20080499 Ver 1_Stormwater Site Plans_20080818

~ihis drawing has been prepared solely for
the use of }edEx and there are no representations of any kind made by
Giffels Incorporated to any party with whom Giffels Incorporated has
. i not entered into a contract, z
i / This drawing shall not be used for construction N
purposes un-til the seal and signature of the responsible registrant appeors on the drawing,
~ and propper permit forms and related fees pre {ransmi{ted b the Owne , pwner s pp,, en{{ r
~ ; Contractor toythe Authority Having Ju~isdic~ion.
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-M 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTfES AND
o ASSURING THAT EXISTING UTILITIES ARE I.QGATED PRIOR TO CONSTRUCTION. b ~ ~ a b~ ~ Q ~a~
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARP,ICADES USING FLAG MEN, ETC. AS o NECESSARY TO INSURE SAFETY i0 THE PUBLIC. KEY PLAN _ ~ ~
a ~ Cif i~ ~ SHEET N0,
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHACi, ARE TO BE REPLACED ,4000RDING TO v STAN~AR~S OF4iF NORTHAROI INA ~FPARTMFNT f1F TRANSPORTATION AN[i f~. x,,;,37 e
a CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS.
0 4. SHORING 'WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART r(, fps^', C002.00
n P, OR AS AMENDED.
v NORTH
LATEST PRINT July 01, 2008 SUPERCEDES ALL PREVIOUS 0002-OO.dwq

C This drawin has been prepared solely for
the use of ~edEx and there are no representations of any kind made by '
Giffels Incorporated to any arty
with whom Giffels Incorpora ed has not entered into a contract. z
_ This drawing shall not be used for construction N
1 purposes un"til the seai and signature of the ~
~ G~~CN MUST ~ - - - - - - - S~~ respop Bible registrant appears on the drawing, _ andd ropper ppermit forms and related fees are X51 ~ transrni}ted by the Owned, pwner~s qq en pr ~
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ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUC110N. ~ ~ ~.4 { x t
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC, AS NOTE.
NECESSARY TO INSURE SAFETY TO THE PUBLIC. / _ ,eery ' % J~
ROADWAY ALIGNMENT TAKEN FROM 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TD CONSTRUCTION DRAWINGS PROVIDED ~ ~ ~ ~ 64,
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND ' CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. BY TRIAD DESIGN GROUP DATED 4/~6/OB. ~
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~ i. CONTRACTOR iS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ~ ~ ~ ~ ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIGR TO CON.~TRUCTION. ` \ ' . ~ \ ~ \ T ~ ~ ~ ~ ~ / G~~ S~A~ SEAL ~ r®y~ ~ }~o / ~ I - ~ ~ / 7jk~',~.j//riL'']]~1TT i~/'PT',Lr,(f M1~~~,Ifidfl~J U Lsea d a~~
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60 30 60 120 240 ° 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, kRE TO 8E REPLACED ACCGRDING TO 1 X40 ~ ` KEY P LAN ~ s ~ s ~ ~ e
5 STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSP0RTA11GN AND ~ ~ ~ ~ ~ ~ ~ ~sHe~r Nd. A ~ t s ~ ~ u ~
CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. NOTE:
401/404 PERMIT APPLICATION CURRENTLY
0 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART o P, OR AS AMENDED. ( IN FEET ) UNDER REVIEW BY ACOE & NCDWQ, C0021U2
0 1 inch = 60 ft. 0 v
NORTH LATEST PRINT July 01, 2008 SUPERCEDES ALL PREVIOUS root, _nt iwr

This drawing has been prepared soleiy for
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~ FO TACTiNG APPROPRIATE PARTI \ ~ ` ~ . ~ / / a 1, CONTRACTOR LLY RESPONSIBLE i
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3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE R D ACCORDING TO ~ A ~ 87 O ~1 k STANUARD~ OF 1"HE NORTH CAROLINA DEPARTMENT OF TRANSPORTA 0 ~ ~ ! g78 ~ ~ / ~ ~ ~ _ ~ ~ SHEE? N0. r-
CHARLOTTE-MECKLENBURG UTiLITfES SPECIFICATIONS.
