20100735 Ver 1_Site Plan_20100910

RE: Fw: First Choice Eyecare Page 1 of 2
RE: Fw: First Choice Eyecare
Jeffrey McIntyre [e-mail]]
Sent: Thursday, September 09, 2010 3:44 PM
To: Strickland, Bev
Attachments: First Choice Eye Care -l.renamed (7 MB)
Please see attached the pdfs for the Variance Request for First Choice Eyecare.
Thanks,
Jeff McIntyre
Project Manager
Amicus Engineering, PC
[phone]
.........................
--- On Thu, 9/9/10, Strickland, Bev <bev.strickland(&flcdenrgov> wrote:
From: Strickland, Bev <[e-mail]>
Subject: RE: Fw: First Choice Eyecare
To: "Jeffrey McIntyre" <[e-mail]>
Date: Thursday, September 9, 2010, 9:47 AM
Thank you.
Rrverlc Si nrklxnJ
u???l??,?n..rNn?nr(t",d?q rr?,kr„m n,•,?a,?„?,,,,???
N.C Ih,pnnmmi d Env -meni ,md Na,,-,I Hr-un-
8321 ('rabt rre III, & Sun,• S3(1. 161xh_ N(' 27004
I'hon,, W,. (!)1!)1 713.4617 or 513-8301
Emnil.\ddr-, Ilev.Sn ncklxn<Ir.?n,vl, nr. gm
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lau and may be disclosed to third parties.
From: Jeffrey McIntyre [e-mail]]
Sent: Thursday, September 09, 2010 9:12 AM
To: Strickland, Bev
Subject: Re: Fw: First Choice Eyecare
Mrs. Strickland,
We are getting the drawings scanned in this morning and we will send them over to you shortly.
Thanks,
Jeff McIntyre
Project Manager
Amicus Engineering, PC
[phone]
--- On Thu, 9/9/10, Nicholas Parker <nrparkeia_amicuseng.com> wrote:
From: Nicholas Parker <[e-mail]>
Subject: Fw: First Choice Eyecare
To: "Jeff McIntyre" <[e-mail]>
Date: Thursday, September 9, 2010, 8:33 AM
----- Forwarded Message ----
From: "Strickland, Bev" <[e-mail]>
To: "[e-mail]" <[e-mail]>
Sent: Thu, September 9, 2010 8:24:52 AM
Subject: First Choice Eyecare
Mr. Parker,
We received the variance request for First Choice Eyecare. Could you please email me the stormwater plans in pdf so that I can pull them into
our electronic system. If the file is too big to email and ftp site will work fine.
https://mail.nc-gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 9/10/2010
RE: Fw: First Choice Eyecare
Thanks
RNaorlc Si nckland
Division o(\A-alcr Q-1.0 - Program Drcelopm on,
N_C. Depa rlmom of I?nvfmnmont an(I NanuaI k--.r,
2321 C,abiree Iilcd. tiuilr 2,,0. Hakrv h. N(' 27604
Phony tt'? [phone] or 5 1,-,-ri394
?mail Addnr-_ N,, Stnckland-ned-, ,o,
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lau; and may be disclosed to third parties.
Page 2 of 2
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https://mail.ne. gov/owa/?ae=Item&t=IPM.Note&id=RgAAAAAAOgPoLNIPQZ06vHVR... 9/10/2010
GN A PR- NTRUTINNT .
STEEL POST STEEL POST I GENERkL NOTES ~ ~ ~ ~ U
1. DONTACT THE UTILITY COMPANY TO RELOCATE ANY EXIST1NG UTILITY POLES. ALL EXISTING FACILITIES WHICW CONFLICT WITH B' MAX. STEEL POST WIRE FENCING FIRE FENCING STEEL POST 1. A STABELIZEO ENTRANCE PAD OF ~i WASHED STONE OR RAN. ROAD BALLAST SHALL ~ LOCRTED 'A'HERE TRAFFIC WILL ENTER pR LEAVE THE CONSTRUCTION STE ONTO A PUSUC STREET.
THEIMPRDVEMENTS UNDER THE SGDPE OF TH15 PROJECT MUST 8E RELOCA7E0 AT THE EXPENSE OF THE APPLICANT. WIRE FENCING WIRE FENCING ~ _ 2. FlLTER FABRIC OR COMPACTED CRUSHE92 RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION -
1LTER FABRIC ~ FILTER FABRIC I ENTRANCE' _
- T I PR M NT A z FILTER FABRIC 2. SURVEYOR TD VERIFY RIGHT OF-WAY LOCATION PRIOR TO CONSTRUC ION ALL PROPOSED M OVE E S ND WOVEN FILTER ~ ~ tY 3. THE ENTRANCE SHALL BE MAINTAkNED IN A CpND1T10N WHICH WILL PREVENT TRACKING DR Fl.DWING OF SEDIMENT
CON5IRUCTION WITHIN A MAINTAINED RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDDT AND THE TOWN OF FABRIC ~ a FLOW FLOW o ~ U ~5 WASHED STONE ONTO PtlBLIC 5iREfTS DR fXkSTiNG PAVEl.~NT. THIS MAY REQUIRE PER10DI0 TOP DRESSING WITH ADDITIONAL o ~Q~ ~ ~ : ~ FLOW 4~ STONE AS CONDI'RONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ~ m y0
STALLINGS GUIDELINES (THE MOST STR#NGENT SHALL APPLY), c m 5`' N ~ 4. ANY SEDNIENT SPILLED, DRCPPfD, WASHm, OR 1RACKfQ ONTO PUBLEC 51REETS MUST Bf REMOVED IMMfDIATfLY.
PHASE I CDNSTRUC1IDN SfOUENCf: ~ I ~~5 ~ F~~ 8. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TD REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DOME IN AN AREA STABNZED WITH CRUSHED STONE WHICH DRAINS INTO AN _ l ~ APPROVED SEDIMENT BARN.
'~13J GR'~DIN DSO C OL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENV#RONMENT N ~ 6, (XiOT MAY REQUIRE A STANDARD COMMERfOA1 DRIVEWAY T4 ACCESS THE GONSTRUCTkDN SITE IF THE OR(YEWAY IS rrr~~~ A E r~
AND NATURAL RESOURCES (NCDENR}. OBTAIN SITE PLAN APPROVAL FROM TOWN OF STALLINGS. ANCHOR SKIRT 6" .ANCHOR SKIRT fi" MINIMUM ON A THOROUGHFARE. H-°° ~ ~ ~ ~ ~ ~I
IN LIEU OF BURYING S ~5 WASH® STONE MA' JEU OF BURYING SKIRT, 6" OF ANCHOR SKIRT L L ` WASH® STONE MAY BE USED 6" MINIMUM 100 FT (MIN)
2. SET UP AN ON-SITE PRE-CDNSTRUCTIDN MEETING W€TH A REPRESENATIVE FROM NCDENR TO DISCUSS EROSION G N RA N T OVER TURNDOWN. E E L 0 fS. ~ TURNDOWN. ( Pueuc sTRffT 5151 Poplar Sent Road
CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING 1. FILTER FABRIC FENCE SHALL BE A MINIMUM of 32' IN w~TH AND SHALL HAVE A MNIMUM of 6 uNE WIRES WITH 12" STAY SPACING. MAINTENANCE NOTE I EwsnNC GROUND Su ltB 130
ACTIVITIES MAY BE A VIOLATION DF STATE GDDE. 2. wDVEN FILTER FABRIC BE USED WHERE S[LF FENCE IS TO REMAIN fDR A PE~00 OF MORE T3iAN 3O TENANCE NOTES: i WuvEN GEpTEXiiLE GDnCDrd, NG 28027
DAYS. STEEL P05T5 SHALL BE 5'-0" IN HEIGHT ANO BE OF THE 1. FILTER BARRIERS SHALL BE INSPECTEI 3. SELF-FASTENER ANGLE STEEL TYPE, RESPON51Bi.E PARTY OR HI5 AGEM' II IALL BE lN$PEOTED 8Y THE F1NANOlALLY EQUIVALENT TD MIRAfl SOD)( ~5 WASHED STONE ~IV3i Site OeSign ' OR HI5 AGENT IMMEDIATELY AFTER EACH 100 FT (MIN) LOW Impact DBVelOpment
3. INSTALL TREE PROTECTION FENCE, CONSTRUCTION ENTRANCE, SILT FENCE AND HIGH HAZARD SILT FENCE AS a. wIRE FENeINC SHALL aE AT LEAST #iO GAGE wftH A MINIMUM DF 6 uNE wIRE5 wrm 12" SLAY RAINFALL AND AT LEAST DAILY DURING AST DAILY DURING PROLONGED RAINFALL.
SPACING. ANY REPAIRS NEEDED SHALL BE M1ADI DEPICTED ON THIS SHEET MAKING SURE TO CLEAR ONLY A5 NECESSARY TO INSTALL THESE pEVICES AS PER THE 5. TURN slLr FENCE uP sLDPE AT ENDS. :D SHALL BE MADE IMMEDIATELY, ~ Small-Scale BUilding ~BSIL]n
APPROVED PLANS. 6. WIRE MESH SHALL BE MIN, 13 GAGE WITH MAXIMUM 12" OPENINGS. 2. SHOULD THE FABRIC DECOMPOSE OR 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS wHEN: OF THE EXPECTED USABLE UFE AND DECOMPOSE OR BECOME INEFFECTIVE PRIOR TD THE END ~ ~ ,!SABLE llFE AND THE BARRIER S11LL 15 NECESSARY, THE ~ ~ ~ Telephone: [phone]
A, AT TOE OF SLOPES GREATER THAN tO FEET VERTICAL (2:1 SLOPE} FABRIC SHALL BE REPLACED PROMPTI EPLRCED PROMPTLY. i ~ ~ Facsimile: 704.248.7951
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 5O FEET 4R LESS AWAY GRANGE ( } Q 4. CALL FOR AN ON-SITE INSPECTION BY INSPECTOR AS REDUIRED BY NCDENR . WHEN APPROVED, INSPECTOR SAFETY FENCE Is RE uIRED Ar BACK DF slLr FENCE 3. SEDIMENT DEP05ffS SHOULD BE REMI SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. j ~
ISSIJJES THE GRADING PERMIT AND GI.EARING ANp GRUBBING OF THE AREA DESIGNATED FOR THE CONSTRUCTION OF s. WHEN GRADING IS ADdACENr ro suAM BUFFERS, STREAMS DR WETLANnS (REFER m SWIM BuffER HALF THE HEIGHT OF rHE BARRIER. GUIDELINES), THE COLOR ORANGE IS RESLI~ED FOR VISUAL fDENTIFICATION OF ENVIRONMENTALLY SENSffNE PLAOE AFTER THE SILT FENCE IS REw F THE BARRIER. ANY SEDIMENT bEP05ll5 REMRINING 1N
THE SEDIMENT SKIMMER TRAP EMBANKMENT MAY BEGIN. THE CONTRACTOR SHALL INSURE THAT "ONLY" THE AREA AR~• TO THE EXISTING GRADE, PREPARED ,e SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM i 5ea15: ZADE, PREPARED AND SEEDED. ~ 2-3 INCH OOARSE AGGRECA
9. DRAJNAGE AREA CAN NOT 9E GREATER THAN 1/4 ACRE PER 100FT OF FENCE. REQUIRED FOR THE CONSTRUCTION OF SAID SEDIMENT SKIMMER TRAP EMBANKMENT IS DISTURBED. TOPSOILS ~ 10. SLOPE LENGTHS CAN NDT r=xDEEO CRITEWA sHOwN IN TABLE e,s2A NORTH CAROLINA EROSION AND \`>>jlVlili(~~~~
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 11. DD N07 INSTALL SEDIMENT FENCE ACROSS STREAMS, COLLECTED DURING CLEARING AND GRUBBING SHALL BE PLACED IN THE AREA DESIGNATED ON THE PLANS. DfTCHES, WATERWAYS OR OTHER AREAS flF CONCENTRATED FLOW,
I " F~ ~G' ~~~i,
HIGH HAZARD SIL' H HAZARD SILT FENCE DETAIL i CONSTRUCTION ENTRANCE DETAIL ; a SEAL F~":
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ~ P.S. [REF: MGLDS MANUAL ~30.O6B] i SCALE. N.T.S. [REF: MCLDS STD. ~3D.11A] ~ ~2~'~~~;
STRUCTURES ASSOCIATED WITH THE APPROVED PLAN, SCALE; N,T,S. [REF: MCL
~ r ~ `'~Gi~1~~'~~~
6. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR INSPECTOR SD THAT PERIODIC INSPECTIONS ~~i `~~G~ ' ~ vP~ ~ ii~~i ~1S R~~~~
''CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. OS-or- ~o
~
- 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION - - '
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. ~ BEFORE YOU DIG OALL THE NC ONE-CALL CENTER AT $11.
- EROSION CONTROL NOTES: _ _ _ _
~ _ 1. ALL °STD.° NUMBERS REFER TO THE MEGKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. _ _

_ 2. ON-SITE BURIAL PITS REQUIRE AN DN-SITE DEMDLITIDN LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ~ ° _ - _
\ % ~ - . - r J y _ ~ ~ ~ ~ _ _ _ _ ~ STANDARD SILT FENCE _ CONCRETE WINGWALL ~ ~
w (SEE DETAIL ON SHEET C.~4:7)" ~ (SEE DETAIL 4/12) ~ - ~ - _
3, ANY GRADING BEYOND THE DENUDED LIMITS SHOWN DN THE PLAN lS A VIOLATION OF THE STAT'E'S EROSION CONTROL ~ \ ~ ~
'ORDINANCE AND IS SUBJECT TO A FINE. ~ ~ ~ - A P ~.?rs- arasx-~°uo-ss,,=z,.e,~an aim ac~~m~a. u3~ o a ~~.n cma s~ r -a :7ac+ o e ua.+i>sr r,:~n aaamrem ec.»:G.»a a as:ay'a"m ~+sa s
RA lNG MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN 15 A VIOLATION OF THE STATE'S EROSION _ n 4. G D ~ _ - ` ~ , -x~~`1_~ ~~M--..-..„ ..r ;~~~i~~~ ~ -w. _ W:p. ,tea Y- ~ ~ /
i' _ CONTROL ORDINANCE AND IS SUBJECT TO A FINE. _ _ / / AAA , _...-.-_w-..,~ ~aew oss% _ _ „m,a.,.~.~,.-_W-~~~~~rMiY1rr~ee,w_~ _ ~x~a~Ynme.~e~¢~aw'w~rdw x~~~x~ - ~ \ \y, ~as;aa d~°..°sma ~ 6...-t ~ ~e~,°.m~tmeJ^ ~oC~,i]"case'"`~a"-°°oca'o~m''`Y"'ca~.°=,,~uaP~°.T ~~~~m!~.m.~~ a~6`a~na
/ $ ~~1~4~R.~/~IIA~~~~~.~i.C~I~~~~11~idS~.L~d~ ®'Siv E~d .:~v 91ALiCi80 i ~tie'd,.~~ai~maaa~oe mmsa®mev~tt as m~na'a;CS'J^r sa4a~s:mura~axman macea.n. ` _e¢"~'~x ~~¢a ~ \ ~ - a I.~~! ~ O i
/ I / ,1~~i~r ~ - - ..•eo maaa®os~pmmaao~~zi 'arr 15. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR ~ CALENDAR DAYS, WHICHEVER 15 SHORTER. ~ _ _ 9„~i g'~ ? ~ .v a c6"~~R~ ' " % pq-L~ ~m . ~ ~`~r~ ~ - I. ~
ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. RE ER O THE f DSION CONTR L ~ ~oA _ ~ '
i am® ' i ORDINANCE FOR ADDITIONAL REflUIREMENTS. / ~ i ~ ~ f . - v ~1 f
i .-s®°° ~ ~ ~ ~
A N A UR 5 T ONTRO ROSIDN AND SEDIMENT MAY BE RE UIRED BY A REPRESENTATIVE DF NCDENR, i nA ~ - 6. DDITIO AL ME S f D C L E Q ~ ,y~' t`}CISTIN~-GENTERf~INE . _ _ ,S14~NCMER STRUCTURE 5S"f 2~. ! ~ , ~ ~ " ~ ~ ~~'I ~ J Z
~ q~+ ~ ~ ~ - -OF BRANCH _ - - _ -RE-QUIRED SKIMMER.SIZE = 6-IN. ~ ~ ~ ~ , ~ ~ ~ ~ ,
\ ' ~ i = ' ~ _ _ ~ _ _ -B,RANG`~~ -1-5~NITEft(~11TT1_N7~P~R 7. SL~'£5 SHALL Bf GRADED NO STEEPER THAN 2:1, FILL SLOPES GREATER THAN 1O REQUIRE ADEDUATE TERRAGIt~G [MOLDS ' ~ ~ ~ ,~P>~' ~ ~ USGS MIDLAND QUADRANGJ.E _ - . ~ ~ .NT-PER _ - _ REQUIRED ORIE}LE~DIAMETER =._5.2-IN. ~ ~ ? ~ ~ , % ; { ~ ~ (y~ z ~ ~ J
3D.16 . SLOPES STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STABILIZATION' ,J ~ ~ ~ . ~ ' _ ~ TDPOGRAF'lHIC-MAP; 1996 ANGJ.E _ _ _ - - _ - - SEE DETAIL 5{11 } _ _ _ , ~ 0 ~ Z X96 _ _ ' ~ ~ ~I~ ~ ~ ~`h,j~1 II,,''Z
% F 1
' i \ iF ' ~ f ~ rte' ~ y _ ~ - - 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LDT GRADING EXCEEDING ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED, ~ ' , ' ~ r~ ~ _ _ ~ \ _ ~ ~ _r ~ 1
\ SILT FENCE OUTLET PROTECTION r~ ~ ~
\ 5EE DETAIL 2 13 ~ ' ' SILT FENCE OUTLET PF \ ( ~ ~ ~UBLt LAYER,.HIGH , NGE OUTLET PROTECTION ~ , ~ ~ ~ ~ • _ ~''A --ryry pwr
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NGDO7 RIGHT OF WAY MUST BE PRESENTED AT \ ~ i~IA~RD SILT~'FENCE (SEE DETAIL 2/13) ETAIL 2/13) ,.r''"~ ~ .f''i L.... Q 0
PRE-CDSNTRUCTiON MEETING. IF APPLICABLE ' ~ ~ ' ( ) \ ~ ~ ' (SEA DETAIL ON THIS, SHEET) , , \ ~ ' ~ ~ i r r~ i s i i~ , ~,/~n ~ ~ VAA
CO DL_PL _1~ Ate: s ~ ~`t ~ . , A L RDSIDN NTR AN N RR ~ \ ~ ' " ` ` OVER L E ' ~ ~ DISSIPATOR AT BR-2 OUTL~1' ~
T R ON NTRDL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION IMPACT ON STANDARD SILT FENCE - F ~ , ` ~ ~ ' ` ~ ~ HI5 E a51 cD - ~'~,SIZ~ = 4-FT WfDE X ;~-FT LONG ~
SEE DETAIL ON SHEET C-4.2 ~ ~ ~ 1 ( ) , P I 7HR E HAS S. NT 100-FT RIPARIAN OFFER. THE SITE +MLL BE DEVELO ED N E P E `I THE ADJAGE B
I ~ ~ <<~~,~~: ~ ~ r. r~
~ ~ NOT~TOG.C. - ~ ; T HA5 I F TH RDSION CONTROL PLAN THE EXISTING MAN MADE POND 1. PRIOR D P f D E E
, ~ / ~ CLEARING AND GRllB61NG SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 (PRE-PHASE I EROSION ~ ~ ` '.'w~i„ REQUI~D FORTIIE CONS' AND GRUB6ING MAY 6EGIN 6UT ONLY A5 ? ~
r' ~ ~ ~ FOR TI1E CONSTRUCTION OF SKIMMED SEDIMENT TRAP SST~~ - _ ' , I=D ON S~1EET C-A~.2 PHASE II EROSION CONTROL PLAN r' ' ~ ~ ; ' ~ ~ + ~
CONTROL PLAN}, THE TIME FRAME FDR DRAINING THE POND IS APPROXIMATELY 3 DAYS. ~ ~ ~ , ~ - _ _ / v , _ AS DEPICTED ON SHEET G I
A _ / - ~ ~ ~ / u~
2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFI,.OW CONTROL \ I ~ ~ ~ ~ ` ~ - a, ~ ~ - ~ ,
STRUCTURE. ONCE THE POND HRS BEEN DRAINED DOWN TD ELEVATION 675, THE OUTFLOW ~ „ „ ~ REE PROTECTION 1 ` \ /
CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET C-4,1 (PHASE I EROSION \ _ ~ ~ ~ - ~ _ _ ~ _ \ ` ~ ~ ~ ~ ~
CONTROL PLAN , FOLLOWING CDMPLfT10N OF THE OUTFLOW CONTROL STRUCTURE, TWO ~ - ~ ~ _ _ - - ~ ` ` " ~ = ~ ~ _ \ : ~ ~ ~ - - ~ ~ EXISTING 36° OAI' (ISTING ~~~6' OAK TREE TO BE ~ ~ ~ ` ~
\ ~ ~ ~yf R F HIGH HAZARD SILT F CE 1MLL BE INSTALLED. THE ONLY GRADING A550GIATEO f _ ` : ' ~ ~ ~ _ 'REMOVED LURING LAYE S D EN _ ' ~ - =MOVED LURING PHASE II ~ ~ ~ ~ ~
I U! "PR PARE° 7H ANKMENT ONSTRUCTON W I PHASE WILL BE THA RE RED TO E E EMB C iTH TH S T Q - - ~ ~ ~ ~ ~ , ~ ~ ~ I'ro~eck Number: i 7-f 0-033
j ~ ~ ' _ ~ . ~ ~ _ , CONSTRUCTIOP FOR THE PROP05ED SKIMMER TRAP. CONSTRUCTION OF THE SKIMMER TRAP WILL BE ' - ~ ~ ~ ~ ~ -CONSTRUCTION ENTRANCE
- ` (5EE DETAIL( RI D AND / ~ `~r ~ , CONDUCTED USING OFF-SITE STRUCTURAL FILL MATE AL AND WILL BE PLRGE - _ - - EXISTING t12" CEDAR TREE"T'O BE - ~ - - ~ ~ • ~ ~ n ~ (SEE DETAIL~ON THIS SHEET] ~ SILT FENCE OUTLET PROTECTION Qate: / i 1 09-0 I -20 ~ 0 ~ . ~,f' SEE DETAIL 2/13)
COMPACTED UNDER THE DIRECTION OF A LICENSED GEDTECHNICAL ENGINEER. TIME FRAME _ ~ REMi'aVE-0-DURING PHASE TI`~`~~ - ~ ~ ~ ~ ~
FDR PHASE € (EXCLUDING THE POND DRAINAGE} 15 APPROX, 1 3 DAYS. - TOP501L i ~ µ - - _ - -
,
- - _ - EXISTING 12" OAK TREE TO BE _ _ - ~ ,,,r ' •18.0' ' ~ STANDARD SILT FENCE Checked Dy: NRF
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND REMOVED DURING PHASE II ~ ~ Nflhl•'~~.~ ~ r' (SEE DETAIL ON SHEET C-4.2}
INSPECTED, PHASE II WILL COMMENCE• PHASE TWO WILL INCLUDE PREPARATION OF THE s ~ : ~ _ - - _ _ - _ _ ~ ` ~ ;
BUILIDNG ANp PARKING LDT PADS. MASS GRADING NULL START AT THE HIGH END OF TWE / - \ _ . ~ ' ~ ~ ~ f ~ ~ , ' - ~ ~ rr - ~ A ~ `:r ~ Obl! 612010 Qri Ina! Submittal
Sf1E, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. TEMPORARY ~ ~ ~ ~ , _ ~ ~ ~ ~ _ ~ ~ ~ ~ ~ \ _ ` - ,I ~ o9fo I iza I o Per NCQIrN R
DIVERSION CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN, ~ ? ~ ~ -EXISTING 24 OAK TREE TO--BE- ~ ~ _ ~ ~ _ _ _ * ~ ` ~ ~ ~ a , ` ~ ~~REMOVED DU G "PHASE II _ _ ~ ~ . EXIST~I~G j,-~-~-EXIST~I~G ~I ECG?'.-T~~fS ~ _ / ~ .
TIME FRAME FOR PHASE II IS APPROX. 3-5 DAYS. I7 SHOULD BE NOTED THAT THE ~ ~ ~ ~ ~ _ ` _ ~ ~ ~ . ~ TDrBE R' , TOrBE REMO`7EQ ~ ~ _ _ ~ r,!I SILT FENCE OUTLET PROTECTION ~ ~ ^ ~ ` ~ ~ (SEE DETAIL 2/13)
SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50- _ ~ ` , . ~ , _ _ ~ _ _
STORM. ~ ~ ~ ` ' ` ~ ~ y ~ , _ ~
_ ~ _ , _ ~ EX ~ NG 36 =EXis~INC`~s"roAI< r~~ ~ ~
_ 4, PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BASINS ~ - ~ _ _ = ~ ~ ~ _ _ ° ~ _ , y ~ 7Q B ,REMOVT ~ ~ ~ , ~ ~ ~ ~'Q B~ ,REM,OVED~~ ~ ~ ~ ~ ~ PHASE I LIMITS OF DISTURBED
, AND CURB HAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS J - -EXISTING 36 PIPE - , ' ~ ~ \ , ~ - \ ~ \ , _ , ~ti , ` . ~ • ~ AREA = 0.3fi ACRES* ~ ,I` * Sheet Tltle:
A TRADITIONAL SEDIMENT TRAP THAT NULL BE CONVERTED TO A BIORE7ENTION FACILITY INLET INV. ELEV~- 687,36 FT ° _ ~ ` 4 - < - _ _ - g \ (SEE ©ET ~~~RE~ PROTEGTION'~ _ ( AREA REQUIRED fOR INSTALLATION
....OUTLET INV. ELEV. = 6$7,35 FT i ~ - ONCE THE SITE 15 STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE < ` LENGTH - 5 5D. Ff V ` ~ ~ _ ~ - ~ ~ 1.- ~ ~ , '(SEE DETAIL:~6/10) ~ ~ ~ OF SILT FENCE, CONSTRUCTION ENTRANCE, ~ ~ ~ { s` SST-2 & OUTLET PIPE, AND CLEARING LIMITS FOR THE
_ ti - ~ - ; WI VI S D M NT TREAIMENT THRU THE USE OF STRAW WATTLES AND ~ ,..,,SLOPE = 0 `2~.- - , TREE PROTECTION 0.5-~AGRES) LL PRO DE E I E . ~ ~ . " _ _ : , o - ~ f` ~ CONSTRUCTION OF SKIMMER SEDIMENT TRAP SST-1)
~ (SEE DETAIL 610) - - - ~ ~ o CATCH BASIN INLET PROTECTION. ~ ~ ~ ~ ~ ' _ - ~ _ ~ ~ - ' ' " ' , w _ ~ _ _ r / j
_ - - ~ - ~r _ ~ , .,w,.. ~ ~ ~ . ~ ' SILT FENCE OUTLET PROTECTION
ry, ~ 5. IN ADDITION TD THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE ~ ` , ~ ~ ~ . ~ ~ ~ ~ ~ (SEE DETA4L 2/13]
, LANDSCAPE DETENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE OF -EXISTING 36 OAK TREE TD BE ` ' r
' _ DVf13 DLfRING PHASE II Rly"M SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER, \ ' _ _ n ti ~ ~ ~ ~ ....sue..
~---~-~~i ~ • ~ , _ ~ ~XfSTCNG BUILDING 7O BE ~ `--r-~.._ ~ ~ PLAN
~ ~ ~ REMO~IEp ~ '1JRiNG. PH SE II _ A.
GRAPHPC SCALD
- - - ~ !~A' f EXISTING BUILDING 30 0 15 3o so
! , _ry OF ` ~ TO ~E-RE-M&VE~ Sheet No:
LEGEND -W~,rj ..,J , . - f
SUBJECT PROPERTY BOUNDARY
- - - - - - - - - ADJACENT PROPERTY LINE
om"Wwo x REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND - - EXISTING GRADE ' md~~ ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - - - - - - - - - ' i' ~ ` 60'~ ~~~y.~
°Tmm IN wt m: PW R"°'" 'aM'~' no SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A PROPOSED 60 RIGHT OF WAY i 680 PROPOSED GRADE er"=PwwmpgL emumarmmr SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMA110N ti
TO me waif owm of REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK

C, F,NERAL PRE-CONSTRUCTION NOTES:
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT 4~7H ~M~~uS
THE IMPROVEMENTS UNDER TWE SCOPE DF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. STEEL POST HO00
WIRE FENDING 1' RE9AR TOR _ ~ REMOVAL fRDM INI.Ef -
LTER FABRIC ~~'~TJ~• 2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND m
t. ODNSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF--WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDOT AND THE TOWN OF ~ FLTER FABRIC. '
pQ~ STALLINUI~EL]~IEEST[N NT SHALL APPLY). ~ Z. ENSURE THAT T>"If HEIGHT DF THE SEDIMENT FENCE DOES NAT EXCEED 24-INCHES ABOVE THE ' FlLTER BP.G pEFLECTOR
~ 4~`~` GROUND SURFACE, (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE ~WOlFN PUMP LOOPS
PHASE 11 CONSTRUCTION SEQUENCE: ~ I ry - FAILURE DF THE STRUCTURE), ~ i i
R HA N CH CK DAMS SPILLWAY AND SKIMMER, CLEARING ONLY AS 'NECESSARY ~ ~ ~ ~ =1' ALL P>9R E C N EL, E m z ~I- 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE 8ARRIER D D
~ I I ANCHOR SKIRT 4" MIN. ! P TO INSTALL THESE DEVICES. _ I` { ~ TO AV010 JOINTS. WHEN JtHNTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A , ~ ~ SUPPORT POST WITH 4-FEET MINIMUM OVERLAP TD THE NEXT POST. i I n. "
o u 4, SUPPORT STANDARD STRENGTH FLTER FABRIC BY WIRE MESTH FASTENED 5ECURfLY TO Tlif i ~~~~I ~C~GI N EE~f NG
2. INSTALL PIPE P1 PER THE GRADING PLAN ON SHEET C-5.0. ~ z UPSLOPf 510E 4F THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE $OTTOM DF THE TRENCH. FASTEN THE N§RE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE Of THE FENCE POST, WIRE {
STEEL POSF 6 ~ ~ CR PLASTID 21P TIES SHOULD HAVE A MINIMUM 50 POUND TEN5ILE STRENGTH, p ~ oun.er 5151 Pa~lar Tent Rand
3, ONCE ALL EROSION CONTROL MEASURES HAVE BEAN INSTALLED PER PHASE II, CLEARING AND GRUBBING OF THE WIRE FENCING 5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MINIMUM DF 8-FEET APART. i ° Suite 130 " Concord, NC 28027
SITE {WITHIN THE LIMITS DEPICTED ON THIS PLANO MAY BEGIN. G.C. TD VERIFY WHETHER INSPECTION IS REQUIRED BY suPPDRT POSTS SHOULD BE DRIVEN S~cuRELY INTO THE GRDUNp A MINIMUM DF 24-INCHES.
WOVEN FILTER FABRIC 6. EXTRA STRENGTH FILTER FABRIC WITH 6•-FEET POST SPACING DOES NAT REQUIRE WIRE MF~FI i NCDENR PRIOR TD ANY EARTH MOVING WITHIN THIS PHASE. SUPPORT FENCE. SECURELY FASTI:Ti THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE DR PLASTIC ' p , ~ INSTALLATION Civil Site Design
2IP TIES SHOULD HAVE A MINIMUM 30-POUND TENSILE STRENGTH. I ° Low Impact Development "
14. FOLLOWING CLEARING AND GRUBBING MASS GRADING MAY BEGIN. SITE SHALL BE GRADED PER THE GRADING PLAN 7. EXCAVATE A TRENCH APPROXIMATELY 4-INCHES WIDE AND 8-INCHES DEEP ALONG THE PROPD5E0 1 1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK. Small-Scale Building Design
ON SH T C-5.. CONTRACTOR TO BEGIN AT THE NORTHWEST CORNER OF THE SITE AND WORK TOWARDS THE - - UNE of pOST$ AND UPSLDPE FROM THE BARRIER. I SECTIQN i 2, FILTER TYPES SHALL BE APPROVED BY THE CITI' INSPECTOR PRIOR Telephone: [phone]
N - ~ 8, PLACE 12-INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE CF THE TRENCH. SPILLWAY DF SKIMMER SEDIMENT STRAP SST--1, AS THE SITE IS BROUGHT TO FINIS'HI GRADE, THE CONTRACTOR SHALL -j ~ ~~T-~ ~ ~ I~ ~ I I I..._I ~ I I I TD INSTALLATION, Facsimile: 704.248.7951 3, FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
T KIM DI NT TRAP SST-1 TO THE TRADITIONAL SEDIMENT TRAP ST-2 AS DEPICTED IN PHASE III OF IJ J ~ ~j_" 9. BACKFlIL THE TRENCH wITN SQL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH CDNVER S M ER SE ME ~ - 1.. - € THE DIRECTION OF THE ENGINEER.
-'I I I~-I (~~I I i III-I € COMPACTION OF THE BACKFlLL IS CRITICAL TO SILT FENCE PERFORMANCE. ~ THE EROSION CONTROL PLAN DN SHEET C-4.3.
10. DO NOT ATTACH ftLTfR FABRIC TO EXISTING TREES, I I CATCH BASIN INLET PROTECTIQN DETAIL 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. Seals. 5. FILTER BAGS SHALL BE GLEANED OR REPLACED DN A REGULAR SGA)_E: N.T.S. [REF: MCLDS STD. #30.15] BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME}. I11~'1
5. CALL FOR AN ON-SITE INSPECTION BY A REPRESENTATIVE FROM NCDENR ONCE SITE IS BROUGHT TO GRADE AND MAI~,,,TENANCE NOTES: ~ ~ 6, FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDDT q~~~~
CONSTRUCTION OF SEDIMENT TRAP ST-2 15 COMPLETED. 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A MEEK AND AFTER EACH RAINFALL. I I ROADS. Q ~ ~
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SIL~f FENCE DETAIL ti ~SS~J-'~'.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR SCALE: N.T.S. REF: MCLBS SIB. ~30.Q6A THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND BEGONE INfFFfcnvf, REPLACE IT PROMPTLY. ~ SEAL
STRUGTURES ASSOCIATED WITH THE APPROVED PLAN. 3. REMOVE SEDIMENT DEP051T5 AS NECES5ARY TO PROVIDE ADEQUATE STORAGE C328Dfi -
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE, TAKE CARE
i TO AVOID UNDERMINING 1HE FENCE DURING CLEANOUT. I 7. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE UNION COUNTY INSPECTOR SQ THAT PERIODIC ~
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING AS I.R. PP
INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES DF CONSTRUCTION. THE AREA TD GRADE ANO STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, a~•or-1o
(
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA ER0510N ~ _ ~ f'
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVATION - ~ ~ - BEFORE YOU BIG CALL THE NC ONE-CALL CENTER AT 811•
SERVICE, AND THE UNION COUNTY LAND DEVELOPMENT STANDARDS, ~ ` _ - _ ~ ~ _ _
~ STANflARD EROSION CONTROL NOTES: ~•~•~O ~ _ _ _ - - -
- 1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL, ~ ` - \ ` _ ~ RIPRAP APRON RA-
` ~ a 'f (SEE DETAIL 2f 11)
i /'i 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR. ~ _ . -.w - ~ ~r~j'
~
/ \ ~ ~ ~ ~ 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN DN THE PLAN i5 A ViOLRTION OF THE STATE`S EROSION CONTROL ' CQNCRETE WINGWALL _ ° ~ (SEE D~TAiL_~y~-z)-
.,,a,,~~'a.^~a.~~,^a~(rmaaa.~a?~m mJ'~-~!'aa~'x mrr:~=~, _ ?=^rs ns,
ORDINANCE AND IS SUBJECT TO A FINE. - ~ ~ ? ~ ~ ~ °,aG-=E~` SKIMMER SEDIMENT TRAP SST-1 ~ .
