20100735 Ver 1_Site Plan_20101027

1. ALL PARGEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ADJACENT Q
PROPERTIES REFERENCED FROM A SURVEY GOMPLETED 9Y GRIFFIN SURVEYING am ~ ~ _
SERVICES. PROPERTY pIMENSI0N5, COORDINATES AND TOPOGRAPHIC INFORMATION ' m
REFERENCED FROM A SURVEY COMPLETED BY GRIFFTN SURVEYNG SERVICES.
2. THE U11LITIES SHOWN ARE FOR THE CQNTRACTOR'S CONVENIENCE ONLY. THERE
MAY BE OTHER UTILITIES NOT SHAWN ON THIS PLAN; AMICUS ENGINEERING ASSUMES
NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR IS RESPONSIBLC ~ ~
fOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ODNSTRUCi1ON,
ANY CONFLICTS CONCERNING UTILITIES THAT ARISE DURING CONSTRUCTION SHOULD BE w ~ ENGI NEE~f I~G
'IMMEDIATELY REPORTED TD THE ENGINEER. ~ ~~'Y~~~ R ',I, 551 Polar Tent Road
` ~
TH A PROPRIATE UTILITY COMPANY AT LEAST 3. THE CONTRACTOR MUST CONTACT E P 1 g ~ CancardulteNC 28027
4$ HOURS PRIOR TO TWE BEGINNING OF CONSTRUCTION TO REQUEST THE EXACT FIELD Civi( Site Design
LOCATIONS OF ALL UTILITIES, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TQ Low Impact Development
ULTITIES OCCURING DURING CONSTRUCTION AND MUST PROVIDE 48 HOURS NOTICE ~ VIGIN[TY MAP ~ Small-Scale Building Design
PRIOR TO THE REPAIR OR REPLACEMENT OF SAID UTILEIIES. SGAL~: N.T.S.
Sheet Tale Sheet loo. R~PERENGE: UNION GOUNTY G15 Telephone: [phone]
4. ANY EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM TO THE facsimile; 704.248,7951
I 0 -Scale Exist~n Site Conditions C- I ,0 IR ENrS SET FORTH IN 7HE NORTH CAROLINR EROSION AND SEDIMENT CONTROL REQU M
MANUAL. 5e~le:
40-Scale Existin Site Conditions - , CI 9
S. THE CONTRACTOR 1S RESPONSIBLE FOR ENSURING THAT ALL PERMITS AND , NOW OR `OFI~16Z'. Y I tsllfli?;~~,,
Site La out c o y aMr M~u[M~ ~ sv.aa32i lza ~ ~
APPROVALS HAVE BEEN DETAINED FROM THE NECESSARY REGULATORY AUTHORITIES DH: 3439, PG 19ID124 ~ ~ ~ M0. d, ?G 998 I ,,I^ i .
PRIOR TO CONSTRUCTION. EN THE EVENT THE CONTRACTOR IS UNCERTAIN ABOUT Landsca in Plan p c-~ . o 9 (r~IRON ~ ' ' , ~a
PERMITTING RE4UlREMENTS DURING ANY PHASE OF CONSTRUCTION, THE CONTRACTOR Nax A~ / ; . ~ 'REBAR _ e ~ S C A L ~
SHOULD IMMEDIATELY CONTACT THE ENGINEER, THE TOWN OF STALLINGS, OR THE Buffer Restoration/Enhancei~nent Flan C-3, I a~N 4Ch1R1970P~t-9t 3. ~ !r`QVJOP;FORMG~I.Y V~L~Q6 _ \ i0 G&321127 \ G,20.iNA C-0,: ON[LOPCYS LLC 'i ~ "
NT PRIOR TO PROCE DING. ~ ~06: ~ UNION CQUNTY BUILDING INSPECTIONS DEPARTME E 3 frta NOW Obi PORMCRY top U5~ 369q, PG 23A LT 23 \ / ' l ~ ~ ID: P8312D01 L ~ ~ .~~t^, PAB: PG R98 U Db: &29, PF 422 ~~•°a''Yn Gr frON7 O(i PORMCRY ONING = 120 / ~ ?OLI^1G = C-20 ~j~~.(. • J ~ i y ~ R;, ~ ~
- r ~ n tr l Plan G~GOP~~POO~ Pre base l E os a Con o P C- .0 ~ \ 4 2.GOP,Y 5G01`P06iC~ C., G> ~J,7~'2 ~ ~ ~A~
6, IF EXISTING CONDITIONS PROVIDED DN THE PLRN DIFFER FROM THOSE AT THE SITE, iotaa ~rs~2s ~ 9~s.PGiaaiorzz ~ ~ ~l~~Illil6'~111~~ I
- ~,a: 976, PG I as for zz CONTACT THE ENGINEER BEFORE DEVIATING FROM THE DESIGNED AND APPROVED Phase I Erosion Control Plan M6: 9,<'G999 C 4.1 ~'OwOR=OP.MCR:: dQNI~vG=R-2C GIB:9 ~G999 ~ ~ :i' (d-~f~I~l6 ,d~NhVG=R-2~ ~ ~ ~i
\ GLCN 1. i5W~1I.3 LAYOUT. Phase II Erosion Control Plan r/~_ W°MA7,uYR~P. / O I \ M ~i i
98: 9'a6,?G u,4lDi'cl ~ r' M®: G, PG 99a ~ f cl ~ /r r~f~ ~ y
7. THE CONTRACTOR SWALL TAKE MEASURES TO PROT'EGr ANY ADJACENT PROPERTY, Phas III EraSi n Control I ~an NcWORPC~,r~Y zoNING=~zo / e o C-4.3 tJ,ICNNCL G. MCRL°~' / ~ EXISTING ZONING CODE SUMMARY
PUBLIC UTILITY, ROADWAY, RAILWAY, AND THE SAFETY OF THE GENERAL PUBLIC. 3N"`9ONNA9. / . In: aa3z E 3 zT l ~ / ~ ~ IRON i
. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES AND REPERCUSSIONS OCCURING C_ 0 96: 966, PG 7OG Ler 20 _ Grad in Plan 5 !~~9:0.'G9~ " _ e PROJECT NAME; PROPOSED PROFESSIONAL 6UI~DlNG
9 BONING = R-2G \ ~ ~ FROM THOSE DAMAGES. NapveReca~!e~r / ; ~~~t ' ° ~ PROPERTY OUVNEIR; Now OR FORMELY EVIN D, ~ MA A ET C. BI NA '
JOHN 5TAN6LY'~;ANCR ~ ~ Unlit Plan C-6.0 ~ RN.F~ / xisTiNC FzadK WALL , ~ ~ K RG R G M \
Y f9 06321 X23 ~ , 8. NO FORMAL GEOTEGHNICAL OR ENVIRONMENTAL INVESTIGATION WAS PERFORMED BY a3; sGG: zs7 tO' 19 / ~ \ M6: 0, Pu 996 PARCEL P.I.N. 08324002 .
AMICUS ENGINEERING TO EVALUATE WHETHER OR NOT ANY HAZARDOUS, TOXIC, OR Pre-De e10 ed Dralna e Ma C- .0 ,o"'tiG=Z-`~ / \ J IsTiNG ~oc+~ WAL1;' ~ ~ CIVIL PLANS PREPARED BY: AMICUS ENGINEERING, PC C~~Y---rrr
P 9 Now ox Fo~ua~~ (~jlROb~ , ISTING I: ~o5r~n ossrau"~~ BAk`. HARMFUL MATERIALS EXIST OR ARE CONTAINED WITHIN THE LIMITS OF THE PROPERTY, +WIPf ~ ISTING FLAY" 'EXISTING PIAY'AREA
R P N B UTY FOR NY REMEDIAL ACTION THAT h ~ ~o: csazi Iz2 / ~ ~ AMICUS ENGINEERING ASSUMES NO ES O Sf I A Past-Develo ed Drama e Nla C`~.0 90 96a,'G943.O1 8 P~iONE: 704-573-162 I ~
. p 9 ~ MB. 9, PG99a XI5TING BATTING MAY ARISE IF SAID MATERIALS ARE DISCOVERED DURING THE COURSE OF Nowcr~~nN,v~.r zoN3NC~wz9 t Q ~ G~~.usreaa~ ~ ISTING BUILDINt;`~ ~I5TING. BATTING CAGE' °
N TRUCTION NOR IS AMICUS ENGINEERING LIABLE FOR ANY LEGAL RAMMIFICATIONS rn C-V . I :MPeu-newN~ti~: GD ~ Bioretention Drama e Ease ent Ma l suiLpiric~~ ZONING: 0-l JURISDICTION; TOWN OF STALLINGS ~ ~
IC7.Oa321 i21 F~ THAT MAY ARISE SHOULD AN ENVIRONMENTAL LAW BE VIOLATED BASED DN THE ~''~`~.PG~`Di17 / \ M9: 0, PG 998 ' FLOOD MAP NUMBER AND DATE; 3710551 I OOK, 03-02-2009 ~ ~ ~ 'j
_ - ~ ZONpNG=R-2C ~ : h BaS~n Draina e Ma C 9.0 F S D MATERIAL. Catc DISCOVERY 0 AI 9 p
NOW ORS=OWdCF.LY ~ wATERSI~ED: G005E CREEK ~ ~ p / ~
~~n; ~er~~ t ~rrrN nlNr~ ~ " ~ ' C` 10.0 ao:c63z~IZO i R THI PR PERTY IS BASED QN THE INFORMATION Site Detalls Sheet ~ o 9. THE PROPOSED SITE DESIGN FO S 0 ~0 SETBACK (FRONT): 30 FT ~ ~ ~ Q Q
D$: » 136, PG 3e6 lb: 16 ~ ~ ,y;~ u0: c, ?G 999 ! ~ i PRO'IDED BY THE GUILDER, DEVELOPER, ARCHITECT, AND f OR CONTRACTOR. lT 15 THE 2oN~NG ~ ~2a ~ ISTING SANITARY, SEWER CLEANQUT ~ ~ ~ ~ sNOU~ ,ry MIN. SIDE YARD (L): ! 0 PT, 20 FT MIN. 5IDE YARD {R); l 0 P'f l~ ~ ~ ~ Z
RIM' ELEV.,~~ 693?96 FT S'te Details Sheet 2 C- I I ,0
~f RESPONSIBILITY OF SAID BUILDER, DEVELOPER, ARCHITECT, ANDfOR CONTRACTOR rO r - . MIN. REAR YARD: 30 FT J ~ ~ ~ ~
VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE INFORMATION IS CORRECT AND N~voRPORM_~.r ro_,; ; QAVtC Y. KEt 4 E'1?RJ C. ~'V91 r ~ , f ' ~ ~
Site Details Sheet 3 C- ! 2,0 I~:C5321Ii9 PLETE. AMICUS ASSUMES NO RESPONSIBILITY FOR COMPLICATIONS DURING COM J8. .325, PG-~12 LO?IS a''` mte:o.'G9°a ~2s--- r''~ PARCEL SIZE: 471,3231 ! 0.82 50. F'ffACRES ~ ~ ~ z ~
PERMITTING AND CON511RUCTION THAT ARE A RESULT OF INOOMPLETE OR INCORRECT - zoNiNC=R.zo ~1<. ~ Site Details Sheet 4 C 13.0 EXIST[NG USE: RESIDENT€AL
T I N F A DN. IROid~ " ~ . N'ew oa eo~seuv ~ ~ e , SI E ORM TI ,~5 R~ ,„-~e1~N~. slGna++4Mn~c,.i~c ~ m; ob32aeo~ ,
`r Q.31' ° .98:2'963. PG . ]a y ~ , Site Details Sheet 5 C- l 4,0 ~ p~ ~ 7~NINGp~-z~.._ EXISTING PARKING PROVIDED: 0 SPACES ~ ~ ~ ~ ~
~ _ _ o~ ,r ' ~ 5ti ~ ~ ~ ~ - o AREA OF EXISTING BUILDING COVERAGE; 1,353 50. FT ~ ~ ~ 0 n
EXISTING SANITARY EWER CLEANOUT ~ - ~ xISTING-CENTERLINE OF BRANCH ~o S ~IIRANCH IS It~kTERMITTENT PER ~ ~ ~ ~ AREA OF ADDITIONAL EXISTING STRUCTURAL COVERAGE: 177 50.11' ~
RIM ELEV. = 687.44 F'T / USGS ~11I3L~ND QUADRANGLE ~ I
' + ~ TOPOGRAPHIC MAP, X96" - ~ - - Now oR Fc~NIeP~.r P.P: ^ ~ ~ r i TOTAL EXISTING STRUCTURAL AREA: 1,540 50. FT O
TNOA?A5 W. COk d W;FC 6ENNIFRS. ~ ~6: D332i p33 C' ~ ~ AREA OP ADDITIONAL F~15TING IMPERV10U5 COVERAGE; 0 SQ.FT
D&: 9a3. W.=6C?1DT8 f j 't~., ~ ' LI6i PG 667 / = ~ ~
/i Y. ~p TOTAL EXISTING IMPERVIOUS AREA: 1,540 50.FT ~ '
,SOP / ~'~20 ~
/ , i` w ~
~~oi -,A
NON' 0°ORM[2LY ~ 1 ~ X[STCNG GRAVEL WALK 'WAY : dWIFCflRLtiDAr ;
Io:ae~2lca?~ P. ~ ISTING GARDEN AREA -
EXISTING SANITARY SEWER MANHOLE Ja,f157,PG35oLOr5 Nawo~~o~MEUr MB: 4. PG 667 ~ "n.~2 RIM ELEV. - 6$2.60 FT zoNING = r w - / ~ ~ ss--R.,~ Noorx* Gru~P~ ~wG~s asr~eur~ 9. N S. I
INLET INV. ELEV. - 676.$0 FT /:"ti " ~ i ~ In:9~2~oos
OUTLET INV. ELEV, - 676.70 FT zoNING = e-zo ` , ~
EXISTING FLARED END SECTION ' INV. ELEV, = 6$9.51 FT ~ ~,F ` ` ~ ~ _ _ ISTING CENTERLINE OF BRANCH
r --.e:: *„~~_%ti-.. _ . l ~ BRANCH IS INTERMITTENT PER PPO,ECi: NU?I~E!': 17• I
EXISTING FLARED END SECTION .F ~ P:P ~ _ ~~,~~~~~~-I,c~„~= ; _ r USGS MIDLANb QUADRANGLE
INV. ELEV, = 692.59 % , ~4 ~ ~ - ~ ~ ~ TOPOGRAPHIC MAP, 1996 ~ ; ~ rw ~d~P.: Q I Q- i i -2Q I ~
- _
\ nnl.ca2ra' aNn=^_e~eNOAA r "'w*,":., , - _ _ ~rawr 6y: JLM
EXISTING STORM MANHOLE o6.II97,w3~o _ \ ~ , zoN,N~. Raa N-~ RIM ELEV. - 694.59 FT ~ ~ I - i
INV. ELEV. 689.79 FT hCRMA r~n~SON s cnau aic~rs a Nuo 4 BRANCHlWETLANDS LINE TABLE crEG~a ay; rJ~~
i IC p832ic5o .,r KEBAi~/ • " I 9e: 9959, eG X92 U}T i M6:0, PGG671 ~ '.p.1 ~ IRON~~~~ ' ZOh:NG o R-2O ~ ~ ~ ~ LINE LENGTH BEARING I Revl5con5:
. - ~i~c / „ P/L :~ry'. i` EXISTING POND ' 'a. L1 12.46 S8D°36'2D"E 06/16IZ010 Or. InalSubmittal '
- t , EXISTING CATCH BASIN _ ?p' sea Nowa a~pr•. • ` r, , ~ l " o€~ L2 24,8D S84°55'56"E !o1i 112010 Per NCDENR~~
RIM ELEV. = 694.70 FT ~ 9r~VP,M19M~ v / ~ : - _ ~ ;rZ~ ~ p/~ XI5TING BUILfl1NG TO .1 - ~ ~2"c~enrr _ ~ naMrmM4!e5 a~soe. C.. _ _ - ,~0~' i INV. ELEV. = 690.22 FT ~ 11~-_ - - D, _ ~ ~ BE REMOVED L3 25,63 565°01'41"E
, 6 _ _ ~ oar ~ w5, PG 49r -24" ~1K' ~ - , ' t~ . _ _ _ I 5 _ ~ ~-1 ~ ~ -S5' EXI5T7NG HOUSE J.. _ - L4 41.79 859°DO'09"8
. , 0 , r ~.Y `'~"-,..,,.,c ~ . - _ -30 OAK ~ ? ~ 0~0 Now oR ~wu*~r L5 22.82 S50°37'52"S
1 ! =~3~'~' _ ~ , ry• waraPN~noNe+cr,~r XISTING BUILDING ~ ~ ti L6 31.58 S59°54'33"S~ ~
-.,~s~ _ - ~ ~ - , `-~-2 E.~ ` ~ zoNING r x.20 uw \ ,x ~ ~ r ~ ~ ~ L7 90,74 S60°59'48"E
_ " ~ - X24" OAH 24, OAlC 36"~ " ~ \ \ - D y L8 23.93 546°4T36"E ~
_ A, - ~ P i ~ - _ - ~ ~ ~ Gas `'^.-.-r.: t _ OA,K : ~ , ~ _ ~ ` f ~ . ~ _ S :w L9 27.49 558°DO'35"E
- . . _ ~ _ ~ 1 EXISTING STORM MANHOLE ~ = _ ,P. , EaoN ~ _ v ~ v L10 33.99 S59°56'13"E Sheet 71tIe:
RIM ELEV. = 696.48 FT Rte.-- , - ` ' ` , , ~b s~,R/W w _ -~a-.aa~c - - c~av~ ~»v~- _ ~ ~ ~ _ _ , L11 32,12 S42°21'07"E '
INV. ELEV. = 689.48 FT EXISTING DROP INLET - - - - ~ -Ta RPlf- ~ . , APP - RIM ELEV. = 691,55 FT - ' - _ - --.F- i ~ ~t . L12 26,D8 S48°38'44"E
EXISTING DROP INLET INV. ELEV. = 688,25 FT Y` Nor=---~` ;,~rf--~`A ° -~ti _ - L13 21.26 S11°2D'26"W OV""V V~~~
RIM ELEV. = 692,69 FT NG 6 1P Y - - p~'-~ EXISTI 3 P E EXISTING WELL rO ~ :~--~-~r- ,m - ~ - ~ _ - INV. ELEV. 689.29 _ ~ _ _ ~ ~ - - - INLEt INV. ELEV. 687.36 r_ _ _ - ~ Y L14 27.62 552°25'32"E ~ 1 L15 42.2$ S65°30'37"E E~ ~ 1 V
BE ABANDONED m~#u~p~..-__,~N~~ OUTLET INV. ELEV. 687.35 FT _ L16 54.30 [V16°32'29"W 1 tl
LENGTH = 5.50 FT EXISTING HOUSE TO - _ - _ SLOPE W 4.2~ F'~f ~.P, L17 45.32 505°10'49"E
BE REMOVED EXISTING PIPE L18 34.27 S1D°49'38"E J
INLET INV. ELEV. = 676.93 FT EXISTING POWER POLE TO BE RELOCATED OUTLET INV. ELEV. = 676.25 FT BEFORE YOU DIG CAIi_ THE NC ONE-CALL CENTER AT 811. G.C. TD cnQRDINArE WITH DUKE POWER L19 40,93 SO7°D3'12'MI ~ I I ~ oA V V
EXISTING FLARED END SECTION LENGTH = 52.50 FT L20 21.89 S41 °52'57"E ~ v
~ INLET INV. ELEV. =UNKNOWN SLOPE = 1.30 L21 11.77 S32°5D'63"VU
EXISTING CATCH 6ASIN OUTLET INV. ELEV. = 683.63 FT ~ Sl`aP LEGEN INVERT ELEVATIONS UNKNOWN LENGTH = 72.50 FT L22 27.46 S11°26'a0"E
SLOPE =UNKNOWN R Y SUBJECT PROPE TY BOUNDAR BQUNDARY L23 30.46 S1D°D8'45"W Sheet No:
- ~ ADJACENT PROPERTY LINE Y LINE L24 20.7D 566°49'10"W
- - - - - . , - - - - - - EXISTING GRADE ~ a~ enn°ao~~~~~c
- ~u-(3HU-IFHu-12u-1214u-o u EXISTING OVERHEAD UTILITY UTILITY GRAPHIC SCALE L26 26.92 852°42'55"E
-w -v -v -v -v -w EXISTING WATER LINE L27 200 533°10'01'W
- REFERENCE: ALL PARCEL AND BOUNDARY INFORMA11ON FOR THIS PROPERTY AND cis - srs - aes - cas - cas- sas - EXISTING GAS LINE .,,,~w~q 100 0 50 100 200 E L28 32.60 507°26'19"W
AEmft mvia. ON= umsemr. mwomImm0M(Wim=Mft ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING EXISTING FENCE LINE °ow.si0"0`R:pAn 0"an mm tl03tl6 m SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A EXISTING 6O' RIGHT OF WAY OF WAY F BANK L29 23.25 875°25'11"E ¦
w'"°'M WlYROWEL NV FIELD LOCATED TOP OF BANK CF ta~WKWW M SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION W= WW'AK 7w omm uwUa*MOM Tome &7wcopn" REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES O

GENEARL SITE PLAN NO
1.
ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY, ALL SIGNS MUST MEET THE REQUIREMENTS
PROP05ED ZONING CODE 5UMMARY
SET FORTH BY THE TOWN OF STALLINGS DEVELOPMENT ORDINANCE AND ANY COVENANCE THAT MAY
PROJECT NAME: PROPOSED PROI=ESSIONAL BUILDING
APPLY FOR THE AREA.
PROPERTY OWNER: NOW OR FORMERLY KEVIN D. * MARGARET C. BIGNAM
2.
SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE
4 INCHES THICK, CONSTRUCTED ON AN ADEQUATELY GRADED BASE, EXCEPT WHERE A SIDEWALK
PARCEL P.I.N. 08324002
CROSSES A DRIVEWAY IT SHALL BE 6 INCHES THICK. SUBGRADE SHALL BE COMPACTED TO 95%
CIVIL PLAN5 PREPARED 5Y: AMICU5 ENGINEERING, PC
OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE SURFACE OF THE
SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISH AND CURED WITH AN ACCEPTABLE CURING
PHONE: [phone] G21
COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN 5 FEET AND
ZONING: 0-1 JURISDICTION: TOWN Of 5TALLING5
EXPANSION JOINTS AT INTERVALS OF NOT :MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A
LATERAL SLOPE OF (1/4) INCH PER FOOT.
FLOOD MAP NUMBER AND DATE: 3710551 1 OOK, 03-02-2009
WATERSHED: G005E CREEK
3,
ALL PARKING SPACES SHALL BE 9 FT WIDE AND 18 FT DEEP. SUBGRADE FOR PARKING LOT AND
LOADING AREAS TO BE COMPACTED TO 100% MAXIMUM DENSITY OBTAINABLE WITH A STANDARD
MIN, SETBACK (FRONT): 30 PT
PROCTOR TEST. SEE DETAILS SHEET FOR REQUIREMENTS IN LOADING AND PARKING AREAS.
,PAVEMENT
MIN. SIDE YARD (L): 10 FT, 20 FT MIN. SIDE YARD (R): 1.0 FT
4.
ADDRESS MUST BE POSTED IN VISIBLE LOCATION WITH 6 -INCH NUMBERS.
MIN. REAR YARD: 30 F -T
5.
HVAC AND SIMILAR TYPES OF INCIDENTAL MACHINERY OR EQUIPMENT SHALL BE SCREENED FROM VIEW
PARCEL 5IZE: 471,323/10.82 5Q. FT/ACRES
OR LOCATED IN SUCH A MANNER AS TO NOT BE VISIBLE FROM THE STREET. TRASH RECEPTACLES, DUMPSTERS,
PKOP05I=D U5E: PROFE551ONAL OFFICE 15LALDING
UTILITY METERS, ABOVE -GROUND TANKS, SATELLITE DISHES, AND ANTENNAS SHALL BE SIMILARLY SCREENED.
PARKING PROVIDED: 52 5PACE5
6.
ALL MEASUREMENTS ARE TAKEN FROM FACE OF CURB, UNLESS OTHERWISE NOTED.
ACCE5515LE SPACES PROVIDED: 3 5PACE5
7.
TRASH SHALL BE CONTAINED IN DUMPSTER. DUMPSTER PAD SHALL BE 6" CONCRETE REINFORCED WITH WELDED WIRE FABRIC.
AREA Of PROP05ED BUILDING COVERAGE: 9,462 SQ. FT
AREA OF PROPOSED PARKING AND DRIVE COVERAGE: 2.5,558 5Q.FT
8,
ALL DRIVES AND ISLEWAYS SHALL HAVE HEAVY DUTY PAVEMENT. FOR PAVEMENT SPECIFICATIONS, SEE DETAIL ON THIS SHEET.
AREA OF PROPOSED 50EWALK COVERAGE: 2,072 5Q.FI'•
9.
ALL FIBERGLASS MATS FOR THE TRUNCATED DOMES FOR THE ADA RAMPS SHALL BE RED,
TOTAL PROP05ED IMPERVIOUS AREA: 37,! 32 SQ.FT
TACK COAL
JUST PRIOR
SURFACE
COMPACTED SUBGRA
`"` -US CONCRETE SURFACE COURSE, TYPE 59.66 (SUPER PAVE)
FFIC AREAS - 2.5" BITUMINOUS CONCRETE
INTERMEDIATE COURSE, TYPE 119.013 (SUPER PAVE)
SEAS - 1.5" BITUMINOUS CONCRETE
INTERMEDIATE COURSE, TYPE 119.OB (SUPER PAVE)
8" COMPACTED AGGREGATE BASE COURSE (HEAVY TRAFFIC AREAS)
6" COMPACTED AGGREGATE BASE COURSE (PARKING AREAS)
GENERAL DOTES:
1. SUBGRADE SHOULD BE TESTED BY AN INDEPENDENT TESTING LAB, AND
SHOULD HAVE A :DENSITY OF 100% IN ACCORDANCE WITH AASHTO-199.
2. BASE COURSE MUST HAVE A DENSITY OF 907 FOR B.C.B.C. AND 100% FOR
A.B.C. IN ACCORDANCE WITH AASHTO•--T180.
3. SURFACE COURSE SHALL BE COMPACTED TO A DENSITY OF 957x.
PAVEMENT SECTION DETAIL
SCALE: N.T.S. [REF: MCLDS STD. #10.01C]
VICINITY MAP
SCALE: N.T.S.
REFERENCE: UNION COUNTY GIS
1/2" RADIUS --,,I- 6" 1'-0"
3" RAMUS
1/8" RADIUS
12" • ..
d,-
STANDARD 1'---6" .CURB AND GUTTER DETAIL
(NOT TO SCALE)
A M I C U 5
..........
ENGINEERING
5151 Poplar Tela Road
Suite 130
Concord, NC 28027
Civil Site Design
Low Impact Development
Small -Scale Building .Design
Telephone: [phone]
Facsimile: 704.248.7951
Seals:
Q SEAL
032003 -
0`'VG IN
ZAR
f/1 S1,
10. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE TOWN OF STALLING'S TECHNICAL PERCENT PROP05ED IMPEKVIOU5 AREA: 7..88% �_ / NOW OR FORMERLY 1. i `'
7
STANDARDS MANUAL. / \ \ KEVIN D. 5IGt1AM � MARGARET C. Zo10
AREA OF FUTURE BUILDING COVERAGE: 4,929 5Q. FT ID: 05324002
11. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACT, OR DEVELOPER FROM MEETING\ DB: 4983, PG I i 8
AREA OF FUTURE PARKING AND DRIVE COVERAGE. 3,372 50.1"T \ ZONING = R-20
s�m¢�°°¢�
THE REQUIREMENTS OF THE TOWN OF STALLING'S .OR UNION COUNTY ORDINANCES, POLICIES, AND STANDARD
SPECIFICATIONS, (AS APPLICABLE). AREA OF FUTURE SIDEWALK COVERAGE; 736 5Q.FT EXISTING CENTERLINE OF BRANC
, „�aasxam�aadm�p°
TOTAL FUTURE IMPERVIOUS AREA: e,037 5Q.>=T BRANC IS INTERMITTENT PER ¢q °¢° „,....'alftI �a l,.�=,�,.OWN ,
12. RETAINING WALLS, SCREENING WALLS, AND DECORATIVE WALLS WILL BE CONSTRUCTED OF MATERIALS/COLORS ' USeS MIDLAND QUADRANGLE ,R° _�_.�.� ►, .a
TOPOGRAPHICMAP, 1996 .,,,�,r,,..�.�....�......... ..�..�..-...._... ".�
CONSISTENT WITH THE PRINCIPLE BUILDING ON SITE. THE GATE WILL BE OPAQUE USING METAL, WOOD, OR SIMILAR MATERIALS. PERCENT• FUTURE IMPERVIOUS AREA: 1 .92°0 �,..R�*
�¢��,=mss°
IF THE GATE IS WOOD, IT WILL NEED TO BE PAINTED TO MATCH THE BUILDING. ���¢ �•"'� °�°m�"9 °¢
NOW DR FORMI=R.Y �• °,°=�Q°�=
HN CLARK JR.
WIFE 5RENDA A. 4'�a a� � Mot
,q
♦' TOP OF 6Aiy } � � r , as � '�'�"`.,'
ID: fl8321.084R �' (DP.Y DELI NTiON AA,,\r , , .�� wo �,"'� ` \ \ ,. \ \ �`�.' L--1
DB: 1 157, FG 350 011 \
ADDITIONAL SITE PLAN AND AYO 1UT .NOTES_ ZONING = R-20 Ff« 6&�` �'a
THESE NOTES ARE STANDARD SITE DEVELOPMENT NOTES AND SOME OF THESE NOTES MAY NOT APPLY TO THIS opo t` i \ \� ~�
\ 5'-0" SIDEWALK (TYP.) �`` oma' ` `� \ \ Q
SPECIFIC SITE. \ � \ ' •�
\ (SEE DETAIL 3/10)
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT LAWYERS ROAD TO ::BE COORDINATED WITH JURISDICTIONAL INSPECTIONS \ ,�� ��
DEPARTMENT PRIOR TO CONSTRUCTION. \ G ` \� \\ \\ \ EX7ENDEI? DRY DETEN i IQ v
PROPOSED PAVEMENT PARKING LOT \ , AREA (DDA- I } �. 1` {�
3. DEVELOPER WILL PROVIDE STREET SIGNS (IF REQUIRED) IN CONJUNCTION WITH STATE AND LOCAL (SEED_ETA(L ON THIS SHEET) �,��P 'Imo\ �� \ \ y \ �\� • \ \ \ �` \ `` j� J
REQUIREMENTS. NOW OR FORMERLY
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. NORMA A. JOi 1N54N * CHAD HICKE5 NIC©
ID:0832109a
5. IN ROLLING AND HILLY TERRAINS, SWEEPING Of THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY �
% DB: 3953, FG 1 92 LOT I ME: D, , G GG7 # \ _ \, \, \ \\ \ �.. \, �\ a, \ lid
BE REQUIRED NEAR INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON ZONING = R-20
PROPOSED STEM \ \ �^� ';� , o \.� r \\ \: G .i 'C -
LENGTH = 101.60 I w� '\ \ Elm',.:.. "". M.
FIELD CONDITIONS. FT \ .. \� \ ` . go* , , ..:'�+ i � + aft,
'�. A '� , ►� , .ia
\
fi. APPROVAL OF THIS PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD SEE SHEET C-8.1 (BIORETENTION % ,�\ \ �\` � k I � ` i �* r i � I ,� E �•�'*t �` t � �' > � I" ,
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY DRAINAGE EASEMENT MAP FOR
/ ) ! �•,.� ; ` ��' CCESSIBLE SIGNAGE -114.001 ..
OWNERS. BIORETENTION DRAINAGE AREAS \ '� SEE DETAIL 3 11 0 00 ''
AND EASEMENT MAP. ¢\ +�35,75 ( % ) :.� .� .� r �,, � d o
7. IN ORDER TO ENSURE PROPER DRAINAGE KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. ' � � "°° � N ``'-� 610Ri<TENTION � a � .. Il. -..I � --.� `O
' ` 77,22' "�-- - O 14 0(j'' w .� c0 w v -a. v v a i r ---� t�
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT -OR -WAY IF DEEMED NECESSARY P¢� ; Q � y � � W W ARFA IBR -2) � W 414, W
BY THE LOCAL INSPECTOR.
�HEEL,/
-3,748 5Q. �f, '� U \, po o PP,OPOSED 9,462 ONCRETE y y y �9. CURB AND GUTTER ON PLANS ALONG LAWYERSROAD MAY BE ADJUSTED BASED UPON FIELD STAKING BY 1 CONCRETE APRON, a' o '� 5.1=. BLDG. STOPS TY - � i 3 O so o -' tom- _( 22.9'2N F (SEE DETAIL 2/14) o• -- 6 08---� /
CITY/COUNTY ENGINEERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION BASED UPON FIELD ! ACCESSIBLE RAMP
r� =r' r
CONDITIONS.
J \ 14.00 (SEE DETAIL 1/11)
c/t
10. THE PURPOSE OF A STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY \ ,.... p0 8.00'
STRUCTURES AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
ACCESSIBLE SIGNAG70
E
11. HIGH DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED J G - �'�, (SEE DETAIL 3/1 1) g - _ '���"'�{-,�
J ,NOW OR I=ORMERLY ��?'_ / c!� -O O tr Q
to i'
PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING J T A I -y ; `', O:. 0 32.2`
5 EVENS MILL HOMEOWNERS 550C Gj / r�_f v+ p 52.0r),
PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE I {
ID:0532I051 .�-
MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY. I 175: 1 145, FG 491 `°� 5�/' v8� ,� �' � � p,.., �
I ZONING = R-20 O /'F --24.00 . Jr 200
12, THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED [ I', s �p0 �� •D �� �`-- ( 1$•p0> Gj SEE SHEEN C- 8.1 (BIORETENTION
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK l / �3�ORE'�',1ON = -'-' r' 2 9 i D' O Ofl
w AKtA{SR 1) ! co Q�- t*` ::,� ``'? Op k t `�-- �q DRAINAGE/EASEMENT MAP) FOR
AND .OTHER ACCUMULATIONS. i �.so6 Wa. F-.� = 13 01... `1' '�j, f"� �� 23 3 f Q �`')`- BIORETENTION DRAINAGE AREAS
v
`--
r
13. ANY BUILDING WITWN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF p ', !` 2 2 __.. _ C� AND EASEMENT MAP.
Project Number: 7-10-033
J Y
LOCAL FLOODPLAIN REQUIREMENTS AND RESTRICTIONS. N .1'"" Or - `�
9 O Q
O
0 1
5 0
Rs R� Q0 1 /y .270
P
4 l o KG. SPgCES o- I I -2o f o
°-r S
14. ALL OPENINGSDOORS, WINDOWS, VENTS IN STRUCTURE BUILT ON LOT SHOULD BE LOCATED A MINIMUM O 76 O' R2 i3e er ,�
�Q t O �_ i' Q 4 ' HAND ' Date:
(E.G.,( ) R/lel- 10 X7a SIGHT TRIANGLES �" oo O 1.97 > o < oSPgCES • 23.07' 1 /
F 6 p0 O 10 3.34 /
OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND SURFACE APPLIES TO LOTS WHICH MAY EXPERIENCE `1 PER N.C.D.O.T. 4 - �+ o O
` ` i.. $5 (A I... O. 'a Drawn Dy JLM
SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN THE 100+1 FLOOD ANALYSIS). R a D0 ,. NOW OR FORMERLY
r,. 10 o O O i �- O ca
O o o CORY ARNAZ dONEYCU`T
15. P.E. SEALED SHOP DRAWINGS FOR ANY RETAINING WALLS MUST BE SUBMITTED TO CITY COUNTY ENGINEER
PRIOR TO CONSTRUCTION.PA
'00 {CG a \,, D0. (CV
Checked Sy: NRP
=' I'D: 083240© #
•7 L?' 3 CURB CUT DZONINGG R-20
16. "AS BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING :DESIGNED DITCHES, MUST BE 2 �f p 5 ��
SUBMITTED PRIOR TO FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH Q 23, * ", SAC 3 Q
,., .
1 p� 'Q -' ► v r OGIIG120?0 Or: incl 5uamittal
_ Q REE PROTECTION L ,� ,
THE CITY COUNTY ZONING ORDINANCE. -. 9- �`s o/ti -�' ~
/ _ 15 7 �� � � � 00 h' �� --.._ 10/11/2010
Per NCD rN R
_ ,., _.� SEE DETAIL 6/1 a) N �'� o i _ 41.96 3fl t= - 1'-6 CURB AND GUTTER (TYP.)
( - -=�-_ _
18. .PRIOR TO INSTALLATION, PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE ": � _ ~- _�` ``' ,� L p O , fa --- RQNT; B
o D to �? ACI(
D SEE DETAIL ON THIS SHEET
FURNISHED TO CITY OF CONCORD ENGINEER FOR APPROVAL (IF APPLICABLE). � ` � .� ._� �" 5-11' � � -- Q � � -- '� � 4 ( )
a� r Lt T -�, O t- h�
19. :;PRIOR TO CO, SURVEYOR SEALED AS -BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE _ ~ ` x,122 J4 $.9� -- .� t 25.9Q' 1s D� ,
.,, _ D.
PROVIDED (IF APPLICABLE). _ -- `� TREE PROTECTION i 0X70 SIGHT TRIANGLES
`� - _ o �... PER NCD 0 T
`'- ~-:.. O OO'� -- - _ (SEE DETAIL 6/10) o
20. NON-STANDARD ITEMS IE: PAVERS IRRIGATION SYSTEMS, ETC. IN THE RIGHT-OF-WAY REQUIRE A .� 37 0, -, �- t o O
' ) . �. 9 °�' 14$.37' =' = cv
RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE (NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) _ -
BEFORE INSTALLATION. cv 7. 7 '� �. ... 6 S4, R�W-• et
... r > mu � .m - ~""'i -42.7 ;.... S .- _ - y �, Sh.e Tale:
51.8O,__0 43.4 5.17'-
,_ .� 5
ACCESSIBLE PARKING (FROM APPENDIX B) 1
• -M1
- mow,... t. -��.., •"' r ,_„ TM ,� O �.-r�
-
Lot or Parking Tom # of Parking Spaces ft of Accessible Spaces Provided
Total =
Asea Required Provided Regular with 5' Regular with 8' Accessible
Access Aisle Access Aisle Provided
General Office 39 52 0 1 3
+ ti
SSITE
(Go' Ir'IDDLIC o -•
SIT -Q
SAY, ROPOSED.. STEM --- -- -- ___ -- __ ti
EXISTING CONCRETE MEDIAN TO BE -- -LAYOUT
-
REQUESTEDABYTHE MINIMUM OWN 10F '40TAL INGS _ _ - _ LENGTH 14D.0'0 FT_. _ _.._ - ," = -- _---
EXTENDED OF _ _ - _`,
................
__...........
................ ...... .....
PROPOSED TURN LANE TO BE V
APPROVED AND PERMITTED BY NCDOT I` _
PRIOR TO CONSTRUCTION �; ONCRETE APRON _..
(SEE DETAIL 2/14) _ -
a. Required number of parking spaces based on Tawe of Stallings Land Use Ordinance - Section 152.150. 10'X70' SIGHT TRIANGLES 10'X70' SIGHT TRIANGLES - - 5heet No:
b. For General Office: MMIIVIUM.(1 space per 200 sf GFA) x (80 %) x (9,716 GFA)= 39 parking spaces required. PER N.C.0.0.T. PER N.C.D.O.T. ` - ----- _
---- - __
LEGEND
BEFORE YOU DIG S TO P . CALL THE NC ONE -CALL CENTER T
GRAPHIC SCALE SUBJECT PROPERTY BOUNDARY
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND 0 15 3a 60 ADJACENT PROPERTY LINE 7
.0
tam.naa,m. wpwxm cc UM W TIC Owen ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING r T � � � � LAW. /�. � f � j ,
aR„®ama",ao.a.a,a EXISTING FENCE LINE Ti VV ■
am=o,r.r*WaRNRw,%m=TWIM m= SERVICES. PROPERTY DIMENSIONS AND COORINNATES FOR PROPERTY REFERENCED FROM A
a""A 4 ""�"RM%ow SURVEY COMPLETEDD BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION � `� - �" - - - - - - - - - - EXISTING 60' RIGHT OF WAY
1K PuNm DOLL K m. a `6 " REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SER�ACES FIELD LOCATED TOP OF BANK