` T0 OSHA TRENCHING STANDARDS PART 1926 SUBPART 4 SHORING WILL. BE ACCORDING s . o P, OR AS AMENDED. - - uUUM NORTH
ry
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LATEST PPoNT July 01, 2008 SUPERCEDES ALL PREVIOUS bpi 0002-00.dwg

~ - -
' ROADWAY BY OTHERS This drawing has been prepared solely for the use of 1edEx and there are
~ ~ NOTE: j ~ ~ ! ~ ' no representations of any kind made by Giffels Incorporated to any party
, ':a~. ~ ROADWAY ALIGNMENT TAKEN FROM ~ _a. ' , (I ~l I ~ with whom Giffels Incorporated has o 1 ~ : i i not entered into d contract. z
~ ; ' ; ~ w~ ~ ~ ~ ~ CONSTRUGI~ON DRAIMNGS PROVIDED -
- _ -r~ I ~ ~ I BY TRIAD DESIGN GROUP DATED 4 16 O8. r ~ ~ ' ~ This drawing shall not be used for construction ~ N 1 ~ Q8. I ~ ; ~ ' purposes un-til the seal and signature of the
ti~, ~ _ ~ . ~,v A Q , ~ res onsible registrant appears on the drawing, G- ~ ~ ! anc~ ropper permrt forms and related fees are
~ ~ / A . ~ • ~T transmi{ted b the Owner, pwner's qq en}} r j i Contractor toythe Authority Having Ju~isdic~ion.
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_ _ i ~ ~ ~ . ' \ T. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
~ i ~ ~ \ r ~9 ~ A ~V A - ~ ~ 's.... A ( o ~ ~ '91p_ ~ ~-``V. ~ ASSURING THAT EXISTING UTILIITES ARE LOCATED PRIOR TO CONSTRUCTION. _ _ es° ~
i ° t 937 ~ / ~ ~ , t r r 38.3 •'~i( / ~ ~ ~ ~ ` ~ ~ ` ~ ~ 2. CONTRACTOR 1S RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
. ~ ~ ~ A , i 6 ~ ~ i ,-.r ~ ~ ( I \ ~ g F~~~~~ 1 ~ - ~ ~ ~ X898'.5 y'•?" r ;,~j~ \ ~ '~i ~ = NECESSARY TO INSURE SAFETY TO THE PUBLIC. y ~ ~
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F~ ~ 9 ~ n~ ~ I ~ 9215 i,W. ~ ~ ~ 'o~ ~ , ~ y 325 1 i L. 'V ~ o~' 9$1. W. ~ $ 1 ` ~ ~ I ~ STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND o ~ . ~ ~ ~ ~ . ~ ~ ~ " ~ ~ ~ - , CHARLOTtE-MECKLENBURG UTILITIES SPECIFICATIONS.
a ~ _ ' ~ ~ ~ ~ A 4. SHORING WILL BE ACCORDING TC QSHA TRENCHING STANDARDS PART 1926 SUBPART
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M1 / dF Rn~ i 9. I I ~ (rte f r . ( sHEEr No.
945 4,
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o d ,115 ~ o Qf is X937 "002, 4 1 NORTH
LATESTPRINT Juty01,2008 SUPERCECESALL PREVIOUS (,,n2 fl,(), an

This drawin has been prepared solely for the use of ~edEx and there are
no representations of any kind made by " Giffels Incorporated to any party
with whom Giffels Incorporated has o not entered into a contract, Z
This drawing shall not be used for construction ~ purposes un"tit the seal and signature of the ;
res onsible registrant appears on the drawing, an~ ropper permit forms and related fees are
1' r <; ~ / ~ ~ 1 transmi}ted by the Owner, owner's pp,, en}} r
i Contractor to the Authority Moving Ju~isdic~ion.
~ \ ~ ~ ~ ~ I 1 ~
I ~ % ~ ~ / 1 ILIECGrIE~~IL~ CONSTRUC110N SEQUENCE FOR WET POND: ~X _
t) ONCE SITE IS PERMANANTLY STABILIZED, (FULL BUILD OUT OF BASIN), THE RISER BASIN CAN m
I ~ ~ / / _
J / i ~ Juncus Effusus BE CONVERTED TO A WET POND. ~ 68Q Total Plantings 2) REMOVE BAFFLES AND CLEAN OUL THE BOTTOM OF THE POND TO THE PROPOSED ELEVATION.
~ - (This Sheet) 3) INSTALL EOREBAY AND FOREBAY DRAIN.