5EE DETAILS 4191 & 5191 FOR SPECIFICATIO a°~'°°~ . u ~a~,+e~y ~~ar~ ~~~~~-irrr~as,aeemo~r°aM+°o-°a! ~C a~~~a ~ ~ ~ ~"'~:gm -
4. GRADING MORE THAN ONE AGRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE STATES EROSION DRAINAGE AREA (PHASE If GOVERNS) -1, 8 ACRES - 9 ~ ~ _ _ _ _ PROPOSED DISTURBED AREA = 2,04 AC S ~ = r ~ ~ , ~ - - ~a~aGQa 4"~'axa'Tcm cmttaa~~~Yk e~a~a~ ~?~~ya~~~ l~
CONTROL ORDINANGE AND IS SUBJECT TO A FINE. _ PEAKQIO (PHASE IIGOVERNS)=6.6 FS _ - ~~•~1~~'"!"~"41e'°""'~°~""""`~°°"r- ~ ~ - i °A~~.r - m®.c'¢amon®vcee~c cm~.n.m'nr"a5-a~am~evenv ~~~eee ama:oz~eaa~e~c~'~e'uaxrvaa~xs~cc+r, e-m.~ ac,~e.~`~nncan- ~ n~a¢.~~q~~ ~^ars~
v~~~ - c.ygq'b d'~¢"`~ums`cm ec ~a:a sm~moaam ea - / REQUIRED STORAGE VOLUME = 5 88 C,F,
1 Y 21 CALENDAR DAYS WHICHEVER IS SHORTER. , 5. ALL SLOPES MUST BE SEEDED AND MULDHED WITHIN 5 WORKING DA S OR ~ ~ r AVAILABLE STORAGE VOLUME - 49,801 C.F. ti~~=° ~ 'f ~ ~ _ _ _REFE-R-~TD SHEET` C-5.O FDR PIPE-~ - _ ~ - _ _ 4.~-a~'' a -
,ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL i ~ of ' r ' ,4 ~ . ° ~ r ~ REQUIRED SURFACE AREA =2;897SQ. FT. , ~ a q .i _ ~-,4i`iD~'CiTJ"f~EP'-5TRUC~URE INFORMATION ~ ~~~~°~..`a, `a~~.a ,,,.?~'r~ ~ O r } ~
ORDINANCE FOR ADDITIONAL REQUIREMENTS. AVAILABLE SURFACE AREA = 23 503 SQ. FT. ! , EXISTING G~I~TE -EXISTING G~I~TERLINE ~6F-BRANCH-- _ - - ~ ~w ~
BOTTOM OF STRUCTURE ELEV. = 676.00 FT ~ ~`"a ~ ~ _ ~ ~ ~ -81~ATIC>-I IS TNT / ~ ~ USGS 1f~.L-IiN~#= B1~ATIC1-I IS INTERMITTENT PER _ - _ - - _ ~ - ~ _ ~ ~ ~ a ` ~ r~~,-0 4J USGS ,1.tfJ.LAN~3---QUADRANGLE ~ _ - GRAVEL~AND RIP RAP ~ ~ ~ ? ~ , ~ n
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE~F THE COUNTY TOP OF DAM ELEV. = 681,00 FT % ~ i _ - - TOPOGRAPHIC I ~ ~ TOPOGRAPHIC M~'~-1~:~" ~ ~ ° ~ ~EL~'ER BERM ~ 4 J ~ ~ ~(SEE~,DETAIL 6/11} \~`t ~ ~e~ 1 z~-~j
\ SPILLWAY ELEV. = 679,00 FT ; ~ z= ~ , - ~ _ ~ _ _ ~ _ _ _ _ ENGINEERING DEPARTMENT. ' ; ~ ~ ~ _ - _ \ SPILLWAY WIDTH =12-FT ~ _
\ SPILLWAY DEPTH = 2.0-FT ~ - - _ _ _ _ ~ _ DQUBLE~LA~YER HIGH ~ ~ , r ~ PMp~ _ ~ ~ iJ._1 ~ > ~ ~ -mr _ _"`-HAZARD SILT fG1V~iE`` ~ ~ ~~,~r~*` ~ ~ti~~~'~ ~ ~ ~ ]y,~~~
r ~ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THRN 10' REQUIRE ADEQUATE TERRACING [MCLDS\ REQUIRED SKIMMER SIZE = 2,0-INCHES f ~ . , ~ ~ ! ~ ~ _ - _
\ I KIM RORFIC 1A.=1. -I H f ` ~ R THAN :1 S ALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STABILIZATION, \ REQU REDS ME E E D $ NC ES ; °r ~ ~ - - _ _ _ _ #30.16], SLOPES STEEPE 2 H (SEE„ DETAIL ON SHEET G 4.1) , ? ~ ~ , ? f ~ ~ ~ i
r~ ~ a / . _ - _ _ ~ ~ ~ ~ ~
BAT-`W_ESS TO BE SPACIED PER DRAWING ~ 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WA5 NOT PREVIOUSLY APPROVED. ; ~
SEE DE~'AI 110 FOR BAFFLE INSTALLATIO ETAIL , , f , , ~ ~ ~ ~ ` ~ REFER TQ~ SHEET C .O F P1Pf~. ~ Q o 0 ` ~ ~ ~ ~ ~ AND OUTLET STRU UR NFOR~IATION i j ~ 0
\ / . i l ~ ~ f , i, 9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED AT \ , w. , ~ : r r ~ , , ~ ~,,,,J
~ i , ~ ~
i PRE-COSNTRUCTION MEETING. (IF APPLICABLE) % I~ !o~= ~ 678 677„ ~ ~ ~ ~.~..--SILT F)=N ~ LET PROTECT~~3N
I N S LT FE CE OUTLEV~ PRO SECTION RA R ION ONTR PLAN ARRATI R/p ~ T ~ !(SEED z/13) r Q _ ~ f V 1
'1R! (SEE,DETAIL 213) 68 6~g'"`-~""".1 THIS EROSION CONTROL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION q>'V ~ _ i , r ~ ~ ~ 1" i
U ~ i"!'r ~ ~ kf ~F ? r i~~ i P PACT ON THE ADJACENT 10O-FT RIPARIAN BUFFER. THE SITE WILL BE DEVELO ED F . ' •.rw ~ ~ I _ ~ ~ , -
IM - R~ ~ ~ / ~ ~ 880 68 3 IN THREE PHASES. _ r ~ t~ ~ ~ ~
M r f ~
~ -~7J 1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE - ~ , _ _ _ ~ ~ -~._...~,,,-676
~ _ ` _ _ v~ ~ POND SHALL BE DRAINED PER THE INSTRUCT€DNS ON SHEET G-4.0 (PRE-PHASE I \ ~ ~ , ~ ~ ~ ~ ~ _ _ SST- ~ ~ ' 23.79' , '
C ' r-._ S \ ~ g9.~0' ~ 39,50, " - ~ ~ ~ ~ ~
EROSION CONTROL PLAN. THE TIME FRAME FOR DRAINING THE POND IS \ ¦'~w~,~~ ~ _ _ ~ _ 5 ' ~ ~
APPROXIMATELY 3 DAYS. ~ ~ ~ ~ ~ ~ pia ~
2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL \ / ~ ~ ~ ~ r . ; T _ TEI~PORAEtY ROGFL~CHECK, DAM ~ _ _
STRUCTURE. ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675, THE ,r r ~ ~ D - ~ ~ 5EE DETAIC °`I` ~3 ~ ~ ~ ~ ° , -I ~ - ? s r ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ Pro,ect fkumber. 17-10-033 ~ \
OUTFLOW CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET C-4.1 (PHASE I ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ ~ -
EROSION CONTROL PLAN). FOLLOWING COMPLETION OF THE OUTFLOW CONTROL ~ _ ~ ~ - - - ~ - ~ ~ ~ ° ; ~ ' ' ~ ~ ~ a9-0 I -20 a ` ~ SILT FENCE OUTLET PROTECTION Date:
H1 H AR SILT FENCE WILL BE INSTALLED. THE ~ ~ ~ - _ ` ~ ~ ~ ~ ~ ~ STRUCTURE, TWO LAYERS OF GH AZ D y _ ~ ~ - / , ~ ..w _ , _ ~ ~ ` (SEE DETAIL 2/13)
A I ASSOCIATED WITH THIS PHASE WILL BE THAT RE UIRED TO "PREPARE° I - ` ~ V _ J ~ ` ` ~ ~ ~ ~ ° ~ ` ONLY GR D NG Q ~ e ~ ~ ~ ~ Drawn 5Y' .ELM
MBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTION ~ - ~ ~ _ - V " ` ~ ~ ~ ' ~ ~ THE E / / ~ ~ ~ \ , ~ ~ f` i~ I
F OF THE SKIMMER TRAP WILL BE CONDUCTED USING OFF-SITE STRUCTURAL FILL _ r ~ TEMPORARY DIVERSION DITCH ~ ~ - ~ ,18•O MIN.\~, ~ f Checked By: NRP i ~l~J~`'~, ~ ~ ~ STANDARD SILT FENCE
_ (SEE DETAIL 4/TD) - MATERIAL AND WILL BE PLACED AND COMPACTED UNDER THE DIRECTION DF A C _ ~ _ ~ ~ _ _ _ , ~ ` ~ ~ ~ ~ ~ s t\~~ ~ ~ (SEE DETAIL ON THIS SHEET)
i' ~ LICENSED GEOTECHNICAL ENGINEER. TIME FRAME FOR PHASE I (EXCLUDING THE POND ~ ~ ' ` `
~ ~ ~ ~ ~ ~ ~ ~ OEi! 6120F0 ~t'I Inal ~ubmlttal
DRAINAGE) IS AP p , 3 D YS, ~ ~ DRAINAGE AREA'TO ~ ~ - . ~ , ~ ~ _ _ _ ~ , SST-1 1.5$ ACRES _ ~ ~ ~ ~ ~ ~ ~ ~ ~ . A ~ `
~ - _ - ~ ~ ' _ _ TREE PROTECTION ~ ~ ,CO . STRUCTIO~ _ ~ N r- ~ r ~ ~ . ~ ~ - ' ~ ~ ~ ~ SlLT FENCE OUTLET PROTECTION o9~o E120 i a Per N~DENR `,,COt~STR{JGT~ON`~NTf'cARCE~`~ ~r ~ ~ SEE DETAlL 2/13)
'I 3. ONCE THE SKIMMER TRAP HAS BEEN CDN5IRUCTEO PER THE APPROVED PLANS ~ ~ ~ (.SEE DETAIL 6y1D) ~ ~ ' ~ (S~E"06TAIL~f ~ tit ~ ~ ~ ~ ' ANO INSPECTED, PHASE II WILL COMMENCE: PHASE TWO WILL INCLUDE PREPARATION ~ ~ - ~ (SEE"06TAIL SON SHEET~C _ _ _ _ _ ~ ~ ~ , ® ~I,~,f

~ ~v \ ti _ I NG ND PARKING LOT PA05. MASS GRADING WILL START AT THE HIGhI ~ - OF THE BUILD A ~ _ - V'~-.a. ~i. ~ ~ ter' i ~ , r ~ a ~ - . ~ ~ ~ ~ ~ ~ ~ ~ _ ~ SKIMMER SEDIMENT TRAP BAFFLES ~ (SEE DETAEL 2/1O)
w. ~ ~ _ , _ _ H I F RTH ST FRO THE SKIMM R AND WORK TOWARDS THE LOW END. ~ ~ _ END F T E S TE A E M E 0 , _ _ - ~ _ , " i , ~ ti ~ ~
IR T SEDI ENT LADEN FLOW TOWARDS THE ''*~w~. ~ ~ ~ ~ _ _ TEMPORARY DIVERSION CHANNELS WILL D EG M ~ ~ ~
SKIMMER BASIN. TIME FRAME FOR PHASE II 15 APPROX. 3-5 DAYS. SIT SHOULD BE ~ ~ ~ ~ ~ ~ ' ~ - _ ~ ~ ~ r- - - - - STANDRR©-SILT FENCI= ~
AT THE SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY ~ - ~ ~ ~ \ ` - - ~ E~ PR( NOTED TH (SEE DETAIL 4N THIS SHEET) ~ ~ ~ ' z ~ E EE_PR(~t',ECTION~~ ~ PHASE II LIMITS pF DISTURBED 5heetTttle. AREA = 2,34 ACRES
w (SEE DI_T HANDLE UP TO A 50-YR STORM. ;"`w.,,;: ~ ~ ~ ~ _ _ ~ ~ , % r ~ 1 A ~ A ~ ~ . (SEE DETAfL~6f 1O) ~ ~ ~r ~
~ _ ' ~ ~ ~ ~ -ti ~ ~ ' ~ , rr ~ ~ M
µ , 4. PHASE III WILL, BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH ~ ! ~ , e, ~ ~ _ ~ ~ - ~ ! f . ~ a ~ ~ ~ ~ ~ ~ ~ S1LT FENGE OUTLET PRDTEGTIDN PHA E
CUR HA B N INSTALLED. THE MAJORITY OF THE SITE WILL BE ~ ~ Y.. m~ i i - - BASINS AND B VE EE ~ .r ~ (SEE DETAIL 2/13)
DIRECTED TD A OS A D L S EN W R TRA IT30NA EDIM T TRAP THAT WILL BE CONVERTED TO A <~; ~ ~ ^ ` . _ ~ ~ ~ . , ~ ~ E~osio~
BIORETENTION FACILITY ONCE THE SITE I5 STABILIZED. A SMALL AREA AT THE _ _ _ _ r ~ ~ ~ _ ~ ti V ~e~iY4° , ~.,i..i.~r CONTROL
~ NORTHERN END OF THE 51TE C 0.5-ACRES WILL PROVIDE SEDIMENT TREATMENT ~ - _ _ ' ,y.~~-- ~ ~ ~
THRU THE USE OF STRAW WATTLES AND CATCH BASIN kNLET PROTECTION, ~ << ' ~ ~ _ ` 7 _ P~.AN ~ GRAPHIC SCALE
r 1-_ ` +~+v
^ ~ - , 5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE _ ~ ~ ~ o so so
EXISTING 3E" PIPE -~.,,~u _ _ ~ _ ~ , ~ ~ ~ ~ ~ - - ~ I~J ~Qr~ , LANDSCAPE DETENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE _ 60 D 5~eet No:
INLE-C INV. ELEV. - 687,36 fT ~ _ ~ ~ ~'.IJtj OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. OUTLET INV. ELEV. - 687.35 FT z . m ~ ; `
LEGEND ,M~:~ ~ AYE _ LENGTH = 5,50 FT - - _
SUBJECT PROPERTY BOUNDARY
- - - - - - - - - ADJACENT PROPERTY LINE r, ~
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND EXISTING GRADE mid, mmus DORMS. m ALL;WM OMZc w*UMWM nun ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYNG - - - - - - EXISTING 60' RIGHT OF WAY
°"°"'°"~°°°`0t0X0m"0 SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A ` oxuat, MOM OR IN "a.WrA ""°m"M"` 680 PROPOSED GRADE or /~sooNSmm eonwap"xom nu SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
m99CWW no VM 7RX me MmMSk ,®vu K mwaim M m IS wn ~ osa W p REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK

I PH Ill TR C E ENCE: OV RA RDSION C NTROL P AN NARRA E LL E 0 L _ TIVE•
\ ~ N F TOWARDS EDiM T TRAP ST- UNTIL CATCH BASINS AND OUTLET PIPES HAVE - NOTE TO G.G. 1. '~G. LS CTED S EN 2 THIS EROSION CONTROL PLAN WAS DEVEL E T M OP D O INIMIZE THE CONSTRUCTION IMPACT ON THE ADJACENT 100 FT RIPARIAN I . ALL INLETS MUST HAVE
BEEN INSTALLED PER THIS SHEET. CATCH BA51NS SHALL BE PROVIDED WITH INLET PROTECT10N AS DEPICTED. ONCE INLET BUFFER. THE SITE WILL BE DEVELOPED iN THREE PHASES. ~ MUST HAVE IMPRINTED UPON TI1EM A i=1511 AND TI1E WORDS, DUMP NO WASTE, DRAINS TO RIVER
OR EQUIVALENT APPROVE[ PROTECTION IS ESTABLISH, FLOW MAY BE DIRECTED TD SAID INLETS. :NT APPROVED LANGUAGE, _
1. PRIOR TD PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE POND SHALL BE DRAINED PER THE 2. I^OR CATChi BA51NS (Jf
2. FINALIZE BUILDING PAD AND INSTALL CURB AND GUTTER PER THE GRADING PLAN ON SHEET C-S.O. INSTRUCTIONS ON SHEET G-4,O PRE-PHASE I ER0510N CONTROL PLAN . THE TIME FRAM FOR INN TH ND I ;Fi 6ASINS (SEE DETAILS 3/13 ~ 4/ 13) ~ FOR JUNCTION BOX (SEE DETAILS 3/ [ 2 ~ 4l 12). -
( ) E DRA i G E PO S
APPROXIMATELY 3 DAYS, INLET SCf1EDULE: LE; PIPE SCHEDULE: _
3. INSTALL STRAW WATTLES AS DEPICTED ON THIS SHEET. CB- I PIPE P I = 12" RCP PIPE P4 = 36" RCP _ '
R T PHAS WI IN IN T CATCl1 BASIN CB- I 2. THE Fl S E LL CLUDE S ALLING A PERMANENT OUTFLOW CONTROL STRUCTURE. ONCE THE PONb HA5 BEEN RIM ELEV, = 683,00 PT 83,00 FT INLET INV. ELEV. = 675.50 FT INLET 3NV. ELEV. = 685.06 FT _
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. DRAINED DOWN TO ELEVATION 875, THE OUTFLOW CONTROL STRUCTURE SHALL 8E CONSTRUCTED PER SHEET G-4,1 (PHASE I _ INLET INV. ELEV. - 677.89 - 677.89 PT (FROM BR- I } OUTLET 1NV, ELEV. = 675.00 FT OUTLET INV. ELEV. = 682.27 FT
EROSION CONTROL PLAN), FOLL0IMNG COMPLE110N OF THE OUTFLOW CONTROL STRUCTURE, TWO LAYERS OF HIGH HAZARD OUTLET INV. ELEV. = 661. I _EV. = 68 I.13 PT ~0 6R-1) LENGTi1 = 123.50 FT LENGTH = 399.00 FT F ~ ~ F
5. STABILIZE S3TE AS AREAS ARE BROUGHT TO FINISH GRADE. ALL SEEDED AREAS N9LL BE FERTIL#ZED, RESEEDED AS I T NCE WILL BE INSTA LED. TH ON Y OUTLET INV. ELEV. = 676.0 S L FE L E L GRADING ASSOCIATED WITH THIS PHASE WILL BE THAT REQUIRED TO PREPARE .EV. = 678.00 FT (TO LDA- I) SLOPE = 0.4% SLOPE = 0.7% L ~7 L
NECESSARY, AND MULCHED ACCORDING TO THE SEEDING SPECIFICAT1pNS DN SHEET C-10.0 (SITE DETAILS SHEET 1). 5151 Polar Tent Road
THE EMBANKMENT CONSTRUCT1ON FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTION OF THE SKIMMER TRAP WILL BE F V CTO R 1 00 TH MIT FOR TA LI ING R N C ON O H S AN T 3 AY . CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND COMPAG N R TH IR GTIO F A CATCI~ f3A~IN GB-2 PIPE P5 = 36" RCP Suite 130 CB-2 PIPE P3 = 12" RCP INLET INV. ELEV. = 682.07 FT Concord, NC 28027
TED U DE E D E N O RIM ELEV. - 662.00 FT 82.00 FT INLET INV. ELEV. - 678.00 FT
7. INA TH A UNION COUNTY OFFICIAL PRIOR TD REMOVAL OF CERTAIN EROSION CONTROL DEVICES. LICENSED GEOTECHNICAL ENGINEER. TIME FRAME FDR PHASE I (EXCLUDING THE POND DRAINAGE} IS APPROX. 1-3 DAYS, OUTLET INV. ELEV. = 680.0 GOORD TE WI -EV. = 680.05 I`1' (TO 6R-2) OUTLET INV. ELEV, = 677.00 FT OUTLET INV. ELEV. = 682.00 FT Civil Site Design
OUTLET INV. ELEV. = 677.3 _EV, = 677.33 PT (BYPASS) LENGTH = 165.00 FT LENGTH = 355,00 PT Low Impact Development
3, ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND kNSPECTED, PHASE II WILL 8. ONCE SEEDING HAS BEEN ESTABLISHED, ALL IMPERVIOUS SURFACES INSTALLED (EXCLUDING THE SURFACE PAVEMENT JUNCTION BOX JB-3 SLOPE = O.6°lo SLOPE = 0.2% 5maN-Scale Building Design I
COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE BUILDDNG AND PARKING LOT PADS. MASS GRADING WILL START JB-3 ~ 135 ~ Telephone; 704.573.9621
COURSE), AND ALL DRAINAGE AREAS BEGONE STABILIZED; SEDIMENT TRAP ST-2 SHALL BE CLEANED OUT AND CONVERTED AT THE HIGH END OF THE SITE, FARTHEST FROM THE SKIMMER AND WORK TOWARDS THE LOW END, TEMPORARY DIVERSION RIM ELEV. = 69 C .35 FT
TO BIORETENTION AREA BR-2 AND BIORETENTION AREA BR-1 SHALL BE CONSTRUCTED ACCORDING TO THE ATTACHED INLET (NV~ ELEV, = 687.35 CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. TIME FRAME FOR PHASE II IS APPROX. 3--5 = 687.35 FT Facsimile: 704.24$.7951
GRADING PLAN (SHEET C-5.0). DAYS, *IT SHOULD BE NOTED THAT THE SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A OUTLET INV. ELEV. = 667. I .~V. = 667.15 PT Seals:
50-YR STORM.
9. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT IMTIH AN INSPECTOR FROM NCOENR 50 THAT PERIODIC INSPECTIONS JUNCTION BOX JB-q~ JB-~
RIM ELEV. = 666.00 Ff CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 4. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BA51NS AND CURB HAVE BEEN INSTALLED. - 66.00 PT `~~~~~I!~~~~
INLET fNV, El_EV. - 682.27 THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS A TRADITIONRL SEDIMENT TRAP THAT WILL BE CONVERTED TO A OUTLET INV. ELEV, = 682.C 1. = 682.27 FT ~,.5~ ~ ;
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE 1MTH THE NORTH CAROLINA ERD510N AND _EV, = 662.07 FT ~ ~ 9 ~
BIORETENTION FACILITY ONCE THE SITE IS STABILIZED, A SMALL AREA AT THE NORTHERN END OF THE SITE D.5-RCRES) SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. WILT. PROVIDE SEDIMENT TREATMENT THRU TH F 032D08
E USE O STRAW WATTLES AND CATCH BASIN INLET PROTECTION.
I 5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE LANDSCAPE DETENTION POND WILL ~~~i~~jA~R. ~1~1~i~11#8'~•~~°
1. FIRE ACCESS ANp WATER SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PRIOR TO VERTICAL CONSTRUCTION. PROVIDE SECONDARY TREATMENT THRU THE USE DF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. of-oleo
2. ALL MATERIALS, EQUIMENT, LABOR, AND WORKMANSHIP IS TO BE IN ACCORDANCE WITH ANp SUBJECT TO THE TOWN OF
STALLINGS ENGINEERING DEPARTMENT, UNION COUNTY PUBLIC WORKS DEPARTMENT, AND THE NORTH CAROLINA DEPARTMENT T l
/ r OF TRANSPORTATION. THE MOST STRINGENT SHALL APPLY. ~ ~ ~ ' ~ - r
.r .r " ~ - / ~ ~ e -..M1 /
- / \ ' N R P G ST UC ON N ~ _ ` - _ _ ~ E AL RE ON R TI OTES: ~ ~ ~ ~ _ \
1, CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. \ j / ! ~ ~ ~ _ _ ~ , ` ~ ~ . GRAVEL AND RIP .RAID _ ~ ~ SHEEP DETAON 2/11) ° \ ~ _ _ _ _ _ _ -FILTER BERM ' N ~
r' ALL XI5TING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE ~ ~ _ ` _ _ - _ _ i.' r \ ~ (SEE DETAIL fi/11) ,
` i SCOPE OF THIS PROJECT MUST BE RELOCATED RT THE EXPENSE OF THE _
APPLICANT. ~ - ~ . ~ me~:~~ - ' ~ _ \ ~ \ .Y ~ CONCRETE WINGWALL - ~~r. _ - - - _ ~ _ _ _ _ _ = (sEE oETAIL 4/12)
~ S / ,aam~~G'ee ~uea'a:mna
O mr+~ .w.. , / ~~....n- - - - / ! V Y T RIFY RIGHT OF WAY LOCATION PRIOR TO CONSTRUCTION. a _ µ ` ~ - el~~~~~~~~iia4i~ uw.~~.-.~.__A.~.:.:.-...~---~~oalF~ws."nM~~wrl~ ~ _ ~ ~ ~ am~ae
2. SUR E DR O VE a _ r,f,,, ~octl~~~~.~"~eal l.Il~S-^- - = ~ _~agy~~x®a.e ~aa~++ ~ ~ ~ ~m.~~ \ ~.°°~na ' ° ~yy~yvc~.y ~ _ _ , ~ " u,aq a s m~ u a sett~T~ v,~ u o ~ ` ~I!-ti~.~,~ ti ~ f B ~~a ..-.w ~
ALL PROPOSED IMPROVEMENTS AND CONSTRUCTION WITHIN A MAINTAINED ~ .a~4`~,,,s ' % ~ - ~°T°~°"" _ ~''e~a"°'"' ~ _ ~ easA~° - ~ ~r .~a!~!.dAMS6iwia~a [~eae~r~~i+~r~.e. -'pvavdi~eorac ~ a` A~'~ - asaaaaaaaas"~ anem~mcw.~ss^x~' amx a x ccs e'. ~v na~mrax~asm~ns:~~.~mc' c a urs ~ o ~.a s4 ~,a.s:SS~~c~u~r_. eoraaa ~°1"ci:s a 'V1 _
' RIGHT-OF-WAY SHALL BE GONE IN ACCORDANCE WITH THE NCDOT AND THE ` ~_F o~oA~aa~a ~ _ ~ ~
~ ~ - ~ ~-~aa~e'~ , TOWN DF STALLINGS GUIDELINES THE M05T STRINGENT SHALL APPLY). ~ ,C as ~ t~~ ate ~ F
i E ~ ~ / bA~l/ ~ qa?' ~ r _ ~ ~r F~R ~ ~i . / ~ EXI~TdIJG' C ---EXI~Td1JG' CENTERLINE OF BRANGH~ - ' - - = _ _ ~ ~ _ ~ ~ _ _ ,yl,.,~~~a ~J
k ¢ / / ' T 4w!' / ~ - y mry R TR NOT ~ RIPRAP A RON RA 3" E O5ION CON OL ES. P _ BRAt~ICH-15 ~RAt~iGH--IS- fNT`ERh~f1TENT I~ER~ ~ ° ~ ~ ~ ~OVER~CONF .WEIR BYPASS TO - ~ ~ ` ~ ~ ~ ~o-~-_._
L a ; ~ " ~aa s (SEE DETAIL 2f r1~,. - _ ~ w -~Ijscs M1DL~ 1, ALL STD. NUMBERS REFER TD THE MECKLENBURG COUNTY LAND --'IISGS MIDLAND QUADRANGLE BE BLOCKED `OFF - v~ 'tea= ~G,~, m ~ ~ ~ O
DEV'cLOPMENT STANDARDS MANUAL ~ ; . ; ~ - _ " _ _ - _ _ TOPOGRAPTII~ NfA~, 1996 _ ~ ~ UNTIL 51TE I5 STABILIZED f ~ ~ ~ ;y ~ ~ ! ' ~ ~ ~ a T"
~ - - DOt7BCE ~iYER HIGH \ NIGF! _ ~ ~ _ _ ~ TEMPORARY 12° CPP _ ~ , ' ~ ~ ~ ~ ~--w ~ ~ ~
e'' ' ~ ~ HAZARD SILT FENCE - - PIT R UIR A -SITE DEMDLIT1DN LANDFILL PERMIT \ - _ _ ` ~ - 2. ON-SITE BURIAL S EQ E NON \ _ _ ~ ~ 1 EIdCE----~ p"
,f ` ; ,f ~ ~ , ~ ~ (SEE~ETAIL ON SHEET D-4.1 FROM THE ZONING ADMINISTRATOR. \ ; i ~ SHEET C-4.1~ _ _ ~ - - - _ - - ' ~ -INLEL lN~ ELEV. - 680.05 Ff _ ~ , ~ ` pjP ~ ~ ~ ~ I ~ ~ ~ OUTLET INV. ELEV, - X77;60 FT ~w.. ~ ~ ~ ` ~ ~ ~ • ~ ~ ~ ~,W Q j ~ ~
/ /.ry ~ ~ / ' - ~_r___ _ _ LENGTH = 18.0 FT~ ~ ~ ' ~ l~ ~ ~ ~ ~
Y T H WN N THE I A \ ~,f _ \
3. ANY GRADING BE OND THE DENUDED UMI S S 0 0 PLAN S / ~ ~ ~ , V -
VIOLA ON OF THE TOWN COUNTY EROSION CONTROL ORDINANCE AND IS 51lBJECT ~ ' ' TI f \ / ~ " , flr l i ~
TO A FINE. \ / ~ SILT FENCE OkJTLET ~RO'FEDTIDN ~ ' " STRAW WATTLES \ ' ` ~ SILT ,fENCE ~ OUTLET PROTECTION ' ~ ~ ~ ' ~ ~ ~ (SEE' DETAIL 2f 13) ~ ~ ~ o
(SEE DETAIL 1/12) / ',(SEE;~DETA~~:~2/13);~~ ~ ~ ~
CATCH BASIN INLET PROTECTION - ~ 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL ~ ~ ~ ~ (5EE DETAIL ON SHEET C-4.2) Q4 ~ r- ~ , 67$ 877
PLAN IS A VIOLATION OF THE TOWN/COUNTY EROSION CONTROL ORDINANCE AND Rlp,~ / , , , 6 6 ' / ' x ~M~~ e~~~~~G~pw~~fAr ~i~~ ~ ~
~1~4 %i 80 78 IS SUBJECT TO A FINE. - 9~ ?x ~ v0 ~
FUTURE OUTLET TO BR-1 TO BE ~F ~ BLOCKED OFF UN IL S TE S S B L ZED ~ _ ~ r ~ ! ~ ~ _ ~ 3 ~+'''y(~ p ~ " ~ , ~ r F
i 5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS DR ~ ; _ .a' ~ 6g / _ ~ 677 - ~ ~ ~ ~
/ ~ ~ ~ u 4 CALENDAR DAYS, WHICHEVER IS SHORTER, ALL OTHER AREAS, 15 WORKING ~ , , _ _ , ' CB-2 0 ""`-35.90' 25 ~ y 5T- I ~ ~ j f'~' ` ~ ~ r ~ Q.._.
STANDARD SILT FENCE ~ ~ ~ } ti D AI ON H C-4.2 ~ _ DAYS OR 9D CALENDAR DAYS, WHICHEVER ES SHORTER, REFER TO THE EROSION (SEE ET L S EEf } _ _ ' ~ ~ ~ z5~, 15 3~3 - , s
\ , _ ~ , I CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS. \ / ~ ' , , - - - ~ '
\ /
EXIS~G 6 PIPE ~ ~ - P`~pP~~ED 9, 362 _ 6 4 ,
8. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE INLET INV. ELEV. _ 887.36.~T - W OUTLET INV. ELEV. 687.35 Ff / ~ - = ~ ~ ~ '
REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. LENGTH = 5.50 FT ~ ~ ~ - , SLOPE = O.2% \ ~ ~ - ~ -
RIPRAP APROM RA ,2 ,I -'i %
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2.1. FILL SLOPES GREATER DRAINAGE AREA TD CATCH _ ~ ~ ~ ~ ~ ~ ~ ~ - ~ (SEE DETAIL` 211)' % ~ " ~ _ SIi.T FENCE OUTLET PROTECTION
e BA51N CB-1 = 0.47 ACRES ~ ~ ' \ ~ - . ~ ~ - ~ ~ THAN 10 REQUIRE ADEQUATE TERRACING [MOLDS X30.18]. SLOPES STEEPER I - _ ~ s SEE DETAIL 2 13 ~ ~ro~eet Nunber: 17-I OA33
' THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY A r' ~ ` ` ~ 8~
RE IRE STABILIZATION. I r QU _ / ~ _ ~ r r Dot Q 09-0 I.20i~
~ _ ~ ~ ~ SEDIMENT TRAP BAFFLE e:
~ ~ ~ ` 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING / 1_ " - !;J'~ - ~ ~ v ~ ' ~ {SEE DETAIL 210)
/ ~ ~ ~ / ~ - , ,I ~ 6 ~ , r . _ _ ~ ~ ~ ~ ~ ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED / , - ,r,, ~ _ _ ~ v
i i ~ _ v \ ~ ' ~ - .w, ~ ~ ~ \ ~ ~ ~ ~ ~ Checked by: NRP
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT / ~ ` . ` 68S SEDIMENT TRAP ST-1
6 ~ _ , ` - ~ - ~ ~ = r eft ? ~ '4 r~~~l \ ~ t ~ ~ J (SEE DETAIL 8110 FOR SPECIFICATIONS} ~
RIGHT OF WAY MUST BE PRESENTED AT PRE-COSNTRUC710N MEETING. (IF ~ 8 _ _ ` ° i~ `ter _ - - - ~ ~ ~ ~ I I~ ~ ~ ~ ~ , ~ f ~ „r; ` DRAINAGE AREA (PHASE IlEGOVERNS) =1.28 ACRES RevEs~ons: `~'r- ~ v i PROPOSED DISTURBED AREA=2,21 ACRES a~l6r2oEO Or::nal5ubmittal
N _ _ - - i' b, ~ ~ ~ ~ ` APPLICABLE ~ ~ ~ ~ ~ w - ~ ~ _ _ ; SILT FENCE { ) ~ ~ ~ ~ ~ ~ ~ ~ ' f ~ ~ PEAK RI O PHASE III GOVERNS - 6.84 CFS osro fizo ~o Per NCDENR
~ r ~ ~ r ~ ~ ~ fj•`6's~~ ~ • ~ ~ _ OUTLET PROTECTION REQUIRED STORAGE VOLUME = 4,608 C.F. ~ fi . ~ ~ ~
r _ . _ - ~ ~ I` v `v'` ~ ~ ~ ~ (SEE DETAIL Z/13) AVAILABLE STORAGE VOLUME = 7,531 G.F.
~ / ' ; ' REQUIRED SURFACE AREA = 2,976 SQ. FT, ` ~ ~
` ` v ~ ~ AVAILABLE SURFACE RREA = 3,749 SQ. F1". ~ v~ ~ ~ . ~ ~ DRAINAGE AREA BOTTOr+~ OF STIRl3CTURE ELEV. = 677,00 FT
- . ~ ,6 ~ 691 ' 696 ~ j TO ST-1 = 1.28 ACRES TOP OF DAM ELEV. = 688,00 FC
- - _ ~~w b9-1.--' ' ~ ~ ,:~--692 _ 8 ~ ~ ~ ~ ~ ' ~ SPILLWAY ELEV. = 680.00 FT
R H C ~ r . ~ ~ ~ ~ 9), G API SCALE _ ~ ~ s, _ - ~ ~ ~ 6~ ~ ~ ~ ~ STANDARt3 SILT FE1~fCE SPILLWAY WIDTH=6-FT
- ~ ~ r~ _ . _ IPA p,4 8 ~ \ ~ .w , ~ ~ tSEE DETAIL ON SKEET C-4.1) SPILLWAY DEPTH = 2,0-FT Sheet TEtler
30 4 15 34 64 ~ ~ ; _ r ~ ~ ~ - ~ r ~'1Meq."- ~ r i , ° F~+, ' ; ' / ~ BAFFLES TO BE SPACED PER DRAWING
SILT FENCE OUTLET PROTECTION P HAS E I ~ 1 ~ ~ j'~ ~ ~ ~ ~ {SEE DETAIL 213) SEE DETAIL 2130 FOR BAFFLE ENSTALLATION DETAIL}
~ ~ x. P-5
_ < ~ ~ ~ Murry JB'-4 r~ , ' PHASE 111 LIMITS OF DISTURBED E ~VS'ON
~ , ~ - _ AREA - 2.36 ACRES V ~CD~ _
' , ~ ~ ~ ti _ , ~ L
L.E~~N~ ,i. i ~ v „ti-• ~ . ti, " "
SUBJECT PROPERTY BOUNDARY v _v ~ ~ RIPRAP APRON RA--4 (SEE DETAIL 2/„) PLAN
- - - - - - - - ADJACENT PROPERTY LINE - , ~ - ~ ' ,
-,1-©- a---o ? a EXISTING FENCE LINE : _ _ , , LAIM(~ _ ~ - ~ ~o ~ - - - - EXISTING BO RIGHT OF WAY ~ _ _ ~~Q ~Q I ~ . ~ ~ ,
~ _ EXISTING GRADE ~ ~ ~ _~r - +~~G~j R . ~ .
680 PROPOSED GRADE ~ ~ ~ - - ~ - - • FIELD LOCATED TOP OF BANK Sheet No:
~ BEFQRE YOU DIG CALL THE NC 4NE-CALL CENTER AT 811. z
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND IT'S THE LAW. STOP AL Mm NWMZL Wftwcm DR UK wsma sku ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
m= mmos em comw SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - , at vo mu, 4fAdMOeMMYraecAMPMMW xr SURVEY COMPLETED BY GRFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION m3'
*PC mm " r~ am= r M WA tl m"am " REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

NaTE TD G.c. OVERALL EROSION CONT3DL PLAN NARRATI~
I . ALL INLETS MUST F1AVE IMPRINTED UPON Ti~1=M A FISH AND T~1E WORDS, DUMP ND WASTE THIS EROSION CONTROL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION IMPACT ON THE ADJACENT A ~1P NO WASTE, DRAINS TO RIVER" A i V I I l.~ U .J r~
DR EQUIV LENT APPROVED LANGUAGE.
' 100-FT RIPARIAN BUFFER. THE SITE WILL BE DEVELOPED IN THREE PHASES.
2. FOR CATCIF BASINS (5EE DETAILS Ill 2 ~ 2112} ~ FOR JUNCTION SDX (SEE DETAILS 3112 1'AlLS 3/ 12 ~ 4! E 2).
1. THE FIRST PHASE WILL INCLUDE DRAINING THE EXISTING MAN-MADE POND AND INSTALLING A PERMANENT
' OUTFLOW CONTROL STRUCNRE. FOLLOWING COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO LAYERS I PIPE SCHEDULE: NLET SchEDULE:
OF HIGH HAZARD 51LT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSOCIATEp WITH THIS PHASE WILL BE PIPE P5 = 36" RGP
„ ~ CATCH BA5{N CB- I PIPE P I = 12" RCP THAT REQUIRED TO PREPARE THE EMBANKMENT GONSTRUGTION FOR THE PROPOSED SKIMMER TRAP. INLET INV. ELEV. - 675.50 FT =T INLET INV. ELEV. = 682.07 PT i ~ -
RIM ELEV. ~ 683.00 PT - CONSTRUCTION OF THE SKIMMER TRAP WILL BE CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND P = OUTLET INV. ELEV• = 675.00 FT D PT OUTLET INV, ELEV. = 682.OD FT
INLIRf INV. EL..V. 677.89 FT (FROM BR-I} WELL BE PLACED AND COMPACTED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER. TIME FRAME - LENGThi = 123,50 FT LENGT'r'i - 385.00 FT
OUTLET INV. ELEV. - 68 I , 13 FT (TO BR-! ) - SLOPE = 0.4% SLOPE=0.2°70 ~:LN~~~LLI\IVV'
FDR PHASE I (EXCLUDING THE POND DRAINAGE} IS APPROX. 1-3 DAYS. OUTLET INV. ELEV. ~ 678.00 R (TO LDA-I )
PIPE P2 = 15" RCP CATC~1 6A5iN CP-2 PIPE P6 - . 2" RCP 7714 Matthews-Mint Hill Rd.
