI(IUNIDN ~ ~i
PREVENTER:REDUCEDPRFSSURE 3. ALL SEEDED AREAS WILL BE RE-FERTILIZED IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. COUNTY STD,) SYSTEM BY DEVELOPER ISEE DETA[L) ' 9 '
,
GRASSED AREAS WILL BE MOWED AT LEAST ONCE A YEAR, NOTE SET BACK LINE NOTE: C3?DO6
OPTI w ~ .THE OPTION "A" OR "B" WILL BE RExU1RE0, OFFENDING ON THE AMOUNT OF SPACE AVA[LABLE, TO BE FIELD VERIFIED ~
4~. STRUCTURES UNDER CONSTRUCTION SMALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED o yo ,u I N ; .~,~~`~ti
~ ~ PORTABLE FIRE EXT6NGU15HER IN ACCORDANCE WITH SECTEON 906 AND 51ZED FOR NOT LESS THAN ORD[NARY n fii~~lA~I R~ IQ~~~~`•.
HRZARD AS FOLLOWS: i
A) AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED,
~1ATR CONNECTION TAI B IN EVERY STORAGE AND CONSTRUTI N SHE . L O D TA~'PING SLEEVE DETAL
SCALE: N,T,S. REF: UNION COUNTY STANDAP~ DETAIL 22 SCALE. N.T.S. [REF; UNION COUNTY STRNUARD DETAIL X18]
C) ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL HAZARDS EXIST
' INCLUDING, BUT NOT LIMITED T0, THE STORAGE AND U5E OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
GENERAL NOTES:
- ~'1. FIRE ACCESS AND WATER SUPPLY SHALL BE T ~ ES ABLISHED AND MAINTAINED PRIOR TO VERTICAL \
'CONSTRUCTION. \
\ PROPOSED SEWER CLEANOUT
\ SEE DETAIL 2 12 i c r) 2. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES, ALL EXISTING FACILITIES ~ r'
WHICH CONFLfGT WITH THE [MPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT TH \ E 4" SCHEDI~CEpp 4 P.V ~
EXPENSE OF THE APPLICANT. "\fl 'C ~ ~
LENGTH = ~ FT
MINIMUM 1 % SLOPS ~ PROPOSED 1.5'~ WATER LINE
3. 1.5" DOMESTIC WATER SERVIC T INT ~ E 0 BE S ALLED BY UNION COUNTY ONCE REQUIRED FEES ARE PAID. G.C, TO TIE INTO FOR DOME5TIC SERVICE I
1,5° REDUCED PRESSURE 8,4CKFLOW A MB Y T ~ PROPOSED SEPTIC SYSTEM SSE L O B£ INSTALLEq BY DEVELOPER. P,C, TO VERIFY REQUIRED 90 DEGREE 6" ELBOW GG TO COORDINATE WITH BUILDING PLANS L~ 9
i (DESIGN AND LOCATION BY OTHERS) WATER LINE 51ZE WITH ARCHITECT PRIOR TO CONSTRUCTION, CONNECTION FITTING ~ OTHERS} (LENGTH = 92.00 FT) ~ ~ ~ Q
6" GATE VALVE ~ 4. PLANS FOR SEPTIC SYSTEM MUST BE APPROVED BY UNION COUNTY HEALTH DEPARTMENT PRIOR TO
45 DEGREE, 1.5 ELBOW ~ ~ ~ ~ ~ ~ ~
VERTICAL ~ N FIRE HYDRANT 285-FT FROM MOST REMOTE - CONNECTION FITTING ~ tt I ~ Z' ~
CO STRUCTION. ~ CORNER OF BUILDING, THEREFORE O.K, ~ ~
\ , ~ PROP05ED B" DUCTILE IRON ~ ~ ~ Z L
5. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER FRAM \ ~ . WATER LINE FOR FIRE SERVICE ~ ~ ~ ~
MEETING THE REQUIREMENTS OF THE T WN OF ~ ~ 0 STALLING S OR UNfDN COUNTY ORDINANCES, POLICIES, AND pp Q ^ (LENGTH = 102.04 FT) ~ ~
STANDARD SPEOIFICRTIONS., SAS APPL€CABLE), \ / ~ A,... ~ N ~
9 ,5" BACKFLOW PREVENTER Q ~ O o
6. AN APPROVED WATER SUPPLY FOR FfRE PROTECTION, EITHER TEMPORARY OR PERMANENT SHALL BE MADE \ REDUCE PRESSURE SYSTEM BY DEVELOPER ~ ~ L ~
' / ABOVE GROUND BEHIND FRONT SETBACK LINE ~
AVAILABE AS SOON AS CCMBUSTIBLE MATERIAL ARRIVES ON SITE. ~ ~ (SEE DETAIL 9/10)
~ ~
7. ALL ELECTRICAL INS L AT N TA IO S MUST COMPLY WITH THE 2009 NCSBG. ~ ~ ~
IRE HYDRANT-~, ~ " ~ ~ ~ ~ 1.5" WATER METER AND VAULT
E DI=TAIL 8/12) - _ (SEE DETAIL 9/12)
~ - ~ _ _ t~ -
' ' ~ . 6" GATE VALVE , ® - .i - BORING PIT (BP-1)
SEE BOR9NG AND RECIEVING PIT
-~F.,~, TT NG DIMENSIONS CHART ON THIS SHEET
- ~ ~ - ry- - -
n , _ . ~o,
6~R AND PECI~~ING PIT D1M~NSIONS CHAT r, ~acx
~ ~ ~ w
Project Number: 17-10-033
APPLICATION DEPTH LENGTH WIDTH ..~,n
~ . . Q ,..w• EXISTING POWER POLE TO BE RELOCATED o~te; 06-1 o-zo l o _ G.C. TO COORDINATE WITH DUKE POWER

~ ~ 90 DEGREE, 1.5" ELBOW W , ~ Dramin 6yr JLM ELBOW
J ' ~ CONNECTION FITTING - . m w.. IG
6" DUCTILE - - 20 F 15 FT ~ gP ~ IRC)N WATER 6 FT (a) T r' v-,. ~ ; ' ~4 Chec~d 6y: NRP
u.,. a, ~ w. _ - LINE ~,`ti"'_-~. ' ~ u.,, ~
~ti 6 TO~ 1.5~.REDUCER r . ~ ~ ~ _ ReviSEOns:
~ ~ wry,; -_.r . i ~ - J61I61~O~C Oriair~alSu~mittai r
6 DUCTILE ~ ~ n, ` ~ .
R - P 1 ~ fi F 12 FT 15 FT `w~.. ~ r--,-..~ IRON WATER T
_ W.,a ~ ~ ,.~s _ LINE ~ _
yip _ G~; r, ,
G.C. TO CC)NFRM ACTUAL WATER LINE DEPTH PRIOR TO BORING, - - n..,;~
UTILITY CROSSING _ n ~/Y~
XISTING IN wv E GAS L E ELEVATION UNKNOWN _ _ _ ,~,~,m..~ „ ` - PUg~~C GC TO FIELD VERIFY ACTUAL DEPTH _ \ n-.~..~,,, ' r LIC RfGf~rT-OF_I,~q~
PRIOR TO CONSTRUCT N T '~oH IQ - Sheet Title:
~ urn ,~r y WATER CONNECTION o~___.,~,--~
~ SEE DETAIL ON THIS SHEET
~ dYU--^~ ~NfJ--,...~
6" TAPPING SLEEVE AN VALVE D
SEE D TAI ON THRUST BLOCK ( E L THIS SHEET) Q~ _ _ _ UTILITY
(SEE DETAIL 6/12) ti~ P Ll"~ I V
A MINIMUM 45.00 FT OF STEEL CASING TO
BE ADDED TO THE 6" PUSH-ON JOINT
» RECIEVING PIT RP-1 t ) RESTRAINED DUCTILE IRON WATER LINE
9D DEGREE, 6 ELBOW SEE BORING AND RECIEVIN CONNECTION FITTING G (SEE DETAIL 90/10}
PIT DIMENSIONS CHART ON THIS SHEET HIS SHEET
' Sheet No: -
LEGEND LEGEN~ GRAPHIC SCALE
QCCCI~C Vl11t f11 ~ 1 L I~ r+ni i T, it ~.in nr.ir n.~ ~ nr.,TrY,
u~ v w vv v . ~~i I~FNLL IMr- IN 1. VINL-~HLL Ur-P4ItK HI 01 SUBJECT PROPERTY BOUNDARY 30 0 15 30 60
REFERENCE: ALL. PARCEL, AND BOUNDARY INFORMATION FOR THIS PROPERTY AND -p- - - ADJACENT PROPERTY LINE
CLwori K ma"mCTGINPCcow= ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING IVS THE LAW. ~ EXISTING FENCE LINE - - - - - EXISTING 60' REGHT OF WAY ~a .
°rdtmm ,ORm7m(Ammm?a 6 SERVICES. PR RTY 0 =mw "w= mm.w"Kw rand COMM OPE DIMENSIONS AND CO RIDINATES FOR PROPERTY REFERENCED FROM A - w - w - v w - w w = ommti mmlr rAmmm OPV SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION -w -w -w -w -w -V w - EXISTING WATER LINE V -w -V - PROPOSED WATER LINE
lK V04= a ~n~wa M V" REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVE YNG SERVICES ss ss PROPOSED SEWER LINE

\ -l a1 r5~ ~
/ ~
/ . 3`
~P a
0 / ~ a0 -
/
/
/
/

.
EXISTING CENTERLINE Off' BRANCH
BRANCH IS INTERMITTENT PER is ' 1 . '~I~lV~~~~f\tIV~''
USGS MIDLAND QUADRANGLE . ~ 7714 Matthews-Mint Hill Rd, 1 P.O. Box 691173
_ TOPOGRAPHIC MAP, ~ 996
_ _ i. '1 Chariatte, ~C 2$22?-9496
_ 1 Civil Site Design
, ~ Low Impact Development -
/ . - Small-Scale Building Design
/ . ~ ~ - -
/ - - ~ . ` / ~ Telephone: 704,573.1621 - Facsimile: 704,248.'7951
~ / - - _ r
. _ ~l - _ ~ . / - Seals,
~ 1 ~ _ .y \ _ . _ ~ r ~ ~ _ w.:: .,~m ~ -
. ~ ~ ~ lll~~I - -
/ , . _ _ _ ~r~ . P
elE~ri4r,y~ . ad~!~o~u~r rr~r - ~ ~ ` Si j ~r rlw¢~ ~r ice®p~':woo ~t~ y - ~ ~ , ~r~ - ~ "nom _ :+a~+». _
o _ W e twMe. ~ ~ e ~ ~,y rr,..e,~.` , ~ w . q~F r :
r _ ~ ` c ~ i ' r ~ ~ -
ar '
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~ _ _ _ .y . - ~1 _ . _ _ _ r _ _ -
~s . ~ _ _ . ~ _
_ ~ _ . r _ w. - _

u / - - _ -

~ ~o
1 ST SEGMENT TIME OF CONC. ~ ~ ~ / i
LENGTH = 199.0 FT ~ ;0
- ~ ELEV. CHANGE - 17.0 FT ~ , ~ n~
ASE. SLOPE = 8.586 ~
~ ~ U~ ~R ARl B ~ , ~ ~ ~ ~ . ~ ~ ~
~ ~
_ ~ ~ ~
~ _ ~ ~
~
~ T~ _ m_ u _ _ ~ _ ~ ~Q~
_ . ~ . 1.~,
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. _ ~ ~o~
f _ _ _ / - ~ - _ i _
r ~ ~ ~ Q
SUBBA~I N I . . j - _ - _ t~ ~ ~ ~ ~
_ _ ~ DRAINAGE~~~aREA = 2.44 ACIDS ~ `
~ ® ~ ~ ~
NYDRIC SAIL GROUP= 8~ . ~ ~ _ ~ ~ , . _ _ s ~1YD~~L~~i~ SOIL G~~UP C \ ~
.C~-84 .
w ~ t _ _ ~ e ~ ~ ~
_ _ TIME-~F--CONC. = I.~:~r~ MIN. f _ A - ~ - ~ _ ~ ~
- V ?
a
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- _ _ . _ ~ _ _ ~ s
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k. ~ Yy `ti ` ~ - - ~ ' , , , .a ` ~ O ti i r
~ .ti - . _ ~ W - _ ¦ ¦ _ _ -¦r Project Numb~°r; 17-I 0-033
~ r~ .r ~
, ~r _ _ ~ ~ _ rr. Elate: Of,-16-2010
_ n _ - _ - ~ _ _ "r +
~ ~ i -r ~ ~ _ _ - ~6D~ ~ I Qrawn &y, JW€
e .r ~ -
~ w ~r. . _ Cheered 6y: NP.P
Revisions..
~y o~IlEl2c~lo Ori m~ al5ubm~ttal
"
1 o~.. VS/~ . rr r.~. YYY
EXISTING 36" PIPE _ INLET INV. ELEV. = 687.36 ET ~ _ _ _
T INV. E 687.3 FT ~ ~ OU LET LEV. - 5
LENGTH = 5.50 ~ - _ '60'`
- ` ~ '60 SLOPE = 0.2% RAW- _ _ _ - _ _
~

Sheet Title:
Pf~C i
DEVE~faPr a
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811.
MAP
LEGEND STEP; l
SUBJECT PROPERTl JECT PROPERTY BOl1NDARY GRAPHIC SCALE Sheet ,No
- - - - - ADJACENT PROPER' _.W ;W ~ EXISTING GRADE ACENT PROPERTY LINE ~ ~ I
d--~,,~---a G---~o EXI5TING FENCE LfP STING GRADE STING FENCE LfNE BO - t5 30 50 p` r _
- - - ^ LXISTING bU KIriH I ;LING bU NIGH I OF WAY
® .rs rr~ SUBBASIN DRAINAG BASIN DRAINAGE AREA 1 D LOCATED TOP OF BANK C~7
REFERENCE: ALL PARGEI AND BOUNDARY INF~MATION FOR THIS PROPERTY AND FIELD LOCATED 701: °auarnxmmna ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
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~n-~--~? EXISTING PENCE LINE GRAPHIC SCALE
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EXISTING GRADE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ' STOP anw ®ma wmc arc r- 666L ALL 0" omnnm m uc a ncmwrofe ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING I TS THE LAW. - - - - - -W PROPOSED GRADE } - W FI ELD LOCATED TOP OF BANK ¦
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V L V ~ USG5 MIDLAND QUADRANGLE . • Ghariotte, NC 28227-9498 r
TOPOGRAPHIC MAP 1996 - -w _ ~ Civil Site Design
Low Impact Development
- - r i 1 / ~ Small-Saale Building Design ~uw
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LEGEND LEGEND Sheet No:
GRAPHIC SCALE SUBJEGT PROPERTY 94UNDARY ~ ~ ~
Mr-r UKt 1 VU UEl7 I Ll I . I IALL I IlL INU VINt-UALL ULN I inK H € 0I I - - - - ADJACENT PROPERTY LINE 30 0 15 30 60
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REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND *mmmmmiaea aum or Re cmrmm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING TOP EXISTING GRADE wY.
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VATCI I VAIN CL/~ I \ {mil / ~ P~~ ap~ -
DRAINAGE AREA, A - 0.32 AC /y~~ •P ~S
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RUNOFF COEFICIENT C = 0.95 ? ~ a \ ~ ~ ~ -
RIANFALL INTENSITY, I = 7.03 IN/~iR ~ \ pad R` _ ~
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DRAINAGE AREA, A = 0.7 ! AC
? RUNO~~ COEFICIENT C = 0.95 ? ~Q~ ~ ~
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RIANFALL INTENSITY I = 7.03 IN/HR ~ P.O. Box 691173 ' ( Charlotte, NC 28227-9498
_ - I 0 YEAR FLOW Q i o 4.74 CF5 j ~ Clvil Slte DLSIgn
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ROOF DRAIN C~LLI=CTION PIPIT RD- I ~ ~ i ~ Smolt-Scale Building Design '
EXISTING CENTERLINE OF BRANCH ~ , _ ~ _ _ DRAINAGE AREA A - 0.13 AC - , ~ ~ Telephone: 704.573,1621
' BRANCH 15 INTERMITf'ENT PER ? - _ _ _ ~ ~ ~ Faesirnile: 704.248.7951
= USGS M[DLAND QUADRANGLE - - RUNOFF COEFICIENT C 0.95
TOPOGRAPHIC MAP, 1996 RIANFALLINTENSITY I = 7.03 ININR ~ - _ Seals:
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QW= F~ IM 002M OF M =MM Je oo IMWM REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

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d I r4' SURF AREA ~ 1. A GROOVE JOINT 1" DEEP WITH 1/8' R.4gf SHALL BE REOUlREO . 'r;" IN THE CONCRETE SIDEWALK AT 5` INTERVALS, ONE 1/2"
~~yy~~ qqppNN~~ 1 ~ L N(LS: pF~URFpCE p 1, DRIVE 5' STEEL PAST' AT LEAST 06T AT LEAST i '~1~"~'. ' , ' EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
ppUU7L~ _Zpp~E g~ 24' INTO SOLID GROUND, r DING; FOR PERMANENT SEEDING FlLL SUES STEEEPER THAN 3:1, USE HYDRAULIC SEEDING EQUIPMENT TD AP~.Y QF SWRFRCfi p~EA . . tOUND ~ . • ; EXCEED 50' AND MATCHING EXPANSION/OONSTRUCTION JOINT iN • ~ ~ . ; , ; ADJACENT CURB, A SEALED 1 /2" EXPAN510N JOINT WILL BE
5~-,-, SEED AND FERTILIZER, A W006 MULCH FlBER AT 45 LB t,n00 50, FT„ AND MULf&I TACTIFER, 2, U~ STAPLES 1' APART APART 4" , : ~ ~ ~ .'s i. REQUlREO WHERE THE SIDEWALK JOINS ANY RIGID "STRUCTURE, VERTICALLY I ' r .