NO NOW OR PORN N TES NOW OR FORMERLY ; J,: ' (P) N ~ ~ I' I 1 ~ ~ V Y. KEENER of RLLc"N C. KEEVPR ~ ~
1. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ADJACENT DAVID Y. KEENER ~ BLLc ,4 ID.08321I ID. 08321 119 ~r ~ 0.21% ~
PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRlFFTN SURVEYING D8. 1826, PG I I 1826, PG 112 LOT E 5 i ' {}FF P/L ~ I;', -
SERVICES. PROPERTY DIMENSi0N5, COORDINATES AND TOPOGRAPHIC INFORMATION M6: D, PG 9 M6: D, PG 998 i~ ~ \S~ y. ZONING = R-20 ~~Q~; _ ~ ~ i' -
REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYNG SERVICES. ZONING = R- ~ r~ - l' ~ m -
0 1
2, THE UTILITES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THERE '--C_~-- Z ~ Ca~' _ ~ I J _
' MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; AMICUS ENGINEERING ASSUMES • ~5
•F~I Y~ NO RESPONSIBILITY FOR THE LOCA110N5 SHOWN. THE CONTRACTOR IS RESPONSIBLE V ~ ,y~~ - °
P~ FOR LOCATING ALL EXISTING UTILITIES PRIOR TD COMMENCEMENT of CONSTRUCTION. ~ i ~~y o g _ ~ ~7 ~ ~
I ANY CONFLICTS CONCERNING UTILITIES THAT AR15E DURING CONSTRUCTION SHDUID BE EXISTING SANITARY SEWER CLEANOUT / A r
°i IMMEDIATELY REPORTED TD THE ENGINEER. RIM ELEV, = 687.44 FT ~
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. r. Y ~ L41~Y~RS 5151 Po~lor Tent Road
/ 3. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY AT LEAST 'J ' - 1 / / ' ~ ~ ~ Suite 130 i Concord, NC 28Q27
48 HDQRS PRIOR TD THE BEGINNING OF CDNSTRUCTIDN TO REQUEST THE EXACT FIELD ~ ~ Civil Site Design
STOP ~I LOCAFIONS OF ALL U71UT1£S, THE CONTRACTOR IS RESPONSIBLE FDR ANY DAMAGE TO ' ~ 4.
~ ULTITIES OGCURING DURING CONSTRUCTION AND MUST PROVIDE 48 HOURS ND11CE / ~ ~ ~ ` ~ ~ Lori Impact Development ` VICINITY MAP Small-Scale Building Design
~.p`~,, ~ I PRIOR TO THE REPAIR DR REPLACEMENT OF SAID UTILITIES. ~ SCALE: N.T.S. I
/,~f r; C.P ~ ; ~ . REFERENCE. UNION COUNTY G(S T'eiepnone: 704.573.1621
i~ ~ ~ ~ ~ , ` e' , ' 4, ANY EROSION AND SEDIMENT CONTROL MEASURES MUST CONFORM TO THE ~ ,~Ci"^~ ~ Faesimile: 704.248.7951
0.tA$~
' REQUIRMENTS SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL F IvOW OR FORM~.R~Y / , ~ SeaEs:
MANUAL. Tr10MA5 W. GOX ~ WIFE KENNIPER S. / i ID: 0832 1083 , `
DB: 383 PG 80 LOT 8 / ~R
5, THE CONTRACTOR IS RESPDN518LE FOR ENSURING THAT ALL PERMITS AND MB: D. PG 667
APPROVALS HRVE BEEN OBTAINED FROM THE NECESSARY REGULATORY AUTHORITIES ZONING = R-20 e~~~ .~~`GSSI ~
PRIOR TO CONSTRUCTION. IN THE EVENT THE CONTRACTOR 15 UNCERTAIN ABOUT / EXISTING CENTERLINE OF BRANCH CFI ~ ~.~0 _ . a SEAL 9
PERMITTING REQUIREMENTS DURING ANY PHASE OF CONSTRUCTION, THE CONTRACTOR / ~ BRANCH IS INTERMITTENT PER DER ~~~Q~ ~ Q32C~n ° y..~
SHOULD IMMEDIATELY CONTACT THE ENGINEER, THE TOWN OF STALLINGS, OR THE ~ USGS MIDLAND QUADRANGLE 2
UNION COUNTY BUILDING INSPECTIONS DEPARTMENT PRIOR TO PROCEEDING. ~ /5~ i' TOPOGRAPHIC MAP, 1996 X96 ~ EXISTING ZONING CODE SUMMARY ~ NGIN~~CQ,~~~~~
' { ~ % ~ PROJECT NAME: PROP05ED PROFESSIONAL BUILDING ~ t~yy~~q~i,R~pP~~~~ ~,av ~
6. IF EXISTING CONDITIONS PROVIDED ON THE PLAN DIFFER FROM THOSE AT THE SITE, / ~ i ~~9m"°~,,~ PROPERTY OWNER: NOW OR FORMELY KENREN D. ~ MARGARET C. BIGHAM a~- o r - la
~1 ~ CONTACT THE ENGINEER BEFORE DEVIATING FROM THE DESIGNED AND APPROVED / R ~ . ~
~P r LAYOUT. / P~ . ~ PARCEL P.I.N. 08324002
NOW OR PORME~Y ~ ~ /p ' ~ CIVIL PLANS PREPARED BY: AMICUS ENGINEERING, PC
ti; i i 7. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT ANY ADJACENT PROPERTY, r1ALCLARKJR. / ~ - ' ,
I F TY TH ~ WIPE BRENDA A. P.P; _ ~ NOW OR FORMERLY,' ' PUBLIC UTILITY, ROADWAY, RA LWAY, AND TH£ SAE OF E GENERAL PUBLIC. [p: 08321084 / ° ~ KEVIN D. BIGI~AM ~ MARG,4RET C, ~ PKONE: 704-573- I G2 I
,CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES AND REP£RGUSSIONS OCCURING D6: I ID: 08324002 157, PG 350 LOT 5 /~(F)IRON ~ a ;
FROM THOSE DAMAGES. M6: D, PG 667 / RIBA DI3: 4983, .,G I I8 ' ~ ~ s ~ ZONING: 0-1 JURISDICTION: TOWN OF STALLINGS
ZONING = R-20 ZONING.- R-20 ~ FLOOD MAP NUMBER AND DATE: 3710551 I OOK, 03-02-2009
B, NO FORMAL GEOTEGHNICAL OR ENVIRONMENTAL INVESTIGATION WAS PERFORMED BY / EXISTING SANITARY SEWER MANHOLE EXISTING GRAVEL WALK WAY '
AMICUS ENGINEERING TO EVALUATE WHETHER DR NOT ANY HAZARDOUS, TOXIC, OR RIM ELEV. = 682.60 FT " : i WATER511ED: GOOSE CREEK _ ~ Z
AR F MA X T R C NT IN WITHIN THE IJMITS D THE PROPERTY. INLET INV. ELEV. = 676.80 FT _ _ ~ ~ H M UL TER[ALS E IS 0 ARE 0 A ED F " _ ' i -0; SETBACK (FRONT). 30 FT Q
OUTLET INV. ELEV. = 676.70 FT _ EXISTING GARDEN AREA _ - ~ , AMICUS ENGINEERING ASSUMES NO RESPONSIBILITY FOR ANY REMEDIAL ACTION THAT 1f~~ °
MAY ARISE IF SAID MATERIALS ARE DISCOVERED DURING THE COURSE OF . ~ - ~ off' ~ ` / ~ g MIN. SIDE YARD (L). I 0 FT, 20 PT MIN. SIDE YARD (R): I 0 FT ~
- ITN N I ~ EX S I G CE TERL I CONSTRUCTION NOR IS AMICUS ENGfN££RING LIABLE FOR ANY LEGAL RAMMIFIGATIONS / - _ _ BRANCH (S INTERN NG CENTERLINE DF BRANCH ~ ~
THAT MAY ARf5E SHOULD AN ENVIRONMENTAL LAW BE VIOLATED 8A5ED ON THE ~ ~ ` - - ~ _ ;H IS INTERMITTENT PER MIN. REAR YARD: 30 PT ~ n
~ - - _ ~ ~ _ _USGS-MIDLAND QUA D15COVERY OF SAID MATERIAL. / ~ ~ ~ _ _ _ _ _ _ _ - TOPOGRAPHIC MAP -Mif}LAND QUADRANGLE PARCEL SIZE: 471,323110.82 SQ. FT/ACRD t Q L~J
~RAPHIG MAP, 1996 W~W~
/ ~ ' y'`'am ~c.~. - _ - _ _ - ' - _ EXISTING USE: RESIDENTIAL ~ ~ Q / f,~- ~ Q
9. THE PROPOSED 51TE DESIGN FOR THIS PROPERTY IS BASED ON THE INFORMATION ~ , P.P~ ~ _ _ _ .J- ' EXISTING PARKING PROVIDED: 0 5PAGE5 Z ~ 4 ~ ,
P Ul R P R C ITECT AND OR CONTRACTOR. IT 15 THE / . ~ ~ _ _ _ ~ ~ ~ =t~~ - `r~ ' - - - ' y ROViDED BY THE B LDE , DEVELO E , AR H / -LB ~~z
RESPONSIBILITY DF SAID BUILDER, DEVELOPER, ARCHITECT, AND/OR CONTRACTOR TO / i ; _ ~ _ _ L5 _ L~--- - _ . ' - - - - - = ~ ~ _ gym.„®. ~:.:as~-.~ - AREA of EXISTING BUILDING GoVERAGE: 1,363 SQ. Fr ~ ~ ~ ~ ~ r `
VERIFY THAT THE SURVEY AND OTHER RELEVANT SITE INFORMATION IS CORRECT AND % ~ ~ ` ,~.a~=..-~~..~=. ~ ~ ° = r ~w. / ~ ~ „ ' n. - ~ _ ~ 'mss ry, ,per ~ r ~ i / ; Mme, J ° AREA OF ADDITIONAL EXISTING STRUCTURAL COVERAGE: 177 SQ.FT ~ ~1..~ z ~ ~
COMPLETE. AMICUS ASSUMES ND RESPONSIBILITY FOR COMPLICATIONS DURING ~ . ~ ~ ' ~ ~ ~ ~ _ ~ ~ - ~ ~ _ _ ~ ~ ~ ` _
PERMITTING AND CONSTRUCTION THAT ARE A RESULT OF INCOMPLETE OR INCORRECT NOW OR FORMERLY ' ' = ~ ~ - ~ _ ~ - . - , ~ ~ `".rre, TOTAL EXISTING STRUCTURAL AREA: I ,540 SQ. FT ~ ~ ~ ~ Z L ~.°~Q""
SITE 9NFORMATION. ~1AL CLARK JR. ~ WIPE BRENDA A, - _ ~ ~ ~ -r ~ ' / ~ -Z ~ I- 4 ~~6 - AREA OF ADDITIONAL EXISTWG IMPERVIOUS COVERAGE; 0 SQ.FT ~ ~ ~ ~ I^
~ ID: 08321084 ~ r - ` ,,b
A D6: 1157, ~G 350 / ' , , ~ ~ .U~ ~ - _ - - - _ ~ - - - - / ~1 G~ ~ 0 i A ZONE NG - R-20 ; P _ _ - _ t TOTAL EXISTING IMPERVIOUS AR4A: f ,540 SQ.FT ~ ~ Z ~
j W
t ,
\ i ~ o ~
\ F IRON', ~ ~ ~ ~ / ~ ~ ~ ~
EBAR ~ ' ~ D.3 5' ~ ~ '
NOW ORPORIU~RLY / T~.."~~ ~ BUFF R NORMA A. J011N50N ~ CHAD HICKPS ~ N1C0 OFF PAL R RRIA , ~ , " ~
/ ~ ~ r• F' ' ID: 08321090 _ ~ ~ /i (FF~IRON
_ ~ i' ~ ~ ~ ~RE ~ DB: 3959, PG 192 LOT 1 MB: D, PG 667,1 / - ~ - , ~ ~ ` ~ 0. , ~ , ~REHAR ~ 0.45' NOW OR FORMeRLY
ZONING = R-20 / ' ~ , ~ ~ ~ r • i ~ - , ~ ~ ~ x , ~ : ,0~ Jx~ 0~ P/L ROBI=RT L. GRIFFIN HEIRS ~ STEPh1EN 5. T
~ f / ~ _ ` ~ EXISTING POND _ _ _ ~t r i y ~ ~fjw _ ~ r / ~ ID: 08324003
i~ ~ - / ~ ~ ~ Ma; 5, PG 4'7 BRANCH/ WETLANDS LINF TABLE \ ZONING = R-20
NOW OR FORMERLY ~ ~ \ LINE LENGTH BEARING
ST~VEIvS MILL i10ME0WNER5 A550G, \ i ~ _ _ 1 ~ ~ . ~ ~ L1 12.46 S8D°36'20"E
ID: 0832 103 I / \ C.P. PC' ~ ~ 12 CEDAR ~ - ~ ° ° - ~ ~ ~ ~ f'`i ` L2 24.8a S84°55'56"E
D6: 1145, PG 491 ~ i ~ ~ ~ ~ ; ZONING = R-20 - ~ ! ~ _ ~ ~ ~ ~ , ~ ~ , L3 25.63 S65°01'41"E
/ ~~0 ~ _ L4 41,79 S59°00'D9"E Project Nur~be,rr 17-10-033
ra OAS ~6~OAK ~ i, / ~ r~0 ~ ~ . ~ y. ~ ~'f8 OAK - ° ~ , ~ ~ ~ ~ ~ C.~ L5 22.82 S5D°3T52"E
~ - _ _ ~ ~ - ~ ~30 ~ OAK ~ ` ~ ~ I~, % ~0~ ~ ~ ~ ~ L6 31.58 S59°54'33"E Date: 00-16-20;0
~ . ~i / \ . ~ L7 9D,74 S6D°S9'48"E
L8 23.93 S46°47'36"E Drawn By: JLM
- ~ ~ r ~ . _ ~ V ~ ~ \ ~ ~ i ~Q L9 27.49 S58°00'35"E
\ L10 33.99 5S9°56'13"E Checked ny: NPCP
_ ` ~ A ~ _ i g ~ L11 32.12 542°21'D7"E
~ ti ~ ~ ~ ; , 'r ~ ~ ~ F,l ONr ~ . 24n DAk ~ _ ' v , v _ , L12 26.08 S48°38'44"E Revisions:
A - ~ \ ` i ~ r ~ ~ B Ck _ \ ]2 LLM, ~ :i ~ - NOW OR FORMERLY - , ~ A ~ - ~ 1,; ~ ~ ° , ~ 24`~Oi~t ~ ~ - , _~,OAK ~ - ~ ~ ` ~ ` ~ ~ C06Y ARNAZ 11ONEYGU"T )R FORMPRLY \ L13 21.26 S11°2D'26"W 0611 6120 1 0 OrG mal Submittal
i4 OAK ~ ' ~ ~ ID: 0832400 NAZ 11ON~YOUTT \ L14 27.02 552°25'32"E 0832400 f ~ L15 42.28 565°30'37"E
S44' ~nw.~ , ~ ~ 12 ELM ~ e ~ t8 23' _ - ~ ~ ~ Q6: 1398. PG 18 I 398, PG 181 ~ L16 54.30 N16°32'29"W
` _ 298.4$ ~ ~ F` r ' ~ ; ~ ~ _ - ~ ~ ~ ~ ~y ~ ` ° ` ZONING = R-20 . ING = R-20 L17 45.32 S05°10'49"E
- ; . . . , L18 34.27 S1D°49'38"E
M . G~$~ ?1Fti~ _ , ` _ - s o' ~ L19 4a,93 S47°D3'12"UU
o,~ ~ , r,,,~ _ ~i . . _ G~c~ _ TING DING TO L20 21.$9 541°52'ST'i_
r - GA - ~ C.P. ~ i• ~ ~ ; ~ BE REMOVED Y _ - _ ~ o, L21 11.77 S32°5D'S3"W
_ ~i ..,`,PIPE _ _ ~ " + ~ GSA G hp "`~-.._~r _ ~ 0 - L22 27.46 S11°26'00"E Sheet Title:
; _ m,.... ~ 435 ~ ~ ~ ~ \ - . ; ass ~ ~ - L23 30.46 510°08'45'"W
EXISTING 36 PIPE ....._~'~~s-- , 198. $ _ L24 20.7D 566°49'10"W
~ ~ ~ INLET INV. ELEV. = 687.36 FT ` . ~ nom; --`~~5--~ o ` -ry. L25 21.16 SOD°59'52"E /~O~V~~~~
_ INV. - 6 7. FT P~ OUTLET ELEV. 8 35 ~ w R 0 >qD ~ °-w.,~..~~ _ wv X60 r LBLI ~ ~ L26 26.92 S52°42'55"E 'T V
LENGTH = 5,50 FT ' : ~ , . ~IGt;7~-C7F_U~~py o ~ _ r SLOPE = 0.2 ~ ~ ~ -r-~-`-.. _ , L27 20,99 S33°1 D'D1"W C I ~'k' ~ A J
~ L28 32.eD S07°26'19"W C/y ~ 1J
~I • ~w~-.__n~ ~ ~ ~ EXISTING WELL ~ _ ~"~~rn -._._.r~a ~ ~ ~ L29 23.25 575°25'11"E ~
P.P. °"u"'- rn,a___~`` YC ~ rte., ~ wv I TIN HOU TO „n::~ _d=~.r~.....~.
BE REMOVED - °H co~o~rio~s
LEGEND
EXISTING POWER POLE TO BE RELOCATED
G.C. TO COORDINATE WITH DUKE POWER - - - - - - SUBJECT PROPERTY BOUNDARY Sheet No: - - - - - - - ADJACENT PROPERTY LINE GRAPHIC SCALE
W ~ _ _ _ E?(ISTING GRADE '
- rWn- nun- nuai- ma iu~i-nuci-mai-rxn~-null- ~'XISFINI: (1I/F~R-{~GI~ IITII ITY 40 Q ~0 $Q ~ ! r
J EXISTING FLARED END SECTION v w V~-. w w4 r- w' ----ww w -+r EXISTING WATER +LINEu ~
EXISTING CATCH BASIN INLET INV. ELEV. UNKNOWN -GAS-GAS-GAS-GAS ,S-GAS-GAS-GAS-GAS- EXISTING GAS LINE
n®maasueamaure REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND INVERT ELEVATIONS UNKNOWN OUTLET INV. ELEV. = K683.63 NOW T uAanemem~e~ucs cm~m ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING or rm M= m °cm , SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - " EXISTING FENCE LINE - - - - - - EXISTING 60' RIGHT_ OF WAY ¦
LENGTH = 72.50 ¦^~^m awy SERVICES. TOPOGRAPHIC INFORMATION ~ a ~w OF TM MMUM. SURVEY COMPLETED BY GRIFFIN SURVEYING SLOPE UNKNOWN - - FIELD LOCATED TOP OF BANK
11[G6imlfiru K GMEM 10 X*LA ftZ OMK REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

T,ANb5CA1'L~iG•PT,ANxL'IG SxA1VDARDS NaxES (REFEI~YCED F1t0iv1TDWN DF 5TAL1.L'VGS ZaN1NC D1tA1PiANCE
SECTI4V 152.108); t V V I
1. ALL NEW PLANT MATERIAL SHALL BE OF GOOD flUAUTY,INSTALLED IN A MANNER TO MEET THE STANDARDS SET FORTH IN THE NOTES: , I I -
AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 1. REMOVE WIRE AND NYLON T1b1NE FROM BALL AND CANOPY. ~I
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER ' 2. ALL TREES SHALL BE PROPERLY GUYED OR STAKED AND MULCH® (3 - 4 INCH LAYER)IN ACCORDANCE WETH ACCEPTEd PRACT1CE5 INSTALLATION. f A£IH VAId
E IN THE LANDSCAPE INDUSTRY, TO PREVENT WINDS FROM LOOSENING THE ROOTS. I 3, STAKING IS REQWRED FOR ALL TREES IN R.O,W. OR UPON SEE LANDSOAPE PLAN ~ -
REQUEST OF ARBORIST. € i NOTES:
3. THE OWNER QF THE PROPERTY 15 RESPONSIBLE FOR THE OONTINUED PROPER MAINTENANCE OF ALL REQUIRED LANDSCAPING AND v , I 4, REMOVE EXCESS 501E FROM SITE AND DISPOSE OF IN A ~ 1, SOARIfY ROOF MASS OP CONTAINERIZED PLANT MATERfAL. rm, £OLLAR
LANDSCAPING AREAS, AND SHALL KEEP THEM IN PROPER, hIEAT AND ORDERLY APPEARANCE. ALE DEAD OR UNHEALTHY PLANT ` LEGAL MANNER. I MIN, z' Hr, 1 2, INSTALL CONTAINERIZED PLANTS AT
' MATERIALS SHALL BE REPLACED WITHIN 180 DAYS, IN NO INSTAN(~ YALE THE TOWN OF STALLINGS ~ RESPONSIBLE FOR THE NMU ISTUR £ ~ I 5, RESEED U LGHED, D BED AR AS I MAINTENANCE OF ANY VEGETATION UNLESS SUCH VEGETATION 15 LOCATED WITHIN A PUBLIC RIGHT OF WAY OF A TOWN I FlNSHED GRADE OF Ap~ovEO
3/i' HYLEk1 STRAP I HOLE Dt41LTER MAINTAINED STREET OR 15 LOCATED ON PROPERTY OWNED BY THE TOWN. s• 9,IP XNOT >M7N stop KNOr. MULCH 3. TAMP PLANTING MIX FIRMLY
S' LAR~it 'MPH 'TREE iHAt1ETER ROOT QtOwN TO Flm aru cwt f AS PIT IS FlLLED AROUND ' EACH PLANT HALL ~ ~ ~ ~ ~ ~ ~ I I Y
4. AT INSTALLATION, ALL TREES SHALL HAVE A MINIMUM HEIGHT OF B FEET, AND A MINIMUM CALIPER OF 2 INCHES FOR SINGLE STEM ee AT FlN1531 itADE ~ Huun AwAr F>mN TaP o~F O 4' . '..iiM .ff '\Y'.~\M: .*iY.~aj.L~ik.„.,,t.~` G.K;~:Si'a:~• t~" D~~R g i~.4. ha• •~ie .a,..~M•:t~gt~Ar 'MIN. :4>,, ~y,Y.~~~~„,,,~
TREES. FOR MULTI-STEM TREES, ALL TREES SHOULD HAVE BETWEEN 3 ANO 5 STEMS AT 1NSTA1iATI0N. tRUNN t" TO ~ RAL SOIL uNE lOP of 4" NION / 6" 1MOf 11A1(RIUM A5 ~ n 4, OMIT COi c ':K~sa '~Y"~t'. '~Ji~. i '+`w '~w~~w. LAR AROUND EACH SHRUB 3. b 'icr,' .a:~.~ .t.~ T~Yyl~'\t:,-.. Fi"'Y ~'tl`_~ any ~ ~ WHEN 1R IGATIDN 5 M s R N _ ~~x`° } _ 5151 Poplar Tent Rolad R YSTE I P ESE T. .v TRENCH aROUNO ~ ;4,.., •.-~-•:z;s
ARM ~ R~A~L • MAfOlNN LA1ER of f . t Mp%IfM1M QF 50€L 5. ALL REQUIRED SMALi. AND LARGE MANRING TREES AND SHRUBS MUST BE SELECTED FROM THE APPROVED LIST 4F SPECIES FOUND covERiNC ACCEFfA6LE EN71RE PLANTING 8EO SUEtB 1 f I ' S. SOAR EACH PLANT BALL AND
1N THE TOWN OF STALLiNGS APPROVED SPECES UST. SPECIES NOT INCLUDED ~I THIS UST MAY BE APPROVED BY THE 3 - t ~ wood WTH CSHTERFD S/B" Hq,E Concord, NC 28027 HAC£¢PraeLC spL ~ PIT IMMEDIATELY AP7ER E~ COYER4H0 PLANTING 8ED 1ANr MIX TAMP SOR M!X UNC'cR ~ i i
ZONING ADMINISTRATOR OR HI5/~ ER DESIGNEE ON A CASE BY CASE BA515. ONLY TN05E INDICATED A5 SUCH MAY BE U5E0 AS f IN uuE SraA~ nN~€ a~AOE NATURAL. SOfL " ECUALLY SPACED AROUND TREE I INSTAUAT!oN. eACH PUNT eAU Tn Civil Site Design IL i MIMMIZE SETTLEMENT I~'
STREET TREES. W`;' .<k:~~ ~ I cRawN ~ T E A ANTIN TA ~ Low Impact Development j I
~::~r: r'~°'"' ~ Small-Scale Building Design;
8. EXISTING AND PROPOSED TREES USED TO COMPLY 4MTH THIS CHAPTER SHALL NOT BE SHEARED, TOPPEd, OR DISFIGURED BY ~ I I CROWN HEIGHT
IMPROPER PRUNING. TREES SHALL BE ALLOWED TO GROW TO THEIR NATURAL HEIGHT ANO FORM, TEAL dc~ • h' aA~u as ~ I FRar Rp°r cRCwN i 'N ~ Tele hone: 7Q4.573,162i ' I EQUALS MED$AN a o o a- TYP. P unoTH IN r~eT s~r~E~D Facsimile; 704.248.7951
TTY ~,RLAr urm~TUR>sm ACCEPTABLE CONDITION UNACCEPTAE ' 1,ANASCAPINGP[.ANx'1NG A1;S1GN REQUIREMENxS (1tEFERENCEU T'ROiVI xaWN OF STALLIIVGS ZONU,iG ANO ANY PM€L5/PIN$ eTC. Tn ~s' Max ' UNACCE~'TABLE CONDITION ~ ~ o a a
ROOT eAu. c~c tz" annrnANC1; sECx1aN lsa.los); RENUYE TTW ~ v.,RE v
ARIES ~ r WiCRE t NOTE: SIZE_QF PLANT_MATERIAL: ion cEx) 9 a o Seals:
c A RDDT COLtAR EXCAVATION FDR ALL TREES SPECITIEO " i, DECIDUOUS TREES IN BUFFERYARp5 THIRTY (30) FEET IN IMDTH OR LESS MAY BE EITHER MEDIUM OR LARGE VARIETIES A5 i RAISE PYT eoTTOla m SET ROOT cROwti I wR,l. eE o~E sY THE CRY ARBDRisr To ENSUR;: THaT LL TREES SPECIFlEQ IP' (EX) ~ EXISTING ~ t ~ l ~ " I Sr To ENSURE THAT GRADE 8aE[ EEN~A~LLINPLANTS NG \`~~~'t ^ i F~~'r~
i AT TdE CORRECT NEtGNT. F1RN sm~ Root 9AU. TREES WERE NOT PLANTED/GREriYM NO DEEPLY AT SOl1RCE DESCRI9ED IN 152.108.7, PROVIDED, HOWEVER, AT LEAST ONE-HALF OF THE REQUIRED TREES SHALL BE LARGE VARIETY. dECI0U0U5 i (tauRSErzG, LANDSCAPE CONTRACTOR SWALL NAPE SuPPUEF NO OFFALY AT SOURCE ~ ~ ~ ~ c/ v' R SHALL HAVE SuPPL1ER i I'
TREES fN BUFFERYARDS DF GREATER THAN THIRTY (30) FEET IN WIDTH SHALL BE LARGE VARIETY TREES. SUGGESTED PLANT j MARx GROUND LEVEL uNE AaovE Boor BALI IF cmr aRgl ~ ALL TREES SHALL MEET AMERICAN STANOARb FOR NURSERY STOCK (ANSI ZBO.1-2004) ~ DETERMINES THAT THERE IS EXCESSNE SOIL OVER THE ROf poor BALL IP cmr aRgoRLST i TYPICAL BED CRQWNING T~'PICAL_PLANTING 6ED PLRN ~1~~~~~~i. I iNE SOIL DYER THE ROOT
` MATERIALS ARE USTEd IN 1S2.1O8,7, ~ FOR EXAMPLE; CALIPER HEIGWT (RANGE) MAX. NEIGFIT MIN. ROOT BALL D1A. MIN. ROOT BALL DEPTH ~ CROWN, TNESE TREES WIU. BE REJECTED. , I ECTED. I . S ~ 9r ° _ ~
2" 12-14' 16' 24' t6" I C32fl06 ti
2, RLL DEgDU0U5 TRE£5 USED FOR BUFFERYARD SCREENING MUST BE A MINIMUM OF EIGHT {8) FEET IN HEIGHT AT INSTALLATION 3" 14-16' 1B' 32" 2t" ROflT CROWN DEPTHS DETAIL 5 DETAIL SHRUB PLANTING DETAIL ~ ,(h ~~•a ~4 f
AND SHALL BE AT LEAST TWO (2} INCHES IN DIAMETER MEASURED SIX (8} ENCHE5 ABOVE GROUND LEVEL. ~ SCALE: N.T,S. REF: MOLDS STD. 40.09 I TREE PLANTING DETAIL STD. X40.09] I SCALE: N.T,S. [REF: NlCLDS STp. #40.01] ~,~,~0(p~ a~ QP`\\\
A PRI ARY RGR PLANTS SHA 8E A INIMU OF 51X B FEET IN HEIGHT AT LIME OF INSTALLATI(N! UNLESS COMBINED SCA : N... M LDS S 0,01 } 3 LL M EVE EEN L7. M M i
WITH AN APPROVED EARTH! BERM, ANd SHALL BE NOT LESS THAN TEN (10) FEET IN HEIGHT AT MATURITY ' fllflllll?1>> I ' ~°~7~~ZOrO
XISrING TR IN ~ E EE L E ~ I
ALL EXISTING VEGETATION NORTHEAST OF THE EXISTING RIPARIAN BUFFER 4. ALL SUPPLEMENTAL EVERGREEN SHRUBS SHALL BE A MINIMUM DF EIGHTEEN (18) INCHES IN HEIGHT A7 INSTALLATION, AND SHALL LOCATED AT DRAINAGE p~&R¢kK~?: cvG~WVGaY~" zv #m~yAa~Sm~nG' RAVStm Aas~ax~9tl ¢*~mAva u~®ttl~ctle¢~mII bO':zGPV~RV4i~'lY~di090~[W CP~kkA A0SG 6p om~.v¢®m0~9q,~q.
SHALL BE USED TO MEET THE GUIDELINES FOR RIPARIAN BUFFER RESTORATION ATTAIN A MINIMUM HEIGHT OF THIRTY-SIX (36) INCHES, THREE {3) YEARS AFTER INSTALLATION. ` FEATURE TOP OF BANK "~r,~ea~ °~.s~• Asx ~s¢rW gm:cxr.~+•n ~nR~•?~tlA~gm~ ~ ~ ~ As~Ap~ Ira
ASSET FORTH BY THE NCDENR ECOSYSTEM ENHANCEMENT PROGRAM "„~s'°~ ° ~'~'~~~~~~a~ °~~~~~~d~r~i~~~~~s.w>ta~A~~atwE~~r~rt~~_~~~ >q~RA~?R
x ~ vat ~iW wt~ ~'a:qm~ ~r~~.~tl .:,-.oae ax ax?~n, m.'rJ - R~~RS~ \ ~S•°~~y~~~~ R'te'°°°~. I
1. ALL DECIDUOUS TREES SHALL BE INSTALLED WITH TREE TRUNKS SPACER A MINIMUM DISTANCE OF THIRTY (30} FEET APART AND A EXISTING CEN RLINE OF BRANC ~1 ~ill~ » Sm^^a5 rr~~rr ~ ~ntla m may
MA%IMUM DISrANGE of SIXTY (sD} FEET APART. BRANCH S INTERMITTENT PER rte'''' p,.~~ USG~MIDLAND 4UADRANGLE ~ /~°A t,~°"°~ 0) +
T P R ~ - 2, ALL PRIMARY EVERGREEN PLANTS SHALL BE DISTRIBUTED EVENLY ALONG THE LENGTH OF THE BUFFERYARD AND SHALL BE STAGGEREd ~ ~ QG APHIS MAP, ~ O
WHERE flUANT111ES PERMIT, PRIMARY EVERGREEN PLANTS SHALL BE INSTALLEd WITH TREE TRUNKS SPACED A MINIMUM OF SEVEN (7) FEET APART ~ i ~ i ~ a ~`ti \ \ ~ 1 1,
AND M XIMUM OF FIFTEE 15 FEET FROM OTHER PRIMARY EVERGREEN PLANTS AND FROM ANY REQUIRED OECIdUOUS TREE. NOW OR FORMERLY A A N ( } ~ ' N A~~bP o~°~AS~IC~`~,, ~ I w ~ I
hAL OLARK JR. ~ WIFE 6RFNDA A,
~ PR P AR I©; o~3z I oar ~ ~ , 3. AEI. SUPPLEMENTAL EVERGREEN SHRUBS SHALL BE DISTRIBUTED EVENLY ALONG THE LENGTH THE BUFFERYARD AND SHALL BE Q OSED EA OF LANDSCAPE c ~ \
'STAGGERED WHERE QUANTITIES PERMIT. ` MITIGATION = 17 054 S FT, D8: 1157> ~ G 3C0 •-f' ~ ~ * ~ ~ ZONENG = R-2C ~ ~ `
\ - ~ ° \ \ ~ ~ ~ ~ ~ \
STREET AND BUFFERYARD LANDSCAPE REQUIREMENTS ~ ~
~ ~ EXTE~tJZJ ©RY a~'fEIvTION v ~ \ ~ ~ ~ t ~ I,
Re cared Re aired Buffe and Re aired Pro osed REFER To SKEET G 3.1 ~ ,~,~,-:=k AREA {DOA-O ~ ~ ~ - ~ * •~tial • ~ ~ ~ ~ ~
e ofLandsca in ~ q ~ ~ ~ \ ~ Actual Width BUFFER RESTORATIa NHANCMENT PLAN \ ~ Width Plantings LengthlArea Plantings Plantings FOR ALL PLANTINGS INSIDE OF R~ARIAN BUFFER \
~
Street Yard 10 ft 10 ft ~ ~ a ~ ~ ~ v
ALL PLANTINGS OUTSIDE OF THE 100-FT \ - Trees 2 per 100 ft 455 $ 10 l0 ~ ~ ~ ~ ~ ~ ~ ~ ~ n ^~j ~ ~1 J Z
RIPARIAN BUFFER NOT TO BE COUNTED ~'"v ~ ~ 5hnabs 4 ~ - lper ft 455 ft 114 114 TOWARDS MITIGATION ~ ~ l
- ~ a`a>r1~~ ~RTI~AVZ 11"11V' ~IV ~~Yl~ a ~ ~ ~ I I ~ 1 I ~ I ~ I ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~
~~..i~...~ v,, ~ ~ . ~ ~ ' I r~ ' . IvON10R FORME ~Y ~ ~ ~ ~ , ~ err ~ E rr ~ ~ ~ _ I
NORMA A, JOhiN501v G'riA©'r11GK~5 ~ NIGO ~I Peruneter Screening 15 ft 15 ft \ , ~V W w w w w w w w ~ , r~ ~y ~ ~ ~ X. I....
Ia:08321090 ~ ,I Trees 9 per 100 ft 395 ft (a} 36 36 oe, s9~9, PG i 9z ~ Ms: D, ~G X67 i ~ ~ ' j , w +Y w w W w w w w w w ~ O ~ ~ I ~ BIORETENTION ~ ~ r ; ~ ~ Q I
zoNiNG = R-2o , ~ i w w w w w w ~L w w w\ 1~ ~ AREA (8R•2) ~ ~ ~ ~ , ~~Y ~ ~ w w w w ~ 3,7a8 5C, FT,~ w w w w
Shrubs 20 per 100 ft 395 ft (a} 80 SO ~ ~ ~ ' ~ ~ ' ~ ~ F~OFOSED 9,62 k 1~ f1 *+L.. ,mow w~ W w w w W J. w w ~ ~ O~
1 EXILING PLANTINGS TO BE USED IN LIEU ~~f ~ ' ~ S.. BIQG. 4 fl ~ ' r. w w w w w W ~ LLL~-~~~11k
F ANY PROPOSED PLANTINGS ~ „ ; , , ~ ~ • ~ ~II a U ~ W w ~ i
Building Yards 6 $ ~ $ 1 AS APPROV Y TOWN OF STALLNGS ~ ~ ! ~ ~ ~ ) \ . _ ~
Trees 1 er 300 s ft or 1 '733 s ft 6 or 0 ~ P
Shrubs 3 er 300 s ft 1733 s ft 18 18~ r ~ ~ ~ ~ Q...
~ ~ ~ ~ / ¢ ~ ~ ~
--"nom- ~ , Q ~ €n ~ Q ~ Y EXI~#G PLANTINGS TO BE USED IN LIEU ~
a, Based on the Town of Stallings Zoning Ordinance, 152.108, Bufferyard lengths taken only to limits of developed area, . ; ~ W 1 9 " ~ ~ ~ 01= ANY PROPOSED PLANTINGS
NOW OR FORMERLY • y m' ~ ~ ; ~ STEVENS M111 }10MEOWNERS A550G, ~ ~ /W w 'i Y ~ ~ ~ ~ ~ / (AS APPROVED BY TOWN OF STALLNGS)
ID: 08321091 ~ m Q f~ . ~ -
PARHING LOT LANDSCAPING RE UIREMENTS De` I ~ ~G `~91 ~ ~ 1~ ~ ~ ~ ~ ~ ~ ~ ~ r-
CJ ~ ~IOP.I:TENTION ZONING = R-20 ~ ~ ~ -r - ARa taR- i I ~ ' '
Based on Town of Stallrngs Zoning Ordlnance,152.10$ ~ ~ I .~a6 ea. ~r, . _ ~ . y y w d ~ ~ ~.~r`.~ OAK ~
Provide 1 evergreen or deciduDUS12,500 sq. of motor vehicle surface area; 25,554 sq. Df Tnotar vehicle surface area ~ ~ / ~ ~ , , ./y y s y k J` 1
Trees Required: 25,598 sq. ft. l(1 tree per 2,540 sq. ft.} =10.24 or 11 frees ~ . y ,v ~ ~ / ^ ~'KG, ~ ~'KG. 5A - - ~ ` I 3 yA ACES ~ ~
Trees Provided: 11 includes existin 2 24"oaks 1 34"oak and 1 48"oak. 6 ' ' / ~ , ~ N pA( ~ g() ) 0 R ~a ~ j~ AN • SP /IN., ~ AI • SPgCES I ~ ~ ~
I ~ P,roJect Numbe^: 17-I 0.033
NOW OR EORMERtY Daie; ~ 10.19.201 Q
_ , , TREE PRESERVATION REQC1IREl1'IENTS _ ` ` ~ 3 '1 '
~ ' ~ Based on Town of Stallings Zoning Ordirlanee,152.1~8 - _ - - ~ ~ # = , PA ~C ~G. ' ~ _ CORY ARNAZ i10NtYCU7`i' aA ~ ~ ID: 08324001 ~S Drawn 8y: JLN
Provide a Tninimum of S % tree save area, as a percentage of total area far this parcel. ` ~ ~ ~ - - ' ~ 24 ~ . D6: 1396, PG I61
- ~ ~ ~ ~ 24~ OAK , ~ ~ . ZONING = ?.-2O J S S / ~ ~ Checked By: NRP
Proposed tree save area - 372,533 sq. ~ Total area for arcel = 471,323 s . ft. - ~ ~ ~ S~R~ ' .
ti
Tree save area as a ercenta a of total arcel area = 74.0 % ~1w ' ~ ~ ~ ~ ~ RBV1510fr5:
~ u- 48" OAK osi~sl2o€o Orl Ina[ Subm!ttal
. ~ ~ !on li2alo Per NGD~NR ~ ~ 4 !on~~~ala Per NCO~NR
~
\ „ + cam ~ ~ , , ,i,
PLANT LEGEND ` _ - „ ~ - _~_6 ,
ALL PROPOSED PLANTINGS SHALL BE FROM THE TOWN OF STALLINGS ZONING ~ _ _ ~ ~ ~ ~ ; 0 R/W~-
ORDINANCE 152,1Q8,7 SUGGESTED PLANT MATERLSLS LIS - - _ ~ 9 7 ~ ~ ti r _ ~ °'4° mau ~
i ti ti
~ ~ _ , Sheet T;tle. _ _
Q ` ~ ~A~ ~ ~a ~ ~ .
a ~ ~ ~ _ _ X50' F'UB ~s ~oa~
~ ~yti~ ~ ~
-
SHRUB - LANDSCAPLNG _
LARGE MATURING DECIDUOUS TREE ~ ~ 'ti. 10X70 SIGHT TRIANGLES ~ 6~, ~ _
PER N.C.D,O.T. I' G.C. TO ENSURE THERE IS NO CONFLICT PLAN
~ ~ WITH PROPOSED PLANTINGS AND EXISTING
OVERHEAD UTILITIES PRIOR TO PLANTING 10'K7O' SIGHT TRIANGLES ~ ~ ~ PER N,O.D,O.T.
60 FT SHADE RADIUS
LARGE MATURING EVERGREEN TREE Sheet No:
~.EGEN~
' nrrnnr Erna i n,n ~ T(1 p n", , T, it .,n n",r r, , nr.,+r,~ . n..
DLI'UML IUU Ullj I L, f . I.,/ALL lrlr- W. UINt-UHLL UtN lr-M /AX31 I. GRAPHIC SCALE SUBJECT PROPERTY BOUNDARY
30 - - - - - - ADJACENT PROPERTY LINE 30 0 15 3o so ? - ? ? EXISTING FENCE LINE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND orraamoarraucocncmm~m T'S THE LAW. EXISTING 60' RIGHT OF WAY
ADJACENT PROPERnES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP o=mm iw wtu ; F%mvwdmff off nmmm„ SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A p 0 FIELD LOCATED TOP OF BANK C ¦
ormm*awmm'trmmygamm "y SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION a"= mark mo" *f w 00"m a wnam m ncaamrauamroswn,nscu¢ REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