4) REMOVE TEMPORARY RISER.
ocooo~oco Carex Stricth 5) REGRADE SIDE SLOPES AND FOREBAY. ~
_ ~ y'e Eeii{EEEew •a4 aaa5•.:h:°.
ocooo°oco 759 Totol Plantings 6) PLANT VEGAl1VE PLANTINGS ON LITTORAL SHELF. PLANTINGS SHALL BE: a°o°o°o°o (This Sheet) JUNCUS EFFUSUS AND CARER STRICTH FROM ELEVATION 909 TO 910 WITH 1FT. ON
I ! .i~;^ ~ 'Eo~E. r°a tiaa.Mi?itii;o-`s~;~., ~ ~ CENTER PLANI1NG. ~ I
4 X4 POST WITH MAINTENANCE INFORMA110N ~ i ~ ;E„'~ E•E:,a:: ~ / ~ ~ ~ ~ E ~ GRAPHIC SCALE . F; .E ~ ~ :EEE "I;rh;:;. Pontederia Cordate PONTEDERIA CORDATE WITH 1.5FT. ON CENTER SPACING AND SAURURUS CERNGUS WITH
POND MAINTENANCE INFORMA110N: ~ •o•:.aa: ~;~~la, r i 1FT. ON CENTER SPACING FROM ELEVATION 908 TO 909. noooooaaoooooo ~ Total Plantin s oo~o~oooooooon 9
PERMANENT POOL ELEVATION: 909,00 i ~ / ~ sa 0 3o so aza zao i 1 f ~ i 24O ~ 7) FILL POND WITH WATER TO PERMANENT POOL ELEVATION. oo~oaooQOOOOOO (This Sheet)
FOREBAY BOTTOM ELEVATION: 900,00 ~ / , ::,y ~ ~ r ~ ~ ~ E ~E 8) GET FINAL ACEPTANCE OF WET POND.
i FOREBAY CLEANOUT ELEVATION: 902.25 ! ~ r I I ~ ~ 1 1 r. MAIN POND 80TTOM ELEVATION: 900.00 ~ lr yr ~ ~ ~ ~ ~ v v v o 0 o v v v Saururus Cerngus MAINTENANCE SCHEDULE
~ (IN FEET ) MAIN POND ClEANOUT ELEVATION: 902.25 I/ ~ 1 ~ ~ ~ ~ ~ i inch = 60 ft. ovvvvvvvv ° ° ° ° ° ° ° ° ° ° 625 Total Plantings
~ v ~ (This Sheet) t) AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: o
I ' A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, ~ X
„ WE r ~ ,1 1 'r'' ~ ~ TRASH ACCUMULATION, VEGETATED CODER, AND GENERAL CONDI~iION.
0 ~ f ~ ~ ~ a h / ~ ~ D t ~ ~ g ~ ~ ~ ~y / / , l ~ w~` ~ ~ f. B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT THE DRAWDOWN OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED. ~ o
2U` MAINTENANCE-~ / ~ ~ ~ ~ ~ ~ l ~ ~ ~ j f 2) REPAIR ERODED AREAS IMMEDIATELY. RE-SEED THE EMBANKMENT AS NECESSARY TO MAINTAIN i~ ° o d
AG„E~S LAS~MLNT ~ i ~ ~ ~ , GOOD VEGETATIVE COVER. NOW VEGETATIVE COVER ON EMBANKMENT TO MAINTAIN A MAXIMUM ~ -
~ ~ i ~ ~ ~ ~ I ,;,f~ ~ ~ POND EMBANKMENT COMPACTION ~ ~ / r ~ ~ / ~ I SPECIf1CATi0NS, 957 STANDARD. HEIGHT OF SIX INCHES, REMOVE TRASH AS NEEDED. ~ ~ ~
3) INSPECT AND REPAIR THE COLLECTION SYSTEM (LE. CATCH BASINS, PIPING, SWALES, RIRRAP, ETC.) Q
~ ~ ~ 1 ` - - ~ I f/ I I l m QUARTERLY TO MAINTAIN PROPER FUNCTIONING, ~ ~
~ - ~ l i i ~ 4) REMOVE WOODY VEGETATION NOT PART OF THE APPROVED PLAN ALONG THE DAM EMBANKMENT. J rW- ~i Y