EFFECTIVE OCTOBER 1 2005 THE LIMIT FOR / HDRIZpa1rALLr AND VERTICALLr r r TO ATTACH THE POROUS FOR GENTLE TO FLAT SLOPES OR TEMPORARY SEEDING, BROADCAST SEEP AT THE RECOMMENDED RATE W17N $AFftES TO T}IE 'MRE FENCE. OROUS I ~ r''"~' r".- 2. 91OEWAl.K AT DRIVEWAY ENTRANCES TO BE 6" THICK. , TARE FENCE. , cA.`.
ESTABLISHING GROUND COVER ON SLOPES HAS CHANGED A CYCLONE SEEDER, DR9p SPREADER, DR CULTIPACK SEEDER, RAKE SEED INTO THE SOIL AND LIGHTLY PACK TO ESTABUSH G090 CONTACT, ' X 3, MINIMUM BAFFLE SPACING IS 1Q'. . • 3, WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SIdALL BE A SPADING IS 10'. ; MINIMUM tlF 5'. WID?H OF SIDEWALKS IN THE CENTRAL BUSINESS
TO 21 DAYS. USE CERTiFlEA SEED FOR PERMANENT SEEAIND WHENEVER POSSIBLE, CERTIFIER SEED IS INSpECTEA BY THE / IE BASIN IN ~ GROOVE JOINT III SIDEWALK DISTRICT WILL ~ DETERMINED BY THE CITt'/OOUNTY ENGINEER,
NORTH CAROLINA CROP IMPROVEMENT ASSO£IATIDN. IT MEETS PUBLISHED NORTH CARpLMA STANDARDS 4, THE FL0~2 OF THE BASH IN THE OUTLET ~fAdE AND BERMS AND SHOULD BEAR AN pFFtGAL "CERTIFIED SEED" LABEL F~I~L-d x ~~q~p~PQUjg SHpULO BE SEEPED INMEOEAIELY AND BERMS 4, WIDTH flF SIDEWALKS ON NON-THOROUGHFARE STREETS SHRIl D INMEOEATELY ~ BE R MINIMUM OF 4', UNLESS OTHERWISE SPECIFIED BY
ESTABLISHMENT DF YEGETR7ION SHOULD NOT BE ATTEMPTED ON SITES THAT ARE UNSUITABLE DIYc TO LABELING pp NON-CERTIFIED SEED IS RLSO REQUIRED BY LAY. LABELS CONTAIN IMPORTANT INFORMATION \ AFTER THE BASIN IS L; INAPPROPRIATE S(ML TEXTURE (TABLE 6.1OA), POOR DRAINAGE, CONCENTRATED OVERLAND FLOW. OR 9N SEED PURITY, f~RMINAT]ON, ANp PRESENCE OF 41'O00 SEEDS, SEEDS MUST MEET STATE 5TANDAR05 ~ CONSTRUCTED' IS i TOWN SUBDMSION ORDINANCE
STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO CORRECT THESE PROBLEMS. FOR CONTENT AND NOXf{yU5 WEEDS, Qa NOT ACCEPT SEED OONTAININD "PROHIBITED° N4XIOU5 WEED SEED, 5, REFER TO NCESCPDM SECTIpN I, ADM SECTION 1/6" PADIUS 5, SIDEWALK TO BE POURED TO END OF RADEU9 AT INTERSECTING ~ ~ ~ ~ ~ E
TO MAINTAIN A GOOD STAND Of VEGETATION, THE SOIL MUST MEET CERTAIN M~IMUM REgUIREMENTS AS A MULCH ALL PLANTINGS IMMEDIAIELI' AFTER SEEDING X6.65 FOR ADOITIpNAL I ~Rl}r SPECIFIATIONS, GRDW[H MEDIUM. THE EYJSTING SOIL SHOULD HAVE THESE CRITERIA: J e~ X INAL ~ STREETS. L
- ENOUGH FINE-LTtAINED (SILT ANQ CLAY) MRTERIAL TO MAINTAIN ADEQUATE MOISTURE ANO NUTRIENT SUPPLY (AVAILABLE WATER CAPAOITY ~ AT LEAST Qn5 INCHES WATER TO 1.OA (NGH OF 5~L), j ~ 6, CONCRETE COMPRESSNE STRENGTW SHALL 8E 3600 PSI. IN 26 DAlS, PO BO~i ~ 73
- SUFFICEENT PORE SPACE TO PERMIT ROOT PENETRATION. - SUFETCIENT DEPTH OF S98L TO PROV1tlE AN ApEQUATE ROOT ZONE, THE DEPTH TO ROOK OR FOR PERMANENT SEEDING FILL SLOPES 3:4 OR GREATER: ' ~ ~ ' '~5'" Tp'f"" 7714 Matthews-Mint Hill Rlaaa Mint Hill, NC 28227 'f
IMPERMEABLE LAYERS SUdi AS HARDPANS SHOULp 6E 11 ENCHES OR MARE, EXCEPT DN SLOPES - IN Mkp-StR,1MER, LATE FALL, OR WINTER, APPLY tp0 LB/1000 5O, PT. GRAIN STRAW, COVER 4VlTH pO 53EEPER THAT 1:1 WHERE THE AppIT30N OF SO#L IS NOT FEASIBLE. NETTING AND STAPLE TO THE SLOPE, EN SPRING OR EARLY FALL USE 45 LB/t00O SQ, Fi. WK1U0 AFT ;'u.
- A FAVORABLE H RANGE FOR PLANT GROWTH, USUALLY 5.0 - 8,5. Fl ETC - FREE FROM LARGE ROQTS, BRANCHES, STONES ,LARGE CLODS OF EARTH, OR TRASH OF ANY KDItl. Bak IN A HYDROSEEDER SLURRY. N ~ ~ ~ Tix Ex~~swN JAINT Civil Site Design
CLOPS AND STONES MAY BE LEFT ON Sd.OPES STEEPER THAN 3:1 SF THEY ARE HYDROSEEOfD. FOR HIGW-MAINTENANCE VEGETATION ANp TEMPORARY SEEtNNG; ~ X ~ Low Impact Development c~
IF ANY OF THE ABOk'E CR3TERIA ARE NOT MET - i.E. IF E7Q571NG SWL IS T00 COARSE, DENSE, SHALLOW, APPLY 90 LB/itRTO 50. FT. (4,p09 LB/Ad2E) GRAIN STRAW AND TACK WITH p,t OAL/SD, YQ, X.,.,,,,,X~ OR ACIDIC TO F05TER vEGETATfON - SPECIAL AMENDMENTS ARE REQUd2E6, THE SOIL CONDITIONERS AS'PHRLT it GAL ipAO SQ, Ff. , i ~ , - JoINr FILLER .,t, Smaif-scale Building Design
DESCRIBED BELOW MAY BE BENEFlCIAL OR, PERF'ERABLY, TOPSOIL MRY BE APPLIED. ( / ) FOR GRA55-LINED CHANNELS; 1/7,' , ;:?.!;',6~;v{.~-^Pt~IJPDSFA CURB k GUTTER TRANSVERSE EXPANSION Telephane: 704.573,1fi2t
~(1~9 PREPARATION: - INSTALL RECOMMENDED EROSION CONTROL MAT IN THE CHRNNt1, EXTENp UP THE CHANNEL BANKS - JOINT 1N SIDEWALK PRT~o~D a" cDNGRETE SIDEWALI( Focsimile: 704,248,7951
FlLL SLOPES {PERMANENT 5EEAING) -FOR FILL SLOPES 3:1 OR STEEPER: TO THE HIGHEST CALCULAtEO DEPTH OF FLOW (SEE GRASS-LINED CHANNEL DETAIL}, AND SECURE a' D' MAx. SPRANG AND ANDWDR, 5` STEEL POSY 1, LEAVE THE LAST 4-8 INCHES OF FILL LOOSE AND UNCOMPACTEA, ALLOWING ROCKS, ROOTS, LARGE I ~ i DETAILS SHOWING EXPANSION JOINTS
CL9p5 AND OTHER ~BRIS TO REMAIN ON THE SLOPE, 2, ROUGHEN SLOPE FACES BY MAIgNG GROOVES 2-3 INCHES DEEP, PERPINOICULAR TO THE SLOPE, s (~MNN~ MESH FLOW o ° IN CONCRETE SIDEWRLK 5e~ls:
3. SPREAD LIME EVENLY OVETt SLOPES AT RATES RECOMMENDED BY SOL TESTS. '4ND ~ i papNUr UNFR OR h EGUNAtFNi), 6~ X 8' TRENCH n ~ i
FlLL SLOPES (TEMPORARY SEEDING} -FOR FiLL SLOPES 3,1 OR STEEPER; 1. LEAVE A LOOSE, C~NERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISFiEA UNTIL SOiL 13ACNI.IL! AND UNCEk4PACFEO SJRFACE. REMOVE LARGE CI~gS, ROCKS, ANA ~BRIS W1fICH MIGHT COVER HA5 BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED AREAS FOR FAILl1RE COMPACT FENCE AND C l "~ifllilJ
WOI.D NETTING ABOVE THE SURFACE, AND MAKE NECESSARY REPAIRS ANA RESEEOINGS tWTHIN THE SAME SEASON, 1F POSSIBLE, FhBPoC 6uPodl st 2 SPREAD LIME ANp FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS. 3. INCORPORATE AMENDMENTS BY ROUGHENING OR GROIIVING SO]L SURFACE 4N THE CONTOk1R. RESEEDING - IF A STANp HAS INRpEOUATE DOVER, RE-EVALUATE CHOICE pF PLANT MATERIALS AND ( ( I, J /
OVANT#T~S OF LIME ANA FERTILIZER. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION OR _ FOR NIGH-MAINTENANCE TURF: OVERSEED THE STAND. CON9pER SEEDING TEMPORARY, ANNUAL SPECIES IF THE 11ME OF YEAR IS NOT I'_~ tv i ~j
1, REMOVE ROCKS AND DE~215 THAT COULD INTERFERE WITH TILLAGE ANQ THE PRCOECTION OF A APPROPRIATE FAR PERMANENT SEEPING. I~ UNIFORM SEEDBED. ' ~ ~ SIDEWALK DETAIL ~ ".~~~SSI~~~ I Q SCALE: N"T,S" [REF: MCLDS STD. ~1fl.22] ~ ~ ~ SIwAL
1. APPLY LIME AND FERTILIZER AT RATES RECOMMENDED BY SAIL TESTS; SPREAD EVENLY RNA IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTER TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE INDORPORATE TO A DEPTH DF 2-4" WITH A FARM DISK OR GiISEL PLOW, 15 RESPONSIBLE, 2 BAFFLE DETAIL
~ 3. LOOSEN THE SUBGRAAE IMMEDIATELY PRIOR TO SPREADING TOPSOIL BY D#SKING OR SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES. FERTILIZAIIDN - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES 1 O SCALE: N,T,S, REF: MOLDS STD. 30.1 Q32D0~ ;
4. SPREAD TOPSOIL TO A DEPTH OF 1-4 INCHES AND CULIIPACK, REFERTILIZATION IN THE SECOND GROWING JASON, FlNE TURF REQUIRES ANNUAL MA€NTENANCE 5, DISC pA HARROW AND RAKE TO PRODiiCE A UNIFORM ANp WELL-PULVERIZED ~1RFACE, FERTTLIZATIpN, USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING
6, LOOSEN SURFACE ,A1ST PRIOR 11) APPLYING SEED, MIXTURE,
FOR GENTLE OR FLAT SLOPES WHERE TOP501L IS NOT USED: v 1, REMOVE RpGfS AND DeBRIS, SEE APPROVED TREE t , i ~ ~~-~l6'1~
P Y ANO L ',r , Y T1 A COMMENDED Y 901E PESTS S READ E4ENL Z APPL LIME AND FER UZER T RATES RE B PRESERVATION PLAN FOR INCORPORATE INTO THE TOP 6" WITH DISK, CHISEL PLOW, OR RQTARY TILLER. FSkR GENTI_F S(DPFS REQUIRED RADIUS t I" I S. 200 SP MIN, TOTAL REQUIRED AREA PER TREE
3. HREAK UP 1ARGE CLODS AND RAKE INTp A L045E, UNIFORM SEEDBED, OF TREE BARRIER ~ 4. RRKE TD LOON SURFACE JUST PRipR TD APPLYING SEER. ~ - r I 2. F'OR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,
Tall Feacua 250 4-5 Ib/1,p00 . tt. ~ \ f' ( sq ) NOTE: JJ~ (~H"i~ I GRAVEL. SUB-Et0.SE AND CONSTRUCTION DEBRIS 1 9EFORE PREPARING SOiL ANO PLANTMIG TREES, ------8' MIN, I P,4CN GF CURB/BACK OF OURB RGOT ~
LIME AND FERTILIZER Nf£DS SHOULD BE DETERMINED BY SOIL TESTS, SOIL TESTING tS PERPpRMEA FREE Nurse Plente: i^ I ~ I ~ f 1 ~J CF CHARGE BY THE NORTH CAROLINA AEPARTMfNiT OF AGRICUL'1URE (NCDA) SWL TESTING LABORATORY, Between May i and Auq. t5 add 35 Ib/acre Garman Miliet. ~Y , 3. REMOVE COMPACTED AIL AND ADD 24" NEW
DIRECTIONS, SAMPLE CARTpNS, AND INFORMATION SHEETS ARE AVAILABLE THROUp+ COUNTY AGRIgJL1URA1 Befnre May 1, ar After Aug, 15, add 40 Ib/care Rye (Grain}, ~ i NOTES. ~ EXTENSION OFFlCES OR FROM NCDA ALLOW 1-fi WEEKS FEAT SAMPLE TURN-AROUND 50 PLAN WELL IN J ~ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT, ~ TOPSOIL/PLANTING MIX UNCOMPACT AND AMEND TOP 2k" OF EXISTING 901E TO MEET caETE cum ~caE~rrcliuo~~ L7JTIER
ADVANCE OF FINAL GRADING BesSee~In~Au t 25 -Oct, ~ G' 1. LANDSCAPING PLANS SHALL SHOW THE LOOATIONS OF PLL TREE PROTECTION FENCES, tk , ~ , FENCES, ~ TOPSOIL/PLMITING MIX STANDARDS FDR TREES. AROUeG Lqu+O PERIMETER
, ~ ~ Possl6lo: Fab, - Au , AT€ N SH T N SOIL TEST ARE N T AVAILABLE F0410W RATES SUGGESTED ON THE IND€VIOUAL SPECIFC 0 EE 9 WHE D I FDR THE SEEPING MDC C#iGSEN (TABLES 6,11( THROUGH 6,11V}, ApPUDA110N RATES USUALLY FALL INTO Y ~ %I 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUOTION STANDARDS SECT ON 01000 I THE FOLLOWING RANGES: Avoid aeedk~g from Nav, to San. If aneding must be done at this time, add ~ , FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. 101000 I
- nROUND AGRICULTURAL LIMESTpNf: 40 Ib/acre rye grain. I E%ISflNG p.SPFAJ.T PARKIt~i LGT - ~ IS11NG ASpNRLT PARKING LGT
LIGHT-TEXTURED, SANDY S01L& 1 TO 1-1 /1 TONS/ACRE ~ ~ f l HEAVY-TEXTURED, CLAYEY SOILS: 2-3 TONS ACRE A \ I 2'-6" CURB LS AN OP11~V, ti ,
A I Iima qnd fertilizer occ~dln to loll tests, ar a 14,000 Ib sae - FERTILIZER: Pp Y g PP Y I 9 ~ GRASSES: 800-1,200 LBfACRf OF 10-10-10 (OR THE ECXJIVALENT) ground agriculturaE Ifmostone and 1,9A0 Ib/acre 1p-t0-1D fertglrer, ~ 1 ~ ,
GRA55-LEGUME MIXTURES; BOp-1,200 LB/ACRE OF :I-t0-10 (fit T1~E EOUIVALIOJT) ltulgh'. ~ _ ~ cuRe ANG wttER
Rpply 4,900-S,QflO ib/acre grain straw nr equivalent core ar another suitable mulching material, l; F~ ORAS$~„LWED CHANNELS , , T~ ~ cuss aryo c~rr~
I \ ~ Seeding ixture @g;g„(R~ Inap~reppir mutah frequently, iopdreas with 19^10-19 lortllizer If ai' iaiN' oEPiMi TOPSOIL,'..`; ~.r': ST9t+ES AND DF~R65, '
Tall Fescuo 200 (4-5 Ib/1,~0 sq, ft.) growth Is not fully adequate. Mnw regulady to a height o! 1-4 Inahas, PLAN, V€EW CIF ROOT ZONE j .;r•..,.. MIX NEW TGPStRL WRH ,;,Y,," 5~SGIL AT L3OTTOM ~ j I 3 -4 , ~..+.I
Nurmn Plnnla Between May 1 and Aug, 15 add t5 Ib/ocro Sudangrass or 10 Ib/acre German
Milfat, Befae Moy 1. or After Aug. 15, add 46 Ibfacre rya (grain), 1
Saedina ,Date Beat: Aug. 15 -Oct.