B[1F'E~RR~S'TQRATIONIEw'H4NCElYFENTPLAAT~VO~'E5:
517E PREPARATON PENNISETUM GLAUCUM (BROWN TOP OR PEARL MIU_ETI PLANTING PRACTSCES ~ ~ ~ ~
THE RESTORAT10N/ENHANOEMENT PLAN SHOULD ADDRESS THESE ITEMS REGARDING PREPARATION 4F THE ATE FOR PLANTING: THIS FAST-GRON~NG, ROBUST; ANNUAL GRA55 EXHIBITS GOOD DROUGHT TOLERANCE WHfCH MAKES THIS SPECIES AN IMPORTANT WARM SEASON WHEN PLANTING SEEDUNGS,IT 15 HELPFUL TO MARK THE PLANTS WITH COLORED FLAGGING TO MAKE THEM EASIER TD LOCATE DUENNG MAINTENANCE
OPTION FOR SOIL STABILIZATION, TA5K5. THE FLAGGING CAN AL50 BE COLOR-CODED TO MARK PLANTS THAT HAVE DIED FOR REPLAOEMENT AT A LATER DATE. TREE PROTECTORS ARE -
-PLOW OR RIP SITE TO IMPROVE COMPACTED SOIL AND/OR ELIMENA1E AREAS WHERE CHANNEUZED FLOW HAS DEVELOPED. ALSO HELPFUL FDR LOCAl1NG PLANTS. TREE SEEDLINGS SHOULD BE KEPT MOf5T AND SHOULD NDT BE EXPOSED FOR EXTENpEO PER1005 OF TIME, A
-CONTROL OF SOD-FORMING GRASSES SUCH AS FESCUE AND KENTUCKY BLUEGRASS THAT WILT. COMPETE WITH PLANTINGS FOR NUTRIENTS. PHALRRIS AHUNDINACEA_(REEO_CANARYGRASS) -CONTROL OF INVASIVE, EXOTIC PLANTS THAT WOULD HINDER THE RE-ESTABUSHMENT ~ WOODY VEGETATION. PROPOSALS FDR PE5ITCIDE A NATIVE TO NORTH CAROUNA, THIS PERENNIAL OOOL SEASON GRASS IS USED FOR THE 5TA8fLIZATION OF POND SHORELINES, DRAINAGE DITCHES, CORRECTLY PLANTED TREE SHOULD HAVE THE FOLLOWING GENERAL CHARACTERISTICS:
USE SHOULD ALWAYS BE REVIEWED BY THE NORTH CARDUNA DIYESI4N OF WATER OUAUTY STAFF TO INSURE COMPUANCE WITH THE AND STREAMBANKS IN THE MOUNTAINS AND WESTERN PIEDMONT.tTIS ESTABUSHED BY PLANTING fRE~iLY CUT STEM SUPS OR RWIZDME FRAGMENTS. -PLANTED SO THAT THE ROOT COLLAR IS SLIGHTLY BELOW THE S03L SURFACE.
NEUSE AND TAR-PAMLIGO RIPARIAN BUFFER RULES. PLEASE NOTE THAT THIS SPECIES 15 AGGRESSIVE AND FORMS LARGE MONDIYPIC STANDS THAT D15PLACE OTHER SPECIES. IT SHOULD ONLY BE USED -HAVE THE MAIN ROOTS NEARLY STRAIGHT OR SPREAD OUT.
IF NO OTHER SPECIES ARE AVAILABLE. -HAVE SOIL FIRM AROUND THE ROOTS.
-HAVE THE TREE IN AN UPRIGHT F05T10N AND HAVE IT NEARLY EVEN WITH THE GENERAL GROUND LEVEL, NOT SUNK IN A HOLE DR RAISED ON A MOUND.
AILANTHUS ALTISSIMA (TREE-OF-HEAVEN) LDNISERA JAPONICA {JAPANESE HONEYSUCKLE) SECALE CEREALE_(WiNTER_RYE 4R RYE-GRAINI
AUSIZIA JULIBRISSIN {MfMOSA) MICROSTEGIUM 4TMINEUM (JAPANESE GRASS) VflNTER RYE IS A GOLD-HARDY ANNUAL GRASS THAT WILL GERMINATE AND GROW AT LOW TEMPERATURES. BY MATURING EARLY, !T OFFERS LESS PLEASE NOTE THAT THE NEUSE AND TAR-PAMLICO RIPARIAN BUFFER RULES ALLOW FOR A DNE TIME FERTILIZER APPLICATION TO ESTABLISH NEWLY C A (f~ ~ I c PLANTED VEGETATION. ONGOING FERTLIZER APPLICA110N IS PROH161TED BY THESE RULES. % E r\ ~ (,.i I I, I ~ L I ~ ~ ~tl
ELAEAGNU5 UMBELLATA {AUTUMN OLIVE) PAULDWNIA TOMENT05A (PRINCESS TREE) COMPETIIIDN DURING THE LATE SPRING, A CRITICAL TIME IN THE ESTABLISHMENT OF PERENNIAL SPECIES. WINTER RYE GERMINATES OUIGKLY HEDERA HELIX (ENGLISH IVY) PUERARIA LOBATA (KUDlU) AND IS TOLERANT OF POOR SOILS.
LESPEDEZA CUNEATA (KOREAN OR SERICEA LESPEDEIA) R05A MULTTfLDRA (MULTIFLORA ROSE) RIPARIAN BUFFER MAINTENANCE 5151 PoP~Qr Tent Road VV
UGUSTRUM STNENSE (Cf~NESE PRIVET) WISTERIA SINENSIS {CHINESE WISTERIA) SORGHUM BICOLOR (SUDANGRASSI CONTTtDL aF_GRASS~s_~,r_~F~RBS Sult2 130
ONLY THE SMALL-STEMMED VARIEITE5 OF THIS ANNUAL WARM SEASON GRASS SHOULD BE USED. SUDANGRASS IS USEFUL FOR TEMPORARY SEEDING, IN TWE EARLY STAGES OF RIPARIAN BUFFER ESTABLISHMENT, COMPETITION FOR NUTRIENTS BY ADJACENT GRASSES ANp FDR9S W'1LL SUBSTANTIALLY CQnCOrd, NC 28027
RND IT IS ADAPTED TO SOILS RELATIVELY HIGH IN CLAY OONTENT, SEED FOR COMMON SUDANGRASS 15 NOT ALWAYS AVAILABLE, BUT OTHER -STABUZE AREAS Of BARE SOIL. REFER TO 1HE FOLLOWING UST FOR S~gES DF GRAS5ESfSEDGE APPROPRIATE FOR 5011 STABILIZAI10N, INHIBIT SEEDLING GROWTH. RELEASE FROM HERBAGE9U5 COMPETITION HA5 BEEN DEMONSTRATED AS THE MOST COST-EFFECTIVE METHOD TD GiVII Slte D6SIgn
THE MAJORIT7 DF 11iE5E SPECIES ARE BY NECESSITY NOT NATIVE T6 NORTH CAROUNR, A7 PRESENT, THERE ARE ONLY A FEW SPECIES flF SMALL_STEMMED TYPES MAY BE USED, SUCH AS THE HY8RID TRUDAN. THE COARSE-STEMMED SORGHUM-SUDANGRA5S HYBRIDS ARE NOT ACCELERATE THE GRDWIFI DF SEEDLINGS. THE PLAN FDR BUFFER ES7ABllSHMENT MUST INCORPORATE CONTROL DF THE HERBACEOUS LAYER. ' LOW Impact ©evelapment OPTIONS FOR WEED CONTROL INCLUDE FOUR TO SIX INCHES OF WELL-AGED HARDWOOD MULCH, WEED CONTROL FABRICS, OR FRE-EMERGENT
NATIVE GRASSES USEFUL FOR ERO510N CONTRFk THAT ARE DOMMERgALLY AVAILABLE. PLEASE NOTE THAT FESCUE GRASSES SHOUI~ NOT APPROPRIATE FOR EROSION Ct~lTROL HERBICIDE. TYPICALLY, MOWING TO CONTROL WEEDS WILL BE IMPRACTICAL BASED ON THE RANDOM DISTRIBUTION OF PLAN1iNGS. WEED ' SmaII-SCQie Bullding DESI{~Il
BE USED FOR SOIL 5TABEL(IATIDN. FESCUE GRA55E5, PARTICULARLY TALL FESCUE, ARE CDMPETIIIVE AND WILL INHIBIT THE EVENTUAL CONTROL SHOULD BE CONTINUED FOR THREE YEARS FROM THE TIME aF PLANTING. Telephone: [phone]
RE-ESTABLISHMENT OF NATIVE SPECIES, ~ IN MANY CASES, THE MOST C05T EFFECTIVE AND SUCCESSFUL SIZE PLANT MATERIAL IS BARE ROOT SEEDLINGS. SOME SPECIES SUCH AS THE Facsimile: 704.248, 7951
HICKORIES AO POORLY AS BARE ROOT SEEDLINGS AND WTLL BE MUCH MORE SUCCESSFUL AS GONTAINER(ZED SEEDLINGS, IN E17HER CASE, gGROS1IS ALBA (REDTOPT AREAS OF CDNCENTRAT~b FLOW
FOUND IN FIELDS, PASTURES, ROADSIDES, AND OTHER DISTURBED PLACES THROUGHOUT NORTH CRROUNA, TREE SHELTERS SHOULD BE USED TO ACOELERATE GROWTH AND INCREASE SURNVABILITY ~ SEEDLINGS. IN ADDITION, MANAGEMENT OF COMPETING VEGETATION AFTER PLANTING I5 EASIER, MOWING AND WEED WACKER STRIKES ARE PREVENTED, HERBICIDES ARE ISOLATED DURING 1HE REQUIRED FIVE YEAR MONITORING PERIOD, THE RIPARIAN BUFFER SHOULD BE INSPECTED FOR E'JIpENCE OF CONCENTRATED FLOW. IF CONCENTRATED FLOW HA5 BEGUN TO FORM, A LEVEL SPREADER OR OTHER BEST MANAGEMENT PRACTICE SHOULD BE INSTALLED TO DIFFUSE SedIS:
THIS NATIVE WARM JASON GRASS SHOULD BE USED SPARINGLY FOR EROSION CONTROL AND SOIL STABILIZATION. FROM TRUNK CONTRCT, AND GRAZ€NG BY DEER ARE RESTRICTED. THE USE OF TREE SHEi.TER5 MAY ONLY BE PRADTICAL FROM AN ECONOMIC THE FLOW BEFORE IT ENTERS THE RESTORED RIPARIAN BUFFER.
STANDPOINT FOR MORE EXPENSIVE SEEDLINGS OF SPECIES DlFFIOULT TD E5TABU~1, SUCH A5 RED OAK. REDUCTIONS IN MAINTENANCE COSTS 1 141I1~~~j
(ip,~,,,, EX STRIDTA f SEDG~ AND INCREASED SEEDLING VIGOR ASSOCIATED WITH TREE SHELTERS SUGGEST THAT TREE SHELTER PLANTINGS MAY BE A MORE COST-EFFECTIVE THIS SEDGE OCCURS NATL~iRLLY 1N MARSHES ANO LDW MEADOWS THRDUGWCUT THE MOUNTAINS AND NORTHERN PIEDMONT t ~
AND COASTAL PLAIN OF NORTH CAROLINA. 11iIS SPEDIES HAS UTILITY IN A MIX FOR SOIL STABILIZATION IN MOIST AREAS. RPPROACH THAN PLANTING UNPROTECTED LARGER MATERIAL. IN URBAN OR OTHER HIGH VISIBILITY AREAS, SOME SPEOIMEN TREES AND Q ' ~~C"S~0 '
5HRU85 SHOULD BE INCORPORATED INTO THE PLANTING PLAN FOR PROJECTS IMPLEMENI'EO BY THE EEP, WHEN LIVE STAKES OR DORMANT ~ ~ SEAL r"'. _
CUTTINGS ARE INCORPORATED iN A PLANTING PLAN, CHD05E ONLY THE PREVIOUS SEASON'S GROWTH. LIVE STAKES SHOULD TYPIOALLY BE OADMIS GLDMERATA (ORCHARDGRASS
TH15 PERENNIAL, COOL 5EA50N BUNCHGRASS IS A GOOD ALTERNATIVE TO FESCUE BEOAUSE IT I5 LESS COMPETIAVE AND APPROXIMATELY ?INCH iN DIAMETER AND THREE FEET LONG, AND DORMANT CUTTINGS SHOULD BE APPROXIMATELY INCH IN PLANT LEGEND ~ D37_DD6
ALLOWS NATIVE HERBS TO COLONIZE THE SITE. DIAMETER AND TWO FEET LONG. L P ED PLANT HE AFPRO ED PLANT SPECIES ~ . ,~c • AL ROPOS INGS SHALL SE FROM T V a (
4~DEUM SPP. {BARLEY) LIST IN NCDENR S GUIDELINES FOR RIPARIAN BUFFER RESTORATION) !i, ~A5 ~ pP
LOCAL NUR5ER€fS ARE THE BEST OP11ON !N ACQUIRING PLANTS THAT WILL BE SUCCESSFUL. PLANTS GROWN FROM SEEDS OR CUTTINGS A NUMBER OF SPECIES OF BARLEY CAN BE USED FDR SOIL STABILIZATION. BARLEY IS A COOL SEASON, ANNUAL GRA55 THAT WREN IIi~rlilkl'~1~~1
Mp51URE IS kVAILABLE WILL GERMINATE IN TTdE FALL, STAY GREEN AURING TTiE WINTER, AND THEN DIE IN THE SPRING AS COMPETITION ODLLECTED CLOSE TO THE RESTDRA1TON AREA IMLL BE 1HE MOST LIKELY TD SURVIVE AND REPRODUCE. ~4~t g,l2o~0
FOR WARM SEASON PLANTS 1NCREA5E5. PLANTING. LAYOUT 6
7HE PLANTING PLAN SHOULD €NOICATE THAT TREES AND SHRUBS WILL BE PLANTED IN A RANDOM PATTERN. FOR INEXPERIENCE6 PLANTING
PANICUM CLANDESIINUM _(DEER~TT_NCUF~ CREWS, PRE-LA8ELE0 FLAGGED WIRES CAN BE USED TO MARK THE RANDOM LOCAl1~J OF PLANTINGS. TT~ESE FLAGS CAN AL56 BE COLOR
THIS NATIVE, PERENNIAL, WARM SEASON BUNOHGRASS CAN BE USED fN M015T LOW WOODS PRIMARILY IN THE PIEDMONT AND MOUNTAINS. CODED FOR EACH PARTICULAR SPECES. VARIOUS COLORS OF SPRAY PRINT CAN AL50 BE USED TO DIFFERENTIATE SPECIES. (SHRUBS) COMMON ALDER
i PANIGUM _ SPP._ (PANIC~RA~SESI (SMALL TREES) WINGED SUMAC
A NUMBER OF SPECIES OF PANTO GRASSES CAN BE USED FOR SOIL STABILIZATION DEPENDING ON THE M01511JRE REGIME AND SOILS OF THE SITE. EASTERN REDBUD HIGHBUSN BLUE6ERRY AMERICAN HOLLY (MEDIUM TD LARGE TREES)
SWAMP WILLOW SOUTHERN SUGAR MAPLE
I PANICllM VIRGATUM (SWITOHGRASS) RIVER BIRCH
7HI5 NATIVE, PERENNIAL, WARM SEASON BUNCHGRASS CAN TOLERATE A WIDE RANGE flF MOISTURE REGIMES. IT CAN BE USED ALONG STREAMS, SHAGBARK HICKORY
I! IN WET OR DRY WOODS, BRACKISW AND FRESHWATER MARSHES, SLOUGHS, SWALES, AND LOW PINELAND5 PRIMARILY IN THE EASTERN
PIEDMONT AND COASTAL PLAkN, RII'ARIAN BUF~`ER RE~T4RATIGNIENHANCI+aMENT PLANTING CHART ! Q
Planting Required Proposed ~
Type oFPlanting Proposed lrnpact Multiplier Density Plantings Planti>gs I, ~
Tree 3,53$ Sq. Ft. 3 320f43,5b0 Sq. Ft 78 80 ~ ~ 0 .....1 ~
Shrub 3,99 Sq. F't. 3 1,200143,560 Sq. Ft. 323 327 ~ ~ p
ALL EXISTING VEGETATION NORTHEAST OF THE EXISTING RIPARIAN DUFFER \ SHALL BE USED TO MEET THE GUIDELINES FOR RIPARIAN BUFFER RESTORATION
\ AS SET FORTH BY THE NCDENR ECOSYSTEM ENHANCEMENT PROGRAM Total 7,527 Sq. Ft. 401 407 ~ 0 ~ ~ 0
a. Required number of plantings based on NCDENR's Guidelines for Riparian Buffer RestoratioA ~ Q ~ ~
~ ~ ~ ~
f 49516~II' P&~ff tl9d~9gv'S3t~sd 97r':~Ilm 99~9S.8- ~ . ~ T- ~,a~a~~,AA~~~ ss~~ a ~ I ~
/ _-~gfl S99E9ffi ~«6«~'" L9~ 3i~nIIffi9 iZ~S92~'3dffiE.....- 9P-°3EE~ / \
REFER TO SHEET C--3.0 t/LANDSCAPING PLAN F 99"'~""'~ FOR TREE PLANTING, SHRUB PLANTING, AND _ n ~S4E1~'94~9R 9ffi L9SF~au"''E T. ~ ~ ~,~r
ROOT CROWN DEPTHS DETAILS 1¦.,.RI.~I
,..iy-...- trrlll~l~i#~ ~1~1`1 I~I~Irtt~l~l~ fa1111w i~l~l~l~ ¦°r"~ ~°°~e ~ \.J ~°~1r° g~sa
443 110.1~1~1 fl~l~o~l~lllllMlf~ _ .-.r5sr= -'.num~~9 ®9.~' '~~.-;r\ ~ e ""`a~, of ~ ~ ~ ~ Z\ d ~
1~1~1~1~1~1~ 1~1~1~~~/f~l~l~ ii !i„ - T a / b 1~ _ iii ffiS @33AC.--..,.- .gyp - 9~'G99 L= SB o 4 f~l _ ~asra_. q q5'. _ a PA
g 1~1~ 9s=:-ffi- e ~ ~~_~3~A5'' / c't r - ~ ~ ~ ~ l
@ e .n,,9~- ~ o ~ " 9 a a~Y.e S o ~ ~QA - n
o ,,may[ o ~ , N q ~ t ~ 1 ? - i ` , 'sA ~ 14
e q
- ~ ~ ~ iVl~p 11 fi ~ ~ ~"b 1~ P {III fl lid., ~~a ' ew~ii~J \ \ \ ~ ~ ~ pia'- ~:~~,a gr, . M i
4 ~ R~ \ ~ ti . ~ r ~ ~ e ~I o d
~ ~ YA ~IIB I a
~ \ \ \
? \
r ~ \ ~ ~ e v ~ \
~ ~ \ ALL PLANTINGS OUTSIDE OF THE 100--FT ~ ~ \ ~ \
- \ COUNTED e ~ \ RIPARIAN BUFFER NOT TO BE \ \ \ ' I
TOWARDS MITIGATION ~ ~ \ ~ \ ~ ~ • , v , v A \ a .
\ \ \ \ ~ \ \ ~ ° ~ ProJecr Number. 7-I 0.033
' ~ \ \ ~"fEND[~.D DRY DC=TC:NT(4N \ \
\ A- I \ 4. \ ~ AREA (DD ) ~ ~ ~ ~ .4 ~ Date: ~ . 0- 19-20.0
\ \ ~ \
' 9 9 TIE \ ~ ~ \ ~ \ \ \ ~ Qrawn Pry: JLI,~
A ~ ~
`w \ ~ I Checked By: NRP
\ \ ~ \ ~ ~ ~ y \ ~ y
\ \ ~ ~ ~
A \ ~ \ ~ ~ ~ i W' t ~ \ . iiM~ ~ e \ v \ \ \ ~ v \ i~~A~,i~~t~ii~~vrr,i~i`~r~ ~ ~ rw, 0611 6120 1 0 Orc Inal Submittal
\hiAri~~~ ~ i lid ~ lr ' ~ , ¦IIrIiI~Ila11~11~IIr11 ?~'a!~ Ian,/;?ola PerNCDENR
~ iiM~ait~i A A ii~~i~rii~,~~ i ~V 3I¦il~Cl¦I;~{I~III?Il~ll~l,¦ ~ti \,ir ~ r~r ~ I.~. ~ ~ \ \rs~~ Dili¦+-r , °9 to/lsi2ola Per NCDENR
, ,.Ilwll~, ~ III i I I ~~E;~~ I I~ j V~. ~ ~i,.~I~ \ i Vii,
I I ~ ' ~ , w , ~ ~ , i
I w,f ~Ir ~ ~ ~w'''~,~ ~11,,~
I ' I ~ • , ~ y ~ ~ ~Y ~ Ji y i _ ~Y ~ y w +Ir ~ 1 fly
. 6fORET~NT10 \ I I' f 40RET~NTION w . ¦ I r
~ e / ~ ~ ' f; I , ~
~r ` ~ y y y y y i ~~~A (BR-2) ~ I ' r ' 4111 ~ 1 i ` I ; ~ I I het Itl , y ~ ~ ~ ~ ~ S e T P:
~ 6 ,I 3 7~8 5Q. F - , ,7~8 5Q. FT. ~ ~ '
' ~ ~ ~ ~ 1~ ~ 0
~ / ~ + Ji ~ ~ ~ y ~ ~ LJ V I~ I~ E R
?rr II~n III ,rl ¦ U - ~ . y / \ RESTQRATI~NI
II~II~E~~I ~ Q `emu
. U ~ ~ /
M:~~"~~:~. ~ EHANCEMENT
\ - ~ / ~ PLAN
. I x
r---~...~''- ~ ~ v
• C~ ~ ~ a
-Q ,r, ` n E Sheet No:
LEGEC~fC LEGEl~D
c-rnn _
BEFORE YOU DIG D f V f . CALL THE NC ONE-CALL CENTER AT 811,
SUBJECT PROPERTY BOUNDARY GRAPHIC SCALE ADJACENT PROPERTY LINE 20 o 10 20 40
- -L a REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ti T EXISTING FENCE LINE
STOP 4L man mom wfooA tlM UK OR 9[owwm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING . - mno,°0°1wwcammvxu* c mw SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A - - - - - EXISTING 60' RIGHT OF WAY C~3m 1 FIELD LOCATED TOP OF BANK
or woe nwacrig it go= pain aw SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
*m Comem LKCM Of M*= xWAv " REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVCES

'GENERAL PRE-CONSTRUCTION NOTES:
'A~ICU~.
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH
THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE DF THE RPPLICANT.
2. SURVEYOR TO VERIFY RIGHT-OF-WRY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND
CONSTRUCTION WITHIN A MRINTAINED RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDOT AND THE TOWN OF
STALLINGS GUIDELINES {THE MOST SYRINGE T SHALL APPLY}.
P
1 XI G M -M PO SHALL BE DRAINED PER THE INSTRUCTIONS ON THIS SHEET, , TH

P N AIN IN TR CTI N . E~~I ~E~~! NG
51'xcCL AL AREA OF SKIMMER OUTFLOW. 5951 Poplar Tent Road
Su€te 130
'2, CONSTRUCT SKIMMER SYSTEM PER THE DETAIL ON SHEET 5/11. THE SKIMMER WAS QESIGNED TO DRAW DOWN THE Concord, NC 28027
POND TO AN ELEVATION OF 675 WITHIN A PERIOD DF 7-QAY5. _ _ , CiviP Site Design _ - ~ ~ ~ ; % Low Impact Development
3. INSTALL THE SKIMMER. CARE SHALL BE TAKEN TO ENSURE THAT THE TRENCH EXCAVATED FDR THE SKIMMER ARM , _ - _ _ _ _ Small-Scale Building Design _ _ -y - - . _ _ - Telephone: 7Q4.573.1621
ASSEMBLY IS MINIMAL WITH REGARDS TO DEPTH ANQ WIDTH. THE TRENCH SHALL BE EXCAVATED TO A DEPTH ONLY ~
(NECESSARY TD PROVIDE POSITIVE DRAINAGE. THE TRENCH SHALL BE EXCAVATEQ BY HANQ DR BY A SMALL RUBBER . - - - _ _ _ - ~ ~ Facsimile: 704.248.7951
TRACK EXCAVRTOR. ~ ~ _ ~ .-r l
\ ° - _ . _ _ - ~eal~: w
4. PROVIDE A SMALL RIPRAP AREA AT THE DOWNSTREAM END OF THE SKIMMER. THE RIPRAP AREA SHALL BE A \ _ - . - ~ ~ ~ _ _ _ _ _ _ _ S~iANDARD SILT FENCE ~ - CONCRETE WINGWALL ~ _ " 1~~,,,, i . ~ ; ~,i
MINIMUM OF 3--FE T WIDE ANQ 8-FEET DNG WITH A MEDfAN STONE SIZE OF 4-INCHES. THE RIPRAP AREA SHALL BE ~ . ' ~ ~ ~ _ ~ _ ~ i \ S W . (SEE DETAIL ON SHEET C-4:2) _ (SEE DETAIL 4/12) ' " r~ ~ ~ r
CONSTRUCTED PER THE QETAIL ON SHEET 2/11. r ~ ~ ' " - _ n• n,xa~xnA -esee.sES~a _ _ - ~'~=a' ~ ~ p, f
.sa
~ C T ORN R F P ND AT THAT IS 2 FEET DEEPER THAN THE 675 _ . THERE IS A SMALL AREA AT THE SOUTHEAS C E 0 THE 0 TH ~ _ _ 5 ~ _
VAT ON, THAT AREA SHALL BE PUM ED ONCE THE PROPOSED OUTLET CONTROL STRUCTURE 15 CONSTRUCTED PER ~ i' V W _ - _ - _ ~ _ _ ~oe~~~; ~~'4 ~ ~~~~nr,~~ - ~ ka~`µ.x x.y~e ~ l ~ ~ • ~32UD6
PHASE I OF THE EROSION CONTROL PLAN. THE G.C. SHALL PUMP THAT SMALL VOLUME OF WATER DIRECTLY INTO THE ,,,~,,,m~~~"~ ~~i~„~-~es~hs.°~'x~nn@wa.:= e ~ ~w~~!~" ~ ~e ~a~a ~ %~/L" ~~UIlV G4 .r ,,J"" ~-nm~w mtt~>v~cm"surer-~s-rm=~ce~~as ~a+r.~° ~ °°~a'r y'~aa ^'~C1'~~ , ~~c
~ _ G ~ C~ S.ui m v aa'SC G 94".~.64'~M1W OUTLE CO TROL S UC E - - -sC~'xh'e¢~~rt9s:tlx lFG a - ~ =iCCp4 ~ e . \ _
/ ~ n ~ ~ 9th&W6ST1?- / %
~ROStON CONTROL NOTES: ; ~ r' ~ f ~ / i ss f " ~ i / by~ / d`r ~ . y ~ ~ r \ ~ ~ Imo`<c0
1. ALL "STD, NUMBERS REFER TO THE MECKLENBURG COUNTY LANQ DEVELOPMENT STANDARDS MANUAL. I ~ ~ ~ h
. " F ~ ,i ~y ~escssmo ~ameaxmeo®nee~~~ ~.f ~"~~~--'~~'_'°'cemc.ep,
n 2. DN-51TE BURIAL PITS REQUIRE AN DN-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINIST TOR. x~' ~ ` ~ , ~ _ _ _ _ ~ _ " i` ~ _ as -
-'SKIh~MER STRUO.TURE SS7~2, ~
~ " ~ - ~ 3. ANY GRADING BEYONQ THE DENUDEQ LIMITS SHOWN ON THE PLRN IS A VIOLATION OF THE STATE'S EROSION CONTROL ~ W r REQOIR~D S~CIt~i~E~R~SIZE = 6-IN. ~ - - _ - ~ 0
~-~`~i~EQI~IRED ORIFICE DIAMETER= ~.~-IN. " ~ ~~~,v~ ~I ~__CSE~ DETAIL 5/11) _ i
ORDINANCE AND IS SUBJECT YO A FINE. A ~ ~ ~ ° ' ~ ~ ~ ~
' ~ ~ ' ~ r~ \ ~ i ~
A. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ER051ON CONTROL PLAN IS A VIOLATION DF THE STATE'S EROSION ~ ~ _ - _ ~ ~ V r , ~ ~ ~ f i ~ I ~1
CONTROL ORDINANCE AND i5 SUBJECT TO A FINE. \ ~ , r f ~ r ~
~ ~ ~ ~ ~ ~ i r'
1 AY WHICH I SH R R. \ 5. ALL SLOPES MUST BE SEEDEQ AND MULCHEQ tMTHIN 15 WORKING DAYS OR ~ CALENDAR D S, EVER S 0 TE \ Q ~ ~ ` RIPRA~ ENERGY ~ ~ ~ ~
'V ALL OTHER AREAS, 15 WORKING DAYS DR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL , ~ DISSIPATOR AT BR-2 OUT~'ET _
ORDINANCE FOR ADDITIONAL REQUIREMENTS. / , - , 4 ~ f ~SI~E ~`4-FT WIDE X 6-FT LONG ~ ' ~ ~
„rs~«,i~~i~' r,, X50 - 4-IN.
1 ONA MEASURES TO CONTROL ER05lON ANO SEDIMENT MAY BE RE UIRED BY A REPRESENTATIVE OF NCDENR. - ~ ~ ~ r+~ ~ ~ r"' ~ ~ h' ~ ` ~ ~ ~ w ~ ~ ~rw 6 ADD TT L Q ~
~
~ ~ ~ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN i0' REQUIRE ADEQUATE TERRACING [MOLDS
X30.16], SLOPES STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STABILIZATION. ~ ~ ~ ~ ~yv~ ; ~ ~ `l i" ~~'~r~i~~i _ ~ ~ ,
~ ~ ~ 1, ~ / / „J
8, A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WAN T PREVIOUSLY APPROVED, ~ ! , ~ ~ , ~ ~ ..w - _ - ~
¦ ~ ~ ¦ ~ i ~
9, TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST BE PRESENTED _ _ ~ - ~ ~ ; _ _J-~_ ; V~
\ ~ \ ~ rr ` ` t ~ ~ ~ ~ ~ ~ LL...I
PRE-COSNTRUC110N MEETING. {IF APPLICABLE} \ ~ ` _ - \ ` ^ ~ ~ ~ ~ - ~
OV R R I NTRO N NA RAT( ~ ~ ~ _ ~ ~ ~ ~ ~ ~ _ ~
? THIS EROSION CONTROL PLAN WA5 DEVELOPED TO MINIMIZE FHE CONSTRUCTION IMPACT ON ~ ~ ~ ~ ^ Y % ~ ~ \ ~ w
THE ADJACENT i0D-FT RIPARIAN BUFFER. THE SITE WILL BE DEVELOPED IN THREE PHASES. ~ ~ ~ `
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE POND - ^ ~ ~ ~ ~ ~ ~ o
SHALL BE DRAINED PER THE INSTRUCTIONS ON SHEET C-4.0 {PRE-PHASE I ER0510N r ~ ~ ~ ~ ~ ,
PR AT Y QAYS. - - - ' ~ ~ ~ 'CONTROL PLAN . THE TIME FRAME FOR DRAINING THE POND IS AP OXIM EL 3 _ _ r ~ ~ \ ~
1 i\ I I
2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL ~ ~ ~ ~ w , . l
STRUCTURE. ONCE THE PONQ HAS BEEN DRAINED DOWN TO ELEVATION 675, THE OUTFLOW ~ , . ~ _ ~ ~ ~ ~ ~
CONTROL STRUCTURE SHALL BE CDN5TRUCTEQ PER SHEET C-4.1 PHASE I ER0516N ~ + ~ ~ , ~ ~ _ - ' ` . ~ _ _ _ ~ ~ ~ ,
T PAN . F OWING COMPL fON DF THE OUTFLOW CONTROL STRUCTURE TWO ~ ~ ~ ` , ~ ~ ° ~ ~ ~ ` CON ROL L } OLL ET ~ ~ ,
~ +
I LAYERS DF HIGH HAZARD 51LT FENCE WILL BE INSTALLED. THE ONLY GRADING AS50CIAT r 1 ~ ~ i ^
• ,WITH THIS PHASE WILL BE THAT REQUIRED TO "PREPARE" THE EMBANKMENT CONSTRUCTION ` ~ + ~ , - ~ ~ . - ~ _ ~ _ . ~ A \ .l ' t \ \ \
FOR THE PROP05EQ SKIMMER TRAP. CDNSTRUC110N OF THE SKIMMER TRAP "MLL BE ~ ~ ` ~ ` ° ~ _ _ _
CDNQUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND ~ ~ ~ , ~ ~ ; ; ~ ~ ~ ~ ~
_ _ _ COMPACTED UNDER THE DIRECTION QF A LICENSED GEO7ECHNICAL ENGINEER. TIME FRAME ~ ~ _ ; ~ ~ ~ ~ ~ _ ~ ~ - • \ \ \ \ ~ \ ~ \ Pro ect Numbu'~ 17-10-033
~ ~ am FOR PHASE I {EkCLUDING THE POND DRAINAGE) IS APPROk. 1-3 DAYS. ~ ti, _ ti V ~ ~ _ ~ ti i ~ ~ • . r~ ~ ~ v _ J ~ ~
~ A ~ ' e ~ - ~ r ~ ~ l Gate: L1 09-0 I -20 I 0
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER 11iE APPROVED PLANS AND - . .
r _ _ INSPECTED PHASE II WILL OOMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE + ~ . ~ ti „ ,_w + ~ ~ ~ CJraaan By: JLM
K ~ - ~ N N PARKING LOT ADS. MASS GRADING WILL START AT THE HIGH END OF THE BUILID G A D P ~ ~ ; t ti ti ~ r
r - SITE, FARTHEST FROM THE SKIMMER, ANQ WORK TOWARDS THE LOW END. TEMPORARY ~ ~ + ~ ' ` + , . _ ; Checked By: NRP _ '~60' R~ I
_ _ , ~ DIVERSION GHRNNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. ^ • + y W- w
, ; _ r„r r TIME FRAME FDR PHASE II 15 APPROX. 3-5 DAYS 'SIT SHQULD BE NOTED THAT THE ~ ' " _ _ u _
' , SKIMMER SEDIMENT TRAP 15 WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50-YR ` ` ~„._u 061I6120i0 Original5ubm~t~al
_ _ ~~-,r,~ ~ _ _ _ _ _ _ ' STORM. -•-~~,1~r ~ ` _ ~ , . - ~ , ; osfa~izoio Per NCD~1vR

' S ROR,p FI T G AN WILL BE IN PLACE ONCE THE OATCH BASINS F 4. PHASE III WILL BE THE NAL S A E Q ~ ;~~~fC ;
r,...~. RND CURB HAVE BEEN INSTALLED. THE MAJORITY OF 1HE SITE WILL BE DIRECTED TOWARDS ~ AYJ "
A TRADITIONAL SEDIMENT TRAP THAT WILL BE CONVERTED TO A BIORETENTION FACILITY ~ ' - ' ~ ~
• ~ ~ ~ , r ~
`I ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE
D.5-ACRES WILL PROVIDE SEDIMENT TRI=ATMENT THRU THE USE OF STRAW WATTLES AND ~ '
CATCH BASIN fNLET PROTECTION. ~ i ~ ~ ~ ~ ~ 60~ R,(W - ~ ~ ~ _ _ _ ~ Sheet Title:
- -
5. IN ADDf11DN TD THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE
LANDSCAPE DETENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE DF PRE-PHAS?E I~
SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER.
EROSION
~ CONTROL
BEFORE YOU ~1G CALL THE NC ONE-CALL CENTER AT 811.
~ PLAN
STOP LEGEND
GRAPHfC SCALE SUBJECT PROPERTY BOUNDARY - - - - - - - - - ADJACENT PROPERTY LINE Sheet No: _
EXI5T1NG GRADE 3D o 15 so so ~ _ . ~ - ! 1 E of
_
- - - - - - - - - - - I T,IJIIIYU OU NtLiti I UI' VMT
680 PROPOSED GRADE _ - a_ _ FIELD LOCATED TOP OF BANK a~
©~iaa REFERENCE; ALL PARCEL AND BOUNDARY INFORMA110N FOR THIS PROPERTY AND ML mf1A00hM WMMCM QUK OF WC m~IFMI! ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
°F,me wwom ON ca f°.Wm°wBwrm NX= SERVICES. PROPERTY DIMENS[ONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A Wm=aommw vWwpwwmaa SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
own "m in =OWL or im mmmm. To w a` wfww anpim ' REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

GENERAL PRE-GONSTRUGTION NOTES: STEEL Posr STEEL POST GENERAL NOTES: A
' 1. CONTACT THE UILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH 8' MAX. STEEL POST WIRE FENCING HIRE FENCING STEEL POST 1. A STABIUZED ENTRANCE PAD pF ~5 WASHED STDNE DR RRIL ROAD BALLAST SHALL SE LOCRIEO WHERE TRAFFIC _ W7lL ENTER DR LEAVE THE OONSTRUC1fON SITE ONTO A PUBUC STREET,
THE IMPROVEMENTS UNDER THE SCOPE OF TWIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. ' WIRE FENCING I WIRE FENCING - 2. ALTER FABRIC OR COMPACTED CRUSHER RUN STORE SHALL BE USED AS A BASE FOR THE CONSTRUCTION
z FILTER FABRIC 1tTER FABRIC ~ FILTER FABRIC ENTRANCE.
' 2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCAT10N PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND WOVEN FILTER g w ~ 3. THE ENTRANCE SHALL BE MAINTAINED IN A CDNOIiIOw W1~CH WiU. PREVENT TRACKING OR FLOWING OF SEDIMENT _
CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE NCDO7 ANO THE TOWN OF FABRIC ~ a Fl,OW FLOW o ~ U ~5 WASHED STONE DNTO PUBUC STREETS OR E%151TNG PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIOwAL q OQ~ ~ ~ m FLOW Q~ STONE A5 CONDiTfONS WARRANT AND REPAIR OR ~.EAHOUT OF ANY MEASURES USED TD TRAP SEDIMENT.
STAWNGS GUIDELINES THE MOST STRINGENT SHALL APPLY , ~ 5~ ( ) N ~ I 5~ ~ ~ m X44 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED DNTO PUBUC STREETS MUST BE REMOVED IMMEDIATELY. ~vv N 4,~ 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMp4E SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN -
PHASEI CONSTRUCTION SEOUENGE: o ~ I I WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STRBfUZED WITH CRUSHED STONE WHICH DRA1N5 INTO AN APPROVED SEDIMENT BA51N,
iGR'RDINOC OL PLAN APPROVAL FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ~ ~
ANO NATURAL RESOURCES (NCDENR). OBTAIN SITE PLAN APPROVAL FROM TOWN OF STALLINGS. ANCHOR SKIRT 6" •ANCHOR SKIRT 6a MINIMUM 6. CDOT MAY INQUIRE A STANOkRD COMMERCIAL DRIVEWAY TD ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS { rr rrr•••~~~^^^ rrr---~~~ II,, ANCHOR SKIRT ON A THOROUC#IFARE. h~ ~ ~ I, ~ ~ Imo- I,`II
~ IN LIEU OF BURYING £ i ~5 WASHED 57DNE MA ,IEU OF BURYING SKIRT, 6 OF 6" MINIMUM --100 FT (MIN) i L ! L I Y WASHED 57ONE MAY $E U5E0 PUBLIC STREET I
2. SET UP AN ON-SITE PRE-CONSTRUCTION MEETING WITH A REPRESENATIVE FROM NCDENR TO DISCUSS ER0510N GEN RA N T ovER ruRNDawN. ruRNDawN. 5151 Polar Tent Road
CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING 1. FLTER FABRIC FENCE SHALL BE A MINIMUM DF 3?" IN WIDTH AND SHALL HAVE A MINIMUM of s uNE ExISTIwc GROUND Sulte 130
ACTIVITIES MAY BE A VIOLATION OF STATE CODE. WIRES wrrH 1?" STAY sPACINC. MAINTENANCE NOTE 2. WOVEN FLTER FABRIC BE USED WHERE 51LT FENCE 15 TO REMWN FOR A PERIOD OF MORE THAN 30 ITENRNOE NOTES: rro~N ceDTExnLE _ ` COnCOrd, NC 28027
DAYS, STEEL PASTS SHALL BE 5'-a" IN HEIGHT AND BE OF THE 1. FILTER BARRIERS SHALL BE INSPECTEI 3. SELF-FASTENER ANGLE STEEL TYPE. RESPONSIBLE PARTY OR HIS AGENT II TALL BE INSPECTED BY THE FINANCW.LY EQUIVALENT To M~AFI coax ~ wRSHEa sroNE Civil Site Design ' OR HIS AGENT IMMEDIATELY AFTER EAGH 1O0 FT (MIN) ~ Law impact DevelaPment
3. INSTALL TREE PROTECION FENCE, CONSTRUC110N ENTRANCE, SILT FENCE AND HIGH HAZARD SILT FENCE AS 4. WIRE 1'ENCING SHALL BE AT LEAST X10 GAGE WtfH A MINIMUM OF 6 LINE WIRES WITH ]2" STAY RAINFALL AND AT LEAST DAILY DURINI JiST DAILY DURING PROLONGEp RAINFALL. j
DEPICTED ON THIS SHEET MAKING SURE TO CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES AS PER THE SPACING. ANY REPAIRS NEEDED SHALL BE MAD'. 5. TURN SILT FENCE UP SLOPE AT ENDS. :D SHALL BE MADE IMMEDIATELY. ~ i Small-Scale Building Design n
~I APPROVED PLANS. 6. WIRE MESH SMALL BE MIN. 93 GAGE WITH MAXIMUM 1?" OPENINGS. 2, SHOULD THE FABRIC DECOMPOSE OR 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: OF THE EXPECTED USABLE LIFE AND :DECOMPOSE OR BECOME INEFFECTNE PR10R TO THE END
i A. AT TOE OF SLOPES GREATER 11•IAN ]D FEfI' VERTICAL 2:1 SIAPE I ~ ) FABRIC SHRLL BE REPLACED PRDMPTI JSABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE g ~ Telephone: [phone] EPLACED PROMPTLY. ~ ~ Facsimile: 704,248.7951
B. RT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER 15 SO FEET OR LESS AWAY ORANG£ CALL FOR AN ON-SITE INSPECTION BY INSPECTOR (AS REQUIRED BY NCDENR). WHEN APPROVED, INSPECTOR SAFETY FENCE 1s REQUIRED AT BACK DF SILT FENCE 3. SEDIMENT DEPOSITS SHOULD BE REM SHOULD BE REMOVED WHEN DEPOSTS REACH APPROX. ~ ~
ISSUES THE GRADING PERMIT AND CLEARING AND GRUBBING OF THE AREA DESIGNATED FOR THE CONSTRUCTION DF s, WHEN GRADING Is ADJACENT To SWIM sLJFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER HALF THE HEIGHT OF THE BARRIER. ~F THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN Seals.
~ GUIDELINES). THE CDLDR ORANGE IS RESEVED FOR VISUAL IDENTIFICA110N OF ENVIRONMENTALLY SENSfTNE PLACE AFTER THE SILT FENCE IS RED THE SEDIMENT SKIMMER TRAP EMBANKMENT MAY BEGIN. THE CONTRACTOR SHALL INSURE THAT "ONLY" THE AREA i AREAS. TD THE EXISTING GRADE, PREPARED ~ SILT FENCE IS REMOVEp SHALT. BE DRESSED TO CANFORM 2ADE, PREPARED AND SEEDED. 2-s INCH DoARSE Acc~EGa
: 9. DRWNAGE RREA CAN NOT BE GREATER THAN 1/k ACRE PER 100FT OF FENCE. ~~~~~~i,ll~fl~l~
R UI F R THE CO STRUCTION OF SAID SEDIMENT SKIMMER TRAP EMBANKMENT 15 DISTURBED. TOPSOILS ~ ]0. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN 1N TABLE 6.52A NORTH CAROLINA ER0510N AND EQ RED 0 N SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 11, DD NOT INSTALL SEDIMENT FENCE ACROSS STREAMS,
COLLECTED DURING CLEARING AND GRUBBING SHALL BE PLACED IN THE AREA DESIGNATED ON THE PLANS. ~ DITCHES. WATERWAYS DR OTHER AREAS OF CONCENTRATED FLOW.
HIGH HAZARD SIL .~m H HAZARD SILT FENCE DETAIL CONSTRUCTION ENTRANCE DETAIL . SEAL w
5. THE DONTRACTOR SHALL DILIGENTLY ANp CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND SCALE: N.T.S. [REF: MCL f.5. [REF: MCLDS MANUAL ~3O.O6B] SCALE; N.T,S. [REF: MCLDS STD. ~30.11A] _ G32GG6 ;
'STRUCTURES ASSOCIATED WITH THE APPROVED PLAN,
•i
6, THE CONTRACTOR SHALL MAINTAIN GLDSE CONTACT WITH THE NCDENR INSPECTOR SO THAT PERIODIC INSPEGIIONS
CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. 4`' -vt- to
A 5HA BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION ~ ~ _ ^ ' _ 7. ALL EROSION CDNTRDL ME SURFS LL - ~ - _
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. ~ ~ _ _ ,
_ _ EROSION CONTROL NOTES: ~ '
1. ALL "STD.' NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. " ~ , - _ - ~ . - `
STOP _
- - fN A MINI ATOR. ~ ' F _ ~ ~ - -
2. DN SITE BURIAL PITS REQUIRE AN ON SITE DEMOLITION LANDFILL PERMIT FROM THE ZON G D STR \ ; , - - ~ ~ _ ~ `STANDARD SILT FENCE ~ CONCRETE WINGWALL .
rv _ _ _ _ - (SEE DETAIL ON SHEET C~4:2)" ° ~ (SEE DETAIL 4/12) ,
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE'S EROSION CONTROL f' ~ ~ _ _ - _ ~
RDINANC AND IS SUBJECT TO A FINE. ~ ~ e--:`tea m.x.~~~aCrom nnr~sm.ax~,;.Y.?A°.'°cx~.vx ecm+s amcv.cm_ ^---a::-wsxarta.~aaa~yy~R ~m .f '/~1 /V/ ~ gym... - - ~ ~ = - ~ a.'~-AS'~5 c ry' y y ~ W-•i \
~~„~,co~=nom - _....Y ry _
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED ER0510N CONTROL PLAN IS A VIOLATION OF THE STATE'S ER0514N ~ , - _ _ _ _ - _ .n _ _ _
CONTROL ORDENANCE AND IS SUBJECT TD A FINE. ~ a° % ~ ~ _ _ _ _ _ _ - ~ ~ " J.'--- ~~r~~irr'¢ef~.~.._.....~ ~r•!y~a~ir•~aae~ae~e~.re~r ec~ ~ e` ~a?~~ - _"H,. i\. ~''..°ACa, ~d,~l,lAAi ~ w ~ f _ ~.,~5 C x ar o ~ sm~p. ~ ~ ~ ~ l=~ ~ ~ ~ ~,rr ~ (,rte}
a ~iiYi ewmm ? .~,~~,~,w!-~w! ~ ~i-~ n~aa'maeaa' ~ ...---~'.'cmrrzx~:z~ei®ma, rszaea s~aasc'~`aca': vcmc-a^.,ax~cw.tts c~ax r.'.~P6~i °=tee ~actrx~~. !A~e,~~~.. ~ ~ r, ~•~.'Bp" 1V 1 ~ [ / ~azk.,.~xx'~xzs ®mia~¢a~cna ` r 1 mac \ 4~+-.i ~`„w„J~
_ / _ ".~aa amcaw se:ma»satta~re 5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING RAYS OR ~ CALENDAR DAYS, WHICHEVER IS SHORTER. ~ _ ~,~-o~«=ate"n~a==nom==°~®° / p°' / l 'Y pnxS~s05~J ~ o ~ s~ \V r ~~r<c r-+~
I A OTHER ARE S 15 WORKING DAYS OR 9O CALENDAR DAYS WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL ! I- , LL A ,
m°i ~ _ ~ ~ j , i INANC FOR ADDITIONAL RE UIREMENTS. ORD E Q ~ / _ p / ~.4 yy1 ~ I ~
Y ~ / ~ ~ ~r m~~ ~/e ~ ~ 1~ i ~`4i w 5lNM~1ER STRUCTURE SST-2,_ ~ ~r«~, s gym. x~ ~ <-,~,~~~,~o~` ,I ~ ~ ~Jj z
6. ADDITIONAL M£ASURE5 TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED 8Y A REPRESENTATIVE OF NCDENR. ~ ; ~ i k~(ISTI~IG CENTERLINE
~ " ~ ~ ,x, ~ F RAN D B CH ~ ~ ` ~ - - -~-RE{3l"JIRED SKIMMER SIZE - 6-IN. ~ ~ ~ ~ ~ ~ ~ J
\ ~ _ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE ADEQUATE TERRA G [MOLDS r.~R ~ , ~ _ - -B~I`~~'~ -~S--INTERMITTENT PER T~P~R _ ~ ~ R;=QUIREO OR~IG~DIAMETER ~ .5,2--IN. _ _ _ - ' ~ ~ ~ ~ ~ 1 ~ ~ ~ ~
~ ~ - USGS MIDLAND QUADRANGLE _ - ` ~ - ;ANGLE _ _ ~ _ - - - ~ (SEE DE1'RIL 5/11) _ - ~ ~ ~ ~ ; ~,1'~ ~ 5 996 _ ~ _ _ _ ~ _ - " , j ~ I ~ ~ ~ ~ ~ ~I
~30.16j. SLOPES STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNIGAL ENGINEER AND MAY REQUIRE STABILIZATION. ; ~ ; _ - T0I'BGRAPHIG-MAP; X996 u. ~ ~,w~ ~ yj~~'"
~ ~ ~ ll~
8, A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING DNE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ; ' - \ SILT FENCE OUTLET PROTECTION ~ i~ ~ ' ' ~ _ - - - _ _ ~ ~ ~ ~ ~ ~'I i~>•, ~
\ , ~ i % ~ % ~ ' ~ ~ ~ SILT FENCE OUTLET Pf V (SEE DETAIL 213)„ .D"t3l)BLE LAYER,,k~IGW , :NCE OIJTLk-f ~'ROTECTIOht ~ ~ ~ ~ ? , ~ ~ , ~ ~ ~ ~ ~ ~ .r ~ ~ ~ V ~ ~ ~
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT R§GHT OF WAY MUST BE PRESENTED AT (SEE DETAIL 2/13) V 1HA~ARO SILT~~FENGE ! El`AIL 2/13) , r" ~ ~ r~' , ~ i (1 ~ ~ Q o
PRE-COSNTRUCIIQN MEETING. (IF APPLICABLE) \ SEG DETAIL DN THIS SH~E7 , , ( f ) ~ ~,~ir i iAx`~ ~ iii i~ _ ~ ~ ~ ~ ~,,,r.~~~ ~ ~ RIPRAP ENER~~'" ~ ~
\ ~ ~ ' .'V ~ i ~ t ..ad:. rr < ' OVERALL ER0510N _CONTROE~ PLAN~l~RRATIVE: , s` rr. ' ~ ' ~ w. , , ~ ~ ~ r~DISSIPATOR AT BR'-2 OUTL~f ~
N N PLAN WA DEVELOPED TD MINIMIZE THE CONSTRUC110N IMPACT ON STANDARD 56LT FENCE `J ~ ~ ~ ~ ` ' ~ THIS EROSIO CO TROL S ~ SIZE = 4-FT WIDE X .8-FT LbNG
THE ADJACENT 100-FT RIPARIAN BUFFER. THE SITE WILL BE DEVELOPED IN THREE PHASES. (SEE DETAIL ON SHEET C-4.2) o ..~~r ~~~;.~~~~r,E. °f~-rig
' ~ , ~
i ~ ~ ; f ~ ` ~ r HOTS TO G.C. 1. PRIOR 70 PHASE I OF THE EROSION CDNTRDL PLAN, THE EXISTING MAN-MADE POND f
, ~ ~ ~ ~~I`~ ~ f~` ~ ~ CLEARING AN© GRUBB]NG ANJ GRUBBING NLAY 6BGIN BUT ONLYAS ~ ~ ,1 f ~
SHALL BE DRAINED PER THE INSTRUCI1ONS ON SHEET C-4.0 (PRE-PHASE I EROSION ~ ~ ~ - _ RirQUIRED FOR Tl1E CONS' ' ~ ~ ~ ~ _ A,5 D~PICTEIJ ON 5~irrET C FOR Tl1E CONSTRUCTION OF OKI MM>=R Si=DIMENT TRP3' SST='I - ~ , - ~ ~ ~ ~EO ON S~iFET C-4.2 PHASE l I EROSION CONTR(JL PIAN % ~ ; ' ~ ~ ' , ' + ~r ~ ~ w ; ~
CONTROL PLAN). THE TIME FRAME FOR DRAIN[NG THE POND IS APPROXIMATELY 3 DAYS. ` ~ ~ ' ~ , ~ ~ ~ ti - - , , ~ ~ _ . ~ _ , , , ~ ~ '~U ~ ~ ~ i
_ ~ ~ ~ r ` ~ ~ ~ ~ o~
r ~ ~ / 1 rte, '•r, ~ 2. THE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OUTFLOW CONTROL ~ ~ ~ - _
: \ / ~ ~ ~ rr~' , ~ ~a, REE PROTECTION ' STRUCTURE, ONCE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675, THE OUTFLOW V " " y~ _ _ _ / \
T P R H T C-4.1 PHA I EROSION \ _ / ` ~ ~ ~ ' ~ ~ - ~ _ _ ~ ~ ~ ~S)~E-'SAIL ~6f 10) , CDNTRDL STRUCTURE SHALL BE CDNSTRUD ED E SEE ( SE ~ - ~ ~ ~ ~ I '
CONTROL PLAN . FOLLOWING COMPLETION DF THE OUTFLOW CONTROL STRUCTURE, TWO / _ ~ ~ ~ - ~ " \ ~ ~ - y ° ~ - ~ y, . _ 'EXISTING 36 OAI {ISTING 36" OAK TREE TO BE ~ ~ \
LAYERS OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSOCIATED A `:-p _ _ _ ` ~ ~ " _ REMOVED QURING =MOVED DUR9NG PHASE II ~ ~ ~ ~ ~ ~
WITH TH3S PHASE WILL BE THAT REQUIRED TO "PREPARE" THE EMBANKMENT CONSTRUCTION - - - - ` ~ ~ _ ~ ~ ~ _ ' ' ~ ~ ~ ~ ~ Project Numder: 7-! 0-033
/ _ ~ - ~ CONSTRUCT,IOI FOR THE PROPOSED SKIMMER TRAP, CONSTRUCTION OF THE SKIMMER TRAP WILL BE _ _ ~ , - " - ~ ~ ~ y°,~~ °-CONSTRUCTION ENTRANCE ~ ~ ~ ~
~ ~ _ - _ _ _ ~ (SEE DETAIL,, I (SEE DETAfL~-,ON THIS SHEET,} ~ ~ ~ ' ~ SILT FENCE OUTLEt PROTECTION ~ Q o9-0I-200
CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLACED AND / - - - ` " - ~ r - - - ~ ` ~ ~ ~ , , , ti , / EXISTING',12 CEDAR TREE"TO BEw,,~ ~ - ~ , . if' {SEE DETAIL 2/93) Date: , ~
COMPACTED UNDER THE DIRECT10N OF A LICENSED GEOTECHNICAL ENGINEER, 1TME FRAME - _ - ~ REMOVED-Di1~NG PHASE ~I::~~ ~ ~ ~ ~ ~ ~ ~ / _PROPOSED ~ _ _ ~ ~ ~ ~j+" Drawn Dy: ELM
H SE I EXCLUDING THE POND DRAINAGE IS APPROX. 1--3 DAYS, ~ , ~ _ _ _ - ~ ~ ' FOR P A ( ) TOP501L - ~ ~ ~ ~ ~ ~ ~ ~ \ ~ \ A \ y'.
/ - ~ EXISTING 12" DAK T E ' T B - _ _ - - • ; ~ - - fi E 0 E ~ - ~ ;18.1Q MIN`.` ~ ~ . ~ ~ ~ , , t STANDARD SILT FENCE Checked Ey: NRP
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND f ~ REMOVED f}.UR11JG PHASE II ~ ~ _ ~ ~ ~IN~`,~~ ~ ~ ; (SEE DETAIL ON SHEET C-4.2)
INSPECTED, PHASE II WILL COMMENCE. PHASE TWO WILL INCLUDE PRE ARA ON 0 E: j ~ ~ Y ~ _ _ _ F, ~ \ ~ - ` ~ ' , ` ~ ~ ~ . ~
' BUILIDNG AND PARKING LOT PADS. MASS GRADING WILL START AT THE HIGH END OF THE ~ n~~ ~ , - ~ ti ~ ~ ~ I~Evl51ai15~ ~ ' ~ ~ . ~ ~ ~ _ ~ ' ~ ~ 06l l 612010 Qf i itlaa SUbtt7ltt8d
'SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. TEMPORARY ~ ~ , ~ ~ , - ~ - y;~- _ _ - - ~ - u ~ - _ ~ ` ~ ~ . ~ ~ ~ o5ioli2olo Per NCDENR
DIVERSION CHANNELS WILE. DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN, ~ ~ , ~ , ~ ~ _ - ~ ~ -EXISTING 24 OAK TREE ~O-$E ~ ~ ~ ~ E}~ISTTNG ~;--°--E}~ISTING ~12"" E~r~-~TREfS , ` ~
` ~ ~ i ~ ~ REMOVED DURING' 15HASE II - ~ ~ - TIME FRAME FDR PHASE II IS APPROX. 3-5 DAYS. *IT SHOULD BE NOTED THAT THE ~ ~ ~ lY-- f' ~ ~ T01BE R . ~ _ TD, BE REMO~7ED , ~ ~ _ _ _ _ _ ~ ~ j,', ° ~ SILT FENCE 091TLET PROTECTION
_ _ SKIMMER SEDIMENT TRAP IS WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50- - ~ ~ ~ _ SEE DETAIL 2/13)
STORM. ~ _ - - -
j , _ _ .q ~ ' - _ ~ r _ ~E 1 6"1 _ ~ XISTNG~`3 t ~ ~ ~ ~ \ ~ ~E?(ISTING~`36" b~K TREE ( f
4. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BASNS _ 7'p BREMOVE _ ~ l 1'0~ B~ ~RENI~VED ~ ~ PHASE i LIMITS OF DISTURBED
AND OURS HAVE BEEN INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS " _ % ~ - _ _ ~ ~ _EXISTING 36 PIPE ~ ti ~ ~ - ~ ' ~ ' - _ _ - ~ ~ , ' ~ ~ ~ ~ • ~ ~ I AREA = 0,36 ACRES*
' A TRAD 1TONAL ED ME ~ti ! ~ y ~ _ - ~ - ~ ~ SEE ,PR I S I NT TRAP THAT WILL BE CONVERTED TO A 61ORETENTION FACILITY INLET INV. ELEV: 687.36 FT ~ ~ \ ~EE`,PRU~ECTION~`,~ * Sheet Tale: ( AREA REQUIRED FOR INSTALLATION
. .QUTLEf INV. ELEV. = 6E37.~5 FT _ _ ~ ~ r " ' ~ (SEE DEl - ( ' ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE c ~ LENGTH = S.SQ FT - ' - ° , ~ - (SEE D~ETAIL~6/10) _ ~ ~ OF SILT FENCE, CDNSTRUCTION ENTRANCE, ~ ~ j ~ r " SST-2 & OUTLET PIPE, AND CLEARING LIMITS FOR THE
TREE PROTECTION ~ - ~ _ SLOPE - 0:2%_ , ~ = Y~ , ` 0.5-ACRES) WILL PROVIDE SEDIMENT TREATMENT THRU 11-If USE OF STRAW WATTLES AND ~ ` - T` o ~ , % t, CDNSTRUCTION OF SKIMMER SEDIMENT TRAP SST-1 } ~
. ~ (SEE DETAIL 6~TO} - ~ - I a ~ _ ~ ; , - _ _ . , CATCIi BA51N INLET PROTECTION,
.
, _ . _ _ ~ Y _ t , ~ ~ SILT FENCE DUTLET PROTECTION EROSiO~ i ` V ~ % r ~ ~ ~ _ (SEE DETAIL 2/13)
5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE . _ ~ . , . r ~ , . ~ , ~ r -iii-,, ~s - r -60' ~ CONTROL
LANDSCAPE DETENTION POND WILL PROVIDE SECONDARY TREATMENT THRU THE USE 4F ~ -EXISTING. 36" OAK TREE TO BE .,.w~,., _ ~ ~ ~ ~ ~ REMO~ED~ -DURING f'HASf II ti,, ~ ~
~ ; SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER, ~ r ~ : . PLAN
' EXIS11NG BUILDING TO BE - ~ ~ ~ _ ' ' " - f~EMO>~Efl`~1lhRING-.PHASE II
r. ~ - ; GRAPHIC SCALE
- - - - - - _ _ ~ ` - ~ ~ . ~.A WYE EXISTING BLfILDING 30 0 15 30 60
,GAT-Q~_ TO ~REMLi~UE~ Sheet No:
LEGEND , e ~ . ~ ~ . Wr~Y~ _ _ , ~
SUBJECT PROPERTY BOUNDARY V
- - - - - - - - ADJACENT PROPERTY LINE
roraphr® mca .uma or+mua vc REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND - - - - - - EXISTING GRADE \ I ALL Ron n legaftwovoutloto=GPm[GM1Ud! ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING - EXISTING 60' RIGHT OF WAY ,
,°,M,DOCLOM Mpp0p~Anoncm IN FW. "mom„ SERVICES. PROPERTY DIMENSIONS AND COORiDINATES FOR PROPERTY REFERENCED FROM A 680 PROPOSED GRADE ' nF AM= CaNOW0. 0 ZrWW POMftM OU SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMAIION 401
naq mm "a amoL m! 70 =MM. m ffl"m or REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK nmmoomW mmwmammmma,meamm