~ i ~ ~ ~ / , I ~ / ~ , 5 REMOVE INVASIVE AND DEAD VEGETATION IN THE LITTORAL SHELF AND REPLANT AS NECESSARY. ~ 4
_ l ~ i ~ i , 6 REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY
OR WHEN THE DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH, REMOVED SEDIMENT o A~ SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER om~
~S~ THAT WILL NOT ADVERSELY IMPACT WATER QUALITY (LE. STOCKPILING NEAR A WET DETENTION °m~
BASIN OR STREAM, ETC.} I ~~m~ m
7) PREFORM ANNUAL INSPEC110N OF THE POND (ANNUAL INSPECTION REPORTS TO BE KEPT BY ; i ~="s~ ao ,
L_ THE OWNER}, PRIOR TO INSPECTION NOTIFICATION MUST BE GIVEN TO STORM WATER SERVICES. Ij sa~ao
'as \ ~ ' ~ ti i ; ~ ~ ~ i ~ormo ° onn
i FtOUf-w. ~ L
2X4 POST TO INDICATE ~ ~ / I STRUCTURE Permanent Pond Storage botume o
PERMANENT POOL ELEVATION, e ~ ~ , ~ Does NotlncludeForebay ~ iPorebaySforageVo(irme ~ r~ n f Area Hrea ---Volume VNu~~~e
Elevation Area, Area Voluriie~' Volume ~ ims!) (sit (acj (cis-N,) (ac-ft} ~ L
I (msl) (sf) (aa} (cu-f+) { (ac-ftj o r:l OZ21b 0 0.0000 ~ ~
J0~ it,4 ~0~ Q,2399 t00A4 0.230G w
~ ~ ~ ~ I~ ~ 1 G152 ~ C O.OG00 ~ i?` 9"v1 4!°0` :10981 ; 45911 ' 1.0553 ~,t 71 r;8 Q2587 30889 Q4796 ~G? ~ 118"r 1,1820 ~ 9~s~1 ! 3.1940 ~ cu~3 , 110 0,2781 325b7 _i Oi47~6
P A N POOL / ~ ~ ERM NE T - X03 5i1 i 7 12667 148&'39 ~ 3.4169 r
- r. i I ELEV. 909.00 ~ _ 9G4 ' ' d61~t 02983 4101 i 1~035~i ~ 30~! 55505 1.3523 205813 4.7248 ~ c
% ~ _ Z~ ~ 9C5 113901 , 0.3191 58539 1.3439 905 ~2G~3 1 4388 266531. 6,1187 ' ~ c
~ ~ ~9 ~ - , +tf 14~ ~.i 0,3400 ~289'I 1,6133 U m 90C rn 4 7 1 526~~ 3310 ~2 7.5995 a~ o°or
~ i ~ _ , CIME ~ ~ ~ _ _ - ~ A V - ~ EXf / X07 1o&Oi 0,3627 88192 ' 2.0246 o t mo.- 9G7 '''19 1.6143 3993.53 9.1679 ~ a °"0~6 .;GA 1 'F4 . 0.3855 1044it 2.'3903 U' o i I
. ~ ~ _ ~ / r~0't ,41 it 1.1033 4'163fJ !O S148 E w ~MM ~ 909 20082 0.4610 122866 ~ 2.8206 ~ u 0701
_ ~ ~ A ~ ~ - 903 44.43 ~ 2.1613 555421 . 12,7507 , ~ yr°-°o mo~oro
~ ~ / . 8 WATER ~ b tNN 8" WATER QUALITY ORIFICE Ny.YV p o+ ~ N~7.:x
~ ~ ~ ~ ~ l ~ , ~ r Q NV'l Vli-ia
< - ~ ~ DETAIL M
36" (4) 6"x36" OPENINGS
~ ~ , ~ . ~ r . ~ r f ~
WET LAND PLANTINGS ARE TO 8E: ELF-912.65 o
JUNCUS EFFUSUS AND CAREX SIRICTH HIGHER ON BANK PONIEDERIA CORDATE ELF=912,15 6" GRATE OPENING ~
AND SAURURUS CERNGUS CLOSER TO (4) 6"x36" OPENINGS WEIR OPENING ~ 36~' w ~
I WATER 10.0' ~ o, Q ~ >
36"x36" GRATE- ~ 8.0" WATER ~ a Qo
sEE eoNSTRUC~oN SEQUENCE FoR RIP RAP BERM OPENING QUALITY ORIFICE ~ x ~ ° o ~ w C