Poesible: Feb. -Aug. o
Avoid seadtng from Nav, to Jan, If seeding moat be done at khia time, odd FOR PRUNING SEE 4O €b/acre rye groin and vse a channel Ilning that offers maxknum protacElan, fts'F~IIV(E NaiTH C,VtWNA +E7'OSON ANV Sc'aHENT ae++rRa, MANUAL NATIONAL ARBORIST z~u i ~ Qa ,
ASSOCIA310N SPECS. SoT Amendments: 7 TREE PLANTING ISLAND IN PARKING DETAIL ~ ~ ~ U ~ ~
Apply Iima qnd 4ertNizer according to soil testa, x apply 8,000 Ih/acre ground agrEcultural Ilmeatone and 1,000 Ib/acre 10-19-10 PertliExer. 'n , 1 O SCALE: N,TS. [REF: MCLI?5 STD, ~40"11] ~ ~ .~i U;
Gperota tillage aquipmant across the waterway. ONE FOOT FDR EACii 1 IN I CAT N INCH OF TRUNK DIAMETER w
Use jute, erosion cnntrgl matting, or other ettxtNe channd IinNg material to V SCALE: N,T.S, [REF: NCDENR E&S PLANNING AND DES(GN MANUAL TREE LOMB OR Tf2 HEIGHT OF TREE ~
cover the bottom of the chvnneis ~d dltaha and eta a secural , The Iinin REMpVAL WHICHEVER 15 GREATER o. should extend abava the highest calaulpted depth of flow, On channel skin g 6' MINIMUM WIDTH o I ~ ~z
dopes above this height, and fn drainages not requtring temporary ilnings, FOR 2" CAL' TREES 6" BARK MULCH PLACE Bi apply 4,900 46/acre grain straw and ondsgr straw by etaplEng netting aver 2K MULCH, PLACE BARK ~ ~ ~ ~
MULCH A7 AREAS NOT the knp. ~ , , CROSS-SECTION 1z° MIN o~ NcoDT w.5' MIN. ~j ~ ~ > A7 ARFJS NQT I OR ip57 WASY,EO STONE w OTEO 5'f EtARRiER. ~ < - ~ l ~ ~
11 ale t DEAD TREES RND SGRUB OR UNDERo PROTECTED BY BARRIER. Mulch and nngEta'Ing material must not br, o awed b wash down op s GROWTH SMALL BE CUT FLUSH WITH~I where they can ctog drainage deviaea, TEMPORARY SEDIMENT TRAP T=1.5` M€N. SIGN CRITERIA I ~ ~y
ADJACENT GRADE, NO GRUBB€NG-'" mnia~ttncs; I N ' ALLOWED UNDER pRiP LINE. i 3600 CU fT f ACRE _ I"-' 0
Inspect and repair mulch froquontly. RefarkNEZe In late winter of the following PAS G I }tqr; use nail teats ~ apply 150 tb/acre 10-16-10. Mow regularly to a DRANAGE ~ ~ ~ ~ ~ 4 AREA < 6 AO, Ni' - _ 5' MAX ~ ~ ~
height of 2-4 Inches, ( ?°x4" STANDARDS + 1"x4" RAILS OR ORANGE SAFETY FENCING ° REPTa~ce NatiN cAROUNA ~Itg510N AND sEO~Nr consReL MANUU. MAY BE USED. - (ACRES)
i -I I =1 ~ I_ I a I__..~ H - M1N. i - ' ~ = ~ _
.1 I ~ Ili 11~ --II FDR_5LOPES 3~1 OR STEEPER TO WIDTH ' RATIO 1~~~ \ ------L.~~, ~ j
NOTE; Seadtna Mixturr. ~t>/4a[~ " INJECii~J MD1AE6 RTTEHG6 ARE 3®Ofl ~ ~ ~ J
Talk Fescue 109 {4-5 fb/'d,a9n aq, fL} AYASIABLE ~ TEES, MITES, REDUCERS, 45' OENDS AND ~ BELt/BELL CDUPIFltS, Serlceq Lespedeza 30 {0.7-0,8 Ib/1,0(10 sq, ft,) , MR ItbJF.Ott~l uptDED FlT€INCS ANp wT PIPE CAN (CU, FT, ' MIN, PPDt AC. ~ILTER
Kobe Legpedeza 10 (D,2-9,3 Ib/1,990 eq. ft.) SUeSTRUTEO rCR WATER TICt€r AePLq>,TIpNS I REQUIRED O15TURBEO) FABRIC
Seeding Nalea: i 1, !n Eastern Piedmont add 151b/acrd Per~sacala Bah3ngrass ar in #b/nag common I7 e n PLAN VIEW ~ i 435 (SQ, Fi.
Bermudagrasa. Usa gammon Bemnudogra;is only whore R is unlikely tq bxama a past O~aa ` TREE PROTECTION DETAIL I 2, After Aug. 15 use unanarlfled sarclq sand. DUr EhD DAP Atuusr SURFACE PER CFS DESIGN SETTLED TO AREA Q1p) OVERFILL 6" FOR
i4' GRADE Pr7k ENGINEERS PtAIV ~ I 3, Where a Weak appeomnae €e desired, omit sercia and ~batituto 40 Ib/aaro Bahiagross FINISHm a i 1 O SCALE: N,T.S. [REF: MOLDS STD, #40.02] or t5 Ib/axe hulled Berrnudngraao, REQUIRED 2i" MIN. /SETTLEMENT
f 4, To extend spring seeding dates Into June, add t5 Ib/acre hulled Barmudagrgss. However, it ie perferoble to sped tempomiy cgvor and seed Fescue in September.
i;' 'I, DOWN~DIIi AQAi'TE Nurse Plants: - W 4, NQTE: ~ Lm10' MIN. r'% tih: ~ EMERGENCY
Between Mqy t and Aug, 15 add 15 Ib/acre Sudangrass ar iD Ib/acre German MRlot, Befara MoY 1, or After Rug. 15, add 40 Ib/acre 7'e (grain). wNJ ~ af1 M,yE 45' B',.t+R I ~ ~ 4~°`~ BY-PASS 6"
RLIECTIDN MC611ED [ I INSEITI IfllELTiDN a TED ~ mq oes: ~ ~ BELOW PLEASE REFER TD SETTLED TTIP NCESCPDM SECTION #6,60 \
Beat; Fali {Aug. 25 -Sep. 15), Eats Winter {Feb, 15 - Mnr, 2i) ~ BELT. REDUC "uvJEC1MN i FOR AODIBONAL DESIGN 2' TO 3.5' ~ } pF DAM I SPECIFICATIONS REGARDING ~ ~ as
Poaslblr. Fall (Aug, 10 - Ant, 25), Late Wnter (Feb, 9 -Apr. 15} SNAP mNNEpTroN MDIDED i 96' 81,TJ6 j Fpq la bee! for Tall Feacua and Tate winter fa IeWredezas. Oversead(nq of Kobe Lespedexa ~ TEMPORARY SEDIMENT' ~ ~ NATURAL GROUND 1'RAP9, ~ PeoJeet Number. 17-10-033
ovor foil-seeded Ta€1 Fescue fa very effective. Usa unhuiled Bermudagrgsa seed In falE, I I FILTER FABR]C X=7' MIN,
Sad Amendments: I Apply Iima and fertflzar acoording to say tests, x apply 4,DD0 Ib/sore E 3 ' ~ Qate; 06-1E-2010
ground a~iculturcai timestana and 1,000 lb/acre 10-10-10 fartlilzar, i I DATA BLOCK
ADS N-12 ST PIPE (iYP} ~ NJECIION Mq,DED w1 Ii - I taw or o ulna nt ver or another suits le mulchin ~ FRI&JG ` 3 DRAINAGE DISTURBED TRAP V M 7RA R A AREA CLEANOUT H L T W X ©Cavdn &y; JLN1
Apply 4,aao S,onn b/ncre gram a r q [a ra b g I REflUCEI) PRES. PRICIPLE ASSEMBLY mgkeHol. Anchor mulch by tacking with gnphgit, roving, ar netthsg, Notting is the pro- f e krred anchoring method an steep eyes, t/9" TURN FULL PORT 1/4 TURN FULL PORT TRAP ND. ACR S (ACR S) {CPS) {C BCRFT. CUBIC FT.) (SaUIFT~} (5Q IqE~ DEPHH2(Fi,) (FEET) (FEET) (FEET) (FEET) {FEET)
BRONZE BALL SHUT OFF VALVE #1 CHECK VALVE #1 BRONZE BALL SHUT OFF I {SEE NOTE 2) VALVE ~2 I ST-1 1.2$ 2.21 8.48 4,608 7,531 2,978 3,749 7.50 3.00 6.00 2.00 5,00 7,OD Checked By: NRP 3
Inln er air mulch fr uentl , Refzstllize in the eacond runless growth b fully adequate, Mow regulady to c height of 1-4 inch~ea in ~ CHECK VALVE SEE NOTE 2
neceesary areas. Other oroas may he mewed onto a twice a year, ROOF DRAIN DETAIL put Is cat necessary. B TEMPORARY SEDIMENT TRAP Revls€ons:
REFTREWpE; NaR1H CAR~JNk EROSION ANa SDAYtNT CpI1RC1 MANUAL O i Jo- i p- 1 Q SCALE: N.T,S. [REF: MCLDS STD. ~3d.g1] 20,o Orl Inal 9u~amltt~l
SEE NOTE 4 SEE NOTE 4 3 'i
~p ~ FLOW ~ip TEST 1
COCK #1 DRAT i STEEL ENfASEF1ENT PfPE
POR 4
~ 12" MIN. I
30" MAX ILL SLOE i s
i s GROUND i
- - I-1- III-., f ( SUPPORT AND PAD TO BE SPIDER SUPPORT AND SPACER AVAl1ABLE FROM SPIDER NANUFACTURING, IN{, INSTALL sheet Tlele:
, NI COMPACTED BERM I DESIGNED BY OWNER SEE NOTE 4 AS REQUIRED ~ 3 PER UNION EOUNTY INSPECTOR AND PER
sILT PENCE ~ SEE NOTE 4 ~N!SW G (SEE NOTE 2) j PIPE MATERIAL A5 SPEOIFIED MANUFACTURERS SPECIFICATIONS.
NATO GR~Oiyy ~ BY UNION COUNTY PIPE MATERIAL AS SPECIFIED {ONTRACTOR RESPONSIBLE FOR
O STANDARD SPECIF7CAT10N5 BY UNION COUNTY it STANDARD SPECIFICATIONS CARRIER PIPE INSPECTING MATERIALS AND WELDS ~
AND TO 5 FT. P ST THIS A BEND 'I. i TO INSURE AFL SPIDERS WILL FUNCTION PROPERLY,

' kq NOiES: WIDTH ANO 1. REDUCED PRESSURE PRINCIPLE ASSEMPLIES (RP) MUST CONFORM TO UNION COUNTY DEVILS
DEPTW TO BE DESIGNED ~D~C SPECIFICATIONS AS APPLSCABLE. NOTE: BY EN6RCEER (t' MIN) , A R. P A I D I.o. L ~ S SHEET '1
2. THiS RP INCLUDES SHUT OF VALVES 1 ANI7 2 AS PART OF THE ASSEMBLY. NO # 1. DTCH SHOULtl HAVE LONGITUDINAL SLOPE OF 1N, SUBSTiTUTEONS SHALL 8E PERMITTED UNLESS AUTHORIZED BY UNION COUNTY PUBLIC WORKS. . a' alas 'i s" 12" 0.1 sa
i 1. SILT FENCE MAY BE REQUIRED 8EW1Ntl BERM ~ 1 s° o.z5o"
3. IF OUTDOOR INSTALLATION HAS A PROTECTIVE COVERING, IT SHALL BE A5 SPECIFIED BY UNION GOUNTY PUBLIC WORKS FOR INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES, 16" 0. 50„
4. F€TTINGS SHALL BE AS SPECIFED BY UNION COUNTY PUBLIC WORKS. NOTES: 1 ZO" 0.281 - _ 6" 24" 0.344"
4 TEMPORARY SILT DITCH DETAIL 5. TEST COCK 1 SHALL BE UPSTREAM OF SHUT OFF VALVE 1 ANA IS PART OF THE 4" 30" 0.406" sheet No: i. NO PIPE SHALL BE SU2PORTED BY BELL. 42" 0.500° ;
10 SCALE: N.T.S. REF: MOLDS STD. #30.05 APPROVED ASSEMBLY. 2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED, 48" 0.500"
I E• WALL THICKNESS do nEn Tdal ~ I In€1 F~c nTU~'oi,ncr cun~,ini nai n€
4. MASONRY SEAL AT ENDS 2" x 4" WEEP HOLE AT LOW END
5. ALL PRESSURE PIPES TO HAVE TRACING WIRE iN ALL CASING BORES.
9 1.5" BACKFLOW PREVENTER DETAIL 0 PIPE ENCASEMENT DETAIL
10 SCALE. N.T.S. 0 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #14]

I
i
AMiGU~`
i NATURAL GRADE l
( ~U _ M ` ~;j;wtic RIP RAP ~ Ir
I
N I IOnll~~ "=p sloeauX (E' sm.l ~s.Y y~µi ljf.~ 0 ~ '
P s^ s° a s 1 1 V uriutt ErglP o.us tN1N. moP ~ o.eP ~~,N~Sax..I o.a4 ~;1 ~ y^ ql 1' MIN. T (THK;KNESS) ~
1AARAAaglbe~l n;a (liwil.l o,ae f I I f I 1'°6" 1' MIN. -
X2:3 N4z. twD I 1'-6" FII;TER FABRIC LAP
x ~ (IF NEEDED) NOTE: LAYER DF FILTER FABRIC
~ I ~ SECTION B-$ a ! ELEVATION MINIMUM H=2/3 PIPE DIAMETER Y ~ ~ ~ I ~ (F F ~i
~ ~ r ,fy~ SECTION B-B "v LL I
'AW7ffiTiG11 TAAXNETIw f i sIDEWRLK SiOENALK 5151 Poplar Tent Road
s~E HOT a2 NorE~: Sulte 130 NorES: w1 Conaor~, NC 28027
~ ioE>cc~n I SEE NDFE ~ ~ 4'•0" {TYP? I SECTION A-A 1. CLASS pR I 1. CLASS pR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION Givil Site Design
STOP TINE y a € TO BE DESI ISOMETRIC VIEW S30 83DEMALK mr~ Td BE DESIGNED BY THE ENGINEER.