GENERAL_PRE-CONSTRUCTION NOTES:
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY PALES. ALL EXISTING FACILITIES WHICH CONFLICT WITH
THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST 8E RELOCATED AT THE EXPENSE OF THE APPLICANT, i I sT»L PosT ~ I GRATE HOOD
YORE FENCING ~ 1` REBAR FOR GRKTE REMOVAL fROM RiLET
' ~ FILTER FABRIC CONSTRUCTION NOTES: ' 2. ~JRVEYOR TD VERIFY RIGHT-OF-WAY LOCATION PRIOR TO CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND ~
1. CONSTRUCT THE SEDIMENT BARRIER ~ 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 a FLTER FABRIC.
ti I STALLIN UI E E T IN NT SHALL APPLY . ~ ~ OEFLEOTOR I' FlLTER BAC
~ ~ 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24-INCHES ABOVE THE 1 F~`y GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFECIENT TO CAUSE EXPANSION I RESIPAINF DUMP LOOPS
P II DI+1 RU p U N E: n - - I' FAILURE OF THE STRUCTURE).
!"'~LL""~1~~OR'~2~"'~PCER CHANNEL CHECK DAMS SPILLWAY AND SKIMMER• CLEARING ONLY A5 NECESSARY I =I `~-L-'1~ ' ~ ~ ? -II III; 3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER ~ D~ D -
J TO INSTALL THESE DEVICES. ' ~ ~ I~I III ANCHOR SKIRT 4" (MIN.) TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A ^ I I SUPPORT POST WITH 4-FEET MINIMUM OVERLAP 70 THE NExT POST. ~ E z ~ ~ A ~
i 4 ~ 4. SUPPORT 5TANAARD STRENGTH FLIER FABRIC BY WIRE ME5TH FASTENED SECURELY TO THE f ~1 # ~ CATOH BAST ~ ~ f ~ ~ ~ F ~ ~ ( _
2. INSTALL PIPE P1 PER THE GRAD€NG PLAN ON SHEET C-5.0. ~ uPSLDPE SIDE DF THE PosTS. EXTEND THE WIRE MESH suPPDRT To TFIE BDTroM of T}fE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE 51DE OF THE FENCE POST. WIRE
I STEEL POST S ~ ~ OR PLASTIC ZIP T1E5 SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH, ~ p ~ D 5151 POPIar Tent Road~..'I7
'3 ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED PER PHASE II, CLEARING AND GRUBBING OF THE WIRE FENCING 5. WFIEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MINIMUM OF 8-FEET APART, ° Sulte 13Q co~~0~d, Nc ~sa27
F W iNSP CTION IS RE UIRED BY i SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24-INCHES. SITE (WITHIN THE LIMITS DEPICTED ON THIS PLANO MAY BEGIN. G.C. TD VERI Y HETHER E 0 ~ ;
NCDENR PRIOR TO ANY EARTH MOVING WITHIN THIS PHASE. (WOVEN FILTER FABRIC 6. EXTRA STRENGTH FLIER FABRIC WITH 6-FEET POST SPACING DOES NOT REQUIRE WIRE MESH ~ SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO THE POSTS. WIRE OR PLASTIC j 'D , . ° INSTAL~ATQN Civil Site Design
I ZIP TIES SHOULD HAVE A MII~MUM 50-POUND TENSILE STRENGTH. I ~ ~ NOTES LOw Impact Development n
4. FOLLOWING CLEARING AND GRUBBING, MASS GRADING MAY BEGIN. SITE SHALL BE GRADED PER THE GRADING PLAN accavATE A TRENCH APPROxIMATELY 4-INCHES u~DE AND s-INCHES DEEP ALaNC THE PROPOSED 1. INLET MAINTENANCE SHALL 8E DOCUMENTED fN PROJECT LOG BOOK. Small-Scale Budding Design
j - - - - LINE OF PasTS ANO UPSLOPE FROM THE BARRIER. ON SHEET C-5.0. CONTRACTOR TO BEGIN AT THE NORTHWEST CORNER OF THE SITE AND WORK TOWARDS THE ~ I I-_ ~jji_ ~E~T~QN 2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR ' Telephone: [phone] fi2i
I I ~ ~ ..--III-- I ---I ~ I=I ~ I~ ~ I-) ~ 1=III I (-I l B. PLACE 12-INCHES OF THE fA6RIC ALONG THE BOTTOM AND SIDE OF THE TRENCM. SPILLWAY OF SKIMMER SEDIMENT STRAP SST-1. AS THE SITE IS BROUGHT TO FINISH GRADE, THE CONTRACTOR SHALL " '-'I I ~I I=I ~I I ~ (.••-I I ~T~I I -I I I~ I III. ' I i TO INSTALLATION, ~ Facsimile: 704.248,7951 3. FILTER BAGS MAY BE REMOVED WHEN SITE; IS STABILIZED AT
j -i ~T- - - - 9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT, THOROUGH CONVERT 5KIMMER SEDIMENT TRAP, SST-1, TO THE TRADITIONAL SEDIMENT TRAP, ST-2, AS DEPICTED IN PHASE III OF I ~ ~-1 I I- =11 I"~ I I;;=I ~ I-) I -I I~, . ~ THE DIRECTION OF THE ENGINEER.
~ I I-I I ~_1I ~ ~I I I-•-ia' COMPACTION OF 1WE BACKFILL IS CRIT1CAL TO SILT FENCE PERFORMANCE. j THE EROSION CONTROL PLAN ON SHEET C-4.3. i ~ 4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE. gealy;
I 1D. DO NOT ATTAGH FILTER FABRIC TO EXISTING TREES. CATCH BASfN INLET PRflTECTIflN DETAIL 5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR ~ SCALE: N.T.S, [REF: MCLDS STD. ~3D.15] BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME), 11 {I11~~~I
CA FOR AN ON-SITE INSPECTION BY A REPRESENTATIVE FROM NCDENR ONCE SITE !5 BROUGHT TO GRADE AND ~ MAINTENANCE NOTES: I 5 LL i j 6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT ~lY
CONSTRUCTION OF SEDEMENT TRAP ST-2 IS COMPLETED, 1. INSPECT SEDIMENT FENCES AT LEA57 QNCE A WEEK AND AFTER EACH RAINFALL . l i ROADS. ~ ~ ~
MAKE ANY REQUIRED REPAIRS IMMEDIATELY, SILT FENCE QETAIL ,~^.,a, .~Cti 9
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE DR SCALE: N.T.S. REF. MOLDS STD. ~30.06A 6. THE CONTRACTOR SHALL DILIGENTLY AND CONT1NUpUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND BECOME INEFfEC11VE, REPLACE IT PROMPTLY. 1 f ~ t ESS/ • `Y 1 . a SEAL r.
I ,STRUCTURES ASSOCIATED WITH THE APPROVED PLAN. 3, REMOVE SEDIMENT DEPO51T5 AS NECESSARY TO PROVIDE ADEQUATE STORAGE ' C3200o 1 ,
~ VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE ! 1 - .'4~ d 4
~ TO AVOID UNDERMINfNG THE FENCE DURING CLEANOUT. c l ~~'t' ° 'GINS; ' . P~'
I' 7. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE UNION COUNTY INSPECTOR SO THAT PERIODIC ~ I I 4, REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING F G A AN TA I I IT A
~ INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. TFIE AREA O R DE D 5 BLZE FTER THE CONTRIBUTING DRAINAGE AREA HAS I BEEN PROPERLY STABILIZED. I i ~w d
I a ~o r s
'8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED !N ACCORDANCE WITH THE NORTH CAROLINA EROSION - _ _ _ _
r~ AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPARTMENT OF AGRICULTURE, U.S. SOIL CONSERVRTION - ~ _ HEFpRE Y4U DIG CALL THE NC QNE-CALL CENTER AT 811. _ i'~ / ~
SERVICE, AND THE UNION COUNTY LAND DEVELOPMENT STANDARDS, ' ~
~ ~ ~ STANDARD EROSION CONTROL NOTES: ~ _ \ ~
sTaP 1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND DEVELOPMENT STANDARDS MANUAL. ° _ - - ~ _ RIPRAP APRON RA-
f - '(SEE DETAIL 2/91)
\ 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR, \
~ ~ f '^y ~
`,~r_ i ~ ~ CONCRETE WINGWALL - ~ _ - _
3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE'S EROSION CONTROL ' _ _ - - _ a°.~p~~,~~~.,~,~:°~:8~ - E ETA!
ORDINANCE AND IS SUBJECT TO A RNE. _ SKIMMERSEDIMENTTRAPSST-1 ,,~~_~'.`°°°'rc1=t~= x~;:.~r ~ -
SEE DETAILS 4111 ~ 6(11 FOR SPECIFICATIO _ ~~a~~°`~° _
~ 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIpLA110N Of THE STATES EROSION DRAINAGE ARI=A (PHASE 1I GOVERNS) -1 8 ACRES _ ~ _ v ...~-F>-„-".="..- ~i1~!1~ ~ i-icQOC¢arxawa~ ~ ` ~ \ ~r~'0 ~ ~ ~nya ~ -
PROPOSED DISTURBED AREA = 2.04 AC S ~ ~ - ~ -,-w--- - - CONTROL ORDINANCE AND I SUBJE A [ _ r =~Irr1~1'~ ~ - r+?~~ 4jM~r.+~~a ~i~aa¢wns rare;c.. PEAK Q10 PHASE ((GOVERNS) = 6.6 F5 f " ~ _ r ~ rir ,smart'°: - ~suv'~azc~sra~ra~c-~x¢ saaae.?~rea ac~h-sm"'°w~mwm~co ~a~ar„cy sr~ ~!ti~~,~~i ~ r -.-„-.~Yc~c _ - ~Qo -rmm:svcx xs~e•myaaa \ - w,c~ , °
REQUIRED5TORAGEVOLU~1E=5 88C.F. - - ;~~,~°,~~-u~>"~~`°°°°~~° .
5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR ~ CALENDAR DAYS, WHICHEVER 15 SHORTER. ~ ` ~'~I ~,e~~-°°~~` ! RVAI'IABLE STORAGE VOLUME - 49,801 C.F. ~ " , ` ~r'~;a _ ~ ~ I',.~' v ~ ~ 1 , w ~ ~ ~ ~ 'qtr
R RE 15 WORKING DAYS OR 9O CALENDAR DAYS WHICHEVER IS SHORTER. REFER TO THE EROSION CONTROL ° . ~ ~ i _ ALL OTHE A AS, REQUIRED SURFRCEAREA =2;897 5Q. FT. , ~ , , _ _ ~2~FER-PTO SHEET C-5.O FOR PIPC~ ~ ' - ~ ~ ~ ~ ~ ~ C~ ~ ~ _ - - --~t)`~D~OEJ~-LET_STRI}O~URE INFORMATION ~ ~..~..~~r ~F
ORDINANCE FOR ADDITIONAL REQUIREMENTS. AVAILABLE SURFACE AREA = 23,503 SQ. FT, ~ ~ tl=~'~ ~ ' ° EXISTING OENTI -~EXI571NG DEN.TERL~N~ OF~B~ANGI~- ~ ~ ~
BOTTOM OF STRUCTURE ELEV. - 676.00 FT ; ' ~ , ~BRA~ICH €5 TNT ~BRA~ICH €S INTERMITTENT PER ~ ~ ~ ~ i a I ~ ~ _ !1 USGS .t~~9~Nfl---6tJADRANGLE ~ - - - - _ GRAVEL`AG~iD R1P RRP ~ ~ ~ ~ ' n ~ J ~
TOP OF DAM ELEV. = 681.00 FT ~ ~ ~ _ _ _ 6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE RERUIRED BY A REPRESENTATIVE-Qf THE COUNTY TOPOGRAPHIC_ TOPOGRAPHIC MAPr-1~J~n~" ~ FINER BERM , , ~ ~ ~ , ~ ~ ~ ~ v J ~ CL~
\ SPILLWAY ELEV.: 679.00 F7 w _ _ _ _ _ ~ _ - _ ENGINEERING DEPARTMENT. ` ~ ' ~ ~ _ _ - _ - ~ _ (SEE~~DETAIL 6f 11) ,1 ~!1 ~ Z~~
A SPILLWAY WIDTH =12-FT ~ ~ _ _ . ~ SPILLWAY DEPTH = 2.0-FT ~ _ _ _ _ - _ - D~~t?BLE~YER HIGH pIP~P ~ ~ ~ ~ ~ ~
' 7• SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 1O REQUIRE ADEQUATE TERRACING [MOLDS REQUIRED SKIMMER SIZE = 2A-INCHES ~ ~ ' ~ r _ _ _ _ ~ - - 'fiAZARD SI LT,._FEhfCE` _ - - - - - - - . , ~ ~ yr ' ~ _ ' , ~ i ' ~ ~ ' ~ i, ~ il,~ ~ ~
i ' ' ~ r ~ REQUIRED SKIMMER ORIFICE DIR. =1.8-[NCHES - _ ~ ~ _ 30.1 & . SLOPES STEEPER THAN 2:1 SHALL BE (:VALUATED BY A GEOTECHNICAL ENGINEER AND MAY REQUIRE STAHILIZA110N. \ % ~ i' ~ ' ~ - - _ - - (SEF, DETAIL ON SHEET C-4. i } , , . ~ ~ ~ ~ ~ ~ ~ I' ~ ~ ~ ~ ~
~ j ~ . _ ~ ,r ~ ~ ~ ~ i
BALES TO BE SPACED PER DRAWIN'~ ~ ;
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT WA5 NOT PREVIOUSLY APPROVED. SEE D~'AI J10 FOR BAFFLE 1NSTALLATlO ETAIL f ~ ~ ~ i` ~ ~ ~ ~ ~ ` ~ ~ REFER TOE SHEET C A F P~PE~ ~ ~ J ~ _ Q ~ o ~ ~ AND OUTLET STRU UR NFQf~MATiON
\ ' ~ ~ ~ ~ f~-I h
9. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES fN NGDOT RIGHT pF WAY MUST BE PRESENTED AT \
'PRE-COSNTRUCTON MEETING. (IF APPLICABLE} ~ i ~ r oQ, ~ ~ 67g 677_......--- -SILT FEN TLEf PROTECT~3N
OVERALL EROSION CONTROL PLAN_NARRATIVE: Rlp SILT FENCE OUTLET PROT,ECTIOIJ
'`~i'I ~ (SEE ,.DETAIL 2f 13) 6$Q 679. ~ ; ~ ~ THIS EROSION CONTROL PLAN WAS DEVELOPED TO MINIMIZE THE CONSTRUCTION qN 6 _ ~ , ~
IMPACT ON THE ADJACENT 1O0-FT RIPARIAN BUFFER. THE SITE WILL BE DEVELOPED FR ~ i i\ r LL.
_ ~ ~ 6a 681 IN THREE PHASES. ~ 0 I,
~ ~"r~ r~ i ~ F
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE ~ ~ - ; ~ _ - ~ ~u~, `--._,r..-~-676 ~ wr ,
SST- I / , 2~~I /1 J ! r , ~ ~ _ ~0' ~ ~ 39.56 ~ 0 ~ ~
I POND SHALL BE DRAINED PER THE INSTRUCTIONS DN SHEET C-4A (PRE-PHASE I V ~ ~r,~ _ I ~ _ I A 0 ~,r, ~ ~ ' ~ ~ ~ ~ y = ~ ~p~~~
EROSION CONTROL PLAN , THE TIME FRAME FOR DRA NING THE POND 15 r rr / ~,r, } ~ ,i: ,i~r~i
APPROXIMATELY 3 DRYS• \ _ ~ ~p ~ ~ ~ ti - ~ /
rr ~ r _
2. TWE FIRST PHASE WILL INCLUDE INSTALLING A PERMANENT OU1T'LOW CONTROL V ~ ~ r ~ ~ '`TEMPORARY R>DGH~ CHECK IJP,M _
' STRUCTURE. DNGE THE POND HAS BEEN DRAINED DOWN TO ELEVATION 675, THE ~ ~ # ' TD ~ SEE DETAIC'9~ 3 ~ ~ ~ ~ ~ ° Proect Number: 17-' 0.033 .,I ~ ~ ~ ~
OUTFLOW CONTROL STRUCTURE SHALL BE CONSTRUCTED PER SHEET C-4.1 (PHASE I , ~ ~ ~ ~ ~ ~ ~ ~
EROSION C~dTROL PLAN). FOLLOWING COMPLETIpN OF THE OUTFLOW CONTROL ~ ~ ~ ~ _ ~ _ - - - ~ ~ ` - ~ ~ ~ ~ SILT FENCE OUTLET PROTECTION ~ 'sate: 1Q 09-0 ~ -20 ~ 0
' STRUCTURE TWO LAYERS OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE J ~ ~ ` ~~a, , ` ~ / ` (SEE DETAIL 2/13) ,
ONLY GRADING ASSOCIATED WITH THIS PHASE WILL BE THAT REQUIRED TO "PREPARE" _ ~ ~ti ~ Orawn 6y: JLM
MBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP. CONSTRUCTION ~ ~ ~ THE £ - ~ ~ ~ , ~ I~
_ ~ l . s ~ ~ TEMPORARY IVE SI N DIT „q OF THE SKIMMER TRAP IMLL BE CONDUCTED U51NG DFF-SITE STRUCTURAL FILL _ _ ` ~ D R O ~ ~ ~ ~ `~8.0' MIN:: ti ~ v'~ u1rN~'~~, ~ ~ ~ ~ ~ ~ ~ ~ Checked By, NRP
~ _ ~ - ` _ ~ {SEE DETAIL 4/1 O} ~ - j MATERIAL RNO WILL BE PLACED AND COMPACTED UNDER THE DIRECTION OF A r - _ _ _ _ _ _ - ~ ~ \ STANDARD SILT FENCE
~ ~ ~ / ~ (SEE DETAIL ON THIS SHEET) ~ ~ ~ , ~ ~ i ~ ~ ~Viyl~n5%
LICENSED GEOTECHNICAL ENGINEER. TIME FRAME FOR PHASE I (EXCLUDING THE POND ! j ~ . ~ ~ ~ A . , ~ ~ o6ns~2oio Or. Inal Submittal
DRAINAGE) 15 APPROX. 1-3 DAYS, ~ _ RR DRAINAGE~AREA`TO ? ~u ~ ~ - ~ ~ \ \ - - ~ ~ ~ ~ ~ ~ SST-1 - 1.58 ACRES _ ~ ~ ~ ~ ~ _ _ ~ ` ` ~ o9io~~2oRO Per NCD~NR
~ ~ TREE PRO_TE_CTION - - ~ COI~STR{JCTI01 ~ SILT FENCE OUTLET PROTECTION '=~COI~STR{JCTIO~E~J'1~A.~l.CE'~ _ ~ SEE DETAIL 2/13j
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS ~ ~ ~ ~ _ c ~AI 6 ~ - SEE`-D AIL`~.f ~ ? ? ~ ~ ,,(SEE DET L ytv0} - - ` ( ET (~SEE`D'E1"AIL`~,ON SHEET'~C=~.'.r,~__ _ ~ / ( \ ~ ~ ~
AND INSPECTED, PHASE II W[LL COMMENCE. PHASE TWO WILL INCLUDE PREPARATION ` - _ ,
pF THE BUILIDNG AND PARKING LOT PADS. MASS GRADING WILL START AT THE HIGH T.r..,- ~ ~ _ ~ _ ~ _ - . - - ~ ~ ~ ~ - ~ ~ ~ ~ ~ ` ~ ~ SKIMMER SEDIMENT TRAP BAFFLES ~ ~ {SEE DETAIL 2/10)
END DF THE SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE LOW END. ~ , J~..~ ^ _ ~ ~ _ ~ ; ~ ~ - _ ~ ~ _ _
TEMPORARY DIVERSION CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE ~ ~ - = ~ ~ ~ ~ - - - ~ . r ~ ~ - `,r,~ ~ ~ ~ ~
N TIM FRAM FOR PHASE II I5 APPROX. 3-5 DAYS. *IT SHOULD BE ~ . ~ ~ ~ ~ ' _ _ - - - ~ ' 5KIMMER BAST . E E r.,:; STANDA'RD•-SILT FENCE
NOTED THAT THIS SKIMMER SEDIMENT TRAP ES WELL OVERSIZED AND CAN ACTUALLY ~ ~ , ~ - _ - ' REF:~.PR~ SEE DETAIL ON THIS ~EE`F) - _ - - - ? ~ ~ ` ~ ~ ~ ~ ~ PHASE II LIMITS OF DISTURBED Sheet Tale: /~"~RE~~.PR©~ECTION~'. AREA = 2.30 ACRES
HANDLE UP TO A 50 YR S ARM. _ ` ~ ,r ~ ~ •.(SEE ~ETAIL~6/1O) `s / f
w. ~ s , _ , _ _ '~.M_
' 4. PHASE Ifl WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH ~ ~ ~ ~ ~ 4 _ ~ ~ ~ `r _ o ~ ~ ~ - ~ ~ ~ SILT FENCE OUTLET PROTECTION
TH A OR F TH IT WI L BE - ~ ;BASINS AND CURB HAVE BEEN INSTALLED. E M J TTY 0 ESE L ~r.~- ~ - (SEE DETAIL 2/13)
_ _ ` ti 'DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRAP THAT WILL BE CONVERTED TO A ~ , . ~ ~RO~oN
, ~ ~ BIDRETEN110N FAOILITY ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE ` ` _ - . - . , ""-'rte , ~.a:,~, ~
NORTHERN END OF THE 517E 0.5-ACRES} WILL PROVIDE SEDIMENT TREATMENT ~ .,,:a~..~ _6 _ CONTROL
; THRU THE U5E OF STRAW WATTLES AND CATCH BAS NLET PRO E 0 . ~ . ' ~ _ _
~ - ~ - _ GRAPH€C SCALE ~ LAN
r l ~ ; ~ 30 0 15 30 60
5. IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE ` _ ~ - _ ~ _ ~ ~ I EXISTING 36 PPE - _ ~
A T ON PON WI PROVIDE SECONDARY 1REATMENT THRU THE USE ' ' ~~~D LANDSO PE DE ENT( D LL INLET INV. ELEV. = 687.36 FT - F',(J ~~C ~f~~ Sheet No: ~
DF' SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. OUTLET INV. ELEV. = 687.35 Ff ~ ~ , , ~-G.F-1~°~ LENGTH - 5.50 EI' ~ . ~ r_.._.._ ~
~ ~ ~
aLurG = u.tro SUBJECT PROPERTY BOUNDARY _ 1 -
- - - - ADJACENT PROPERTY LINE
REFERENCE. ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND oumm - - - - - - - EXISTING GRADE we® a xcw «r ".~=w,"w;",wmm" ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING _ _ _ _ _ - _ _ _ _ _ _ _ _ EXISTING 60' RIGHT OF WAY % "60 RAW- - _ m2
" °`"°°°ioltORAcaffosADa110M 10 Ito SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A OO Lwwr. lK*=O"""",'""am ww COMM 680 PROPOSED GRADE DOM"MamwnmItotoo w.0 SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION
r409 DOWLatQwww TO a n c~` REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK

A i N TI U NC : 0 A RD I N N R PAN R ATI
NaTE To c.c. 1. G.C. TO ENSURE ALL FLOW IS DIRECTED TOWARDS SEDIMENT TRAP ST-2 UNTIL CATCH BASINS AND OUTLET PIPES HAVE THIS EROSION CONTROL KLAN WAS DEVELOPER TO MINIMIZE THE CONSTRUGIIDN IMPACT ON THE ADJACENT 100-FT RIPARIAN
f , ALL INLETS MUST HAVI BEEN INSTALLED PER THfS SHEET, CATCH BASINS SHALL BE PROVIDED WITH INLET PROTECTION A5 DEPICTED. ONCE INLET BUFFER. THE SITE WILL BE DEVELOPED IN THREE PHASES, S MUST HAVE IMPRINTED UPON THEM A FI5~9 AND THE WORDS "DUMP NO WASTE DRAINS TO RIVER"
oR EQUIVALENT APPROVE PROTECTION IS ESTABLISH, FLOW MAY BE RIRECTED TO SAID INLETS. ENT APPROVED LANGUAGE. _
1. PRIOR TO PHASE I OF THE EROSION CONTROL PLAN, THE EXISTING MAN-MADE POND SHALL B£ DRAINED PER THE 2, FOR CATCH BASINS S ( Oft BASINS (SEE DETAILS 3! i 3 ~ ~l 13) ~ FOR JUNGTION BOX (SEE DETAILS 3/ 12 ~ 4/ 12}, -
2. FINALIZE BUILDING PAD AND INSTALL CURB AND GUTTER PER THE GRADING PLAN ON SHEET C-5.D. INSTRUCTIONS ON SHEET G-4.0 PRE-PHASE I EROSION CONTROL PLAN . THE TIME FRAME FOR DRAIN€NG THE POND IS f )
APPROXIMATELY 3 DAYS. INLET SCHEDULE: 1LE: PIPE SGHEDULE:
3. INSTALL STRAW WATTLES AS DEPICTED ON THIS SHEET.
CATCH BASIN CB-I 2. THE FIRST PHASE WILL INCLUDE INSTALLING R PERMANENT OUTFLOW CONTROL STRUCTURE. ONCE THE POND HAS BEEN CB- I PIPE P I = 12" RCP PIPE P~ = 36" RCP
4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES, RIM ELEV. = 083.00 FT DRAINED DOWN TO ELEVATION 675, THE OUTFLOW CONTROL STRUCTURE SHALL $E CONSTRUCTED PER SWEET C-4.1 (PHASE I INLET INV. ELEV. = 677.8 83.00 PT INLET INV, ELEV. = 675.50 t=1' INLET' INV. ELEV. = 685.06 PT
EROSION CONTROL PLAN). FOLLOWING COMPLETION OF THE OUTFLOW CONTROL STRUCTURE, TWO LAYERS OF HIGH HAZARD OUTLET INV. ELEV. = 68) , :V. = 677.89 FT' (PROM 8R- I) OUTLET ENV. ELEV. - 675.00 FT OUTLET INV. ELEV. = 682.27 FT :LEV. = 68 I.13 FT (TO BR- I } LENGTH = 123.50 FT LENGTH = 399.00 FT ~ ~ ~ ~ ~ J ~ ~ ~7 (f'~`
5. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE. ALL SEEDED AREAS WILT. BE FERTILIZED, RESEEDED AS :LEV. = 678,00 PT (TO LOA- I) SLOPE = O.~i% SLOPE = 0.7%a I y I \ I V ~7
SILT FENCE WELL BE INSTALLED. THE ONLY GRADING ASSOCIATED WITH THIS PHRSE WILL BE THAT REQUIRED TO "PREPARE° OUTLET INV. ELEV. = 678,1 i NE(~SSARY, AND MULCHED ACCORDING TO THE SEEDING SPECIFICATIONS ON SHEET C-SD.O (SITE DETAILS SHEET 1), 5151 PopEar Tent Road
THE EMBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP, CONSTRUCTION OF THE SKIMMER TRAP WILL $E FF TIV TO 1 D TH IMIT F R A IS I R COV ON S OP HAS CHAN T 1 Y CATCH BASIN CB-2 GB-2 PIPE P3 = 12" RCP PIPE P5 = 36" RGP ConcoSdulteNO 028027
CONDUCTED USING OFF-SITE STRUCTURAL FILL MATERIAL AND WILL BE PLRCED AND COMPACTED UNDER THE DIRECTION DF A RIM ELEV, = 68.00 FT ;82.00 FT INLET' INV. ELEV. = 678,00 FT INLET INV, ELEV. = 682,07 Fl-
LICENSED GEOTECHNICAL ENGINEER, TIME FRAME FOR PHASE I (EXCLUDING THE POND DRAINAGE) IS APPROX. 1-3 DAYS. _ 7. COORDINATE WITH A UNION COUNTY OFFICIAL PRIOR TO REMOVAL OF CERTAIN ER0510N CONTROL DEVICES. OUTLET (NV. ELEV. - 680.1 :LEV. = 680.05 FT (TD BR-2} OUTLET INV. ELEV. = 677,00 PT' OUTLET INV. ELEV. = 682.00 PT Civil Site Design
OUTLET iNU. ELEV. = 677,; :LEV. = 677,33 FT (BYPASS) LENGTH = 165.00 FT' LENGTH = 385.00 FT ;Low Impact ©evelopment
3. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND INSPECTED, PHASE II WILL SLOPE = 0.6% SLOPE = 0.2% 1 Small-Scale Building Design
8. ONCE SEEDING HAS BEEN ESTABLISHED, ALL (MPERVIDUS SURFACES INSTALLED (EXCLUDING THE SURFACE PAVEMENT COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE BUILiDNG AND PARKING LOT PADS. MASS GRADING WILL START JUNCTION BOX JB-3 ~X JB-3
COURSE), AND RLL pRAINAGE AREAS BECOME STABILIZED; SEDIMENT TRAP 5T-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. = 091.35 FT 91.35 FT Telepi~ane: 704.573.1621
TO BIORETENTION AREA BR-2 AND BIDRETENIION AREA BR-1 SHALL BE CONSTRUCTED ACCORDING TD THE ATTACHED INLET INV. ELEV, = 687.3u CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. TIME FRAME FDR PHASE II IS APPROX. 3W5 `.V, - 687.35 FT Facsimile: 704.248.7951
GRADING PLAN SHEET C-5.D . OUTLET INV. ELEV, - 687, ( ) DAYS. IT SHOULD BE NOTED THAT THE SKIMMER SEDIMENT TRAP €S WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A :LEV. - 687, 15 FT
50-YR STORM. deals:
JUNCTION BOX JB-~ 9. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH AN INSPECTOR FROM NCDENR SO THAT PERIODIC INSPECTIONS x JB-~
RIM ELEV. = 66,00 ~r GAN $E PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION, 4. PHRSE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CAT N ~86,0o Fr ~,~t~flii~;,,
CH BAST S AND CURB HAVE BEEN INSTALLED. INLET INV. ELEV. = 652.27 `.V. = 682.27 FT ~u "
THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS A TRADIIIONRL SEDIMENT TRAP THAT WILL BE CONVERTED TO A OUTLET INV. ELEV. = 662.1 10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE kMTH THE NORTH CAROLINA EROSION AND :LEV. = 662.07 PT = ~o~~ I ~'°p 9
BIORETENTION FACILITY ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN END OF THE SITE 0.5-ACRES) SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, Wi V IM N - ~ p32u0o
LL PRO IDE SED E T TREATMENT THRU THE USE OF STRAW WATTLES AND CATCH BASIN INLET PROTECTION. n'
GENERAL NOTES: 5. IN ADDITION TD THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE LANDSCAPE DETENTION POND WILL x:°.1,15 '~F`t, ~ .
~I 1. FIRE ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED AND MAINTAINED PRIOR TO VERTICAL CONSTRUCTION. PROVIDE SECONDARY TREATMENT THRU THE USE OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. ~~~~1 ~ i's~,1;i 1~
,~"r~-zOlo
Z, RLL MATERIALS EQUIMENT LABOR AND WORKMANSHIP IS TO BE IN ACCORDANCE WITH AND SUBJECT TO THE TOWN OF
I STALLINGS ENGINEERING DEPARTMENT, UNION COUNTY PUBLIC WORKS DEPARTMENT, AND THE NORTH CAROLINA DEPARTMENT
% OF TRANSPORTATION. THE MOST STRINGENT SHALL APPLY. r
~ ~
r- ~ EN RA PR - ONSTRU T10 0 S: _ , - , ' ` ~ ~ ~ ° ~ _ - RIP~P APRON RA-
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING U1ILITY POLES, ~ ~ ~ ~ \ _ _ GRAVEL AND RIP_.f~AP 5EE DETAIL 2/11) _ ` -FILTER BERM (
ALL EXISTING FACILITIES NtriICH CONFLICT WITH THE IMPROVEMENTS UNDER THE ~ ~ ~ ~ - ~ _ _ ~ _ - - _ - % - ' ~ (SEE DETAIL 6/11)
\ SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE ~ ~
1 ~,~xa~r ,xx_~axF~ °~1m~~x,~~. s y CONCRETE WINGWALL
APPLICANT, / ~ ~ - J^~ ~ ~ ,o~~"~`" ~ ' P ' w-- ~ 0 ~ ~gPilB~ _ . - - ~ _ _ rw,,; ~ ~ LSEE DETAIL 4~1~j~
_ - _ ~ ~ --'.`SAM" y ~ _ sAl~x1~/~ ~ ~ x ~~~s.e,~R
2. SURVEYOR TO VERIFY RIGHT-pF-WAY LOCATION PRIOR TO CONSTRUCTION. . , , - t"` _ ~ . _ - _ ~ ~ _ ~d.~x~ ,ce? ~xamx= xocmar-caa~~az~-~~x ~mur~.a.x~a,a~zrn,~wad~-spa P~~xaaram,x e''e °-~.~~~0~~ ~ ~
ALL PROPOSED IMPROVEMENTS AND CONSTRUCTION WITI-IIN A MAINTAINED ~ ~ ~ _~-~w~.-'°~`°`~~ d~'~""~;",- i ~ ~ ~ ' ~ ~,~~s~~~~lY~~.I~Ia,~YNi ~ii~rl~a. 9.e~ s i o~'~ s~/` _ Boa ars ®a ~s .z'ca a°,`e
RIGHT-OF-WAY SMALL BE DONE IN ACCORDANCE WITH THE NGDOT AND THE 4 ~ • ~5 _ uo,,,, ~,a~.m-~- ~ ~ / / .4~ rs ~ ~ ~ ~syy C 9~xP v..r l ~ ~ ~ ~A:
TOWN OF STAWNG GUIDELIN T MOST 7RINGENT SHALL APP Y ~ ' J ~ - r ~ ` ` ~ tl~e ~~a: \ , w ~iry - 3 [ ` tom,
A° / EXI~TIN~
R I N N N _ ~ OS O CO TROL , OTES: ; ' ~ i~ ~ ~ RCPRAP APRON RA-3~ B~R/3NCH-I `--EXI~NG` CEf~4TERLINE OF~ BRAfVCH- _ - V' _ _ - - _ _ _ . ` ~a J ~;-"~`~ti.- ~ ~ ~ C~ . B~RHNGH-15-1NTfRf~IT1"EN`(-15517 ~ ~ ~ .OVERFLOW .WEIR BYPASS TO t ~ a:~ ~ ~ Q
p fin, _ ;v~ (SEE DETAIL 2 f 1~1~~ ~ . m - °'t3J5GS MIDI 1. ALL STU. NUMBERS REFER TO THE MECKLEN$URG COUNTY LAND ~f a~' ~ . _ = ~'t3JSGS MIDLAND QUADRANGLE ~ BE BLOCKED flFF~ - ~
~ f ~ _ TDPOGRAP DEVELOPMENT STANDARDS MANUAL. ~ ~ gym. - ~ ~ _ _ _ TOPOGRAP~t~~MA~, 1996 _ _ Ut~LTII SCfE IS STA6~ZED- - - ~ - ~ ~ , ~ ~
- _ DOCIBEE-"LTiYER HIGH \ /
HAZARD SILT FETE - 2. ON-SITE BURIAL PITS REQUIRE AN DN-SITE DEMOLITION LANDFILL PERMIT \ r - _ ~E~~_ TEMPORARX 12-.~....P~.~ M, r ~~~IP~P~ ~ ~t"1 ~ ~ ~ ~ _ _ _ ~ -INLET INV. ELEV. = 680,05 FT ~ ~ P , - '~J ~ _Z ~
~ ~ (SEE DETAL ON SHEET G-4,' 1N SHEET C-4,1~..___-_--_~- _ - r' ,r`'r - OUTLET INV. ELEV. 677.D0 FT ~ Q ~
FROM THE ZONING ADMINISTRATOR, \ / ~ ~ ~ ~ ~ y \ i ~e . / ~ - _ _ . _ _ _ LENGTH = 19,5 FT ~ , ~ 'r " ~ ~ ~ ~ 'r.~~
~ SLOPE - 15.6fi ~ ;,~r ~.~,r~' y,. ~ ~ ~ ~ i~ ~ ~ r
3, ANY GRRDING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN 1S A \ / ~ t~ ~ ~ ~ _ _ ~ ` ~ - V ~
. i VIOLAIION OF THE TOWN~COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT ~ ~ i \ ~ ~ ~ it/~ ~ ~ ~ r; ~r ~
i TO A FINE. - ~ \ ~ 51LT FEHJCE Ot7TLET ROT~ECTION STRAW WATTLES P + ~ . ~ ~ ' ~ SILT FENCE, OUTLET Pf~OTECTION u
(SEE DETAIL 112) ~ `,(SEE,'OETAfL~ 213); ' , , / ~ ~ ~ ~ ~ ~ , , ~ ~ ~ " ` ~ ~ (SEEP DETAIL 2/13) ~ ~ ~ ~ °o
CATCH BASIN INLET PROTECTION 1 ! ~ ~ ~ 4. GRADING MORE THAN ONE ACRE WITWDUT AN APPROVED EROSION CONTROL 7D ~ ~ - ~ , / ~ B ~ ~ ~ 1 ..-f
(SEE DETAIL ON SHEET C-4.2) 0' / , 7$ 77 I PLAN IS A VIOLATION OF THE TOWN,ICOUNTY ER0510N CONTROL ORDINANCE AND RIR ~ ~ , w~l ~ ~
A~iq i ~ ~ s80 679 ~.-r N , ~ , I T T Fl S SUBJEC 0 A NE _ 8 ,
E~ / F FUTURE OUTLET TO BR 1 TO BE F FR ~ ~ 1 ,'yam UU I e~ J i' o- ~ / tL ~ U
BLOCKED OFF UNTIL SITE 15 STABILIZED ~ _ , , / ~ 83 . 5. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 1 ' / `
~ ~ 36, ~ ~ _ ~ ~~~f iii 9O 25.60' ~ ST 1 , ) , ~ ~ ~ ~ ~ lr ~L
CALENDAR DAYS, WHICHEVER IS SHORTER. ALL OTHER AREAS, 15 WORKING ~ , ' ^ ` ~ J TANDAR I T FENCE S D SL o ~ r r r ~ A ~ r~
DAYS OR 90 CALENDAR DAYS WHICHEVER 15 SHORTER, REFER TO THE EROSION ~ SEE DETAIL ON SHEET C-4.2 ~ ~ _ ~ ' ~ _ _ _ 1 ~ ~ ~ ~ ' 2~a D' 15~,~~ r~ ~ ~
- CONTROL ORDINANCE FOR ADDITIONAL RE UIREMEN7S. A ~ ~ ~ ~ "~~`~w----~ Q 1 s e ~ 5.~, ~ ~ , V ' ` `i~
_ W,, - ti EXIS~G 6 PIPE ~ INLET INV. ELEV. 687.3 ` ` ~ ~ ~ ~ \ s~3 ~ 4~ /
• 6. ADDITIONAL MEASURES TD CONTROL EROSION AND SEDIMENT MAY BE - ~ ~~f'~ _ - r< OUTLET INV. ELEV. = 687.5 FI• f ~ ~ -
R UIR D Y A REPRESENTATIVE OF TH COUNTY ENGINEERING DEPARTMENT. ~ - ~ ~ _ ~ - - - _ . ~ . ti _ EQ E B E LENGTH - 5.50 FT ~ _1 , ~ ` , ~ ~R ~ ~ ~ ~ a V :1~
SLOPE - D,27 \ ~ - - - I ~ ` -
~ \ } Y: h ~ . ~ ~ \ , ~ ~ \ ~ . 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2.1. FILL SLOPES GREATER DRAINAGE AREA TO CATCH / - / Pik ~ ~ ~ ~ ,.-u? RIPRAP APRON RA ~ . ? ~ SILT FENCE OUTLET PROTECTION
. BASIN CB-1 - 0.47 ACRES ~ ~ ~ _ ~ ~ ~ A A 1 T PR - u~ ~ ~ , THAN 10 REQUIRE DEOU TE TERRACING MCLDS 0. 6 . SLOPES S EE E ~ ~ ~ - ~ ~ ~ ' ~ #3 ~ ~ ~ ~ _ ' ~ (SEE DETAIL~'2/11}• (SEE DETAIL 2/13)
THAN 2:1 SHALL BE EVALUATED BY A GEOTECHNICAL ENGINEER AND MAY ~ I ' ~ _ m' ~ $Q, _ ~ , ` ~ I Pra~ectNumbea: I7-10-033
Q E ~ = ~ RE U1R STABILIZA110N,
_ ~ _ y ~ ~ T T P Date: ~ i 0-I 9-20 i 0 SEDfMEN RA BAFFLE ~
1 _ _ ,r = - _ ~ r \ ~ , , ~ , / (SEE DETAIL z/1 aj
8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ~ ~ , , ~ ~ _ ~6 ~ ~ ~ co ,i I ~ ~ ~ _ ~ / - ~ , f - , ~ Drawn By: JLNi ~
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. I ~ , - , ~ - ~ s~ ` • ~ ~ ~ ~ ~ % Checked 6y. NR~
- ~ 8~. ~ _ ~ / ~ SEDIMENT TRAP ST-1
9. TEMPORARY DRIVEWAY PERMIT FOR GDNSTRUCTION ENTRANCES IN NGDOT i / ~ , , , - - ' ~ ; , ~ ~ (SEE DETAIL 8110 FDR SPECIFICATIONS)
_ , RIGHT OF WAY MUST BE PRESENTED AT PRE-COSSTRUCTION MEETING, (IF ~ ~ ~ ~ ' _ _ ~ _ _ ~ ' - ' / ~ DRAINAGE AREA (PHASE III GDVERNS) = 9.28 ACRES Rev~Sions:
APP ICABL ~ ~ - , _ ~ _ , ' _ ~ ~ ~ ` ~ _ • 061161201 QI^I II'Eal ~JUbmlttal / / ! ; PROPOSED DISTURBED AREA = 2.21 ACRES
~ , CP ~ _ ~ ~ ~ 4 , _ _ • . ` ~ ~ ~ ' ~ ~ ~ ~ • ~S ~ _ - " A SILT FENCE PEAK Q10 (PHASE III GDVERNS} = 6.84 CF5 ~ i o1 i uzo i a Per NC©ENR • ~ ~ ` ~ - ` _ OUTLET PROTECTON REQUIRED STORAGE VOLUME = 4,608 C.F. ' ` i of i e/2o i o Per NC©irNR
• _ ~ • Y ~ ~ ~ _ = -~,O` (SEE DETAIL 2/13) AVAILABLE STORAGE VOLUME ~ 7,531 C.F.
, _ , ,r , t ~ ~ ~ ~ ~ ~ ~ , _ Y _ , ~ ~ / REQUIRED SURPACEAREA = 2,576 SQ. FT'.
_ _ ; ~ ~ AVAILABLE SURFACE AREA = 3,749 SQ. FT.
,t,I DRAINAGE AREA BOTTOM OF STRUCTURE ELEV. = 677.00 FT _ ~i ~ ~ ~ TO ST-1 ~ 1.28 ACRES ~
i _ , 69a ' , c4 ,l - - TOP OE DAM ELEV. = 68$,00 FT ` / ` SPILLWAY~ELEV.~ 680.00 FT
- ~ • : ~~j - _ ~ ~ ~ STAND RD SILT FENCE ~ .SPILLWAY WIDTH = 8=F"f- - _
; GRAPHIC SCALE ~ , i _ ~6 ~ c4~ ~ (SEE DETAIL ON SHEET C-4.1 } SPILLWAY DEPTH = 2,0-FT Sheet Title: 1 _
_ _
w _ _ f'r ~ ~ ~ f ~ ~ ~ ~ .SILT FENCE OUTLET ~P.~OTEGTION Bl~FF1_ES TO BE 5PACED)5ER Dk4WING -
f :cam;; _ a.rrr, . _ ~ ~ E P-5~' ~ •(SEE DETAIL 2/13j _ - (SEE DETAIL 2110 FDR BAFFLE INSTALLATION DETAIL). P H/'t~ E _ _ y ~ - _ _
~ ~ 1. 'yam ~ ~ ® ' ' '"-ti., ~ tl',w,~- ~s y . ` PHASE III LIMITS GF DISTURBED ~ - _ _ ~ Ra ~ n
~ ~ ~ ~ ~ ' ; ~ t i . ` @1 ~ JB-4 r "-`-..---60, 2.36 ACRES' ~,J =
. ^".~-...mow
L V I V ~ ~ E E - ~ _ ~ ~ _ ~ - _ coN~r~o~ ti ~ ti~ , _
~ -=ti ti. E . - - ~ - . ~ - SUBJECT PROPERTY BOUNDARY -.n: _ L _ ~ , _
_ , - - - - - - - - ADJACENT PROPERTY LINE DET~tL ~,-~1~ ~ - - - _ ~ ~ PLAN . _ _
EXISTING FENCE LINE `~E u - - - _ _ ~AWY~~ . _ , ~ _ ~ .
- - - - - EXISTING 60 RIGHT OF WRY ~ ~ ~ (~Q EXISTING GRADE ~IG1~~`_ ~ ~ ; _
---ti.= - ~ .,,.`tom 68D PROPOSED GRADE << _ ~ y ~ ~ ~ ~ ~ Sheet No: ~ _ ~ _
FIELD LOCATED TDP OF BANK ~ _ -
BEFORE YOU DIG CALL TI-IE NC ONE-CALL CENTER AT 811. -
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND STOP 77
~)Mn143M= WOUWM OR UK «1W ONMM ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING mmom C" "AAO1t 01 0 waNOrr, w mu OR r W. .eru~ mum wom SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A ana air 43
""m ¦qmm-0fapRfOpt* SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES, TOPOGRAPHIC INFORMATION - oa~fRwmmm m or a rtq 7WA nmC Towm toes nc tra~me m"awt x a mra REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