INLET POND FOR PLANITNG DETNLS ~ ~ 0 AND WEIR I PERMANENT p PERMANENT ~ ~ ~ ~
° J~ N 6,. POOL ELF=909.00 POOL ELF=909.00 ~ z o o ~
TOP OE BERM ~z
ELEV. 911.00 o o
PERMANENT POOL~~~
35.0' TOP OF WEIR NOTE; OUTLET CONTROL STRUCTURE
ELEV. 910.00 , 1 -0 RIP R)P RAP BERM ~ DESIGN PRELIMINARY & SHALL BE ~
Y F MODIFIED AS DESIGN ELEMENTS ARE ~ 36° 36" PIPE FINALIZED. Q
TOP OF BERM
ELEV. 917.Q0 ELF=900.00 C~
SUITABLE BACKFILL MATERIAL. 1° ~ 4 STEPS ° o "
SPACED °e ° , '
TOP OF WElR Q 12 O.C. ° ~ P A
ELEV. 916.00
NOTE: CONTRACTOR SHALL SUBMIT SHOP
2 DRAWINGS ON OUTLET STRUCTURE AND
4 4 DRAIN VALVE FOR APPROVAL PRIOR TO
008. 008. 008. < ° Q CONSTRUCTION
° a OUTLET CONTROL STRUCTURE 3 ~ }
ooe.a
~;o
w
TOP OF RIP-RAP BERM AND WEIR ~o~
P~AINTENANCE CLASS B RIP RAP 15" MIN DEPTH MAINTENANCE ~"o
ACCESS ELEV.-910.00 ACCESS TOP OF BERM ~
5' z INVERTED WATER OUTLET C 7 ELEV.-9U.00 d ~ v~° OUTLET CONTROL 10 ~
TOP OF BERM SEE DETAIL QUALITY ORIFICE STRUCTURE STRUCTURE EMERGENCY W x~~
~oN ~wsr ELEV.-917.00 ~ SEE DETALI SEE DETAIL ' WEIR ELEV.-916.06 Z ~ ° ~o
~G~~~~LITV p°N,~o j ~ SEE DETAIL ~a Rof - oA 100 YR. STORM ELEV. 916.08 _ _ _ _ ~ ~ - SEE DETAIL Q W ~ _ _ woe U ~ o0
toy o~ ~ F~~ o - i ''~~o'' n i Z ~ °~o
c~ _ ° F.E.S. ~ ~ ~o~
a o ~ ° TEMPORARY POOL= 912.27 _ _ _ _ C ° ~ i aq ~ ~ ~~ril
PERMANENT POOL=909:00 o PERMANENT POOL=909.00 m ~ a - ~ li c o
lo. SHELF ELEV.-908.00 w BBPgRB YOUDI«31 1 SLOPE ~ 6 10'.1 SLOPE ~ ~ ~ ~ ~ o
~'^~~NB-~~'~'~ ~ ~ MAIN POND INV.-901.00 FLARED END SECTION ~ W oo i
~ 1"B0°"63 ~ SEDIMENT FOREBAY N ~ " 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND °o ~ j ~ ~
~ ASSURING THAT EXISTING UTELITIES ARE LOCATED PRIOR TO CONSTRUCTIQN. 1O 1O BOTTOM BOTTOM a _
RIP RAP LITTORAL ELEV.-900.00 '`ELEV.-900.00~~ ~ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USWG FLAG MEN, ETC. AS ~-L.-,~.~_u~ll ~ i~ _I ~Ir ' ~ ~ i --i I I SEAL ~ ~ m ~~s
NECESSARY TO INSURE SAFETY TO THE PUBLIC. APRON SHELF ~ ro NOTE: LEVEL SPREADER SNALL BE USED U ~ ~~a
0 ~ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO 8E REPLACED ACCORDING TG ANTI-FLOTATION
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CHARLOTTE-MECKI_ENBURG U~LITIES SPECIFICATIONS. PAD Io' Io' ANTI-SEEP AT OUTFA~L SEE SHEET COd8.06, ~ ~ ~ d
T 3 LITTORAL LITTORAL COLLARS ~ ~
4. SNORING WILL BE ACCORDING TO OSHA TRENCHING STANOARDS PART 1926 SUBPART ~ A ll" T n n ~ i n 11 q n n C'` f'` t' /1 TI n A I ~ ,,,,,,~~.r,. SHELF SHELF ~ ~"E~r No.