2. ONCE THE SKIMMER ?RAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND INSPECTED, PHASE II INLET INV. ELEV. = 677.33 Pl- RIM ELEV. = 682.00 P'T TLET INV. E V. - 0 PT PT INLET INV. ELEV. = 68 E . 13 FT P.O. Box 691173
WILL COMMENCE. PHASE TWO WLL INCLUDE PREPARATION OF THE BUILIDNG AND PARKING LOT PADS, MASS DU LE - 677 0 OUTLET INV, ELEV. = 680.05 FT {TO BR-2) 0 PT OUTLET INV. ELEV. = 68 [ .00 FT Charlotte, NC 28227-9498
GRADING WILL START AT THE HIGH END DF THE SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LENGTH = 39.00 PF OUTLET INV. ELEV. = 677.33 FT (TO LDA- I } LENGTH = 25.00 P'f Civil Site Design
LOW END. TEMPORARY DIVERSION CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. SLOPE = 0.8% SLOPE = 0.5`~ Low Impact Development
TIME FRAME FOR PHASE Il IS APPROX. 3-5 DAYS. *IT SHOULD BE NOTED THAT THE SKIMMER SEDIMENT TRAP E5 JUNCTION 60X JB-3 _ s~ PIPE P3 12 RCP Small-Scaie Building Design l PIPE P7 = 12" RGP
RIM ELEV. = 691.35 FT WELL OVERSIZED AND GAN ACTUALLY HANDLE UP TO A 50-YR STORM. INLET INV. ELEV. = 678.00 PT PT INLET INV. ELEV. = 68D.05 FT Telephane: 704.573.1621
INLD'f INV. ELEV. = 687.35 FT OUTLET INV. ELEV. = 677.00 FT 0 FT OUTLET INV. ELEV. - 680.DD PT Facsimile: 704.248.7951
OUTLET INV, ELEV. = 687.15 FT C T H A I N CUR HAV B N LENGTH = 165.00 FT 3. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE A C B S NS A D B E EE LENGTE~ = 9,00 Fr
SLOPE = 0.5% ~ Seale:
A T AJ RITY OF THE SIT WILL BE DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRRP THAT WILL SLOPE ~ O.6% I! INST LLED, HEM O E JUNCTION BOX JB-4
BE CONVERTED TO A BIORETENTION FACILITY ONCE THE SITE IS STABILIZED. A SMALL ARER AT THE NORTHERN _ t~ RIM ELEV. = 683.90 FT PIPE P4 - 36 RCP PIPE P8 = 12" RGP ~~~~~ilE~~iii~i
END OF THE SITE O.5-ACRES} WILL PROVIDE SEDIMENT TREATMENT THRU THE USE OF STRAW WATTLES AND INLET INV. ELEV, = 683.24 FT INLET INV. ELEV. = 685.06 Fl" rT INLET INV. ELEV. = 680.E 7 PT .•F~S ~j•'Y%
CATCH BASIN INLET PROTECTION. OUTLET INV. ELEV. = 683.04 FT OUTLET INV, ELEV. = 682.27 FT 7 FT OUTLET INV. ELEV. = 680. f 0 PT • o ~
LENG T 'rl = 399.00 PT LENGTH = IO,DO FT SEAL '
JUNCTION 6OX JB-5 SLOPE = 0.7% 4. IN ADDITION TO THE EROSION CONTROL MEASURES STATED RBOVE, THE FUTURE LANDSCAPE DETENTION POND SLOPE D,7% G32vG6 ~
RIM ELEV. = 682.35 FT `HILL PROVIDE SECONDARY TREATMENT 7HRU TWE USE OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. INLET INV. ELEV. = 680.25 PT
f ~
1 OUTLET INV. ELEV. = 680.17 FT ~,ENERAL PRE-CONSTRUCTION NOTES: "~f~}lip{i~~~~~
/ / / w ~ PROPOSED BUFFER ~ ~ ' EXISTING CENTERLINE OF BRANiCH'~ p~'_at_~o
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY ~ 1 ~ ~ - _ IMPACT = 7,527 SQ. F'T. ~ 6RANCH 15 INTERMITTENY~ER
POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS \ / / - ~ - ~ - ~ - ~ USGS MID,I.AN~ QIJADRANGLE _ ~ ~ ~ ~OPt]GRAPHIC MAP, 1996 '
UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE ~••r~ ~ / ~ ~ ~ ' ~ RIPRAP APRON RA--3 ~ / -
_ r OF THE APPLICANT. ~ _ _ (SEE DETAIL 2/11) ~ - r - ~ -pe-~-~=~~~ t ° ` nra:"~?'.p~~aas J iar^rnea ~ca»s~s + sece:tt cemaa ssA as®.q _'sa~r s'y _ ~,gn.~F 7__ RM am7 aracaA x-~r,~N?'wR_ i^"... R-c.rsy~,c ~
HOPE JUNCTION BDX ~ ~ _ _ _ _ ~ ~~&,~sP RI.P.RAP"APRON RA-1 - = = ~ _ _ ~n _ _ _ _ _ - a~~
(PER MANUFACTURER} • - a i~:,~ a~o-p~==~"_~ URVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO ~ ~ - - - _ ~ _ ~ , • ~ ~ awes ~;~5~~- _ _ - m_~ . ~ S INLET INV. ELEV, - 681.45 FT _ - -
CONSTRUCT(ON, ALL PROPOSED IMPROVEMENTS AND CONSTRUCTION WITHIN OUTLET INV. ELEV. = 681.36 Ff ' ,,~>s _ _ _ _ - - - - - ' _ r-..~. """r-.'r -i~m"~~e~r~rerdr M w-~,~.... r~ ~~rwwc~rr~errri Aa~og~da ~ EE ,,,,r.~ ~-•~r,~ ~ ~ \ ~.~~s _ ~5 D AIL 2/11.)-' II andr=a ` ! I
' A MAINTAINED RIGHT-OF-WAY SHALL BE DONE (N ACCORDANCE WITH THE ~ '~...±•~~,~"~~•,K~~~;.~~~°~'°' ~-;~:c'~evcasrs=eraea~cos~aa~-uznx:~:~cc~:~v.~,za-s nrs n.~.".'~ec%mw a''~oc~~r~aedacq~C~ s titr~r ~ °~mc
' ~ % ~ ~ z1~~~~~'"'~ _ _ ®mu~su®po~sa a®m,nA:%n.ra~v:m~. o~ "-wwins NCDOT AND THE TOWN OF STRLLINGS GUIDELINES (THE MOST STRINGENT ~ ~ 'f ~"~"~-'~ae~m~°~"°~'"°~"' as
ROOF DRAIN COLLECTION PIPE RDA ~ ~ • , - ~ , ~ ~ -_,~a ~ ~ ~ ~ ROOF DRAIN GO OF DRAIN GOLL,ECTtO.N PIPE RD2 _ ~ _ ~ ° ~ _ ~ Z
SHALL APPLY), 12" HOPE , ~ l' ~ 2 D E ~ , ' H P ~ i ~ _ _ - ~ ~ a \ ~ ~ ~irwil~rrwwr~rr~`Ir~!~!
( / } AI 5 10 SEE DET L r ~ u~ ~ - INLET INV. ELEV. = 682.14 FT ' , ~ ~ ~ (SEE-~~E~AIL
N N R N / x ERDSID CO T OL OTE5: _ OUTLET INV. ELEV. = 681.45 FT , - _ fNL.ET INV. ELEV RIPRAR APRON RA-2 ~„®a~ra~a ~ _ .E7 INV. ELEV. - 681.36 FT ~ a° ~
„ ~ 9 ~ , _ _ _ OUTLET INV. `E~f M NBU C LINTY LANb 1. ALL "STD. NUMBERS REFER TO THE ECKLE RG D ~ ~ LENGTH - 159,00 FT TLET INV. `E~ =680.25-~f~--~"~ (SEE DETAIL~2~~11~~~~ . ~ °~-~,,i ~ .-..1
_ .LENGTH = 1-89: - SLOPE - 0.7% ~ . _ . _ , DEVELOPMENT STANDARDS MANUAL.
\ _ - ~ SLOPE = 0 7~_ )PE - 07~_.~_--~_~"_~---' - ~MAXI~MdJ?vi~TST~NGE_SLOPE, _ , _ EXTENDS INTO BUFFER= 1`5-~FT ' ~JQ~p>~P"1 ~ ; ~ Q
i ~ ~ ~ ~ , - - - - - _ I 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT \ r ~ ~ - _ _ _ F,-- ~ Q ~ p
- ~ - ~ - . _ _ _ _ - _ ~ - ~ ~ . ' ~ ~ ~ Q
FROM THE ZONING ADMINISTRATOR. BIORETENTION STRUCTURE BR-1 ~ ~ ' (SEE DETAIL 1 /14) V ~ ~ ~ ; , - - _ _ . -
f UNDERDRAINS SPACED S O,C. ~ _ DOA- I / ~ ' , j, ~ 1 l~ Z
\ ~ , IT P N ! A ~ 3. ANY GRADING BEYOND THE DENUDED LIM S SHOWN ON THE LA S 8-INCH HOPE MAIN LINE \ / ~ ~ °
U30LATION OF THE TOWN COUNT'( EROSION CONTROL ORDINANCE AND IS V ~ - ~ ~ ~ / IN 4-1N PERFORATED HOPE / ~ ~ ~ / 676 ~ y ~ ~ ~ Z ~ ~
°I SUBJECT TO A FINE. PERPENDICULAR TO MAIN LINE. % 677 ~ ~ ~ l~ ~ ~ ~zr
OUTLET UNDERDRAIN INTO DB-1. _ - ~ ~ 8 7
~ ~ ~ 67 fi7 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION /
G.C. TO INSTALL CLEANOUTS EVERY ~ ~ 68p 679 , ' CONTROL PLAN IS A VIOLATION OF THE TOWN COUNTY ER0510N CONTROL / ~ • 68 i~ ~ ~ L.". via,
/ 24--FEET ALONG CENTRAL - - ~ , ~ 681 a ~ ~ ~ ~ ~ ~ ~ ~ ~
ORDINANC£ AND IS SUBJECT TD A FINE. CDLLEGTDR DRAIN ~ ~ ~ ~ 683 / ~ i ~ -
RIPRAP APRON RA-5 ~ ~ 684 - ~ ~ ~ r : ;
5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS / ~ _ SEE DETAIL 2 11 ~ ~ - - - " , ~ ( l) , a ~ CB-2 , ~wr~~, (682.50 i' ' ~ ` ~
OR 1 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL OTHER AREAS, 15 _ - - A ~ 1. r 682.00
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO A ~ ~ ~ u~'--~-~-, ~ JB-5 ~ r r Q-
SEE SHEET C-8, BIORETENTION / ~ ~ ~ , W THE EROSION CONTROL ORDINANCE FOR ADDi110NAL REQUIREMENTS. ~ ~ P~O~PQSED 9.62 6 / (68~3:50~ 684 _ - - _ 6~3 ; , ~ - EXTENDED ~RY DETENTION ' 0
DRAINAGE EASEMENT~'v1 FOR ~ ~ / 683. - 10'.. \t 4,~f ~ \ . , BIORETENTION DRAINAGE A ~ i _ ~ - - . ~1 ~ AREA DDA-1
6. AD 171ONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE B-1 { ~ D AND EASEMENT MAP. ~ 6s4.12 - - ~ _ ~ ~ ~ ~ ~ - 0 ~ (SEE DETAIL 513) . RIPRAP~ r'`,PRQN` ~A-6 ~ ~
~ PIPB P-s ' ~ ~ - ` N A I F TH LINTY NGIN RING DEPARTMENT. REQUIRED BY A REPRESS T T VE D E CO E EE / ~ ~ r ~ ~ ` ~ - _ ~ ~ - ` ~ (SEE .QEFAIL~ 2/11),~~ ~i ~,~Q~~~ ~
~ PfPE P~T~ ~ 0
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES / - ~ ~ ' . - 6 ~ $4 , ~ ~ PIPB`I'~ ~ 6$~ ~ ~ ~ ~ RIPRAP ENERGY
GREATER THAN i0 REQUIRE ADE UATE TERRACING MCLOS 30.16. SLOPES / _ _ _ ~ ` ~ , _ ~ Q ~ ~ ~ ~ _ ~ ~ ~ ~ ~ ppqq~' ..°--mow: ' D155IPATOR AT BR-2 OUTLET
STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER f~~j 1~ . ~ ~ .r<~--~-~.~ ' . ~ ~ ~ ~ / ~ ~ y ~ ,rte - ? ~ ~xr--- - O VAS ~ 512E - 4-FT WIDE X 6-FT LONG , ~ ~ - ~ D50 4 IN.
- - AND MAY REQUIRE STABILIZATION. ~ ~ , (E8~,5 _ ~ - ~ ~ \ , r?
i ~ ~ ~ ~ ~ ~ ~
~ ~~7 ` 666.63 v It' ~ ~BR- I , 6. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ~ ~ h, (s$5 so}_ - _ - I _ x> ~ , ~ ~ ~ ~ ~ ~ ~ ~ ti ~ - ; BIORETENTION STRUCTURE BR-2 Pro~e~~r~~~be~: i7-~o~~~
~ 685,36 ~ >x _ _ _ _ _ • ; E~ .6~, - - ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ~ 6 5~ ~ ~ ~ ~ ' ; ~ (SEE DETAIL 1/14)
. ~ 68 6$1 ' ~ ~8 ~ ~ ~ ~ r, 687.OQ~,~, ~__W X7.50 _ _ ~ ~~~66.~$~ _ ~ ~ i , ~ UNDERDRAINS SPACED 8' O.C. pate: ~ oa-i z-zo~a
r ~ 9, TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT ~ ~ 6- ~ 68 ~ ~ - ~ ~ ~ . { ~ ~ _ ; 8-INCH HDPE MAIN LINE
~ ~ ' W/ 4-iN PERFORATED HDPE ~~.e`' ~ ~6~ _ ~ ~ ~ ~ / ~ Drawn Ey; dLM
RIGHT OF WAY MUST BE PRESENTED AT PRE-CONNTRUCTION MEETING. (IF ~ ~ ~ ~ ~ 686 685 ~ - ~ _ ; ~ ~ - " ~ 686:59 ~ ~ ~ ~--68~----..- ~ r PERPENDICULAR TO MAIN LINE.
APPLICABLE} ~ ~ ~ ~ _ _ _ - ~ 68 ~ ~ ~ ~ d - ~ ~ ~ ~ . ~ ~ Chec'~ed By: NRP O.G. TO INSTALL CLEANOUTS EVERY
9 688--~~' . ~ , k' - . ~ ~ , ~ ~ ~ u,, _ _ } , (687,5D • - ~ ~ _ . 6$7.5 , ~ r ~ 24-FEET ALONG CENTRAL I
~ > ~ _ _ ~ ~I~ ~ ; ` ~ ~ ' ~ ~ ~ ~ COLLECTOR DRAIN ~ ~ev:5ion5: ~ ~
w. ~ _ 6 . _ _ / ~ ~ I' ! O ~ ~ ~ ~ ^ ~ l ~ ' Osi i sizo fo Ors final Submittal r9 • ,
x _ ~ ~ 68 ~ ~ 69 ~ , ~ ~ ~ `----_y+,\ oenvzo~o Per NCDENR
692"', b8 ` ~ - _ 69.1 ~ ~ ¢ ~ - ~ Gas . " ~ - ~ ~ ~ ~ ~ l - ~ ? ,
~ GAs ~ ~ . ~ ° ~ ~ ' ~ PIP ~ ~ GAS ~ ~ ~ " ~ P-4 ~ _ ~~~cg ` ~ , SEE S~[EET C-8.1 ~BIORETENTION
_ - ,v cAS~ ~ _ ~ ~ 6 i ' DRAINAGE/EASEMENT MAP) FOR
- - _ ~ , ? ~ ~ ~ GAS ~ ~ _ ~ ~-E~" _ „ . w , ~ ~ eases r... ~ ' ' RLPRAP APRON RA-4 BIORETENTION DRAINAGE AREAS
~ A~ w .w ` , ~EP-5 - ~ ~ (SEE DETAIL 2/91) AND EASEMENT MAP.
~ r`-~-.~_-,-~ ~ ~ _ S ~ > < JB"4 , " -
A Gr ~ ` ' . ~ r vS GAS ~ • ~ ~ ~ , ~ ~ _ -6p~ R~~~ ~ ~ ~ Sheet TEtle; .
w c - ~ ~ ~ ` y.~ RS GAS / 1+ \ ~ ~ ~ A ~ GRS~~ . , _ _ _ _ _ _
` , s ~ - - GAS ~ ~ ~ - BPS • ° w t
~ ~ ^„_GaS.~~ I'' - - - - - Gns Cis . r . r ~ - GAS ~ . ~ GA .
S~~ GAS ' ~ . - _ ~ GRADING
~v,~..~.-._..,.m.-____~__.., _ ,U E_1~1~ _ ~IG~T_ _ •
~ `IN~,Y EXISTING 36" PIPE ,~-.o..~. ~ . ~ .~'~~--Iw_ „v ~ , Y) : - PLAN
INLET INV. ELEV. = 687.36 FT - - . _ _
.f ~ ~ ~ OUTLET INV, ELEV. = 687.35 FT ' ~ - _ , ` ' \
LENGTH = 5.50 FT
SLOPE = 0.2~ ' y:s~~ rw ~ \ _ _ ~ _ ~ Sheet No:
'
LEGEND LEGEND
GRAPHIC SCALE '
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. SUBJECT PROPERTY BOUNDRRY - - - - ADJACENT PROPERTY LINE 3a 0 15 so so
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ? EXS IN RI mp ® ¦
AL MdW m=YM ICPMZWMQ*UKWTiCOWMM ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP - - - - - _ w 'ho 10 rim - - - - - - - EXISTING G 50 64' ' RIGHT HT OF WAY - - - - - - - EXISTING GRADE
SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A W 0 "m°~'eo~' SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION 680 PROPOSED GRADE 4,
m m Comm, ~iq~m REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES - - - - - - FIELD LOCATED TOP OF BANK

1. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ADJACENT
PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
SERVICES. PROPERTY DIMENSIONS, COORDINATES AND TOPOGRAPHIC INFORMATION
REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES.
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE
MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; AMICUS ENGINEERING ASSUMES
NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
ANY CONFLICTS CONCERNING UTILITIES THAT ARISE DURING CONSTRUCTION SHOULD BE
IMMEDIATELY REPORTED TO THE ENGINEER.
3. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST
48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION TO REQUEST THE EXACT FIELD
LOCATIONS OF ALL UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO
ULTITIES OCCURING DURING CONSTRUCTION AND MUST PROVIDE 48 HOURS NOTICE
PRIOR TO THE REPAIR OR REPLACEMENT OF SAID UTILITIES.
4. ANY EROSION ANIS SEDIMENT CONTROL MEASURES MUST CONFORM TO THE
REQUIRMENTS SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL
MANUAL.
5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PERMITS AND
APPROVALS HAVE BEEN OBTAINED FROM THE NECESSARY REGULATORY AUTHORITIES
PRIOR TO CONSTRUCTION. W THE EVENT THE CONTRACTOR IS UNCERTAIN ABOUT
PERMITTING REQUIREMENTS DURING ANY PHASE OF CONSTRUCTION, THE CONTRACTOR
SHOULD IMMEDIATELY CONTACT THE ENGINEER, THE TOWN OF STALLINGS, OR THE
UNION COUNTY BUILDING INSPECTIONS DEPARTMENT PRIOR TO PROCEEDING.
6. IF EXISTING CONDITIONS PROVIDED ON THE PLAN DIFFER FROM THOSE AT THE SITE,
CONTACT THE ENGINEER BEFORE DEVIATING FROM THE DESIGNED AND APPROVED
LAYOUT.
7. THE CONTRACTOR SHALT. TAKE MEASURES TO PROTECT ANY ADJACENT PROPERTY,
PUBLIC UTILITY, ROADWAY, RAILWAY, AND THE SAFETY OF THE GENERAL PUBLIC.
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES AND REPERCUSSIONS OCCURING
FROM THOSE DAMAGES.
8. NO FORMAL GEOTECHNICAL OR ENVIRONMENTAL INVESTIGATION WAS PERFORMED BY
AMICUS ENGINEERING TO EVALUATE WHETHER OR NOT ANY HAZARDOUS, TOXIC, OR
HARMFUL MATERIALS EXIST OR ARE CONTAINED WITHIN THE LIMITS OF THE PROPERTY.
AMICUS ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY REMEDIAL ACTION THAT
MAY ARISE IF SAID MATERIALS ARE DISCOVERED DURING THE COURSE OF
CONSTRUCTION NOR IS AMICUS ENGINEERING LIABLE FOR ANY LEGAL RAMMIFICATIONS
THAT MAY ARISE SHOULD AN ENVIRONMENTAL LAW BE VIOLATED BASED ON THE
DISCOVERY OF SAID MATERIAL.
9, THE PROPOSED SITE DESIGN FOR THIS PROPERTY IS BASED ON THE
INFORMATION
PROVIDED BY THE BUILDER, DEVELOPER, ARCHITECT, AMD/OR CONTRACTOR. IT IS
THE
RESPONSIBILITY OF SAID BUILDER, DEVELOPER, ARCHITECT, AND/OR CONTRACTOR
TO
VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE INFORMATION IS CORRECT AND
COMPLETE. AMICUS ASSUMES NO RESPONSIBILITY FOR COMPLICATIONS DURING
24.80
PERMITTING AND CONSTRUCTION THAT ARE A RESULT OF INCOMPLETE OR INCORRECT
L3
SITE INFORMATION.
S65°01'41"E
L4
(Sheet Title
Sheet No.
10 -Scale Existing Site Conditions
C-1
.0
40-5cale Existing Site Conditions
C-1. I
Site Layout
C-2.0
90.74
Landscaping Plan
C-3.0
23.93
Pre -Phase I Erosion Control Plan
C-4.0
27.49
Phase I Erosion Control Flan
C
-q-, I
Phase 11 Erosion Control Plan
C-4.2
32.12
Phase 111 Erosion Control Flan
C-4.3
26.08
Grading Man
C-5.0
21.26
Utility Plan
C
-G .0
Pre -Developed Drainage Map
C-7.0
42.28
Post -Developed Drainage Map
C-8.0
54.30
5ioretention Draina6je1Ea5ement Map
C-8.
1
Catch Basin Drainage Map
C-9.0
34.27
Site Details 5heet I
C-10.0
40.93
Site Details 5heet 2
C-1
1 .0
Site Details 5heet 3
C-1
2.0
Site Details Sheet 4
C-
13.0
Site Details Sheet 5
C-14.0
30.46
BEFORE YOU DIG S TO P . CALL THE NC ONE -CALL CENTER AT 811.
IT'S THE LAW..
FKOFOSE..D FKOFL55IONAL 15U]LDING
AT LAWYEK5. ROAD
51'ALLING-5, NOKTJ - I CAROLINA
NOW OR FORMMY I
\ AMY
tA:06321 2B 5321 i126 [
l
De: 3., PG : 18 LCY 24
Vn: 0, PG 99a
ZOMNG = R-20
/ I(F)IRC
NOW OR FORdERt\ RESAT
JuuE M. Fa.*�.oW f
# CHRI970PHER J.
hM 0632.127 r
MS: D, PG 996 r'
NOVA OR FQR,MCRLY ZON{iJG = P-20
/ f
GZEGQRY SC07T POOLEE C.P
- B5: \ 97G, PG 143 _07 22 � MD: O. PG 998
NOW OR FORMERLY 'ONING = r20 fid
i
\
GLEN L 15FLAI. # \ f Q
WF MAP.GAF-'T P
.D: OB32: s 25
\D5: 9GG. PG 674 40T 21 -�
PG 938
NOW OR FORIVI ZONING = R-20
MICMALSG. HENLEY
4 WF OONNAs.
0:05321124 f
\D5; 966, PG 70G LC 2D /
ASB: D. PG 996
ZONING = 0-20
NOW OR FOR,UICi1.r / =1 N
\J
OHN 5r4 � GO ONER\ f " g XISTING ROCK WALL
I D: 08321 123 \ ,
\9: 9GG. PG 297 LRT 19
ZONING R-20
Nlw/ OR mwM LY\ (F)IR[ ��' XISTING ROCK WALL`
JOSEPH CASTELLUCO RE9
4 W(FE '�•' -` ' (STING PLAY` AREA
ID: 08331122.
9G4. PG 5.73 L07 1 a -
M6: a, FG 993 �;!", - �'� , XISTING, BATTING CAGB` `-
NOd'ORFOPMERLY'ON ING=Rr20
GERALD E. LE°srER ¢\ c XISTING BUILDING`
WIFE CATH'RINE ?.A. .• .J .�
hD: 0832: 121
5: 1479, PG G53 ;.OT 17
PG 998
ZONING - R-20 /! -
14
NDN! OR � FORM'�'RLy
LYNDA' E'1R 4 L`,�NN HINS \ ; "� ,• ' _ .
lD: 05321 ,20
D5: 4136, PG 628 LOT i n ✓� "� ,r Q
M5: D, PG 998 /
ZOk;NG R-20 `' s � XISTING SANITARY" SEWER CLEANOUT
RIM' ELEV. , - 693:96 FT
NQw QR FaRM7LY
DAV%0 Y. Kf_'Va 4 ELLEN C.
ID: 06321 i 19 `;' ' -ter 'E '' ✓
P5: 152 G. PG 1 12 LOT 15
M.S: O,
ZONI,' R-20
tri ROW r r .� NOW OR FDFwv_,r-
,� -QVI.N D. 5*11 M 4 MARGAW-C.'
OFF- ZONING = R -20z.
.r '
PfL rr� ��r
EXISTING SANITARY SEWER CLEANOUT / ~ r XISTI NC CENTERLiN� OF BRANCH /cs°�
RIM ELEV- = 687,44 LEAN FT �� - --BRANCH IS INTERMITTENT PER �gh`V
USGS _MIDLAND QUADRANGLE
' -TOPOGRAPHIC MAP, 1996- - L
NOW OR FOVIDLY P.P.
THO,M1115 W. Cox 44VI ONNIFER5.--.-
C
ID: 06321063
DB: 963, FG 604 LOT 8
artF D. PG GG7 r` _
NOW
OR "J",
% XISTING GRAVEL WALK 'WAY
d WIFE rKtl DA A. ;� _4/ D:Da3zlca4 P..!:' XISTING GARDEN AREA
EXISTING SANITARY SEWER MANHOLE D5: 1, 57. FG 350 D>
M5D
: . PG GG7cSb-
RIM ELEV. = 682.60 FT 1 ONING = R•2D r R
INLET INV. ELEV. = 676.80 FT
OUTLET INV. ELEV. = 676.70 FT
LIZ-
�4-
NOW OR FORMERLY
�/J"yam i
HAL CORK JR, S WIFE OUNDA A
1D: 0632 064
'J 57 P'' 350 r ✓ - - - - �� .. 'Y
NC Lw OR ror'.MERLY
I
NORM -A. A. uJ;iti5ON 4 CHAD HIC4,C5 6 N -C3
ID: 05321:]30 - -r'-c. REEAR.� r
05: 3959, FG t9P LOT i MB: D. FG GG71 y
ZONING = P.-26 f 01W-4 / ,�.� ���RflN
QFF£9AR
EXISTING POD N r'
OF \
K,OWWORFORVC.JY �. 3C''
5TEVffN5 MILL HOMEOWN= A550C- `� � r �.. P L
G 12 CEQAR \
Q:063291 f C.
7B: 1145. 145.FGFG 497-
zowNG R.za
was r?Aii \ �o
✓ ti 3a flA1C
_.�
RfW- ' V �� , i . ��•
,.
~ ; 7- 71 LAK 42 ELAN ` `~ ow LIP FORN1M.-Y
_ 2¢� OAK °Gs, C05Y ARNAZ riO,N'�°117
03324001
-Go, - 239 ` �y 4Q�AK ZONINGa 2eII UAK
\
. -
L
P
` `ter r 1 E
EXISTING 36f1 P]PE � �" �� ��
INLET INV. ELEV. = 687.36 FTS` `
OUTLET INV. ELEV. = 687.35 FrRH
LENGTH = 5.50 FT "
STING WELL TO
EXISTING
SLOPE = 0.2fi BE ABANDONED
EXISTING HOUSE TO
BE REMOVED
EXISTING POWER POLE TO BE RELOCATED
G.C. TO COORDINATE WITH DUKE POWER
mmmwn[�)ziammm,o.m REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND
&L IWaa xmom WRMTM at=r 1K rel on ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
of To ,, ��, W'M� SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A
fA AMM DONO46 ItSMINY RNMAMo. CKY SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
+ ` +gyp C" REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES
EXISTING CATCH BASIN
INVERT ELEVATIONS UNKNOWN
EXISTING FLARED END SECTION
INLET INV. ELEV. = UNKNOWN
OUTLET INV. ELEV. = 683.63 FT
LENGTH = 72.50 FT
SLOPE = UNKNOWN
EXISTING BUILDING TO
BE REMOVED
NOW OR fOP,MERLY
ROMrS7 L GRIFFIN HEli�S a ST[Phi'N S.
iO; 083243
M5: 5, PG 47
ZONING = I
EXISTING CENTERLINE OF BRANCH
BRANCH IS INTERMITTENT PER
USGS MIDLAND QUADRANGLE
TOPOGRAPHIC MAP, 1996
LEGEND
CHU- OHU- OHU- OHU OHU- OHU
V w w w --- W ---- v
- zS CAS GAS GAS 7,As - GAS -
SUBJECT PROPERTY BOUNDARY
ADJACENT PROPERTY LINE
EXISTING GRADE
EXISTING OVERHEAD UTILITY
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING FENCE LINE
EXISTING 60' RIGHT OF WAY
FIELD LOCATED TOP OF BANK
NOW OR FORMERLY
CAkOLINA GOLF DEVE'-OF 5 LLC
ID: 08312001
DB: 629. PG 422
70%,M; - R-20
VICINITY MAP
SCALE: N.T.S.
REFERENCE: UNION COUNTY GIS
EXISTING ZONING CODE SUMMARY
ON
PROJECT NAME: PROPOSED PKOFESSIONAL BUILDING
~ PROPERTY OWNER: NOW OR FORMELY KEVIN D. * MARGARET C. BIGHAM
PARCEL P.I.N. 08324002
CIVIL PLANS PREPARED BY: AMICUS ENGINEERING, PC
PHONE: [phone] G21
ZONING: 0-1 JURI5DICTlON: TOWN OF STALLINGS
FLOOD MAP NUMBER AND DATE: 3710551 I OOK, 03-02-2009
WATERSHED: GOOSE CREEK
5E BACK (FRONT): 30 FT
MIN, SIDE YARD {L): 10 FT, 20 FT MIN. 51DE YARD (R): 10 FT
MIN. REAR YARD: 30 FT
PARCEL SIZE: 471 ,323/10.52 SQ, FT/ACRES
EXISTING USE. RESIDENTIAL
EXISTING PARKING PROVIDED: 0 SPACES
AREA OF EXISTING BUILDING COVERAGE: 1,3G3 5Q. FT
AREA OF ADDITIONAL EXISTING STRUCTURAL COVERAGE: 1775Q.1`7
TOTAL EXISTING STRUCTURAL AREA: 1,540 50. fT
AREA OF ADDITIONAL EX15TING IMPERVIOUS COVERAGE: 0 SQ.FT
TOTAL EXISTING IMPERVIOUS AREA: 1,540 SQ.FT
GRAPHIC SCALE
BRANCH/ WETLANDS LINE TABLE
LINE
LENGTH
BEARING
L1
12.46
S80°36'20"E
L2
24.80
584'55'56' E
L3
25,63
S65°01'41"E
L4
41.79
S59000'09"E
L5
22.82
S50037'52"E
L6
31.58
S59054'33"E
L7
90.74
S60'59'48"E
L8
23.93
S46°47'36"E
L9
27.49
S58°00'35"E
L10
33.99
S59'56'13"E
L11
32.12
S42°21'07"E
L12
26.08
S48038'44"E
L13
21.26
511020'26"W
L14
27.02
S52°2632"E
L15
42.28
S65°30'37"I
L16
54.30
N 16' 32'29"W
L17
45.32
S0501 0'49"E
L18
34.27
510049'38"I
L19
40.93
S07°03'12"W
L20
21.89
S41°52'57"E
L21
11.77
S32°50'53"W
L22
27.46
S1 1'26'00"E
L23
30.46
S10°0845"W
L24
20.70
S66°49'10"W
L25
21.16
S00059'52"E
L26
26.92
S5204255"E
L27
20.99
S33°10'01"W
L28
32.60
S07°26`1 9"W
L29
23.25
S75025' 11 "E
A M I C U 5
.
ENGINEERING
5151 Poplar Tent Road
Suite 130
Concord, NC 28027
Civil Site Design
Low Impact Development
Small -Scale Building Design
Telephone: [phone]
Facsimile. 704.248.7951
Sea[5:
� X1111//
CIN
SEAL
032006 r,
0- GIN
10
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Q
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p
LLJQ
LL
L.L..
Project Nurnbe.r: 1 7-! 0-033
Date: A, 09-01-2010
Drawr By; JW
CInec ed 6y: NPP
Revl5lorl5:
0G/ 1 G/20 1 0 Ora inal 5ubmittal
Al 09/0 1 i20 101 Per NCDENR
Sheet Title:
100 -SCALE
EXISTING
SITE
CONDITIONS
Sheet No:

N RA _ N TRU TI N
I AMC~~~
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES NOTES; TAPPING VALVE
~WH CH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE 1I INSTALLATION, MATERIALS AND DEVICES SHALL EXISTING WATER MAIN
'EXPENSE OF THE APPLICANT'. RKS TAP BY CONFORM TO UNION COUNTY PUBLIC WO DEVELOPER
SPECIFICATIONS AND AEQUIREMfNTS~
2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS '
AN6 C N TR GT1ON W AMAIN RI T- F- A IN N W N T STRAINT JOINT D{P FROM TAP O S U I7HIN TAINED GH O WAY SH LL BE DONE RGCORDA CE ITH THE CDO 21 ALL PIPE TO BE RE EXISTING EXISTING
A KFLOW AND/OR FIRE VAULT.THf 1-1(2 & 2 AND THE TOWN OF STALLINGS GUIDELINES (THE MAST STRINGENT SHALL APPLY). TO B C EDGE OF PAVEMENT WATER MAIN WATER MAIN
INCH PIPE SHALL BE BRASS TD THE BACKFLOW. THRtlST BLO KING
ALTERNATE (3 INCH VALVE AND RESTRAI~dT J~1- MAINTENANCE PLAN; ENCASEMENT I RESTRAINT JOINT
I JOINT DIP IN L1E~ CF BRA551 THE FOLLOWING MAINTENANCE PLAN SHALL BE FOLLOWED FOR EROSION CONTROL DEVICES UNTIL THE SITE 15 ~ ~ 7HI THRUST BLOCKING DIP PIPE FROM VALVE r I
I I ~ R TO INSTALLATION. COMPLETELY STABILIZED AND AFTER CONSTRUCTION FOR STORM WATER MANAGEMENT DEVICES THROUGHOUT I 31 FEES MUST BE PAID PRIO I I TO 54' PAST CASING TAPPING SLE vE ~ ~\VI
& VALVE 7714 Matthews-Mint Hill Rd.
Ii THE LIFECYCLE OF THE DEVELOPMENT. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EDGE 6F PAVEMENT TAP TAPPING SLEEVE S~' P.O. Bnx 691173
INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL FEATURES. FOLLOWING CONSTRUCTION THE 41 ND PVC PIPE SHALL BE USED WITHIN 5 FEET EACH END OF BACKFLD~' PREVENTER. GATE VALVE PER MAIN TEE PER MAIN SIZE ~ VALVE ~ ~ Charlotte, NC 28227--9498 ENCASEMENT Civif Site Design
OWNER/RESPONSIBLE PARTY IS RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF ALL STORM WATER SIZE BY DEVELOPER BY DEVELOPER DIP
MANAGEMENT FEATURES. R ER:CONTRACTORINSTALLS `a) 3 INCH & LA G " OR 2"WATER METER PUBLIC FIRE HYDRANT Low Impact Development ~ a
APPROPIATE DIP LINE THROUGH VAULT AND 1-112
AND VAULT PER UNION COUNTY HAND WHEEL VALVE TO BE 1, ALL EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING ANY SUPPLIES VAULT. UNION COUNTY WILL INS ~ ALL LINTY AT ° ~ DIP WATER MAIN ~ ~ Small-Scale Building Design ENCASEMENT
- BYPASS AT PREVAILING COSTS. STp BY UNION CO INSTALLED AT TIME OF TAP ' RAINFALL PRODUCING RUNOFF AT LEAST ONCE A WEEK, ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY SO ME ~ ER AND PREVAILING COST Telephone: [phone]
CONTRACTOR Tfl INSTALL APPROPRIATE SIZE RPZ. THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED. R(W OPTION "A'~ OPTION "8" Facsimf~e: 704.248.7951
1-1/2" OR 2" BACKFLOW
IRE DEPARTMENT CONNECTION IFDCI MUST BE WITH[N 2'-4" MIN, TO FACE OF VALVE 61 F PREVENTER REDUCED TIE IN -DUCTILE (RON DETAIL TIE iN - DI, RESTRAINT JOINT DETAIL 5e~ls: ~~~~ki~~~~r~
2 ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING TO THE ' 140 FT MAX OF PUBLIC HYDRANT PER FIRE CODE. > PRE55URE SYSTEM BY .R~~_`
SEEDING SPECIFICATIONS AND THE REMEDIATION PLAN iN ORDER TO MAINTAIN A DENSE VEGETATIVE COVER. DEVELOPER ABOVE GROUND ` EIRE VAULT AND BACKFLOW
BEHfND SET BACK (UNION PREVENTER:REDUCED PRESSURE
COUNTY S7D.1 a 3. ALL SEEDED AREAS WILL BE RE-FERTELIZED IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE, SYSTEM BY DEVELO~ ER (SEE DETAIL) • ~ SEAL ~r'
' NOTE GRASSED AREAS WILL BE MOWED AT LEAST ONCE A YEAR. I ~ SET BACK LINE NOTE ~ 032006 OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON ~2~° ~
I ~ OPTI[ w z - THE ( THE AMOUNT DF SPACE AVAILABLE, To BE FIELD VERIFIED ~,fC'~, ~`G~M`v~~~~~~'
4 0 ~ STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED I © W ff~i~~gf~ RIlpP~i~~~
PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 RND SIZED FOR NOT LESS THAN ORDINARY
' HAZARD AS FOLLOWS: ~Jb-16 o
_
A) Al' EACH STAIRWAY ON AS.L FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, WATER GONNECT101~J DETAIL TAPPING SLEV~ DETAIL
B) IN EVERY STORAGE ANp CONS7RUTION SHED, SCALE; N,T,S. REF; UNION COUNTY STANDARD DETAIL 22 SCALE: N.T.S. [REF: UNION COUNTY STANDARD DETAIL X18]
C) ADDITIONAL PORTABLE FIRE EX71NGU15HER5 SHALL BE PROVEDED WHERE SPECIAL HAZARDS EXIST I •
INCLUDING, BUT NOT LIMITED TD, THE STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LiOU€DS.