NOTE To G.C.
OVERALL EROSION CONTROL PLAN NARRATIVE: I . ALL INLETS MUST rIAVE [MPRINTEQ UPON Ti~EM A i'15H AND Th1E WARDS, DUMP NO WASTE v(P NO WASTE, DRAINS TO RIVER" ~ ~ ~ ~ ~ ~
THIS EROSION CONTROL PLAN WAS DEVELOPED TD MINEMIZE THE CONSTRUCTION IMPACT ON THE ADJACENT OR EQUIVALENT APPROVED LANGUAGE.
100--FT RIPARIAN BUFFER. THE SITE WILL BE DEVELOPED IN THREE PHASES,
2. FOR CATCi1 BASINS (5EE DETAILS Ill 2 ~ 2i 12) ~ FOR JUNCTION BOX (5EE DETAILS 3l 12 ~ TAILS 3! 12 ~ 4/ 12}.
1. THE FIRST PHASE WILL INCLUDE DRAINING THE EXISTING MAN-MADE POND AND INSTALLING A PERMANENT
' OUTFLOW CONTROL STRUCTURE. FOLLOWING COMPLETION OF THE OUTFLOW GCNTROL STRUCTURE, TWO LAYERS INLET SCHEDULE: PIPE SG'riEDULE:
'~i OF HIGH HAZARD SILT FENCE WILL BE INSTALLED. THE ONLY GRADING ASSOCIATED WITH TH15 PHASE WILL BE
n CATCi~ BASI N CB- I PIPE P 1 = 12" RCP THAT REQUIRED TO PREPARE THE EMBANKMENT CONSTRUCTION FOR THE PROPOSED SKIMMER TRAP. I _ INLET INV. ELEV. = 675.50 FT PIPE P5 = 36" RGP
R M ELEV. - 683.00 PT I~' INLET [NV. ELEV. = 682.07 PT
CONSTRUCTION OF THE SKIMMER TRAP WILL BE CONDUCTED USING OFF-BETE STRUCTURRL FILL MATERIAL AND OUTLET INV. ELEV, = 675,00 PT INLET I NV. ELEV. = 677.89 F`C (FROM 6R- I ) ~0 PT OUTLET INV. ELEV, = 682.00 FT
WILL BE PLACED AND COMPACTED UNDER THE DIRECTION OF A LICENSED GEOTECHNICRL ENGINEER. TEME FRAME LENGTrf = k 23.50 FT OUTLET INV, ELEV. = 68I.13 Fl (TO BR-I ) LENGThi = 385.00 FT [
FOR PHASE 1 (EXCLUDING THE POND DRAINAGE) IS APPROX. 1_3 DAYS. OUTLET INV. ELEV, = 678.00 FT (TO LOA- I) SLOPE = 0.4% SLOPE=0.2`~Io ~N~I~IE~~~IV~'.
PIPE P2 = 15" RCP PIPE P6 = 12" ROP 7714 Matthews-Mint Hill Rd Mµ
2. ONCE THE SKIMMER TRAP HAS BEEN CONSTRUCTED PER THE APPROVED PLANS AND INSPECTED PHASE II CATCH BASIN CB-2 _ INLET INV, ELEV. _ 677.33 Fi' PT INLET INV. ELEV. = 681.13 PT P.O. Box 691173
RIM ELEV. = 682.00 PT T IN . WILL COMMENCE. PHASE TWO WILL INCLUDE PREPARATION OF THE BUILIDNG AND PARKING LOT PADS. MASS OU LET V ELEV. = 677.001"( ~0 PT OUTLET INV, ELEV. = 681.00 FT Charlotte, NC 28227-9498
ounET INV, ELEV. = 68a.o5 PT (TO BR-2) GRADING WILL START AT THE HIGH END OF THE SITE, FARTHEST FROM THE SKIMMER, AND WORK TOWARDS THE _ LENGTi1 = 33,00 FT LENGTf~ = 25.00 FT Civil Site Design
OUTLET INV. ELEV, _ 677.33 FT {TO LOA- I ) ' LOW END. TEMPORARY DIVERSION CHANNELS WILL DIRECT SEDIMENT LADEN FLOW TOWARDS THE SKIMMER BASIN. SLOPE - I.0% SLOPE = 0.5%a Law Impact Development
TIME FRAME FOR PHASE II IS APPROX. 3-~5 DAYS. *IT SHOULD BE NOTED THAT THE SKIMMER SEDIMENT TRAP IS JUNCTION BOX JB-3 _ Small-Scale Building Design
PIPE P3 - 12 RCP RIM ELEV. = 69I.35 FT PIPE P7 = 12" RCP
WELL OVERSIZED AND CAN ACTUALLY HANDLE UP TO A 50--YR STORM. INLET INV, ELEV. = 678.00 FT INLET INV, ELEV. = 687.35 PT E INV. E V. = FT INLET INV, ELEV. = 680.05 PT Telephone: 704.573.161
OUTL T LE 677.00 FT OUTLET INV. ELEV, = 687.15 FT i0 PT OUTLET INV. ELEV. = 680,00 FT Eaceimiie: 704.248.7951
' 3. PHASE III WILL BE THE FINAL STAGE AND WILL BE IN PLACE ONCE THE CATCH BAS(N5 AND CURB HAVE BEEN LENGTri = 165,00 FT LENGTf1 = i I.0 FT
INSTALLED. THE MAJORITY OF THE SITE WILL BE DIRECTED TOWARDS A TRADITIONAL SEDIMENT TRAP THAT WILL SLOPE - 0.6% JUNCTION BOX JB-4 SLOPE = 0.5%Q Seals;
BE CONVERTED TO A BIORETENTION FACILITY ONCE THE SITE IS STABILIZED. A SMALL AREA AT THE NORTHERN REM ELEV. = 683.90 FT PIPE P4 = 36" RCP PIPE P8 - 12" RCP ``~,~E1~Iti1fP
' END OF THE SITE < 0.5-ACRES WILL PROVIDE SEDIMENT TREATMENT THRU THE USE OF STRAW WATTLES AND INLET INV. ELEV. = 683.24 FT INLET INV. ELEV, = 6&5.06 PT { ) ~ INLET INV, ELEV. = 680.17 FT °
CATCH sASIN INLET PROTECTION, OUTLET INV. ELEV, = 683.04 FT OUTLET INV. ELEV, = 6&2.27 Fr 7 ~ OUTLET INV. ELEV. = 680, I0 FT f~~~°~'~-~~~
LENGTi1 = 399,00 P'C LENGTri = 13.00 PT ~ ~ '
JUNCTION BOX J6-5 SLOPE = 0.7% 4, IN ADDITION TO THE EROSION CONTROL MEASURES STATED ABOVE, THE FUTURE LANDSCAPE DETENTION POND RI _ SLOPE = 0.5%a : 56Ai. - 6?2~06
M ELEV, 682.35 FT ~ ~s
ONCE PROVIDE SECONDARY TREATMENT THRU THE USE OF SECONDARY BAFFLES AND AN ADDITIONAL SKIMMER. INLET INV. ELEV. = 680.25 FT ,2~~~~`j~,~ ~ I?d~~
OUTLET INV. ELEV. = 680.17 PT i~r~~~~~ ~EZ. P~~~~~.
GENERAL PRE--CONSTRUCTION NOTES:
PROPOSED BUFFER ~ ~ / , - ~ - ' - - _ _ 1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY ~ ~ ~ _ _ IMPACT = 7,527 SQ. FT. \ / ° ' " ~ ~ \ EXISTING CENTERLINE OF BRA~H° ~ !a-(g, zoiU BRANCH IS INTERMITTEtdY DER
. I POLES. ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS \ ~ ~ - ~ .A ` ~ - - - _ _ USGS MID~.AND'C~UADRANGLE
UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE / ~ ' ~ ~ - _ ` - - ~ - ' ~T01~DGRAPHIC MAP, 1996 ~ ~~i
' RIPRAP APRON RA-3 ~ \ ' ° - _ ' OF THE APPLICANT, _ - ,.y w ° n..m ~..vuac :ssaa:ah~...~3`9~I ~.nse~,a o-c- .:-g_h[~'s?saar~~s,mrrc r. c:mua ccz~n :~aars.w _ _ _ _ ?xp~Gry- ° ~
(SEE DETAIL 2J 11) ~ ~ V- _ - HOPE JUNCTION BOX ~ . ~ , ~ R . n _ - ~ _ _ RLPRAP"APRON RA-1
(PER MANUFACTURER) r , ~ ~ F s~,ce~, 2. SURVEYOR TO VERIFY RIGHT-OF-WAY LOCATION PRIOR TO ~ . , _ _ _ - _ _ - _ ~ : ~ _ _ ~ - J (SEE DETAIL 2/1
INLET INV. ELEV. = 681.45 FT ~ W - - ~ _ j CONSTRUCTION. ALL PROPOSED IMPROVEMENTS AND CONSTRUCTION WITHIN - r ' ' .ems`",. % _ _ - ~ _ - - ew+r.ulAllll~~airiEi~~''~ ~~~i~eilss®aa.s~e~an~mr'+ ~asa!a ~ _,-,w6~ ~an ~,.R~
OUTLET INV. ELEV. - 689.36 FT ~ ~ _ _ ~ - as _ _,-..v-._--...:,--'"~.~.s~e~'~. - ~ ~ ,~~YI~r~~11~bm~wr--"e~tlw 1,0.'~mJl! ~ o ~,q ~P-IC's _ ~ ~ _ ~ csa~an~avs~n"e v'ar~ttstc~;a z-c~a~ac, ~:a.aoasa: ~~°n~ nm~ ~ ~~~i ~ ey~
A MAINTAINED RIGHT-DF WAY SHALL BE DONE IN ACGORDA C WITH THE ~ ~ ~ csns"~a~~o:-_,",;~; ~ P ~ ~aA9 s~66 WSb 6e~5F cv~remcw'ava ~ o ~u®n umsa o m~ ~ ~ °~ratr~,,~,~n ~ ~~~a~~ \ ~ ~ t ~ ~ ~ ~ ~ ~ ~V' -~4aa
NCDOT AND THE TOWN OF STALLINGS GUIDELINES THE MOST STRINGENT 11 , , _ ''~zao.-~ a~a,.z~Pa-~„ r~~- { ROOF ORA1N COLLECTION PIPE RD1 ~ , , - _ ,
/ ,@,, r f" ROOF DRAIN CC SHALL APPLY). 12 HOPE c, ! „ OF~y DRAIN COLLECT~iQN PIPE RD2 _ ~~ap _1``°. r ~ _ _ Z » HDPE - ~ ~ ~ ~ ~~~rr~~krl ~w~au/~~~n>~.I
HOPE (SEE DETAIL 510) /
1NLEf INV. ELEV. = 682.94 FT ~ ~ ~~S~E~I3ETAIL.~~ EROSION CONTROL NQTES; ,,~a - 1N~.I~T-ENV. ELEb .ET-iNV. ELEV. = 681.36 FT RIPRARAPRON RA--2 ~ JJ =.R,~ _„ter ~
OUTLET ENV. ELEV. - 689.45 FT , ~ ti ~ _ _ ' 1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG COUNTY LAND _ ' ~ ` , _ - _ _ OUTLET INV. `EL TLET INV. `ELEV;' 680.2.5-. ~f- ~ - __(SE£ DETAIL 2~ 1~~ ~ ~ ~ ~ ~ ~ `MAXI~iUM`~ISTANCE SLOP, ~ , ~ ~ _ ~ ~
LENGTF! 159.00 FT ~ ~ ~ i ~ d'~ m~~ ~ ' I ~CT-H =-1~9:00~ "FT ~ ~ - - _ EXTENDS INTO BUFFER = S--FT ~ ` ` - r
DEVELOPMENT STANDARDS MANUAL. \ SLOPE = 0.7% ~ ~ ~ ~ - _ ~ _ _ _ _ _ _ENOT-H 1~~9: V ~ ~ SLOPE - 0,7.x. _ U OPE - 0,7.x___ 1•PRAP APRON RA-6 _ _ _ _ _ _ " ~ ` _ (SEE DETAIL 2/ 11) p4P~ P ~ , ~ ~
" r Q ~ ~ Q
N- I IA PET RE UIRE AN ON-SITE DEMOLITION LAN FILL PERMIT \ ~ ~ - 2, O S TE BURL S Q D / ; - - = _ \ J ~ _ ~ - V - \
FROM THE ZONING ADMINISTRATOR. BIORETENTION STRUCTURE BR--1 \ i ~ ° ,
\ ' (SEE DETAIL 3~9 4j / ~ ~ ~ r - - _ , i ~ ,
UNDERDRAINS SPACED 8 O.C. A 3. ANY GRADING BEYONp THE DENUDED LIMITS SHOWN ON THE PLAN IS A /
8-INCH HOPE MAlN LINE \ VIOLATION OF THE TOWN COUNTY EROSION CONTROL ORDINANCE AND 15 \ ~ ~ ~ ~ ~ ~ z~ "
~ W 4-IN PERFORATED HOPE ~ ~ , ' SUBJECT TD A FINE. PERPENDICULAR TO MAIN LINE. ' 677 676 ~ ~ ~ Q > ~ ~
OUTLET UNDERDRAIN INTO CB-1. / ~ ~ ~ ~ ~ Z
~ ~ fi7 fi7 ~ ~ 8 7 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION ~ ~ ~w~ ~
G.C, TO INSTALL CLEANOUTS EVERY ~ 680 679 , ' ~ - ~ ~ ~ - ;
CONTROL PLAN 15 A VIOLATION OF THE TOWN/COUNTY EROSION CONTROL 24-FEET ALONG CENTRAL / ~ ~ ~ 68i 680 . ~ , ur
ORDINANCE AND E5 suBJEGT TD A FINE. GOLLEGTOR DRAIN 6 _ _ / ~ ~ ~ ~ 83 ~ _
RIPRAP APRON RA-5 / fi84 i
L S, AL SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS ~ ~ ~ _ _ _ (SEE DETAIL 2/11) / , ~ , i'~ ~
' OR 21 GALEN AR DA WHI NEVER IS SHORTER. ALL OTHER AREAS 15 r ' ` - - P ' D Y5, C ~ ( \ / _ PRO ~~FD 9,462 , i / ~ ~i
WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER 15 SHORTER. REFER TO ~ / - ~ ~ X5.1=. ~CI~.~,. - ~ V- ~ l ~l ~5q.- 3
, SEA SHEET C-B.~BIORETENTION ~ THE EROSION CONTROL ORDINANCE FOR ADDITIONAL REQUIREM>=NTS. / ~~:'^~"~""""'~6 ~ ~ ~ - ~ ~ 3B-5 ` l \ . 22 2~ ~ r p.., r - 0 EXTENDED RY DETENTION
DRAINAGE EASEMENT FOR ~ ~ ~ - ` ~ ~ ~ say, ~ ~ - ~8 ~ ~ 3 ~ oaf Q ~ ~ ~ AREA DDA-1
N ~BIORETENTION DRAINAGE A ~ / - ` ~ ~ ~ ~ , - ~ ~ ~ ~~0~ (SEE DETA€L ~13) fL
fi. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE j AND EASEMENT MAP. ~ B-1, 684.12 < ' - -
I REQUIRED BY A REPRESENTATIVE OF THE COUNTY ENGINEERING DEPARTMENT. ! / PIPE P-6 ~ _ _ ° ~ 1 ~ ~ '
! - ~ _ ~ PIPE P`7 ~ ~ ~
/ ~ 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES ! ~ ,I; ~ u . ~ ` ti ~6 PIPE'f~-8 ~ ~4 ~ ~ ~
GREATER THAN 10 REQUIRE ADEQUATE TERRACING [MCLDS #30,16], SLOPES ~ ~ ' ~ _ \ , ' ` ~ ! r, ~
STEEPER THAN 2:1 SHALL BE EVALUATED BY A GEOTEGHNICAL ENGINEER I ~ , - - n, --u ~ ® ~ - - u ~ n
8 6 - Q . _ ~ - - AND MAY RE UIRE STABILIZATION, `0 I ' ~ ® ~ '
~ / ~ - ~ ~ ~ (687,50) _ _ . ~`V II ~ ~ ~ 687,Ti0, i_~:aY,o --ti ~ " -(5~r5O}-- ~ ~ ~
I ~ o, ~o8•I ,~OR-I ~ ~ g ~ 8. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEED[NG ~ , ~ - _ ` ` ~ ~ ~ ~ - BIORETENTION STRUCTURE BR-2
I' ~s ~ ~ - ~ _ _ ~ro,}ect Number: 7- I q-033 _ (SEE DETAIL 4/14)
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. ~ ~ ~ S2, ~ ~ ~ ~ 6 5~ 687.56 _ _ . F``` _ UNDERDRAINS SPACED 8' O.C. ~ ~ ~o-~g-zo~o ~ Date:
. \ fib gg 1 - _ ° ~ ~ 687.Cr~- . ~ ~ .5O) - ~ 688„~B„ ~ - ~ ~ ~ - , - ~ ~ ~ ~ 8-INCH HDPE MAIN LINE
fi _ , , ~ ~ I 9, TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NGDDT ~ ~ ~ ~ fi: 8 ' . ,r ~ ~ y ~ ~ ~ ` ' , - - ' W/ 4-IN PERFORATED HDPE Drawn .tL~
6 _ ~i RIGHT OF WAY MUST BE PRESENTED AT PRE-GOSNTRUCTION MEETING. (IF fi86 ` 686~3~ ~ ~ ° ~ 6 - .,;--687-~-- ~ ~ ~ ~ ~ ~ji ' PERPENDICULAR TO MAIN LINE. ~ ~ ~ _ ~ ~ ~ ~ ~ v _ _ _ Checked 8y. NRP
- - _ APPLICABLE) .
688 ~ A w'. 1: ~ I , _w~ ~ w--- ~ G.C. TO INSTALL CLEANOUTS EVERY ,w • ~ ~ ~ ` 24-FEET ALONG CENTRAL
~ _ {687.51) 687.00., ~ _ - -.8.6.81 - ,~~9*"-~ j, ~ ~ COLLECTOR DRAIN Rev~s~ons. ~ ~ ~ ~
~ . _ ~"18~.'~ ~ r ~ 688 ~ ~ - , 6 o~ i ~z0 i o Or::naf Submittal
. _ ~ 1 . . ,.nN , I ~ 690 ~ ~ , ' _ ~ - ~s - - . ~ ~ , ~d f I _ ~ _ ~ ~ ~ ~ 1 ion frzoio Per NCD~NR
. ~ _ 4 . . . ' , ::~-.--692""""".'_`,. _ ~ ~ Asa r ,6' ~ ~ , _ - _ ~ ion9i2o~o Per NCDENR
, ~ - ca5 ~ _ ~ ti ~ >~j ~ - ~ ~ - ~ ~ - -
IPE p _ ~ ~ ~ - ; ~ y-.~ ~ r - . ~ ~ ~ , ~ ~ _ ~ c - ~ - ~ ~8c4~''~ ~ SEE SHEET"'6~-~1 (BIORETENTION
~ ~ ~ ~ . ~ e ~ ~ _ . ~ ; h„ t ~ _ ~ DRAINAGE/EASEMENI'~iv€A~)•-FQR - ~ ~ i ~e - ~ O~R~TEN~ION DRRINAGE AREAS
f. _ . ~~-,,,.y , ~ ate. ~ . S - ` - - e tip'-"-~-. r„t. a ~ ,_...-~-~-R11~RAP APRON RA-4 ~ ~ EP-5 (SEEbETAIL 2/11) AND EASEMEI~T~~MA_P.

_ _ . JB-4 ' __g0,~~
\ ~ ; i R ' ~ - ~ ` ~ _ - Sheet Title: - -
~ ~ ~ Gakr, and ~4 umu ~ V ~ - r ~ unS mw ~ . -_,,,.r ~ ~ ~ -ti _ ~ _
~ i. -v....r ` _ _ - ~ U~YS - n.._ ~ ~ - . _ ti
1 ti ~ y _ ~IVhS i is s _ --...,w ~ ~ r ~ ~ . ~ ~ - ~
~ - - - - ~ _ w~~ eS , . _ . _ _ _
- ~ ~ ~ _ ~ ~oA - (6Q P D IJBLI _ - K _ _ ~ ~ GRAM NG _ -
_ -G.~-w~,y _
EXISTING 36 PIPE ~ _ - _
INLET INV. ELEV, = 687,36 FT OUTLET INV. ELEV. = 687.35 FT
LENGTH = 5.50 FT j ~ ~ ~ - _ - -6O" I ~ _ ,
SLOPE = 0.2% ~ - _
- - - - - - Sheet No:
LEG ND E LEGEND ~ _ _ _ -w_~.
BEFORE YOU DIG CALL THE NC ONE-CALL CENTER AT 811. SUBJECT PROPERTY BOUNDARY "°=---_..~w
- - - - ADJACENT PROPERTY LINE 30 0 15 36 -""~--=x:..64 - _
EXISTING FENCE LINE -
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND - ..........4 .r "mom Wwout moomm niR 5 9aoffiNa~ ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP - - EXISTING 60' RIGHT OF WAY
orlm uu. m worms-maim m na N w= OR # SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A 68Q OF caffiqwolc~ ~ au SURVEY COMPLETED BY GRIFFINS SURVEYING SERVICES. TOPOGRAPHIC INFORMATION EXISTING GRADE A ¦ PROPOSED GRADE
nrComm nruacmum"wwnma=rm REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES - FIELD LOCATED TOP OF BANK

. _ m,
GENERAL PRE-CONSTRUCTION NOTES: ,
I
1. CONTACT THE UTILITY COMPANY TD RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES NOTES: TAPPING VALUE
,WHICH CONFLICT WITH THE 11NPRDVEMENTS UNDER THE SCOPE OF TH15 PROJECT MU5T BE RELOCATED AT THE 11 INSTALLATION, MATERIALS AND DEVICES SHALL TAP BY EXISTING WATER MAIN
EXPENSE OF THE APPLICANT. CONFORM TO UNION COUNTY Pl1BLIC WORKS
DEVELOPER SPECIFICATIONS AND REQUIREMENTS.
2. SURVEYOR TO VERIFY RIGHT-OF--WAY LOCATION PRIOR TO CONSTRUCTION, ALL PROPOSED IMPROVEMENTS
~ - M TAP AND CONSTRUCTION WITHIN A MAINTAINED RIGHT-OF-WAl' 5HALL BE DONE IN ACCORDANCE WITH THE NCDOT 2# ALL PIPE TO BE R_S ~ RAINT JOINT DIP FRO , EXISTING EXISTING
TO BACKFLOW ANDlOR FIRE VAULT.THE 1-112 & 2 NT AND THE TOWN OF STALLINGS GUIDELINES (THE MOST STRINGENT SHALL APPLYj, EDGE OF PAUEME WATER MAIN WATER MAIN
' INCH PIPE SHALL BE BRASS TO THE BACKFLOW. THRUST BLO KING
T RNATE 3 INCH VALVE AND RES T RAINT l #~I ALE I ASEMENT MAIN NANCE PLAN: ENC TE RESTRAINT JOINT
JOINT DIP IN LfEU OF BRA5S1 R N IT I ~ THI THE ..FOLLOWING MAINTENANCE PLAN 5HALL BE FOLLOWED FDR ER0510N CONT OL DEVI~.ES U T(L THESE 5 I I PIPE FROM VALVE THRUST BLOCKING DIP TO 54' PAST CASING ~ ~ ~ I ~ ~ N
TAPPING SLE VE
COMPLETELY STABILIZED AND AFTER CONSTRUCTION FOR STORM WATER MANAGEMENT DEV[CES THROUGHOUT F S MUST BE PAID PRIOR TO INSTALLATION. 31 EE I I _ & VALVE 7714 Matthews-Mint Hill Rd.
F PM RIN TIN NTRACT ALL BE P SIBL F I I THE LIFECYCLE 0 THE DEVELO ENT. DU G CDNSTRUC 0 ,THE CO OR SH RE5 ON E OR EDGE OF PAVEMENT TAF 41 NO PVC PIPE SHALL BE USED WITHIN B FEET TAPPING SLEEVE S4' P.O. BQx 691173
INSPECTION AND MAINTENANCE OF ALL EROSION CONTROL FEATL€RE5, FOLLOWING CONSTRUCTION, THE W PREVENTER, GATE VALUE PER MAIN TEE PER MAIN SIZE EACH END OF BACKFLO ~ vALVE 'Charlotte, NC 28227-9498 ' ENCASEMENT ~ _ Civil Site Design
OWNER/RESPONSIBLE PARTY IS RESPONSIBLE FOR INSPECTION AND MAINTENANCE OF ALL STORM WATER SIZE BY DEVELOPER BY DEVELOPER OIP
MANAGEMEN7 FEATURES. S INCH & L ER: CONTRACTOR INSTALLS Low Impact Development ~ ~
I ~ - R "WATER METER PUBLIC FIRE HYDRANT APPROPIATE DIP LINE THROUGH VAULT AND 1 1/2 0 2 a. a o ° ° ° DIP WATER MAIN Small-Scale Building Design
AND VAEJLT PER UNION COUNTY HAND WHEEL VALVE TO BE 1, ALL EROSION CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING RNY SUPPLIES VAULT. fJNION COUNTY WILL INSTALL LINTY AT ENCASEMENT
YPASS AT PREVAILING COSTS. STD BY UNION CO INSTALLED AT TIME OF TAP RAINFALL PRODUCING RUNOFF AT LEAST ONCE A WEEK. RNY NEEDED REPAIRS WILL BE MADE IMMEDIATELY SO METER AND B PREVAILING COST Telephone: 704, 573,18 21
CONTRACTOR TO INSTALL APPROPRIATE SIZE RPZ. THAT ALL EROSION CONTROL MEASURES ARE MAINTAINED AS DESIGNED, OPTION r~D,~ Facsimile; 704.248.7951 DPTION "A"
1-1I2" OR 2" BACKFCOW R/W
PARTMENT CONNECTION fFDCI MUST BE WITHIN 2'-d" MIN, TO FACE OF VALVE 6# FIRE DE PREVENTER REDUCED TIE (N -DUCTILE IRON DETAIL TIE IN - Dl, RESTRAINT JOINT DETAIL ~ 5eais: ~~~~tii~r~ii
2. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED A5 NECESSARY, AND MULCHED ACCORDING TO THE 101} FT MAX OF PUBLIC HYDRANT PER FIRE CODE, UR SYSTEM BY PRESS E
SEEDING SPECIFICATIONS AMID THE REMEDIATION PLAN IN ORDER TO MAINTAIN A DENSE VEGETATIVE COVER. I DEVELOPER ABOVE GROUND FIRE VAULT AND BACKFLOW .
' BEHIND SET BACK IUNION PREVENTER:REDUCED~RESSURE • ~oF 5'~~v~ e-
I COUNTY STD.1 TAIL 3, ALL SEEDED AREAS WILL 8E RE-FERTILIZED IN THE SECOND YEAR UNLESS GROWTH lS FULLY ADEQUATE, SYSTEM BY DEVELOPER (SEE DE 1 . a SEAL r, - CS2006
NOTE ' GRRS5ED AREAS WILL BE MOWED AT LEAST ONCE A YEAR. U SET BACK LINE NOTE
I ~ ~ OPTII z TNE; OPTkON "A° flR "B" WILL BE RERl11RED, DEPENDING ON ~';~NGiM~~~•~~ THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED ,~~y~~~~ R 'Q~~~`~~~
4, STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH NDT LESS THAN ONE APPROVED I ~ W
o ~ PORTABLE FIRE EXTINGUISHER IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS THAN ORDINARY N ~Iflli€l~k~
w-. HRZARD A5 FOLLOWS: U~"'b- l~

Aj AT EACH STAIRWAY DN ALL FLOOR LEVELS WHERE CDMBU511BLE MATERIALS HAVE ACCUMULATED. i DATER CONNECTION DETAIL TAPPING SLEEVE DETAIL ,
Bj IN EVERY STORAGE AND CONSTRUTION SHED, SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL. X22] SCALE: N.T.S. [REF: UNION COUNTY STANDARD DETAIL #18~
' Cj ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED WHERE SPECIAL HAZARDS EXIST
INCLUDING, BUT NDT LIMITED T0, THE STORAGE AND USE DF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
` GENERAL NOTES:
1. FIRE ACCESS AND WATER SUPPLY SHALL BE E5TR8LlSHED AND MAINTAINED PR10R TO VERTICAL ~
CONSTRUCTION. ~ ~ PROPOSED SEWER CLEANOUT /
~ SEE DETAIL 2 12 / (
2. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL EXISTING FACILITIES ~ I
' WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF TH(5 PROJECT MUST BE RELOCATED AT THE / 4 SCHEDi~E 4O P.V.C. ~ ~
EXPENSE OF THE APPLICANT. LENGTH = ~ FT
MININEUM 1~ SLOPS. / PROPOSED 1.5" WATER LINE ~
~ G.G. TO TIE INTO 3. 1.5 DOMESTIC WATER SERVICE TO BE INSTALLED BY UNION COUNTY ONCE REQUIRED FEES ARE PAID. ~ FOR DOMESTIC SERVICE
PROPOSED SEPTIC SYSTEM 1.5° REDUOED PRESSURE B~4CKFLOW ASSEMBLY TO BE INSTALLED BY DEVELOPER, P,G, TO VERIFY REQUIRED 90 DEGREE 6" ELBOW ~ (LENGTH OO 9DINOa E~}ITH BUILDING PLANS ~ ~ ~ ~
/ (DESIGN AND LOCATION BY OTHERS} OTHERS} ~ ~ ~
WATER LINE SIZE WITH ARCHITECT PRIOR TO CONSTRUCTION, CONNECTION FITTING
6" GATE VALVE / ' _ _
4. PLANS FOR SEP11C 5Y5TEM MUST BE APPROVED BY UNION COUNTY HEALTH DEPARTMENT PRIOR TO 45 DEGREE, 1.5" ELBOW ~ ~
' VERTICAL ~ f CONNECTION FITTING ~ ~ Z g ~
FIRE HYDRANT 285-FT FROM MOST REMOTE ' GoNSTRUGTIDN.
CORNER OF BUILDING, THEREFORE O.K. / PROPOSED 6" DUCTILE IRON / _ i ~ ~ ~ ~ a-
~ ~ ~ 5. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR, OR DEVELOPER FROM / WATER LINE FOR FIRE SERVICE ~ ~ ~ ~ ~
` {LENGTH = 102.00 F'1"} ~ ( ~ ~ ~ ~
MEETING THE REQUfREMENTS DF THE TOWN OF 5TALLING'S OR UNION COUNTY ORDINANCES, POLICIES, AND ' fL ~
STANDARD 5PECIFIGATIONS„ (A5 APPLICABLEj, ~ S.F. BLDG. \ / - 1.5" BACKFLOW PREVENTER ~ ~ ~ ~ °o
REDUCE PRESSURE SYSTEM BY DEVELOPER ~ ~ ~
AP R V D W T SUPPLY FOR FIRE PROTECTION EITHER TEMPORARY OR PERMANENT SHALL BE MADE ~ fi AN POE A ER / ABOVE GROUND BEHIND FRONT SETBACK LINE , ~ ~
AVAILABE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. / A {SEE DETAIL 9/10}
/ ~
7. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE 2009 NCSBC. / G'<...
~ / IRE HYDRANT ~ ~ ~ . ~ . ~ 1.5" WATER METER AND VAULT CJ
/ E DETA[L 8 12 _ {SEE DETAIL 9 f 12) (y/ i
~ ® - / ~ I LL.
® ~ . , w / 6 GATE VALVE - _ BORING PIT (BP-1)
SEE BORING AND RELIEVING PIT D3MENSiONS CHART ON THIS SHEET
' 6 FITTING
~ - _
- ~
~ ' ~f ~ _ ~
SORE AND RELIEVING PIT DIM~N~IONS CI-1ART ~ ` . _ ~ r _ Project Number: I i-10-D33
r `
EXISTING POWER POLE TO BE RELOCATED Date; 06-~~-2oio
APPLICATION DEPTH LENGTH WIDTH '~o ~ G.C. TO COORDINATE WITH DUKE POWER
~ ,r ~ Drawn 6y: ,iLM
90 DEGREE, 1,5 ELBOW I ELBaw
w-„ ~ _ CONNECTION FTTING . JG - Checked ~y, NRP
„ ~ 6 DU GTILE - ~ e ~
6 FT a 20 FT 15 FT IRON WATER ~ } ~ ` ~ ' _ ~ '~n< 1 BP 1 ~ ~!a 'YG
LINE ~ .,,,5 , ~ _ ~ vry~ - G TO 1:5~ REDUCER ~ ~ Rev~5lons: ~ - ~ ~ ~6I i612C l0 Oti anal 5ubm~ttal
~ - ~ ''`~o - W~ fi u.~,~ ~ ~ t~ - -
~ ~ I ' _ oM4g~ 1 , I ' -
~ ~ 7 6 DUCTILE 1 T ~ ^ , . ~ aaz; o~ ~ -~_____60' R/fir-_____,~
RP-~ s Fr a 12 FT ~ F ~ ~ w,~ IRON WATER ~ } n A O ,a; _ I cam"' ~p
LINE ~ ~ ~ ~ ~ ~tio i c~.~ . _ - _ ~ _ _
_ ? _ sa, oy~
a. G.C. TO CC)NFIRM ACTUAL WATER LINE DEPTH PRIOR TO BORING. ^--'n - ~-AWl`E } UTILITY CROSSING _ A~`~~s Joao
- . L _ wv ~ SUB EXISTING GAS LINE ELEVATION UNKNOWN - - . , IC ~0' PUBLIC RiGNT-~F_ ~ ~
GC TO FIELD VERIFY ACTUAL DEPTH ~ WA~ \ ~ ~ ~ Oheet TEtle: V
PRICR TO CONSTRUCTICN -_.._r~,o
WATER CONNECTION ~a-
SEE DETAIL ON TH15 SHEET ( ) qHU-~.._ OHO--..~.~~-LYY ~ ,,,(5 ~ ~ ~ ~fV~!
~~_QW~_aW~o~ = UTILITY
6" TAPPING SLEEVE AND VALVE a~.~.,, cWu ~'rYWU---- GINU•-.~ gHt1-~.
SEE DETAIL ON THIS SHEET THRUST BLOCK { } (SEE DETAIL 6f 12} yr~ PLAN
A MINIMUM 45.00 FT OF STEEL CASING TO
BE ADDED TO THE 6" PUSH-ON JOINT I
R I ING PIT RP--1 EC EV ( ) RESTRAINED DUCTILE IRON WATER LINE
9D DEGREE, 6 ELBOW SEE BORING AND RELIEVING (SEE DETAIL 10 f 10)
CONNECT3ON FITTING PIT DIMENSIONS OHART ON THIS SHEET 1`HIS SHEET
Sheet Na:
LEGEND LEGEND GRAPHIC SCALE _
Tf"1 I""1
BEFORE YOU DIG J i Ur- CALL THE NC ONE-CALL CENTER AT 811, SUBJECT PROPERTY BOUNDARY 30 0 15 30 60
- - - ADJACENT PROPERTY LINE . n EXISTING FENCE LINE
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ? f~-~- Cl --[7- EXISTING 60' RIGHT OF WAY ~P I C~6mO
.tllEMm='m mancumm ~W v"tc rwm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP " ~ y"' N mmuod m7* SERVICES, PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A -w -v ---w - EXISTING WATER LINE
V w DeKmmaesmskyp"w=un SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION w m vaONK REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES -V -V -w - PROPOSED WATER LINE -s~-----~ PROPOSED SEWER LINE

_ _ ` Q ~j-
y
! \ ~ ~ ~ ~J
I ~~P f
~P
0 ~ `L . = M
h. fa'
~ ~ _
i
.m ~ ,
~~~efv.o~~oo

EXISTING CENTERLINE OF BRANCH / d'
BRANCH IS INTERMITTENT PER ~~~~N~E~iN~
USGS MIDLAND UADRANGLE Q 7714 Matthews-Mint Hill Rd.
. TOPOGRAPHIC MAP, 1996 - - ~ 1 P.O. Box fi99173
.N ~ ' Charlotte, NC 28227-9498
_ f„ _ _ - ~ Civl Site Design ~a.~: _
. _ ' . ~ - Low Impact Development
_ Sma[i-Scale Building Design
f ~ ~ ~ ~ ~ r.
_ ` ~ ~ _ Tefephone; 704,573,1621 Facsimile: 704.248.7951
~I I _ I-
_ / i _ ~ . I-~ 5ea15;
~ _ _ . -
, . _ -
w ~ ~ _ x . ~ pp i
. ~
. .,'4~^ !!~!S ~~lS'!~_ 4 c ncV sa ti;4v'rsv :ceF.a.Y: ti • 11 ~I ~ ' ~l 1 4`t ~ - . - sy~y
~~~~Mr~~~iY1~A" w~.. 4~~~~~IGaF __..mis9a~a,ew 1 ry' i. _ y ®n ~.f 1~ ~ ~ ~o o Ua ~ - ` _ 0
a -
e ¦ ~ ~ ; r , ° _ r ~ e+ - a ; ~ x.. ~ ~ r. ,
v ~ ~ r - ~ r _ - ~ - _ - ~ - ~ ~ ~.~..,~.~~.~~~N~•' _ , _ A~ e ~i'~` - ~ _ ~ ~ ;I!11
~ _ _ _ _ p, ~ ® _ ~ _ _ r ~ . - ~ ~ .
. ~ . ~
_ _ ~ - . _ .
. r . _ - +1 ,
r ~ .
i _ _ ~ _ _ m ~
_ . : ~ r w.._ _ ,
` ~ _ t F - _
~ ~ i 1 ST SEGMENT TIME OF CONC~ ~ ® , .
~ i
LENGTH 199.0 FT ~ ;I _
ELEV~ CHANGE -17.0 ET i ~
AVE. SLOPE - $.S~ e,
~ ~ F ~R - AR~ ~l! - ~ ~

_ ~ , y~ ~
~ . / ~ ` ~ _ t~ ~ ~s
~ f ~
_ i } ~ ~
~ ~ _ _ _ ~ ~ ~ ~ ~ ~ ~ ~ z ~
~ ~ _ ~ _ _ . ~ _ ~ f
. _ ~ .
~ ~ _ A z~~
e ~ ~ ~ ~ ~ ~ m .
.y ~ r
_ d ~ - ` . . ® _
r _ . _ ~ ~
. _
? _ , . ~ ~ r . f
_ r . _ ~ ~o i
A~ _ SUBS SiN I , - A ~
~ ~ .44 ACIDS 1
r, _ _
R GROUP ~ B--~_ _ - I-IYD IC 501 r - . ~ , _ ~ ~ ~ ~ ~ ~ ~ ~ ~fYD~~~QG~C SQI~ GR~U~ C \ ~ ~
~ ~ _ _ : ~ ~N - 8~
w_ _ _ .w - t ~ \ ~
L= :B I~LN. p _ ~w .w.
_ _ , _ _ ~ ~
_ r ~ . - .ti ® _ ~
r _ ~ _ ;
_ _ _ - .r _ ~ _ , _ _ ~ * .
~ \ c - ~ - ~ w 1 / .;r?~ ~
p iw _ , ~ ~ _.w _ ~ ; - ~a~~ ~~~uP ~
/W. _ , _ W ~
~ w..._ ~ ~ . _ .
r ~ r w „ ~ _ Project Numburr 17-10-033
r ~ - ` ..__ry ~ ~ " - ti _ %
"r w. Date: 06-16.2010
~ ~ ~ - _ ` . ~ . r _
_ ~...u r ' G~ - ~rauvn 6y. JLM -60' R/~---_____~
r ~ ~ - r ~ " - - ~ ~ Checked By: t! RP

,y r `ter ~ _ , i ~ ~ Revisions:
, _ _ ~q ~ RO - WY~~S
BLlC ; IGHT-OF- ` ~ cn1~~12oio Ori final ~~bmittal
_ _ Wq~
EXISTING 36" PIPE _ INLET INV. ELEV. = 687.36 FT ~ - _ ' .
OUTLET INV. ELEV, = 6$7.35 FT r- _
LENGTH - 5.50 1=T .
SLOPE = 0.2~ - ~ - '60"
„ T~~,~~~
Sheet T;t1e:
PRE
DEi~EL~PED
D RAC NAG E
BE>=~ORE YOU DIG GALL THE NC ONE-CALL CENTER AT 811.
MAP
LEG~D STEP
SUBJECT PROPERTY ECT PROPERTY f30lJNDARY GRAPHIC SCALE ~
- - - - - - ADJACENT PROPERT ,CENT PROPERTY LINE ~ Sheet No:
_ : _ _ EXISTING GRADE I1NG GRADE ~
EXISTfNG FENCE LINI ffNG FENCE LINE 60_ _ ~ ~5 3a sa Yp j
-r - - - EXISTING 60' RIGHT PING 60' RIGHT OF WAY
® rr.o err nre SUBBASiN DRAINAGE IASiN DRAINAGE AREA LOCATED TOP OF BANK
REFERENCE: ALL PARCEL AND BCUNDARY INFORMATION FOR THIS PROPERTY AND FIELD LOCATED TOP ©unmao "Paarnccaaas ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING
aP 7m rim ooxammx '0~ca '0 r SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A wV=amwma.svcarvmema~ SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC 1NFORMAMN C~700
mm awnsmomm arm=m.awemmm 7nt made amu x ommm 10 a"m mt Own REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