oaf r VR H~ HMtIVUtU. Yv1_ ( r- V `f IN LJ 1 F1 u k~\ ~J JLu I Uw 1~ 17t' ` M r
SCALE: O
rA Q O C008-06
i
LATEST PRINT July 01, 2008 SUPERCEOES ALL PREVIOUS 0008-04.dwn

r This drawingc~ has been prepared solely for
the use of 1~edEx and there are no represen#ations of any kind made by
- . " 1 ~ ~ ~ ~ ~ i ~ f I Giffels Incorporated to any party with whom Giffels Incorporated has o
~ i ~ not entered into a contract. z
. / c ~ ~ ~ i This drawing shall not be used for construction
~2 ~ ~ i purposes un-til the seal and signature of the responsible registrant appears on the drawing,
i ~ ~ and ropper ppermit forms and related fees are
.t-~ i ~ ~ i transmi}ted by the Owner, ownpr's qq en , pr 1 Contractor to the Authority Having Ju~is~iction.
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(IN FEET) ~
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CONSTRUCTION SEQUENCE FOR LEVEL SPREADER
~ ~ ~ J~ 1. 1. ONE SITE IS PERMANANTLY STABILIZED, (FULL BUILD OUT
_ ~ - ~ ~ ~ ~ ~ OF BASIN), THE LEVEL SPREADER CAN BE CONSTRUCTED. ~
~ i.' ~ ~ a
2. INSTALL RIP-RAP FROM F.E.S.-1 TO THE START QF THE
/ r LEVEL SPREADER.
~ ~ ' _ ~ ) 3, 3, PLANT VEGATATION. _ ~ T
i ~ ~ o ~ I 6 i
o ~ ~ ~ i ~ ~ 0 a
_ ~ ~ / ~ ° ~ ~ ® ~ ~ 00.x^ ® a vmro
~ ~ ~ \ ~ / ~ i ~ ~ ~ E p1 ~MM
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1 ~ ~ i A O mt-NN ~ N'~ 7,. X Q NN~FW
1 LEVEL SPREADER L1P
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~ ~ ~ 1 ~ ~R
~ ~ A ~ ~ ~ 3t) ~ zo ~ ' ~ _ NE ! 6f1
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~ ~ 1 ~ ~ o ~ ~ ~ DENSE GRASS m COVERINGS FLOW PATNA FILTER STRIP Q °
_ ~ ~
~1 ~ ~ r F.E.S. TOP ELEU.-884.00 ~ ~ ~ ~ a
~4 \ _ , 'l ~ ~ ~ >
~ o ° o ~cn Wca
. , ~ ~ a 3,~ ~ S(OP 1 S~~QE ~ ~ z v o ~
„ _ - ~ 1 0 ~J _ _ f.=1. ooh:.''" ` _ - _ o f EXISTING °J ~ ~
ti_, ~ GROUND ° N UZ Oo\
BQTTOM
. -o _ ~ ~ ~ , ~ o ELEU.-882.00 °
~ o~ . , ~ ~ \ ~ ,o
~ - ~ ~ \ 000
\ - 1 , CHANNEL ~
~ _ 6" UNDERDRAIN ~

` \ ~ ~ ~ /
\ 'ti..~ \ APPROPRIATELY SIZED
\ . / ~ A A CONCRETE FOOTER i

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~ /
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LEVEL SPREADER
SCALE:1"=20' 008.07
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L~'-^O W I~zm
t B~ORB YOU DIO! 0 ~~o QQz
3 COIVTACf ONB-GAIL (~NTi~t a I-~806~632-4949
~ t. CONTRACTOR IS FULLY RESPONSI6LE FOR CONTACTING APPROPRIATE PARTfES AND O N Q~s LL d~ W Q,, t--
c ASSt1RING THAT EXISTING U1ILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 0 (0 (A = N ~ w~
v 2 CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. ,AS SEAL a': "s?~11i~~ J ~ ~o
~ NECESSARY TO INSURE SAFETY TO THE PUBLIC. , ~ ~(f~'i, U ~~w
N 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
o STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPGRTATION AND , CHARLOTTE--MECKLENBURG UTILITIES SPECIFICATIONS.
a + SNf_t? N0
~ 4. SHORING Wlt.(. BE ACCORDWG TO OSHA TRENCHING STANDARDS PART 1926 SUBPART a P nR ae Qe~~~Nn~n
v , . . , v 0
ro 0 Hv C008.071
0 i`
LATEST PRINT July 01, 2008 SUPERCECES ALL PREVIOUS ~d n ro 0008-04.dwq