' /
GENERAL NOTES;
~ / 1. FIRE ACCESS ANp WATER SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PRIOR TO VERTICAL ~ /
CONSTRUCTION. A /
\ PROPOSED SEWER CLEANOUT
\ SEE DETAIL 2 12 / (
2. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES, ALL EXISTING FACILITIES ~ / a
WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED A7 THE / 4 SCHEDI~L`E 40 P.V.C. ~
D\ EXPENSE OF THE APPLICANT. LENGTH ~ 9:4~ FT
MINIMUM 1 ~ SLOB / PROPOSED 1.5" WATER LINE
3. D MESTIC WA SERVIC T INSTA D Y UNION NTY ONC UI ED FE AR PAID, G.C, TO TIE INTO 1,5 O TER E OBE LLE B GOU E REQ R ES E \ FOR DOMESTIC SERVICE GC TO COORDINATE WITH BUILDING PLW~NS ,._I ~ ~
„ / PROPOSED SEPTIC SYSTEM 1,5 REDUCED PRESSURE BACKFLOW ASSEMBLY TO BE INSTALLED BY DEVELOPER. P.C, TO VERIFY REOUIREp 90 DEGREE 6" ELBOW
+ / (DESIGN AND LOCATION BY OTHERS} WATER LINE SIZE WITH ARCIHITECT PRIOR TO CONSTRUCTION, CONNECTION 1=1TTIN OTHERS} (LENGTH = 92.00 FT)
G _ ~ `~0
6" GATE VALVE / ~ ~ ~ r . _ : 45 DEGREE 1.5 ELBOW ~ ~ ~ ~
4, PLANS FOR SEPTIC SYSTEM MUST BE APPROVED BY UNION COUNTY HEALTH DEPARTMENT PRIOR TO / _
VERTICAL / i ~ ~ _ CONNECTION FITTING ~ ' ~ , ~ ~ ~ ~ ~
FIRE HYDRANT 285-FT FROM MOST REMOTE CONSTRUCTION.
CORNER OF BUILDING, THEREFORE O.K. i'• / _ . PROPOSED 6" DUCTILE IRON ~ ~ ~ ~ L
\ ~ ` 5. REVIEW RND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER FROM ~ / a, WATER LINE FOR FIRE SERVICE ~ ~
, \ / ~ ' MEETING THE REQUIREMENTS OF THE TOWN OF STALLING S OR UNION COUNTY ORDINANCES, POLICIES, AND ~ {LENGTH = 102.00 FT) ~ t~ ~ ~
_ - ~ ~ I~- ~
STANDARD SPECIFICATIONS„ AS APPLICABLE . ~ ~.F. B G. ~ ~ / _ - - L~ ry 1.5" BACKFLOW PREVENTER ~ ~ ~ ~ o
REDUCE PRESSURE SYSTEM BY DEVELOPER ~ ~ ~
\ a 6. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE / I ~ ABOVE GROUND BEHIND FRONT SETBACK LINE , ~ ~
AVAILABE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE, / SEE DETAIL 9/10}
/ ~
7, ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE ZOD9 NGSBC. / ~ ~ ~ ~
/ - a ~ ~ ~ ~ IRE HYDRANT--t; ~ 1.5" WATER METER AND VAULT
_ _ E DETAIL 8~i2} ~ ~ - ~ ~ ~ ~ {sEE DETAIL 9/1 r~
.
/ » ' ® ® 6 V GATE ALVE / BORING PIT (BP-1)
SEE BORING AND REOIEUING PIT DIMENSIONS CHART ON THIS SHEET
6" PETTING - - ~ ~ _
~ _
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!!fT..S~ ~ SAC _ ~OR~ AND ~~CI~Vf~1G PIT DIMENSIONS CNA~T -
~ _ • Protect EJumbe:r, 17-14-033
\ "'"w
EKISTING POWER POLE TO BE RELOQATED Date: o6-I6-240
APPLICATION DEPTH LENGTH WIDTH .~~'~o ~ - G.C, TO COORDINATE WITH DUKE POWER
e,. \ u
" r ~ ~ ~ 90 DEGREE, 1.5 ELBOW ti r w, y :.CROW , ~ Drawn By, JLhr1
CONNECTION FITTING - _ Cheered By: NRP
6" DUCTILE _
g P ~ IRON WATER 6 FT (a) ' - ~ ° ` - _ _ , r.. ...,.A ~ .r +r . ~ ~ • RevisEOns:
LINE -:.,;w w f ` ~r n E -~v..~ ~ ~~s v61~6120!C Ori~inal5ubmithal
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~M~ 6'~ DUCTILE ~ \ r \
~ ~ ~N~ IRC)N WATER ~ n '~c o
LINE n °h,s~~f,; _.,.r_ s
q. G.C. TO CC)NFIRM ACTUAL WATEIR LINE DEPTH PRIOR TO BORING. '...:.:~_ry- - ""`-'n ~ . _ UTILITY CROSSING n Alv~~~s ~o~o
EXISTING GA5 LINE ELEVATION UNKNOWN ~ - ~r . LIC SIC ~~IGNT-~~-Wq, ~ Sheet Tale,:
GC T LD V RI UA ~ ~ 0 FIE E FY ACT L DEPTH - - - r PRIOR TO CONSTRUCTION ~-nr~~~nHa~, , r~,,,.,,, * ~
`~--°x° ~.-nw° -_--styp ~ J`am' rr"~+, ~r~
WATER CONNECTION nw~_ SEE DETAIL ON THIS SHEET
( )
6" TAPPING SLEEVE AND VALVE ~u._. o~,_.. - _ _ UTILITY
SEE DETAIL ON THIS SHEET THRUST BLOCK { )
(SEE DETAIL 6/12} yY~ ~ 1 Y
A MINIMUM 45.00 FT OF STEEL CASING TO
BE ADDED TO THE 6" PUSH--ON JOINT
„ RELIEVING PIT (RP--1) RESTRAINED DUCTILE IRON WATER LINE
90 DEGREE, 6 ELBOW SEE BORING AND RELIEVING (SEE DETAIL 10/10)
CONNECTION FITTING PIT DEMENSIONS CHART QN TH15 SHEET 'HIS SHEET
Sheet Nor
EGEND L LEGEND GRAPHIC SCALE
. cTno _ _ -
BEFOKE YOU UlU I lJ F . GALL THE NU ONE-CALL CENTER AT 811. SUBJECT PROPERTY BOUNDARY 30 0 16 30 so
- ADJACENT PROPERTY LINE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND +a amamms ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING IT'S THE LAW. STbP T " - - - - - - A=Md CO toms~p¢ t4A WM a"=~a SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A ? - EXISTING FENCE LINE EXISTING 60' RIGHT OF WAY
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k3RANCH IS INTERMITTENT PER i;-
USGS MIDLAND QUADRANGLE 7714 Matthews-Mint HiEI Rd,
. rv~ TOPaGRAPHiC MAP, 1996 ~ - - - ~ i P.O. Box 691173
'1 Charlotte, ~C 28227-9498
_ _ ~ r_ y' Civil Site Design
- . Law Impact Development
i . . Small--Scale Building Design
r - ~ _ ~ ~ - . _ti_
_ ` . Telephone: [phone] ~ _ _ ' Facsimile: 744,248.79$1
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1 ST SEGMENT TIME QF CONC. ~ ~ ~ ~
LENGTH = l 99,0 FT :4 i ~
~ ~ ELEV. CHANGE 17.0 FT _
AVE. SLOPE = 8,590 ~I i~ - Wr• ~
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i Project Number: 17-] 0-033
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~ ~ _ ~ ~ ~ ~ a' ~ ~~d r y i I Oate: 06-16-2010
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EXISTkNG 36" PIPE - ~ - \
INLET INV. ELEV. = 687.36 ~'T ~ T INV. ELEV. - 6$7.35 FT ~ ~ aU LET - -
LENGTH = 5.5a ~ .~_.r.___ ~
- ~ 60" SLaPE = 0,2%
5f~ee~ ~I>r~e:
PRE
DEVEL~QPED '
DRAI111AG~E
BEFaRE Y4U DIG CALL THE NC aNE-CALL CENTER AT 811,
t II~AP
LEGENp STEP
SUBJECT PRQPERTY ECT PRQPERTY BOUNDARY GRAPHIC SCAL) -
- - - ADJACENT PROPERT' CENT PROPERTY LkNE ~hee~ No.
EXISTING GRAgE ~ --~a---n EX4STI~IG FENCE LINE 'ING GRAgE µ 1NG FENCE LINE 6L_ 0 15 30 _ 60 <t ~ -r.
- - - w^- - EXISTING 6U RIGHT NG 60 R GHT OF WAY 17
® SUBBASIN DRAINAGE , _ ~ . _ _ _ _ w. ASIN DRAINAGE AREA LOCATED TOP OF BANK
REFERENCE; ALI_ PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND FIELD LOCATED TOP looses mmmaanoac+a cn a ~nxo ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
It= c°'wwff., ~ W w 1W. mmsm cmma SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A v ABM ea ml4 m v=y qowIm MY SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES, TOPOGRAPHIC INFORMATION ¦
a°mbewm"> offim " REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

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-I A . -'f~ ~ ' 7714 Matthews--Mint Hili R~.
EXfSTING CENTERLINE 01" BRANCH ~ - - , ~ ~.0. Box 691173 ' ~ ~ ' Chariotte, NC 2827-9498
- BRANCH 15 INTERMITTENT PER ;
U5G5 MIDLAND OU DRA GLE _ _ _ _ _ - ~ J\ A N % TOPOGRAPHIC MAP, 1996 ~ - MTv Civil Site Design
J Low Impoot Development
- I.2 MIN. ' ~ - ~ ~ ~ SmaN-Scale Building Design
w r f Tetephane: 704.573.1621
y _ Facsimile: 704.24&.7951
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BSA IN _ , _ ` ~ . ~ - _ z+4kx"`z~.&:. macas_':Ua.~eaa~rs ~au~ casnax msm ce: ~a¢~mc'atnaxmsmce~ca~'n=_e .s~aa;e+ca.ra s^xm a-a.masa amt~r ~ I s
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67g 677 , ' ~f n~n ~•j' < < G~ t ~
~ sEC~ENT 'IME of coNC. ~ ~ ' ~ ~ sso 67g , ~ ~ ~ r ~ t ~
LENGTH ~ 94 FT , ~ ~ ~ 681- 681 C t''~ f ~ ' ~ ,_,1
83~-.....----- a ELEV, CHANGE = 4.4 FT f~-~ ~ o B 2 i ~ ,
AVE. LOPE = 4,3~ ~ ~ ~ - ~ ~ u~-~. 68~ ~ S r
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~ LENGTH = 3$ FT ~ ~ ~ ~ ~
/ ~ . _ ELEv. CHANGE = t.~ ~ \ ~ ~ ~
, ~7 5fl ~ ` ' AVE. SLOPE = 2.9~ \ ~ ~ ~
~ / ,~~~~7.00 ~ 686.63!/. vyv v e v, S ^r,./ ~ c4 -~i ~ v \
685.30 - - - - _ , \ S ~ ,4\~'~ ~ e
` 687.51 / - \ ~ _ , _ ~ 68 - - ° . 687.64 ~ - ) ~ ~8~.~8,, -
e ~ 68 DO , e , ~ 6$4 683 ~ , ~ ~ _ _ _ _ - ~ , , _ ~ 1.. y y -
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\ +yti 1\ ~ -l'J _ ~ i r - .r " ~ ~ 1 ST SEGMENT TIME ~F CQNC. Fro~ect Na~ee~: i7-o-oss
_ i . n r . - ~ - P~5 LENGTH = 1 QO FT ~ n9.Qi-zo~n
- ~ ~ ~ s ~ ! ~,Q 15. „ _ ~ r ',:,,.rte ~--~~-.r ,r '..:'~`^-r-, lr. . .,y ~ r ' . ~ ' Tom---. c, ~ ELEV. CHANGE = 2,9 FT Dater
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Sheet Title;
POST
DEVELGPED
DRAINAGE
MAP
L.EGE~ID L.EGE~ID
SU6JEOT PROPERTY 84UNOARY Sheet No:
~ ~ fl-~ ~ ApJACENT PROPERTY LINE ~ Ct ~ EXISTING FENCE LINE GRAPHIC SCALE
rvir~Tain en' olntlr nr fAIAV ~ r
Ott-UKk TUU UK-7 J I k-.1I . FALL IML NU UNL-LALL LLNILK AI i ll. - Gnia 1 Trvv Ov RIU i Ur VVM 1 30 D 15 30 60 ¦ . ¦rr SUBBASIN DRAINAGE AREA
- - - - - - EXISTING GRADE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND Y r wzan bmfmm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING I T'S THE LAW. STOP - .6$~ e It IM PROPOSED GRADE w- w FIELD LOCATED TOP OF BANK ¦
maww, m 1tl w~1aa at a w rMt o` r0tlfiver mm al m o a SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A oaormrr, erx~nrmNesmcupoemm0 r SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
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MINIM V M I D - EXISTING CENTERLINE OF BRANCH ~ 7714 Matthews-Mint Hili Rtl.
_ BRANCH IS INTERMITTENT PER ' ~ P,O. Box 691173
~ USGS MIdLANO QUADRANGLE ~ ~ ~ Charlotte, NC 2$227-9498'
TOPOGRAPHIC MAP, 1996 % - CiviE Site Design ~ ` 1
Low impact Development
_ ~ - ~r ---a~-~ Small-Scale 8aildir~g Design
Telephone: [phone]
- N _ Facsimile: 704.248.7951
- - ~i
~f ~ - ' ~ r i yN Y - a°~ Seals:
/ i ~ ~ _ ~ _ m. _ _ _
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RIANFALL INTFN5ITY I = 7.03 IN NR , l P.O. Box 691173 ~ Charlotte, NC 28227-949$
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ROOF DRAIN CO~LFCTION PIPE RD- I f- ~ Small-Scale Building Design - , -
EXISTING CENTBRLINE CF BRANCH _ _ _ DRAINAGE AREA, A 0.13 AC / , ~ ~ Telephone: 7©4.573.1621
BRANCH IS INTERMITI"I~NT PFR j , ~ _ ~ ' Facsimile: 7Q4~ 248.7951
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REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND AL MGMmJ4 FA= oommfom=waraxofr1M 70 dt= m ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GREFFIN SURVEYING I T'S THE LAW. STOP W NW.W VWM SERVICES. PROPERTY DIMENSIONS AND COOR10lNATES FOR PROPERTY REFERENCED FROM R s;~o - - - - - EXISTING GRADE ¦ P
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OP ~U~FACE 3AR R,° I ~ GENERAL. NOTES: ' ~ ~ ~ ~ U
OF SUR~AOE AREA t, A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL HE R£OUIR£0 + . IN THE CONCRETE SIDEWALK A7 5' INTERVALS, ONE 1/2"
EC GENERAL NOTE5~ OF mU~PACE AREA 1. DRIVE 5' STEEL POST AT LEAST 1ST AT LEAST I • r,~ E%PANSION JOINT WILL BE REOtRRED AT 45' INTERVALS NOT TO
E 5R 24" INTD SOLID GROUNp, OUND, EXCEED 50' AND MATCH[NG EXPANSION/CONSTRUCTION JOINT IN '.'i. ° + ~ ADJACENT CURB, A SEALED 1/2" EXPANSION JOINT WILL BE
FOS~R P~ER'MANEN7 SEEDING FILL SLOPES STEEEPER THAN 3;1, USE HYgRAULiC SEEDING EQUIPMENT TO APPLY ? ~~r"~E SE DING. SEED AND FERTILIZER, A WOOD MULCH FIBER AT 45 LB 1,fm0 5Q. FT„ AND MULCH TACTIFER, 2. USE STAPLES i' APART PART I i ~ • ~ ',a a REOUIRED WHERE THE SIDEWALK JOINS ANY R6GID STRUflTURE,
EFFECTIVE OCTOBER ~ ZO~J5 THE LIMET FOR / HORIZONTALLY ANO VERTICALLY ' ' FOR GENTLE TO FLAT SLOPES OR TEMPORARY SEEDING, BROADCAST SEED AT THE RECOMMENpfp RATE W11H rd ATTACH THE POROUS )Rr3USCALLY i ~ 2. SIDEl'VALIC AT DRIVEWAY ENTRANCES TO ~ 6" THICK, dt~ FENCE, ! ..,±•d" ,..,.r, ~ I
ESTABLISHING GROUND COVER ON SLOPES HAS CHANGED A CYCLONE SEEDER, DROP TREADER, OR CULTIPACK SEEDER, RAKE SEED INTO THE Shc AND LIGWTLY l BAFFLES TO THE wiRE FENCE, PACK 7p ESTABLISH GOpp CONTACT, X 3. MINIMUM BAFFLE SPACING IS 1O'. I ~ 3, WIDTH OF S€DEWALK CN THOROUGHFARE STREETS SHALL BE A (PACING 1S Tp'. ~ MINIMUM OF 5`, WIDTH OF SIDEWALKS IN THE CENTRAL BUSENE55
TC 1 AYS, ~ USE CfR11FIE6 SEED FOR PERMANENT SEEDWG WHENEVER PD551BLE, CERTIFIED SEEQ tS INSRECTED BY THE , 4. THE FLOOR 4F THE BASN RI E BASN ~I GROOVE ~O~NT JI~ SIDEWALK DISTRICT WILL BE DETERMINED 8Y THE CITY/COUNT'! ENGINEER.
NORTH CAROLINA C'dOP IMPROVEMENT A5SOOIATtON, 17 M£fTS PUBL[SHEp NORTH CAROLINA STANDARDS \ TWE OUTLET TONE AND BERMS AND SHOULD BEAR AN OFFICIAL "OERTIFIED SEED' LABEL. ~I~ X SHOULp ~ SEEDED SMMEDIATELY AND BERMS 4, WIDTH OF SIDEWALKS ON NON-TEEDROUGWFARE STREETS SHALL ' 1 SMMEDIATELY i BE A MINIMUM pP 4', UNLESS OTHERWISE SPECIFTED BY
ESTABUSHTAT10fi SHOULp NOT BE AT7EMPTEq ON SITES THAT ARE UNSUITABLE D11E TO NON-CER11 I A R Y LAY. B IN IMPORTANT F ATtON AFTER TWE BA51N IS LABFUUJNG OF FLED SEEDS LSq EOUIRED B LA ELS CONTA W pRM INAFPADPRtATE SdL TEXTURE {TABLE 6,1tlA). pOC~t DRAINAGE, CONCENTRATED OVERLAND FLOW, OR ON 5EE0 PURITY, GERMINAT1dJ, AND PRESENCE OF WD00 SEEDS, 5EE05 MUST MEET STATE STANDARDS ~ CCNSTRUGTEp, IS I TOWN 5UBpM51flN ORDINANCE.
STEEPNESS OF SLOPE UN71L MEASUF~S HAVE EDEN TAKEN 70 CORRECT THESE PROBLEMS, FOR COfiTENr ANp NOXIOUS WEE65. p0 NRT ACCEPT SEEP CDNrAiNING 'PROHIBITED° NOXIOUS WEED SEED. , 5, REFER TO NCESCPDM SECTION DM SECTION I t/6" F~DIUS 5, SIDEI'VALK TO SE POURED TO END OF RADIUS AT [NTERSECTINO
TO MAINTAIN A GOOD 5TANQ OF VEGETATION, THE SOIL MUST MEET CERTAIN MINIMUM REQU{REMENTS ASR M H A LANTINGS i IA AFTER SE I X6,65 FOR AppITIONAL GROWTH MEDIUM, TWE EYJSTING SOIL Sh10ULD HAVE THESE CRITERIA.; ULO LL P MMEq TELY fpNG I ~RTy SPECIFlAliONS. NAL , STREETS,
- ENOUGW FINE-GRAINED {SILT A!~ CLAY) MATERIAL TO MAINTAIN ApEOUATE MOISTURE AND NUTRI~IT ~ 6FRy X SUPPLY (AVAILABLE WATER CAPACITY AT LEAST O,pS INCHES WATER TO 1,Op WCH SOIL), I j 6, CONCRETE COMPRESSIVE STkENGTH &HALL BE 3600 PSI. IN 78 DAYS, li P Q B Q X ~ ~ ~ ~ F ~ _ . ~ To t/k" ;;7714 Matthews-Mint Hill Raad'
- SUFFICIENT PORE SPACE 70 PERMIT ROOT PENETRATION, ~JL - ~1FFTGENT DEPTH OF SOIL TO pRDv1pE AN ADEQUATE R04T ZONE. TWE OEpTH TO ROCK OR FOR PERMANENT SEEDING FILL SLOES 3;1 OR GREATER: a ' Mint Hill, NC 2$227
IMPERMEAEi.E LAYERS SUCH A5 HARDPANS SHOULq BE 12 INCHES OR MARE, EXCEPT ON SLOPES - IN MID-SUMMER, LATE FALL, OR VANTER, APPLY 1p0 L6/1DOp S0. FT, GRAIN STRAW, C0V17t WITH O - STEEPER THAT 2;t WHERE THE ADDITION OF SdL IS NOT FEASIBLE. NETTWG AND STAPLE TO THE SLOPE, IN SPRING flR EARLY FALL USE 45 LB/1000 SQ. FT, WOOD > ~E7Olf I
A FAVQRABLE pH RANGE FDR PLANT GROWTH, USUALLY 6.0 - B.S, FBER Cy ",w - FREE FROM LARGE ROOTS, ~tANCWES, STONES ,LARGE CLODS OF EARTH, OA TRASH 4F ANY KIND, IN A HYDRi35EEDfR SLURRY. I : 1/Z' EXPANSION JOINT LIV(~ SIt2 DeSlgn E ~ ~ W
CLOGS AND STONES MAY BE LEFT pN SLDPES SLEEPER THAN 3.1 IF THEY ARE HYDROSEEDED. i a ~ Law Impact Development ! D7
r FOR HIGH-MAENTENAN~ VEGETATION AND TEMPORARY SEEDNG: K IF ,h'dY Of TWE ABOV1: CRITERIA ARE NDr MET - I.E. IF EXISTING SOB, IS TOO COARSE, DENS., SHALLOW, _ pppLY 90 LEsJ1000 SQ. FT, (4,OOfl LB/ACRE) GRAIN STRAW ANp TACk MATH 0,1 GAL/SQ, YD. \ X._,,,~- ,.I dt AC~IC 1Ty FOSTER VEGETATION SpEGAL AVIENOMENTS ARE REQUIRED. THE SOIL CpNAiT]ONERS ASPHALT (il GAL/1D00 SQ, FTJ X JOINT Fp.LER , Small-Scale Building Design
pESCRiEED BELOW MAY ~ BENEFICIAL OR, PERFERABLY, TOPSOL MAY BE APPUEQ. FOR GRA55-LINED CHANNELS: 1/2" "4`•'i%'?~"~"{ta PIVOPOSED CURE & GUTTER TRANSVERSE _EXPANSION i Telephone: [phone]
- INSTALL RECOMMENDED EROSION CONTROL MAT IN THE CHANNEL, EXTEND Up THE CHANNEL BANKS ~OENT IN SIDEWALK PRDPpsED 4• pONCRETE SIDEWALK ~ Facsimile: 764.248,7951
RLI. SLOPES {PERMANENT SEEDNG} -FOR FLU. SLOPES 3:7 OR STEEPER; TO THE HIGHEST CALCULATED DEPTH OF FLOW (SEE GRASS-LWED CHANNEL DETAIL), AND SECURE a'-a" ~ S7ADit~ 5' STEEL Po57 1. LEAVE THE EAST 4^B INCHES OF FILL LOOSE AND UNCOMPACTEp, ALLOWING ROOKS, ROOTS, LARGE AND ANCHOR. E DETAILS SHOWING EXPANSIpN JOkNTS
~~'I POROUS MATe'~, W. CLODS ANp 4THER gEBR15 TO REMAIN ON THE St.OPF, °r 2. ROUGHEN SLOPE FACES BY MAKWG GROOVES 2-3 INCHES DEEP, PERPINpICUtAR TO THE SLOPE. CCOM&NED JUTE MESN
3. SPR"cA0 LIME EVENLY OVER SLOPES AT RATES AECOMMETJDED BY SOIL TESTS. NNW~T Luau OR EGUNALENt). s" x s° Tr:FttcH ~ IN CONOR E SIDEWALK j 5eaisr
FTLI. SLOPES {TEMPORARY SEEDNG) -FOR FlLL SLOPES 3;1 OR STEEPER: 1, LEAVE A LOOSE, GENERALLY, A 5TANp OF VEGETA110N CANNOT BE DETERMINED TO BE FULLY ESTABI.I~IED UNTO 541E flADkF1tLAND UNCDMPACTED ~IRFACE. REMOVE LARt+E CLOPS, ROCKS, ANp pEBRlS WHIGi MIGHT COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING, INSPECT SEEDED AREAS FDR FAILURE COMPACT FENCE Ono ilj/
HOLD NETTING ABOVE 1;ME SURFACE, AND MAKE NECESSARY REPAIRS ANp RESEEOIN(5 9WTNIN THE SAME SEASON, IF POSSIBLE. FADAIC OE.WIER M 2. SPREAD LIME AND FERTILIZER EVENLY AT RATES RECOMMENDED BY SOIL TESTS, ~ 3, INCDRPORATE AMENDMENTS BY ROUGHENING OR dtOpNNG SOIL SURFACE ON THE CONTOUR. RESEEDING - IF A STAND HAS kNApEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND II -
QUANiIT1E5 GF LIME AND FERT1LIZER, RE-ESTABLISH THE 57pN0 AFTER SEEDBEp PREPARATION OR ~ , ~ FOR HIGH-MAWTENANCE TURF; OVER5EE0 THE STAND. CON9DER SEEDING TEMPORARY, ANNUAL ~EGES IF THE TIME OF YEAR IS NOT !f
1. REMOVE ROCKS ANp DEBRIS THAT COULD INTERFERE WITH TILLAGE AND THE PRODUCTEdd OF A APPROPRIATE FOR PERMANENT SEEPING, III UhKFORM SEEDBED, 3 SIDEWALK DETAIL ' 10 SCALS: N,T,S. [REF. MCLDS STD. x!10.22] SEAL
2. APPLY LIME ANp FERTILIZER AT RATES RECOMMENDED BY SOIL 1EST5; ~RfAD EVENLY AND IF VEGETATION FAILS Tfl GROW, 501E MUST BE TESTED TO DETERM1Nf IF ACIDITY OR NUTRIENT IMBALANCE INCORPORATE T'O A AEPTH aF 2-4" N1TH A FARM D15K OR CHISEL PLDW, 15 RE~ONSIBLE. 2 BAFFLE DETAIL
3. LOOSEN THE SUBC;aAOE IMMEQIATELY PRIOR TO SPREADING TOPSOI BY dSKING OR SCARIFI1NG 1'0 A pEPTH ~ AT LEAST 2 INCHES. FERTILIZATION - ON THE TYWOAL OISNRBEO SITE, FULL E5rABL1~IM6HT USUALLY REQUIRES ' 1 Q SCALE: N,T,S. jREF: MCLDS STD. ~3p,19~ ti
4, SpAEAO TOPSOIL TO A DEPTH OF 2-4 INCNES AND CULTIPACK, REFERIILIZA310N iN 1HE SECONp GRQWING SEASON, FlNE TURF REQUIRES ANNUAL MAINTENANCE S, DISK OR HARROW AND RAKE TO PRODUCE A UNAFORM AND W1ELL-PULVERIZED SURFACE, FERTILIZATION, USE SOIL TESTS IF POS~BLE OR FOLLOW THE GUIDELINES GIVEtJ FDR THE SPEGFIO SEEDING
6, LOOSEN SURFACE JUST PRIOR TO APPLYING SEER. MIXTURE.
FOR GENTLE OR FLAT SLOPES MkIERE TOPSOd. S NOT USED; ~ 1, fdEMDVE ROCKS AND DEBRIS. SE£ APPROVED TREE . ; ~ ~ { ; ~ ~
2. APPLY llME AND FERTiLIZER AT RATES RECDMMENDED BY SOIL TESTS; SPREAp EVENLY AND PRESERVATION PLAN FOR ~ ~a, INCORPORATE INTO THE TOP 6' WITH DISK, CHISEL PLOW, CR ROTARY 11LLER. REflUIRED RADIUS t I, 200 SF MIN. TOTAL REQUIRED AREA PER TREE. '
4. RAKEKTO LOOSEN SURFACE~JUST PRIOROTD AAPLYEINGNI~FORM SEEDBED. ~ RateRate (16/eve}/eve} OF TREE BARRIER ~ f' i i 2. FOR NEW PWJTfNG ARE45, EtEMOVE ALL PAVEMENT, ~
TaIE Fasces 25p (4-5 ib/1,OQ0 sq. fL} { ~ \4r GRAVEL SUB-fl4SE AMO CONSTRUCTION DEBRIS BEFORE PREPAR€NG SOIL AND PLANTING TREES. BACK OF SCR OF
LIME ANp FERTILIZER NEEDS SHOULD BE DETERMIf~lJ BY 50#L TESTS, 5dL TESTNG IS PERFORMED FREE Nurse Plenty: ~ ~ ~ ~I I ~ ~ , / 1 CHARGE BY THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE (NCDA} SOIL TESTING LABORATORY, 8etwaen May i and A>tg. 15 add 35 1D/acre Garman Millet. , ;;I / ffiEE ROOT BPia; 3. REMOVE COMPACTED SOIL ANp ADD 24' NEW
QIRECTIQNS, SAMPLE CARTONS, AND INFORMRTN7N SHEETS ARE AVAILABLE THROUGdd COUNTY AGRICULTURAL Befpra May 1, pr After Aug, 75. add 40 ID{acre Rye (C•rain). lr" ~ i N~G7ES: EXTENSION OFFICES OR FROM NCpA. ALLOW 1-6 WEEKS FOR SAMPLE TURN-AROUND S4 PLAN WELL IN / ~ 1. REMOVE ALL BARRIERS UPDN COMPLETION 4F PROJECT. TOP5O1LjPLANTINO MIX UNCOMPACT AND AMEND TOP 24' OF EXISTING AIL TO MEET PRCPOSFB NL'~ t'-8' CURB ~ tx11TER
ADVANO£ OF F1NAL GRADING See~na Dates: Bast; Aug. 25 -Oct, , ~ 2. LANDSCAPING PLANS SHALL SWOW THE LOCATIONS OF ALL TRH PROTECTION FENCES, ENCES, l T~PSOILjPLANTING MIX STANDARDS FOR TREES, ARdJNEO~j~ND DIME R~ ,
WHEN AIL TEST ARE NOT AVAILABLE, FOLLOW R,0.TE5 SUGGESTED ON THE INQIVIAUAL SPECIflCATION SHEET Poe~ble: Fah. -Aug. J ~ • FOR 1Hf SEEDING NIX CHOSEN (TABLES 6,11C THROUGW 6,11 V}. APPLICATIINJ RATES lISt1ALLY FALL INTO C J 3. REFER TO CRY OF CHARLOTTE LANDSCAPE CONSTRLiCTION STANDARDS SECTION 0100p Ot000 j
THE FOLLOWING RANGES: Avoid ceding tram Nav, to Jan, If saadk:q must be done at this time, add , .t FOR GENERAL 5pECIFICATION REGARDING TREE PROTECTION, - GROUND AGRICULTURAL LIMESTONE: 40 Ib/sore rye grain, J1~ EXISTING ASPFkI.T P!RIiRPG U7T ~ ISt1NG ASPHRT PARKING lOT
LIGHT-TEXTURED, SANDY SOIL& t TO 1-1/2 TONS/ACRE HEAVY-TEXTURED, CLAYEY SOILS; 2-3 TONS/ACRE ~ ~ ~ 2'-6" GUR9 15 AN OPTION, i t
Apply Lime and fernltzer according to soF fasts, or apply 4,OOD Ib/acre jr ~j ~ f , FERTILIZER: , ~ i GRASSES: B00-1,2D0 LB/ACRE OF 1p-lp-ip (OR 1HE E6N..IIVALENT) ground agriculturgl flmastma sr:d 1,OD0 Ib/gcre 10-1d-10 €ertlifzer, ~ I
GRASS-LEGL~IE MIXTURES; 800-1,200 LB/ACRE OF 5-t0-10 (OR THE ECUIVALENT) ' 1 ' MYICh; ~L • » ~ . ~ ~ " CURB AND GUTTER 1 I
Apply 4,000-5,000 tb/acre groin straw or equiwnld~t cover or another sultoble mu3ching material. ~ OIgB AND GUTTER
~R7~ Maintenance. ~I '2i~ N4lL dfP'fFl TOPSOIL;I df. $TOHE5 ANk DE9RIS. ' G.~ . , . ' ` r pIR NEw TGPSnIL mm~+
lnspact mtd repair mulcfi frequently. Topdrass with 10-10-10 farUllzar i€ Tail Fasaue 200 (4-5 ID/i,p00 sq. ft.} growth is not ftdly adequate, Maw regularly to a height of 2-4 fnchea, PAN VIEW OF RClOT BONE 4 SU85QIL AF 90TTOtd S-4', ~ }
i~Surse Plants: Batwean May 1 and Aug. 15 add 15 Ib/ocro Sud~Ygraes or 10 Ib/acre Germon
MBlst. 6eforo May 1, or APter A,ug, 35, add 40 ib/acre rya (gram}, ~.i i
SeedlnOafas: Beat; Aug, 25 -Oat. °W Q
possible: Fab. -Aug. I
Avoid seedk;g from Nov. to Jan, If saedhg must be done at this Ume, odd FOR PRUNING SEE 40 lb/acre ryo gram and use a channel lining that offers maximum protection. REt'~ICE NdnN cAUwNA EROS+aN AND SEOMQIr axlrRa. FtANUAL NATIONAL ARBl7A6ST z~~ ~o
ASSOCIATION SPECS.
Apply lime and fertEixar aecprcing to snE taste, a oppiy 4,p0O Ih/ppre ground agrlculturpl ilmeatmle mtd 1,000 €b/acre 10-10-10 fertilizer. 1 7 TREE PLANTING ISLAND IN PARKING DETAIL~n if ~ ~ ~u ~ ~ D SCALE: N,T,S. [REF: MCLDS STD, ~40.11~ ~ ,1 ~ '
Operate tillage equipment across the wafarway. ONE FOOT FOR EACH 1 I N I! A INCH OF TRUNK DIAMETER w
SCALE: N.T,S, REF'; NCDENR E&S PLANNING ANp DESIGN MANUAL TREE uMB OR 1 J2 HEIGHT of TREE ~ Usa Pte, erosion control mattttg, or ether alt'actlva channel lining matarlal to ~ O
cover thm bottom of the channels and dlicfiea and staple securely. The Ilnlltg REMOVAL WHICHEVER IS GREATER a. should extend pbp~ the highest palau€ated depth of flaw, On channel lido 6' MINIMUM WIpTH ~
slopes dove this halght, and in ~ainagas not rhqufring temporary Linings, I FOR 2" CAL. TREES 8" BARk MULCH, PLACE BA apply 4,000 Ih/Dare grain straw and onchor straw Dy stapling nett ng over ~ ~ ~ ~I K MULGM, PLACE BARK
the tap, ~ , ~ MULCH A7 AREAS NOT CROSS-SECTION 12" MIN OF NCDOT ~5 Ws5' MIN. ~ ~ Q~~ ~ ~ ~ 'f p BY BARB R, ~ DR X57 WASHED STONE ~ T- ~ 1~ 1 ~ g
€ DEAD TREES AND SCRUB 4R UNDER a PROTECTED BY BARRIER, Mulch and anchoring moteriol must rsot Dr, allowed to wosh down slopes i GROWTH SHALL BE GUT FLUSH WiTH•i wharm they ann slog droinaga davicaa TEMPORARI' SEDRdENT TRAP / ~ 1.5 MIN, ~ „~'j
I ADJACENT GRADE. NQ GRUBBING" DESIGN CRt1ERM ~ ~ ~ ~ I 3EOD CU Fi /ACRE ` -
~ IIJxNC ~ ALLOWED UPIDER DRIP LINE, Inspect and repair mulch frequently, Refart411za In late winter of the fotiawing FRCE year, u~ sail tests or opply 15Q 1b/acre tp-10-10. Mow regularly to a _ I z"x4" STRNDARDS + T "x4" RAILS ~ DRAINAGE ~ ~ ~ ~ O O j AREA < S AC. f _ 5' MAX ' ~
height at 2-4 inches, OR ORANGE SAFETY FENCING REr~NCE NGtTtI L"ARtkJt1A E8a<70N AND $EGNENT 6bNTROL MANUAL I MAY BE USED. r1 _ _ (ACRES) _ _
I I -1 I E~ III-I I I H MIN. - _
FOR_SLOPE5,3;S bR STEEPER ^I I I Ill I I I 1 LENGTH 2;T ~ ~ TO WIDTH ~ - ' RATIO ~ ~ ~ rt
NOTE Seedine MiYkum Ra1r. (Illf,q) ~ iNJEC3ICN MOtRD FITTINGS ARE
Tali Fescue 2oQ 4-5 1D a DpD s , ft. AVAILABLE w wrES, DErzs, DENt39 ~+D 5aricao L edeza 30 (D.7-0.8 Ib/7,000 sq} ft,) ~P ( • wT MJECtiON MOLDEa s1Tnr~s AND wr PIPE TAN ~ I! '`.J ~ MIN, P ~ . ~ ~ILTER
Kobe Les ade2a 10 0.2-D.3 Eb/1,D00 a . ft. SUBS'fITU1ID FOR WATER SIOWT APPLK'A160N5 I P ( q ) Y VOLUME pESTURBED) ` FABRIC RBOtliREp 435 PLAN VIE
Saeding otes: 1, 1n Eastern Piedmont add 251D/acre Per;sxola Bohiagrass tp 10 Ib/acre common ,
Bermudageass. Usa common Bhrrnudagrass only whero 1t la unlikWy to become a pest. OMAN TREE PROTECTION DETAIL 2, Attar Aug. 15 use unscoritied sercip seed, GRUIE ~ Lei ~ i S SuRFaCE ~ R' Fps TIESIGN SETTLER Tq
3. Whore o neat appaaronae is chaired, omit asrcia and substitute 4p ID/acre Bahiagraae flN4511E0 c i 1O SCALE: N.T.S. [REF: MCLDS 5Tp, ~40.02~ ar 75 Ib/acre hulled Bermudagrpse, ~ I REflu1REn p'G) OVERFILL 6" FDR I 2t" MIN. SETTLEMENT
4. To extend spring saeding dates Into Juna, add t5 ID/acre hulled 6mrmudagrass. However, it is perieroble to sand temporary cover and seed Fescue In September. f
OCINNSPOUf Ap I Nurse Plants: ~ I 1 NOTE: ~ L=so' MIN. r~~'ti~~,'?~.{ ~ENERGENDY
Batwean MayMay t and Aug, 75 odd 15 Ib/acre Sudangra~ or 10 Ib/aara German 57 Millet. Bafare May 1, or After Aug. 15. add 40 ib/Dorm rye (groin). 'INJECT Si qg~ Y~ 45 BEND ~ ~ ~ <<'` j`r BY-PASS 6'
INJECTION MOUSED ~ s INSERT N,IECIION ~ PLE45E REFER TO ~ ` ~ HELGW ~ SETTLED TCP i ' NCESCPpM SECTION f s.80 ~ `7 U,
Best: Fall {Aug. 25 -Sap. 15), Late Winter (Feb, 15 -Mar, 21) ~ REDUC gNJEGTgN I ~ FDR ADDTf10NAL DE516N 2' TC 3 5' 1 ` ~C ~ t1F DAF1 SPECIF1CA71ONS REGARDENG ~ ~ ~
Possible: Fall (Aug, 20 - Oet. 25), Lags Wnter (Feb. t -Apr. 15) SNAP CONNEfiaaN MOLGED I 96' BEHO I fail Is bast for TaII Fescue and late winter far laspadexas, Overseeding of Kohn Le~,sdeza TEMPORARY SEDIMENT ~ NATI3RAI_ GRDUNb
over fa11-seeded rail Feseum ~ very affective. Usa unhulled Bermudagross seed In fal€, ' ~ FTLTER FABRIC X~T MIN. ~ Protect plumber; 17-f0-033 i I
Sal Amendments: ©ate: 06-1 E-2010
Apply Ikea and fertglxer axording to say tests, or apply 4,tlD0 ID/acre grourM a~iculturol limestone and 1,p00 Ib/acre 70-10-€O fartillzer.