BBA I 1
/ _ \ -f "w
- ~ / ~ ~ % ~ ~
/ r % ' u ~ ~ _
- - / ~ ~ -
r . _
/ ~s° ~ _ f
- e ~I _ - _ ~ / ~ ~
~ ~ 0.,..,.~...,,,~
~ -
AI w~ i .i r
AAA-!. A ~ - 7714 Matthews--Mint Hill Rd.
EXISTING CENTERLINE OF BRANCH ~ _ _ ' r P,~, Box 691173
- BRANCH IS INTERMITTENT PER - - - _ I~fYD ~ I L ; ~ Charlotte, NC 2$227-9498
USGS MIDLAND QUADRANGLE /r' ~ _ _ _ i ~ ~ _ _ _ , ~ ~ Civil Site Design _ J~ ' ~ Law Impact Development
TOPOGRAPHIC MAP, 1996
- f - _ Small--Scale Building Design
T I. IN, - t. - - _ / - - - _ _ ~ _ _ _ - Telephone: [phone]
~ /;c- - Facsimile: 704.248.7951
~ - ~ y ~ _ y r
! 'f - \ _ Seala:
I ~ ! ~ ~ s , _ a~~~aa~ g„a.~
- - , r _ .u~r~ _
n r etc ~ ~ . 6
hY _ _ w , .-.r ,c.~ , . ~ c b1e a.- ~ _ _ c ~ e~caw c eon ~ _..-~W~c~-~cc,~ry~yysn~ \ ~cy~~ ~..,~m°cam~~~e ~ ~ /~r~~`'e~~v ~ ~f
'~SvaB puazav-raceuxaws~e.a~¢a,e,,;0~16'~ - u'si";~..y~~~~~ ,,.~~d,~olF~ ~~r ~naa~ ~ _ , ~ ~ « -r ~ ~wa~~ ~ ~ y / / , Q U i H t a _ ~ ~ ~`6 ~ ~~~a Ire '~~~~Q~ _
- ~a~!!!r~~~wy.~n.r e~keefCe~°'®C ".~we-w~ic~cis-.,®ea~weoo~ava~o:mviva5 puara~awstt~e.a i ~ arc:soaa-~a~nc~ARmcxr,~+ _ % °~i~ ~ra'0'~" ' r.~®n~mnA~mamua~m.a~aasmrarc¢mrno
- ~ ' e° ~ r.. - ~ a e ~ F 1{ / ~ / ? / *}r ape sam ~c - r
ti.
~ P ti ~ r~, l~t~ a Ur~W ~ a, - - \ v ,tea ~ ~csc~. C,~~ ~
~ ~ ,r ~ ~ _ ~ . Via, r~ - ~ ~ ~vl`~. °aemieexnaev~asra~ao~m ~°~~ee~m~„YEfl'~''c~°~~' A
~ ~ ~ ~ ,ry, ' ~ ~ ~^1~aII ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~^1 as ~
~ - r,, T
/ ;r ~ ~ 1 ST SEG~VI~E~l~ ~I ~ QF C~NC, , p1PEp 1 ~
~ \ \ ,ao-~
~ ~ ~EC.EV..C~-ANG~E _ ~ ETA . _ - ~ / ~ -
~ f, DDA- f , ~ ~ ~ f
~ ~ / ~ i
~ ~ i \ \ /
~i~' UJL] ~ ~ l
/ F
' ~''i~ ~ 7 / - r _ / 1.~~
~ s~- sEC~ENT a~ coNC. ~ / 8gp 67g ~"""`"`""`~g ~ ~ r ~ ~
LEN TH - 4 FT ~ - ~ ~ ~ ~ ~ 681-- G 9 /
_ s~ ELEV. CHANGE = 4.0 FT / ~ ~ ~ _ - ,
~ . cs-2 p ~ \ ~ ~ ~ ~ AVE. sLa~E = / . ~ ~ ~ ~ ~ 6~4
~ F
~ ~ / ~ - - ~ ~ - - ~,~O~t~~~D x,462
0 r - , <
n ~ ~ I ~ off; ~ ~
~ / g y.. ~ ~ ~y ' v w 8 ~ ~ ~ 3 ~ ~ / a ~ ~ _ ~ m _ b
_ . ~ _ ~ ° ~ ~ ti ~
`-C B-1, ~ w ~ - ~
6 PIPR P'7
_ _ ~ ~ - ~ u„ ~ ~ ~ ~ ~ PIP~'P 8 ~ ~ ~ ~ ~ ~
. I _ _ ~ ~ / - ~ - - X84 - 2ND SEGMENT TIME OF CANC. ~ ~
` ~ ~ ~ LENGTH = 3$ FT ~ ~ ~ ~ Q
t yr~ ~V(~/ t w - ELEV. CHANGE _ ~ . ~ FT ~ ~ ~ ~
I ~ ~ AVE. SLOPE = 2.9% \ ~
~ ~ - ' : i. g ~ ~ ~ ~ ` IJ I ~ - 6N r _W F ~ ~
~ ~ s~ ~ ` i ~ 1 `
f ~ '~@' ~ 6$ 681 bra _ - 687.G~J - ~ 58G.~$. _ _ - ` ~ _y ~ ~ ~ ~ ' \ ti ' ' ~ ~ ~ NYO~o~oc~c 5os c~ouP c ~ ~ ~ ~
_ - p~'S w„ r. ~ ~ ~ - ~ A \ ~ ~ ~ A A, ~ ~ v ~ m
[p~ pp~~ 7 , ' , - ~ _ ~ - _ ~ ~
8 ~ ' ~ ' 686.9 ~ . ~ z
6 , " ~ ~8~ 687 ~ ~ ~ ~ ~ ~ ~ C - ~ ~ , ~ ~ E°, ~ _ uR ~ j _
.w ~ (E8 ~ v ~ w _ _ X50}, ~ f \ ~ ~ : 687 31 ~ _ .
~ . ~ ~ ~ ~ ~ ~ ~ - , 687.40; - ~ ~ ~~6,~~ - r, ~ v
--y _ v 7 `689, ` _ E \
? r ~ ~ ~ - 6 ~ sr - ~ ~ ti , ~ - - _
- w ~ -69 ` , ~ ~iYD~~O! OG1 C So I ~ ~~ou P B _ _ _
~ ~~V A
~ \ ~ < . I, V -
ti ~ ~ w r ~ ~ 9 e ter. ~ ~ ~ - i / 6 1 ^ s 1ST SEGMENT TIMEO~CGI~C-~~_---- ~ y~. P~o~~~N~m~~~: ;~-,a-a~3
~ M. - _ - _ - ~ ,.-LfNGT~I~= ~~(3~~ ~ io-i9-zoo
~ ' f I~ P- _ _ . ~ - _ ~ ~ ~ ELEV. CHANGE = 2.9 ET~ ~ - ~ , ~ ~ ~ Die.
_ g.4 _ ~ ~ ~ t _ -so' \i~~~,~. ~ AVE. SLOPE = 2.9% _ _ \ araW~ ~y:
r w _ v? _ ;r~~ ~ _ _ ~ _ _ _
eey ` - ~ ~
- - nsw ~ - ~ w - - r . ~ - °oa ~ _ . ~ ~ w ` - ~ " ~ ~ - - . ~ ~ .,r ~ ~ r~,:.,~ ~ ,r ~~'i ~ v Checkad By: NRP i _ ~ - ~
s -v.~ ` - . ~ 1 _ ~ V,,
_ ~ ~ ~ ~ ~ ~ ~ I
_ ~;~JB ~ LfC ~ ~ _ , 06(I6120i0 C,^i in_al5ubmrt~a ti ~ V _ ! GDEN~
. - ~ : ~ _ ti _ ~ - _ ~ _ _ _ ~ _ ~ ` ~ _ a ~ srzo ~o Per NGD~Ni~
, . A, _ ti. - ~ - _ ~ I
~ ~ ~ ~ ~ ~ ,.,,r r. r ti _ A _ W... _ ` ^~y Tom` ~
_ ~ a ~ s _.v 1ti
- J--
N ~ _ _ ~ .w ~ _ Tai 'r ~ ~ ~ ~ Y ~ "
- _ ~ - - 5hee~ Tale:
_ _ _ _ _
~a
DE1~ELt~PED
DRAINAGE
MAP
LEGEND LEGEND
SUBJECT PROPERTY BOUNDARY Sheet N°`
- - - ADJACENT PR©PERTY LINE
EXISTING i"ENCE LINE GRAPHIC SCALE ~
BEFORE YOU DIG J I U t- . CALL THE NC ONE-CALL CENTER AT 811. - - - - - - - - - - - - EXISTING 60 RIGHT OF WAY 30 0 15 30 sD
m rrrr ¦rrr rrrr rrrr r~rr~ ¦rir rrr rrr~ sr rr¦r SlBBASIN DRAINAGE AREA - - - - - - - EXISTING GRADE
rrmmn®aeinwasowtnra.ic REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND 6$0 w.,w~wewc~o =*QUKmnccamm ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP PROPOSED GRADE
sae FM WrMW m1p~ SERVICES, PROPERTY DIMENSIONS AND COORIDJNATES FOR PROPERTY REFERENCED FROM A FIELD LOCATED TOP OF BANK C~8mO!
61 a'rkll1i1=046itC744 NOW= MY SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATON ~ camam w,n AWWM "a omm ' REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES i

. f Cfi
s,. r f A~ f CUB
UI I e~ P l
&aa . ~ -01
D I = \ ~a~.,

E - BI ,1~ _ ~ ~ -
\ ,x AI A = I U _
a ~ r , \ , ~ (J ~ fiw

F _
( AEA-2 v ' /
~ ~y~~
D IN = ,r.-._ _
2 CBI EI 771 Matthews-Mint Hill Rd.
~ EXISTING CENTERLINE OF BRANCH n RR BRANCH IS INTERMITTENT PER ~ ~ PA. Box 691173
~ U5GS MIDLAND QUADRANGLE ~ ~ ' Charlotte, NC 28~Z7-9498
TOPOGRAPHIC MAP, 1996 _ ~ m % Civil Site Deign
, ~ Low [mpact Development r" ~ ~
_ - _ Small-Scale Building Design
- _ % Telephone: [phone]
_ ~ Facsim'sle: 704.248.7951
` i r'~. , ~ \ \ i ' Seals:
~ ~ ' ~ ~ _
~ r ' / A / ! ~ ~ _ -J,..,,-. era v.s.»w~.,s.e~r~ ao- _ ~ r i~ n f
~ rsq:'i e9 ns9~„ W - , c. ~u saw a o r~ a ii as.ao-ue.•-wm~ao~avzmc.asr~ae~va m?rcso+~~2 ^a us ' _ A
~.,g~ a a+~ o a qua as,: e'mr°a'.ow ems' ~
E& ~ ~ saw ~ _ ~ _ ~~~~°~'111~ T ~ ,_-~zxsleas~~t~~i+~r ~¢:P~+¢r-~ ~ _ • ~3LQ'J "J - ~1 `
~ 4~ ~ .~......r-.",'...,^'". Sao--LSK~aYLL7 UI~V' ~ W _ ~ ~ / .sus / r Nrr~r~e,~~~,.._ arena ~.~~~c~a~pa~ - ass~aumssaaav'a oars do aa;errs~ a¢uxa oars`s¢d~ka3zsrsrsx~~~o-~¢.¢.ez,~¢Z~sn aas~ '~ca sa~+ar~ ~~`-~~~~•y,~`'~,.~ ~ ~Vp Ij~G
J! j y<,9' ^r ~~~_~!S'~ wmraseuesma~aarm~sa~'a~e :~'S~ema®a / ~ - - - a~"~ e a reap a s
a~'a a,s~t;:"e`aam cm'a.~anss%-as ~s*~se'ses~saaaa ~ / `nsra+s3;~`s 1, / e F l ~ aP¢G~oc"aS9x ,1 lr /
a.. ~ ` ~ ~ / f ~ ~
_ _ _ r._ A _ n.~ . .
i 4y s r " s _ ~acmaw smmc. maraau m ` r ~"'s'~¢rv ,o
y`r 1. / ~ _ ~ T ~ e ~ ~ ° r ~c. 1 . ?
_ a ~ ~
'r ~ i ~
tii ~ ~ _ _ 'l ~
, ~r ~ ~ / / ~ i
~r i DDA-I i ~ ~ 1 ~
~ V r
~ ~ ,i ` / ~ _
~ ~ 67 - s7s ~ ~ s77 ~ ~
~ ~ ,F
PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT 67 67 8 7
CONNECTION TO ANOTHER ACCESS EASEMENT 6$0 79 ~ '
OR PUBLIC ROAD SHALL BE MAINTAINED. k rte--=° \ ~ 2 \
, \ F ~ _ ~ ss~ , V ~ ~ „~`QD~ `RIB, RI~N BUF ER ~ ~ ~ Q
~ ~ 1 \ _ ~ , ~ ~ ~ ~ ~ -
~ G . • P \ _ O , ,ROPr~~~.D 9,462 \ ~4 ~ ~ f ICI ~~i
~ 0 i ~ tt; ~ ,
\ M1
'i ,
\ o
M~ ~ ti ~ ~.A: (~G~C - ~ 'S ~ A -A~ 'nom \ ~ . - ~ ~ ~ s ~ , PIPS P~7 ~ ~ ~ ~
~ t~ t ~ v, ~ v - - - - ~1v o~ ~ , ; ? Q~~ a
\ ~ -R ~ - ~ ~ , \ ~ u ,
~ _ ~ ~ - w n .r _ µ ~ - ~
- _ ~ ~ `
{ \ ,
~ ~ ~ ~ \ r\ ~ ~ _ _ ~ - / . _ , ,
' - • ~ ~ , y'+ ~,Q~ ~ , _
Q ~ , J ~ ~ ~ _ \ ~ _
R ~7 ` ,,6~ .
~ - ~y 1 `a. ' \ ter" ~``'r:_-. ~ ~ ~ ~ ~ , _ _
\ - \ V ~ 1.: v ~ ~ - . ~ , •
p _ ry v~~ _
~ ! , ~ `
-._,A
~ ~ t. 6 r _ , , r ~ ~ - ~ v, ~ 690 ~ - - ~
it p r n / ~ _ ~0 691- ,~.--~6
may, j ~ _ r ~ ~ / \ V ; ~ ~ ~ y - - _ _ . _ _ _ _ - ~ . ~ Protect Number: 17- i 0-033 ~ ~
\ r , ~ ~ \ \ _ i
nn.- r w -«rr~ I ~ - / / d,. ~ ~ ~ ` ~ ~ ~ _ r _ - - . ~ . ~ ~ Date: ~ I 9-201 d PROPOSED. STORMWATER 81~~?~ACCESS ~EAS~M.ENT
u~~ r., ~ ~.CQNNECTION'•TQ ANOTHER ACCE~S'EASEMENT
S ~ ~ _ ~ ~ "-.'~^-vim.,... .."'~`"'ry'"-,-.~{ .r"" ~ ¢ i' ,a• / ' I B P-5 SCR PUBLIC ROAQ,SHALL BE MAINTAINED. ~ _ ' Drawr 1;y. ~~M
r,^ ~ ~ yam ~ ~ ~7"-.-.~-. ' ; z.. _ - "61]' ° ~ ~ ~ _ . Checked By: NRP
_ ~ - ~ _ ~ . _ 1=~..~.....~;
m _ ~ ~ ~,y eqs.~-. ~ ~ ~ • --~-w, e. ~ eaam ~ ~m ~ ~ i ~ ~ _ _
r r ~ yq - ~ ~ r~ ,M ~ ~ , _ ~ ~ ~ - ~ 0611 6126 1 0 Ori final 5u bmit~a
- - r`--~:7~_ r i ' - ti ~ - ~ ~ ~ - .w ~ ~ - , l of ~ i t2o R o Per f~CD~NP
r, r s ~ o -yam i~erzo~o Per NCDEIdR
_ ~ PI~BL - _ - ~ _ ~,r., ; - .
` fC _ • _
ti ~ ; ~ ~
~ ~
v _ - ---so° ~~w _rv ~ - -
- ~ i ~ v _ w
` . - ` _ _ - _ . heat Tip _ _
_ _ _ _
-~-=~,-G~~ B14RETENTIGf~
---~-_-m.~ - - DRAINAGE!
EASEMENT
MAP
LEG~Np LEGEND Sheet No:
c~Tnn ~l1R,IFf:T PR[~PFRTY Rf~l1NnARY GRAPHIC SCALE
BEFORE YOU DIG J I Ur-- CALL THE NC ONE-CALL CENTER AT 811. - - - ADJACENT PROPERTY LINE 30 0 15 30 60
- - - - - - - - - - - - - - - - - - - EXISTING 60' RIGHT OF WAY
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATON FOR THIS PROPERTY AND ~¦r ww~ BIORETENTION DRAINAGE AREA - - EXISTING GRADE - - - - C~8m 1
ALL NWM ®~aUKaTIC ZOPMM ADJACENT PROPERTIES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP b maw SERVICES, PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A _ 680 OF T40 "m a~~ "W wd6a dt ~rt06taur wwa ard1°} THS aims rMaa 30 PROPOSED GRADE
tFAM=900=66 amccvPNNKM OKY SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMA110N OMML Or omwwa~ MANO T" om"m Of REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES FIELD LOCATED TOP OF BANK

~y,, 4~.~- _ _ ~
CATCf~I BASIN CB- ~ / ~ ,
_ A DRAINAGE AREA, A 0 32 C / ;
,f
RUNOFF COEFICIENT, C - 0.95 ~ - ~ z~ ~ p. _
RIANFALL INTENSITY I = 7.03 INII~R \ /
! 0 YEAR FLOW Q ~ o = 2.14 CFS / } / ~ ~ ~

/ A A N B-2 ; C TCN B SI C / a~J I ~
\ ,
,~f _ / ~ - DRAINAG~ AREA A 0.7 I AC - ~
/ r RUNOFF COEFICIENT C = 0.95 ~N~~ N~~~I NG
f s ~ ~ 7714 Matthews--Mint Hill Rd.
RIANFALL INTENSITY I = 7.03 ININR ~ ` ~ P.O. Box 61173
I Q YEAR FLOW Q ~ o = 4.74 CFS - ~ - `Charlotte, NC 28227-9498'
Civil Site Des€gn
/,r s Low Impact Development i~
ROOF DRAIN COLLECTION PIPE RD-1 ~ ~ Smal(~5caie Building esign
DRAINAGE AREA A = O.13 AC EXISTING CENTERLINE OF BRANCH _ ~ _ _ Telephone: [phone]
BRANCH IS INTERMITTENT PER Facsimile: 704,248.7951
UNOFF COEFICIENT C ~ 0.95 USGS MIDLAND QUADRANGLE y ~ _ _
P PHI MAP 1 - Tt~ OGRA C 996 ,r , - RIANFALLINTENSITY, I 7.03 IN~hR - - ~ 5e2E9:
- - _ - _ ~ ~ ~ ~~j11 t t I f I J f
I 0 YEAR FLOW Q io 0.86 CFS ~ . - - -
_ -
- _ . 0 . F~ p . - ~ _ . 0
i ; L.~;. - SERL
. y • elf/ ~,.,,,~mzao -
y ~ 9Y3~<cA &1Ymp ¢'6g9.~R0G~ - y r ,,nom _ _ - - - ~ _w
~ ..,..r - ~ 1.1,1! ~ e~~ .tee .-:.,:...~I1SI!-l .e~zP ilr!~~1Mr! ~ Ewa ~~~amaes+ ®r ~ r r• -'fie ~ ~`ti.^ ~a~A - i e i 1lJS R Y"'."-"" rss ~k'~a'xn-.x~o,sa uzcu~cs ~:i~sz'~5!,.a ~i ~ ~!`ti~~.~ ~~~z~~.` ,~}Jt' 4~, a1
- _ ~ / -«.-...,.~..r.^ dam' p~ _ Ii / ? gym ~ ~~~r~lls.es~+ura~de.~ - - - ~ ,fie ®~avur 6~ ~~~~~j~~rti~~..-- w+itE~~~~ ~.z~rv asrs zc~aa m av~osmm+ c aas~ sue= -~m~a~.®.~=~an. ~ _ ~ rv l 1 S-~ ~
- y , ,pro'/ ~ ~~,a,~py'¢~i'iunzwannaa~acm~xzw~no ~ - ' or~ / ~
.r f p°~ r- ° v r
~y / e b~' ~ .I / ~ i f ~ -
h ~
y ~ ~ ~ ,
/ r~~ ~ - ~ u., -
~ ~ r
- ~ r . - - f
/ ' ! ~
~ r ~ ~ ~ DDA- I i~ i i r
j V ~ i
A / ~ %
~ 677 s7s ~ ~
l Sao ~ ~ r ~ / / ~ 1..i-.-
_ 6 6 ,E ~ ~ ~ - a
/ Q 9 4~
i _ ~
B 2 ~ ~ ~ ~ _ ~ v
/ ~ ~ ? ~ ~ ~ ~ - ~ ~ 684 n~' ~ ~T~o; ~ARIAN~U ~ ~ ~ ~ ~ ~
~ ~ ~r 'i ~ ~ ~ ~ ~ ~ ~
\ / - - " - ~PROPOS~D 9,62 \ ~ 1 , . v _ y
J6-~ ~ :'""rte.; , ~ ' ~ ~ ~ ~ ~I ~
r ~ C~ ~ ~ _ 4 ~ 8 ~ 0
- ~ I f _ - -
\
~ i y . ! , ~ ~ , - v A ~ 0 0
~ ~ ~ ~ f~-~• ~ PIPS Pt7 ~ ~ ~ ~ ~ ~ ~ ~
s~ ~ ~
r ~ ~ ~ i~ ~4 PEPEP-8 t ~ , ~
~ ; / ~ ' ~ - = ~ ~ 1 o
_
i s I j ~ _ . _ ~
\ i ' ~ is f.~ - = . v , ~ ~ ~ _ ~ - - - A i
- ~ ; ~ ~8 S _ ~ _ _ti - _ i" i

i ' w - - - -w _ _
~ - 84
8 85 ~ ~ v ~ ~
_ , ~ 88 8 7 ~ ' ~ - ~G ~ - _ ~y ~ r , ~ ~ ~ ~ ~ _
_ \ ~ ~ ,,688-~--.~ f \ .y ~ ~ - u. \ ` \
~ ~ ~ Pra Cct t<i~m~er. 17- I 0-033
68 ~ ` ~ ' tP•
~-6 : ~ l7 f - - - 9~ ~ _ Date: ~ i0-I°-20f0
_ ti
t _ _ _ _ , P-q ~ . ~ ~ , ~ I Draws 6y: JLM
;
u ~ ~ r ~ _ ~ Checked ~y: NRP
' s ^,N..... ~ „w _ . _ • °.s-~
~ ~ ~ _ _q ' ~ Rev~Sion~:
: . _ ~ .e -60' ~ ~ ` ` - o~t6izofo Ors inal5ubm3ttal
. , s ~ • ? ~ "m ~ ~ ~ r~ _ , . ; A v ~ v '"~,-ate ~ - ~ Iofl u2o~o Per NGDENR
~~m v _ _ , _ r envoy ~ ~ :.r. ter- - _ n~izo~o P
- ~ ~ . ~ s., ~ ~ r. ~ _ - .
_ - - , . ~ I ~ ~ ~ - _ ~
w _ - - AWY~ ~ ~ p ~ ~ - ~ ti V ~
-..A - w . _ ti ~ ~ _ w ~ v.
_ ~,G~iT-(~ ~ -WAl' - . _ W . - _ _ ti , , _ ~ _
i i' . ~ - . I s ~ ~
` r • r ~ - ~
- 60 ~ _ - - _ _ ~
r~ w~-~=~ -
_ _ ~ - _ _ -.,a-. _ - _ r = - - .v _ ~ _ ^ - ~ ' CA~TC H BA51 N
- - DF~AINAGE
MAP
L ND EGE LEGEND w~ Sheet No:
~`rnn SUBJECT PROPERTY B©UNDARY GRAPHIC SCALE ~ _
BEFORE YOU DIG J I U r CALL THE NC ONE-CALL CENTER AT 8M - - - - ADJACENT PROPERTY LINE 30 0 15 30 so
- - - - - - - - EXISTING FENCE LINE - - EXISTING 60' RIGHT OF WAY
REFERENCE: ALL PARCEL AND BOUNDARY INFORMATION FOR THIS PROPERTY AND ' 7 - - - - EXISTING GRADE C~90
a W®*Mam *owaKom m ia ncx~an ADJACENT PROPER11ES REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING STOP " ~mKNw. w SERVICES. PROPERTY DIMENSIONS AND COORIDINATES FOR PROPERTY REFERENCED FROM A 680 o 90 PROPOSED GRADE ¦ - FIELD LOCATED TOP OF BANK
Qom mDowummsSTAYmoom5.A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES. TOPOGRAPHIC INFORMATION W WORM mm nc ~ mmw. " ~ REFERENCED FROM A SURVEY COMPLETED BY GRIFFIN SURVEYING SERVICES

I 3gq ~I~'~uN~~ AR~CA '~fl' GENERAL Naas; AMiCU~
I LW~~ ,a j A GROOVE JOP17' 1' DEEP WITH 1/B" RADI3 SHALL BE REQUIRED
~~NN~~ ZZppNN~~ 2 GENERAL NOTES OF~RFACE AREA 1, DRIVE 5' STEEL POST AT LEAST ~ . IN THE CONCRETE SIDEWALK AT 5' fNTERVALS. ONE 1/2" 6i Ai LEAST ` .`.~'M•:~`. ' ti EXPANSION J~NT WILL BE REQUIRED AT 45' INTERVALS NOT TO
pU~E~ ryE 24" INTO SOLID GROW1~, QUIdD I ~ , . , . ' EXCEED 50' Add6 MATCH€NG EXPANSION/CONSTRUCTIQN JOINT 1N f ~ 4. '•-'y ^.,~e., ADJACENT CURB. A SEALED 1/2" EXPAN510N JOINT WILL BE
FOr~RMANENT SEEDING FiLL SLOPES STEEEPER THAN 3. t, U5£ HYpRAUL1C SEEDING EQUIPMENT TO APPLY OF SUR~A~E A SE DING: SEED AND FERTILIZER, A WOOD MULCH F1B£R RT 45 LB 1,000 5Q. FT, AND MULCH TACTiFER. 2. USE STAPLES 1' APART PART ':'a REQUIRED WNERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. VERTICALLY ; ~ ~ 2. SIDEWALK AT DRIVEWAY ENTRANDES TO BE fi" THIGK,
EFFEGTIUE OCTOBER 1 2005 THE LIMIT I'OR I HoRIZaNTALLY ANa vERTICALLr ' ' FOR GENTLE Ta FLAT SLOPES OR TEMPORARY SEEDING BR4AACA5F SEER AT THE RECOMMENDED RATE WITH TD kTTACH THE POROUS SRWS ~ ~ ' . ' IRE FENCE, . + 3, W{DTH OF S€DEWALK ON THOR4UGHFAf~ STREETS SHALL BE A
ESTABLISHING GROUND COVER ON SLOPES I~AS CI"ANGED A CYCLONE SEEDER, DROP SPREADER, OR pULTiPACK SEEDER, RAKE SEED INTO THE SOIL AND LIGHTLY ' BAFFLES TO THE WIRE FENCE, PAgG TO ESTABLISH GOOD CONTACT, X 3. MINIMUM BAFFLE SPADING €S 14'. PAGING €S 10'. ~ MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTffAL BUSINESS
TO ~1 DRYS. ~ USE C£RTIFE£D SEED FDR PERMANENT SEEDING NH£NEV£R PDSSBL£, CERTIFIED SEED IS INSPECTED BY THE I GROOVE. ~i01NT IN SIDEWALK DISTRICT WILL BE DETERMINED BY TWE CITY/COUNTY ENGINEER, gASN tN
NORTH CAROLINA CROP IMPROVEMENT A550gATI0N. IT MEETS PUBLISHED NORTH CAROLINA STANDARDS 4. TH£ FLOCR OF THE BASIN tN THE OWTL£T ZONE Ate <~RMS AIVD SHOULb BEAR AN CFfTGAL "CER11RE0 SEED' LABEL, ~t~ ~ SHOULD BE SEEDED IMMEDIATELY A~ ARMS ~ 4, WIDTH tlF S€OEWALKS ON NON-THOROUGHFARE STREETS SHALL t IMMEDIATELY i BE A MINIMUM OF 4'. UNLESS OTHERWISE SPECIFIED 6Y
SEEDBE~.RE4UIREMENTS: ESTABUSHMEN7 OF VEGETATION SHOULD NOT BE ATTEMPTED 4N SITES THAT ARE UNSUITABLE DUE 70 UBEWNG OF NON-~R7IFEiD QED IS ALSO REQUIRED BY LAY. LABELS CONTAIN IMPORTANT INFORMATION ` AFTER THE BAJN 15 S I TOWN SUBDM~'ON ORDINANCE, i i ~I
INAPPRf~RIATE SOIL TEXTURE (TABLE 6,1OA), POOR DRAINAGE, CONCENTRATED OVERLAND FLOW, OR ON SEED PURIM, GERMINATION, AND PRESENCE OF WOOD SEEDS. SEEDS MUST MEET STATE STANDARDS ~ o CONSTRUCTED, STEEPNESS OF SLOPE UNTIL MEASURES HAVE BEEN TAKEN TO DORREOT THEE PROBLEMS FOR CONTENT ANA NOxiD'JS WEEDS. 00 NOT ACCEPT SEED CDNTAaNING "PROHIBITEp" NOXIOUS WEEP SEED. ~ I 5. REFER TO NCESCPpM SECTION DM SECtION I 1/8' Pf[?I11S 5, SIDEWALK TO BE PQUREO TO END OF RAD€US AT INTERSECTING
TD MAINTAIN A GOOD STAND OF VEGETATION, THE SOIL MUST MEE1 CERTAR! MINIMUM REQUIREMENTS AS A pL NRfIGS AFTER SE p6.65 FOR AODITIpNAL WTH MEDIUM THE XISTING AIL AVE THESE dtIIERIA; MULCH ALL A IMMEpIATELY EDING. I ~ SPECIFIATiaNS. GRO ENOUGH FINE-GRAINEq (SILT AND CLOY) WAT£RIAL TO MAINTAIN AE~OUATE MOISTURE AN? NUTRIENT l SFRM X NAL STREETS.
I 4 6, CONCRETE GOMPRESSNE STI~NGTH SHALL BE 36OD P51, IN 28 DAYS. (~a ~~X 5911
SUPPLY {AVAILABLE WATER CAPACITY OF AT LEAST 0,05 INdtES WATER Tp 1,00 INCH OF SOIL}, ! - SI~FICIENT PARE SPACE TO PERMIT ROOT PENETRATION, MULCHING; - SI~"rTCIENT DEPTW pF• SOIL TO PR4NDE AN RDEQWATE ROOT ZONE. THE pEPTH Tp ROCK DR FOR PERMANENT SEEDING FILL SLOPES 3:1 OR GREATER: I : ~ : ~ ,/e~Tp,i4° ''7714 Matthews-Mint Nill Rand ~ t Mint Hill, NC 28227
€MPERMEABLE LAYERS SUCH AS HARDPANS SH9ULO BE 12 INCHES OR MORE, EXCEPT ON SLOPES IN MID-SUMMER, LATE FALL, OR W1NTFR, APPLY 1pD LB/1000 SQ, FT. GRAIN STRAW, COVER WITH STEEPER THAT 2;1 WHERE THE ADDITION DF SOIL IS NpT FEASIBLE. NETTING RND STAPLE Tp THE SLOP, IN SPRING ~ EARLY FALL US£ 45 LB/1000 SQ, FT. WOOD ~ETQ I " •
- A FAVORABLE pH RANGE FOR PLANT GROWTH, USUALLY 6.0 - 8.5, FiBER !fib - FREE FROM LARGE RpDTS, BRANCHES, STONES ,LARGE d.OpS ~ EARTH, OR TRASH OF ANY KIND. IN A HYDR4SEEp£R SLURRY, ` ~ 4.t. ,/x EXPANSION JpINr Civil Site Design I a. ' s ~
OLOD5 AND STONES MAY BE LEFT ON 5L4PE5 STEEPER THAN 3:1 IF THEY ARE HYpROSE£DED, FDR HIGH-MAINTENANCE VEGETATION AND TEMPORARY S£EDfNG; X 131} ~ Low Impact Development a~
IF ANY pF THE AEfOVE CRITERIA ARE NOT MET - L£. 1F pDS11NG SAIL IS T00 CYIARSE, p£NSE, SHALL9W, - APPLY 9D LBJ19pQ 5Q, FT. (4,900 LB/ACRE) GRAIN STRAW ANp TACK MATH O,1 GALJSQ, YD, ~ J(,~,-_ 9R ACI?IC TO FOSTER VEGETATTON - SPEdAL AMENDMENTS ARE REOIJIREO. THE SOIL CONOITtON£RS ASPWALT (11 GAt/1~0 S0. FT.) X Jo,NT FlLLER Q~ ,~y ~ Sma11-Shale Building Design
DESCRIBED B£LAW MAY BE BENEFICIAL OR, PERFERABLY, TpPS01L MAY BE APPLIED, FOR GRASS-UNEA giANNEIS: 1/`Z' `;~~'~t~~` pF10PD5ED CURB & GUTTER I TRRNSVERSE E)iPANSION Telephone: [phone]
i SEEDBED_PREPARATION: - INSTALL RECOMMENDED EROSION CONTROL MAT IN THE CHANNEL, EX1EN0 UP THE CHANNEL BANKS a'-D" P c I JOINT IN SIDEWALK PROPOSED a' OONCRETE slDEVraLK FGCSimile; 704.248.7951
FILL SLOPES (PERMANENT SEEDING) -FOR FILL 'aLOPES 3:1 OR STEEPER: TO THE HIGHEST OALCULAT£0 DEPTH DF FLOW (SEE GRAS-LINEa CHANNEL DETAIL}, AND SECURE S KEN s' STEEL POST 1, LEAVE THE LAST 4-6 INCHES OF FILL LOOSE ANp UNCOMPACTE?, ALLOVANG ROCKS, ROOTS, LARGE AND ANCHOR. DETAILS SNOWING EXPANSION JOINTS
~ PoRAUS €ur~w. CLODS AND OTHER DEBRIS TO REMRIN ON THE SLOPE. 2, ROUGHEN ~.OPE FACES BY MAKING GROCVI:S 2-3 INd1£S DEEP, PERPINDIpULAR TO THE SLOPE, IDANONEA dare MESH FI.41Y_ 4 t AND NAG C 2S 4 7
I FR Y 4ER RATES REGpMM NDED Y SOIL TESTS. 3 5 EAO LIME E1cNL 0 SLOPES AT E B cocoNUT LRifR OR n IN CONCRETE SIDEWALK ~eaf~:
FILL StAP£S {TEMPORARY SEEPING} -FOR FlLL S"LOPES 3:1 oR STEEPER; 1, LEAVE A LOOSE, GEN~ STAND OF VEL~TAT1pN CANNOT BE DETERMINED TO ~ FULLY ESTABLISHED UNTIL SdL ®9~KF1p UNCCMPRCTED SURFACE. REMOVE LARGE CLODS, ROCKS, AND DEBRIS YrHICti MIGHT COVER WAS BEEN MAINTAaVEp FOR ONE FULL YEAR FROM PLANTING, INSPECT SE£p£0 ALAS FCR FAILURE CAMPACT FENCE PND a
HOLD NETTING ABOVE THE SURFACE, AND MAKE NECESSARY REPAIRS AND RESEEDINGS W1TH3N 111E SAME 5£kSDN, IF POSSIBLE, FAaac euRtED IN 2 SPREAD LIME ANO FERTILIZER EVENLY AT RATES RECOMMENDEp BY Sea. TESTS, TRENCH I ~ I~,~~1/
d RlCORPORATE AMEN`Dt~NTS BY ROUGHENING OR GROOVING 501E SURFACE tXJ THE CONTOUR. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE GHpIC£ OF PLANT MATERIALS Ah~ QUANTITIES 9F LIME AND FERITLIZ£R. RE-ESTABLISH THE STAND AFTER SEEDBED PREPARATION DR b IP I b . (~'ii
- A OVERSEED THE STAND. CON9DER SEEAMG TEMPQRARY, ANNUAL, SPEC#ES IF THE TIME OF YEAR IS NOT k 1, REMOVE ROCKS AND DEBRIS TFIAT COULD INTERFERE lYITH TILLAGE ANO THE PRODUCTIgV OF A APPROPRIATE FOR PERMANENT SEEDING. IF UN ARM SEEDBED, ~ 3 SIDEWALK DETAIL ~ .~~~SS j~~ j 10 SCALE': N.T.S, [REF': MCLDS STD. ~10,22~ = 'Q SEAL
APPLY LIME AND FERTILIZER AT RATES RECOMhffNpED 8Y SqL TESTS; SPREAD EVENLY ANp IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO pE:TERMINE IF ACIDITY OR NUTRIENT IMBALANCE INCORPORATE 7O A PERTH OF• 2-4" 1WTH A FARM DISK OR CHISEL PLOW, IS RESPONSIBLE, ~ BAFFLE DETAIL
3, LOOSEN THE SUBGRADE IMMEDIATELY PRIOR TO 5PR£ApING TOPSOL BY DISKING OR SCARif'YING TD A DEPTH QF AT LEAST 2 INCHES, F£RTIUZATiCN - ON THE TYPICAL DISTURBED SITE, FULL ESTABLI~IMENT USUALLY REQUIRES ~ O SCALE: N,T,S. REF: MCLDS STD. 30,19 I G32.0'Jc - I
4, SPREAD TOPSOIL TO A PERTH OF 2-4 INCHES AN? CULIIPACK. R£FERTIUZATION IN THE SECOND GROOVNG SEASpN, FlN£ TURF REQUIRES ANNUAL MAINTENANCE 5, DISK 4R HARROW RND RAKE TO PRODUCE A UNIFORM AND WELL-PULVERIZED SURFACE. F£RTiLIZAi]DN, USE SOa. TESTS IF POSSIBLE OR FOLLOW THE GUIp£UNES GIVt:td FDR THE 5PEdFIC SEEDING
fi, L9QSEN SURFACE JUST PRIOR Tp APPLYING SEED, MIXTURE, '~~'C+' ~Cf~d~a cv`r~` ~i~~'O~AS ~ ~P,$a~
FOR GENTLE 9R FI~YT SLOPES WHERE TOPSOIL IS NOT USED; i, REMOVE ROCKS ANa DEBRIS, SEE RPPRDVED TREE ~ ~ r c ` ffi[IL '
2 APPLY LIME AND FER1ILZER AT RATES RECOMMENDED BY 501E TESTS, SPREAD EVENLY ANp PRESERVATION PLAN FDR ~ ~ P TH fS' ILL P W OR R TARY TILLER, FQ$,GEN'Q,E,SLDPES iNGOR AR,41E 6170 E TOP VdTH D15K, qi LO , O REQUIRED RADIUS 1. 200 SF MIN. TOTAL REQUIRED AREA PER TREE.
3, BREAK UP LARCE CLODS AND RAKE INTO A LOOSE, UNIFORM SEEDBED, bF TREE BARRIER b, RAKE TQ LOOSEN SURFACE JUST PRIOR TO APPLYING ~Ep. ~ i ~`j,J 2. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT,
Tall Fescue 25p (4-5 fb/1,pDD aq. ft,) I, \r !~j , NOTE: ~J I ~ GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING 501E AND PLANTING TEifES, -^'^-g' Nut
LIME AND FERTILIZER N££qS SHOULD ~ DETERMINED BY S91L TE5T5. SOIL TESTING IS PERFORMED FREEr use Plants: ~ "i , f I~ OF CHARGE BY iWE NORTH CARILINA DEPARTMENT DF AGRCWLTURE (NEAA) SOIL TESTING LABORATORY, Between May 1 And Aug, t5 add 35 Ib/acre German Mlllat. 1 UkCK pF CWflD/BADK DA CUAB RWT ~ 3. REMOVE COMPACTED SOIL AND ADD 24" NE1M
aIRE0110N5, SAMPLE CARTONS, AND INFORMATION SHEETS ARE AVAILABLE THROUGW COUNTY AORICWLTURRL Before May 1, or After Aug. 15, add 40 1h/acre Rye (Gra&r}, i y tiQIE:. EXTENSION OFFlCES OR FROM NCDA, ALLOW i_fi WEEKS FOR SAMPLE TURN-AROUND Sa PLAN WELL IN % 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROdEOT, TOPSOIL/PLANTiNO MIX ,Qg UNCOMPACT AND AMEND TOP 24' f~ EXISTING SOIL TO MEET PROPaSEp NLW ,'-a" CUAB ~ DUTTEA
ADVANCE OF FINAL GRADING, Candln•Dntesllntas Best: Aug. 25 -Oct. ~ 2. LANQSCAPING PLANS SHALL SHOW TH6 LOCATIONS 4F ALL TREE PROTECTION FENCES, TOPSOIL/PLANTING MIX STANDARDS E'OR TREES, CLWCRElE CURB COM,NUAUS 'fNCES, AROUNp 15UWD PERIMETER
WHEN SOIL TEST ARE N07 AVAILABLE, FOLLOW RATES SUGC~STED ON THE INDIVIDUAL SPECIFICATION SHEET Possible; Fab. -Aug, TI STANDARDS SECTION 010D0 Fp1t THE SEEDING Mlk CHOSEN (TABLES &.1tC TF9ROUGH 6.11 V). APPUGAT10N RATES USUALLY FALL INTO ~ 3. REFER TD CF€1' OF CHARLOTTE UNDSCAPE CDNSiRUC QN 01000
Avoid ssedin from Nov, to Jan, If saadl must be done at this Lima, add FOR GENERAL SPECIFICATION REGARDif~ TREE PROTECTION. THE FOLLOWING RANGES: g ~ ~ ~ 1 - GROIRND AGRICULTURAL LIMESTONE: 4D Ib/acre rye grain. ;unNC ksPtlax PARKING LO1' ~IS>ls~, ASPH4LT PNIKINO LOT w
LIGHT-T£XTUR£p, SANDY SOILS: i TO 1-tf2 TONS/ACRE / HEAVY-TEXTURED, pLAYEY SAILS 2-3 TONS/ACRE ~pJL,Amendmeats; ~ ~r ~1 i ~ ~ Y^6° CUBA IS AN OPTION, ~ 4
- FERTILIZER: Apply lime and fert111zer according to solE tests, or apply 4,000 Ib/acre ~ i ' i GRASSES; <~D-1,2p9 LB/AORE OF i0-10-10 (OR THE EQUIVALENT) round agrlculturol limestone and 1,000 Ib/sue 10-10-10 tertllher, ~ ,i
ARABS-LEGUME MO;TUTVES; 804^1 200 LB NACRE OF S-1fl-10 OR THE EaU1VALEN ~ ~ ! 1 , ~ ( ~ ~ ' < . ' ~ ' CURS kNp GUTIER
Apply 4,000-5,pp0 Ib/acre grain straw ar equivaiant epver or cNSOtnar su[taMe muSching material, ~ ,h CURB AND CUTTER I.
I x'24` MM1~ pEPTH TOPSAIL ' ;~•'.~,'~„PF STGNP~5 PND ~k"BRIS.. ' ~ MIX NEW TOPSAIL YPiH
~ lnspe~ictga darepolr mulch frsquantly. Topdress with tO-1A-10 ferllliiar If tall Fescue 2a0 {4-5 Its/t,0aa sq. ft,) growth Ia net lolly adequate, Mow regularly w p heft of 2-4 Inches PIAN_V(EW OF ROOT_ ZONE ' 5118SOIL kT 9GTTpM
terse Plante! . Between Mpy 1 and Aug, 15 add 15 Ih/acre Sudangmaa ar 1fl 3b/acre Garman 1 ~ ~ ' 3.,,4~' 3 ~ ~ ~.f
Millet Before May 1, or After Aug, 15, odd 49 Ib/acre ryw (grain),
Beat; Aug, 2S -Oct, ~
Pasalhleo Fah, -Aug.
Avoid soeding from Nov. to 'gyn. if seeding must be done at thla time, add FOR PRUNING SEE I, 40 Ib/ears rye grain and use n channel lining that offers maximum protection. PisTRtrl~': NARTN cAraa.INA EROS~+ AND aErauENT CaNTaa MasuN. NATIONAL ARBORIST g~
ASSOCIATION SPECS. TREE PLANTING ISLAND IN PARKING DETAIL ~ ~ Z ~ 0
Sgl~ltm dments; Apply lime and ferti<IZer according to aoa tests, ar apply 4,000 IC/sae
ground agrkultural Ilmeatone orsd 1,090 Ib/acre 10-19-10 fertDizer, operate tllkge equipment across the waterway, ONE FOOT FDR EACH 1 O SCALE; N.T,S. [REF; MCLDS STD, 40.11 ] ~ ~ ~ .J
1 DIN FGATI N INCH OF TRUNK pIAMETER w R IN AN N MANUAL OR TJ2 HEIGHT OF TREE z use Pte, eraslosl cor€troi mptting, or other alfecUve channel lining material to ~ 0 SCALE: N,T.S, [REF: NGDEN E&S PLANN G D DESG ~ TREE LIMB WHICHEVER I5 GREATER ~
cavar tHa bottom of the channels and ditches, and staple securely. The lining REMOVAL a. mould extmld abovo the Highest naltA]Iptad depth of flaw. On ahnnnel side B' MINIMUM WIDTH a ~ ~ ~ ~ ~ ~
sEapes ohave tats height, and k€ drainages not requiring temparory IEnings, fOR 2" CAL. 7REE5 BA apply 4,000 Ib/sera groin straw and anchor straw by stapling Hotting over 6" BARK MULCW, PUCE K MULCW, PUCE BARK ' W=5' MIN. ~J ~ r~' ,i'
the taD• f MULCH AT AREAS NOT AT AREAS NOT CROSS-SECTION t2" MIN OF NCDOT ~5
DEAD TREES RND SCRUB QR UNDERo ~ PROTECTED BY BARRIER, Mulch and anchcring mater6oi must not bs; allowed to wash down alopaa I GROWTW SHr4LL BE CUT FLUSH WITH•I wham they can clog drn4nage devlcea, TED BY BARRIER, OR X57 WASHED STONE / . ~ ~ ~ F TEMPORARY SEDIMENT 'TRAP ~ _ _ T-1 S' MkN. ~ ~ ~ ` n
ADUACENT GRADE, NQ GRUBBfNG-"' I DESIGN CRfTERIA - J 3600 CU A ~ ACRE - - _ p
al In I t t f ALLQWED UNDER pRIP LINE, Ennpect and repair mulch frequdctly, Retort ze eke water o ha oNawing uILTNNC i year; use salt teats or apply 15a Ih/sere 1a-10-10, Mow regularly too FACE „ „ „ ~ ' DRAINAGE ~ - ?j ~ j ~ 0 AREA < 5 AC. _ 5' MAX I I O •.--I h
iN:ight oT 2-4 inches, x4 STANDARDS + t x4 RAtLS b OR ORANGE SAFETY FENCING I (ACRES) _ w~-r
REtTFkTICE: NaRTN CARIXJNA ERaafaN ANA SE~YRIT u~NTR,X wANEIAL I i MAY BE USED. " =1 f =11 h -I I C-I H / / MIN. ~ `
~ - - I III III II{ FOR SUES 3;1 ®Z c~TFFPFR t ~ LENGTH 2:1 ~ _ TO WIDTH ' . RATIO ~~f f °----..r - ~
NaTE: ~ Saeding_~Ilxture Bg,~„(R~ggq} " INSECTICN MAD FlTIINGS AR£
Tall Fescue 200 {4-5 Ib/1,DOD sq, ft,) AvAlI1,sLE Iro "TEES, WrEa, REDElCERS, a5' 9EhOS AND j Sericaa Leapadew 34 {4,7-O.B Ib/1,900 sq, ft,) aD.UAF0,1. 0~ ` (C,1, Fr, ~FiLTER I MIN, PER AC,
Kabs s edeza 1a 0.2-0,3 Ib 1 OOO PL Su~E3ST~111U1~~FOR~YNi~ER tiAFP IDLroT~i0N5PE CAN BE La P ( / , ~ ) { VOLUME pISTURBEDJ REQu1REb FABRIC
^w Ssedlna Notes: 1, In EOetern Piedmont odd 29b/acre Pensacola Bahlagrass or 10 Ibjpue common WIAN VIEW 43S
Berrnudngrass, use Hammon Borm~ufagrasa Amy wham It Is unaKely to become a pest, Nn~ c~+ ~ TREE PROTECTION DETAIL 2, After Aug, 15 ues unsmrltfod sercia sand auT END CAP ALUlEST I SURFACE Ft, I PER CFS DESIGN SETTLED T6 OVERFILL 6" FOR
3, Where a neat appearance la deairad. omit seraia and subsdtuta 40 Ib/ante 8aniagroaa GRAAE PER ENGINEERS PWdI FTUISNEU GRAD 10 SCALE: N,T,5. TREE: MGLDS STD, 40,02 RE4U1REb O,Df 21° MiN, /SETTLEMENT
ar 15 Ita/sue hulled Bermudagrass. I L a, To extend spring seeding dates Into Juna, add 15 Ib/acre hulled Bermudograsa. ~ ~ j
However, it is parferahle to seed tempa~'y oava and seed Fescue in September. AowNSPart AA I ~ ~ ,~c ` c• I
i Nurse _Plants: ~ I Between May i and Aug. 15 add 15 Ib/acre Sudangrass or 10 Ib/acre Garman I NOTE: ~ ~ L®TO' MIN. ~~~~~A;~f ~ EMERGENCY 1 ' f ~ BY-PASS 6'
Maki Betare May 1, or After Aug, 15, add 4Q Ib/acre rya (grain}. ,IpV sr A5 ~ 45' BEND IN3ELmCN MOLDED TEE ~ HEL©W 1 PLEa~ REFER TD /a' SETTLEB TOP
~ID4.QgLt~; 'INSERT a~ECnpro~Aet~-c TED Ii, Beet; Fpa (Aug. 25 -Sep. 15), Late Winter (Feb. 15 -Mar. 21} ~ 8ELI. REDr~ +INJECTION I NCESCPDM SECTION X5.80 2' TO 3.5' FOR ADDIT90NAI. DESIGN ; ~ OF DAN
- Latr n Feb. 1 - A r. 7 Possl6lec Fall Au , 20 Oat, 25), . WI ter ( p 5} MOLDED ( 9 AP CtINNECt10N BENA ~ SPECIFlGATIONS REGARDING ~ L ~ ~ ' y~a'>u I TEMPORARY SEDIMENT `NATURF~L GR!]LIN71
Fall fa hest far Tell Fe~ue and late winter tar tespadesos. Overseeding of Kobe Lespadaza ; II i nhs3led B s d In fa , aver fall-seeded Tall Fescue Is ve offett ve. Use u ermud Tess ae 7 ag i TRAAS. Protect Number: 17-10-033 I FILTER FABRIC X=7' MIN,
Saa Amendments: ©ate, 06-1 E-2010
Apply Sims and f~talzer according to soa teats, or apply 4,004 Ih/acre ground agrlculturpl I€mestone and 1,040 Ib/acre 1D-10-10 fsrtiilzar.
~JNJE'CTIDN I~AEA wi ADS N-12 ST PIS (T1'P) TEE FfRe1G ?ATA BLOCK DRAINAGE O157t1RBED RAP V M T P UR AC AREA CLEANOLiI' H L T W X Brawn By: JLM
Apply 4,900-S,Q99 (b/oars grain straw or aquEvalant cover or another suitabie mulching j rr~ with as halt rovi or nettle . Nettie is the re- E RE©UC D PRES. PRICIPLE ASSEM6LY materiel, Anchor inch by tacking p ng, 9 4 P TRAP ND. ALBS (ACRES) {CS) (CUBICR~.) (CUBI~OIDFD) (sQUf~) tsQvIDE) DEPT 2(FT.) (FEET) (FEET) (FEET) (FEET) (fEEf}
tetrad androrhg mctHod on steep elopes. € 1 4" TURN FULL PORT / 1/4" TURN FULL PORT j BRONZE BALL SHUT OFF VALVE #1 CHECK VALVE ~'1 BRONZE BALL SHUT OFF i j ST-1 1.28 2,Z1 6.48 4,808 7,531 2,976 3,749 1,50 3.00 6.00 2,40 5,40 7.44 Checked 6y: NRP
Insperepair mulch irequentiy, RefcrUllza in the second year unless (SEE NOTE 2) HECK VALVE VALVE R2 I
growth Is fully adequate, Mow rtgularly to a height of 2-4 Inches 1n n rr~~yy # SEE NOTE 2 necessary arena, Othor areas may be mowed ones or tw[te a year, ~ ROO~ tJRAIN DETRIL I g TEMPQRARY SEDIMENT TRAP Revl~lons:
but is not necessary. REFf,RFNCa; NtlTiN nARAWNA ER05~r ARA aF]NMENT CAN'IACL MANSIAL. ~ 1 0 1 1(~ SCALE: N.T.S, [REF": MCLDS STD. #3D.01] ~~~-ss-2co Orlamal Submlital
SEE NOTE 4 SEE NaTE 4 I
~ FLOW
TEST cacK ~1 ~ STEEL ENCASEMENT PIPE
DRAT POR
T2" M[N. i
3D" MAX FILL SLOPE ,
GROUND 1
-I i I- I I I I--""•'' • I SPIDER SUPPORT AND SPACER AVAILABLE FROM 5P1DER MANItFACTllRING,INC [NSTALL Sheei TIt8:
I SUPPORT AND PAD TO BE ul CpMPA.CTED BERM DESIGNED BY OWNER PER UNION COUNTY INSPECTOR ANO PER
SEE NOTE 4 AS RE UIRED D ILT FENCE sEE NaTE 4 MRNl1FACTURERS SPECfFICATI0N5, 1
~NrSfi ~ SEE NOTE 2) PIPE MATERIAL AS SPECIFIED G~Rp~N BY UNION COUNTY PIPE MATERIAL AS SPECIFlED I CONTRACTOR RESPON518LEFOR
0 STANDARA SPECIFlCAl10NS BY UNION COUNTY CARRIER PIPE INSPECTING MATERIALS AND WELDS
STANDARD SPECIFICATIONS AND TO 5 FT. PAST THIS BEND ~ TO INSURE ALl SPIDERS WILL J [ FUNCTION PROPERLY.
- ^W~M NOTES; - ~ DETAILS
WIDTH AND "~4t 1. REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO UNION COUNTY PERTH TO BE OESIGHED GRDt'~ SPECIFICATIONS A5 APPLICABLE. A~~I A N P I.D. ALL HI KN 5 r9
NOTE: BY ENGINEER (1' MIN) , 1. PITCH SHOULD HAVE LDNGRUDINAL SLOE OF 1N, ~ 2. TH3S RP INCLUDES SHUT OF VALVES ~1 ANt7 #2 A5 PART OF THE ASSEMBLY. NO 8 0.188 SHEET 1 " 12' 0.188
SUBSTITUTIONS SHALL BE PERMITTED UNLESS AUTHORIZED BY UNION COUNTY PUBLIC WORKS. 2. SLT FENCE MAY BE REQUIRED BEHIND BERM I ° 16" 0,250°
0 T C COVERING IT SHALL BE AS SPECIFIED B 3. IF OUTDO R INS ALLAITON HA5 A PRDTE TiVE Y UNION COUNTY PUBLIC WORKS FOR INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES. 1 6" 0.250"
4, FITTINGS SHALL BE AS SPECIFIED BY UNION COUNTY PUBLIC WORKS. NOTES: ~ " 20" 0.281" I 1 24" 0.344°
T 51 D TA 4 EMPORARY LT DITCH E IL 5. T COCK 1 SHALL E UPSTREAM OF SHUT OFF VALVE 1 AND IS PART OF THE TES B 4" 30" 0.4 Sheei No. 1. NO PIPE SHALL BE SUPPORTED 8Y BELL 42" 0.500°
10 SCALE: N.T.S. REF: MGLDS STD. #30.05 APPROVED ASSEMBLY. 2. ENR SECTIONS LE55 TNAN 4' MAY BE l1NSffPPORTEp. " 48° 0.500" I
~n vc~a Ab Ntrf I AbLt UNLtSS UI HtHWISt SHOWN ON PLAN. 4• MASONRY SEAL AT ENDS 2" x 4" WEEP HOLE AT LOW END
r E, ALL PRESSURE PIPES TO HAVE TRACING WIRE IN ALL CASING BORES. E
9 1.5 BACKFLOW PREVENTER DETAIL 10 PIPE ENCASEMENT DETAIL
10 SCALE: N,T,S. 10 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL X14