NA srosNUx SEE 8IDE16H.K sIOEWALK , Z. REFER TO 1 Low Impact Development 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
12 , ' pores a rn ~ ~ oA eorx ~e zE ~ ~ 4'•0" 1YP ~ RIPRAP APF ~ iXY~la OmBilE TAE REfWN. RIPRAP APRON DESIGN sTANDARDS. ; I Small-Scale Building Resign ~ I
IAHFSe I ~ SEE HiYTE 4 ~ 3. RIPRAP SH{ aTECr4a~ HWNINa oaEES azuu: tavEa x'•a° cazrAl um rv~c Noma PP 31a STOP LiYE m~ ~ ~ aNIP PEafdt Aa avow ax rl~ oeruce. i 3. RIPRAP SHflUL4 EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END Tele hone; 704.573.1621
x, aarun row ooxvusr vsamlun NiTFI wdasutK aaIP~E, ¢zTnEA uaar•m•awx, E~,um~lpN ,scar DF THE PIP aA LNK.(a-LSaNT NENIEXfP aouenIl6 TIR elfrlAE XAH~ afP~~1 a:1 AN~7 a OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF I I P 2:1 AND A HEIGHT NDT LESS THAN TWO THIRDS THE PIPE DIAMETER OR ' ~ Facsimile; 704,248,7951
aff AmE 3 a~i sIOETEALK I CULVERT HI w,~~~~ m- 1 CULVERT HEIG111'. ~i % 1
.>ar~ i 4. THERE 6HAI . ie~aro- N A 3w,X+a° z N ~ ~ ~ SURFACE DI 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE ~'t 5ea5: SURFACE DF THE RECEIVING CHANNEL THE AREA TD BE PAVED OR RIPRAPPED
O a 0 0 0 0 o' a~ ' e I emorix AIL sNnwlNa n;Pfau,,,t~A,tT~~L,~AF.~.M~IEkIF~A awas_ e' a.~ a.e~ a.e' a. « ~ I SAME GRAD. aavxroaarcA r a.a° r.s' r,a' .a'•• / SHALL BE UNDERCUT 5O THAT THE INVERT OF THE APRON SHALL BE AT THE I
- Q° fl° C ° a' o-.a' a.e' r.a' e.N•• DETAIL SHOMRNB TYPICAL. LOCAT20N OF WfiEELCNRiq ~ APRDN SHA SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING OI~ANNE1. T1^IE ; ~ , ~~11 ~ I " ~ ~ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. ~ ~ ` ~
s' 2.0' r.e' r,a' a.a Tars noArla ov nalP f AMPS. PEDESIAIRN CAOSBWALK9 RHO STOP LIHE9 0 0 0 00 G~` MW Nlli 0A 1!N ARE s' x a' s,a' e.+' e.e' cnsatnlx €nnrs. " ourrmNC a a.a' e.e' a.s' 4.a ~ 5. THE WIpTH epre 3el T OF THE END OF THE APRON SHALL BE UAL TO THE BO OM 1 1 I ~ ` ~ GS'S ~ 5 WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER~TO RECEIVING CHANNEL 5:1 ° 'i ` ~ ~ v'~~ ~
a' s.a' o.s' a.4' 4.r I WIDTH OF 1 fl Q ~ ~ ~ d s' 4.a' s. ' e. ' a.n'
a' 4s° o,a' ea' a,r a' e.a' ma' e.a' 0.3' 6. ALL SUf3GRl 6. ALL SU6GRAQE FOR STRUCTURE TO BE COMPACTED 70 95Y OR GREATER. z 2 ~ 2 1 ~ . ~ S EP, L ~ ~ a t,. B ~ 032006 ;
a - z.µ+N^l aaarAr aaacNwv 7'
a • O18rM~CE PAW EaXNT EflaE aM ESLY~AIK PtNI N13ffaL PLVI arNw. I 's : ' '.a' Ta LOCL' P9IIR ~ 39;1 (0,81 &APE. PROPO~D ?AIEELCIIAIR RAMP ALLONABLE LOCRTIONS ~Irll'~ ' ~ o ~ 'I; °.P ~ BA:I OF 6[aFANG( C[1W AE0QAE0 Pdl FLL ~iP I W[7i I ~~I~~~ ~Tt~i~~~@SE oR coMPACTED IN THE RECEIVING a,!, i N~ti .,~~lw
i 8, NO BENDS a>Jac oP er~au.X oaaP AENI3RED P9A PLAN VI£TN aXm arr Pp1 FGA wwwoam PROPOSED OR FUTElfIE SIDEWALK fAlAl, RAMP RADII....,......RHY ( 9, WILL BEDPERMFfTED, ES IN THE HORIZONTAL ALIGNMENT OF THE APRON //~iy~(~S .i~.
d ~ ~ azeENUx surES o.04, o~u auNe PVIIIXE aAer wPNA3usa aA1F i WILL BE PE lm° NIN F mAI IIIOrA} (I(i,il.!1'
9, FILTER FABI 9, FILTER FABRIC SMALL BE ENS7RLLED ON COMPACTED SUBGRADE PRIOR TO W2 d 9, V f -1 ~
I PLACEMENT ND7E8; PLACEMENT OF RIP RAP, r END OF APRON ~TI
r °~"'~E i 10. ANY D15TUR ~ - - - - _ - - - - - - - - - - - i . CONSTRUCT THE WALKING SURFACE WITH SLIP gE3ISTAHTANCE RNO A 7D8 CONTRASTING COLOR TO THE SIOEWAI.K. 10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL PLAN
' 1 , MUST BE 5 < ` ~ - f ' - - " - i _ - r - - - " - - - - - - - - - -1 2 • CROSSWALK WIDTHS Aldl CONFIBUAATION VARY BUT YUS7 OONFORY TO TRAFFIC DESIGN S7AHOAR05. ~ USE USDA NOi MU5T BE STABILIZED.
3. MOATH CAA~.FNA GENERAL 8TATUfE 133.44.14 REmfIRES THAT ALL STREET CURBS BEING CON$iRy1CTED OR AECOH8TRUOiED FOR Y4INTENANCE ~ I- - - - - - ` J' ~lOCfOUBES, TRAFFIC OPEAATIDEIS, AFFAIRS CORRECTION OF UTILTIES OR ALTERED FOA ANY REASON AFTER SEPTEMBER 1 1379 SHALL i CHARLOTTE MEI USE USDA NOMOGRAPH FROM NC SEDIMENT AND ER051ON CONTROL MANUAL OR eu. wPR,w :R~~ ee a.ASS 8 oR ~ar~~R n~ROVm. CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DE51GN DATA. APRON D(FT} La(FT) WI(FT) W2(FT) T(FT) D50(IN} DMAX(IN) '
- ~ ~iOVIDE WHEELCHAIR RAMPS FDR THE PHYSICALLY DI34BLED AT ALL INTERSECTIONS WHERE BOTH CURB AND BUTTER AND 9I~EWALI~ ARE ~ - ~ . ECTIDN B-8 P9iOVIOED ANO RT OTHER POINTS OF PEDESTR PLOW. - 5 IAN ~
`a+. ~ ~ + IN AODITIDr1, SECTION 223 OF THE 137$ FEDERAL AIO HIGHWAY SAFETY AGT AEOUIRES PROVISION aF CURB AAkPS OH ANY CORE CONSTRlJCTTON RA-1 1.00 8.0 3,p0 9.OD 9.p 4.O 6,D I
~ AFTER JULY 1,1978 WHETHER A $IOEWALIC IS PROPOSED INITIALLY OR i3 PLANNED FOB A FUTURE DATE. ~ I ~ ``e . ' , _ _ _ ~ THE AYEAICRNS WITH itI5ABILI7IE$ ACT' AOA OF 1BH0 E7(T~I TO INDTVTOUALS WITH OISABI3.ITIES. PREWEHSTVE CIVIL ATt~1T5 RA-2 1.25 8.0 3,75 9.25 11,25 5.0 7.5
' u 7?a"jS1 ~ ' z ~ T ~ = = a a ~ I i - _ _ _ _ PWOTECTI01~ SIYILIAA TO THOSE PgOVI0E4 70 PERSONS ON 7NE$BR$I$ OF RACEr SE7(r NATi~IAI. OR191H ~ RELIOIOH 111®ER THE CIVIL sl . , . ~ ` ,,gyp ` J _ _ _ - - _ - _ ~ - - r W W I ~ ~ _ RIOHi9 ACT OF S8B4. THESE CURB RAYFS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARO3. RA-3 1.00 8.0 3,OD 9,flO 11,25 5A 7.5
` ~ PAdO~D ~ a~ RA-4 3.00 9.0 9,D0 12,©0 15.75 7A 10.5
~I AvanlAUUNP 4. ~30YIpE Wf~ELGNAIA RAAH'S AT L~ATION9 AS SHOWII ON THE FERNS OR AS pIAECTEO BY THE EN9INEEA. LOCATE WHEELCHAIR RAMPS ~ - . ,x ~ AS DIRECTED BY THE ENGINEER WHEN EXISTING LIONT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACENENi, WHER€ . , 2 RIPRAP APRON DETAIL RA-5 1.oD a.o 3,aD 9.fla 11.x5 5.D 7.5 z
- - - ~ SECTION_A-A TWO RAMPS ALIE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL IB:IOHT CURB BETWEEN THE RAMP9. PI ACE OVAL AWIPS 1 AS NEAR PERPENOIp1LAA TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE. - i ~ 11 SCALE: N.T.S. RA-6 1.op B.a 3,po 9.Da 11.25 5.fl
ISI~9ETRIC VIEW ~~r 5. PAY FOA ALL VARIABLE DEPTH CONCRETE USED FOA CONSTRUCTION OF YHEELCHASR AAHPS AS CONp9ETE Y11iEELCHAIR RANP3. (90. YDS.) ~ it ~ I ~ D =maximum Qlameter of pipe ~ ~
i it i I 8. PAY FOR ALL DEPRESSED CURBS AT WHEELddATR RA1tP6 A3 THE TYPE CURB AND GUTTER USED ADJACEHC TO L~PRE$$EO CURB, (LN. FT.) ~ d50 (see fig 8.06 a&h "NO SEDIMENT ANp EROSION CONTROL MANUAL" ~I ~
~ i ~1 ~ 7. ~1CH PRICES ANO PAYMENTS IS CONSIpEREp FULL COMPENSATION FOR ALL INwTERIAI.S, LABOR, E<WJIPYENT, TOOLS AHD TNCTDfNTALS ' i€ 3. aETECI'A9E 3PAAIAB owes ~ covEp x'•o IEXara aw -,-„„--r~-~ I I I NECESSARY TO SATISFACTORILY t~IPLETE THE M[OAK. w~ Ntunl» Tae A4NR >rnon ~ algXAi GN Tae rerula. dmax ~ 1.5 x dSO, T n i,5 X dmox.
P, CNCAIN 10w CONi6IBT YIX78ILItt N[Ta AWe¢XINO 991PAGe, ~ I € I I I 11+ V I q~~ ,~•p~ as ~•w.~~ S I € I i I + j I B. DO NDT EXEr~ED O.OB (12;1) SLOPE ON THE WHEELCHAIR RAJ1P iN AELATIO~HIP TO THE OAAOE OF THE STREET. CNEAINA Tiff EKIIAE AMA € IE I ~ I , i 4 ~ ~ lam,
II I I~ li " ' 9. CONSTgUCT WHEELCHAIR RAMPS 4O" {3'•4") DR OREATEq FOR DUAL RAYB'3. I
uxr+mm~lux4unuuvae I In I II ~ ~ 'E ..a 10. U8E CLASS "8" CONCRETE WITH A SIDEWALK FINISH IH ORDER TQ OBTAIN A ApU$H HON-SKID TYPE 8URFACE• I ~ ~
r € kl ~ ~v ~ ' ~ 11. PLACE A " EXPANSTGH JOINT Yk1ERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB ANO AS Sl101R7 ON STD. OWO. 846.01. ~z~~
I ~ ~ ` 12. PLACE THE INSIDE PEDESTRIAN ORO~iAI.K LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSEC720N AADIi, ' ' " - - ' ~ ` ~ ~ H` _ _ _ _ _ I WITH ALLDry,4NCE ~ A 4' CLEAR ZONE IN 'ftiE VEHICULAR TRAVELWAY WHEN ONE RAMP LS THSTALLEO. SEf NOTE 17 Icoooo ~ ~ - ~ ~ PLAN VIEW ~ f~ Q
, nvn aox ro Ao was ~ + ` - t`~ 1$, COORDINATE THE C11AB CUT AHD THE F'EOE37RIAN CROSSWALK LINES ~ THE FLOOR OF THE WHEELCHAIR RRYP WILL FALL WITHIN ~ ~ ~ ~ p or3~n4XE ~a ~t -1 ~ r,_ THE PEDESTRTAN CRO~WALK LINES. PLACE OIAGONAI. RAMPS WITH FLARED SIDES 80 24 OF FULL HEIGHT WAB FRLLB WITHIN SKIMMER SEDIMENT BASIN I ~ ~ ~ ~ J z DESIGN CRITERIA
~d^ , k . THE CR0951LN.K MARKIlmS OH EACH SIDE OF THE FLARES. I " 9Ee IYA^c 1+ I ~ ~ ~ -
l 0 OO OO ® OO 0 I ~ - - - 14. CONSTRt~T THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 fEET. A Gfl088WALK WIDTH OF 10 fEET OR GREATER IS DEBTRAHLE. `.1. Txls ~IxoX ~ PJNP ' _ ti - DRAINAGE ~ ~ f ~ ~
- 15. USE STOP LINES, N01WtALLY PERPENDICULAR TO THE LAVE LINES,, WFIEAE I7 IS IYPOATANT TO INDICATE TFE POINT BEHIND WHICH . (SEE Axle 3sl _ , - _ - VEHICLES ARE REGUIREp TD STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL AEOUIREYEN7. AN UNU¢UAL APPROACH a ~v~ SKEW YAY AEOUIRE THE NLACEYE1iT OF THE STOP LINE TO BE PARALLEL FO THE INTEA$ECTING RDAEffiAY. (ARSES) < 10 AC. MEANKMENT ~ ~ ~ ~ ~ ~
" II ~ " 16. TERMINATE PARKING A MINIYGY OF ~ FEET BACK OF PEOEBTAIAN CROSSWALK. ~ ~ ~ ~ z MIN. INFLOa1' O ~ j ~
1 ''`:':a:' :'5.' t7. PLACE ALL PAVEMENT l1AAIQNBS SN ACCOAOANCE WITH THE LATEST EDITION OF THE M~UAL OF UNIFORM TRAFFIC CONTROL DEVIi~S YUTCD LENGTH Ta 2:1 STRUCTURE
PLAN VIBIM PLAN VIEW PUBLI3HE0 BY THE FEDERAL. NIOHiL4Y ADMINISTRATION AND THE PBORTH EAAOI.INA SUPPLEMENT TO THE YIffCD. { ) DETEC7A9LE _ipAANIN6_DON~S PA ~IIZ aa'"`rr NCI wIDTw RAna ~ 1D' Q ~ ~ ~ MIN, ls.,
IW^ HIM. fLOaN NTa1F1~ (AP° N6A, gaaA NImA) - NotES: ~ O ~ ~
MAX. a Z ~ DTH ~ ~ 6'1 i. REFER TO t ~ Q
1 WI~EELCHAIR RAMP DETAIL I KIMMER NCESGPDM E~ I ~ -~»a ~
SCALE; N.T.S. REF: NCOOT STD. 848.0 11 # ! DEWATERING SECTION X6.64 v J MIN• 1800 AVERAGE_ DEVICE FOR ADDITIANAL
NaLUME (CU. FC, WIDTH LENGTH DE51GN REQUIRED PER AC. MERGENCY ~'ECIFICATIONS V I
I DISTURBED) « AREA OF BASIN WATER SPIIrI,WAY REGARDING `1 J"'~'
ACCESSIBLE PRRKING RE UIREMENTS ARM ASSEMBLY SLlRFAGE AT TOP OF SKIMMER SEDIMENT IL 325 PRIMPRY SPILLWAY BASINS, V
SIGNAGE ACCESSIBLE ROUTE i C C C SEE NOTE 3 ® ® o o a ( ) SURFACE (Sq, 2. REFER TO STD, ',i~ n1
TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF AREA PER CF5 Lx.. REQUIRED q, D) CROSS-SECTION VIEW BAFFLES #~~iE s,RaclNC } CL
OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED "C" ENCLOSURE i PROVIDED SPACES REQUIRED TO BE VAN ACCESSIBLE 5EE STD, NO ~ 1' FREEBOARD ANO INSTALLATION.