NJECDON MOLDED aT ADS N-i2 5C ppE (TYT$ NG DATA BLOCK I DRAINAGE DISTURBED RAP VO TRA RFA CLEANOUT H L T W X OrawN 6y; JLM
Apply 4,p00-S,OpO Ib/aara grain straw or equlvoEant saver or another eurtable mulching ~ ~ j moferlol. Anchor mulch b todcln with as halt roNn ar nettlrs , Nettle Is the re- REDUCED PRES. PRICIPLE ASSEMBLY Y 9 p g. 9 9 p i u " farrad anchoring method on s}cap slopes, ~ 1/4 TURN FULL PORT 1/4 TURN FULL PDRT TRAP ND. R S ACRES) (CPS} (CUB(CRFT,) CUBOVID gip) Imo) {SOvIDE~ DEPHHa(FT.} (FEEL) (FEET) (FEET) (FEET) (FEET) 'i
BRONZE BALL SHUT OFF VALVE #1 CHECK VALVE #1 BRONZE BALL SHUT OFF I ST-1 1.28 2,2i S.4B k,6O8 7,531 2,976 3,749 1,5D 3.DD 6.00 2.00 5.D0 7,00 Checked $y. NRP
Inape~repair mulch frequently. Refestllixe in the second year unless (SEE NOTE 2) VALVE ~2 't; growth fa fully adequate Mow regularly to a height of 2-4 Inches in i CHECK VALVE ~2 ~E NOTE 2
neaaESary areas. Other areas may be mowed onto a twice a yaor, 5 ROOF DRAIN DETAIL I but Is not necessary, ~ TEMPORARY SEDIMENT TRAP Revlslons: '
R6'LTeDICE; NCR1H CARal1NA ERQSId1 ANp SBkYFNT COII1Ral MAXaAL 1 ~ Q SCALE: N,T.S. REF: MCLDS STD. 30.01 :,a-s~-zo;o DrlalnalSubTnlttal
v I SEE NOTE 4 k SEE NOTE 4
k ~ i ~ FLOW I TEST I I -
j DOCK ~1 DRAT i STEEL ENCASEhfENT PIPE i
POR i
I 12° MIN,
j 30" MAX ILL SLOPE i j
i i GROUND
'1II.I~ ~jI-i;. SUPPORT AND PAO TO BE SPIDER SUPPORT AND SPACER AVAILABLE FROM SPIDER MANIlFACTi1RING, INC INSTALL 5hee~ TI$I~:
. MI COMPACTED BERM DESIGNED BY OWNER SEE NOTE 4 A5 REQUIRED PER UNION COUNTY INSPECTOR ANO PER
~ LT FENCE SEE NOTE 4 M>~NUFACTURERS SPECIFICATIONS,
NISyf G SEE NOTE 2) PIPE MATERIAL AS SPECIFIED NATO GROUN D BY UNION COUNTY PIPE MATERIAL AS SPECIFIED l CONTRACTOR RESPONSIBLE FOR
STANDARD SPECIFICATIONS BY UNION COUNTY STANDARD SPECIFICATIONS 1 ~ CARRIER PIPE INSPECTING MATERIALS ANp WELDS ~ I~"~
I, AND TO 5 FT. PAST THIS BEND „1 TO INSURE ALL SPIDERS WILL FUNCTION PROPERLY.
f I'
C' kq NOTES: WIDTH ANp ~C 1. REDUCED PRESSURE PRINCIPLE ASSEMPLIES (RP) MUST CONFORM TO UN10N COUNTY DET~IL~~
DEPTH TO BE 6ESiGNED FUND SPECIFiCATIflNS AS APPL6CABLE. NOTE: BY ENGINEER (1' MINI) A I A51N 81 , I.D. WALL 0.188 N 5 V I~ ~ ~T
2. THIS RP INCLUDES SHUT OF VALVES ~1 ANO #2 AS PART OF THE ASSEMBLY, NO t. DR"GR SHOULQ HAVE LDNGITIIDINAJ. SLOPE OF iX. SUBSTITUTIONS SHALL BE PERMITTED UNLESS AUTHORIZED BY UNION COUNTY PUBLJC WORKS. I 8„ 12' 0,1 ggrr C I 1 fi" 0.250"'
2. SILT FEN( MAY BE REQUIRI:O BEHINp BERM
I! 3. IF OUTDOOR INSTALLAT10N HAS A PROTECTIVE COVERING, IT SHALL BE A5 SPECIFIED BY I!'~ UNION COUNTY PUBLIC WORKS FOR INSTALLATION OF BACICFLOW PREVENTION ASSEMBLIES. 1 ° 16° 0.250 1 „ 20" 0.281"
4. FITiINGS SHALL BE A5 SPECIFIED BY UNION COUNTY PUBLIC WORKS. NOTES; i 1 24" 0.344°
4 TEMPORRRY SELT DITCH DETAIL 5. TEST COCK #1 SHALL BE UPSTREAM OF SHUT OFF VALVE ~1 AND IS PART OF THE 4" 30" 0.40 Sheet No: 1. NO PIPE SHALL BE SUPPORTED BY BELL. 42" 0,500"
1 p SCALE: N.T.S. REF: MCLDS STD. #30.05 i APPROVED ASSEMBLY. I 2. END SECTIONS LESS THAN 4' MAY BE UNSUPPORTED. 4$' 0.500"
3. WAI I THIf KhIFCC hC orn rnm r lien crr nrucn,.n~r rie~,.u, r„
~ ran nuu ~IV~[a~ VIf1CIi WldC ]f€UW'i VEV I'LHIV, xm 4, MASONRY SEAL AT ENDS 2" x 4" WEEP HOLE AT LOW END
S. ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING SORES.
9 1.5" BACKEL.OW PREVEATER DETAIL. 00, 90 PIPE ENCASEMENT DETAIL 11
10 SCALE: N.T,s. 1 t 10 SCALE: N.T.S. [REF: UNION COUNTY STANDARD DETAIL #14

AM ~~1J5
- NATURAL GRADE
',I, a x SLOPE , .:..~5•. a _
-M•.~ `;;;,,s; RIP RAP ~ -
2 II~BII~I'I€Ml~tl i BALK Ie' sm.f
P ,rrzun,RA3P I ~ ~ e.B, eu,, i I B.oe ) o.w Ewx,1) a^ i 1' MIN. ~fll r ~ T (TIiICKNESS)
,I, ~ s~ia. a~'•e'tlee o, OB 0.02 it~,f i t ~ ~ arr,er OMOa a, pa I~fa.1 ~I~ 1' MIN. _ ~ € _ I
1'-6". I tart w2. Ra,s I 1'-6" FILTER FABRIC LAP
x ~ (IF N££DED) NOTE: LAYER OF FILTER FABRIC
S S!*GTIQN E3-Ej c ELEVATION MINIMUM H=2/3 PIPE DIAMETER F I ~ ~ ~ F ~ ~I ~ I
a,~~ ,2 R x~ B~ux r. • ~6 SECTION B-B I ~ i v
rcRh~vrrmx u+ab ~ 't~BmoR ~ ' ~ I„ 8RlEWALK SIDEWALK ~ 5151 Poplar Tent Road
L. b SEE NOTE 12 i NartES: Suite 130 NOTES: w1 Gorlcard, NC 28027
" ~ e• ~ SEE NOTE 4 Jr 4~-D" (TYP) I Id1 SECTION A-A " ~ i ~o x 1. CLASS DR h
!I sTDP LINE ~ ~ TO BE OESN 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION CIViI SItB Q851gn TO BE DESIGNED 8Y THE ENGINEER.
TSORETE(IG VIEW sTb SIOEINAE. is a~,c I save SIDEYW.K STDEWALK 2. REFER TO T Low Impact pevelopment 2. REFER TO THE CHARLOTTE MECKLBNBURG STORM WATER DESIGN MANUAL FOR
NDTe 12 , i I 'm R01E: h wrrtxm aF 0P' OR BOfe RhRPO z 4'-D" ITYP RIPRAP APR 1157 F1f1EAB OB1BB70 mE Ranlw, SEE ~ I P LIN NDTE S ~ SEE NOTE k RIPRAP SHO RIPRAP APRON DESIGN STANDARDS, i I Snlalf-SCOIC BLlllding pBSi{~n I I
f octEOrhBLE +u>guaB BoRBe swtt covE>t z•B' LElRiDk hl0 FULL ROBBI aR nff 3T0 E ~ c+ i 3. RIPRAp SHOULD EXTEND UP 84TH SIDES OF TH£ APRON AND AROUND THE END Teie hone: 704,573.1821
Ruw REAOa ae 81~ 0B 7Ra OEihi!$. 2, OBTASR 701 CmfIR44f tl281BTLIn mx uuIOFRSNt 84WF1CE, erl,~a ueRr.an•~c, E~wxs, rxr OF THE PIPI as nusc•ax•uaBr wwcnce ccurntBa ~ arrsne aua.~8~u+1 2:1 AND A DF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF I I P 2:1 AND A HEIGHT NOr LESS THAN TNO THIRDS THE PIPE DIAMETER OR i ~ Facsimile: 704.248.7951
sE RB,a , SIDEiDILK - i CULVERT HE Ruarwoni AIEF B hRI+aIE / CULVERT HEIGHT. ~ ~ ~ I
II',-may, '1°~~T~7 I 4. THERE 6HAL ? h x.hw" x s ~ ~ I D SURFACE OF 4. THERE 6HALL BE NO OVERFLOW FROM TH£ END OF THE APRON r0 THE r~ 58x15: SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR R€PRAPPED
I 00 0 0 ~ 0 0, a' sa' M Br~sLU,c rIBNS SHALL ESE U B' 9. s.e' ,a» PEDeSTRiAH CROSSRALKB AHD STOP LIHE,~,~DR „TFE„I, SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL B£ AT THE ~ iy 1 Ill!!,'
I °`g'"i067Pi r n.e' 7.e' 7.s' .e'« i SAME GRADE D 0 6 D D D / Ij 0 0 0 0 0 a' aB' e.B' 7,a' e, R'» DETAIL sNaWIryD_r~cAL LocaTI~~,cru~R ~ APRON SHAT SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE ~ ~ ,~11 ~ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM £Np. r y
I s" 2,0' 7.e' 7.s' B.a' 71gE RoRr,m tr RAP / RAMPS: PEDESTRIAN CR09SWALKS AMD 9TOP LINES ~ (o Qo [?o ~ T~ csY ~'~s+w s aa' a.a' e.r a.r BBHSns 5. THE WIDTH i e.a' a.h' e' a.o' 9.B' 1 1 vim` . ' S S ~ 5. THE WIDTH OF THE END OF TWE APRON SHALL BE EQUAL TO THE BOTCOM ~ ~ ~ '
, BEE NBIE 9 } f ~ ~ © ~ ~ ~ B' s,R' s.a' e,A' a.r r a.e o. ' e. ~ a.a• a. WIDTH DF TI WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 = ~0 ~ ~
s' a,e' {e.a' R.T e.a' s e.R' o.a° e,n' a.t' 8. ALL SUE3GRA 8. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GREATER. z 8 2 © M ~2 8 _ ; ~ SP.AL r', ^
sEB , e « x. 7. I+ue"p ~ ~ 032006 ; 7.
B . DSBfUA;E tABR !110X7 COaE p° 8lBWULI{ plpy By~p~ ~ Y .~a~p~~L, ~ ro erac av ,a:, (0.3St1 WatB, PROPDSED XFiEELCWAIR RaMP ALLOWA&.E L9CATIONS IriC'~rr.1~.I~ 't ~:~;r"..::', r : • ~ :..:,'r ~ eux a~ s Bwr Rwu~a gat u.~ GCF GR 'It~~l= ~T~'N~~SE OR COMPACTED IN THE RECEVING ~ ~ ~ 1 ~,C,~, .,~fPv~ .
r.... o : °7,v,: ~c ~ d': aEBL~QJC BWp2S. PLQd'1 VIEW aau ssrr ~ FaR rRaroem PROPO~A OR FUTURE SIDEWALK 1. AAIW^AApii.........,,aNY » aKBC By smawx mmr Rsamkn FoR 8, NO BENDS I 8, WIOIIBBEDPERMIITED,~S IN TWE HORIZONTAL. ALIGNMENT OF TH£ APRON //~I~~jAS .R, ~¢~ty~~
DETECTABLE WAANIN6 UOAtES Btoe2vx sL~es o,a. D~ aume weR~ w~ulR wxP i WILL BE PEI RIPY RO?EI pa" sarrl. E,aBR slotxf ~~111!;°s41
9, FILTER FABF 9, FILTER FABRIC SMALL BE ENSTA,LLED ON COMPACTED SUBGRADE PRIOR TO W2 ~ V P- E U
PLACEMENT NOTES; PLACEMENT OF RIP RAP. I^ END OF APRON
x ~ 1. CONSTRUCT THE WALKENG SURFACE WITH SLIP I~SISTAN'TANGE AND A iC4s CONTRASTENO COLOR TO THE SIDEWALK. 10. ANY D15TUR1 10. ANY DISTURBED AREA FROM END OF APRON TO REC~VING CHANNEL PLAN
t ~ T - r - - - - - - - -1 2. CROSSWALK WIO'FHS AND CONFIGURATION VARY 8U'T YUSt COAFORM TO TRAFFIC OESIBN 3TANpARpS. _ _ I MUST BE 5TABILIZ£b.
~ ~ ~ - S. NORTH OIUiOLINA GENERAL SI'RTUTE 198-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECON8TRUCTED FOR MAINTEWAHCE USE USDA NOM ~ ~ ~ ° ~ ~ ~ • n PROCEpURE3 TRAFFIC OPERATIONS REPAIRS CORAEGTION OF UTELTIES OR ALTERED FOR ANV REASON AFTER SEPTEIS~R 1, 1978 SHALL CHARLOTTE MEC USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR ~ 1~PFwa sRAll ~ d-4~ 8 r~ ENC€NEER AP~IOV>:o.
~ EGTI B-E4 ~ IOED~ANOLAT OTf~R POSIFOR n EPEtl~ ~Y DISABLED AT ALL INTERSECTIONS WHERE BOTH d1AB AND BUTTER Ate SIDEWALKS ARE ~ ``a , . ` NTS F IAN FLOW. CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. APRON D(FT} La(FT) WI(Fr) W2(FF) T(FT) D50(IN) DMAX(IN)
,K. + I( 1 p'•` 4 `was, iN AOOETEON, SECTION 228 AF THE 1979 FEDERAL AID HIG}WYAY SAFETY ACT REODIRES PROVISION OF CURS RAMPS ON ANY CURB CONSTRUCTEON RA-1 1,00 8.0 3,00 9.00 9,0 4.0 6.0
i tl ~ AFTER JULY 1,1978 WiETHER A SIDEWALK IS PROPOSET3 INITIALLY OR IS PLANNER FDR A FUTURE PATE. ~ Y ?r~q~~``` '`e , 1 1 ~ _ THE ANERECANS WI'CH DISABILITIES ACT AAA OF 1~0 TO INDIVIDUALS IMITH DISABI ITIE3. AEHENSIVE CIVIL REOHT$ RA-2 1,25 6.0 3,75 9.25 11.25 5.0 7,5
~ r$ rT~a aa`. + i~ _ ; - - - - - - T - - -i - - - - - - - - PROTECTIONS SIMILIAR TO THOSE PROVmEB TD PERSONS SASIB OF RACE SEX, NATIONAL ORIGIN RELIGION UN~R THE CIVIL ' - - _ ` ~o , ,Y ~ ; _ _ _ _ _ - _ _ _ _ _ _ _ _ .!~'j^~ RIGHTS ACT OF 1984, THESE CURB AWIPS NAVE BEEN tlE8I8HEtl TO COMPLY WIT~I THE CURRENT ADP. STANtlAADB. RA-3 1,00 8.0 3,00 9,00 11.25 5.0 7.5
_ P s` \ IawBRn BaRS 4. PROVIDE WHEELCHAIR RAMPS AT OGATION9 AS SHOWN ON THE PLANS AS O CTEO N 5 r RA-4 3.00 9.0 9,00 12.x0 15,75 7.0 10,5 f r~
L OR IRE BY THE ENBI EER. LOCATE NHEELCHAIR RARP 'I l; _ ~x' P AS #IRECTW BY THE ENGINEER WHERE EXESTINS LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC, AFFECT PLACEMENF. WHERE ~ 2 RiPRAP APRON DETAIL RA-5 1,oa a.D 3,00 9.D0 11.2s s.o z5 ~
5EGTIQN A-A TWO RAl[PS ARE INSTALLEp PLACE HOT LESS THAN 2 FEET OF FU}.L HETGHT CURB BETWEEN THE DAMPS. PLACE OVAL RNWS I'' _ AS NEAR PERPENDICULAR TD THE TRAVEL LANE BEING CROSSED AS POSSIBLE. 1 11 SCALE: N.T.S. RA-s 1.0o aD 3,DD 9.GD 11.zs 5.0 7.5
zSaNETRIC vIEW - 5. FAY FOA ALL VARIABLE tlEPTH CONCRETE USED FOR CtRiSTAIN:TION OF WHEELCHAIR RAMPS AS GONORETE WHEELCHAIR RAMPS. (S0. MOS.) i u i i * D =maximum diameter of pipe j
i i~ i i e. PAY FOR ALL DEPI~SSEtl CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO pEPRE88ED CURB. (LN. FT.j i u * d5O (sec fig S.Ofi a&h `NC SEOIMEryT AND EROSION CONTROL MANUAL" •.--I
'~i I i i~ ~ 7. SUCH PRICES AND PAYMENTS IS COMSIOEREtl FER.L COh~ENSATION FOR ALL MATERIALS, LABOR, ERUIPMENT, TOOLS AND It~IOENTALS t. oETECr~ wwruRe Bond avER a'•s L2xam um Tn^^"--~-~- i I I NECESSARY TO SATISFACTORILY C~PLETE THE WORK. nR.c 4zBrx oo th2 Ra>tP r:.aR he Nae+ w rr~ pEruLB. I 1 i 1 , I ~ i dmax = 1.5 x d50, T = i.5 X dmvx. ~ ~ k
I' a. 083hD1 ]mY COHRIABT 41affiLIn 112TR A0.tDiRitb BtlRfhLg, 1 r~n2v Lmo'•u+•osRr, BR auBC•a-parr I li t i , * , t 8. OO NOT EXOEED 0.08 (12.1) ELOPE ON THE WHEELCHAIR RALRs IH RELATIONSHIP TO THE SAAOE #F THE STREET. EPIEAINO TIE F7RI8E W8, I 31 1 I 1 . 1 + ~,f~
J' 11 I I ~ t '1 ' 8. CONSTRUCT WfiEELCNAIR AAMP$ 4p° (9'•4"j OA f,~EATER FOR DUAL RAMPS. 1, 1 u i i 1 +
IIAR h~llRgaBA2 i i, 1 e t ~ rA 1D. USE CLASS "8" CONCRETE WITH A SIDEWALK FINISH IN ORDER 7p 08TAIN A ROUGH NON-8KI0 TYPE SURFACE. i 1 [l 4 1 ~ + 1 + ~
~ 1 ` + ' ~ 11. PLACE A EIIPAHSION JOIWT WHERE THE CO~AETE WHEELCHAIR AAUP JOINS THE CURB AHp AS SNWAi ON STD. pWO, 848.01. ~i~; ~D ~ ~o ® ~D ~o t Ir ' + "11 QQ`~
~ ` 12. PLACE THE INSIDE PEIN:STRIAN GROSSfdgLK LIT~9 N# CLOSER IH THE INTERSECTION BY BISECTING THE INTERSECTION RADII, D a o a o a w` WITH ALLOYµHCE OF A 4' CLEAR ZONE IN THE VEHIdILAR TRAVEI,WAY WHEN ONE RAMP IS INSTALLEp, (SEE NOTE 17) 00000 ~ PLAN VIEW ~ ~ Q Q
mw ,o ra arat + ` 13. COORDINATE THE CURB CUT AND THE PmESTRIAN CAOSSWALIt LINES 80 THE FLOOR OF THE WHEELCHAIR AAHP WILL FALL WITTLTN 0 0 0 ~ ~"~~s ` ` THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL. RAMPS WITH FLARED IDE 24 F F L HEIGHT R8 FAL WI N SKIMMER SEDIMENT i3A51N ~ ~ ,N^ V~ DESIGN CRITERIA ~ ~ ,~J J f~~
a, 0 a 0 0 Q u,una # + >1, \ ` _ ~ ~ ~ r , . ~ _ _ _ - - THE CROSSWALK MARKINGS ON EACH 8I#E OF TILE FLARES. 6 8 SO 0 UL CU LS THI ~ ~ ''i ~a eEB rare t ~
0 O ~ O - - - I ~ i4. CONSTRUCT THE PEDESTRIAN CA039WA1.K A MINIIAJM OF 8 FEET, A DROSSWALK WIDTH OF 10 FEET OR 6REATEA ES OESIAA9LE. , ~ . nus var¢ow ~ xww I - . ,t DRAINAGE E ~ IL's„~ I•~•. ~ 'J " 1 < 10 AC. MBANKMENT 1i ~ W..-I r'}
15. 3E STOP LINES H Y PEA ENOICU - - U ORYALL P LAR TO THE LANE LINES, WHERE IT IS IMPORFAHT TO INDICATE TWE POINT BEHIND WHICW - I tseE rro7E is VEHICLES ARE AEE$}Ei~O TD STOP IN CDHP IANCE WITH A RAFFIC S D SI U APP _ } ` RBIe,` SKEW MAY REOAERE TEiT: PLACEKENT OF THELSTO~P LINE TD BE PARALLEL TO'THEOINTER~SECTEIRi ADA1714'AGAYI. REOUIREMENT AN NUSUAL RpACA u.-,I \J I
- a - i6. TERMINATE PARKI}HI A MINIMUM pF 20 FEET BACK OF PEDESTRIAN CROSSWALK. I
'''''~""a~^'°''r''~~° p;. 17. PIKE ALL PAVEMENT MApKINBS IN ACCOApANCE WITW THE LATEST EOITI061 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD MIN. INFLOW I ~ ~ ~ j LENGTH TO 2c1 STRUCTURE
PLAN VIEW PLAN VIE1N PUBLISHED 8Y '€HE FEDERAL HEBHWAY ADNINISTRATEON ANO THE NORTH OAROLIHA SUPPLEIENT TO THE MUTCp~ ( ) BlmaYl RwR Buu. RNR'B I A~~,,,ELTABLE i~ARNING OQNES RAx, as' Aunt NI7 tabSR WIDTH RAT10 1O' ~ ~ ~ MIN. ~ ; "1
(e0" R311, FLOOR QBIH} (a0" YIN, FLgpR NtBnD ! ~d I NOTES: ~J ~ 1f~
"r I MAX. ~ ~ J LEN~rH rD s.t Q a
i 1 WHEELCHAIR RAMP DETAIL WIDTH RA710 1. REFER TD ~ NccscPDM ~ KIMMER ~
11 SCALE; N.T,S. REF: NCDOT 5T0. ~8~-8.05] SECTION X6.64 ~ MIN. 180p RVERAGE_ AREA* DEVICE RING FOR ADDITIONAL
I VOLUME {CU. Ff. WIDTH LENGTH DESIGN REQUIRED PER AC. ERGENCY SPECIFICATIONS
DISTURBED} * A~,q OF BASIN WATER 5PI11WAY RI=CARDING
i'~ ACCESSIBLE PARKING REQUIREMENTS AccE551BLE RQUrE ARM AssEMBLY E SURFACE Ar TOP OF SKIMMER SEDIMENT LL I PRIMARY SPILLWAY BA51NS. " J
SIGNAGE ~ ~ ~ Q QC (SEE NOTE 3) 325 V SURFACE (50, FT, 2. REFER TO STD, II n l
~ MINIMUM NUMBER MINIMUM NUMBER DF TOTAL PARKING SPACES AREA PER CF5 019 FOR lam, REQUIRED QiD~ CROSS'-SECTfON VIEW 8AFFLES AND INSTALLATION. I
PROVIDED OF ACCESSI6LE SPACES AGCES5IBLE SPACES REQUIRED "G" ENCLOSURE SPACES REQUIRED TO BE VAN AGGESSIBLE SEE STD. NO 1' FREEBOARD W=5' MIN.
5D.09 FOR I 6" MAX. DEPTH OF FLOW OyER BANKMENT
1 TO 25 1 1 DETAILS c INFLOW EMERGENCY SPILLWAY STRUCTURE ~ BAFFLES MIN. 1' T-1.5' MIN.
26 TO 5D 2 1 ATER ENTRY UNIT f PERSPECT[VE VIEW I Z=5' MAX.
II 51 TO 75 3 1 I
7 4 1 ~ PVC VENT CHEDULE 4G ' 6 TO 100 8' 8' S~ 8 EL60W PIP PVC PEPE D£WATERING
20N N=2 MIN. MERGENCY
~ VAN PVC END CA I 101 TO 150 5 1 CCESSIBL FILTER FABRIC SPILLWAY
PACE WATER SURFACE I 1St TO 200 6 1 S f i SEDIMENT NOT TO SCALE r1-SEEP COLLAR Project Number: 17-10-033
20t TO 30D 7 t ONE OUT OF EVERY EIGHT (8)AGCESSIBLE SPACES, BU7 C END CAP [ STORAGE zoNE
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCE551BLE. € [ DATA BLOG4C
301 TO 404 8 1 SCHEpULE 40 € C PIPE PARKING SPACE PAVEMENT MARKINGS Pvc PIPE 1 z° Holy IN SKIMMER DRAINAGE DISTURBED BASIN VOLUME -BASIN SURFACE AREA CLEAN0ITT H 2 L T W SKIMMER 5K3MMER SKIMMER DaEe: D 09.0 I -2010 TRAP AREA AREA Q+a REQUIRED PROVIDED REQUIRED PROVIDED DEPTH (FT.) (FEE/j (FEET) (FEEL'} (FEET} (FEET} PIPE ORIFICE ORIFICE
4Dt TO 500 9 2 ~ I II, PVC TEE UNDER~DE I ACRES ACRES CUBIC FT, CUBIC Ff, SQ Ff. SO FT. H 2 DIAMETER DIAMETER RADIUS 5Sr-t 1.58 2.04 6,6fi 5,688 49,801 2,$97 23,503 1.5 3.0 5,0 12.D 2.0 8,D 2.0" 1.8' 0.9' Drawn By. JLI~
PVC TEE RIF3CE PiATE SSi-2 2.44 0.36 6,43 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6.0" 5.2" 2.6"
1 T 2% OF TOTAL 1 IN EMERY 8 50 O 1000 ACCESSIBLE SPACES FLDCIBLE [ Checked 6y: NRP
HasE !
'li', 20 PLUS 1 FOR 1 IN EVERY 8 RESERVEq - ' i t001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES I 4 SKIMMER SEDIMENT TRAP DETAIL Izevlslon5:
VAN R7~8e PA~~ MLfTCD PARKING ~ ~ ACCESSIBLE t2"x6" 11 Ref: MCLDS StaTttlard ~30.02A os~lsfzolo Orl Inat 5ubmlttal
SECTION 4.1.2 (5) OF THE AMERICANS WITH pI5AB(LCCIES ACT (RDA). R7--1 MUTCD I~~I 12"x 18" oorouzolo Per NCDDNR
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES pISAESLED R7n 9D" END VIEW FRQNT VIEW RESERVEq 12 x18
PARKING PASJGER € NOTES: MUTCD SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL.., MARCH 2000. €
1. ALL 12"X18" ACCESSIBLE SIGNS (R7-8A & R7-1) SHALL BE MOUNTED AT LE,YST 7 FEE!• LOA~NG ~ R7--$a [
I, FROM GRADE TO EDGE OF SIGN FACE (MTUCD}. MOUNTING HEIGHT CAN ~ REDUCED TO 5 FEET " " I ao; IF PLACED IN AN AREA HEiWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NDT 12 x18 ONLY 0
EXPECTED TO USE. I E ! I 5 SKIMMER DETA L #5 WASHED STONE ~
, R SD 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD U.S, DEPARTMENT OF MAKIMUM " 6" MIN. THICK x 3' HIGH (MIN) CLASS I RIP RAP
~ T oRT suP LEM NT. t2 x9 11 Ref; MOLDS Standard 30.028 I TRANSPORTATION PND NORTH CAROLINA DEPARTMENT OF RANSP AT10N P E: REQUIRED ACCESSIBLE PENALTY ~ E ~ RESERVED PARKING SIGN $ 250 €
I 3. 1F ACCESSIBLE ROUTE 15 A RAISED SIDEWALK AREA, THEN RAMPS ARE REQUIRED AT LOADING [ I~ ZONE ARR. i ~ ~ / ~ ' Sheet TItIe:
1
MAXIMUM SEE STANDARD NO. 50.14G FOR ~5 WASHED Si'ONE PENALTY R7„-8D SUPPLEMETAL SIGN DETAIL OLA55 I RIP RAP
260 t 2x9" 2' ~ CLEANOUT ELEVATION (SEE NOTE 3} 6" PIPE
MIN FINISH GRADE ~ SATE LADE _
3 ACCESSIBLE PARKING STANDARD SCALE: N.T.S. REF: MCLdS STQ. ~'S0.10A I~ I~ \ D ET~I L~
1 ~ SEE STANDARD N0, 50.10E & 50.100 FOR ; .:.z~.
SUPPLEMENFAL SIGN DETAIL
~~GW z ` ~ SHEET 2 _ ~
PIPE
- ~ ~
SECTIQN
Sheet No: F~
GENERAL NOTES:
1. GRAVE. AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PIPE PERSPECTIVE VIEW VOLUME = 1800 X DRAINAGE AREA
INVERTS THAT DRAIN 10 ACRES OR LESS. TO TOP OF BERM ELEVATION 1¦M
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED. 6 GRAVEL AND RIPRAP FILTER BERM BASIN DETAIL C 11
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM HEIGHT. 11 Ref: MOLDS Standard #30.12

~1 1 1VI
3~
f REINFORCING G '
~ ~ ~ ~ "C" BAR "BAR q , DIR. E
~ N0, 1.GT, NO. LGT, . ! ' 'a.
4 ~a;a.e~ reps snap t 5" 2'-0" 4 t'-11" li9h;~; a5~ i 18" 4 2'-3" 4 2>-2"
I " " 24 4 2'-8 4 2'-S° 4'
~,.d
I 36° " ~ 4 3-9 4 3-8
42" 4 4'-3" 4 4'-2° a Yetlicai spadnE u
dependerN on a;ayr. gradient 4$" 4 ~'-9" ~ 4'-$"
54" 4 5'-3" 4 5'-2" ~ f I ~ Iw~Fr ~1 ~ V
httlall mmltle inoshallsrr F ~ n 4 4 , u 66 6'-3" 6 -2 9 ~ PQ BC}X 691173
bench (j~8 in deep) ~ ~ n , n l 72 4 6'-9" 4 6 1 z i ,9 I ' 7714 Matthews-Mint Hill Road ' ~ Mint Hill, NC 28227
' •4: 4 ~ ~'Y .Q,q'.b j.
le ins#ailatian Guide Typical Watt FRONT VIEW ~ . t : ~ 4. f` . G€vil Site Design
Drive sate umd 2 u' f rcr~]ins eapo5atl ~ ~ s i TOP VIEW Low Impact Development
Imtall stakePer~en~cul~ 21- t ] I ~um~acte;wvated ~4 BAR 12" eAR 12" o,c. "o" BARS AT ~z" oN CENTER Small-Scale Building Design
Salo:a~pslopestr.~ toslopetaca t0. CONCRBI'E DIMENSIONS PIPE N RA T S' w ~ w ~ "C" ERRS AT 12" aN CENTER !
~~,r--' 4:1.21 wALI OUT IN MIN, Tel ep h en e: 7Q4.573.16 21 Facsimile; 704,248.7951
T .etn~at~ r, a - - _ THK, DIR. DIA, H A B G E F G w K M Au CORNERS ra BE CHAMFERED t' IF caNCRETE, ~e;, Sl>~ IE TOP SiD VIEW
' I,arv h. 5t-41 ,r 2, rHE CONTRACTOR W€LL BE REflUIRED TO PLACE 2-~6 BARS "t'" IN THE rOP r_s.] - 2 1/4 19 1 2" 15' 271/2 20" 24" 8" 7 1 2 4" 4" 8 17 10 :s 2 1 2° 23" 1$" 31° 20" 24" 9" 4" 4" t7 12" of ALL ENOWALL FGR PIPE DULVERTS 42" AND avER WITH A MINIMUM s" ' 5e~;5:
~ COYER ANO A LENGrH OF 6 LESS THAN ENDWALL I~s',aur+nhl"o°ar?~' 3„ 3D" 24" 3$° 20" 30" 12" 4" 4° 21 15"
/ 1:1 wood s[a~es „ T ical Watkie S aci based on S~ a Gradielrt 3 1/2 37" 30" 45" 20" 44" 12 15" 6" 8" 31 1$ 3. FORM5 ARE To BE USED FoR TH£ coNStRUCNON of rHE aoTroM SLAB. AB. ,,~~711!j rl
f YP P ~ P ` ' _ _ 4" 44° 36' S2" 32" 44" 12 1$" 6" 31 22" 4. WAIL THICKNESS (T} SHOWN IS NOT TO BE INTERPRETED TO 4 OONCRETE WINGWALL WfTH SPLASH PAD DETAIL ~ r,
4 1/2" 51" 42" 59" 32" 48" 12 21" 6 8 8 34 2&" MEAN THE rHICKNE55 ACCEPtABLE eUr 15 USED ONLY 12 SCALE; N.T.S. [REF: MOLDS STD. ~20,17]5SIrj
5" 58" 4$" 6fi 32 48 24 6" B 8 34 29 Erltrenchmem Detail IN coMPUTINC ENOWALL DUANrRiES. 5 1/2` 65" 54" 73" 32" 54" 12 27" 6 8" 38 33"
6" 72" 6D" $0 36 66 12 30 $ t2 12 46 36 5, IF OONTRACTOR ELECT5 TD USE CONSTRUCTION JO1NT AT BOTTOM OF PIPE, •a SEa? _ PIPE, -
6 1 /2" 79" 66° $7 36 72 12 33 12 12 51 AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE IEFT ROUGH. ~uGH. - 032GQ6 ~ `C'°
7" 86° 72" 94" 36" 7$" 12 36" 8" t2 12' S6 43" 5, ALL CONCREfE rO BE 3600 P,5.1 COMPRESSIVE STRENGTH, - %~r ~ ~~'~GIN~~'~~'~`
1. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTRLLED BY EXCAVATING A 2-3" (5-7.5 CM) DEEP X 9" (22.9 CM) WIDE TRENCH A;B F ~
ALONG THE CONTOUR OF THE SLOPE- EXCRVATED SOIL SHOULD BE PLACED UPSLOPE FROM THE ANOHOR TRENCH. ~ff~Ekf~
2. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE 901E SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH 11 ~b"~4-fo
AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT. ~ $OLIq COVER SHDYIN PERFOAATEq. PERFORATEq AVAILABLE 3LE q I
SECURE THE WATTLE WITH 18-24° 45,7.61 CM) STAKES EVERY 3.4' (0.9 - 1.2 M) AND WITH A STAKE ON EACH END. STAKES SHOULD BE IP SPECIFIEq. 3 ( as ~ UNDISTl1RBED EARTH DITCH
DRIVEN THROUGH THE MIDDLE OF THE WATTLE LEAVING AT LEAST 2-3' (6-7.5 CM) OF STAKE EXTENDING AE~VE THE WATTLE. STAKES H. ~ ~ STATE USE OF SYSTEM ON DOVER ' SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE,,,,, _ - - - ~ M p~ (I . E.: SEWER, STORM GRAIN, EE~CTRICAL) N _
m~~~-i o0 ~~a~~ i 12° L BANKS
~ n K' TOP OF DOVER c~ "~C?~Am ° WQ GC ~ '
1 STRAW WATTLE DETAIL ~o a° Q~p~ I-:';~ MAX 45° ~ 'r.:::,.•:.:.;.. CONCRETE
12 SCALE: N.T.S. REF: NORTH AMERICAN GREEN ~~~~a A A ~ ~ r N~~r N~ c~~9"~ o N~~o~ CONCRETE
' ~ ( I z~~~ I [
~I NO1t5' 4"CLEANUUI kXlkN~IUN , L._ __1 L.__.. a ~I w~
TO BE LOWERED AFTER ~ rr R. p ~ ,
1. THE CLEAN-OUT SHALL BE ADJUSTED TO GRADE CONNECTION TO BUILDING PLUMBING 90TTOM OF C4VEA ' DITCH BANKS ~ fi'~ UNDISTURBED
AND THE POST REMOVED BY THE PLUMBER UPON 1" R. CONNECTION TO THE TAP. OST TO E ~ EARTH
i} 4"z4"x8' MIN P 6 2: PLUMBER SHALL HAVE THE OPT10N TO INSTALL A ONE I i I REMOVED AFTER CONNECTION
0 1 1 I I PLAN OF COMER PIECE 4"SCH, 40 COMBINATION WYE T M N MIlE 24" CONCRETE TO BUILDING PLUMBING ~ ~ PLAN 45° BENDS DITCH 1
5 S I NIN I I Tn ~ TRENCH DEPTH OR INSTALL THE EWER ERV CE p TOR ~ PR TEE I I (SEE NOTE 11 ~ ~ PLAN OF FRAME ~ N' ~ ~ ALSO 90°, 22112°,.11112° ~ BANKS ~
LATERAL FROM THE 4"STUB OUT. RING 1 I FINISHED GRADE ' ~ ur. ~ ~ ~
.ALL CONSTRUCTION BY THE PLUMBER EITHER OPTION 1 I I ~ t'-t11*z" ~ ~ 3 z4 v ~ ~ PLAN TEE f~
0R OPT10N 2 SHALL BE INSPECTED AND APPROVED ~ / / . - ~ r = r• 1 a~
BY UNION COUNTY PLUMBING INSPECTOR UNDER A ~ ~ 'i9 ""I t' • 1 y~$ ° ~ r~ I o ~ VALID PLUMBING PERM[T. ~ ~ ~ _ o ~ DITCH BANK CONTRACTOR SHALL USE TIE RODS TO SHIM AS NECESSARY ~ ` ~ Q
!1 4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS 4"PVC FEMALE °a 1'•~a~" ~ ~ !t ~ W H CONCRETE SECURE VERTICAL BENDS ~ Q ~r
''I 3.4` ~ ~ ¢ ~ ".'I PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION A APTDR W/SHC: ~ Irt ~ r- Q ! r i r~
D M4N ° °z of l ~ WITH FITTINGS IF ADEQUATE GRADE EXISTS. 40 PLUG C7 ~ I " / ~ TYPE #t ~i ~ Q ~ ~ - ~ ,1.,. n ~ `,J ~ _ ~ ~.~z ~ •
C 5. LATERAL CONNECTfONS TO MANHOLES MU5T 8E ~ ~ g~.....,., ~ ~
4° sCH. 4o Pvt v ~ ~ ~ ~ u CORED AND BOOT INSTALLED. r+ Nz ~--4~$ N ~ W j ~ J" DITCH BOTTOM ~ \ ~ ~ ~ ~ ~ ~ I DITCH ~ . ~ ~ ~ ~
C'~ ~ i ~ 1r• w ~ OPTIONAL 4" SCH. b0 COMBINATION O ~ ~ ~ ~ ~ ~ ~ _ ~ BOTTOM s'.~,f u,~.,i ~ ~ ~
4" SCH. 40 -118 BEND rte--- < "n ~ ~ ~ ~ ALTERNATE ~ ~ WYE TO BE INSTALLED , m o ~ ~ w SOLVENT WELD CONNECTION ITYP1 ~ . _ ~ 3ECTZON B=B w ~ i ~i/2 UN>)ISTURBED ~1',:''.'"' ~ ~ 1 lL.f
BY BUILDER S PLUMBER. i ~ TO BUILDING ~ ~ I / 4~" 2'-O ~ ? ~ ~ ~ ~ HINIhRIkt I(~T5 - L85. EARTH ~ i ~ ~ ~ L85. ~ i / " f
4" SCH. 4~ PVC NIPPLE. XISTS BY PLUMBER ~ ~r ~ wE IF ADEQUATE GRADE E 2, s ~ FRAME , ieq i MIN.1 v2 Cu. YD ~ ~ ~ ~ Q
LENGTH VARIES DEPENDING DN TO BUILDING S FLOOR OPTION 2 ! COVER 120 DEPTH OF SEWER MAIN TO TO BUILDING ISEE NOTE 31 I ~ TOTAL • 800 UNDISTUR6ED EARTH ~ DF CONCRETE Q- ~ U} ~
ELEVATION ISEE NOTE 21 BY PLUMBER SECTTOH ~ NOS. (TIONAL BE MINIMITE ADD ELEVAT(DN AT FITTINGS ~ ~ ~ O ~
OPTIONI ` r SPECIFICATION 4" SCH. 40 COMBINATION WYE ~ ~ / CLASS 3b IRON MEETING r SHEET VERTICAL BEND ~ ~ ~ ~ ,I~ ~ ~ '
MEET 1 DF { I 1 SEE NOTE 3 TYPE #2 ASTM A•48 ~--03STANLE VARIES SHEET 1 OP i
aao.~a sai SDR 36 PVC 8zBx4 WYE -
INSTALL ROTATED 45° FROM - i I ~ ~ ~
1%MIN. SLOPE THE SPRING LINE tz„ 5 MANHOLE FRAME AND COVER DETAIL 6 THRUST BLOOK DETAIL
SPRING LINE 12 SCALE; N.T.S. REF: NCDOT X840.54 45' G~" SCH. 40 12 SCALE: N.T.S. REF; UNION COUNTY STANDARD DETAIL. X16
PVC CAP ON GRAVITY SEWER MAIN
S 4" STUB OUT { 5EE SPECIFICATION 1
-
EAN UT DETAIL 2 SEWER CL O !