i
AM~~U~
I i NATURAL GRADE =
I _
~I, % SLOPE ~
- - M w n~ ~ RIP RAP - I I _
N I~I~I BIiIN=1 i
s^ e A ~ ~ 6~ om aAe I o. Ae a.A4 {(~MW~z~.)J , I - I' - I 9' MIN. I~I~- T (THICKNESS)
y~ ffSTA. A'.e` ANt A.88 ([1Yi~N:) a,a2 (M9~.) l f slYtER 8HDa1 O. De (n7Cf.1 t' MIN, _ ~ € _
fa:i w. nrw I 1'-6" F€LTER FABRIC LAP € ~
4~4 z I t (If NEEDED) III NOTE; LAYER DF FILTER FABRIC j
SEGTIQN B-B o- I ELEVATION MINIMUM H=2/3 PIPE DIAMETER ~ ~ ~ ~ ~ ~ ~ 1
Q? ~ EAf j4 5'• ' SECTION I ~
rwu>&srmN ~ I 't~Waman SmEwALK 5IDEWALK 5151 Poplar Tent Road
SEE NOTE 12 ' ` NOTES: Suite 13D NOTES: w1 _ Concord, NC 28027
SEE NDIE 4 >r k~•0" (TYPI SECTION A-A z ~ 1. CLASS OR 1• CLASS OR MEGAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON END OF FLARED SECTION GIVIi Site nBSlgf1 '
sTDP LINE ~ TO BE OES TO 8E pESIGNED 6Y THE ENGINEER,
I501IETRIC VIEW sio siDEMAUt vg sE~ stosTALK sIOEWALx 2. REFER TO Low Impact peyelopment 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MAh1URL FpR
m Ja f(R ROTE 1a RPRAP APf . [ RVY~FJIIE>iA~~ItlF me SEE w` 4'-O" TYP RIPRAP APRON DESIGN STANDARDS, ; ~ Small-Scale i3ui(ding pesign I ~
f ~ 9;E ~nr~reereai,E Wrvoam aeo-a snot coveN 7-o-' Lernti wo ruu rrmn aE ns: I STOP LINE ~ m 8EE NOTE k 3. RIRRAP SHl 3. RIPRAP SHOULD EXTEND UP BOTH SIDES pF THE APRON AND AROUND THE END Tele hone: 704.573.1621
au~ e~ on ~ ~w• OF THE PiF 2. 1Oi/aN me amR'B.Ief YIg1n1+21r e8r11 ,16l8IXIfB BUnrIGE, EI11ER iIOlf•aN•16k9t~ E ~ EVAIAI[ JatM an mrtic•a+.LmNr e~Enc,< Radmffs eXrsXe x~. ~ 1 sI€~EMALK 2:1 AND A OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF ~ i P 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER 4R ~ i Facsimile: 704.248.79x1
' e~E NWE 1 CULVERT H' OMf WORT AI@A e YNEVIe m' • I CULVERT HEIGHT. r ~
Y Ia , FavlgelAN JALR Aa T~~ro~ 4• SURFACEHD I n e`'i'e- X e DETAIL 9HOWINO TYPICAL LOCATTQN OF MFEEL(SWER RAMPS. 4. THERE SMALL BE NO OVERFLOW FROM THE END OF THE APRON TD THE 1'r 's 58x15: SURFACE OF THE REC®VIMG CHANNEL. THE AREA r0 BE PAVED OR ftIPRAPPED
~ © Q fl d` .A' a a' a. ' e A~• ' eccawa< e' a.o' e.e' e.a .a» R SHALL BE I SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE + ~
0 o I o~+aro azAao r A,A' r. r.r .e'•• ~ ~ SAME GRAD 0 0 ® 0 0 A' a.A' e.r r.s' e.A'» OETAIt sHDWI~ro TYPICAL tOGTIOl) ~ WHEELCHAIR APRON SHA SAME GRADE (FLUSH) WITH THE SURFAGE OF THE RECEIVING CHANNEL, THE ~ ~ i" } 1 I i j 1, . APRON SHALL HAVE A CUTOFF OR TDE WALL AT THE DOWNSTREAM END. + r ~
~ e' 2.o-' r.a 7.8' 6.a' ~ Rb ~ RAMPS. PEVE97AIAN S~EOSSWALK9 AND STOP LINES © 0 © 0 ~ nwri ~ ate AIAA s' a.n' e.a' e.r e.r ~e cuaeAe~ 5. THE WIDTH e' s.A' e.e es' e.4' 1 1 ~.~~~5$ n. i~ 5. THE WIDTH DF THE END pf THE APRON SHALL BE EQUAL TD THE BDITOM ~ . ~
iefrt4 fn sE nn n' a.n' os' es a.r t } WIDTH OF _ i. ~ ~ G Q d ~ e' .X.M P. e.' e' WIDTH OF THE RECEIVING CHANNEL, MAXIMUM TAPER TO RECEIVING CHANNEL S.1 ~ _ 2
s' ss' ies' e.r s,4' e' e.n' os' e.o' 9.4' 6. ALL SU&GR 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GREATER. z 2 d _ - ' ~ S `~`I' n
seE f m e - x. pu°'1 r I Aaoaor 7.
O . AIBAIiCE Pnw P1ON7 EOAE W AIDC11G4 ruAi 81lBAL P1RI ~i3n. m nrA: ronrF ar fan Ee.sa¢1 aLOae. . ~a' ~ PROPOSED WHEELCHAIR RAID ALLOWABLE LOfJ1TTQN5 ~~I~ >r t! ;o e: '.:a::a~ t: . euac 4r eCnetuX ~ ~t>~n fon ALL CCF CR i 7, 1~~ll~i'~~ ~RI,~T~F~~SE OR COMPACTED IN THE RECEIVING o u; i~~~+ "~~Liii'~~~%~'+~~~
. d . c... ,,..;:°r,;.:'o: Pr. , d'. ' eiAanux sLOaeA. NO BENDS » akAC ar y~~ rAUr ~~n ~ PLAN VIEW raam as taN rOx f~os® PROPOSED OA FUtUHE 91DEN61LIC DJ,AL AAW RAOTI...........ANY
AtoOCUJ: eLafaA A.a. aw. care somas aaw fRn air WILL BE PE QETECTABLE_WARNING_POAIE.R 1eA° ~ ~ fnmN1 WILL BEDPfRMITrED, ~ IN THE HORIZONTAL ALIGNMENT OF THE APRON ~ ~~/~~~(~S 1(II•~".
9. FILTER FAB 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO W2 d~-C3I-tU
PLACEMENT NOTES: PLACEMENT OF RIP RAP. ~ END OF APRON
I 10. ANY DISTUF r.'`, 1. GONSTflULT THE WALKING SURFA(~ WITH SLIP AE5TSTANTANCE AN3 A 70~ CONTRASTTNO COLOR TO THE SIDEWALK, 10. ANY DISTURBED AREA FROM END DF APRON TO RECIEVING CHANNEL PLAN
I 7 MU5T BE 5 Q~ r ' - _ _ ~ r - - - 1 2. CROSSWALK WIDTHS AND CDNFIOURATION VARY BUT 9USF CONFORM TO TRAFFIC OESI9N STANDARDS. MUST BE STA61UZE0. ~
~ ^r~ , 3. NORTH CAROLINA GElIERAL STAT1iTE 138-44,14 AEOUIIi£S THAT ALL STREET CURBS BEIND CaIBTEtiiCTED OR RECDNBTflUCTED FOA MAINTEN4NCE USE USDA NDI ~ ` - - - - - - - ` ~ PROCEDURES TRAFFIC OiV:RATI0N3 REPAIRS, CORRECTION ELF UTTLTTES OR ALTERED FOA ANY RTsA4DN AFTER SEPTEMBER 1 19'73 SWALL CHARLOTTE ME U5f USDA NQMOGRAPH FROM NC SEDIMENT AND ER051ON CONTROL MANUAL OR nuu. RiPRna s~au ~ 4.A5'$ B AR D+dNEaR APaROS~n. '
PROVIDE WH~ELCNAIR RAMS FOR TIE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CIREB AND GUTTER AND 9IUEWALK5 ARE E ~ ~ SECTION B•B PROVIDED 4Np AT OTHER POINTS OF PEDESTRTAH FLOW. CHARLOTTE MECKLENBUftG STORM WATER DESIGN MANUAL FOR DESIGN DATA. APRON D{FT) Lo(FT) W1(FT) W2(FT) T(FT) D50{IN) DldRX{IN)
w IN ADDITION, SECTICPI 228 Of THE 1973 FEDERAL AID HEGHWAY SAFETY qC7 REDUTRL3 PROVISION OF CURB RAMPS ON ANY CURB CF>riSTAUCTIat RA-1 1.00 8.0 3,00 9.00 9.0 4,0 6.0
+ RFTER JULY 1,1978 WHETHER A SIDEWALK TS PROPOSED) INITIALLY OR I3 PLANNED FOR A FUTUf~ DATE. ~ + pp RA-2 9.25 8.0 3,75 9.25 11,25 5.0 7.5
+.`i ~ 'a`, f ` ' ~ I _ THE P3&RTCANS WITH DiS4BTLITIE3 ACT (RDA OF 199D EXTEND6 TD INDIVIDUALS WITH DISABILI7IE3. COMPREHENSIVE CML RIi#ETS - ° rZd~ ~ i . r ~ _ _ _ _ = = b,- _ ~ - _ _ _r - = - - - PAOTEGTTON9 5TMIL31d'1 TO TH08E PROVIDED TO PER8DN8 ON THE BASIS OF RACE, SEX, NATIONAL ONIOIN AND AELIBION ilNf1ER THE CIVIL ii , , ` ~ ,,~q, _ _ _ _ _ _ _ ~ z T _ ~ _ _ _ REOHTS ACT OF 1984. THESE CURS RAMPS NAVE BEEN DESIGNED TO COMPLY WITH THE CUAR@IT AOA 8TANDAA08. RA-3 1.40 8.0 3,00 9.00 11.25 5.0 7.5
~t i 1! ( / HIDEWAEk RA-4 3.OD 9.0 8,00 12.00 15.75 7.0 10.5 I
t+ uveuNAxear 4. PROVIDE WHEELCHAIR 1iAt~5 AT LOCATIa19 AS SHOWN AN THE PLANS OA AS DIRECTED BY THE EEH3IHEER. LOCATE WHEELCHAIR RAMP5 + - _ _ ~ \ IP AS DIRECTED BY THE ENSINEI:R WHERE EXISTING LTGI{I POLES. FIRE NYWtANTS, DROP INLETS, ETC. AfFECT PLACEMENT. WHERE 2 R~PRAP Q,PRON DETAIL RA-5 1.00 8.0 3,Op 9.00 11.25 5.0 7.5 i
V~ SECTION A-A TWN RWO'8 AAE INSTALLED PLACE NDT LESS THAtI 2 FEET OF FtR.L HEIGHT CURB BETWEEN THE RAIB+S. PLACE CXtAL RAMPS ' _ - AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSW AS POSSIBLE. i SGALE: N.T.S. RA-6 1.00 8.0 3,D0 9.00 11,25 5.0 7.5
ISOh1ETRIC VIEW ~ _ 5. PAY FOR ALL VARIAI{LE tNrPTH CONCRETE USED FOA CONSTRUCTION ~ WHEELCHAIR RAMPS AS tXkTORETE WHEELCHAIR RAMPS. SO. YDS. I r s A ~ maximam Qiameter of p(pa ~L
i ii i ~ B. PAY FOR ALL DEPRESSEEI CUES AT WHEELCHAIR RAMPS AS THE TYPE CURB ANp GUTTER USED ALIJACEtiT TO DEPRES8ED CURB. (LN. FT.) ~ i n j d50 (see fig E.06 ak6 "NQ SEDIMENT AND EROSIgN CONTROL MANUAL' ~~~.~~~II!
i I~ ~ 7. SUtRt PRICES AND PAYMENTS IS CONSIDERER FULL CaIPEN8ATI0N Fat ALL MATERIALS, L/~(Xi, EOUTPMENi, TOOLS AND INCIDENTALS f. nErCCrnm.A eupzNe Any alnkt CeeEN e'•A Lerure .vu -,---T I ~ I I NECESSARY TO SATISi:ACTORILY C~LETE THE YIORK. dmax = 1.5 x dS6, 7 = 1.5 X dmgx.
fat rOOrx Or rxe nwr Flaon ~ Hum aN nm AAr?zu. ~ i A• mA~m L~mfr ~NO~n a~wr, ~e~ rte' ~ ~ ~ ~ ~ + ' + ' 8. DO NOT EXCEED D.08 (12:1) BLOPE ON 1HE WtIEELCRAIR RAMP iN AELATIONSHTP T(1 THE fiRADE QF THE STREET.
aaVEnCNA TNe mane i ~ i ~ , ~ f f II I I ~ 9. CONSTRUCT WHEELCHAIR W4NP3 40" (S'•4°I OA GREATER FkUi Ot1RL HA?PS.
nue 11a ss voaume + i+ r i I+ ~ xRrA f ~ ~ti 1 O. U5E C "B" ETE WITH A 0 F ' I~ , ~ + LASE CpNCR SI ENWLK WISH IN atOEA TC OBTAIN A flCU9H NON-SKID T1PE SURFACE. ~ 7 4i 5 1 4 ! ~ ~
+ ~ + 5 n ~ ` 11. PLACE A 1"~" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JDIN5 THE CURB AND AS SIH)Ydd ON STD. DWG, (148.01. ~C~0~00 ,
` + , i " 12. PLAICE THE INSIDE PEBESTRiAN CROSSY84LIC LINES NO t;LOSER IN THE INTERSECTION BY BISECTINB THE INTERSECTION RADII, ~i A ' ~r',- ` ~ N` _ WITH ALLOWANCE OF A 4' CLEAA ZONE TN THE VEHICULAR TRAVELN60.Y WHEN ONE AAMP TS INSTALLED. ~E NOTE i7 zaU ~d PLAN vIEW ~ ~ Q
l ~1 _ ~ w AAA. m rq enc ,o- ~ ` 13. COORDINATE THE CURB CUI AND THE PEDESTRIAlt CR036WALK LINE& SO THE FLOOR OF THE WHEELCHAIR AAUP WILL FALL WITHIN SKIMMER SEDIMENT BASIN O ~ L. DESIGN CRI1Ei~A L, ~ ^ ~ ~ ~ ~ z
o o a o o TM~ a~ or nuA+An ~ ~ THE PEDESTRIAN L"A0~'NALK LINES. PLM.E DIRBONAL RAMPS WITH FLARED BIDES SO 29" DF FULL HEIGHT CURB FALLS WITHIN rl ~ ~ fl ~ ~ ouau~a ,>1, ~ I ~ ~ -''f " ~ - - . - _ _ TFIE CEiOSSYIALK INRIfTHGS ON EW,N 8IDE ~ TN6 FLARES. _ a eEZ i6t2 1~ + ~ ~
O 0 fl Q O O° ~ t~ ^ - - 14. CONSTRUCT THE PEOE9fAIAhI CAOBSkALK A MINIMUM OF B FEET. A CROSSWALK WIDTH OF 10 FEET aR CHEATER IS DESIRABLE. ~ ~ nOe rarrsae ov Wont - - - - _ ORNNAGE 4'z.. ~f ~ AREA C 10 AC. MBANKMENT ' ; W~ t~• ~ y}'j
+ ~ - - - - - - - - iS. USE STOP LINES, NOR6W.LY PERPEt~TCULAR TO THE LANE LINES, N4tEAE TT TS TNPORTANT TO INDICATE THE POINT BEHIND WNTCN _ _ tt~>unrsAl _ _ _ _ _ VEHICLES AAE AEDUIRED TO STOP iN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP 3ION OR OTHEp LEGAL REQUIREMENT. AH UNUSUAL APPROACH (ACRES, ~ ~ j U) ~
I; rm Wore f` SKEW MAY REQUIRE THE PLACENBiT OF THE STOP LINE TO BE PA,41AfJ.EL TO TWE INTERSECTING ROADt1AY. ll 1
' e,:.,_,.c,..r; e;:._'.'e. iG. TERMINATE PARKINS A MINIIRIM OF 20 FEET BACK DF NEDESTRIAN pi08SWALK. C 6...a F• 5 D b,. 17. PLACE ALL PAVEMENT lJARKINSS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF lU'lTPOAM TRAFFIC CONTROL pEYTOE3 (MUiCp? MIN, INFLOW LENGTH TO 2:1 STRUCTURE
PLAN VIEW PLAN VIEW PUBLISHED BY THE FEDERAL HIGHWAY AIXIINISTAATIDN AND THE NatTH CAROLINA SUPPLEMENT TO THE YUT(Q3. f t WIDTH RATIO 1 D' ~ V J ~ I+""" MIN t ~ ~ F„
©ETECTAeLE_WARNIH~ ~OBIE~ ,uz'P~ rumor ~,eI (W eSN. ELaOA 14RiNS I4a" MIN. R.OOR IRATHI
~ I MAX. LENGTH ro 6:1 ' Q o
I 1 WHEELCHAIR RAMP DETAIL WIDTH RATIO 1. REfER TQ KIMMER NCESCPDM ~ ~ ~
SCALE: N.T.S. REF: NCDOT 5TD. 88.05 11 # DEWATERING SECTION ;6.64 ~ .-rl MIN. 18~ RVERAGE_ DEVICE FpR ADDITIONAL
I VOLUME (CU. Fi. WIDTH ~ LENGTH DESIGN REQUIRED PER AC. MERGENCY SPECIFICATIONS {V~
DISTURBEfl) o AREA pF BASIN WATER SPIW.WAY REGARDING i!
ACCESSIBLE PARKING RE IJIREMI"NTS ARM AssEMBLY Q _ TS SURFACE AT TOP OF SKIMMER SEDIMENT (L
SIGNAGE~~ ACCESSIBLE ROUTE [ Q ® CQ CQ QC (SEE NOTE 3) 325 PRIMARY SPILLWAY BASINS. ~ 1! SURFACE (SQ. 2. REFER Tp STD. n l
MENIMUM NUMBER MINIMUM NUMBER OF ! AREA PER CFS ~3p.19 FOR t'~„ REQUIRED q1D) CROSS-SSCTfON VIEW BAFFLES EtAFFLE SPACING IL
TOTAL PARKING SPACES DF ACCESSIBLE SPACES ACCE5518LE SPACE5 REQUIRED "C" ENCLOSURE I PROVIDED I A 5 1RED TO BE VAN ACCESSIBLE SEE 5TD. NO E SP CE REQU 1~ FREEBOARD AND INSTALLATION, '
50.09 FOR W=5' MIN. 6" MAX, DEPTH OF FLOW DYER MBANKMENT
1 TO 26 1 1 DETAILS I INFLOW EMERGENCY SPILLWAY STRUCTURE BAFFLES MIN. 1' T=1.5' MIN.
[ ATER ENTRY UNIT 26 TO 50 2 1 PERSPECTIVE VIEW Z=5' MAX.
61 TO 75 3 1 ,
I DEWATERING 1 ~ ~o
76 TO 100 4 1 8' 8' 8' 8' 6' 8' c ELaow PvC pip CHEDULE ao PVC END CA PVC PIPE ZON H=2 MIN. MERGENCY
101 TO 150 6 1 VAN CCES5IBL FILTER FABRIO SPILLWAY
161 TD 200 6 1 SPACE WATER SURFACE SEDIMENT NOT TO SGALE NTI-SEEP COLLAR 'l' Project Number: i 7-10-033
ONE DUT OF EVERY EIGHT (8)ACCE55fHLE SPAGI="a, HUT 201 TO 300 7 1 NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCES518LE. END CAP € STpRAGE ZONE
DATA BLOCIt
301 TO 400 8 1 SCHEGIULE 40 C PIPE PVC PIPE KI PARKING SPACE PAVEMENT MAR NGS 1/2" HOLES ~I SKIMMER DitAINAGE DISTURBED BASIN VOLUME BASIN SURFACE AREA CLEAry6UT H Z L T W SKIMMER SKIMMER SKIMMER Qate: ~ 09-01-2010 TRAP AREA AREA Quo REQUIRED3 PROVIDED EQUIRED PRgVIDEA DEPTH (F7.) (FEET) (FEET) (FEET) (FEET) (FEET) PIPE pR€FICE QRIFlCE
E 401 TO 5OD 9 2 PVC TEE UNDER&IDE ACRES ACRES CUBIC FT. CUBIC Fi, SQ FT. 56 FT. H 2 DIAMETER DIAMETER RADIUS SST-1 1.56 2.04 6,66 5,686 49,661 2,897 23,503 1.5 3.0 5,0 12.0 2.0 B.D 2.0" 1.8" D,9" Orawr Ey: JLM
PVC TEE RIFtCf ; PLATE 1 IN EVERY 8 SST-2 2.44 0.36 6,43 N/A N/A N/A NJA N/A N/A N/A N/A N/A N/A 6A" 5.2" 2.6"
E 5O1 TO 1000 2% OF TOTAL ACCESS3HLE SPACES ~ FLEXIBLE ` Ii' Checked By: NQP
HOSE €
20 PLUS 1 FOR 1 IN EVERY 8 RESERVED I 3001 AND OVER EACH 100 OVER 1000 ACCESSIBLE SPACES E 4 SK]MMER $EDI~fE~T TRAP DETAIL Revlslons.
CIA N R7-8e MUTCD PARKING I " ° r P~RK~NG ACCESSIBLE 12x6 R7-1
SECTION 4.1.2 5 OF THE AMERICANS WITH DISABILITIES ACT ADA . " MUTCD I ( ) 12 xl$ c 1 ~ Ref: rviGLDS Standard #3a.02A ~6~16~z014 Or1 Inal Submittal oaioliza~a Per NCDENR
SEE 4.1,2,(5) (d) FOR MEDICAL GARS FAGILffiES nisASLED R7-8D END VIEW FRONT VIEW i
RESERVED 12°x18" I I': PARKING PASS~'IGER I
MUTCD SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA ER05fON AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2OD0. I 1. ALL 12"X18" ACCESSIBLE SIGNS (R7-8A & R7-1) SHALL BE MOUNTED AT LEAST 7 FEET LOAi~NG R7-8D
F GN F GE MTUCD . MOUNTING HEIGHT CAN E REDUCED TO 5 FEET „ FROM GRADE TO EDGED SI A ( ) B " IF PLACED IN AN AREA BETWEEAI SIDEWALK AND BUILDING FACE IN WHICH PEDE5TRIANS ARE NOT 12 x18 OtJLY ~ r O
EXPECTED TO USE, I ~5 WASHED STQNE ~ `r
5 SKIMMER DETAIL 2. REFER TO MANUAL ON UNIFORM' TRAFFIC CONTROL DEVICES (MUTCDj, U.S. DEPARTMENT OF MAXIMUM R " 8D 6" MIN. THICK x 3' HIGH {MIN) CLASS I RIP RAP
TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SUPPLEMENT. REQUIRED ACCESSIBLE PENALTY 12x9 ~ ~ Ref; MGLDS Standard ~30.02B I RESERVED PARKING SIGN $ 250 I
3. IF ACCESSIBLE ROUTE IS A RA75ED 51DEtNALK AREA, THEN RAMPS ARE REQUIRED AT LOADING ZONE ARA J ~ ( ~ ~ Sheet ~'Itlec
~I 1 ' , it l
MAXIMUM SEE STANDARD ND. 50.3OC FOR ~5 WASHEQ STONE PENALTY R7„8p SUPPLEMETAL SIGN DETAIL CLASS I RIP RAP AP FLpw
~II 250 12 x9" i $ CLEANOl1T ELEVATION {SEE NOTE 3} 6 PIPE SITE
MIN FINISH GRADE RADE
3 AGGESSIBLE PARKING STANDARD - I i~ i~ `~A ~ D TAI LS
~ ~ SCALE: N.T.S. REF': MCLDS STD. ~50.10A~ SEE STANDARD N0. 50.108 & 50.10C FOR
SUPPLEMENTAL SIGN DETA4L I Fro
~ SHEETS
PIAE ~
I ,
SECTION
f ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ Sheet No:
GENERAL NOTES: F~~~
PERSPECTIVE VIEW VOLUME = 1800 X DRAINAGE AREA
1. GRAVEL AND RIP RAF FILTER BERM BASIN SHOULD BE USED TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 10 ACRES OR LESS. TO TOP OF BERM ELEVATION
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS OTHERWISE NOTED. 6 GRAVEL AND RIPRAP FILTER BERM BASIN DETAIL C~ 11 i
3. CLEANOUT PRIOR TO SEDIMENT REACHING HALF OF BERM HEIGHT. 11 Ref: MOLDS Standard #30.12

A~~~~

.i REINFORCING . " 3 ow I "C" EAR D" BAR G
~ DIA. N0, LGT. ND. LGT.
Adja;~ertralls~ha4 i 15" 4 2'-0" 4 1,-11" ~ .
' :i9htl; abr. 18" 4 2'-3" 4 2'-2" "
` 24" 4 2'-g" 4 2'-$ 4 ~
30" 4 3'-3" 4 3'-2" ,i ~ "~6.
I tl H 36 4 3'-9 4 3'-8" z
cats acin is 42" 4 4'-3" 4 4'-2" vartl P 9 ' depehEam on slaps gradient 46" 4 4'-9" 4 4'-$"
54" 4 5'-3" 4 5'-2" ~ E P 60" 4 5'-9" 4 5'-8„
:mall watlle m a shahoe~ (V " 4 - ~ wench (z s m deep) ~ 66 6' 3" 6'-2" PO Box 17~
a c jl _ 72" 4 6'-9" 4 6'-$" ~ 771 Matthews-Mint Hill Road
, i.4, ~ , . . ~ Mint Hill, NC 2$227 G
7 ical Wattle Installatian Guide - , YP FRONT VIDW _ y', A ~ ' ~ Civil Site Design , .d
Give ~~e ~ma ~ ' ~ remains expo5atl ~ i , TOP V1 W Law Impact Development
ev- • Enst2,istakepe en6tmlar 21-1.1 ~umpaQ.~.avatc^d m a CONCRETE ~4 BAR 12' ~~I~~c~Txstopesidc~ Emslopetace 10 DIMENSIONS ' ~4 BAR 12" 0.0. "0" BARS AT 12" ON CENTER Small-Scale Building Design
PIPE G N RA N T S' ~ ~ W ~ "G" BARS AT 12" aN CENTER
' 41-2.t J~~~~ WALL OUT IN MIN, ' ae`v~ranln 1° ` '>q 1. ALL CORNERS TO BE CHAMFERED 1" IF CgNCRETE, Telephone: [phone] Facsimile; 70h,248.7951
w~~ THh. DIA. DIA. A B C E F G W K M +e ToP SIDE VEEW
4 " 27 " " " " " „ r, 2, THE CONTRACTOR WILL EE REQUIRED TO PACE 2-~6 EWRS 'Y` IN THE TOP SIC <e., 2 1/ 19 1/2 15 1/2 20" 24 8" 7 1 2 4 4 $ 17 10 2 1 2" 23" 18" 31 20 24 6 9 4" 4" 17' 12" OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM 3" 13" Jed (5:
' COVER AND A LENGTH OF LESS THAN ENDWALL. Instal I wf'h 5E' or m4' 3" 30" 24" 38" 20" 3D" 8" 12" 4" 4" 21 15"
`ztd,ro°dstz~es " 3, FORMS ARE TO BE USED FOR THE CONSTRUCITON OF THE BOTTOM SLAB. TYPieai Wattle Spacing based on Slope Gradient 3 1 /2 37" 3D" 45" 24" 44" 12 15" 6" 8" 8" 31 18 AB. ,,~~}~"Ili ~
4" 44" 36" 52" 32" 44" 12" 18" 6" 8" 31 22" 4. WALL THICKp~SS SHOWN 15 NOT TO BE INTERPRETED TO 1T) 4 CONCRETE WINGWAIWL WITH SPLASH PAD DETAIL
4 1J2" 51" 42" 59" 32" 48" 12 21" fi 8 8 34 26" MEAN THE THICKNESS ACCEPTABLE, AUT IS USED ONLY 12 SCALE: N.T.S. [REF; MCLgS STq, ~2n.17] i~x~~~'
Entrenchm@nt iJetal) 5" 58" 46" 66 32 48 24 6" 6 8 34 29' iN CDMPLJTING ENDWALL QUANTITIES, I 5 1J2" 65" 54" 73" 32" 54"' T2 27" fi 8" 8" 38 33" ••o~~ss~~f?~9 _
6" 72" 6D" 80 36 66 12 30 6 12 12 46 36" 5. !F CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, PIPE, ~'Z ~iw.~L
6 1/2" 79" 66" 87 36 72 12 33 6" 12 12 51 40" AND POURS BASE SEPARATELY, THE TOP OF flA5E 5HA1L BE LEFT ROUGH, 7" $6" 72" 94" 3fi" 78" 12' 38" 8" 12 12 56 43" ~ucH, _ ~ Q32BOn •
5. ALL CONCRE[E TO BE 36DQ P.5,1 COMPRESSIVE STRENGTH.
I N WHERE THE WATTLE IS TO BE INSTALLED BY E7(CAVATING A 2-3" 5.7.5 CM DEEP X 9" 22.9 CM WIDE TRENCH' GIN AT THE LOCAT O ( ) ( ) 1. BE ALONG THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED UPSLOI'E FROM THE ANCHOR TRENCH. `!1`I~tg~ .C~
VV~~I dl l it 11111
2. PLACE THE WATTLE IN THE TRENCH 50 THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT SOIL FROM THE EXCAVATED TRENCH AGAINST THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT. BC~~L-1~
~ SOLID COVER SWOWIV PERFORATED. PERI=pRATED AVAILABLE 3LE ~ a ~ i I
3. SECURE THE WATTLE WITH 18-24" (45.7-G1 CM) STAKES EVERY 3.4' {0.9 -1.2 M) AND WITH A STAKE ON EACH END. STAKES SHOULD BE ~ ~ IF SPECIFIED. DRIVEN THROUGH THE M3DDLE OF THE WATTLE LEAVING AT LEAST 2-8" (5-7.5 CM) OP STAKE £XTENDiNG ABOVE THE WATTLE. STAKES C ~ STATE IlSE OF SYSTEM ON COVER
Q ' SHOULD BE DRIVEN PERPENDICULAR TO SLOPE FACE.....:.., ; - _ ! ~ UJ Q S,Hp~ n {I,E.: SEWER, STORM DRAIN, ELECTRICAL) ~ ~ iJNDISTURBEDEARTH~/'~ DITCf~ L z ~ ~
m°~"I~'H / u.~ z s ~ TOP OF COVER ~ ~ u.~~Nz ~ 12" L BANKS
1 TRAw WATTLE DETAIL ~'-°n'~~"jybm " L41aQ M R. ~ AO ~ V
SCALE; N.T.S. REF': NORT3H AMERICAN GREEN ~~~oo A V A B S ~ w r c~ CONCRETE ~ MAX 45` . ~a ~ CONCRETE
a I- _ ~ >ti ~ a a as o:
. " pan I z z ~
NU I t`s: 4"' CLEAN OU I tX ItN)IUN , L-- - - - - ~o aN ~ !
TO BE LOWERED AFTER ~ 1, THE CLEAN-OUT SHALL BE ADJUSTED TO GRADE R. o i ~ ~ ~
CONNECTION TO BUILDING PLUMBING AND THE POST REMOVED BY THE PLUMBER UPON 60TTO1tl OF COVER DITCH BANKS UNDISTURBED
1" R» CONNECTION TO THE TAP. 4"x4"x8' IMIN) HOST TO BE I I EARTH _
2. PLUMBER SHALL HAVE THE OPTION TO INSTALL A ONE I REMOVED AFTER CONNECTION i
PiE[E 4"SCH, 44 COMBINATION WYE TO MINIMIZE zt," I I P F Gt)YER CONCRETE I I TO BUILDING PLUMBING PLAN 4~° BENDS DITCH
TRENCH DEPTH OR INSTALL THE SEWER SERVICE I~IN PROTECTOR I I (5EE NOTE 11 ~ ~ a a ~ I ALSO 90°, 221/2°,111/2° ~ BANKS ~ ~
LATERAL FROM THE 4"STUB OUT. ~ r7 PLRN ~ RING I I FINISHED GRADE S ~ ~ B, ALL CONSTRUCTION BY THE PLUMBER, EITHER OPTION 1 I I ' 1`-111" cD ~ ~ - ~ ~
OR OPTION 2, HALL BE IN PECTED AND E ! / ~ ~ • 2'•11" ~ v ~ P[.AN TEE ~ ~ ~
BY UNION COUNTY PLUMBING INSPECTOR UNDER A ~ E ~ ~ /ff/%- cn
/ ~ ~ f fl VALID PLUMBING PERMIT. 'N ~ 1 "1t~ ~ 0 4 ~ ~ 0 4 DITCH BANK CONTRACTOR SHALL USE T(E RODS TO SHIM AS NECESSARY ~ ~ ~ ~
4. CONTRACTOR OR UNION COUNTY PUBLIC WORKS ~ v r rr " - p 4"PVC FEMALE B,a, D 1 1QY8 ~ ~ ~ W H CONCRETE SECURE VERTI[AL BEN4S ~ ~ ~ O
PERSONNEL MAY ADJUST SERVICE LATERAL ELEVATION ADAPTOR WlSHC, ~ I -_,,..s.. MlN ~ ° ~
WITH FITTINGS IF ADEQUATE GRADE EXISTS. p U ~ - ~ z a 4 PL G ~ CJ 1" / ~ TYPE #1 „ Q-~ Q~ ~ -
5. LATERAL CONNECTIONS TO MANHOLES MUST BE ~ ~ ~ 3 I ~ ' CORED AND BOOT INSTALLED, 4 SCH. 40 PVC / ~ y ~J r ~
~ ~ ~4~ O" g ~ j r u t~ C uxi J DITCH BOTTOM DITCH ~ ~ : : \ , r, ~ ~ ~
„ ~ ~ 4 ~ N 4 S[H.1~a -11$ BEND OPTIONAL 4 SCH. 4Q COMBINATiQN - ~ C ~ e` ~ 1 1 "10~ ~ ~ a Hl2 BOTTOM ~ , ~ ~ --y E~ I ~
WYE TO BE INSTALLED m Q / ALTERNATE ~ a SOLVENT WELD CONNECTION ITYPI ~ SE IQ 4 z ~ UNDISTURBED ~..•:r.:~. ~ U.-.- G~.
BY BUILDER'S PLUMBER. ~ ~ TO BUILDING ~ ~ ` ~ ~ N 8 B ~ 4" SCH. 40 PVC NIPPLE. IF ADEQUATE GRADE EX1ST5 / BY PLUMBER ~ D~ ~ h1INltil~l WEIGWTS • LBS. ~ I EARTH ; ~ ~ I- LBS. 3 . i.. a ~ ~,J
LENGTH VARIES DEPENDING DN 0 BUILDING'S FLOOR OPTION 2 i~-~r s~rr / 1 FRAME - 180 MiN,11/2 CU. YD ~ ~ ~ ~ ~ 1
T TO BUILDING I ~vER ' 120 DEPTH OF SEWER MAIN TO ELEVATION ISEE NOTE 2} (SEE NOTE 31 I I SECTION A•A TOTAL - 3(30 UNDISTURBED EARTH OF CONCRETE ~ ~
MINIMIZE ADDITIONAL BENDS, BY PLUMBER 1 ~ OPTION1 ~ I SPECIFICRTION ELEVATION AT FITTINGS ~ ~ Q 1 VERTICAL BEND j ~
4"SCH, 40 [OMBINATION WYE ~ ~ ` / CLASS 30 IRON MEETING 'I~lG _ ~ W i SHEET 1 OF 1
~ ~ ISEE NOTE 31 REET 1 u~ ~ _ sH~T DISTANCE VARIES ASTM A•48 _ 84t}.54 TYPE 84t 84x.54 ~ ~ C(
SDR 35 PVC BxBx4 WYE - a
INSTALL ROTATED r+5 FROM - THE SPRING LINE 1% MIN. SLOPE ~ ~
12" 5 MANHOLE FRAf+~E Af`~D CQVER DETAIL sPwNeLINE SCALE: N.T.S. REF: NCDOT 80.54 ~ THRUST BLOCK DETAIL
4" SCH. 40 1 ~ ~ ~5° I 12 SCALE: N.T.S. REF: UNION COUNTY STANDARq gETAIL '~16 i
PVC CAP DN GRAVITY SEWER MAIN I Cl...,
4" STUB OUT ISEE SPECiF1CATI0N51 I
I i
2 s~wER cL~ANOUT D~'TAIL 12 SCALE: N.T.S. REF': UNION COUNTY STANDARD DETAIL 11
PAINT COLORS
BODY ...................FIREHYORANT RED -RUST-OLEUM ENAMEL 740D SYSTEM 'STEM GBNERAL NOTES: 11 ALL METEP,S D_LI4'EREu MUST BF PRCKAGED WITH THE S END CAP 4j ABSOLUTE ENCODED REG35TER THAT INTERFACES WITH THE IiRON
' BDNNEL ..............HIGHCLOSS WHITE -RUST-OLEUM ENAMEL # 2764 E CAPS ....................H[GHCLOSS WHITE -RUST-DLEUM ENAMEL # 2166 ATTAEHE) i 0 THE ABSOLUTE ENCODER REGISTER. THE ENO CAP MUST ~ Protect Number. 17-10-033 AUTOMATES METER READING ERT IELECiRONK RAD(D TRAN5MITT~RI
~ 6" A E 8" OPTIONAL.8ANe01.E BE ATTACHED IN A SEALED MANNER THAT ALLOWS FULL SU3MEP,SION 6GW SERIES
E OE38:RAL t~TES: - DF TH€ REGISTER W€TIfOUT MOkSTBRE PENETRATION THB ERTT+UST BE 51 METER BOX LIDTO NAVE ANA? LOCATOR (ALLIANCE 12x0 0R D~e1 06-I6-2010 PREFRD6RAED FOR IMhF;:DIATE USE BY UNION [DUNiY P~BLiC EQUAL FOR 56W ERT, STANDARD LID FOR 6J'W ERT]
Y 4" D CHAf~ER ALL E7JsO8E0 L~RNERS 1", { WORKS.
1 USE CLA99 "e" OONCRETE Tf8E0U8HOUT. L , HYDRANTS TO BE 5ET AT x I + - OPTIONAL CONSTRUCrTWd - NOImLITHFC POUR, 2" KEYWAY, OA AT 61 BUILDERIPROPERTY GWNE~i TO INSTAL( NIPPLE, VALVE AND Drawn E3y; JLM ?I REGISTERS FOR THE VpRI0U5 TYPES AND S#CE5 OF METERS
r ~ I a p - I,r T D 9a eAR tKNAELS AT 12 CENrERS A9 nIRECTEa Bt THE ENezNEER, BURY LINE- EDGE DF R!W AT PROPERTY - ~ ~ m o a, ~ ~ a.~~I , " l usE Foans ~ C'ON67RUCT rNE sa°rroM sue. p CORNER S 'ERTY ~ $PECIF3ED IN THIS EONTRA(T MUST ALL BE MAGNETIC DRIVE, o DIGIT, VALVE BOk BEFl7~E ME i ER WILE BE SET, I GLASS ! ENS ABSOL!;i E ENCODERS, RECORDING 4N U.S. GALLONS. Checked Ely; tdRP
o t I' ' a IF AEINFORCEn CONCRETE PIPE IS 3E7 TN SASE SLAB Of BDx, TD UE SET AT i 31 ALL NEW METERS W FHESE SIZES M{15T HAVE SUBMERSIBLE, GLASS
' i Y * I ~ , Am TD eA3E AS sNnwN oN srAHnwin N0. san.oD. _ ~c a~U , ' EXIST. GRADE E ~ f- J ~ ~ ~ PROVIDE ALL JUVCIION BOxE9 DYER 3'•8" IN DEPTH wITYI SIBPS LENS ABSOLUTEENCODED REGISTERS AND BEPRE-PROGRAMMED WITH ELECTRONIC RADIO
' : 12" ON CENTERS IN A.GCORDANCE wI'[H Slb. N0. &}0.88. LEVEL „ T- s'~ ~ 0 THE UN[ON COUNTY PUBLIC WORKS ROCL ALREADY INSTALLED IN THE TRANSMITTER IERTI VALVE BOX BY ~ ~evlslons: BUILDER/PROPERTY DINNER
3'~ AOJn9T THE STEEL OONCRETE ANO 6RTCK N64BONRY OUANTTTFES ERT. ?~CFG-077-OG' 60VJ o~- i e-2o I W C)rl~nal Ju~mIU~d1 Pli ADAPTOR ASSEMBLY
Y BEE STANDARD 640.64 ~ IO INCLUDE TWE AIIOITION OF THE WANNOLE (I.E, DIAAONAL BARS R #4 BAA "A" SI~flTENEO ARplpiD OPENING IN TOP SLAB, A(~ITIONAI. VARIABLE PLAN OPFIONAL LE DOVE 8 FRAUE SPACER B NEIOH"f BRICK NASONAY, OPENING IN RIP E1AB.1 14 GA. BLUE COATED I r--~
C. TO C. ELEVATIONNFSFI2 FEESiRUCTURE FiBpll TDP OF 881TON SLAB TO TOP IRA[ R WIRE BRICK RAY BE USED E
T FRNIE fl 0 ADJUST COVER TO BURFACE
ELEYATTEN #lAx. f' W4 8AA P.• J I ) l f,u d
6"MECHANICAL JOINT 1b GAUGE BLUE 6" to 10" ~ I I ~ ~p~
~ ~ I ~ - rl ourLEr PIPE T'"' . b" DUCTILE IRON GATE VALVE l; .COATED COPPER I I
~ - T- URY I E DR F 1 " ~ a LEADER WITH I I v TRACER WIRE ANGLE VALVE I I IW17H LOCK WINGS( I I
INLET PIPE - SECTI©~ EXPANSION I I I I 5hee~ Tl~le:
e" 14 GA, BLUE {DATED TRACER WIRE c-c o~ la•~ CONNECTOR I I
SECTION x-x 11/2" AMR METER I I
or~stoi~ ANC aluNrsT:e9 POR Ixx~ReTe JwICTI4N OTNEN3FON5 OF 807! PNO PIPE TOP SLAB E pE01k,TInNB NE O REINFOACEBENT A1BIC YAAG3 TOTAL OIfAN~FTF 8 FOR 0 NO. 67 CCEARANCF I ~ I c [
PIPE BPAN WIDTH NEIOfCI BdAB "A" nIK6N5I0N8 IN sax BOX A1FI aLA33 PIPE CII,YOS. ME[HAN[AL JOINT 1DiNT ~ ~ d(qC~ l I~d~pp~C EAr ~ ~ V t~•~
' " x s" TnP aaTrou rAUa Les. I WASHED I, p.. JOINT D A B s rro. LENOTE[ E F slns suet~r, ~M, AEIHF IYIB, "~H^ cs. R,c, p p "LOCKED" X~nnl"L-~'V.CS I C
STONE HYDRANT TEE Q" 12" 2`•0" 2'•0" 2'-3° 12 2'•9" a'•8" a'•O" 0.197 0.16r._ 8.185 22 ; 0.760 0.015 [ 0.024 ' IHECK VALVE VALVE BY BUILDER/PROPERTY D ET~I L~~
~ ~ 'i 16" 2'-9" 2'•3" 2'•8" i2 3'-0" a'•9" 3'•9" 0.188 0.1961 0.284 24 0.902 O.R23 t O.Oae ~ Q a' i ~ 18" 2'-8" 2'•fi" 2'-9" 14 9'-3" 3'•B" 0'•B" 0.227 0.227 0.222 90 ; L865 O.tlaa € 0.00.9 '"y,~•. ti ; i OWNER
24" S'•0" $'•8" 9'•g" 18 S'-8" 4'•0° 4'•O" 0.288 0.298 0.258 4D 11.434 0.058 E 0.085 • ~ SH~ET~
3n" a'-6^ a'•5" a'-9^ 16 4'-a" 4'•6" 4'•e" D.a7s oars D.~a s1 ; 1.860 D.oez :4.127 A MINIMUM DF 6" DF CONCRETE 18"z18"z6" ss" a=-9" 4'-D" 4'-s" 24 4'-9" s'-o" s'•o" n.aea 4,as3 ' 4.sas 50. i 2.341 a.tsa o.na WILL BE PLACED UNDER THE BASE I TUBING CONNECTOR YOKE BRASS NIPPLE BY
6" E " DOWEL 42" 4'.8" 4'-6" 4'-9" 22 5'•3" 6'•8" 5'•8" 0.860 0.980 - D.370 77 f 2.87a 0.180 0.249 I AMCO MGDEL C-100 BUILDERIPftOPERTYDWNER
4e" 5`•4" S'^4" fi'-3" 28 6'-3" 8<4" 5'•4" 0.749 0.745. 0.407 111 a.e2s 0.236 :0.317_ AIWA SPECIFICATIONS (DISPLACEMENT METER C-100p I[OMPDUND METER C-1011
SECTION Y-Y 54" 5'•tO" 5'•10" 5'-9" 28 8'-7" 8'•10° 8'•10" 0.985 0.666 0.444 128 4.283 0.207 0.441 60" 6'-8" 8'•8" 6'-S" 30 T-3" T•8" T'•B" 1.042 1.042 0,481 145 ; 8.{190 0.387 10,485 I Jheet Na I
86" T'•1" T•1" 6'-8" 32 T•10" 8'-1" B'•1" 1.210 1.210:: 0.618 188 !5.917 0,444 0.689 I
3 CONCRETE JUNCTION 60X DETAIL 8 FIRE HYDRANT INSTALLATION DETAIL C~ 12,, 0 9 1.5" WATER METER AND VAULT DETAIL
12 SCALE: N.T.S. REF: NCDOT 840.31 2 SCALE: N.T,S. REF: UNION COUNTY STANDARD DETAiL 3 12 SCALE: N.T.S. REF: UNION COUNTY STANDARD DETAIL #O