50.09 FQR W=5' MIN. 6" MAX. DEPTH OF FLOW OVER MBANKMENT
1 TO 25 1 1 DETAILS I INFLOW EMERGENCY SPILLWAY STRUCTURE BAFFLES M1N, l' ~ T=1.5' MIN.
26 TO 50 2 1 ATER ENTRY UNIT f PERSPECTIVE VIEW 1 2=5' MAX.
1 51 70 75 3
PVC VENT I 7S TO 100 4 1 8' 8' g' S' B' EL60W PfP CHEDULE 4D i DEWATERING zDN
PVC END PVC PIPE H=2 MIN. MERGENCY
i01 TO 150 5 1 VAN I CCESSIBL I I SPACE WATER SURFACE ~ FILTER FABRIC 5PILLWAY
151 TD 200 6 1 I 5EDiMENT NOT TO SCALE TI~SEEP COLLAR Pro~eci Number: 17-I 0.033
201 TO 300 7 1 ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT i C END CAP ~ NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. ~ STORAGE ZONE
TO 400 8 1 scHEpuLE as ! 301 ( C PIPE PVC PIPE DAra, ~L.ocK
PARKING SPACE PAVEMENT MARKINGS I 1/z" HaLES IN SKIMMER pRrUNAGE OIStURBEO BASIN VOLUME H0.51N SURFACE AREA CLFJWDUT H Z L T W SKIMMER SKIMMER SKIMMER Cate; d 09-0 I -2010 TRAP AREA AREA qto REgUlREO PROVIDED REQUIRED PROVIDED DEPTH {FT.) (FtrE'f) (FEET) (FEET) (FE'€T} (FEEfJ PIPE ORIFICE aRIFICE
401 TO 500 9 2 ~ UNDERSIDE c PVC TEE ACRES ACRES CUBIC FT. CUBIC FT, Sq FC. Sq Fi. H 2 DfAME7ER DIAMETER RADIU6 SS7-1 1.58 2,04 6.66 5,688 49,801 2,897 23,5p3 1,5 3,p 5,p 12.0 2,p 8.0 2.D" 1.8" D,9" Drawn 8y: JLN
G TEE RIFICE ~ PLATE SST-2 ¢.44 0.36 6.43 N/A N/A N/A N/A N/A N/A N/A NfA N/A N/A fi.p" 5.2" 2.6"
501 70 1QD0 2% OF TOTAL 1 IN EVERY 8 I ACCESSIBLE SPACES , FLEXIBLE i Checked 6y: NAP
HOS '
1001 AND AVER 2D PLUS 1 FOR 1 IN EVERY 8 RESERVED EACH 100 OVER 1000 ACCESSIBLE SPACi:S ~,d?N R7-g@ PARKING 4 SKIMMER SEDIMENT TRAP DETAIL iZevls~ons:
" " 1 PRIG MLTTCD ACCESSIBLE 12 xfi R7-1 11 Ref: M~LOS Standard ~30,02A o~il~~2ola Orl Inal Submittal 'I
SECTION 4.1.2 (5) OF THE AMERICANS WITFI DI5ABfLJTIES ACT {RDA). 12"x18" MUTCO i Dsroiizoio Psr NCD~NR
SEE 4.1,2, 5 d FOR MEDICAL CARE FACILITIES pl eL~o R7--8D I END VIEW sA " I FRONT VIEW 12"x18 RESERVED Pnss~~~R ~ I
_ PARKING i 1, f AKE V IA O I N AN M L U N L S J2I~,
MUTCD 1. ALL 32"X18" ACCESSIBLE SIGNS (R7-8A & R7-1) SHALL BE MOUNTED AT LEAST 7 FEET R7-8a LoA~Nc
FROM GRADE TC EDGE OF SIGN FACE (MTUCD). MOUNTING HEIGHT CAN 8E REDUCED TO S FEET IF PL4CED IN AN AREA BETWEEN SIDEWALK AND BUiL01NG FACE IN WHICH PEDESTRIANS ARE NOT 12"x18" ONLY r D
EXPECTED TO USE. 5 SKIMMER DETAIL #5 WASHED STONE ~ GLASS I RIP RAP
2. REFER TO MANUAL DN UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), U.S. DEPARTMENT OF MAXIMUM R7-8D 6" MIN, TNIGK x 3' NIGH (M1N}
TRANSPORTATION AND NORTH CAROLfNA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. RE UIRED ACCESSIBLE PENALTY 12"x9 1 1 Ref; MCL~S Stal~QprCI .µ3O.OZB Q 1f RESERVED PARKING SIGN $ 250
3. IF ACCESSIBLE ROUTE IS A RAdSED 510EWALK AREA, THEN RAMPS ARE REQUIRED AT LOA~6ING Ili ZONE ARR. / Sheet Tltfe:
SEE STANDARD NO. 50.10C FOR ~5 WASHED STONE 1
MAXIMUM R7-8D SUPPLEMETAL SIGN DETAIL . PENALTY " CLASS I RIP RAP ~P ~Lp~
$ 250 12 x9 N ON 6" CI.EA OUT ELEVATI (SEA NOTE 3} MIN PIPE ~ ~ SITE
FINISH GRADE 3 ACCESSIBLE PARKING STANDARD - RARE
I>; - ''I" DTI L
11 SCALE: N.T.S. [REF: MCLDS STD. ~50.10A] SEE STANDARD N0. 50.108 & 5D.10C FOR SUPPLEMENTAL SIGN DETAIL
FC DIy ~ SHEETS

PIPE ~i
SECTION f ~ / ~ 4~0~ l ~ ~ r ~ ~ ` ~ I ~ ' Sheet No:
i GENERAL NOTES:
I ..W__---_..._ .r
I 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PIPE HEED HEC I IVE VIEW VOLUME = 1800 X DRAINAGE AREA
INVERTS THAT DRAIN 10 ACRES OR LESS. i TO TOP OF BERM ELEVATION
~ i 2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED. 1 ino
6 G RAVEL AND RIPRAP FILTER BERM BASIN DETAIL
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM HEIGHT. 11 Ref: MOLDS Standard #30.12

- ~-Q -
. 'f 1
IN .i RE FORCING G
,i'
~ "G EAR D" BAR ~ k f DIA, E
N0. LOT, ND. LGT. - nd;acenl ro€I5 9hal€ ' 15" 4 2'-a" 4 1'-11" c,
dghtay a',a: a " , n 18 4 2-3 4 2-2
, I a , _ 24 4 2'-9" 4 2 -8" 8.. ~
3,-2„ I 3a" 4 3'-3" 4 ~ 4
I I 36° 4 3 -9" 4 3 x »
4'-2 4 - 4 4 2° 4' 3" VetlrcalsPacingis ' dependerrt on siopa gradient
_ P 1 n
94 4 5'-3" 4 5 -2 ~ } °
sxta game in a ShallOv< t 66° 4 6'-3" 4 6'-2" trench [2~'i, deepl PO BOX 691173
' 2 7 it - 72° 4 6' W 9» 4 6,-8» ~ '7714 Matthews-Mint Hill Road
4 , , ` ~ ~ ~ ~ Mint Hill, h!C 2227 ~4 •Q: y '.4 • . r.. • ' ~ G
T icai Wattie instaiiatian Guide Yp FRONT VIEW ? : Give sp>ta, °rro ? ~ ~ ~'d • Civil Site Design
remains exp95etl TOP VIEW Low Impact Qevelapment
womvaaa:tatia[ex1 InS~llst~;eprpendicular 2,4 t.t CONCRETE ~4 BAR 12" sod onupslopeside lasFVpetace 1o j DIMENSIONS ~4 6AR 12" o,c, "a" BARS Ar 12" on c~NrE1z Small--ScaEe Building Design
~ PIPE N RA N T ~ W W ~ "C" BARS AT 12" QN CENTER
a.1-`` WALL DUT IN MIN, r waCG° I'13 _ :~4 ~ THp(, DIA, DIA, 1. ALL CORNERS TD BE CMAMFERED t' IF CONCRETE Telephone: [phone] Facsimile; 7Q4.248.7951
;i~ep Y,` H A B C E F G W K M Winch 61-a 1 n a " ° p, THE CONTRACTpR WIU, BE RE{KJF?£t} TO PiA.CE 2-#6 BARS 1N TFI£ TOP e raP SIDE VIEW
^ s.1 2 1 /4 19 t /2 15" 271 /Z 20" 24" 8T 7 3" 2 4 4 8 17 10° 2 1 2" 23r, 1$" 33" 2a" 24" $ 9 4" 4° 37 12° OF ALL ENOWALL FDR PIPE CULVERTS az" ANp OVER WTfH A MINIMEIM 3' s~ 5ea;~: _
Ins~IltvithlE"or~i" dC' " n „ " n a a ° COVER AND A LENGTH OF 6• L£S'o THAN ENpWALT• 3" 3a" 24 3$ 20" 30 8 12 4 4" 8 21 15
i x 1 rrved stakes » n ° 3. FARMS ARE TO BE USED FOR THE OONSTRUCTIDN OF THE BOTTOM SLAB. ~ Typical Watt{e Spacing bases! an SkJpe Gradient 3 3/2 37" 30" 45 20" 44° 12 15" 6" 8" 8" 31 1$ q6. ,~ti~1! i^ i ~j~
4 44" 36" 52" 32" 44° 12 1$" 6" 8" 31' 22" 4. WAIL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO 4 C0NCIPETE WINGWALL WITH SPLASH PAD DETAIL u~~
4 i/2" 51" 42" 59" 32" 48" 12 21" 6 8 8 34 26" MEAH rHE THICKNESS AcDEPrABLE, Brtr Is usED aNLY 12 SCALE; N.T.S. [REF: MCLDS STD. #2Q,17]i~~S51p •'~'J'%
t Lletaii 6" 58" 48" 66 32 4$ 24 6^ 8 8 34 29 IN DMPU~N N W uANTIr Entren~hmen c G E p ALI p IES. - 5 3J2' 65" 54" 73" 32'" 54" 32 27" 6" 8" 38 33
6" 72" 6D" $0 36 56 3Z 30 32 12 46 36" 6. IF CONTRACrpR ELECTS TO 115E CpNSTRUCTION JOINT AT BOTTOM OF PIPE, PIPE y ; ~ SE:.WI_ r . ~ ~ 032GD6 .
6 1/2" 79" 66° $7 36 72 i2 33 12 12 51 4a" AND POllRS BASE sEPARATEIY, THE TDP OF BASE SHALL BE LEFT ROUGH, 7" $6" 72" 94" 36" 7$" 12 36" 12 12 56 43°
9. ALL CONCRETE TO BE 36D0 P.5.1 COMPRESSIVE STRENGTH, !y
i. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A 2-3" (5-7.5 CM) DEEP X 9" (22.9 CM) WIDE TRENCH ALONG THE CONTOUR QR THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANCHOR TRENCH. A~ P ~
2. PLACE THE WATTLE IN THE TRENCH 50 THAT IT CONTOURS TO THE 501E SURFACE. COMPACT 501E FROM THE EXCAVATED TRENCH AGAINST THE WATTLE DN THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLYABUT. i
m SOLID COVER SHi3NM PERRDRATED. PERFORATED AVAILABLE ILE z I Q '
3. SECURE THE WATTLE WITH 18.24" (45.7-&i CM) STAKES EVERY 3.4' (0.9 -1.2 M) AND WITH A STAKE ON EACH END. STAKES SHOULD BE ~ ~ IF SPECIFIED, I DRNEN THROUGH THE M[DDLE OF THE WATTLE LEAVING AT LEAST 2-3" (5.7.5 GM) OF STAKE EXTENDING ABOVE THE WATTLE. STAKES M :"'i STATE USE OF SYSTEM ON CQVER I QQ _
' SHOULD BE DR[VEN PERPENDICULAR TO SLOPE FACE...,:....: - _ - O 1 n o (I.E.: SEWER, STDi~I DRAIN, ELECTRICAL) r~~T~~ Hi UNDISTURBED EARTH DITCH L ~~v
~~aW~ 17" L BANKS I
T6P DF COVER 1 STRAW WATTLE DETAIL ~
m° , '-rat 1 ~ SCALE: N.T.S. REF: NORTH AMERICAN GREEN - a~c~ A A S B ~=1 ~xzy CONCRETE . MAX 45° ~r ~r~:.`::.;;,.,'' CONCRETE
" L7 ~ Mi I ~ I ~ ~ 1 ~I
• . z u •r ( 1 ~ H I I'-'~'
N IES 4"CLtANUli1 tXltN~IUN ~n , I-- _-1 ~ t ~ al t 0. ~ Q~ ~ ~ , I
w TD BE LOWERED AFTER 1. THE CLEAN-OUT SHALL BE ADJUSTED TO GRADE fir' R. ~ ~ 1 ~ ~ ~
CONNECTION TO BU[LDING PLUMBING AND THE POST REMOVED BY THE PLUMBER UPON " BQTTAId QF GDVER DITCH BANKS UNDISTURBED
CONNECTION TO THE TAP, 1 ° R" ' I I 4"K4"xB' (MIN] POST TO BE I EARTH
2, PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE I REMOVED AFTER CONNECTION
PIECE 4" SCH. 40 COMBINATION WYE TO MINIMIZE 24" I I PLAN OF COVER CONCRETE I I TO BUILDING PWMBING ~ PLAN 4E° BENDS DITCH
TRENCH DEPTH OR INSTALL THE SEWER SERVICE MIN pR0 ~ ECTOR i I {SEE NOTE 11 a ~ ~ ~ ~ ~ ALSO 4~° 22112° 11112° ~ BANKS ~ ~
LATERAL FROM THE 4"STUB OUT, I I ~ v PLAN OF FRAME a W RING FINISHED GRADE _ ~ ~ ION Y THE PLUMBER EITHER OPTION 1 I I ~ G 3, ALL CONSTRUCT B , 1 11 ~ G ~
~2 G OR OPTION 2 SHALL BE INSPECTED ANp APPROVED / - ~ =4~'~.,: / ~ r"" s ~ y z y ; PLAN TEE £Q
BY UNION COUNTY PLUMBING INSPECTOR UNDER A to q a°~ ~
~ ~ ~ ~ 1'' 11 ° :r CC VRLID PLUMBING PERMIT, ~ ~ v ~ ~ e~ I 1-DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY ~ ~ Q
G.. CONTRACTOR OR UNION COUNTY PUBL[C WORKS v I, " ~ • p 4" PVC FEMALE B.o' y 1 1n~ ~ ~ ~ W ~ W i H CONCRETE SECURE VERTICAL BENDS ~ ~ ~
PERSONNEL MAY ADJUST SERV€CE LATERAL ELEVATION ADAPTOR WISHC, ~ c ~ ~t I - Q n ~
WITH FITTINGS IF ADEQUATE GRADE EXISTS. ,D UG MIN ~ ~ 4 PL ; ~ v 1+~ ~~TYPE #1 ~ _ n X11.
S. LATERAL CONNECTIONS TO MANHOLES MUST BE ~ % 3~„ I ~ CORED AND BOOT [NSTALLED. 4" SCH. 4d PVC ~ ~ ~ P ~ W ~ W i PITCH BOTTOM r ' ~ ~ : ~ ~ ~ ~ ~
~ -~I J--4~$ ~ a = ~ ~ C's O c ; , ~ DITCH
_ OPTIONAL 4" SCH. 40 COMBINATION ~ ~ ~ ~ ~•-~--•-1'•iM,f3'g" ~ _ 4" SCH. 49 1/8 BEND ~~-I-- C ~ 1 ? ALTERflATE ~7 ~ ~ ~ I BOTTOM ~ hL I ~ ~ 'z~- ~ ~ ~ Hl2 UNDI5TURBED ~~'`r•:~ ~ ~ ~ ;;~.i'-
SOLVENT WELD CONNECTION iTYPI WYE TD BE INSTALLED , m o , ~ ~
BY BUILDER'S PLUMBER, ~ i`~- - TO BUILDING ~ ~A ' ~ ` SE°'.-GT,~•~N B•B ~ - ~ I / ~ 4~" 2`-UL~" ~ / r ~ NINIklUf,1 WEIGHTS • LBS. 4" SCH. 40 PVC NIPPLE, IF ADEQUATE GRADE EXISTS BY PLUMBER ~ ~ ~ ~ EARTH ~w LBS. ~~/i. L.J I~ f~ ~ h'"'
~,•y ,r FRAME - 1811 LENGTH VARIES DEPENDING ON TO BUILDING'S FLOOR OPTION 2 ( ~ ~ I MIN. t tl2 CU. YD CLC ~ ~ ~ ~ ~
TO BUILDING CDV;:R • 120 DEPTH OF SEWER MAIN TO ELEVATION ISEE NOTE 21 [SEE NOTE BI I ~ U SECTION A-A TOTAL • aoD UNDISTURBED EARTH ~ OF CONCRETE fL,. if} ~
MINIMIZE ADDITIONAL BENDS. BY PL MBER l ~ OPTION1 ~ ! 5PECIFFCATIDN I ELEVATION AT FITTINGS ~ ~ ~ Q Q ~ a VERTICAL BEND I
4" SCH• 40 COMBINATION WYE ~ ~ GLA55 30 IRON MEETING ISEf NOTE 31 WEET ~ DF 4 ~ _ ~ SHEET' s~leer 1 ~ t z~ say. s~ ~ ~
~---flISFANCE VARIi 5 - TYPE ~2 ASTM A•48
SDR 3B PVC 8z8z4 WYE - fNSTRLLROTATED 4S° FROM I
1%MIN. SLOPE THE SPRING LINE 1z„ 5 MANHOLE FRAME AND DOVER DETAIL
sP~NCUNr. SCAL • N.T.S. REF: NCDOT 84Q 4 6 THRUST BLOCK DETAIL
as° 4' SCH. 4o 12 E. ~ .5 12 SCALE: N.T.S. R£E: UNION COUNTY STANDARD DETAIL ,~16 (1`
PVC CAP DN GRAVITY SEWER MAIN O S 4"STUB DIJT (1...