12 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #11 - i
PAINT COLORS
BODY ...................FIRE HYDRANT RED -RUST-DLEUM ENAMEL 7400 SYSTEM r GENERAL NO1E5. ~sTEM ' it ALL METERS DELIVERED MUST BE PACKAGED WITH THE S' END CAP bf ABSOLUTE ENCODED REGkSTER THAI ENTERFACES WITi? THE ITRflN 'I~ ProUect Number, 17- I 0-033
I I BONET...............#iIGH GLDSSWHITE -RUST-DLEUM ENAMEL # 2766 ~ ATTACHED T G THE ABSOLUTE ENCODER REGiSTEP,, THE END CAP MUST AUEOMATED NETER READIN5 ERT iELECTRONIC PADIO TRAPJSM~TERI
,I ~ ~ c CAPS,,:.::::,..::...:.,:HIGH GLOSS WHITE -RUST-DLEUM ENAMEL # 276b ~ BE AT: TACNEfl IN A SEALED MANNER THAT ALLOWS FULL SU$MERS[ON fi0W SERIES
A OPTiONRI. YANI~LE 8" I 8" E i OF THE REGIS T EP WI i HOUT N015 TUBE PENETRATION. THE ERT h~UST BE SI METER 30X LID TO HAVE A~'R LOCATOR iALLEANCE 1200 OR Date: p0-I 6-20 ! 0 PRiPROGRAMMED FCR IMMEDIATE USE BY UNION COUNTY PUBLIC fOUAI FOR SOW ERT, STANDARD LID FOR 60W ERTI
BEREPAL NOTES; Y r C iViAMPER AL1. E%POSSO CININSR9 1". i WORKS.
I s" I Ti9E CLASS ^B'° coNaRETE THRaueHOUr. HYDRANTS TO BE 5ET AT ~ AT i 2I REGISTERS FOR THE VARIO(15 TYRES AND SIZES OF METERS 6I BUfLDERIPROPERTY OWNER TO INSTALL NIPPLE, VALVE AND Drawn Syr JLtv1
_ L a ; E OPTIONAL CANSTRI~TIIXI • NDNQLTTNIC POUR, 2" (~YIPAY OR X x •Y~" ` ' f N4 BAR OGirE7.S AT 12" CENTERS AS DIREOTED 6V THE EN~INEEA, EDGE DF R/W AT PROPERTY _ ` . u ° I , T , , E BURY LINE- PERTY SPECIFIED IN THfS CONTRACT MUST ALL BE MAGNET'sC DRIVE, 6 DEGIT, VALVE BOX BEFORE METER WILL BE SET.
~ _ _ ,{k a~ _ ~ m~ ~ ~ usE FDaMS TD CDr~TRUaT THE BOTTOM sLAIt, CORNERS TD BE SET AT m w~~ r I~ I, a IP REINFORCED CDNCREIB PTPE IS SET IN BASE SERB OF 80x, I GLASS LENS ABSOLUTE ENCODERS, RECORDING IN U.S. GALLONS. Checked ay: t~RP
- - ~i ~y `s' ' ' .y ADA TD SA9E AS 6HOMN ON STANDAAD NO, 840.4RD. , ~ EXIST. GRADE 3I ALL NE'rJ METERS IN THESE 51?ES MUST HAVE SUBMERSIBLE, GLA55 LENS A650LU TE iNCODED REGIS i ER5 AND HEPRE-PROGRAMMED WITH ELECTRONIC RADIO
_ _ PROVIDE ALL JUNCTION SOXE9 ~E8 3'-9" IN DEPTH iTJTH STEPS a-i==.. ~ 1a DN CENTERS IN r~RDANCE xsTH 6TD. ND. 84D,es. ~ LEVEL THE UNION COUNTY PUBLIC WORKS R6CL AL P,EADY INSTALLED IN THE TRANSMITTER (ERTI VALVE BOX BY Pevlslons: BUiLDERlPRDPERTY OWNER
" 0"~ 3 ~ RDJUBT THE STEEL fAIICRETE AND SRIOK NR3tINRY WANTITEEB ERT. HCFG-0171-00.6OW os-16-~01~ Orl mal SuSmlttal
TD INCLUDE THE A1~IITION OP THE MANHOLE (I.6 DIAGONAL BARS y~rl sES 3TANDARC 9aD.5a ~C" sHDRrENeD AROLf(D OPENIND IN TDP SLAB, AIE3ITIpVAL VARIABLE j Piz ADAPTOR ASSEMBLY i
PL~ F~1 YANNOLE COVER & FRAME 4SPACED BA HEIGHT BRICK 14490NRY, OPENING TN TOP 6LAB,) 14 GA. BLUE COATED aPrTDNAL c. TD c. EL~EUA~S01mIS 12 ~EESTTAUGTUi~ TDP ~ eorT~ SEAS TO TOP TRACER WIRE
BRICK MAY ~ UBEa ~ TO ACnIU9T FRAME fl I I
8" COVER 70 5'1NiFAGE ; ELEVATION NAx, 1' B4 BAR
a.~ ~ _ 6"MECHANICAL JOINT ~~'1`~ ' to GAUGE BLUE 8" to 10" 1 I
(R N _ ~~~.r pJFLET PzPE ~ ~ ....x. b" DUCTILE 0 - GATE VALVE COATED COPPER J 1 I L
[ a ~ ° suRY LEADERWiTH n E OR F 1 o ' TRA(ER WIRE ANGLE VALVE i I (WITH LOCK WINGSI ~ ~
- I B^-•1---~ MEGALUGS TNLET PTPE r ~ SECTION 14 GA. BLUE COATED TRACER WIRE ~ EXPANSION I I Sheet Tltle:
e° DOWEL C-C OR O,D CONNECTOR I I
SECTION X-% 1112" AMR METER I I
ma~eM3laNS AND auANrsrlBS PaB GWIg1E1E Ju13:rION 0 0 CLEARANCE ~ I ~ !
DINENBIaNS aF 80x ANA PTPE AEINFORCE1fEN'I TOP 3L,8 CUSTO YAR08 'TOTAL aUANTITIE9 D~ICTIat~ Fdi ONE pIP ND. 67 9" PIPE SAN YIDTH NEIOHT BARS "n^ DI1rHazaNS IN goz SDK AM1 sLA~ E DU.TD9. MECHANICAL JOINT JOINT i - dN~~; - VALVE BYBUILDER/PROPERTY ~ L
M " x e" ToP BaTTENI ACLI LS3. . TDS. WASHED
r p,. .JOINT O A B N H0. kENOTH E F SLAB BLATd ';fl, ~Hf. REFNF Imo(, "H" C.S. ; R.O. ~ p LOCKED STONE HYDRANT TEE ylr, a" 12" 2`•a" 2'•D" 2'-3" 12 2'•s" s'•D" 3'•O" a.]a7 m1s71 0.186 as ' 0.750 a.D16 ! a.ar4 E ' I CHECK VALVE ~ T
~ ; " ^ r " " „ ~ 15 2'•a" 2'•3 2'•8' 12 9.0 3.8 $'-8 0.198 0.190', 0.204 24 0.802 0.023! 0,038 Q Q j ~ OWNER ~ ~ ~ L~. I
' ~ 18" I a'•S" 2'-B" 2'-$" 14 9'-8" 3`-8" 3'•8" 0.227 ~ 0.?d7'; 0,22E 9(1 i 1.aS6 0.098 i O.aA9 .'.air ' .~w_ ~.:~:r~.: " - 24 3'•a" 8'•a" 8'•$" 1S 3-9" 4.-0" 4°•0` O.aBA I 0.298 I 0.269 40 3 .1.434 O.OS9 O.aSS
s sn" 3'-9^ 3'-s" a'•s" 19 a'•a" 4~•6" 4'•6" 0.376 0.376', 0.296 51 ].RED o.D92 o.1a7 A MINIMUM OF 6" OF CONCRETE 18 X18 X6 TUBING CONNECTOR YOKE BRASS NIPPLE BY
9s° 4'-0" a'-a" a'-3„ 20 4'•3" S'-D°' 6'-a" 0.48,4 0.469 10,333 ea 2.341 0.133 a.17a WILL BE PLACED UNDER THE BASE 8" L 42" 1 4`•B" 4,•6° 4'•9" 22 6'-9" 6'•6" 6'•8" 0.590 O.S60 ~ 0.970 77 2.879 0.190 0.349 E BUILDERlPROPERTY OWNER AM(0 MODEL C-700
49" 6'-4" 5'-4" 5' 8„ 28 8'•9" Br-4" 8'-4" 0.743 0.743 0.407 111 8.82E 02.46 0.917 _ AWWA 5PECEFICATIONS {DISPLACEMENT METER C-760) iCOMPOUND METER C-7021 E
SECTION ~-Y 64" s'-1o" s'-1D" s'.e" a3 6'•7" 6'•1a" 9'•m° o.~s a.ees 0.4441 126 4.2s3 a.297 I a.4o1 _ Sheet No:
IXI" B`•8r' 9'•8" 8'-3" 30 7'•8^ 7'•6" 7'-8" 1.042 1,0421 0.481 146 6.a9tl 0,387 0,495 7r-1n 7r-1u g'•9•' 32 7,-10" 8:-1" 8'.1" 1,210 1.2]Oi 0.618 189 6.517 0.444 % 0.589 i t
Mo
3 CONCRETE JUNCTION BOX DETAIL 8 FIRE HYDRANT INSTALLATION DETAIL Crl 9 1.5" WATER METER AND VAULT DETAIL
N.T.S. REF, NCDOT 840.31 12 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #3 12 SCALE 12 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #0

"I; AM IClJS''
4' MAX. GENERAL NOTES: STEEL POST
1. R~kPRAP SIZE TO BE DESIGNED BY ENGINEER. ' i ! C3.ASS 1 OR 2 HARDWARE CLOTH ' f
`~I WIRE FENCING BETWEEN POSTS I ~ I 2. CHECK DAMS MAY SE USED IN SLOPING DITCHES (IF APPLICABLE) I ! RIP-RAP DR I i I STEEL PC WASHED STONE AND COVERED BY ~ I HARDWAR STEEL POST
OR CHANNELS TO SLOW VELOCITY DR TD CREATE (NCDOT ~5 OR X57} STONE .F HARDWARE CLOTH '
- ~ CLASS 1 OR 2 SEDIMENT TRAPS, t'-a" s,~. , w ,ssr .~r nr ~ a . isr tf ~ i ~ l:r: ~ . . ~ RIP-RAP DR GENERAL NOTES: -
3. ENSURE THAT MAXIMUM SPACING BETWEEN RAMS PI"?.CES THE ~ s sr~E WOVEN FILTER FABRIC P~^~~~~ as ' r>~~ ~p«-"~~' ~,~u•_ti_ r, ~ ~ ~ ~ ~ 7~ ~ , , . ~ `7'; ~ ti ~ ~ WASHED STONE 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT ND
...rte'- tiro ra ~r•~ _r ~~r~~a.~. _ ~y~"~~"=~' //NCDOT 5 OR 157 TOE DF THE UPSTREAM DAM AT THE SAME ELEVATION A5 THE ~ ° ' " DOWNSTRE4M DAM SEE DIAGRAM BELOW , 2 .p`~7 r ~ ( ) a -5 ~ F TALLER THAN 18 INCHES. -
- , i -e--~ _ , 1 'r c" ~i i~~"; w~ ~ ~ , ~ GC1,...; Lw ;~_I 17,.., L ~i~i'.,";,~.-1 4 ,.~.tl-....~ . I.;u.: j CtAaMt $ RIP fLlp W _ ~ _ ' _
2' K4C I~ lr-w~9~r~ ~P:~~-, _11=1ir~~°r I I 11= I ITI~I I III 1~111~11= Ill 11- - f~~11_ 2. NCDOT #5 OR ~57 WASHED STONE MAY BE USED WITH HARDWARE CLOTH CR CLASS 1 ~ ~ FLOW OR 2 RIP-RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT ~S OR X57
lei k I I~f f 1~ =1I =1I - I I ICI I_ f~ I I I T Ili 11~ I I~ ~ ~ WASHED STONE DN THE UPSLOPE SIDE WITH HARDWARE CLOTH. I E ~ ~ ~ ~ L~ ~I I\I
A MAXIMUM sPACiNG -111 11=11 X11 I I I -I I Ill= I r[ I~ I I I~ l L:~ l f- I I- I I- I ICI I I I , ~ - ~ 111= ll ! I- =1 ~ I-I 11= I I~ I ~l 1 I - I I~ ~~I-.~ I 1 ICI I
~r~ rl~„~ ~ . _ I ~l I ICI I-I I I I I T f I~ I ITl- I I1 ~;I f I- I I-~-I .-1.~1-1 H 1=l ~ I I ~I' ~Ill~ru~l, = T~ r~rr__-1~I w ~ I-I I i i f 11-;-III-1 I I =11-' ~ I~ I ~T I I I l-~l I I• I~ ~ I I' 1 3. HARDWARE CLOTH SHALL BE ANCHORED TD THE STEEL POSTS SECURELY USING ' L 5151 Pc 'I+arLTent Rao`dl APPROPRIATE'. ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM DF 1Z Su~te 13~
1F_•! 1€ I I I { 1- ' w--1 I k I ~ I_.I I { ~ INCHES 1N LENGTH AND BACKFILLED PROPERLY AS SHOWN €N ABOVE DETAIL. HARDWARE
ANCH A ANp B ARE AT EQUAL ELEVATIONS CROSS SECTION EXCA` ANCHOR SKIRT; CLOTH TD BE SAME AS STD. #3D.09 (t9 GAUGE, 1/4" SPACING. ConCOrd, NG 2$027 EXCAVATE TRENCH
AND MAINTENANCE NOTES: BACK AND COMPACT 4. POSTS SHALL' BE NO MORE THAN 4 FEET APART. ~ Civil Sete Design r~ACKFIU 'Low Impact Development
,~.e•Wµ 1, FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY S. SITE OUTLETS' AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED ANp AT THE Small-Scale Building Design ' DIRECTION DF THE INSPECTOR.
OR HIS AGEM' IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
III~~_ i-SH 9• A9N. I! tj,N~1 6. DNE ACRE MAXIMUM DRAINAGE AREA PER OUTLET. Telephone; 704.573.1621 Facsi m i I e: 704.248.7951
i~ uu~~ 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED 2 SILT FENCE OU Itt'~€ mom, 13 SCALE: N.T.S. rREF: FENICE OUTLET DETAIL '
OR REMOVED IT. I la Il~p~~ I. N.T.S. (REF: MCLDS ~30,O6D] Seas:
umti~;_ alp. ~,'n~- Fl`~r` n°n` 3. SEDIMENT DEP05IT5 SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
~tlls ~ ,~trkl~sl~~ ."~~n~utmt,'~ HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING !N PLACE AFTER V,II.. gI~UIJIt~.1U~1r~tl~tt:ltl~ht, ( THE SILT FENCE OUTLET'IS REMOVED SHALL BE DRESSED TO CONFORM TO THE 11,;; r
I EXISTING GRADE, PREPARED ANp SEEDED, '
J ~ ~fi
~ .'A'SE ~~J'.~-~ x;
S~.»L ~q~: _
032u~~ '
I 1 TEMPORARY RACK CHECK DAM DETAIL FF . j~C 'fi~~ r' 1 F`
i 1 ~ SCALE: N.T.S. [REF: MCLD5 X30.10] I
I SEE DETAIL 4/13 FOR FRAME, GRATE, ANO DIMENSIONS AND UANTITIES FOR BRICK CATCH BASIN I HOOD FOR CATCH DIMENSIONS OF BOX AND PIPE COVER
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS - U REENFORCINO CUBIC YARDS OF BRICK MASONRY ~ dq- o l - T N BARS - U 8AR5 - V BARS - W TOTAL CONCRETE IN HOX Hi sl
D A 6 C G MIN, H1 H2 E F NO LENGTH I F NO LENGTH NO LENGTH NO LENGTH LBS OP SLAB FLOOR TOTAL CU. YDS. PER Fi. HT, -11
15" 3'-0" 3'-O" - 2'-6" _ _ _ - T - - - - - - - 0.294 0.294 0.823 ~I' 0.329
12' 18" 3'-O" 3'-0" - - 4'-1O" - - - - - - - - - - 0.294 0.294 0,933 ABOVE
~ 24" 3'-O" 3' 0" 3' 4" - - - - _ - - - 0.294 0.294 1.098 MIN. H1
~ IR - N V - - 0 8" 3O° 3'-O" 3'-O" 3' 4" 3' 0" 3'-2" A t' 1O" 4' 4" 4 1' B" -4° 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0,374 0.522 1.306
- M 36" 3'-0" 3'-O" 3'-10" 3'-0" 3'-8" R 2'-4" 4'-4" 4 2'-0° -4" 4 2'-0" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.602 1,870 0.329 ~
1D SCH. 4D {
42° 3'-O" 3'-O" - 4'-5" 4'-4" A 2'-1" 3'-6" 4 1'-9" X s s" -6" 4 1'-9° 3 3'-3" 3 3'-3" 38 0.135 0.390 0.525 1,847 H2 L,1
48" 3'-O" 3'-0" - 5'-0" 4'-10" L 2'-8" 3'-8" 4 2'-6" E " -6" 4 2'-6" 4 3'-3" 3 3'-3" 40 0.173 0.430 0,603 2.185
64' 3'-O" 3'-O" - 5'-7" 5'-4" 3'-3 3'-8" 4 3'--O° EE GRADING PLAN {SHEET C-5,G) -6" 4 3'-0° 6 3'-3" 3 3'-3" 48 0,211 0.470 0.680 2.553
FOR PIPE DIA.
, .,J
1 D' 3' 1 D' 10' 3' 1 D' ~ ~ Q
INLET INV. M ELEV. WEIR ELEV, N Y Y S ECTI o N -1f2"
CB1 x81.13 682.00 3" }4 GARS Y EQUALLY SP -1 ~-~a BaRS w m s fl.c.
cez e8a•os aBt.oD
G N RA NOT S; R ~ R ~o
1. MORTAR JDINT5 1/2" 1/B" THICK v 0~~ ~Jz'~
p II Jn~ ~ > c € L_/'i ~ CONCRETE TO BE 3600 P•5•i, CDMPRESSNE STRENGTH 2. ALL ~ ~J~j
x 3. PRECRST STRUCTURES MRY BE SUBSTf1UTED AFTER APPROVAL BY CA'!/COUNT( ENGINEER. ~
4. ALL CATCH BASIN DYER 3'-6" IN bEPTH SHALL BE PROVIDED WITH STEPS
1'-2" ON DENIERS. CURB E CURB AND GUTTER WITH CATCH BASIN ON LIGHT GRADE CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADE ~ ~ ~ Z ~
5, CONCRETE BRICK MAY 8E USED IN LIEU OF IfA~ COMMON CLAY BRICK 3 P F P J~.AN 0 TO SLAB ~ ~ ~ ~ ~
- 6, JUMBO BRIDK WILL BE PERMt1IE0. m t0
5 7. FOR 8'-0` IN HEIGHT OR LESS USE 8" WALL OVER 8`-b" IN HEIGFTT UBE 12" WALL TD 6'-0" FROM IOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0"• 3" u5E ON FU NORMAL GU1TfR IJNE ~ I ~ ~ ' ~
~a eAxs 'D' tJSf ON OAT GRADE 2X AND UN ~1D" MAX V J a Q~~
8. FOR FRAME AND GRATE DETAIL SEE DTL, 7OTHIS SHEET. DAILY SPACE 9. ALL P1PE IN STORM pRAlN STRUCTURES SHALL BE STRUCK EVEN wffH THE 4 gq~ yr
FLOW 8" INSIDE WALL, GROLffED AND BRUSHED SMOOTH. 8"
30, wEEP HOLES SHALL BE PLACER IN BACK WALL A STONE ORAiN CONSISTING DF 7 ONE CU83C .s OEPRESSEN " J Gu1TER u E O i}EPRESSEA GUTTER IJNE ~j
~ F00T OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT wEEP HOLE. rr. ~ ~v 1"'"'
SECTION S-5
ID" SCH. 40 PVC ~UTLET 9t. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 3' ~ 3'
4 84RS "Y"
• UALI.Y SPAC ~8 BARS 'lk" ATI N ELEVATION
O CURB F 3 BRICK CATCH BASIN WITH BIORETENTION BYPASS DETAIL ~ ~ CURB AND GUTTER WITH CATCH BASIN DN LIGHT GRADE CURB AND GUTTER WITH CATCH BASIN DN STEEP GRADE
13 SCALE: N.T•5•
J J TINY--Y 6 ,_t,2 sco SECTION R-R
I,
k;
U;
~ EMERGENCY SPILLWAY ELEV. = 678,D0 FT '
\ ~ METAL GRATE INLET Project Number. 17- 0-033
~ N 684 ~ - 1-3 8 ~
P ~ P 5-7 g" _ Date: ~ 09-01-20 i Q
"
3~q. 1 ~ TOP OF EMBANKMENT Drawr By: JLN
„ ~ 682 - - - - r ~ 1 /2 (ELEV, s79.oo FT) \ ; 8 THIGK!,3,500PSI ~5 REBAR MAT ~ 12" ON CENTER !
I"7 \ , CONCRETE RISER W4Ll ~ _1 8 N 4-5/8 ; IN EACH DIRECTION Checked By: Nf:P ; _ a
f I ~ -1 8 - N 6" D~AMETEf~ SCHI 40
_ N CTION R-R \ S C~QPi B-„~ 5EG_TION_P-P_ SECTION N N SECTION L-L SECTION M-M ' R(SEL~IP_E l+~/_CAP Revisions:
I 680 ' ;PERFORATED Wf p.75° DIA. HOLES " ' ~ 061612010 Qr~ li1al ~JU~mlttal
CONCRETE PIPE I u 3 I LEAVING THE RISER ~I ~ ~.W.I , F ' I ; ®4 i ON CENTER;VERTIGAL -I+,ND=NORa~ZQN~'~AL-.;4-s"it~L-~`~-TO-S-TART: ~ 1 o`3rou~oic PerNCDENR
B ~ N I MUST BE 0-RING PIPE ~ I,---..I ~ ~ I, .,...'I-I AT f~NISH F~OORIELEVATION Gr POND,
- -
I „ 678 ; ~ ~ I 18 REINFORCED CONCRETE PIPE ~ - II;I .I!il ;~i' ~r ~ ~ _ ~ '
" N \ N INLET INVERT ELEV. = 675,50 FT ! I I=' I ' ' i = I --r - K K ~ tl~ OUTLET INVERT ELEV. - 675.D4 FT "~""~'°I"~'~~~~"°`°'° ~ - ~ - - FTC-' ' _
~ ~ ~ ~ f LENGTH = 123.50 FT ~ - - - 1d_YR 6-HR HIGHWQTER ~ V. = 76.E FTC I 1
-I I i I = _ A A ~ . tf~ SLOPE 0,4% _ N M N 67b ~~t ~I !+I I~- i .-._r t.,-, ~ - ~ ~ ,T =i ~ ~ E ' _`",.'"L- f i 1 I'>~~~~.__- ~ I i ~ f ~~-t~ Iwo i. i o ~ t i~~ ~ i, ,
~ ^ ~ ,.,.fem. CSI d- -
~ ~ ~ c ~ --,-I h s _ - - I Sheet Tale: I1~ RI~_,,~l~l I ii_ _ ~ ~ I I ~,I ~ i I~~ I E-~~i-
1 I ~ Is E Ii ,o- i ~ ~ , - i t~`T-`rl=~ 7- i ~ i I ;-~--I 1 E ~ ' i j~ ~ G.C. TO PLACE IWASHED STONE
674 W P ' f AROUND RISER UP TOE ELEV. 677.5D
~'BAt~..PLAL~ ~FP~ION J J _ ME - ~ METAL STEPS AT ? STONE MOUND SHALLHAVE A ~ ~ SITE MIN. i:1 SLOPE;
FRAME, GRATE, & HOOD ASSEMBLY ~ 3 500:. PSI CIONCRETE SPREAD FOOTING 14" 'I' 14" O.C.I_ _
\ ~ A ~T~ ITI~F AR Wll~i 2 REB R, MA S; CAS S NG :0 'REB 5 FT O #6. 12" ON CENTER IN EACH DIRECTION
, o. 672 _ ~ g „ DEVILS ' - -
5-7 8 ~ 3~4 SHEET4
\ 1116" SLOT FOR lCl~ r~ 1/2" BOLT -
» r-,
1-1 2 E 670
> ~ 3 4 3~4 I 2 11-1/2 3-1/2 3 D 3-1/2
R-.-I SEGTION K-K 0+05 0+10 O+t5 _ , ' Sheet Na:
HOOD _ ELEVATION D+00 0+15 0+20 ~ 0+25 0+30 0+35 0+40
5 5 EXTENDED DRY DETENTION AREA DDA-1
13 4 FRAME AND HOOD FOR CATCH BASIN DETAIL 13 SCALE; N.T.S. ICw l 3mO
3 SCALE: N.T.S.

€ DRIVEWh'~-YN6fiH5-
MIN, MAx. 'AMICU~ ORNEWAY CULVERT ?
E DNE-WRY 2D' 3D' € WITH HEAD WAIL 4R FES I I
'I ! 4' - TWO-WAY 26' Stl' EDGE OF PAVEMENT " N000T TO APPROVE flN NC00T SYSTEM ROAD, -
MIN. R/W
RIPRAP LEVEL SPREADER C#.EANOUT/OBEftSVAl14N WELL 1/4" PER I-(.
MIN. STONE ~ZE = A" OIA. TOP DF GRADE - EL = D 8" DIA. OR 8" SpUARE ~ ^ MAX STONE SIZE = fi° DIA. tOP FLUSH W1TH GRADE Z
~ I - I! ~l=) ill l 111 4 FT SIDEWALK MINIMUM, °-III
[ ~ GRASS GROUND COVER tOP OF EMBANKMENt - EL = C ` i
E { ,I,
3 1=T MIN. 'I r MIN]MUM ~'-6" CURE AND GUTTER F ~ I F
" 1ST INCH HIGH WATER - EL. = H '~l~ - _ I _ -
` R/W ~ - _ _ - - _ SECTION 5151 Poplar Tent Raga s~lte ~~o
- - -___-~_.~..µ..~.rvW~-~ - _ - [ - - _ - - _ - - i Caneora, NC 28027
- - _ _ i- NOTE: Civil Site Design
NON-WOVEN GEOTEX7ILE - - - - - - - - - - - - - - - - _ _ - - - _ - - - - - _ _ _ - OUTLEF PIPE TO OVERFLOW [ EQUIV, TO MIRAFI 180N MINIMUM 20 FEET TOPSOIL MIX (SEE NOTES] _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - _ - - - - _ - = S1RUCtURE. 8" HOPE [ - T. TO HE USED ON ROADS wiTHOUT cuRa AND GUTTER Low Impact Development
- - - MIN.0,5~SLOPE p [l] o ~ AND w~ERE cuRS AND cuTTER 15 NoT eElNC INSTALLED Small-Scale Building Design
I (MUST MEET BOTH CRITERIA).
- ~ ^i ~ - - € O U _ _ N N C {FT) D (FT) F (F'Q G {fT) H (F'F) ~ - - ~ p U 2, ALL CONCRETE TO BE 3600 P.S,I, CDMPRESSIVE STRENGTH. Telephone: 704,573,1621
- AR ~ - ~ ~ - ~ - - - - t DfTCH UNE 3, USE OF TMlS STANDARD FDR RESEDENTIAL DRIVEWAY CONSTRUCTION Facsimile: 704,248.7951
BR-1 UPSTREAM 682,SD 681.D0 679.DO 678.33 fi8}.13 3[-Ili i -'.i~' € ~ I :~~-~l`ti.,~l~~ . ~~~iT~nl~~.~ll~rl~ll~il ill= AT THE DE5CRETION OF 7HE COUNTY ENGINEER ONLY.
682A0 881.D0 677.67 677.89 681.13 dl'ci ~sil~l~~,"~"~(I~I~ III l(~T~ -111.-~I i(€=11~~ ' I BR-1 DOWNSTREAM I, 1 °'~I~~ i ~6 IICIII~T ll IhPI T~!I~I T=om' 5ea15:
R- UPSTS A 681,50 680.00 678,00 677.33 880.19 ~il~ll li~ll~~ f I-113 ~1 ~IIIL~~ ~1DN-WOVEN GEOTEXTILE B Z E M - - ~ ~i EQUIV. ?0 MIRAI"I 180N ~I1-11,_11 I~(i~ (=11~II~4I~ I 1
8R-2 ODWNSTREAM 6$1,00 88DAO 677.11 67fi.A4 680.19 `~li 1~ 1~11~1f~~ [ }
UPSTREkkI~ CRC55•SeClICN Ai RCINTFARFH67FRCfA WRET I ASPHALT oawNSra~afe•cROSasecnoN~rraiN7uasscrroo~nR PERFORATED 4-IN HOPE ~~~`~illlE~i! ~ COMiviERCIAL TYPE IV DRIVEVYAY DETAIL
SUBGRADE (SEE AOJACENt CHART fOR HOLE ASPHALT UNDERCUT 2 FEEF SEZE AND SPACING.) ~ 4 SCALE: N.T.S. [REF: MCLQS ~10.25F] ; ~r`~~ 4' s'~'
AND LO05ELY BACIfnLL EDGE DF PAVEMENT BDtrOM OF TtlPSDIL LAYER =ELEV. F
P1~4N eDTTaM ~ sTONE IAYER/
INVERT DF OUTLET PIPE =ELEV. G I - ~ p~~CC6
I
if ~ ' • • Qp..~~ ~i SAS
~~~ll l 111 i,l'~~~'
1 BIORETENTION AREA DETAIL [ oS-o~_r~
4 ~ E
I
l
MAINTENANCE SCf1DULE FOR BIOR~T~NTION
f l
TIME OF YEA I DESCRIPTION METHOD FREQUENCY R
SOIL
I ~
G
Ins eat and re air erasion clean u trash P P ~ P Visual Monthly Monthly , flush underdrain pipes ~~Q
C
I C ~ ~
ORGANIC LAYER zap
I Q~~ ~dU'
i Remulch any void areas NIA N!A Throughout the year ~ ~ ~~z
Remove revious mulch la erbefore ap 1 in new la er optional) NIA Best in S rin ~ P Y P Y 9 Y~ N!A P 9
~ ~ ~,z
Add any additional mulch if necessary N1A Once or Twice a year NIA
0~
' PLANTS i
a~. ~ ~ ~ ~ ~
Remove and re lace all dead and diseased ve etatian considered Mechanical or b hand Twice a ear March 15 to A ril 30 and P 9 Y Y P beyond treatment October 1 to November 30
{
N!A NIA NIA Treat all diseased #rees and shrubs ~
Q
Whenever d d h d Once a ear nee e e for consecutive B an Water lant material at the end of ea h da 14
Y Y P Y tla s after lan6n has been com leted r Y P 9 P "j Q ~
NIA N1A N1A Treat all diseased trees and shrubs ~ a..,
Treat all diseased trees and shrubs N!A N!A N1A I
Treat all diseased trees and shrubs
N1A N!A NIA
REFERENCE: MANUAL OF 5TORMWATER BEST MANAGEMENT PRAGTlGES; NORT~1 CAROLINA DEPARTMENT OP ENVIRONMENT AND NATURAL f2ES0URC~S
li' f
f Project Number: 17-0-033
Qate: ~ 09-01-2010
CONSTRUCTION GUIDELINES FOR BIORETENT~ON
i:~ nr~~n ey: tL~
I MATERIAL SPECIFICATIONITEST METHOt) SIDE NOTES
Na Grass onl - Perferabl Fe ue Checked By: NRP
Plantings Grass Only Y Y ~
Planting Soil, 2 ft. soil depth sand - 85-88 percent Revi5ion5:
Low P-Index Soils (20 to 40 optimal needed clay -less than 5 percent nla 061i620a0 r. En I k t 0 a 5ubmttal
com ost - 3-5 ercent in phosphorus sensitive woodsheds 'i' ogifll~zaFO Per NGi?ENR
p P L
Mulch nla -grass only Na n1a -grass only r
Class "C" -apparent opening size (ASTM-D-4751),
Geotextile grab tensile strength (ASTM-n-4632), puncture nla For use as necessary beneath underdrains only
( } resistence ASTM-D-4833 Sheet T~tl~;.
Washed #57. A 2" layer of stone such
Underdrain gravel r m nded, 0.25" to 0.75" C
as #8, 57, 78 0 89 is recom e SITE
Should convey 10 times maximum flow D~T'AILS
„ I from sail medium. Minimum of 4 to 3!g" erf. 6" OIC, 4 holes er row; minimum of `
. P' . F 7 e P 28 or AASHTO M-278 P @ P Underdrarn Iping 58, Typ S 6 ngld schedule 40 PVC or SDR35 „ SHEET
or smooth wall corru ated lactic 3 gravel over pipes; not necessary untlemeath pipes. 9 P
pipe,
I.
REFERENCE: MANUAL OF STORMWATER 6EST MANAGEMENT PRACT[CES: NORTt' CAROLINA DEPARTMENT OF >7NVIRONMI"NT AND NATURAL RE.50URCES ',il Sheet No:
A I I
IL:-14.U
i
~ E

. ND S: NOW OR FORMI T {F ON NCW OR FbRMa=RLY , / `~r ~ ~ ~ ~ ~ I V t ~ ~ V ~J
1, ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ADJACENT DAVID Y. KEENER ~ ELLEI KEENER ~ ELLEN G. KEENER ~ ~~~'-1~; ~ ~+R
[D: 08321 I PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING DB: I826, PG i 12 0.x.1%' !D: 08321 I ~9 , ..'OFF P/L ~
1826, PG f l 2 LOT 1 5 i, ~ ; _ _ MB: Q, PG 998 ` ?