i
'I '~AMICU~
4' MAX. GENERAL NOTES: STEEL POST
3. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. i ~ DLAS5 1 OR 2 HARDWARE CLOTH I ! WIRE FENCING RIP-RAP OR BETWEEN POSTS
~ IF APPLICABLE-~ I STEEL PI 2. CHECK DAMS MAY BE USED IN SLOPING DITCHES ~ ) ~ I WASHED STONE AND COVERED BY STEEL POST
DR CHANNELS TO SLOW VELOCITY flR TO CREATE - - - - NCDOT 5 OR S7 STONE , HARDWAf I , ' ~ i~ ~ ) HARDWARE CLOTH - _
. ~ ri CLASS 1 OR 2 SEDIMENT TRAPS. ,-s ~ sx~ ~ ac ~c z: r ~„+2zxZc. ~ 1;,' ~ cr:~ @$.rc~~',~r a~~. ~ `z." .3~"~i'-~.~'" ~ ~ j~~~ c : R1P-RAP OR GENERAL NGTES: '
$ 5 WASHfA SNNf.~" `[:ra~a~+~cirk~ air~iwe,w.~'arx c w za ,~ri.r ~ ~ ~t~ . 3. ENSURE THAT MAXIMUM SPACING BETWEEN QAMS PLACES THE WOVEN FILTER FABRIC w~~~;nm ,~,,a .'J„-,~µ,~E7~ ~7. WASHED STONE 1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT ND
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE ~ : ~ per. ~v~ ~ 7 ~~s ~ .n ~rs. ~ (NCDOT ~5 OR ~5 ) DOWNSTREAM DAM SEE DIAGRAM BELOW). z ~-~~~~z~~~?'>~' ~~,~`~k ,err I ~r ,~7`,~~,~ TALLER THAN 18 INCHES. -
! -h' ~l ,~rc.FL+ak+s,~i ar5 7 n~-.'Fa]- ~ F. ~ T'~ ~ ~ rL.l... !].I. [..i f°`ti ri iL 11 LL ..d i C~ eu~ a Rir a~w A ,Flaw ITI:,,,1.14,~p~ - -I - _ °~I~~ ry.
Cft11ER .I1 ~i I.I~ r _ I1 ~ ~ ~I I ~l-`I ~ I C 1.-~=1 I'"" l I""" I-1I I~ ~l=~L~ ~ FLOW 2. NCDOT ~5 OR ~57 WASHED STONE MAY BE USED WfTH HARDWARE CLOTH OR CLASS 1 OR 2 RIP-RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5 OR X57
I~II~II_I II~II~I1 i-ICI-II If~ll I-I1 I I~ 1~1 li~l 11= WASHED STONE ON THE UPSLOPE SIDE WITH HARDWARE CLOTH, ~ ~ ~ ~ N ~ ~ ~i
N ~I I I I=11 I I I[ I~ I I I l l -I I I~ I~ 11=11 I- I I-1 I -I I I I I =1I =1 ~ ~ A MAXIMUM SPACI G B _ _ _ -I I I I I I I~ -11 f-111- I I I I ~=1I I l ITI? I ~1~ ( 11 3. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING 5151 Paplar Tent Rand
I-~--1+71,, ~ - _ _ m ~ I ~I 1 ICI I I I I f I~ I I T- I I1 r 1I~ 11=1 f I- ~I I~ I I*I I ~ ~ I I - 11f fl ~ i - i _ II~ - ~ I~ I I -I APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 Suite 130
- ~ ar___ r~11r=1 ~ ~I L-,,..~I L.-11 ~I~ II~ I I-_~ I ~I1-11 J,~ I ~ =1I , 1_ ~ ~ i~ I~ i I I_I -I I I I INCHES 1N LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE
A AND B ARE AT EQUAL ELEVATIONS T N I, ANCI CROSS SEC 10 ~ EXC~ ANCHOR SKIRT; CLOTH TO BE SAME AS STD. X30.09 (19 GAUGE, 1/4" SPACING. Cancard, NC 28Q27 ElfCAVRTE TRENCH
AND MAINTENANCE NQTES: BALI' AND COMPACT 4. PASTS SHALL BE NO MORE THAN 4 FEET APART. Civil Site gesign BACKFILL Low Impact Development
_ ~ F r s• u~ ~ 1. ILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY 5. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE Smaii-Scale Building Design DIRECTION pF THE INSPECTOR,
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING ( PROLONG I F ED RA N ALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
V,1~U Nck~, 9" WN. IIJi1..4N~lr B. ONE ACRE MA~fIMUM DRAINAGE AREA PER OUTLEI`. Telephone: [phone] Fa csi m i I e: 704.248.7951
~f~~ ~!u I 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED FENCE OUTLET DETAIL.
~ OR REMOV D IT. ~ SILT FENCE O`` 3 SCALE: N.T.S. [REF: N.T.S. [REF: MCLgS #30,06q] Seals:
n~~'= Fl"~`~L°'" 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
'~~aa"'ffi''~ HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER pi~ "~xN~' ~il~j~~'ui~',E~~1~~N=0~~~~~N~~ THE SfLT FENCE OUTLET 15 REMOVED SHALL BE DRESSED TO CONFORM TO THE llllr~~,
EXISTING GRADE, PREPARED AND SEEDED.
i
p y 9.
SEAL
= " 032G3~ -
1 TEMPORARY ROCK CHECK DAM DETAIL ~i C'~ AID I a`Vp ~
13 SCALE: N.T.S. [REF: MCLDS X30.10] ~``t'\` ~~~~~~~~5 R ~ p~ ~
SEE DETAIL 4/13 FOR FRAME, GRATE, AND DIMENSIONS AND UANTITIES FOR BRICK CATCH BASIN BASIN r~llli~
N40D FOR CATCH DIMENS€ONS OF BOX AND PIPE COVER PIPE SPAN WIDTH WIDTH SPAN HEGHT HEIGHT DIMENSION BARS - U REINFORCING CUBIC YARDS OF BRICK MASONRY pp_ of ° ~p )N BARS - U BARS - V BARS - W TOTAL CONCRETE EN BOX H3
D A 9 C G MIN. H1 H2 E F NO LENGTH F NO LENGTH NO LENGTH NO LENGTH LBS OP SLAB FLOOR TOTAL CU. YOS. PER FT. HT.
15" 3'-0" 3'-0" - - 2'-6" - - - - - - - - - - - - - 0.294 x.294 a.s23 0.329
12' 18" 3'-0" 3'-0" - - 2'-1O" - - - - - - - - - - - - 0.294 0.294 0.933 ABOVE
F - - - - - - - 0.294 0.294 1.098 MIN. H1
~ wIR =N " - V - - - o B„ 30" 3'-0" 3 -0 3'-4 3' 0" 3'-2" A 1' 10" 4' 4 1' fi" '-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 0.147 0.374 0.522 1,308
ION - M 36° 3'-Q" 3'-0" 3'-10" 3'-D" 3'-8" R 2'-4" 4'-4" 4 2'-0" '-4" 4 2'-fl" 4 4'-1" 3 4'-1" 49 0.187 0.415 0.802 1,870 0,329 ~ ~j
10 SEN. 4D PVC ' I
42' 3'-0" 3'-0" - 4'-5" 4'-4" A 2'-1" 3'-6" 4 1'-9" k ~ 8" e ~'-6" 4 1'-9" 3 3'-3" 3 3'-3" 38 0.135 0.390 0.525 3.847 H2 V
48° 3'-0" 3'-0° - 5'-0" 4'-10" L 2'-8" 3'-6" 4 2'-fi' E ~'-6" 4 2'-fi" 4 3'~3" 3 3'-3' 40 0.173 0.430 0.603 2.t85 I~'
54` 3'-0" 3'-0" - 5'-7" 5'-4" 3`-3" 3'-6" 4 3'-0" E GRADING PLAN {SHEET C'-5.0} ~'-6" 4 3'-fl" 8 3'-3" 3 3'-3" 48 0.211 0.470 0.680 2.553 ~
FOR PIPE OUL a..,. S z
w e,':.~ ~ ' T~ ~ ~
1o-' a' :D` 1a' a' 1a' ,f~ ~ 0
c 3NLET ~ (NV, M ELEV, WEIR ELEV. N Y Y SEC I lo~ /1-/~ -t/2.
CB1 fi61.13 fi82.OD ~4 BARS Y f01UdLY SP 3->~8 BARS "W" D S' 0&. c s o.c. ~ ~ ~ p
CB2 fi60.fl5 88LDD
.5 j Z~~ ~Q
R ? I R 1. MORTAR JOINTS 1/2" 1/8" THICK ~ I o ~ z ~ ~ ~ ~ ~ z
2. ALL CONCRETE TO BE 3800 P.S.I. COMPRESSNE STf~NGTH
X 3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY COUM1ff1' ENGINEER.
/ 4. ALL CATCH BASIN OVER 3'-8" IN DEPTH SHALL BE PROV[DED WITH STEPS ~ d > ~ ~
1'-z° DN CENTERS. CURB CURB AND GUTTER WITH CATCH BASIN ON LIGHT GRADE CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADE ~ ~ ~ Z ~
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRIGK 3 PLAN OF TOP SLAB ~ ~
I~I B. JUMBO BRICK WkLL BE PERMITTED, ip "r~ S o ~ ~
7. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0' IN HEIGHT USE 12" WALL TO NDRMAL GUTTER llNE j
fi'-0` FRpM TOP OF WALL, AND 8" WALL FOR THE REMAINING fi'-p". , , 3• USE DN Fl USE DN FL4T GRADE 2X AND UNDER r14 NAX ~ ~ ~ Q
8. FOR FRAME AND GRATE DETAIL SEE DTL 7 THIS SHEET, ~u4a1LBrRSP cfu O 9. ALL PIPE IN S?ORM DRAIN STRUCTURES SHALL BE STRUCK LVEN WIIH THE BAS y" 1 ~
FLOW g" INSIDE WALL, GROUTED AND BRUSHER SMOOTH, 8
1D. WEEP HOLES SHALL BE PLACED IN BACK WRLL A STONE DRAIN CONSISTING pF 1 ONE CUBIC ;r { } ( ] DEPRESSED v 1 GUTTER UNE DEPRESSEn GurrER uNE
" ` ~`~''J' -~i''~' FOOT OF HUMBER 78M SFONE CONTAINED fN A BAG OF POROUS FA13TtIC SHALL BE RLACED AT EEP OLE.
SECTipN S-S
10" SCH. 40 PVC OUTLET 11. Bf~CK SHALL 8E BONDED WITH FULL HEADERS EVERY 3 COURSES. O
4 BARS 12" 5'
. , . , ALLY SPAC ~8 BARS 1k" cq '.6, ~ i ..v ' ~ ' . 4 BARS "U" EL ATI N LEVATION 'I.
O CURB 3 BRICK CATCH BASIN WITH BICRETENTION BYPASS DETAIL ~ CURB AND GUTTER WITH CATCH BA53N ON LIGHT GRADE CURB AND GUTTER WITH GATGH BASIN ON STEEP GRADE I~',
13 SCALE: N.T.S.
J SECTI~~ Y-Y s 1-1,2 SECTION R-R
c~, ~I
~ ~9 EMERGENCY SPILLWAY ELEV. = 878,D0 FT
~ a METAL GRATE INLET _ _ ~ Prv~eckNumbe^: E7-i0-033
N 6$4 - - » ~ „ 1-3/8 I 3 4 ~
l _ ~ Date: L~ 1 09-0 I -20; 0
i3 .
ff 1 /"h 1 = ~ = 5 8 r ~ ~ ~ TOP DF EMBANKMENT s82 ,m. _ _ Drawr 6y: JLM ~5 REBAR M/~T ~ 12" ON CENTER
~ 1 /2 ~ (ELEV. 679AO FT) \ I 8' THICK !3,500 -PSI
~ \ » CONCRETE RIISER WRLL -1 8 N 4-5 8 ! EN EACH pIREG7I0N - Checked By: NRP
I I / -1 s I / N N \ I 6" DIAMETER 5GH 40
SECTION R-R SECTION N-N SE TON _t~-~ SECTION I~-M SECTION B-B I ~ISF~P~L'E Wf_CAP ~ ~ i ! ! ReVl5~On5:
I 680 PERFORATED W/ D,75" DIA. HOLES oCriE~2O;c On lnal Submittal
I i ~ I~ CONCRETE P€PE w I ~ LEAVING THE RSER ®4" ON CENTER'VERTICAL ' --AND-4;?ONTAL.~S~-T~S~TART - 1 o5~cir2o~C Per NCDENR
~ MUST E 0-R€NG PIP ~"I I . L_~ ' h ~ I N B E AT FI.N15H FLOOR ?ELEVA7ION tkF POND,
Bpi ~ \ 1- I--:_ 3.(~ FT ~ -`I - I~~
" I - ~ ~ r I ~ I " 678 _ - DO t} 18 REINfORCED CONCRETE PIPE I s L_, ' -I I;~, I ~ ~ ~ ' •i
N \ N INLET INVERT ELEV, = 675.50 FT ! ~ . ~ ; - ~p K K = ~ ~ L{a ~ OUTLET INVERT ELEV. - 675.00 FT ~ k i~' - - - 0-YR W ' 7 ~
~ LENGTH = 123.50 FT (;u i - 10-YR 8-HR HIGHWATER ELEV. = 6 2 ' '
I A R I, I ( s _ ,_W~Y In LOPE - o.a~ N M ~ N s7s - ~ - - _W_ ~ ~ i r l i: i f-
i~ _ - _ ~ _ ~ i l ~ iii i-F- i i 1'- i ~ , i=,
L ; N - \ + - - I I_ ~ ~ ~ _ I I I ~ III : i i i i l ~ E Sheet Tale:
I"O O O ~ ".1 ~ I I ~ I i.:I i I ~--III ~ f _ f I~ i, ; I ° ~ G.C,. Ta PLACE ~'ASHEO STOI+tE
SECTION ,!-J t~ 674 - - L . - ~i - i ~ _ _ AROUND RISER 11P TO ELEV.; 877.50
p„~ FRAME PLAN M~ ~ STONE MOUND SHALL HAVE~A ' METAL STEPS AT MIN. 1:1 SLOPE: SITE
FRAME, GRATE, & HOOD ASSEMBLY d' __v 3 500, PSI CDNCRETE_SPf~EAD FODTIN~ _ 14 14" O.C.; f
\ WITH 2 REBAR MATSyCDNSISTING OF I REBAR O , #s~ ~ 5 ; FT 12i ON CENTER IN EACH DIRECTION I L
II~ > » » „ 672 ~ _ DETAILS - -
7$ 3 4 3 4 B-7 8 ~ ~ ~ "
~ 11/16 SLOr FOR to I~ 1/2" BOLT Y-; SHEET4
1-1 2 I I 67O
q 2 n~ ~h
SECTION A•-A 2 11 1 /2 3 1 /2 3 -p 3 1 /2 R-.-~ - - SECTION _K~-K _ ' I eet Na:
UgpD ELEaAr€ON Ot00 0+05 010 0+15 0+15 0+20 0+25 0+30 0+35 0+40
i 5
i 5 EXTENDED DRY DETENTION AREA DDA-1
i 13 4 FRAME AND HOOD FOR CATCH BASIN DETAIL i 13 SCALE: N.T.S. 300
13 SCALE: N.T.S. j li~c~l t

DRIVEW
A M I C U 5
MIN. MAX.QRNEVJAY CULVERT
ONE-WAY 20' 30' WITH HEAD WALL OR FES
t » * NCDOT TO APPROVE ON -=
--Q TWO-WAY 26 50' EDGE OF PAVEMENT NCDOT SYSTEM ROAD.
R/W
RIPRAP LEVEL SPREADER
MIN.
-
MIN. STONE SIZE = 4" DIA. CLEANOUT/OBERSVATION WELL PER FT. A
MAX STONE SIZE = 6` DIA. TOP OF GRADE -- EL. = D 8" DIA. OR 8" SQUARE
TOP FLUSH WITH GRADE III =lfl
z ( II1�111 -111 ��
tZ
GRASS GROUND COVER ( 4 FT SIDEWALK MINIMUM.
TOP OF EMBANKMENT - EL C
tZ
3 Fr MIN. MINIMUM 1'-6" CURB AND GUTTER
3 (SEE STD. 10.17)
ENGINEERING
1ST INCH HIGH WATER -- EL. = H
R/W SECTION 5151 Poplar Tent Road
--------------------------- Suite 1 Q
- __- __------ ---------- -----___-_-__________=_=_ --- - ; conCc�rd, Nc 28fl2�
------------------ - - - - ---------------- - - - - -- - -
-___________ _______ _____ _-_ _-= _____ __ =____- NOTE: Civil Site Design
NON --WOVEN GEOTEXTILE ~������ - - - - _ - - - - - - OUTLET PIPE TO OVERFLOW
EQUIV. TO MIRAR 180N APPROPRIATE ENGINEERED SOIL MEDIA - - - - - - - - - - - -- - - - - --_ - - - ------
PER
_ - ------------ ______ - - STRUCTURE. 8" HDPE 1. TO BE USED ON ROADS WITHOUT CURB AND GUTTER Low Impact Development
PER THE CONSTRUCTION GUIDELINES TABLE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - _ - - - - - - - - - - - MIN. 0.59 SLOPE AND WHERE CURB AND GUTTER IS NOT BEING INSTALLED
_ _ __ _ - ---- C) {MUST MEET BOTH CRITERIA). Small-SCCIIe Building Design 2. ALL CONCRETE TO BE 3600 P.S.T. COMPRESSIVE STRENGTH, Telephone: [phone]
DCWNS-CRO CROSS-SECTION AT rriaarr�sr�o �our�r
aowmsrReanr.cRosasecr[o€enrParNrcLosrsrmatrrtr"r
1
A
C (FT)
D (FT)
F (FT)
G (FT)
H (FT)_,_
riE ` tip: -
W
I
�'
Faasirntle: 704.24$.7951
2 COMMERCIAL TYPE IV DRIVEWAY DETAIL
R
.a� "���✓'�~
BOTTOM OF TOPSOIL LAYER ELEV, F
UNDERCUT 2 FEET
AND LOOSELY BACKFILL
NIA
I EDGE OF PAVEMENT
SCALE: N.T.S. EREF: MOLDS #10.25F]-
DITCH LINE /
3. USE OF THIS STANDARD FOR RESIDENTIAL DRIVEWAY CONSTRUCTION
Once or Twice a year
BR -1 UPSTREAM
682.50
681.00
679.00
678.33
681,13-
BOTTOM OF STONE LAYER/
���I,;, ,�., E ,�
=il[€Ir
n/a
AT THE D£SCRETION OF THE COUNTY ENGINEER ONLY.
Treat ail diseased trees and shrubs
NIA
;•-
INVERT OF OUTLET PIPE = ELEV. G
Water plant material at the end of each day for 14 consecutive
By hand
BR -1 DOWNSTREAM
682.00
681.00
677.67
677.89
681.13
Treat all diseased trees and shrubs
µ_; I1 ElI=1ISS I--i1I�ElII�111II LE=-f1-)i11�II `ry NON -WOVEN GEOTEXTILE
IIlI I[I4IIl EQUIV. TO MIRAFI 180N
N/A
N/A
Treat all diseased trees and shrubs
8R-2 UPSTREAM 681.50 680.00 678,00 677.33 680.19
BR -2 DOWNSTREAM
681.00
680.00677.11
NTA
576.44
680.19
POST DEVELOPED STORMWATER MANAGEMENT CALCULATIONS
or smooth wall corrugated plastic
3" gravel over pipes; not necessary underneath pipes.
DCWNS-CRO CROSS-SECTION AT rriaarr�sr�o �our�r
aowmsrReanr.cRosasecr[o€enrParNrcLosrsrmatrrtr"r
�
PERFORATED 4 -IN HDPE
ASPHALT
Monthly
Monthly
r /!
Ji4
SUBGRADE
(SEE ADJACENT CHART FOR HOLE
SIZE AND SPACING.)
I
I ASPHALT
2 COMMERCIAL TYPE IV DRIVEWAY DETAIL
NIA
.a� "���✓'�~
BOTTOM OF TOPSOIL LAYER ELEV, F
UNDERCUT 2 FEET
AND LOOSELY BACKFILL
NIA
I EDGE OF PAVEMENT
SCALE: N.T.S. EREF: MOLDS #10.25F]-
Add any additional mulch if necessary
• C ,
•� S1=:L �. �.
Once or Twice a year
NIA
PLANTS
PLAN
Mechanical or by hand
Twice a year
•
BOTTOM OF STONE LAYER/
grab tensile strength (ASTM -D-4632), puncture
n/a
October 1 to November 30
Treat ail diseased trees and shrubs
NIA
432008 ti
INVERT OF OUTLET PIPE = ELEV. G
Water plant material at the end of each day for 14 consecutive
By hand
Once a year
Whenever needed
days after planting has been completed
as #8, 57, 78 or 89 is recommended.
0125" to 0.75"
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
Treat all diseased trees and shrubs
NIA
N/A
N/A
Treat all diseased trees and shrubs
REFER TO APPENDIX II (SOILS REPORT) OF THE PRE AND
NIA
NIA
Treat all diseased trees and shrubs
NTA
NIA
NIA
POST DEVELOPED STORMWATER MANAGEMENT CALCULATIONS
or smooth wall corrugated plastic
3" gravel over pipes; not necessary underneath pipes.
pipe,
FOR DETAILED RESULTS OF THE SOIL TESTS FOR BOTH THE
PLANTING SOIL AND THE INSITU SOIL. SOILS REPORT PREPARED
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST ' .Iz" w w w w w moi. w w w w _
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR `� ,I,
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION FACILITY THAT MAY BE HARMFUL TO PLANT GROWTH.
1
1
BY ECS CAROLINAS, LLP ON 09-10-2010.
� w w w w w w w w
10. PLANT MATERIAL SHALL BE PURCHASED FROM A S1MILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. w w w v w w I
FOR BtORETENTkON BYPASS SYSTEM
(1:).1310 RETENTION
SECTION DETAIL TYP.
! .,GENERAL NOTES: I
SHEET
(SEE DETAIL 3/13)
12. G.E. TO REFER TO SECTION 6.4.2 OF THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES MANUAL y w w
14 SCALE.
N.T.S.
FOR GUIDELINES TO PLANT PLACEMENT PRIOR TO CONSTRUCTION.
i
1. AR UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
BYPASS OUTLET TO
I 13. CONSTRUCTION FOR THE BIORETENTION FACILITIES SHALL COMMENCE ONCE VEGETATION HAS BEEN ESTABLISHED IN DEVELOPED AREAS AND (SEE DETAIL 2/11) `
3 ri,r .irrn rnr. nrn,.,r.,r n. n.., ..,n rn w.". n.i nn.,•,•ev.,, .n .... 3 n>,nrn nrw, ,,n,-.. ♦, �
PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT
LANDSCAPE DETENTION AREA
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES,
SEE SHEET C-8.1 (BIORETENTION DRAINAGE/EASEMENT MAP)
(REFER TO SHEET C-5.0)
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENTS SHALL BE COMPACTED TO 959 MAXIMUM DRY
FOR ADDITIONAL INFORMATION
DENSITY USING MODIFIED PROCTOR.
UNDERDRAIN OUTLET TO
MAINTENANCE 5C1IffDULE FOR BlORETENTION
j 3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
r
, BYPASS STRUCTURE
O (REFER TO SHEET C-5.0)
€ 4 WHEN EXCAVATING FOR BIORETENTION AREA UNDERCUT BOTTOM ELEVATION BY TWO FEET AND BACKFILL WITH THE SAME INSITU MATERIAL
`
DESCRIPTION METHOD FREQUENCY TIME OF YEAR
SOIL
Inspect and repair erosion; clean up trash;
Visual
Monthly
Monthly
flush underdrain pipes
Herbaceous ground cover only
Planting Sail, 2 ft, soil depth
sand - 85-88 percent
ORGANIC LAYER
Remulch any void areas
NIA
NIA
Throughout the year
Remove previous mulch layer before applying new layer (optional)
NIA
N/A
Best in Spring
Add any additional mulch if necessary
NIA
Once or Twice a year
NIA
PLANTS
Remove and replace all dead and diseased vegetation considered
Mechanical or by hand
Twice a year
March 15 to April 30 and
beyond treatment
grab tensile strength (ASTM -D-4632), puncture
n/a
October 1 to November 30
Treat ail diseased trees and shrubs
NIA
NIA
N/A
Water plant material at the end of each day for 14 consecutive
By hand
Once a year
Whenever needed
days after planting has been completed
as #8, 57, 78 or 89 is recommended.
0125" to 0.75"
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
Treat all diseased trees and shrubs
NIA
N/A
N/A
Treat all diseased trees and shrubs
NIA
NIA
NIA
Treat all diseased trees and shrubs
NTA
NIA
NIA
I TO ALLOW FOR NATURAL SETTLEMENT. NATURAL SETTLEMENT MAY BE SPED UP BY PRESOAKING WITH WATER FOLLOWING PLACEMENT.
5, PLACEMENT OF THE GRAVEL MUST BE DONE WITH CARE. AVOID DROPPING THE GRAVEL FROM HIGH LEVELS FROM A BACKHOE OR FRONT- RIPRAP APRON RA -5
END LOADER TO AVOID COMPACTION OF INSITU MATERIAL AND DAMAGE TO UNDERDRAIN. DEPTH OF GRAVEL OVER UNDERDRAIN SHALL BE (SEE DETAIL 2/11)
A MINIMUM OF 8 INCHES BUT SHALL NOT EXCEED 12 INCHES. '
6. UNDERDRAIN SYSTEMS SHALL CONSIST OF 4" PERFORATED HDPE PIPE, PERFORATIONS SHALL BE 3/8 INCH DIAMETER AND PLACED SIX INCHES W _ Z
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED 8 FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.
LAY PIPE JUST ABOVE THE STONE LAYER,TO INTERCEPT ANY FILTERED WATER THAT DOES NOT INFILTRATE INTO THE IN -SITE! MATERIAL. DIFFERENT 4" DIA. CORRUGATED PERFORATED HDPE
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL. DRAIN PIPE TO BE SPACED 8'-0" O.C. O
7. AN OBSERVATION/CLEANOUT STANDPIPE SHALL BE INSTALLED IN EVERY BIORETENTION FACILITY AT A RATE OF 1 PER 1,000 S.F, OF SURFACE AREA.
THE STANDPIPE WILL PROVIDE A MAINTENANCE CLEANOUT PORT FOR THE UNDERDRAIN SYSTEM AND HELP INDICATE HOW QUICKLY THE BIORETENTION r 7� 8" DIA. SOLID HDPE
FACILITY DEWATERS FOLLOWING A STORM. THE OBSERVATION WELL SHALL CONSIST OF A RIGID NON -PERFORATED 4 INCH HDPE PIPE AND SHALL BE LOCATED w >f. OUTLET DRAIN PIPE
NO MORE THAN 24 -FT D.C. ALONG THE MAIN COLLECTION. THE TOP SHALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE 7� MIN. SLOPE = 0.5% O Q
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
y o� _-Z�z
( 8. FILTER FABRIC SHALL BE PLACED BETWEEN THE WASHED STONE LAYER AND THE SAND/TOPSOIL/COMPOST MIX LAYER. FABRIC SHALL NOT �O
EXTEND BEYOND STONE LAYER. FABRIC SHALL BE MIRAR 18ON NON -WOVEN GEOTEXTILE. A SIMILAR FABRIC OR PEA GRAVEL MAY BE �� �� w --
SUBSTITUTED WITH ENGINEER'S APPROVAL
I 9. SOIL MEDIUM SHALL BE 2.0 FEET DEEP AND CONSIST OF A MIX CONTAINING 85-BB9 SAND, LESS THAN 5% CLAY, AND 3-59 COMPOST. - w 41 � O � �✓
PLACE MIX IN 6-8 INCH LIFTS. LIFTS ARE NOT TO BE COMPACTED, BUT MAY BE WATERED TO ENCOURAGE NATURAL SETTLEMENT. OVERFILL � L
- w w
ABOVE THE PROPOSED SURFACE ELEVATION TO ACCOMODATE NATURAL SETTLE TO PROPER GRADE (UP TO 209 NATURAL COMPACTION MAY OCCUR). w y�S2.w r 7
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST 4
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR f%82 �$� J i
SUBSTANCES SHALL BE MIMED OR DUMPED WITHIN THE BIORETENTION FACILITY THAT MAY BE HARMFUL TO PLANT GROWTH. :2" I
10. PLANT MATERIAL SHALL BE PURCHASED FROM A SIMILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. 4" DIA. PIPE GA���1,� � Z I - 2
STANDPIPE � � Z L� to
a. GRASS SHOULD NEVER BE SEEDED, U�SODINS.
11. GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. WHEN USING SOD, AVOID SOD THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY). WHEN USING SOD, AVOID SOD THAT IS GROWN IN SOIL0 0
HYBRID BERMUDA GRASS IS RECOMMENDED. THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY). I, j •-
rr* HYBRID BERMUDA GRASS IS RECOMMENDED. LI ,I r_1
I 12. G.C. TO REFER TO SECTION 6.4.2 OF THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES MANUAL
FOR GUIDELINES TO PLANT PLACEMENT PRIOR TO CONSTRUCTION. �r ' "� .•®�����-����-���--�
i [
13. CONSTRUCTION FOR THE BIORETENTION FACILITIES SHALL COMMENCE ONCE VEGETATION HAS BEEN ESTABLISHED IN DEVELOPED AREAS AND
THE NEED FOR SEDIMENT BASIN AND EROSION CONTROL IS NO LONGER REQUIRED.
3 BIORETENTION STRUCTURE BR -1 PLAN DETAIL
14 SCALE: 1" = 20'
I
REFERENCE: MANUAL Of STORMWATER 5E57 MANAGEMENT FPAC`ICES; NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RE50URCE5
GENERAL NOTES: GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD.
1. AREA DER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. WHEN USING SOD, AVOID SOD THAT IS GROWN IN SOIL
THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY).
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, { HYBRID BERMUDA GRASS 1S RECOMMENDED. Protect Num- 7sr: 17-; 0-033
ROCKS, ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENTS SHALL BE COMPACTED TO 959 MAXIMUM DRY ��.`�`���������
DENSITY USING MODIFIED PROCTOR. p
Date:
CONSTRUCTION GUIDELINE5 EOR BIORETENTION 3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. PROPOSED STORMWATER BMP ACCESS/DRAINAGE EASEMENT
SEE SHEET C-8.1 (BIORETENTION DRAINAGE/EASEMENT MAP)
�''®�...®.��..� 4. WHEN EXCAVATING FOR BIORETENTION AREA, UNDERCUT BOTTOM ELEVATION BY TWO FEET AND BACKFILL NTH THE SAME INSITU MATERIAL FOR ADDITIONAL INFORMATION Drawn By: JLM
WI
MATERIAL
SPECIFICATIONITEST METHOD
SIZE
NOTES
Plantings
Hybrid Bermuda Grass
n/a
Herbaceous ground cover only
Planting Sail, 2 ft, soil depth
sand - 85-88 percent
A MINIMUM OF S INCHES BUT SHALL NOT EXCEED 12 INCHES,
clay -less than 5 percent
n/a
Low P -Index Soils (10 to 30 optimal) needed
6. UNDERDRAIN SYSTEMS SHALL CONSIST OF 4" PERFORATED HDPE PIPE. PERFORATIONS SHALL BE 3/8 INCH DIAMETER AND PLACED SIX INCHES
Compost - 3-5 percent
In phosphorus sensitive woodsheds
Mulch
n/a - grass only
n/a
n/a - grass only
Class "C"- apparent opening size (ASTM -D-4751),
Geotextiie
grab tensile strength (ASTM -D-4632), puncture
n/a
For use as necessary beneath underdrains only
7, AN OBSERVATION/CLEANOUT STANDPIPE SHALL BE INSTALLED IN EVERY BiORETENTION FACILITY AT A RATE OF 1 PER 1,000 S.F. OF SURFACE AREA.
resistence (ASTM -D-4833)
THE STANDPIPE WILL PROVIDE A MAINTENANCE CLEANOUT PORT FOR THE UNDERDRAIN SYSTEM AND HELP INDICATE HOW QUICKLY THE BIORETENTION f --B" DIA. SOLID HDPE
Washed #57. A 2" layer of stone such
Underdrain gravel
as #8, 57, 78 or 89 is recommended.
0125" to 0.75"
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
IS. FILTER FABRIC SHALL BE PLACED BETWEEN THE WASHED STONE LAYER AND THE SAND/TOPSOIL/COMPOST MIX LAYER. FABRIC SHALL NOT 682
Should convey 10 times maximum flow
ZM
Underdrain Piping
F 758, Type PS 28 orAASHTO M-278
from soil medium. Minimum of 4" to
6" rigid schedule 40 PVC or SOR35
318" pert. @ 6" OIC, 4 holes per row; minimum of
9. SOIL MEDIUM SHALL BE 2.0 FEET DEEP AND CONSIST OF A MIX CONTAINING 85-88% SAND, LESS THAN 5% CLAY, AND 3-59 COMPOST. w y w w w w w w w w w
or smooth wall corrugated plastic
3" gravel over pipes; not necessary underneath pipes.
pipe,
TO ALLOW FOR NATURAL SETTLEMENT. NATURAL SETTLEMENT MAY BE SPED UP BY PRESOAKING WITH WATER FOLLOWING PLACEMENT.
5. PLACEMENT OF THE GRAVEL MUST BE DONE WITH CARE. AVOID DROPPING THE GRAVEL FROM HIGH LEVELS FROM A BACKHOE OR FRONT- 4" DIA. CORRUGATED PERFORATED HDPE
Checked 5y: NRF
END LOADER TO AVOID COMPACTION OF INSITU MATERIAL AND DAMAGE TO UNDERDRAIN. DEPTH OF GRAVEL OVER UNDERDRAIN SHALL BE DRAIN PIPE TO BE SPACED 8'-0" O.C.
A MINIMUM OF S INCHES BUT SHALL NOT EXCEED 12 INCHES,
4" DIA. STANDPIPE
Revsslons:
6. UNDERDRAIN SYSTEMS SHALL CONSIST OF 4" PERFORATED HDPE PIPE. PERFORATIONS SHALL BE 3/8 INCH DIAMETER AND PLACED SIX INCHES
ON CENTER ALONG FOUR LONGITUDINAL ROWS. UNDERDRAIN SHALL BE PLACED S FT ON CENTER PERPENDICULAR TO THE 8 INCH OUTLET PIPE.
os/IC12o10 Orl Incl Subrrlttal
iQ/1 1120ic Per NCDf=NR
LAY PIPE JUST ABOVE THE STONE LAYER,TO INTERCEPT ANY FILTERED WATER THAT DOES NOT INFILTRATE INTO THE IN-SITU MATERIAL. DIFFERENT
PIPE MATERIAL AND PERFORATION CONFIGURATIONS MAY BE SUBSTITUTED FOR THE UNDERDRAIN SYSTEM WITH ENGINEER'S APPROVAL.
IOII91z010 Per NCDF--NP,
7, AN OBSERVATION/CLEANOUT STANDPIPE SHALL BE INSTALLED IN EVERY BiORETENTION FACILITY AT A RATE OF 1 PER 1,000 S.F. OF SURFACE AREA.
THE STANDPIPE WILL PROVIDE A MAINTENANCE CLEANOUT PORT FOR THE UNDERDRAIN SYSTEM AND HELP INDICATE HOW QUICKLY THE BIORETENTION f --B" DIA. SOLID HDPE
FACILITY DEWATERS FOLLOWING A STORM. THE OBSERVATION WELL SHALL CONSIST OF A RIGID NON -PERFORATED 4 INCH HDPE PIPE AND SHALL BE LOCATEDG' �■ �� OUTLET DRAIN PIPE
"
NO MORE THAN 24 -FT O.C. ALONG THE MAIN COLLECTION. THE TOP SHALL BE FLUSH WITH THE GROUND ELEVATION OF THE FACILITY AND SHALL BE 40M1 ■rr� �� E w � loomIr MIN. SLOPE = 0.5%
CAPPED WITH A SCREW OR FLANGE TYPE COVER TO DISCOURAGE VANDALISM AND TAMPERING.
IS. FILTER FABRIC SHALL BE PLACED BETWEEN THE WASHED STONE LAYER AND THE SAND/TOPSOIL/COMPOST MIX LAYER. FABRIC SHALL NOT 682
EXTEND BEYOND STONE LAYER. FABRIC SHALL BE MIRAFI 18ON NON -WOVEN GEOTEXTILE. A SIMILAR FABRIC OR PEA GRAVEL MAY BE .v
0
ZM
SUBSTITUTED WITH ENGINEER'S APPROVAL. w w w w w v
Sheet Title:
9. SOIL MEDIUM SHALL BE 2.0 FEET DEEP AND CONSIST OF A MIX CONTAINING 85-88% SAND, LESS THAN 5% CLAY, AND 3-59 COMPOST. w y w w w w w w w w w
PLACE MIX IN 6-8 INCH LIFTS. LIFTS ARE NOT TO BE COMPACTED, BUT MAY BE WATERED TO ENCOURAGE NATURAL SETTLEMENT. OVERFILL '
w .v w w w w w w s. Ctii W w
ABOVE THE PROPOSED SURFACE ELEVATION TO ACCOMODATE NATURAL SETTLE TO PROPER GRADE (UP TO 20% NATURAL COMPACTION MAY OCCUR).
TOPSOIL SHALL HAVE A SANDY LOAM, LOAMY SAND, OR LOAM TEXTURE PER USDA TEXTURE TRIANGLE. THE COMPOST SHALL BE FINISH COMPOST ' .Iz" w w w w w moi. w w w w _
AND THE MIX MUST BE UNIFORM, FREE OF STONES, ROOTS, OR ANY SIMILAR OBJECT LARGER THAN TWO INCHES. NO OTHER MATERIALS OR `� ,I,
SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE BIORETENTION FACILITY THAT MAY BE HARMFUL TO PLANT GROWTH.
1
1
� w w w w w w w w
10. PLANT MATERIAL SHALL BE PURCHASED FROM A S1MILAR PROVENANCE OR LOCAL SOURCE TO ENSURE SURVIVABILITY. w w w v w w I
DETAILS
'
11. GRASS SHOULD NEVER BE SEEDED, USE SOD INSTEAD. WHEN USING SOD, AVOID 50D THAT IS GROWN IN SOIL THAT HAS AN IMPERMEABLE LAYER (SUCH AS CLAY). 122 23
HYBRID BERMUDA GRASS IS RECOMMENDED. w w M
SHEET
12. G.E. TO REFER TO SECTION 6.4.2 OF THE NORTH CAROLINA DIVISION OF WATER QUALITY STORMWATER BEST MANAGEMENT PRACTICES MANUAL y w w
FOR GUIDELINES TO PLANT PLACEMENT PRIOR TO CONSTRUCTION.
RIPRAP APRON RA -6
I 13. CONSTRUCTION FOR THE BIORETENTION FACILITIES SHALL COMMENCE ONCE VEGETATION HAS BEEN ESTABLISHED IN DEVELOPED AREAS AND (SEE DETAIL 2/11) `
3 ri,r .irrn rnr. nrn,.,r.,r n. n.., ..,n rn w.". n.i nn.,•,•ev.,, .n .... 3 n>,nrn nrw, ,,n,-.. ♦, �