{SEE SPECIFICATI N 1 }
_ , I ,
2 SEWER OLEANOUT DETAIL ; 3 2 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL X11
i
PAINT COLORS
BODY..,,.,•..,:.,,..,.,FIREHY~RANT RED -RUST-QLEUM ENAMEL 7400 SYSTEM $TEM i GENERAL NOTES: uL ~ 11 ALL,~IEIERS DELIVERED MUSI BE P?,CKAGED WITH i HE 5' ENO CAR ~I ABSOLUTE ENCGOEO REGISTER THAT INrERFAC£5 WITH TH£ ITRON Protect Number: 17-10-033
BONNET,,,,,,,,,,,,,,,HIGH GLOSS WHITE -RUST-QLEUM ENAMEL # 2766 ATTACHE 7 TO THE A3SDwl~E ENCODER REGIS T EP,. THE E~JO CAP MUST AUTOMATED h~ETER REAUhNG ERT IELEETRQNIC RADIO i RANSMITTERI
E ~ CAPS ....................HIGHDLOSS WHITE -RUST-QLEUM ENAMEL # 2166 Bn R OPTIONAL- YaNHALE I BE ATTAC E0 hV A SEALED MANNER THAT ALLOWS FULL SUBMER`}ION 6DW SERIES
I E ' SENEAAL NOTES: QF THE REC+ISTER'vJITr3CUi MOISTURE PENETRATION. i HE ERT MllSi BE 41 ME T ER 30X LID TO HAVE AMR LOCA T PR !ALLIANCE 12aa OR Date: OG-I 6-2010 ~ PRE"rROGRAMMCO FOR IMMEDIATE USE 6Y UNION COUNTY PU&LiC EQUAL FOR SDW ERT, STANDARD LIO E6R 6OW ERT;
Y ~ 6" ~~-•~C CHAYFEA RLL E)(P09ED (~ANEAS t". ~ WDRYS.
usE crass °a" CONCRETE THAOUBNDUT. HYDRANTS TO BE SET AT „ ~ i g ~ '%Y-.`_-- a~P4TIea~LB~n~z°NC~t~Rr~ ~~is~~t3 a'r rNnaI~BA. EDGE OF RIW AT PROPERTY AT ~ al BUILDERIPROPERTY OWNER TO INSTALL NIPPLE, VALVE AkD Drawn ~y. ULM 2I REGI5TERS FOR THE VAREOUS TYPES AND 5P~E5 OI: METERS VALVE BDX BEFORE METER WILL BESET.
' ~ ~ ° m~ G ~ ~ I D UBE FOAIa6 Ta nuNaraucT TnE BDTTOH sLA9. BURY LINE- 'ERTY SPECIFIED IN THIS CONTRACT MUST All BE MACNETI{ DRIVE, 6 DIGIT, GLASS LENS ABSOLUTE ENCODERS, RECORDfNC IN U.S. GALLDNS. Chucked 6y: NAP
I ~ I C"~ ~ o L ,~~"',y CORNERS if ~ ~~H E '7 ~ IF AEINFOACEO CONCRETE PIPE Ia 8ET IN BASE SLaB OF BO7[, TO BE SET AT 31 ALL NEId METERS IN THESE SIl.ES MUST HAVE SUBMERSIBLE, GLASS
Y ~ t~ - a ~ ~ ~ , , ADD TO BASE AS BHOAN ON 5TANOAAO N0. 940.00. EXIST. GRADE J rtw ' ~ ~ fN10VIDE ALr JUNCTION 6aXES aVEfl 3'•8" IH DEPTH VBTH STEPS LENS A950LUTE ENCODED REGISTERS AND BEPRE-PROGRAMMED wl T H ELECTRONIC RADIO VAI VE BOX 8Y ~ Revislon5:
~ - = - ~ 1x" DN CENTEfiS TN accaBOU++cE 8T0. ND~ 940.x. LEVEL -r- 9"rl ~ THE UN10N COUNTY PUSLfC WORKS ROCL ALREADY INSTALLED 1N THE TRANSMITTER IERTI BUILDER/PROPERTY OWNER
8" m 9~ i A0JU9T THE STEEL, CiBiGAETE AND BRICK MA80NAY OUAYTITIES 1( SEE StANDAAO 640-ea ~--1!•~ TD INCLUDE THE RDDITIdt1 ~ THE YadIHOLE {I.E, DIA~NAI. B,VtS ERT. ~CFG-0?71-OO160W °~6-i~-2~ic Ori inal5' ubmittal PIT ADAPTOR ASSEM$LY
F E A F g4 "A° 9HOATENEp AA0UN0 OPENING TN TOP SLAB, ADDITIONAL VaHIABLE PI»AN OP~rID~HAL~I cavE a AAYE ~ACeO 6 HBIBHT SAIGK MASONRY, OPFltIN6 In TOP SLAB.! 14 GA. BLUE COATED j - i•-~"~
C. ~ C' LE~EVATION I6F12 ~E~77U1CTURE FAON TDP OF eDTTOI sLaB TO TOP TRACER WIRE BRICK YAY BE USED - I I I
9" TO AGIUST FAAYE S COVER TO >DIAFACE I 4 q _ _
ELEYATIdi YA%. 1' k4 BAR A.•
' ~ ~ 6" MECHANICAL JOINT I t4 GAUGE BLUE 8" to 10„ ~ I I L
- aUTrET PIPE ~ 6" DUCTILE [ROM GATE VALVE ° - ~ BURY ~ COATED COPPER I I ANGLE VALVE I I
" E DA ~ " ~ LEADER WITH I o TRACER WIRE [WITH LOCK WENGSI ~ I c-
INLET PIPE I ~ MEGALUGS - SECTION 14 GA. BLUE COATED TRACER WIRE ~ EXPANSION I I Sheet Tale:
J ' r~~L C C OR D-D I CONNECTOR I I kMR METER I I
SfcTION x-x 1 t!T'
DIMEMffiOnS AND GY0.MrITIPS PtNI COMCRBTE JYMCTIOn MO%ES d DTNEN6TONS OF DOX A.t€0 PIPE REIAFDAC[:~NT TOP 6Laa CUBIC YASOS TOTAf. tU1kYrITIEB OETPJCTIfAl6 FOA O9E CLEARANCE I I
B" PIPE SPAR flIOTW HEI{#1T Bans "A^ DIAEHBIONB IA 6W( BpaAA08LA93 PIPE CO,YOS. NQ, 61 MECHANICAL JOINT SITE DINT I ~ apo l lae~ xi € =1
" x B" TaP e9rraY Molt Les. Ial, ^ms. WASHED p,. 6%P. JOINT 0 A B N H0. LENGTH E F BLAB BLAB F4. OFNf. AETAF IYHH, "H" C.S. A.C. STQNE © Q LOCKED"
IBn 12° 2'•n" ' x'•a" z'-s^ tx x'-9" s'.n" 3'-G" 0.4s7 n.16T1 0.1ee 22 I n.7~ D^ar6 a.Oxa HYDRANT TEE CHECK VALUE ~VALVEBY BUILDER/PROPERTY
15" Y-3" 2'•Bn 2'•6" 12 9r•0" 3r-8" 8'•9" 0,188 0.198 0.x04 x4 O.OOx 0.028 0,088 ~ 18 2'-8° 2`-8" x' 9" i4 9'-9 3'-6" B'-S" 0.227 0.227 0,22E sa 1.066 0083 a.OaB I . M ~ OWNER
i - A 3 t i 11 1 1 f 4 ^ ~ ° - x s D s-D B-s 1s B-s" a D" a 0 a.29B 0.288 a.2sB a0 ~t.asa D 089 D.DeB ~ TUBING CONNECTOR YOKE ~ ~ ~ 4~
BO" 3'•e^ 3'-6" s'•6°' ie a'•a° 4'•6° 4r 6n D~s7e n.s7s a,x9s { s4 i,eea D.oa2 a.ixr A MINIMUM OF 6" OF CONCRETE 18"x18"x6'. sB^ a'-a" 4'-D" a'-3" z0 a'-s• s'-D^ 6'-0" a.46s a,ae3 a.3s3 B4 z.sa4 0,1az 0.176 WILL Bf PLACED UNDER THE BASF ~ BRASS NIPPLE BY BUILDER/PROPERTY OWNER
6 " OONEL a2" 4`•6" A'•®" 4'•9" 22 B'-3" 6r•B" 6r-8" 0.860 0.660 0.970 { 77 x.678 0.160 0.2aS AMCO MODEL C-700
48" 6'•4" 6'-4" B'•B" 28 B'•3" 6'•4° 6'-4" 0.74$ O.7a8 0.407 111 8.829 0.2SB 0.917 SECTION Y-Y >;a• 6'-4a^ e'-1a" 6'-®" 26 6'•7R e'•10" B'•ta" Dees D.eee a,4uE 1x9 4.zB3 a.zB7 D.ani ~ PLACEMEN i METER C-700 ICO>+1PDUN0 METER C--rl)2i AWWA SP~CIEICATIONS IDES„
- . . 6O" B'•B" Br-B" 9r-8" 30 7'-9" 7'•B" 7'-8" 1,D42 t,042 0.481 1a6 15,090 0.387 0.495 ~ Sheet/ No:
68" T•4" 7`•1" B'•9" 32 T-10" 8'•t" Br•1° 1,240 1.210 0.818 160 x.917 O.a4a 0.589 I
i
3 CONCRETE JUNCTION BOX DETAIL S FIRE HYDRANT INSTALLATION DETAIL C~ 1,2,0 0 9 1.5" WATER METER AND VAULT DETAIL
12 SCALE: N.T.S. REF: NCDOT #840.311 \,L2 SCALE: N.T,S. REF; UNION COUNTY STANDARD DETAIL #3 1 12 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #

AM1CU5:
4' MAX. G,~NERAL NOTES: STEEL POST
1. RIPRAP 5E2E TO BE DESIGNED BY ENGINEER. i j CLASS 1 OR 2 HARDWARE CLOTH i ~ ~ WIRE FENCING RIP-RAP OR BETWEEN POSTS '
(IF APPLICABLE) ~ a ~ s ~ STEEL PE Z. CWECK DAMS MAY BE USED €N SLOPING DITCHES WASHED STONE AND COVERED BY i HARDWAR STEEL POST
OR CWANNELS TO SLOW VELOCITY OR TO CREATE {NCDOT ~5 OR X57) 5TlNE 4,~r A ` H HARDWARE CLOT
SEDIMENT TRAPS. t'-s"~ n ~,~i:~Ex`~_ ~r.~'-fix a` ~a ;~,c~ ~i~z,; ~ ~ ~ CL4S5 i OR 2 - ,'r ` ~ ~ -:~r _ ~ ~ _ : I~ ~ _ , ~ I RIP-RAP OR GE~IFRAL NOTES:
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE ~ y s"A~'m 5f0NE WOVEN FILTER FABRIC ° ~-a'"~" `~~k~'a~~a`~ ~~m~ : +t~' w~-. a ~ P" ~ ~ _ &"~t'f ~tF b~ C a ~y~Y~ WASHED STONE 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE € ~ ~ ~p~ ~ r.~ nirr .7 'r r,~r °3a . r 4 (NCDOT ~5 OR X57) e~cs5 1GC5~x,~ ~'wx~~" ~ ~ kc~~"cs~' ~sxac~x-~~?S . xS~ra ~+C DOWNSTREAM DAM (SEE DIAGRAM BELOW), z ,~,~m~,~ ~~h~ - ~~~-{,~F =i~;-„ ~ 16>,~~,.~,,~~ u G s,E TALLER THAN 18 INCHES. -
1 ~ I F..~""1("~.l" i~~ rl .ry'^'. -i L1...~f 11 ~T~.....I 11'~w! ~~'L I ~S ~!,~_Y II .'.~.~1Y.-~-^-~ "w . CIA$ B ASP W4P -J- ( ° _ Ifi _ _ 'f aFLOW Ywa ~i~ri--I-- _ _ I ~ N 2, NCDOT ~5 OR ~57 WASHED STONE MAY BE USED WITH HARDWARE CLOTH 4R CLASS 1
Ai :IYi~ i ~~I~~ ?1 ~I i -I I I -ITT-I 11= ~ - I I'~ ~I I~ I 1-1 I - Q'Qw OR 2 RIP-RAP SHALL BE USED RND COVERED WITH 4 INCHES OF NCDOT #5 OR #57
I~I I I~ I I~ I I I C I 11~1I I I- I -I I I` I I i Iii - I =11 I~ i WASHED STONE ON THE UPSLDPE SIDE WITH HARDWARE CLOTH. 4..I\I ~1 1\' FF~I I\I
A MAXIMUM SPACING :II I I~ ICI I I- If-J-I - f ~ ~ I --II ( If=~ L~II Ilf- ~ I - _ I I I -I I I I T~ I I- I- I I1=`~f -I I I~ I I I I I, j 3. HARDWARE CI_QTH 5HALL BE ANCHORED TO THE STEEL POSTS SECURELY USING 4.. 5`1151 PDp'I+olr..TLent Roa`dl
~,~,~,,11hi ~ _ _ { ~ a, II I~ I -I I ' 1-11=11 _ I MITI- I I I ,j 14.._ 1 ~I I I ICI I - -1 I - I ~I Ir_Irr~ = _ ~~rll` Flu= I I--- I I I-1I1TI I 1 I I' - I I~ I III- 11.-1 I1= I I~ I I: -1 ,I I r APPROPRIATE ANCHORS. HARDWARE CLOTH 5HALL BE KkYED IN A MINIMUM OF 1Z 5ujte 130
=t r I- I--I I ~ - _I I -_~TI I~ I ~ j 1 - INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE Concord, NC 28027 ANCHOR 5KIRT; OLOTH TO BE SAME RS STD. X30.09 (19 GAUGE, 1/4" SPACING).