SERVICES. PROPERTY DIMENSIONS, COORDINATES AND TOPOGRAPHIC INFORMATION MB: D, PG 9~ ZON NG R-20 i Q _ _ ~ ~ - - ~
REFERENCED FROM A SURVEY COMPLETED BY GR[FFIN SURVEYING SERVICES. ZONING = R-s
2. THE UTILITIES SHOWN ARE FDR THE CONTRACTORS CONVENIENCE ONLY. THERE ~ i ~ - J ~ ~ v~
MAY BE OTHER UTILITIES NOT SHOWN DN THIS PLAN; AMIGUS ENGINEERfNG ASSUMES ~I ,
NO RESPONSIBILITY FOR THE LOCATIONS SHOWN, THE CONTRACTOR IS RESPONSIBLE ' ti `t~ . ~ _
FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. / / ~ 3 ~ `
ANY CONFLICTS CONCERNING UTILITIES THAT ARISE DURING CONSTRUCTION SHOULD BE EXISTING SANITARY SEWER CLEANOUT - / _
' !IMMEDIATELY REPORTED TO THE ENGINi=ER. RIM ELEV. = 687.44 FT _ ~ h ~4WY~~S 'i 5951 Po~lor Tent Road
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. f / _ Rp
13, THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTfL1TY COMPANY AT LERST ~ ~ Concordu~t~NC 28027
4B HOURS PRIOR TO THE BEgNNING OF CONSTRUCTION TD REQUEST THE EXACT FIELD ~ ~ STEP ~ ~ ~ Civil Site Design
LOCATIONS OF ALL UTIUTIES, THE CONTRACTOR ES RESPONSIBLE FDR ANY DAMAGE TO ~ ~ ' Low Impact Development
E N T PR VI 48 H URS NOTICE ULTITIES OCCURING DURING CONSTRUCTION A D MUS 0 DE O ~ VICINITY MAP Small-Scale Building Design
;,P a ~ PRIOR TO THE REPAIR OR REPLACEMENT OF SAID UTILITIES. ® 1 ~ SCALE: N.T.S.
REFERENCE; UNION COUNTY GIS Telephone: [phone]
~ i ' 4. ANY EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM TO THE , i ~ ti ~ Facsimile: 704.248.7951
REQUIRM£NT5 SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL / r'~ NOW OR FORMERLY / ~ ~ . ~ - j
MANUAL, T~10MA5 W. COX ~ WIFE KBNNIFER 5. / ~ ~ ~ ~ ° ~ Seals:
I©; 0832 1083 ' ' R ~ I ti illilil~l
D6. c / ~ 5. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL PERMITS AND 983, ~ G 804 LO~ B ,r I
MB. PG 667 ` APPROVALS HAVE BEEN OBTAINED FROM THE NECESSARY REGULATORY AUTHORITIES ZONING = R-20 ' i ~ ~ •'p4~SS~ jy/g'%
~ r PRIOR TD CONSTRUCTION, IN THE EVENT THE CONTRACTOR IS UNCERTAIN ABOUT ~ '
' EXISTING CENTERLI E OF BRANCH PERMITTING REQUIREMENTS DURING ANY PHASE DF CONSTRUCTION, THE CONTRACTOR / BRANCH 15 IN' ERMITTENT PER
IMM !AT Y ONTAGT THE ENGINEER THE TOWN OF STALLINGS OR THE ' ~ ! SHOULD ED EL C USGS MI~~AND QUADRANGLE
UNION COUNTY BUILDING INSPECTIONS DEPARTMENT PRIOR TO PROCEEDING. TOPOGRAPHIC MAP 1996 ALE _ _ ~~i'FN ~c~'~~: - ~ _ w.. _ EXISTING ZONING CODE SUMMARY , ~ G1N~c , 196 ~ ~ ` i,~~G~
/5~ r' > ~`n.~~ar PROJECT NAME: PROPOSED PROFE551ONAL BUILDING ~ i~~~(~q~ ~R~?~~~`~
1 i
' 6. IF EXISTING CONDITIONS PROVIDED ON THE PLAN DIFFER FROM THOSE AT THE SITE, / ~ ~r PROPERTY OWNER: NOW DR FORMELY KEVIN D. ~ MARGARET C. BIGI~AM a~-o~-Io
F N FR M THE DESIGNED AND APPROVED ~ ~ - ~EO~ CONTACT THE ENGINEER BE ARE DEVIATI G 0 /~R ~ ;c i~ ' ~ PARCEL P.I.N. 08324002
LAYOUT. / ' i ~ ,i
NOW OR FORMERLY / 0 ~ ~ CIVIL PLANS PREPARED 6Y: AMICUS ENGINEERING, PC
' 7. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT ANY ADJACENT PROPERTY, HALCIJ~RKJR. ~ ~ ~ NOW OR FORMERLY ~ •9
PUBLIC UTILITY ROAS7WAY RAILWAY AND THE SAFETY DF THE GENERAL PUBLIC. ~ WIPE BRENDA A, ~ P.? ° ' ID: 08321084 / KEVIN D, HIGIIAM ~ MARGAR~f C, PhoN~: 704-573- i 62 I
CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES AND REPERCUSSIONS DGCURING ~ ID. 08324002 DB• 13 57, PG 350 LO ~ 5 /~~F)IRON ~ ~ ~ ~ ~ ~ ~ ~~Q ZONING: 0-I JURISDICTION: TOWN OF STALLINGS
MB. D, PG 667 " R~EIiA Df3: 4983, ~G~ 118 FROM THOSE DAMAGES. / ~ ~ _ ~ ZONING = R-20 ~ ~ --._ti - ZONING= R-20
_ ~ i~ ' FLOOD MAP NUMBER AND DATE: 37 i 055 ! f OOK, 03-02-2009
8. NO FORMAL GEOTfCHNICAL OR ENVIRONMENTAL INVESTIGATION WA5 PERFORMED BY / ~ ' EXISTING SANITARY SEWER MANHOLE ~ ~ EXISTENG GRAVEL WALK` WAY WATERSKED: G005E CREEK ~
AMIGUS ENGINEERING TO EVALUATE WHETHER DR NOT ANY HRZRRDDUS, TOXIC, OR RIM ELEV. = 682.60 ET s _ i
HARMFUL MATERIALS EXIST OR ARE CONTAINED iMTHiN THE L1MIT5 OF THE PROPERTY. INLET INV. ELEV. = 676.80 1-f ~ ~ - ~ - _ _ , ',1,~~;, SETBACK (FRONT): 30 PT
OUTLET INV. ELEV. = 676.70 ~I' ~ ~ _ XI N - ~ AMIGUS ENGINEERING ASSUMES NO RESPON5161LITY FDR ANY REMEDIAL ACTION THAT ~ , _ E STING GARvDE AREA _ r 1~cv MIN. SIDE YARD (L): I 0 ~C, 20 FT MlN. SIDE YARD (R): I 0 FT ~
MAY ARISE IF SAID MATERIALS ARE DISGDVERED DURING THE COURSE OF' ~ / , go' -
EXISTING CENTERLIP CONSTRUCTION NOR IS AMIGUS ENGINEERING LIABLE FOR ANY LEGAL RAMM[FICATIONS / ~ ~ - ~ ~ _ _ _ _ - ~ ~ - _ BRANCH IS IAJTERMI JG CENTI"RLINE OF BRANCH ~ ~ H IS IAJTERMITTENT PER MIN, REAR YARD: 30 FT ~ O
THAT MAY ARISE SHOULD AN ENVIRONMENTAL LAW BE VIOLATED BASED 0 HE ~ ~ ~ ` - ~ ~ , _ _USGS--MIDLAND QUA M~~~LAND QI~ADRANGLE PARCEI.5IZE: 47 I ,3231 i 0.82 SQ. FTfACRES ~ ~
DISCOVERY OF SAID MATERIAL. ~ ~ y - ~ ~ ` _ _ - _ TOPOGRAPHIC MAP, RAPHIC MAP, 1996 W ~
_ _ i ~ EXISTING USE: RESIDENTIAL ~ ~ ~ ~
Jr~ ~L.1-. ~ ~ : t .ttID'^"_;e~,nr~wmn .~aa~2Lr' ` _rrirr~~.•.a..a.a •,r.mn..n o-cwowwivv~r ~ r ~ ~ 9. THE PROPOSED SITE DESIGN FOR THIS PROPERTY I5 BASED ON THE INFORMATION ~ ' - `.rf P.P;c ~ ~ ~ „ - - _ - - - - ~ ~ i ~
PROVIDED BY THE BUILDER, DEVELOPER, ARCH[TECT, AND/OR CONTRACTOR. IT IS THE y . . - ~ ~ ~ - _ -----L'~ - La.~ . ~ ~ EXISTING PARKING PROVIDED; 0 SPACES ~ ~ ~ ~ 0 ~ '
RESPONSIBILITY OF SAID BUILDER, DEVELOPER, ARCHITECT, AND OR CONTRACTOR TO _ _ _ _ - - - - LI~~~ = _ - / AREA OF EXISTING BUILDING COVERAGE: 1363 5Q.1=C' ~ ~ ~ J Z
VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE NFORM TION 5 CO RE N °="`ti ~ _
I COMPLETE, AMIGUS AS5UME5 NO RESPONSIBILITY FOR CDMPLIGATIONS DURING ~ ~ ~ _ , ~ ~ _ - _ ~ .a:`~~ ~ ~ ~ 1 r -~W ~o.~ ~ AREA OF ADDITIONAL EXISTING STRUCTURAL COVERAGE: 177 SQ.FT ~ LL_I z ~ ~
TOTAL EXiST1NG STRUCTURAL AREA: f ,540 5Q. P'f !1._, ~ ~ Z r
P ITTING AND CONSTRUCTION THAT ARE A RESULT DF INCOMPLETE OR INCORRECT I ~ ~ ~ ~ _ ~ = - - ~ ` ~ ~ - ERM NOW OR FORM~.R~.Y i~: - r ~ _ _ - ~ ~ - ~ ~ -
SITE INFD32MATION. hIAL CLARK JR, ~ WIFB BRENDA A. , ` ~ ~ _ ~ ~ ~ ~ ~ _ _ - - ID: 08321084 , ~ s ~ AREA OP ADDITIONAL EXISTING IMPERV10U5 COVERAGE: 0 SQ.FT ~ lI) ~ ~ ~
DB: I I 'G 350 ! ~ ~ -mom - _ - - - - ~7 ~ Est ~ ~ - TOTAL EXISTING IMPERVIOUS AREA: I ,540 5Q.1=T ~ A-. ~ ~ ~ ~
\ ZONING = R-20 ~ ~
/ ~ ~ ~ 0
,
~ r r a l i ; ~ s / O
{F)IRON ~ / EBkR ~ i r ~ ~ ~
t L ~ , NOW OZ rORMERLY / ~ p.15' ~ R , ~ ~ , o
' BUF E, ~ NORMA A, JOHN50N >r CI1AD HICKFS ~ NICO OFF P/L ~ RI RIA , (F)IR`DN ~
ID. 08821090 ~ ~ ~ ~ -RE$AR
DB: 3959, PG 192 LOT I M6: D, PG 6671 ` ~ ~ ~ F ; 0.4 ZONING-R-20 / ` r? ~ ' ~ _ DICE ~i / ' 0.45' NOW OR FORMERLY rte' , ~ ~0~ Ff L ROBERT L. GRIFFIN f1~IRS ~ S"FEPIIEN 5.
. G POND e' ~ r ~ ~ ~ ~ ~ ~ / ~ ~ _ _ ~ EXiSTIN ~ IDr 08324003
\ ~ M~, PG 41 BR,4NCN/WETLANDS LINE TABLE
~ ~i~ \ V / ' L /e ~ zoNING = R-2o
NOW OR ORMZRL \ ~ ~ . - _ ~ r LENS I.BNGTH BEARING
STBVEN ILL I~OMEOWNFRS AB50C. / _ ~ ~ ~ _ ~ ° ~ ~ ` ~ 5 M \ - ~ ~ - ~ 12" CEpAR ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ~yr 1D. 08321091 C.P, ~P ~ ~ ~ L1 12.4fi S80°36'20"E
L2 24.80 584°55'56"E I
ZONING = R-20 ~ L3 25.63 565°01'49"E
~ ~ ~ 14" OAK` ` ~ ~S~ OAK . ~ ~ ~ , G~ \ L4 41.79 S59°00'09"E Project Number: i 7-! 0.033
Y ~ ~ ~ • A~ gyp. w~, ~ ~ ~ r~ ~ ` ' i LS 22.82 S50°37'52"E
~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ r` i; ~ Vii: ` L6 31,58 559°54'33"E Date: 06-16-2010
L7 90.74 S60°59'48"E
\ L8 23.93 S4fi°4T36"E Drawn &y: dLM L9 27.49 S58°00'35"E
~ ~ - ~ ~ A ~ ~ ~ i'V' \ L10 33.99 559°56'13"E Checked oy, NRP
a ~ O ~ ~ ` A V'` ~ - ~ l ' A 1 ~ ~ \ L11 32.12 542°21'07"E
9 ~ ~ ~ ~ - ,`i L12 26.08 S48°38'44"E
r ~ ~ ~ ~ ; ~ ~ ~F(PONT - ~ 24" DAIS ~ ~ , ~ ` v v I , ~ ~r , . ~ - . • _ ~n~a ' ~ ~ ~ ACK ~ ~ ~.2" `ELf~. ' ~r ~ ~ `u'~ NOW OR FORMERLY , Revisions: ,RFpRME~Y ~ L13 21.26 S11°20'26"W o6n612o~0 On final Submittal
~ ~ .,`~i ~ ~ ~ ti ; ~ C06Y ARNAZ 110Nc~'CUTT r~~ 24 p1~K` ~~,.~OAK JAZ 110NE1'CUTT L14 27.02 S52°25'32"E
~ - ~ i 7~4" OAK ~ 12 ELM ~ 544' ~ / ~ ~ ~ ~ ~ )832~C)01 ~ L15 42.2$ 565°30'37"E
8 23„E_ ~ ~ _ ~ ' . ~ ~ DB: 1398, PG 18 I . , ..•--y~ , . Z R 20 ti ~ ' 299. ` ~ ~ ~ ~ ~ ~ - - ; 398, PG E 81 \ L16 54.30 N16°32'29'bV NG = R-20 117 45.32 S05°10'49"E
R1VJ- - eases ~ ~ ~ ~ ~ ~ ~ ~ r ~ ,
- p nw - w ~ 36 L18 34.27 S10°49'38"E
~ ~ ' d• ~ L19 40,93 507°03'12"W
• ~ ~ ~ _ sus ~ -s ~ ~ ~ EXISTING BUILDING TO - ~ ~ w r L20 21.89 S41°52'57"E
~ ~ ~ ~ _ ~ ~ 'gyp--~~-.._- n ~ C.P. ~ ~ ~ F~~N"~ $ - E REMOVED , _ , ='h ~ ~ ~ G~ ~ - s fir; - ~ ~ ,,~0'1 ~ `FIFE Gas ''-`-w.!. : ~ ~ _ ~ - : t- L21 11.77 S32°50'53"W
_ _ J, , L22 27.46 S11°26'00"E Sheet Tjtle. L23 30.46 S10°08'45"W
~ _ ~ c~ t ~ I ING 6 PIPE L24 20.70 S66°49'10"W
- ~ ~ INLET INV. ELEV. = 687.36 I"T - ~ ~ ' - - ~ aye,- ~ ~ ~ L25 21,16 500°59'52"E 40'SCALE
OUTLET INV. ELEV. - 687.35 FT `--W-~ 'k'° =:~-~~r,~,, _ ~ ~ ~ P~ ~OAp r - L26 26.92 552°42'55"E
w~ X60 F _ ~ ~ O3 \ LI F' LENGTH ~ 5.50 FT . _ , ~ ~dGt]T- -t ~ o, L27 20.99 S33°10'01 "W E ~,I I ~ ~ ~°j
' ~ ' SLOPE = 0.2% .F. ~ moo-_.::~r'n~_ r ~ ~ = L28 32.60 507°26'19"W
L29 23.25 S75°25'11"E S ~ I E
' EXISTING WELL . ?x~--.ti~~a~y ~ ~ Q~ ti ~H~-~.. 'S0`' ~ • ~ VP tL wv ~ C
P.P. EXISTING HOUSE TO ~ aH~-=-~~,~~ ~ OH(F
BE REMOVED co~~iT~a~vs
LEGEND '
EXISTING POWER POLE TO BE RELOCATED SUBJECT AROPERTY BOUNDARY Sheet No:
G,C. TO COORDINATE WITH DUKE POWER - - - - - - - - - - - - ADJACENT PROPERTY LINE GRAPHIC SCALE
~W-y_. - - - - - EXISTING GRADE 40 0 20 40 81 iu----o~w--cwu-a~u-r~u- EXIST]NG OVERHEAD UTILITY ~ i i
CU3CTIAIf` CI hOCR LAIR CC('T1RAl
EXISTING CATCH BASIN-1 V-^`' Wi'; ' "N" 'u'N --'w --w --w -w ...._.w -w -v -W tXlZ:MNU VVAltK UNt -
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND INVERT ELEVATIONS UNKNOWN INLET INV. ELEV. = UNKNOWN -GAS-CAS-GAS-GAS ~a ~ owwwr Pm _ n - GAS - GAS GAS - GAS EXISTING GAS LINE o EXISTING FENCE LINE
iu"oww=. oe ,a n rrUK w kmI* ~aa ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING OUTLET INV. ELEV. = 683.63 FT m~M.xo at mamom at .Vffla wwm SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - - - - - - - EXISTING 60' RIGHT. OF WAY ¦
OFAWApNnsomik ffffA=PmEI~=owy GRIFFIN SERVICES. TOPOGRAPHIC INFORMATION LENGTH = 7Z.JD FT CWU OW aW~OF OMAWff, SURVEY COMPLETED BY SURVEYING SLOPE = UNKNOWN ZZ MMM LMLL Ot mm= 10 K MA iRC COMM REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES - FIELD LOCATED TOP OF BANK

fiENEARL SITE PLAN NOTES:
Iii 1. ALL SIGNAGE WILL BE APPROVED AND PERMITTED 5'£PARATEIY. ALL 5IGN5 MUST MEET THE REQUIREMENTS PROPOSED ZONING GODS SUMMARY „ AMiC~S
1,5 BITUMINOUS C SET FORTH BY THE TOWN OF STRLLINGS DEVELOPMENT ORDINANCE AND ANY COV£NANC£ THAT MAY BITUMINOUS CONCRETE SURFACE COURSE, TYPE S9.5B (SUPER PAVE) ~ ~ U
~ PROJECT NAME: PROPOSED PROFE5510NAL BUILDING a. APPLY FOR THE AREA. g ~ m _
Z h _
P OP>=RTY WNER: NOW OR FORMERLY E IN A R 0 K V D A M RGARET G. BIGNAM 2. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE
TACK GOAT (PLACE HEAVY TRAFFIC 4 INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK PARCEL P,I.N. 0832002 JUST PRIOR TO FINAL :AVY TRAFFIC AREAS - 2.5" BITUMINOUS CONCRETE ~ ~ ~ - -
SURFACE COURSE)-,`- . ~ CROSSES A DRIVEWAY IT SHALL BE 6 INCHES THICK. SUBGRADE SHALL BE COMPACTED TO 95% CIVIL PLANS PREPARED BY: AMfGUS ENGINEERING, PG PARKING AREAS INTERMEDIATE COURSE, TYPE 119.OB (SUPER PAVE) rx ~ ~ ~ _ IRKING AREAS - 1.5" BITUMINOUS CONCRETE
Of THE MRXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE SURFACE OF THE INTERMEDIATE COURSE, TYPE 119AB (SUPER PAVE} w ~
SIDEWALK SHALL BE STEEL TROWEL AND LIGHT $ROOM FINISH AND CURED WITH RN ACCEPTABLE CURING PRONE: 704-573- 162 I 1 ~ ~i
COMPOUND, TOOLED JOINTS MALL BE PROVIDED AT INTERVALS OF NOT LESS THAN 5 FEET AND
ZONING: 0-I JURISDfCTIO~U: TOWN OF STALLINGS GI EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN 45 FEET, THE SIDEWALK SHALL HAVE A COMPACTED AGGREGATE BASE COURSE (HEAVY TRAI-FTC AREAS) ~ r~ ~~S F~f r ~I F ~I
6" CI LATERAL staPE DF (1 /4) INCH PER FOOT, FLOOD MAP NUMBER AND DATE: 37 ! 055 I 1 OOK, 03-02-2009 6" COMPACTED AGGREGATE BASE COURSE (PARKING AREAS) f.~ I V V I V ~ L- ~I I M
NI VECINITY MAP 5151 Po~lor Tent R©ad
WATERSI~C=D: G005E GREEK 3. ALL PARKING SPACES SHALL BE 9 FT WIDE AND 1$ FT DEEP. SUBGRADE FDR PARKING LOT AND Suite 130 SCALE: N.T.S. Concord, NC 28027
LOADING AREAS TD BE COMPACTED TO 100% MAXIMUM DENSITY OBTAINABLE IMTH A 5TANDARD MIN, SETBACK FRONT : 3O PT REFERENCE: UNION COUNTY GIS Civil Site Design
( PROCTOR TEST, 5EE DETAILS SHEET FOR PAVEMENT REQUIREMENTS EN LOADING AND PRRKING RREAS.
MIN, SIDE YARD (L): E 017, 20 FT MIN, S[DE YARD R : i 0 FT COMPACTED SUBGRADE I Low Impaat Development
~ I I I' 4, ADDRESS MUST BE POSTED IN VISIBLE LOCATION WITH 6-INCH NUMBERS. ~ ~ ~ ~ ~ , Small-Scale Building Design
MIN, REAR YARD: 30 r'7 Telephone: 744.573,1621
PARCEL SIZE: ~7! 3231! 0,82 SQ. FT/ACRES 5. HVAC AND SIMILAR TYPES OF INCIDENTAL MACHINERY OR EQUIPMENT SHAtt B£ SCREENED FROM VIEW ~ GENERAL NOTES: 1~2" RADIUS ~g"~~'-D" FacsEmile: 704.248.7951
OR LDCA DIN SUCH A MANNER AS TO NOT BE VISIBLE FROM THE 5TR£ET. TRASH RECEPTACLES DUMPSTERS 3" RADIUS
~ PROPOSED USE: PROFE5510NAL OFFICE BUILDING 1. SUBGRADE SHOULD $E TESTED BY AN INDEPENDENT TESTING UTILITY METERS, ABOVE-GROUND TANKS, SATELLITE DISHES, AND ANTENNAS SHALL $E SIMILARLY SCREENED. SHOULD HAVE A DENSITY DF 1O0% IN ACCORDANCE WITH AA INDENT TESTING LAB, AND ~ 1/8" RADIUS }RNCE WITH AASHTO-199. . Seals:
PARKING PROVIDED: 53 SPACES
2, BRSE COURSE MUST HAVE R DENSITY OF 90% FOR B.C,B.C. ' 6, ALL MEASUREMENTS ARE TAKEN FROM FACE OF CURB, UNLESS OTHERWISE NOTED. A.B.C. IN ACCORDANCE WITH AASHTOWT1$0, FOR B.C,B.C. AND 10a°!b FOR ~ ~ . e ~ ~ A f~F
ACCE551BLE SPACES PROVIDED: 3 SPACES
3. SURFACE COURSE SHALL BE COMPACTED TD A DENSITY OF 7, TRASH SHALL BE CONTAINED IN DUMPST£R, DUMPSTER PAD SHALL B£ 6 CONCRETE REINFORCED WITH WELDED WIRE FABRIC. AREA OF PROPOSED BUILDING COVERAGE: 9,402 5Q. ~ A DENSITY 4F 95~a III ~ ' 4 ;
u ~?~~Q~k
AREA OF ADDITIONAL PROPOSED STRUCTURAL COVERAGE: 0 SQ,FT ALT. DRIVES AND ISLEWAYS SHALL HAVE HEAVY DUTY PAVEMENT. FDR PAVEMENT SPECIFICATIONS, SEE DETAIL ON THES SHEET. PAVEMENT SECTION DETAIL
STANDARD 1'-6" CURB AND GUTTER DETAIL ~ 14.01 C~ ~'`G I N~~
TOTAL PROPOSED STRUCTURAL AREA: 9 462 5Q, FT SCALE: N.T.S. REF: MCLDS STD. 10.01C ~ 9. ALL FIBERGLASS MATS FOR THE TRUNCATED DOMES FOR THE ADA RAMPS SHALL BE RED. (NOT TC SCALE} ~~~~~~~~5 ~~pP~~~~
AREA OF PROPOSED PARKING AND DRIVE COVERAGE: 25,598 SQ.~C .1111
D~/-d!~ PO NOW OR i'ORIVIERI.Y
1O. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE TOWN OF STALLING'S TECHNICAL AREA OF PROPOSED SIDEWALK COVERAGE: 2 O72 SQ.FT KEVIN D. BIGHAM w MARGA`T C,
STANDARDS MANUAL, ~ \ KE AREA OF ADDITIONAL PROPOSED fMPERVIOUS COVERAGE: 0 SQ,FT IDr 08324002
11. RESEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACT, DR DEVELOPER FROM MEETING TOTAL PROPOSED IMPERVIOUS AREA: 37, f 32 SQ.FT \ D8: X983, PG I [ 8
ZONING ~ P,-20 OS'Bmamm ca~v6GKYC VVkSCVf aa°TaS Smaav>~*lEVmGV VavE{avvau~vvm>e Ea maNVVm~vva~a@¢'om'va Eaazo EVZSSmsa~GVS VRQa ~®a~
TWE REQUIREMENTS OF THE TOWN DF STALLING'S OR UNION COUNTY ORDINANCES, POLICIES, AND STANDARD ~ \ PER EN P OPOSED IMPERVIOUS AREA: o °~~crnacmcna~°°~ C T R 7 88% EXISTING C TERLINE OF BRANC 0?E9a vma~cECSS+AaGV~ ¢a~ v mgg2 C>vAm WVGPa~ aR~vfrtd¢~p
SPECIFICATIONS, (A5 APPLICABLE). ° ,gym°~am~° BRANC IS INTERMITTENT PER °~av°~v0
Ue~S MIDLAND QUADRANGLE N UGTED F MATERIALS COLORS ~ ' 12, RETAINING WALLS, SCREENING WALLS, AND DECORATIVE WALLS WILL BE GO STR 0 / 1~'~ ~~@°~w@~E~`~~~,~'~,~~~~~~~e~@@~wra~~rm~@~~~~`~~~~~1 ~R°Gaa;a~tra~mE ~ ssa o+E 4¢m a e
i CANSIST£NT IMTH THE PRINGPLE BUILDING ON SITE. THE GATE WILL BE OPAQUE USING METAL WOOD OR SIMILAR MATERIALS. TOPOGRAPHIC MAP, 1996 , cpammaza aaamma as aaamaaE®aP~aa°$1°aES~ESEms EPaaaaP OCr oPa e~,soa ~va~aaa~:sa~a;a~aar~xe E~cw~i~~~i~~`~~~' aw EaemaaP tam ~a°~ a p~RSmaiv 62 csuas pp~v6e¢&EV ~ fl
~ maw IF THE GATE IS WOOD, IT WILL NEED TO B£ PAINTED TD MATCH THE BUILDING. ~`""At a,~,.°~:°~`°~`°°°°'~~~®°a~ pvS~v9®sNEwx®GP®PR®.x pSe6~FG ~af®E ~ k, ° i
1 ' 5°~®m~va G~ 6~ ' o "r ~JV.ry/ ~a 1,--.
~ ~I
'~i ° I' OF f3ANr`J l , I , . ,e ~~~`~,...,E..~ /1 (DRY DE~Eid1~10N,A~ . ~ I . ~ fir' ~ A ~ , 1 ll!! \ ~ \ ` ~ ~ \ \ ,@ 'm3«¢a PVSVmq Paam EES68°•
' ' ~ ~ ~
A~QITIONAL SITE PLAN AND tAY0U7 NOTES: ' ~ NOW OR FORMERLY Po° , ~ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ Q O
'~I *THESE NOTES ARE 5TANDARD 51T£ DEVELOPMENT NOTES AND SOME DF THESE NOTES MAY NDT APPLY TO THIS \ \ ~ t1Al CL4RK JR. ~ WIFE B~~NDA A. ~
\ a ~ ~ , ` ~ SPECIFIC SITE. \ ID: 0832108 , ' ~ ~ ~ ~ ~ ~ ~ \ \
` 1, COORDINRTE ALL CUR$ AND STREET GRADES IN INTERSECTION WITH INSPECTOR. DB. 1157, P6 350 ~ ~ ~ ~ ~ ZONING = R-Zb ~ ~ ~ ~
2. ALL ROAD IMPROVEMENTS AT LAWYERS RDAO TQ BE COORDINATED WITH JURISDICTIONAL INSPECTIONS \
DEPARTMENT PRIOR TO CDNSTRUGTION, \ G~- \ \ P , ~ ~ ~ ~ \~EkT1=NDE~7 ©[2Y D ENTIpN~ ~ ~ ~ ~ ; ~ ~ ~J AREA EDDA- I ~ ` \ ~ ~ ~j ~ -I-{ ~ Q .
3. DEVELOPER WILL PROVIDE STREET SIGNS (IF REQUIRED) IN CONJUNCTION WITH STATE AND LOCAL \ ~ I ` ~
N NOW OR FORME~Y \ ~ V ~ REQUIREME T5. \ \ ~ ~ NORMA A. J011N50N ~ CHAD HICKES ~ NICO Q~
4. SIGHT TRIRNGLES SHOWN ARE THE MINIMUM REQUIRED. \ ~j~ ' ~ ~ ~ \
S. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/DR APPLICATION OF A TACK COAT MAY DB: 3959, ?G 192 LOT I M6. Q, PG 1;671 • ~ . ~ ~ e }
\ ~ ~ ~ ~ ~ BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLI5H£D BY THE INSPECTOR RASED ON ZONING = R-20 5'-0" SIDEWALK TYP, t ~ ~ ) A ~ ~ ~ ~ o~ ~ ~ ~ ~ i ~ 'r
FI£LO GDNDI1IONS. SEE DETAIL 3 10 ~ ~ ~ ~ , ` ~ / } v 1 \ I'l~tr:l rw II III ~!f ~ it ~ Il ~::~;i!i~ li ~~Il ~if~
6. RPFROVAL OF TH[S PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD SEE SHEET G~-$.1 /BIORETENTION ~ 1 ~~~~iwii~f~ir~ \ l rr I I ~ ~ ~ ~il ~'I~ir~~~~~~11~ ~
CONDITIONS WARRANT OFF--SITE GRADING, P£RMIS5IDN MUST BE OBTAINED FROM THE AFFECTED PROPERTY DRAINAGE/EASEMENT MAP) FOR ~ ` CGES~ CCESSIBLE SIGNAGE `~r~.o ~ ~ ~ ~ ~ A.... ~ SCI ~ O~r 2G.OGE-~1'.I ~ W W W w W w y +la ' ~ V 1
i oWN£R5. BIORETENTION DRAINAGE AREAS SEE D {SEE DETAIL. 1} ~ :w w w w w w w w w w w Q ~
AND EASEMENT MAP. ~ 3.75 I I 7. IN ORDER TO ENSURE PROPER DRRINAGE, KEEP R MINIMUM OF 0.5% SLOPE ON THE CURB. 0 77 w w w w w B€ORETENTION w w w w ~ ~ y~ ~ ~ ~ i ~ ~ ~ n 7?.22' T'`'~'-'o o~ 14.00' r~ I AREA (6R-2) ~ I r ~ ~
II S. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OR-WAY IF DEEMED NECESSARY ~ `~,I ~ Qry "'~~-.r,Ir ~ w w w w w 3,748 5Q. r. .v w w w ~ f~
BY THE LOCAL INSPECTOR, \ I f! •.w, , yw w w w w w w w w w O F 'rr, ~ ~ 1 d: ~
\ CONCRETE APRON 'A o ° 6 1 9. CURB AND GUTTER ON PLANS ALONG LAWYERS ROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY \ N ~O r` 'ti t . ~ ~
(SEE DETAIL 2/14) o• ~-~•2s.os'--~ ¦ ~ ~ ~ ~ a CITY/COUNTY ENGINEERING. ASSOOIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD \ o ~ ~ PROPOSED , ~ ~ ~ , ~w w
~ I+ o ` S. F. BLD coNDrnoNS, ~ _ . ka G. ~ ~ - . o f , ~ Q CONCRETE WHEEL STOPS (TYP.} r
A T RAI A S MENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY \ 14,00 10. THE PURPOSE DF S ORM D N GE EA E \ ~ . ~p9 . , ` 8.GOE o
STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW 15 PROHIBITED. \ ~Dp, ~ w TREE PROTECTION
11. HIGH DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED - ~ ~ ` u' QG~ - ~ ~ (SEE DECAIL 6/10) ,
NOW OR FOP.Iv1ERLY ~ . a ~ 'o ' PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BAGKFILL BEING r ~ y I ~ ~ -y 5~, 0. 32,24 ~ ~ ~ PROPOSED PAVEMENT PARKING LOT /
5. EVENS MIL.110MEOWNI=R,5 ASSOC, c~ W. o, u+ u~ ~p0 _ ~2.Q ' PLACED, BRCKFItL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE ID: 08321091 ~ ' p ~ D ~ ' ` ~ ~ SEE DETAIL ON THIS SHEET 5.40 , ~ o. { ) _ G~
DB. I I45 ?G 491 /y y ~ of Z ~ ~ MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. ~ d~ Gam- ~ ~ ~ ` ~ ,3, - _ ~ 1 § ~ ~ ~ ~-18.p4a ~ ~ P
12. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED ZONING - R-20 '(}f~Q /y y y` ~ 'v ~ A 5~,~ , ~ ,
HA R MOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS LOGS TIMBER JUNK ~ y6'O~TEN`~GNw - ~ 2A 9 D' ~ ~ f = ~ y_ _ 0 STATE ANDS LL E ~ ~ o - _ _ _ So:act----~ I 1.44' I 1'-6" CURB AND GUTCER (TYP.) EE SHEET C-8.1 {BIOR~ENTION
~ r~. ~ r I; AND OTHER ACCUMULAT10NS. i ,3c6 3Q. ~r. i _ ? / 4.00' U' ai - ~m "'Y-~-; {SEE DETAIL aN THIS SHEET] ~~p~' DRAINAGE/EASEMENT MAP} FOR BIORETENTION DRAINAGE AREAS
w ,v w ~ v 5.3~, 13. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLDODLIN£ IS SUBJECT TO THE RESTRICTIONS OF j I ` . ' " ~ ~ 114,Ga.~'LgO~'.' ~.~.,o~i ! o Q AND BASEMENT MAP, ProectNumber: 17.10033
/w W .v ,V ~ 10 79' Q sJ ~ 0 ' LOCAL FLDODPLAIN REQUIREMENTS AND RESTRICTIONS. w~ - ' R2a R ~kc;. 0 5 P}{G. ~~~fp TM 3' CURB CUT
. w phi-~;~' ~S `~•OO r1:< ` , - 2? p ~ ~ ~ SP CAS 14. ALL OPENINGS (E.G., BOORS, WINDOWS, VENTS) IN STRUCTURE BUILT ON LOT SHOULD BE LOCATED A MINIMUM 1 O X70 SIGHT TRIANGLES ,l 0 76 0• R2 t3;0 ~Fy~ tri ~ ~ SP G 1 I. E f Q Q9-0 ; -2Q I Q ~~S ~ O~S~p~l."23.47.~.1 ~ ,~p0af f~ 3.3 Date:
~ o ,i 9.> > ~ ~S ' OF ONE FOOT ABOVE THE ADJACENT FiNESHED GROUND SURFACE APPLIES TO LOTS WHIOH MAY EXPERfENGE ~ ~ PER N.C.D.O.T. ¢ & o ' o n0 4
( ~ . ~ o ~ Q 52.85 ~ 0 ~ ~ ,p~ ~p ~ ~ _ ~ •o NOW OR FORMERLY Drawn By: JLM
SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS), N' ~ rD. D. O oa ~ cv ~ 0., ~ N ~ , , . I x"4.4; ~ .0 4 L,~45' 0 r',• ' ~3 DI o ONCRETE APRON ~ C06Y ARNAZ HONEYCU,
15. P.E. SEALER SHOP DRAWINGS FOR ANY RETAINING WALLS MUST BE SUBMITTED TO CITY/COUNTY ENGINEER ° ~ ~ ~ 1~`~'`'~:- ~ o ' o op ~ 'o ~ ~ (SEE DETAIL 2/14) ID: a8324ao I Checked By: NRP
' PRIOR TD CONSTRUCTED r,., _ ~ ~ - SP u ~ , J DB: 1398, PG I & €
"A I T" RAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM INCLUDING DESIGNED DITCHES MUST B£ ~ " r ~ ~ ~ f' ~ ' ` 9$'72 - ' 16. S BU L 0 ~ ~ ~ N -~-,..,32.00' I 4 ZONING = R-20
SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE IMTH R4.0 p ~r SA C G~ o I / Reviskons: ~ ~ E~ / D6t~6rzo!o On inaf Submittal
THE C{TY COUNTY ZONING ORDINANCE. e ~ - ~ •"a` ~ Q' S n So ~ ~ , - @ o9iauzo!o Per NGDENR
` ` 6 . - ~ , ACCESSIBLE RAMP 18. PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FDR UNDERGROUND DETENTION SYSTEMS MUST BE , ~ ~ , T°o I,I'~ ~2.s E 3`~".FR4NT SE?BACK
~ ~ (SEE DETAIL 1/11) o FURNISHED TO CITY OF CONCORD ENGINEER FOR APPROVAL (IF APPLICABLE}, r ~ ~ _
w _ ~,r ,r 19. PRIOR TO CO, SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE - 22.0$' I`~ 12.G~ 10'X70' SIGHT TRIANGLES
~ ~ PROND£D (IF APPLICABLE). _ ~ - _ .
20, NON-STANDARD ITEMS IE: PAVERS, IRRIGATION SYSTEMS, ETC, IN THE RIGHT-OF-WAY R£QUIR£ A ' . ~ ~ ~ ,I ` ( } ~ , 4 ' X2"44 PER N.C.D.O.T. - -o
' e< RIGHT-DF-WAY ENCROACHMENT AGREEMENT WITH THE (NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) - ~ ' j O ..v_ , _
_ _ , , BEFORE INSTRLLAlION.
\ . ' ~ 60 Sheet Tale: W ~ R/ -
r ~ ti~ -
z- ~ ~ y~ ` _ L ~ ll ~ ~
Accavssi~L1J >'~lvc (~xalv~ ApP~lvn>ix s -r~~ `r
' ¢ # of Accessible S aces Provided ~ - . ~ ~ - ~ ~ ~ ~S TREE PROTECTION ~ CJ' ~ I C
Lot or Parkin Iota # o Parlana Spaces p 4--_ ~~0 P g Total= ti. ~BL.IC ~ ~U8 ~ L.IC (SEE DETAIL 6/10) ~ ~T-0~_~/AY)
Area f Regular with 8' Accessible - ~ ' Regular with 5 Required Provided _ - ~A~ouT
Access Aisle Access Aisle Prov>ded
EXISTING CONCRETE MEDIAN TO BE General0i~ce 39 53 0 1 3
EXTENDED A MINIMUM OF 114.00-FT AS TREE PROTECTION ,
REQUESTED BY THE TOWN OF STALLINGS SEE DETAEL 6 10 t / ) ROPOSED TURN LANE TO BE - -
a. Required cumber of parking spaces based on Town of Stallings Land Ilse Ordinance -Section 152.150. 10'X70' SIGHT TRIANGLES 10'X70' SIGHT )'X7Q' SIGHT TRIANGLES APPROVED AND PERMITTED BY NCDOT Sheet No:
b. For General Office: MIlVIMtIM (1 space per 200 sf CFA) x (80 x (9,71b CFA) = 39 parking spaces required. PER N.C,D.O.T. PER N.C.D,O.T. .R N.C.D.O.T. PRIOR TO CONSTRUCTION nn
LEGEND END BEFORE YOU DIG ~ T``J ~ . CALL THE NC ONE--CALL CENTER AT 811.
non
t~fCHYC11l. I~I.HLk. SUBJECT PROPERTY BOUNDARY .