A AND $ ARE AT EQUAL ELEVATIONS I ~ I ~ ANCh CR055 SECTION ~ EXCA EXCAVATE TRENCH
E AND E MAINTENANCE NOTES: BACK ANp COMPACT 4. P05TS SHALL BE NO MORE THAN 4 FEET APART, Civil Site Design eacKF~LL Low Impact Development
I
I ; 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCdALLY RESPONSIBLE PARTf € OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING 5. SITE OUTLETS AT ANY PRINT 5MALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE SmDll-SCDIe BUilding Design DfRECTION OF THE INSPECTOR,
E PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
I oI i -11 ~I~" 6. ONE ACRE MAXIMUM pRAINAGE AREA PER OUTLET. Telephone. [phone] F~ cs im it e: 704, 248.7959
11~'~~+'15~~ e" w~,,~,~~ 2. THE STONE SHALL E REPLACED PR MPT Y FT ANY T u,=~ B O L A ER EVENT THA HAS CLOGGED Z SILT FENCE OU E 4,- I OR REMOVED IT. FENCE OUTLET DETAIL
I 13 SCALE: N,T.S. REF: 1,1~ a 14~jaFs iV,T.S. REF': MCLDS ~3a.06D] Seals:
' uI~~4~~ FlL~ ~ 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE 1~
f 'r~°~~~"'u~,~,~~~sA~"~;~a~~u~,~~ul='n=~= HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE ~I Illlr~~
EXISTING GRADE, PREPARED AND SEEDED,
~ ~
!I _ SEr^.;"
032i;~'>~a
1 TEMPORARY ROCK CHECK DAM DETAIL di~° FIy~~ ~ {YF
1 ~ SCALE: N.T.S. REF; MCLDS 30,14 ~ # 1 ~~,~~1~5 pF~~~`
SEE DETAIL 4/13 FOR FRAME, GRATE, AND DIMENSIONS AND UANTITIES FOR BRICK CATCW BASIN HOOD FOR CATCH DIMENSIONS OF BOX AND PIP£ COVER 3ASIN ~ ~~<<rlliiit4~~1,
PIPE SPAN WIDTW WIDTW SPAN HEIGHT HEIGHT DIMENSION BARS _ U REINFORCING CUBIC YARDS DF BRICK MASONRY 1 N BARS _ U BARS - V BARS - W TOTAL CONCRETE IN BOX H1 Oq-ol- ~d
D A B C G MIN. W1 H2 E F NO LENGTW F' ND LENDTH NO LENGTH ND LENGTH LBS OP SLA$ FLOOR TOTAL CU, YDS. PER FT, HT.
k 15" 3'-0" 3'-D" _ _ 2'-6" _ - - T - - - - - - - 0.294 0.294 0.823 0.329
12" 18" 3'-0" 3'-0" - - 2'-1D" - - - - - - - - - - 4.294 0.294 0.933 ABOVE
- - - - - - - - 0.294 D.294 MIN, H1 1,098
~ wIR =N y O 8" 30" 3'-0" 3'-O" 3'-4" 3'-0" 3`-2" A 1'-1D" 4'-4" 4 1'-6" '-4" 4 1'-6" 3 4'-t" 3 4`-1" 45 0.147 0,374 0.522 1.306
INV. = M 36" 3'--D" 3'-D" 3'-10" 3'-0" 3'-8" R 2'-4" 4'-4" 4 2'-D" '~4" 4 2'-0" 4 4'-4" 3 4'-1" 49 0,187 4.415 D,6D2 1.874 D.329
1D SCH. 4 '-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 4.135 4.390 D.525 1.84? H2 'i
X ~ 42" 3'-D" 3'-0" - 4'-5" 4'-4" A 2'-1" 3'-6" 4 1'-9" 8" B
48" 3'-D" 3'-O" - 5'-0" 4'-1D" L 2'-8" 3"-6" 4 2'-6" E '-6" 4 2'-6" 4 3'-3" 3 3'-3" 40 4.173 D.430 4,6D3 2,185
54" 3'-0" 3'~0" - S'-7" 5'-4" 3'-3" 3'~6" 4 3'-D" EE GRADING PLAN (S[~ET C-5.4) '~6" 4 3'-0" 6 3'-3" 3 3'-3" 48 0.211 0.470 0.680 2.553
FOR PIPE DIA. : ; ' , r ~ I
7 D' 3' 1 D' 1 D' 3' 1 D' r,/1
INLET ~ INV. M ELEV. WEIR ELEV. N Y Y SECTION X-X -,/z" ~ ~
CB1 fi81,13 6&z.0a 3" BARS V EOUxLY SPAC 3-(~8 8AR5 W 9 3" fl.C. 9 3" D.C.
DBZ ssa,o5 s61,Da Z Q Q
GENERAL NOTES: ~ ~0
R ~ R 1. MORTAR JOINTS 1/2' 1/6" THICK y
~J 2. ALL CONCRETE TD 8E 3600 P.S.I. COMPRESSIVE STRENGTH ~ ~ ~ ~ ~
X 3. PRECAST STRUCTURES MRY BE SUBST€TUTEO AFTER APPROVAL BY CCfY/COUNTY ENGINEER.
4, ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
1'-2" ~ CENTERS, CURB i CURB AND GUTTER WITH CATCH BASIN ON LIGHT GRADE CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADE ~?r
5. CONCRETE BRICK MAY $E USED IN LIEU OF HARD COMMON CLAY ~21CK 3 P OF CP B 0 ~ Uj sad
6. JUMBO BRICK WILL BE PERMTTTED. ~ ~ S
7. FOR 8'-O" IN HEIGHT OR LESS USE 6" WALL: OVER 8'-O" kN HEIGHT USE 12" WALL FO 6`-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". , , 3" USE ar+ Fl, NORMAL GUTTER LINE ~ n
6. FOR FRAME AND GRATE DETNL SEE DTL. 7 TH15 SHEET, ~ALLYSPACED USE DN FlAT GRADE 2x AND UNDER 1D' MAX ~ ~ O V J Q
0 9. ALT. PIPE IN STORM DRRIN STRUCTURES SHALL BE STRUCK EVEN WITH THE 4 BARS ~
„ FLOW 8" INSIDE WALL, GROUTED AND BRUSHED SMOOTH. 8
10, WEEP HOLE(S) SHALL BE PLACED IN BAOK WALL, A STONE DRNN CON515T}NG OF 1 (ONE) CU~C DEPRESSED GIffTER LINE DEPRESSED GUTTER LPlE LL ~
`•"~'c • , v. ~ ~ FOOT OF NUMBER 76M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT 4 ~ .r. wJ A wEEP HOLE, 6 1-1/2
~.-.T SECTION S-S
10" SCH. 40 PVC OUTLC I 11. BRICK SMALL BE $ONDED WITH FULL HEADERS EVERY 3 COURSES, 3' ~ 3'
4 BARS Y . UA11Y SPAC ~ f2• S, I ~y
• . , BARS "W' ELEVATION ATI N 'I 4~.~
~ ~ GLiR6 3 BRICK CATCH BASIN WITH BIORETENTION BYPASS DETAIL ~ ~ DURB AND GUTTER WITH CATCH BASIN ON LIGHT GRADE CURB AND GUTTER WITH CATCH BASIN DN STEEP GRADE I
13 SCALE: N.T.S. ~ J
SECTIOf~ Y-Y 1-1/2 SECTION R-R
c!'.
_ ~ ~ ~ EMERGENCY SPILLWAY ELEV. = fi76.OD FT
METAL GRATE INLET I ~%lect Number: 7-10.033
~ N 684 " " ~ 1-3~g I 3~4
P ~ P 5-7 8" I _ ~ - - Oate: /J 1 09-0 E -2010
3~4
1 I~ 5/~ TOP OF EMBANKMENT _ f I - I _ ~ ~ ~Jfd4V~l8y. JLM
~ ~ 1 2" saz . ~ {ELEV, 67s,oo a" mlcK'3 5oO Psl i .~5 REBAR MAT ~ 12" ON CENTER-
~ » CONCRETE RI~ER WALL -1 8 N N_ 4-5~$ ' I I ~ 218 ^f~ EACH DIRECTION . i Checked By, NRP
I / N I N _ ~ I 6" DIAMETER SCH'.. 40
SECTION B-B ~ P-~ SECTION N-N SEOTION 3.-l SECTION M-M SECTION R R ~ j I ~ 680 - . '~.~RISE>~ P.1PEwW~A~'.~-.-....-' Revlslone,
I » CONCRETE PIPE L PERFORATED W a.75" DIA. HOLES, - ~ ~ OEi ~ X20 l o C?r~ 3nal 5ubm~ttal ~ 4" ON CENTER'VER7IGAL
' _7 LEAVING THE RISER - ;-AND-~HORl2ON~A~.=---HOL€~-T9-~AR~ - 1 0910 i I20 i 0 Per NCD~NIZ
MUST BE 0-RING PIPE -4 I ''-I-; II B J N V I :I ~ --I ~ 3.D Fl- ' AT FINISH FLOOR (ELEVATION OF POND.
~ - ~ E:~ -
I I 67& I~ -1' ~ ~ 18" REINFORCED CONCRETE PIPE ~I, I~, ,I~r_ -,;ice CO I •I . I N _ ~ I ~ •I - - ' 'i'
--I ~ _0 \ N INLET INVERT ELEV. - 675,5(1 FT I_::~ ~ I i ~ I I,-- ~ ~p K K : ~ " Lfl "p0 OUTLET INVERT ELEV. = 675.00 FT ~ - _ _ _ _ ` ~ 0-YR R W = ~ 7 F71
~ ~ LENGTH = 123.50 FT ~ ; - - { - - 10_YR -HR HIGHWATER V. ~ 67622 fTw
,I A A I .I f Ln SLOPE = 0.4% CU M ~ N 676 ~ _ ~I _ -
0? ^ ~ I L - .~-T ~ ~ ; _ E I E ~ 1 .I I~ f ~ I I I i : ` ~ =f I'~ et T tle - _ ~ ~ ~ ~
• -2.66 IZ L I~, V \ I ~ ~ ~ - - _ _ _ _
~ © o - I ~ - L I B I ; I-1 ~;_I - - - I ~ i ~I I j~ i ~ I I I ~ ! I~ G.C. TO RLACE ,WASHE;D STONE
~ M ~ ~ V E ~ I' 1- I~ ,SECTION J-J rr} 674 ~ ~ ~ • , i ~ ` ~ AROUND RISER ~JP TOI ELEV. 677.50 i, ~ STONE MOUND SHALL HAVE A i
,PJ,gd FRAME PLAN ' ` M~ FRAME, GRATE ~ WOOD A55EMBLY METAL STEPS AT MIN. 1:1 SLOPE~~ SI~E
d' 3 SflO PSI CONCRETE SPREAD F04TING 14:; 94" O.C.:
WITH 2 REBAR MATSI CONSISTING AF 1 REBAR 5 FT O. ~ U 12 ON CENTERS IN E/~CH DIRECTION DETAILS
. . . ! ~ 8 » 672. ~ - SHEET 4
5-7 S 3~~ 3~4 ~ 11/16" SLOT TOR tn'
1/2" BOLT 1 ~ I ~ -
I 1
1-1 2„ i
3~q. 3 4 _ I _ 2 11-1/2 3-1/2 3 -0 3 1/2 - ~ Sheet No:
' R-~ SECTION K-K } , I 0+15 ~ 0+20 0+25 0+30 D+35 D+40
WOOD ELEVATION I 0+04 0+05 0+10 0+15
,I ~
5 5 EXTENDED DRY DETENTION AREA DDA-1
I 13 13 SCALE: N.T.S.
4 FRAME AND HOOD FOR CATCH BASIN DETAIL 300,
13 SCALE: N.T.S.
j'.

CROSS-SECTION AT POINT FART8ESTR�0VOU7LET
DDWNSrAEAfA CRossSEDrtaNATPOINTCLWESTTooun.s-r
"'!WON ON
e (FT)
DRIV WIEffl
A M i C U 5
c (FT)
H (FT)
< r - - -
-`
MIN. MAX. DRIVEWAY CULVERT
Facsimile 704 248 7951
BR -1 UPSTREAM
682.50
681.00
ONE-WAY 20' 30' WITH HEAD WALL OR FES
678.33
681.13
NIA
.11�€I` E� ;. _�-------, �1_
I -
C� I; xTC1 I II T .[ C-111�1IEII iI IL-11 -M_
'=IICIICI ICEI-II T= ll=,IfEI E`i1111
< NON -WOVEN GEOTEXTILE
EQUIV. TO MIRAR 180N
ON
APPROVE ,
�-1-©" TWO-WAY 26' 50' EDGE OF PAVEMENT NCOOT SYSTEM
NCOOT SYSTEM ROAE3.
Add any additional mulch if necessary
8R -1 DOWNSTREAM 682.00 681.00 677.67 677.89 651.13
BR -2 UPSTREAM 681.50 680.00 678.00 677.33 680.19
SR -2 DOWNSTREAM &81.00 680.00 1 877.11 676.44 1 680.19
Rf W
PLAN
Mechanical or by hand
Twice a year
_ _
MIN.
grab tensile strength (ASTM -D-4832), puncture
RIPRAP LEVEL SPREADER
October 1 to November 30
CLEANOUT/OBESQUARE WELL
PER FC.
I
m,
x,
MIN. STONE SIZE = 4" DIA
MAX STONE SIZE - 6" DIA
TOA OF GRADE - EL = D
8" DIA. OR 8" SQUARE
TOP FLUSH WITH GRADE
I Ill.=III
Whenever needed
.�
Py" I N
S4 `\\
REFER TO APPENDIX 11 SOILS REPORT) OF THE PRE AND
GEMENT
III -I I -111
4 FT SIDEWALK MINIMUM. =11!
ts,^
NIA
GRASS GROUND COVER
w
TOP OF EMBANKMENT EL C
���' "�' z 1
,
POST DEVELOPED STORMWATER MAN CALCULATIONS
�
NIA
Treat all diseased trees and shrubs
E
NIA
NCA
3 Fr MIN.
1'-6" CURB AND GUTTER
(SEE STD. 10.17)
FNGINEERING
NO MORE THAN 24 -FT O.C. ALONG THE MAIN COLLECTION. THE TOP SMALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE
■Minn F E
1 Ir _
I
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
1ST INCH HIGH WRIER - EL = H
4MINIMUM
SECTION
5151 Poplar Tent Road
----------------------
----------------- _
R /W
Suite 130
(SEE DETAIL 3/13)
T -_
- _ _
-
SECTION DETAIL TYP.
Go 7
ncQrd, NC 2802
_ _ _- -_-_-
---------------------
1
E 4 SCALE.
N.T.S.1.
------------------------_-_--_
------------------------
_- __- _-_ __ ____ _ - ___
__ ___ ___________-_- __-__-_-
NOTE:
Civil Site Design
NON -WOVEN GEOTEXTILE
EQUIV. TO MIRAFI 18ON
-- - _ - _- -- - _- _ - _ _ _ -
MINIMUM 2.0 FEET TOPSOIL MIX (SEE NOTES) = _ _ _ _ _ _ _-_ - _ _ _ _- - _- - -
_ OUTLET PIPE T4 OVERFLOW
-- - - -- - - _ _ _ _ - - _ _ - _ _---_ - - STRUCTURE. 8" HDPE
1. TO 8E USED ON ROADS WITHOUT CURB AND GUTTER
Low Impact Development
PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT
SEE SHEET C-8,1 (BIORETENTION DRAINAGE/EASEMENT MAP)
- - - - -
- - - - - - - - - - - - - - - - - - - - - - - MIN. 0.5% SLOPE
AND WHERE CURB AND GUTTER IS NOT BEING INSTALLED
6ry
Small -Scale Building Design
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENTS SHALL BE COMPACTED TO 95% MAXIMUM DRY
__ -_-
(MUST MEET BOTH CRITERIA).
------------------------
_ _ - _ - _ - - - _ _ - _ - - _ _-
-------------
- -___-
----_ _ _-------
� -- _ _ _ _- - - - - -
( n r . 2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
Telcohone: 704.573.1621
CROSS-SECTION AT POINT FART8ESTR�0VOU7LET
DDWNSrAEAfA CRossSEDrtaNATPOINTCLWESTTooun.s-r
"'!WON ON
e (FT)
D (FT)
F (FT}
c (FT)
H (FT)
< r - - -
-`
- "
DITCH LINE c-^
3. USE OF THIS STANDARD FOR RESIDENTIAL DRIVEWAY CONSTRUCTION
Facsimile 704 248 7951
BR -1 UPSTREAM
682.50
681.00
679.00
678.33
681.13
NIA
.11�€I` E� ;. _�-------, �1_
I -
C� I; xTC1 I II T .[ C-111�1IEII iI IL-11 -M_
'=IICIICI ICEI-II T= ll=,IfEI E`i1111
< NON -WOVEN GEOTEXTILE
EQUIV. TO MIRAR 180N
AT THE DESCRETION OF THE COUNTY ENGINEER ONLY.