~aw~ ti REFERENCE. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND XL Wft ® ,wxac= ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING o 30 0 15 30 60 ADJACENT PROPERTY
OF M vi Pmr. SERVICES. PROPERTY DIMENSIONS AND COORIpINATES FOR PROPERTY REFERENCED FROM A Wr cNomaaomn=MOW= arr SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION EXISTING FENCE LINE LINE IT'S THE LAW. STOP - - EXISTING 60' RIGHT OF WAY
~mmMmwioms`oo vac REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES - - - FIELD LOCATED TOP OF BANK

LANDSCAPLYG-PLAiV'TING STAA'DARDS NOTES {REFER~iCED FROM TOWN OF STAI~LIIVGS 7ANIItiG ORDINANCE ~ i SECTION 151,148):
1, ALL NEW PLANT MATERIAL SHALL BE OF GOOD UALlTY INSTALLED IN A MANNER TD MEET THE STANDARDS SET FORTH IN THE NOTES: , Q , ; AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN'. I
1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY,
2. SOAK RDDT BALL AND PLANT PIT IMMEDIATELY AFTER ` 2. ALL TREES SHALL BE PROPERLY GUYED OR STAKED AND MULCHED (3 - 4 INCH LAYER} IN ACCORDANCE WITH ACCEPTED PRACTICES ~ INSTALLATION. P i VAR '
IN THE LAN65CAPE INDUSTRY, T4 PREVENT W9NDS FROM LOOSENING THE ROOTS, 3. STAKING {S REQUIRED FOR ALL TREES IN R.O.W. DR UPON SEE LtNCSCAPE PLAN~T~ ~
REQUEST DF AR80RIST. 4 ~ -
3. THE OWNER OF THE PROPERTY I5 RESPONSIBLE FOR THE CONTINUED PROPER MAINTENANCE OF ALL REQUIRED LANDSCAPING, AND ~ 4, REMOVE EXCESS 501E FROM SITE AND DISPOSE OF IN A tr V LANDSCAPING AREAS, AND SHALL KEEP THEM IN PROPER, NEAT AND ORDERLY APPEARANCE. ALL DEAD OR UNHEALTHY PLANT LEGAL MANNER. 1, SCARIFY ROOT MAS5 OF CONTAENERIZED PLANT MATERIAL. pip, COLLAR ~ S
MATERIALS 5HALL BE REPLACED WITHIN 1$0 DAYS. IN NO INSTANCE WILL THE TOWN OF STALLINGS $E RESPONSIBLE FOR THE 5, RESEED UNMULCHED, DISTURBED AREAS, MfN, 2~ I,r, ~ 2. INSTALL CpNTAINERIZED PLANTS AT '
MAINTENANCE OF ANY VEGETATION UNLESS SUCH VEGETATION I5 LOCATED WITHIN A PUBLIC RIGHT flF WAY OF A TOWN i a/~' NriAN sTRAp FlNSHED GRADE 4' LAYER OF APPROYEG
MAINTAINED STREET DR IS LOCATED DN PROPERTY AWNED BY THE TOWN. s' ~ Nwor vane sroP NNOT. t7m ~ D e' tAR~ ntAn mEE Dir~TER 3, TAMP PLANTING MiX FlRMLY MuLdi i~~,
ROOT CROWN TO aw. Cw~ErER ~ AS PET 1S FlLLED AROUND I EACH PLANT BALL ~ I F I\ I~. I t L~ I i
rr', 4. AT INSTALLATION, ALL TREES SHALL HAVE A MINIMUM HEIGHT OF B FEET, AND A MINIMUM CALIPER QF 2 INCHES FOR SINGLE STEM BE AT FlHISH GRADE EEP MULCH AWAY FROM ~ ~ BaJ. GMlJETfR I 4' ~ i'.~':4hmrz.~ •~~`='xz:~.-`~+ c,~.~`~~` C~ i v ~,J I V I V ~J ' 66 .Sk~~ ~7 ~a? a` 4, OMIT COLLAR AROUND EACH SHRUB ors:,~, . ~:',~,~.1"w~.`a;.. N+`~`_a~~''=~': ;z, ~
TREES. FDR MULTI-STEM TREES, ALL TREES SHOULD HAVE BETIVEEN 3 AND 5 STEMS A7 INSTALLATION. 1fd1NR t• m Y ~ 0 RAL SOR. UNE rDa t' HIGH / 8' IMDE uAY31,WN ti5 ~J CUTS ~ ADOTdN1. ' N,WNUY LAIER OF NULAH WHEN IRRIGATION SYSTEM f5 PRESENT, •v TRENCH AR~ND = ~""s:' yN".~~`"`~ ~ ~;T.:~-~ ~O~IQt' Tent Road '
1~ NAXINtIU OF StDIL 5. ALL REQUIR® SMALL AND LARGE MATURING TREES AND SHRUBS MUST BE SELECTED FROM THE APPROVED LIST OF SPEC§ES FOUND coaEwN~ AcAEprAS~E ~ r~ITIRE PLANnNC een ~_G SUlte 13D S. SpAK EACH PLANT BALL AND ~ • . COncQrd, NG ~$0~7 '
IN THE TOWN OF STAWNGS APPROVED SPECIES LIST. SPECIES NDT INCLUDED ON THIS LIST MAY BE APPROVED BY THE a - t',~2'>ns >tooD STA}~S ruCCEPTA5kE soy. PIT IMMEDIATELY AFTER mGE ~ CGVFA~G INSTALLATION. PLANTING EEED LANT M3X EACHP PUNTUUAE,L TO '
I ~Iw~RI~wE v3~rlt~i s"1R~Aa ' ZONING ADMINISTRATOR 4R HIS/~,.ER DESIGNEE ON A CASE 9Y CASE BA515. ONLY THOSE II~ICATED AS SUCH MAY BE USED AS Flr~~ GRADE NATURU soa / ~ ~ EWN.LY SPAAW AROUND TREE MINIMIZE sErrLEMENr Civil Site Design
STREET TREES. } TYpI~',4~Pi.ANTING BED DETAIL Law Impact Development
••1' a:~~1 6. EXISTING AND PROPOSED TREES USED TD COMPLY WITH THIS CHAPTER 5HALL NDT BE SHEARED, TOPPED, DR DISFIGURED BY =;R; ~ : GR~"'a ! Small-Scale Building Design
aw IMPR~ER PRUNING. TREES SHALL 9E ALLOWED TD GROW TO THEIR NATURAL HEIGHT AND FORM. BEHOVE TYwcu. EtItfSS s~L ~~z ~ atatt7u As S?EasFlm l caowN H£IGHT IN INgiES
FRAM RDDT CROWN I ~ Efft7A1S MEDIAN o 'I Telephone: [phone] I aofarn IN FEET 'I#~iWS RED ~ Facsimile: 704,24$.7951
REN04E TOP t/s BIERLAP uNn~lt,Rem saL ~ ACCEPTABLE CONDITION i.ANDSCAPING-PI.A'VTING DESIGN REQUIREMENTS {REFERENCED FROM TOWN OF STALLINGS ZONING ono ANY NFIIS/PINS, ETG I UNACGEPTABI UNACCEPTABLE CQNDITION I MA"' \ ~NA>, e a a I 1 rGRAOE
ORDINANCE SECTION 152.108}: Boor aAU. ota 1z' RE>aAVE TOP t/3 AF vr&1E VAFdES I ! 1 iG' cEx7 0 0 o Seale:
eASt~ YME~ PttESENT NOTE: 51ZE OF SLANT MATE 3AL: . TREES SPECIFlEO ~ 1D' tER7 EXISTING EflUAL SPACING EDP OF ~j V~11 nl I' ~ 11,
RAISE PIT DO7'!OU to SET 8001' l7iDWH ~ A RDDT COLL4R EXCAVATION FOR ALL TREES SPECIFlEO 1. DECIDUOUS TREES IN BUFFERYARDS THIRTY (3D) FEET IN WIDTH OR LESS MAY BE EITHER MEDIUM OR LARGE VARIET2E5 AS WILL BE DONE BY THE Cfi1' AR60RI5T TO ENSURE THAT AT THE CORRECT HtaGtrr, FlRU SAa. t>NpER RDDT BALt. TREES WERE NOT PLANTED/GROWN T00 DEEPLY AT SOURCE i N ENSURE TkiAF I GRADE BETWEEN ALL PLANTS PLANTNG y~~
DESCRIBED IN 152.108.7, PROVIAED, HOWEVER, AT LEAST DNE-HALF OF THE REQUIRED TREES SHALL BE LARGE VARIETY. DEC€DUOUS (NURSERY. LSCAAE CONTRACTOR 5HALL HAVE SUPPt~R CO GEEPLY AT SOURCE i SED ~d'f ~ sfaALL E~AVE suPPL~R ! . c E S S/ i~ ;
TREES IN BUFFERYARDS OF GREATER THAN THIRTY (30) FEET IN WIDTH 5HALL BE LARGE VARIETY TREES. SUGGEST® PLANT ~ MARX G~uND LEVEL UNE ABOVE R00T aatL IF Grrr ARBOI ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STACK (ANSI 260.1-2DD4) DETERMINES THAT THERE IS EXCISSNE 50~ OVER THE P100T 10T aatL IP arr ARBORISr YP A OWN N TYPICAL PLANTING .BED PLAN : ~ ~ 0` ~iY. rE soy ovER THE moor , ee
MATERIALS ARE LISTED IN 152.106.7. FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX HE7DHT MAC. ROOT BA11 OIA. MIN, ROOT BALL OEP1H CROWN, TfiESE TREES WILL 8E RF~IECTEO, :TEG, _ ; ~ SEAL ~
2" 12-14' ifi' 29' 16' 3" 19-16' 18' 32' 21' 2 ALL DECIDUOUS TREES USED FDR BUFFERYARD SCREENING MUST BE A MINIMUM DF EIGHT [8) FEET IN HEIGHT AT INSTALLATION I RQDT CROWN DEPTHS DETAIL ~ ~ - C3~QC~ -
AND SHALL BE AT LEAST TWO (2) INCHES IN pIAMETER MEASURED SIX (6) INCHES ABOVE GROUND LEVEL. ~ SCALE: N.T.S. REF; MOLDS STD. 0.09 DETAIL i SHRUB PLANTING ETAIL %~r a F~ I
C TREE PLANTING DETAIL I 3TD. #40,09] SCALE: N.T.S. [REF: MCL05 STD. X40.01] ~ /'~i/~'~~~~ .G~ N~ ~i~~, ~S F
SCAL : N..5. M 5 40. T I 3. ALL PRIMARY EVERGREEN PLANTS SHALL BE A MINIMUM OF SIX {6) FEET IN HEIGHT AT TIME OF INSTALLATION UNLESS COMBINED ~ I I ~~IlliIl111~~
WITH AN APPROVED EARTHEN BERM, AND 5HALL BE NOT LESS THAN TEN (30) FEET IN HEIGHT AT MATURITY. I ~ I oS-ar_9¢
EXISTING TREE LINE ~ ypp~Ca&"~~6~6~~G0®06pk@Y~W 6tlgtl~ -¢n~E?~9~&'Inf]a~.'e56~Yp L1~¢a ~S¢~Y6Y.Ydib"aCRiCioa ~W?~9 n]~Cta~
ALL EXISTING VEGETATION NORTHEAST OF THE EXISTING RIPARL4N BUFFER \ ~ 4. ALL SUPPLEMENTA! EVERGREEN 5HRU85 SHALL BE A MSNIMUM DF OGHTEEN {16) INCHES IN HEIGHT AT INSTALLATION, AND 5HALL LOCATED AT DRAINAGE AS4Li~49 C90A GGCZ yS!F~`~" cy~¢~~ i Q~EO~QS x ~pe~ I I
{ ~ ( SHALL BE USED TO MEET THE TREE PRESERVATION REnU1REMENTS AS FEATURE TOP OF BANK ~_°`~°°~'aaa~~ ATTAIN A MINIMUM HEIGHT DF THIRTY-51X 36 INCHES, THREE 3) YEARS AFTER INSTALLATION. ~G / „~,,,:~nx Opp ' ~
SET FORTH BY THE TOWN OF STALLINGS an,~b° ~r~~~~~~~ , ~r~~r~~~~rr~~rr~r~~~~~~~~~~r~~~~_~ `A ~maA~°°~re I
I \ a SPACING OF PLANT MA AL: a ~ ' 1. ALL DECI~JOUS TREES SHALL 8E INSTALLED WITH TREE TRUNKS SPACED A MINIMUM D€STANCE OF THIRTY {3D) FEET APART ANO A EXISTING CEN RLINE OF BRANCH 0 r~~~~~'rra~ JUT. - - am
,x r, xss~=, ~a ~ MAXIMUM DISTANDE DF SIXTY (so) FEET APART. BRANCH 5 INTERMITTENT PER ~ ° ~ ate; aa~.° .o~~s,T -mss >='~..a,~" ~„`,.sm~ i ~0¢~a AR~WC i pc~SV94v j;9 Fdpkq 3¢"- ~ ~ ~.6xw~~, ~ ~ ~ ~ Q ~ ~ ~ ~ BSI p ~ i i
USG MIDLAND QUADRANGLE 4^ -»p~~'~~
~ ~.a , 2 ALL PRIMARY EVERGREEN PLANTS SHALL BE DISTRIBUTED EVENLY ALONG THE LENGTH OF THE BUFFERYARD AND 5HALL BE STROGERED TOPOGRAPHIC MAP, 1996 ~ ~ ~ ~ O 'u ~ ~ I ~ ~ ~ ~ ~ ~
WHERE QUANTITIES PERMIT, PRIMARY EVERGREEN PLANTS SHALL 6E INSTALLED WITH TREE TRUNKS SPACED A MSNIMUM OF SEVEN 7 FEET APART ~ ~ ~ ) 710N AREA TOP O~ SAN ~ , ~ s ~ ~ ~ ~ ~ v~ ' +r ~ , ~
II AND A MAXIMUM OF FIFTEEN (15) FEET FROM OTHER PRIMARY EVERGREEN PLANTS AND FROM ANY REQUIRED DECIDUOUS TREE. NON! OR FORMERLY 6y°' A,~ ~ \ P
11AL CLARK JR. ~ WIF>: BRENDA A, ~ 4` ~ ID. 08321 08~ ~ ~ ~ ~
3. ALL SUPPLEMENTAL EVERGREEN 5HRU65 SHALL BE DISTRIBUTED E1rENLY ALONG THE LENGTH OF THE BUFFERYARD ANO 5HALL BE ` PROPOSED AREA OF LANDSCAPE , ; ~ , , ' ~
STAGGERED WHERE QUANTITIES PERMIT. MITIGATION = 17 054 SQ. F7". D6. 1157, PG 350 T---" ~ , ~ ~ ; ~ ~ \ ~ ZONING = R-20 ~ ~ ~ V I - V
\ \ ~ ~ ~
STREET AND BUFF"ERYARD LANDSCAPE REQUIREMENTS 1 ~ - w~"}
~ \ ~.~FXCE~DRYD ~NTION~\ \ ~ \ \ ~9-~ \\r\..~..~ / AREA (DOA , j .r.~
R re B e and Re fired Pro o e LARGE~IoEATURING TREES AND OTHER ~ ~ \ Re cared equi d uff ry qu p s d , \ T e o~Latadsca 1Yi q ~ i PLANTS TO BE PLANTED ALONG THIS AREA~T PROVIDE MITIGATION _ min ~ ~ Yl? p ~ Aqua W dth ~ ~
Width Plantings LengthlArea Plantings Plantings AND TO FURTHER EXTEND AREA OF EXISTING RlAN BUFFER. ~ ~ _ a V~
G.C. TO COORDINATE WITH THE NORT~f.CAROLINA - a \ ~ ~ \ ~ \ ~ L. VVV I~
Street Yard 10 $ 10 ft DEPARTMENT OF ENVIRONMENT AND NATURAL RES~RCES ~ ~ # ~ ~ ~ \
Trees 2 er 100 ft 1 AND A CERTIFIED ARBORIST OR LANDSCAPE ARCHETE~`F ~ \ \ p 455 ft 0 10 ~ ~ ~
FOR PLANT SELECTION AND SPACING \ Shrubs 1 per 4 ft 455 ft 114 ~ 14 ~ - ~ ~ , ~ ~ , ~ / A f t k~ ~~~fr(\ I~ I I~ l I~ I i~ 71 ~ I 4 \~„~~raw1~('}'' ~~~~fv~;i ii~11~!i~l~~)•r~ii~~~ wl~l~ ~J ~ ~j
\ NOW OR FORMERLY ~I~ ~ z
~T ~ ~~It NORIVA A, JOHN50N € CHAD i11CKE5 ~ NlCO ~ ~ ~ ~ , r ~ ~
ID. 08321090 ~ ~ Perimeter Screening 15 ft 15 ft ~ DB: 3959, PG 192 LOT , MB: D, PG 6671 ~ I W W W W W W W W W W W / r, l~ O ~ 4F., i, j
, _ Trees 9 per 100 ft 395 ft {a) 3~ 36 zor~IN~ - R-2a ~ ~ ,,I ~ W w W W BIOf:1:7E~'710N W W W W W~ ~ I ~ ~ ~ ~ ~.1 ~ I
~ , ~ ii• 1[1 AREA (B~-2~)7 ~ ~ {1.., I CG t('~
p Shrubs 20 er 100 ft 395 ft a 80 SO , EXISTING PLANTINGS TO BE USED IN LIEU ~~`~^e. `.W W W W '1',3~,IQ'S ~Q. ] t. W W W W O
OF ANY PROPOSED PLANTINGS ~ ti;~ i..~ +.u, , ~W W W 11 W W W W W W W ~ ~ C~ ~ ~ ~ ~ ~ W W W W W W ! ~ ti W W ~ ~ ~ ~ ~ 1\
. AS ~'P OVED BY TOWN OF STALLNGS +r'~' ~ Bmldrng Yards b ft 6 ft a ,
~.F, BLDG.
Trees 1 er 300 s ft or 1,733 s ft 6 or 0 P q ~ ,r; ~ o~ ~ ~ /
Shrubs 3 er 300 s ft 1733 s ft ~ ~ 1 18 8 t p q q
~I, U ~ i \ ~ Y \ EXISTING P~INTINGS TO BE USED IN LIEU _ ' = ~ OF ANY PROPOSED PL4NTINGS ~
~ ~ ~ ~ ~ - a, Based on the Town of Stallings Zoning Ordinance, 152.108, Bufferyard lengths taken only to limits of developed area. ~ , ~ ~ I y ~-,w_ .r..- (APPROVED BY TOWN OF STALLNGS) ~
yP f - ~ _ NOW OR FORMi=RLY ~ w I' ~
~ i ~ ~ STPVENS MILL'rI0ME0WNER5 A550C. ~F ~ •fy I, ~ ~ ~ ~ _ ~ ~ - ~ ~ ~
ID: 0832 109 I ~ Y W ~~,r- / / ~
P ~ ~ ~ . \ PARHING LOT LANDSCAPL1iG RE UIREMENTS DB~ 1145, . G 49 I ~ ~ Q ~o ® A - Q I _ 'V f BIOREFEN~ION r"'~'.~ ~ ; ~ ~ T~_
ZON NG - R-20 F _ A . ' ~ Ba ed on To of Stallin s Zonin Ordinance 152.108 ~ ` .~.t- AR_A rgR II ~ ~ ~ ~ , ~ S ~ g ~ ~ '1 f I ,306 SQ. F7. - r
- y y W ~ ~ ' 30 OAK _ Provide 1 ever een or deciduous/2,SDD s . ft. of motor vehicle surface area; 25,554 s . of motor vehicle surface area ~ ~ = ~ ~ _ '
Trees Required; 25,598 sq. ft. !(I tree per 2,5D4 sq. ft.) =1D.24 or l I trees ~ ' ~ pKG ~ PING, S ~ ~
d Trees Provided: I1(lncludes exTSting (2) 24 oaks, (1) 3D oak, and (I) 48 oak.) ~ ~ , / J HfiNp. 5 yAN PACES I. ~
SPACES ~ ~ , ~ ~ * ~ ~
- . , , E'ro~ect Nurber: 17-10-033 ~ ~
1 ~ ~ . ' NOW OR FORMERLY pats: ~ 09-0. -2010
TREE PRESERVATION RE L]REI7ENTS ~ . , Q r 4 r~ . j , KG ~ COBY ARNAZ t10Nc'YCU%
G Based on Town of Stallings Zoning Ordinanee,152.108 ~ _ _ . ~ SP CE ' / ID: 0832~C?O l
Provide a minimum of 5 % tree save area, as a percentage of total area for this parcel. ~ ~ C~ ~ DB: 1398, PG I ;Drawn 6y: JLM
~ w 'k rs, Pr sed tree save.area = 372,533 s . ft. _ ~ ~ 24 OAK ~ q ~ . ; $ 1'~ SP CE ~ Ghecxed By: NRP
- Total area for parcel - 471,323 sq. ft. ~ ~ ~ ~ # ~ S~ _
_ D y:. Q Tree save area as a percentage of total parcel area _ 79.0 /o ~ ~ ~ OAK ~ o6J1612o1o Orl Inal Submittal
~ ~ ~ a9~al~zola Per NCD~NR
I I ` ^-v. _
~r - _1 _ a _ ~ I ~ ~ ~ ' ~ L.
ti _ - ~ ~ ~ - r ~ < `
PLANT LEGEND ' ~ . , . . _
~ ~ r ~ - ~ ~ r ALL PROPOSED PLANTINGS SIi4LL BE FROM THE TOWN OF STALLINGS ZONING , , _ -~o' W-
~IM1 ~ - ~ ORDINANCE 152.108.7 SUGGESTED PLANT MATERIALS LIS ~ . 7 7 r r r ~
~ ~ . u. i ~ 4
1~ _ - r*:. nn Sheet Tstle:
P ~ ~/t/ ` ~ ~f'1 ti~ . _ ~6a ~ ~oa~ -
. _ _ u 0 _ ~ - ~ _ _ 1 ~6a ~u~~ic
-O~-Wqv~ - .
_ _ _
sl~RUg LARGE MATURING DECIDUOUS TREE _ LANDSCAPING _ ~ y ~ y
10X70 SIGHT TRIANGLES PER N.C.D.O.T. _
G.C. TO ENSURE THERE IS NO CONFLICT PLAN
~ ~ WITH PROPOSED PLANTINGS AND EXISTING 10'X70' SIGHT TRIANGLES -
OVERHEAD UTILITIES PRIOR TO PLANTING 60 FT SHARE RADIUS PER N.C.D.O.T.
LARGE MATURING EVERGREEN TREE
r a Sheet No: W
LEGEND ~
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811.
cliolcrr oonocorv oniininnov .rte
.14 W"L I I11wf L1\11 UVViY1jl11\1 II - - - - - - - ADJACENT PROPERTY LINE GRAPHIC SCALE
EXISTING FENCE LINE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND IT'S THE LAW. STOP. ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - - - - y-- - - - - EXISTING 60' RIGHT OF WAY 30 0 15 30 s0 FIELD LOCATED TOP OF BANK ¦
"aw ~a IN vw. „ o SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A or ows GOMM 9 ZMXT 04"m OKY SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
N " REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

GENERAL PRE-CONSTRUCTION NOTES;
'AM iC~S
1. CONTACT THE UT{LITY COMPANY TD RELOCATE ANY EXISTING UT1LITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH
ITHE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCAiIDN PRIOR TO CONSTRUCTION, ALL PROPOSED IMPROVEMENTS AND
CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDOT AND THE TOWN OF
STALLINGS GUIDELINES (THE MOST SYRINGE T SHALL APPLY),
N
1. TH XI G M -M PO SH BE DRAINED PER THE INSTRUCTIONS ON THIS SHEET.
~ Po° P N ANA N TR INS,
E~~I ~EE~E i~G
S AL AREA OF SKIMMER OUTFLOW. 5151 Polar Tent Road
5u~te 130
2. CONSTRUCT SKIMMER SYSTEM PER THE DETAIL ON SHEET 5/11. THE SKIMMER WAS DESIGNED TD DRAW DOWN THE Concord, NG 28027
I POND TO AN ELEVATION OF 675 WITHIN A PERIOD OF 7-DAYS. , _ _ _ Civif Site Design
~w ~ ~ _ _ ~ ~ Low Impact Development
3.INSTALL THE SKIMMER. CARE SHALL BE TAKEN TO ENSURE THAT THE TRENCH EXCAVATED FOR THE SKIMMER ARM - _ _ _ " , ` Small-Scale Building Design
I ASSEMBLY 15 MINIMAL WITH REGARDS TO DEPTH AND WITTH, THE TRENCH SHALL BE EXCAVATED TO A DEPTH ONLY ~ ' - ` _ ~ Telephone: 7Q4.573.162t
NECE55ARY TO PROVIDE POSITIVE DRAINAGE. THE YRENCH SHALL BE EXCAVATED BY HAND OR BY A SMALL RUBBER ~ . - - ` i Facsimile: 704.248.791
TRACK EXCAVATOR. r~ ~ 1~-___..~
ii- . ` y i / ~
H 4. PROVIDE A SMALL RIPRAP AREA AT THE DOWNSTREAM END OF THE SKIMMER. THE RIPRAP AREA SHALL BE A ~ \ ~ , ° f, _ -__~TANDARD SILT FENCE GONCRIrI'E WINGWALL ,l,',i~~;j~
MINIMUM OF 3-FEET IMDE AND 8-FEET LONG WITH A MEDIAN STONE SIZE OF 4--INCHES. THE RIPRAP AREA SHALL BE ~ ~ ,"r ~ (SEE DETAIL 4N SHEET G--~) - (SEE DI=TAIL 4/12) ~ " ~ ~ ~ , _ ~ ~ , ~ _
CONSTRUCTED PER THE DETAIL ON SHEET 2 11. ~ - ~A - ~ _ - _ ~ma as ~ ..ti ~ ~ ~ ~(J~f ~l~i' 'A~'~.Ga~mS.'asJ~vsve.C@miF° .fie c'&T:.n'L~=assas~f 5¢6:+Y~`r5 ~'6tl ;.¢.wa~s.a nab mm.~~.a.?~,'~ac. _ _ _ C''
, ~rv _ ti "a. ~Fna~. _
5. THERE IS A SMALL AREA AT THE SOUTHEAST CORNER OF THE POND THAT THAT IS 2-FEET PEEPER THAN THE 675 ~ -
ELEVATION. THAT AREA SHALL BE PUMPED ONCE THE PROPOSED OUTLET CONTROL STRUCTURE IS CONSTRUCTED PER ' _ - - _ _ / / ~ao~ f ~ ~~~y-.~,--m' -d 1.x,66 '~y~Y~ ~ ~---~~_"~rRi~ra~M-~ m'~j+V~-~-~i+s#+~rrw1~ --m.a~a¢a4~s~.a~a ~3~Vr~ ~ `~;~~~~~~y~eea~..,.-.._ ~,~d~~nw~o-s.a~x®wn wr~Far^ ~ ~ ` e~ +y~,4 ~ '~aaa,~sa=mss ~.r i ~j' ~
ca ,p®e,~ - PHASE I OF THE EROSION CONTROL PLAN. THE G.G. SHALL PUMP THAT SMALL VOLUME OF WAFER DIRECTLY INTO THE f _ ~m~~'~--~ a~z5"0a~pas ecmaa aas~a as ¢ma. a,a~ ~.,~?e!`q~~~, ~~~a- ~/l/~~ ~G~N~ ••r~~``
~ ,i ~wr?±~rA ~~rr~r!~~r!~r+~,~.py~rwi~wllr~a ~O ~A :euma.aa.anesrmema o'a ~-ae~:rra,c~aa ouTLET coNTRDL sTRUCTURE. _ - 49~a¢~a6tlt~60~ii a'761Em.3s~:^>~'~4G&Cda uGK: z.n..~... '.L°~~ Ci~I ~ - ~ ~~ac~ • . . . ~j om~a~ `a ei~rraaa~ . ~~~'~^az ~ "'-~"~~.a ~~/~`~J~ i~'~C~~~ as ~ _ - ASR ~A
1 ~ V@ ySey4PP OG~~s ~ ~~a loll t~1A
EROSION CONTROL_NOTES: ~ ~ i a~ / ~ a ,F l ~ f v~ _ P
H " ~ i yf f n.yM1 ~ 1. ALL STD. NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARQS MANUAL. ~v- / ~ ~ ~ ~ _ - '~r
, _ w- m.- ~ ~ sae sn maa~ue~ss¢suas~ '+c^rscsr , .
- ~ ~ p4~ / - T N AN P IT FROM TH Z KING AQMINES OR. ' x~ ~ ' _ ~ ~ 2. ON-SITE BURIAL PITS REQUIRE AN ON SITE DEMOLI 10 L DFILL ERM E 0 TR~T ~ ~ ~ _ _ _ _
l ~ ,/-6 - s _ _ - _ - _ _ _ - - ~SK(M~1ER STRUCTURE SST=2" _ " ~ :
~ ! ~ ' 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE 5 ERO510N CONTROL ~ REQUIRED 5~41~~48R~ SIZE = 6-IN. - _ _ - - " 11 ~ ~
ORDINANCE AND IS SUBJECT TO A FINE, ~ , _ _ _ - _ ~ REQUIRED ORIFICE OIAMEC,F.~'-- ~5:2-11~. ~ _ , ~ ` ------~~SC`E~DETAIL 5/11)_--_~` - _ m~ - \
i ~ , ,
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATfON OF THE STATE'S EROSION ~ ^ ; ' f'i 'f f' - _ _ _ _ _ _ ~ ~ i i - ~ ~ r / ~ l ~ ~
: i.~ ~ CONTROL ORDINANCE AND IS SUBJECT TO A FINE, - ` ` ~ ~ " ~ / ~ / ~ / i ~ ~ ~ rte'/~' /
~ ~ , i
5. ALL SLOPES MUST BE SEEDEQ AND MULCHED WITHIN 15 WORKING DAYS OR ~ CALENDAR DAYS, WHICHEVER IS SHORTER, ~ ~ , / 1~ RIPRAi' ENERGY ~
~ ~ i ALL OTHER AREAS, 15 WORKING DAYS OR 90 CALENDAR DRYS, WHICHEVER 15 SHORTER. REFER TO THE EROSION CONTROL ~ . DISS~~PATOR AT BR 2 OUTLET
ORDINANCE FOR ADDITIONAL REQUIREMENTS. / - ; ~ 'SIZE ''4-FT WIDE X 6~-FT LONG ~ „~~~rw~, C~ ~1
t ~ ~ ~i;~~~rIl11A' ~l~~~wIAII~ri~~~~~~1A ~~'~rlrl~~~ ~ ~ [J,~V ~--iN. ~ ~ ~~ii~i i ~
8. ADDIIiONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVf OF NCDENR. ~ - ~ ~ ~ ~ ~ ~~'~i~''~"~°"""~ ~;rr+ / / / ~ ~ 1 ~ ~ ~ ~ } / ~ ~l~ ~ ~i r«.d
! .
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2; 1. FILL SLOPES GREATER TITAN 1O' REQUIRE ADEQUATE TERRACING MCLDS ~ `~f.4,.. / ~
X30.16]. SLOPES STEEPER THAN 2:1 SHALL BE EVRLUATED BY A GEOTECHNICAL ENGINEER ANp MAY REQUIRE STABILIZRTION. ~
~ ~ 8. A GRADING PLAN MUSY BE SUBMITTED FOR ANY LOT GRADING EXCEEDING DNE ACRE THAT WAN T PREVIOUSLY APPROVED, ~ ' ~ ~ ~ " w ~ - - -
~ ~ ~ / \
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUGTTON ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED 1`, - - ° l.. ~ ,w _ _ _y- ~ _ it . l~ ~ ~ ~ ~ ' f I ~ ~ ~ ~ iL.~
P - N M N . IF APP C - _ ` f ~ - RE GOSNTRUCTIO EETI G ( U ABLE) V ~ ~ _ ~ ~ ~ ~ a ~ - ~ - ~ ~ ~ Il- ~
~ ~ ~ V ~ ~ ~ L~ ~
1 } •r ~
~ . OVERALL ERASION CONTRC~I. P~,AN NARRATIVE: ~ ~ W _ _ ~ ~ _
THIS EROSION CONTROL PLAN WA5 DEVELOPED TO MINIMIZE THE CONSTRUCTION IMPACT ON ~ ` ~ - ~ - ~ ~ % ` ~ _ ~ - ~ i` - ~A 1~~ ~ ~ ~ ~ ~
THE ADJACENT 1Q0-FT RIPARIAN BUFFER. THE SITE 4MLL BE DEVELOPED IN THREE PHASES. - - ~ ~ ~ ti ~
1, PRIOR TO PHASE I DF THE EROSION CONTROL PLAN YHE EXIS'DNG MAN-MADE POND ~ ^ ~
SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 (PRE-PHASE IEROSION - _ ` ` ~ `
'CONTROL PLAN). TWE TIME FRAME FOR DRAINING THE POND IS APPROXIMATELY 3 QAYS. ~ ~ ` ° ~
w ~ , _ v ~ , ~ ,
2, THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT ~JTFLOW CONTROL ~ ~ ~ ~ ~ ~ ~ ' ~ r ~ -
STRUCTURE, ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVAI7ON 875, THE OUTFLOW ~ ~ ~ ~ - - ~ ~ ~ ~ ' ~ _
CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET C--4.1 PHASE I EROSION ~ ~ ~ ? ~ ~ _ ~ _ - ` ~ - _ - - ~ ~ ` { ~ ~ ~ ~ ~ ~
CONTROL PLAN). FOLLOWING COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO ` ~ . ti , ~ ~ - ~ ~ ` ,
~ , - LAYERS OF HIGH HAZARD SiLY FENCE IMLL BE INSTALLED. THE ONLY GRAQING ASSOCIAT ~ ` ~ M ,
; ' 1_ ~ ~ may- 'WITH THIS PHASE WILL BE THAT REQUIREQ TO "PREPARE THE EMBANKMENT CONSTRUCTION ~ ' ' ` ~ ' ~ ~ ` '
- -
FOR THE PROPOSED SKIMMER TRAP. CONSTRUCT}DN OF THE SKIMMER TRAP WILL BE ~ ' ~ ~ ~ , ~Y \ ~ ~ ~ ~
'CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND _ ~ i~ ? ~ ~ \ a ~ ~
COMPACTED UNDER THE DIRECTION OF A LICENSED GEOTECHNICAL ENGINEER. TIME FRAME ~ ~ ~ ~ ~ ~ ` ~ ~ - ~ '~r,~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Project Number. l 7- I 0-033
FOR PHASE I (EXCLUDING THE POND DRAINAGE} IS APPROX. 1_3 DAYS. ~ ~ t. ~G-.~, ~ ~ - ~ ~ ~ , n _
_ ~ ~ ~ 5~ ~ ~ ~ Date: 0 09-~ I -20 14
_ 3. ONCE THE SKIMMER TRAP HA5 BEEN CONSTRUCTED PER THE APPROVED PLANS AND•~,~ ' _ _ t ~ r
INSPECTED PHASE II WILL COMMENCE. PHASE TWO 1MLL INCLUDE PREPARATION OF THE y " ' _ Dr2tivn py: JCM
r. - BUILIQNG AND PARKING LOT PADS. MASS GRADING WILL START AT THE HIGH ENQ OF THE"`--w~:.~ ` ~v ` ~ - r~ ~ ~ ,L..~ ~ 'J~
, SIYE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. TEMPORARY T~: - ~ : ~ _ ; , _ Checked By: NEZ.p
M.. _ , ~ DIVERSION CHANNELS YELL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. ~ R' ~ W- _ _ _
~ ~ - ~ ; +r ~ ~ 1 TIME FRAME FOR PHASE II IS APPROX. 3-5 DAYS. IT SHOULD BE NOTED THAT THE f = _ _ _ - - ~ v~5ion5~
SKIMMER SEDIMENT TRAP 1S WELL OVERSIZED ANp CAN ACTUALLY HANDLE UP TO A 5D--YR ` , ~ _ _ , ~ o61~G12C~o On inaC 5ubm~ttal i
~ STORM. ~ ~ ~ ~ _ , ~ _ _ . ~ ~ , oeio~r2o3o Per NCDENR
4. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BA51NS ~ - - ~ - ~60 P , ,UBLfC -
r AND CURB MAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS ~ ~ ~ ~ ~ _ ~ . ~ , .
\ " ~ ~I A TRADIT10NAL SEDIMENT TRAP THAT WILL BE GONVERTEQ TO A BEORETENTION FACILITY ~ - - ` ~ ~ ~ .
~ , , ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE (C _ ~ ~ i ~ ~ ~
_
0.5-ARRES) WILL PROVIDE SEDIMENT TREATMENT THRU THE USE OF STRAW WATTLES AND ~ ~ f ~ ~ ~ i
CATCH BA51N INLET PROTECTION. ~ l - _ _ _ ~ Sheet Tale:
1
5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE
LANDSCAPE DETENTION POND V~LL PROVIDE SECONDARY TREATMENT THRU THE USE OF PRA-PHA~~ I
SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER.
i ER~SI01~
T N - TR T 11. C~NTR~L ~ -
BEFORE YOU DIG CALL HE CONE CALL CEN E A 8
} ~ PLAN
T. P s o SEC o t~ o:~
GRAPHIC SCALE W
SU J T PR P RT Y B EC 0 E Y BOUNDAR - - - - - - - - ADJACENT PROPERTY LINE Sheet No:
- - EXIST1NG GRADE 0 15 34 6D
_ . ~ . _ - . cvicnn~e ~n' nir_uT nr 1A1T V
~n.,~ I1V VV \V iv vi ani 6$0 PROPOSED GRADE
FIELD LOCATED TOP OF BANK
~aw~e~c~ REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND m ca wctyxoxv"n ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
dOrLl%M6 M rtC4[ OA SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A WAMIR}I o ~ °umm m sm= m o p* r/IV.lelu@ W AM 6 or,mroaowaMMMU&" my SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
ao n -rrt ai4YL w W omuorr, x mVWM tr 7m*m mQWL.cwommml[wlm,1m07¢ REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES
. m ~ C~4.0