€
Add any additional mulch if necessary
8R -1 DOWNSTREAM 682.00 681.00 677.67 677.89 651.13
BR -2 UPSTREAM 681.50 680.00 678.00 677.33 680.19
SR -2 DOWNSTREAM &81.00 680.00 1 877.11 676.44 1 680.19
CROSS-SECTION AT POINT FART8ESTR�0VOU7LET
DDWNSrAEAfA CRossSEDrtaNATPOINTCLWESTTooun.s-r
SOIL
PERFORATED 4 --IN HDPE
i ASPHALTUPSTREAM
Monthly
Monthly
flush underdrain pipes
G.C. TO PLANT EQUAL MIX OF DAYULY'S AND
UNDERCUT SU8GRADE--J FEET
SEE 5ZE NDASPACI CENT GIRT FDR HOLE
ASPHALT
2 COMMERCIAL TYPE IV DRIVEWAY DETAIL
NIA
NIA
H03TDM OF TOPSOIL LAYER = ELEV. FJ
AND LOOSELY BACKFILL
NIA
EDGE 4F PAVEMENT
€
1 4 SCALE: N.T.S. [REF: M CLDS #10.25F]
Add any additional mulch if necessary
_
_ /pq_AL
Once or Twice a year
NIA
PLANTS
PLAN
Mechanical or by hand
Twice a year
_ _
BOTTOM OF STONE LAYER/
INVERT OF OUTLET PIPE = ELEV, Gcz­
grab tensile strength (ASTM -D-4832), puncture
n/a
October 1 to November 30
Treat all diseased trees and shrubs
NIA
,rye
NIA
Water plant material at the end of each day for 14 consecutive
By hand
Once a year
Whenever needed
days after planting has been completed
Py" I N
S4 `\\
REFER TO APPENDIX 11 SOILS REPORT) OF THE PRE AND
GEMENT
Ln
Treat all diseased trees and shrubs
NIA
NIA
NIA
���' "�' z 1
,
POST DEVELOPED STORMWATER MAN CALCULATIONS
NIA
NIA
Treat all diseased trees and shrubs
NIA
NIA
NCA
FOR DETAILED RESULTS OF THE SOIL TESTS FOR 80TH THE
pipe.
NO MORE THAN 24 -FT O.C. ALONG THE MAIN COLLECTION. THE TOP SMALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE
■Minn F E
mar MIN. SLOPE = 0.5%
PLANTING SOIL I L. s
8Y ECS CAROLINAS, LLP ON 09-10-2010.
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
FOR BIORETENT10N BYPASS SYSTEM
(SEE DETAIL 3/13)
]
1 BIORETENTION
SECTION DETAIL TYP.
E 4 SCALE.
N.T.S.1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
UNDERDRAIN OUTLET TO
SUBSTITUTED WITH ENGINEER'S APPROVAL.�
y 14, r
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES,
PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT
SEE SHEET C-8,1 (BIORETENTION DRAINAGE/EASEMENT MAP)
LANDSCAPE DETENTION AREA
(REFER TO SHEET C-5.0)
�
w -�w .I. s ,v y
Sheet Title:
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL THE EMBANKMENTS SHALL BE COMPACTED TO 95% MAXIMUM DRY
FOR ADDITIONAL INFORMATION
y f, W ,, w rti n2<k n r}
DENSITY USING MODIFIED PROCTOR.
n cq
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST O
3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
MAINTENANCE SCHEDULE FOR BIORETENTION
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR,I,
4. WHEN EXCAVATING FOR BIORETENTION AREA, UNDERCUT BOTTOM ELEVATION BY TWO FEET AND BACKFILL WITH THE SAME INSITU MATERIAL
`
O
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE SIORETENTION FACILITY THAT MAY BE HARMFUL, TO PLANT GROWTH.0414�
r J�
TO ALLOW FOR NATURAL SETTLEMENT. NATURAL SETTLEMENT MAY BE SPED UP BY PRESOAKING WITH WATER FOLLOWING PLACEMENT.
SITE
DESCRIPTION METHOD FREQUENCY TIME OF YEAR
SOIL
Inspect and repair erosion; clean up trash;
Visual
Monthly
Monthly
flush underdrain pipes
G.C. TO PLANT EQUAL MIX OF DAYULY'S AND
Planting Soil, 2 ft. soil depth
1.
ORGANIC LAYER
Remulch any void areas
NIA
NIA
Throughout the year
Remove previous mulch layer before applying new layer (optional)
NIA
NIA
Best in Spring
Add any additional mulch if necessary
NIA
Once or Twice a year
NIA
PLANTS
Remove and replace all dead and diseased vegetation considered
Mechanical or by hand
Twice a year
March 15 to April 30 and
beyond treatment
grab tensile strength (ASTM -D-4832), puncture
n/a
October 1 to November 30
Treat all diseased trees and shrubs
NIA
NIA
NIA
Water plant material at the end of each day for 14 consecutive
By hand
Once a year
Whenever needed
days after planting has been completed
as #8, 57, 78 or 89 is recommended.
0.25" to 0,75"
Ln
Treat all diseased trees and shrubs
NIA
NIA
NIA
Treat all diseased trees and shrubs
NIA
NIA
NIA
Treat all diseased trees and shrubs
NIA
NIA
NCA
5. PLACEMENT OF THE GRAVEL MUST BE DONE WITH CARE. AVOID DROPPING THE GRAVEL FROM HIGH LEVELS FROM A BACKHOE OR FRONT- RIPRAP APRON RA -5
END LOADER TO AVOID COMPACTION OF INSITU MATERIAL AND DAMAGE TO UNDERDRAIN. DEPTH OF GRAVEL OVER UNDERDRAIN SHALL BE (SEE DETAIL 2/11)
A MINIMUM OF 8 INCHES BUT SHALL NOT EXCEED 12 INCHES.
6. UNDERDRAIN SYSTEMS SHALL CONSIST OF 4" PERFORATED HDPE PIPE. PERFORATIONS SHALL BE 3/8 INCH DIAMETER AND PLACED SIX INCHES y
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED 8 FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.w4_
LAY PIPE JUST ABOVE THE STONE LAYER,TO INTERCEPT ANY FILTERED WATER THAT DOES NOT INFILTRATE INTO THE W -SITU MATERIAL. DIFFERENT 4" DIA. CORRUGATED PERFORATED HDPE
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL. DRAIN PIPE TO BE SPACED 8'-0" O.C. f `�
I 7. AN OBSERVATION/CLEANOUT STANDPIPE SHALL BE INSTALLED IN EVERY BIORETEN11ON FACILITY AT A RATE OF 1 PER 1,000 S.F. OF SURFACE AREA.
THE STANDPIPE WILL PROVIDE A MAINTENANCE CLEANOUT PORT FOR THE UNDERDRAIN SYSTEM AND HELP INDICATE HOW QUICKLY THE BIORETENTION �� 8" DIA. SOLID HDPE
FACILITY DEWATERS FOLLOWING A STORM. THE OBSERVATION WELL SHALL CONSIST OF A RIGID NDN -PERFORATED 4 INCH HDPE PIPE AND SHALL BE LOCATEDI gyp. OUTLET DRAIN PIPE
NO MORE THAN 24 -FT O.C. ALONG THE MAIN COLLECTION. THE TOP SHALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE 7� � MIN, SLOPE = 0,5% < �]
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING. Z 0 �J 2 Q
8, FILTER FABRIC SHALL BE PLACED BETWEEN THE WASHED STONE LAYER AND THE SAND/TOPSOIL/COMPOST MIX LAYER. FABRIC SHALL NOT I, �° i Y -
EXTEND BEYOND STONE LAYER. FABRIC SHALL BE MIRAFI 18ON NON -WOVEN GEOTEXTILE. A SIMILAR FABRIC OR PEA GRAVEL MAY BE J,g� c P1
SUBSTITUTED WITH ENGINEER'S APPROVAL.w'U1, u%J
9. SOIL MEDIUM SHALL BE 2.0 FEET DEEP AND CONSIST OF A MIX CONTAINING 85-88% SAND, LESS THAN 5% CLAY, AND 3-5% COMPOST. - Ls-.
PLACE MIX IN 6-8 INCH LIFTS. LIFTS ARE NOT TO BE COMPACTED, BUT MAY BE WATERED TO ENCOURAGE NATURAL SETTLEMENT. OVERFILL Q W 2 I v, Z 2
I ABOVE THE PROPOSED SURFACE ELEVATION TO ACCOMODATE NATURAL SETTLE TO PROPER GRADE (UP TO 20% NATURAL COMPACTION MAY OCCUR). c) `_ r '` S2' T 7 G.C. TO PLANT EQUAL MIX OF DAYLILY'S AND
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST 4 Z�I Z ;
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR 6 DOLL'S DAISIES AT A RATE OF 36" O.C.--- UJ
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION FACILITY THAT MAY BE HARMFUL TO PLANT GROWTH. 8i 0
10. PLANT MATERIAL SHALL BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. - 4" STANDPIPE �--
Q�- a2�
11. INDIANGRASS, DAYLILY, AND DOLL'S DAISY GROUND COVER MUST ACCOMODATE FOLLOWING CONDITIONS: o INDIANGRASS PERMANENT GRDUNDCOVER _
SHALLOW ROOT SYSTEM cv
r SHALL BE PLANTED AS SOD LL_
RAPID GROWTH RATE ` 1 < ,
FULL SUN TO PARTIAL SHADE EXPOSURE �� 1
DRY TO WET SOILS
12. G.C. TO REFER TO SECTION 6.4.2 OF THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES MANUAL �� r
FOR GUIDELINES TO PLANT PLACEMENT PRIOR TO CONSTRUCTION.
1 a CONSTRUCTION FOR THE BIORETENTION FACILITIES SHALL COMMENCE ONCE VEGETATION HAS BEEN ESTABLISHED IN DEVELOPED AREAS AND n
THE NEED FOR SEDIMENT BASIN AND EROSION CONTROL IS NO LONGER REQUIRED. �!
3 BIORETENTION STRUCTURE E3R-1 PLAN DETAIL
14 SCALE: 1 " = 20'
REFERENCE: MANUAL OF 5TORMWATER BEST MANAGtVENT FRACTICE5; NORTH CAROLINA DEFARTMffNT OF ENVIRONMENT AND NATURAL RE50URCE5
SPECIFICATION/TEST METHOD
SIZE
NOTES
Plantings
GENERAL
NOTES:
G.C. TO PLANT EQUAL MIX OF DAYULY'S AND
Planting Soil, 2 ft. soil depth
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
DOLL'S DAISIES AT A RATE OF 36" O.C.
2
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES,
Low P -Index Soils (10 to 30 optimal) needed
compost - 3-5 percent
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENTS SHALL BE COMPACTED TO 95% MAXIMUM DRY
Pro N
Project ember: 17-10-033
Mulch
n/a - grass only
DENSITY USING MODIFIED PROCTOR.
PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED 8 FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.
3.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
SEE SHEET 0-8.1 (BIORETENTION DRAINAGE/EASEMENT MAP) Date: � I0-1 1-2010
FOR ADDITIONAL INFORMATION
CONSTRUCTION GUIDELINES FOR BIORETENTION
grab tensile strength (ASTM -D-4832), puncture
n/a
For use as necessary beneath underdrains only
4.
WHEN EXCAVATING FOR BIORETENTION AREA, UNDERCUT BOTTOM ELEVATION BY TWO FEET AND BACKFILL WITH THE SAME INSITU MATERIAL
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL.
Washed #57. A 2" layer of stone such
TO ALLOW FOR NATURAL SETTLEMENT. NATURAL SETTLEMENT MAY BE SPED UP BY PRESOAKING WITH WATER FOLLOWING PLACEMENT.
Drawn By: JLM
MATERIAL
SPECIFICATION/TEST METHOD
SIZE
NOTES
Plantings
Doll's Daisy, Daylily, Indiangrass
n/a
Herbaceous ground cover only
Planting Soil, 2 ft. soil depth
sand - 85-88 percent
Checked 5y: NRF
clay -less than 5 percent
n/a
Low P -Index Soils (10 to 30 optimal) needed
compost - 3-5 percent
6.
in phosphorus sensitive woodsheds
Mulch
n/a - grass only
n/a
n1a - grass only
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED 8 FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.
Class "C"- apparent opening size (ASTM -D-4751),
I
Geotextile
grab tensile strength (ASTM -D-4832), puncture
n/a
For use as necessary beneath underdrains only
resistence (ASTM -D-4833)
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL.
Washed #57. A 2" layer of stone such
1 IC/1 1120': c Per NCDENR
Underdrain gravel
as #8, 57, 78 or 89 is recommended.
0.25" to 0,75"
Ln
Should convey 10 times maximum flow
Underdrain Piping
F 758, Type PS 28 or AASHTO M-278
from soil medium. Minimum of 4" to
6" rigid schedule 40 PVC or SDR35
318" perf. @ 6" OIC, 4 holes per row; minimum of
or smooth wall corrugated plastic
3" gravel over pipes; not necessary underneath pipes.
OUTLET DRAIN PIPE
pipe.
5.
PLACEMENT OF THE GRAVEL MUST BE DONE WITH CARE, AVOID DROPPING THE GRAVEL FROM HIGH LEVELS FROM A BACKHOE OR FRONT--
4" DIA. CORRUGATED
PERFORATED HDPE
END LOADER TO AVOID COMPACTION OF INSITU MATERIAL AND DAMAGE TO UNDERDRAIN. DEPTH OF GRAVEL OVER UNDERDRAIN SHALL BE
DRAIN PIPE TO BE SPACED 8'-0" O.C.
Checked 5y: NRF
A MINIMUM OF 8 INCHES BUT SHALL NOT EXCEED 12 INCHES.
6.
UNDERDRAIN SYSTEMS SHALL CONSIST OF 4" PERFORATED HDPE PIPE. PERFORATIONS SHALL BE 3/8 INCH DIAMETER AND PLACED SIX INCHES
4" DIA. STANDPIPE
Re s:
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED 8 FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.
I
LAY PIPE JUST ABOVE THE STONE LAYER,TO INTERCEPT ANY FILTERED WATER THAT DOES NOT INFILTRATE INTO THE IN-SITU MATERIAL. DIFFERENT
G G/ G/
6/12G;c Orl Irlai Submittal
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL.
1 IC/1 1120': c Per NCDENR
7,
AN OBSERVATION/CLEANOUT STANDPIPE SHALL BE INSTALLED IN EVERY BIORETENTION FACILITY AT A RATE OF 1 PER 1,000 S.F. OF SURFACE AREA.
Ln
THE STANDPIPE WILL PROVIDE A MAINTENANCE CLEANOUT PORT FOR THE UNDERDRAIN SYSTEM AND HELP INDICATE HOW QUICKLY THE BIORETENTION
8' DIA. SOLID HDPE
FACILITY DEWATERS FOLLOWING A STORM. THE OBSERVATION WELL SHALL CONSIST OF A RIGID NON -PERFORATED 4 INCH HDPE PIPE AND SHALL BE LOCATED
Eli mom ' 1
OUTLET DRAIN PIPE
NO MORE THAN 24 -FT O.C. ALONG THE MAIN COLLECTION. THE TOP SMALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE
■Minn F E
mar MIN. SLOPE = 0.5%
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
]
8.
FILTER FABRIC SHALL BE PLACED BETWEEN THE WASHED STONE LAYER AND THE SAND/TOPSOIL/COMPOST MIX LAYER. FABRIC SHALL NOT682
EXTEND BEYOND STONE LAYER. FABRIC SHALL BE MIRAFI 18ON NON -WOVEN GEOTEXTILE. A SIMILAR FABRIC OR PEA GRAVEL MAY BE 000
i
SUBSTITUTED WITH ENGINEER'S APPROVAL.�
y 14, r
9.
SOIL MEDIUM SHALL BE 2.0 FEET DEEP AND CONSIST OF A MIX CONTAINING 85-88% SAND, LESS THAN 5% CLAY, AND 3-5% COMPOST.
�
w -�w .I. s ,v y
Sheet Title:
PLACE MIX IN 6-8 INCH LIFTS. LIFTS ARE NOT TO BE COMPACTED, BUT MAY BE WATERED TO ENCOURAGE NATURAL SETTLEMENT. OVERFILL
y f, W ,, w rti n2<k n r}
ABOVE THE PROPOSED SURFACE ELEVATION TO ACCOMODATE NATURAL SETTLE TO PROPER GRADE (UP TO 20% NATURAL COMPACTION MAY OCCUR).
n cq
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST O
z!2) n
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR,I,
r� ,� y ,y y
1, y w
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE SIORETENTION FACILITY THAT MAY BE HARMFUL, TO PLANT GROWTH.0414�
r J�
SITE
10.
PLANT MATERIAL SHALL BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY.
W � W
` �
`
DETAILS
11.
INDIANGRASS, DAYLILY, AND DOLL'S DAISY GROUND COVER MUST ACCOMODATE FOLLOWING CONDITIONS:
12 $2
�
SHALLOW ROOT SYSTEM
RAPID GROWTH RATE
s}
r
FULL SUN TO PARTIAL SHADE EXPOSURE
W
SHEET 5
DRY TO WET SOILS
12.
G.C. TO REFER TO SECTION 6.4.2 OF THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES MANUAL
INMANGRASS PERMANENT GROUNDCOVER
SHALL BE PLANTED AS SOD
FOR GUIDELINES TO PLANT PLACEMENT PRIOR TO CONSTRUCTION.