20021454 Ver 1_Site Plan_20020909

, 111161nL
CHARLOTTE SUPER DOUGNNI,'TS SERVICE, LLP
Approx. location 8" IP ~ i
CM D per M UD customer service maps `I A VNLLIAM J. f0 ~ PLEASANTS PEP 80YS PEP 80YS PO 74
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COMMERCIAL ; w. ~J rox. I A~~y yP
NET LEASE water water APP ocatlon 24" DIP per v w vault ~ ~ Q, CMUD customer service ma s oul- t..... c ~ P
- - - - ter-- - - - r•....
- S n - _ _ - ce ou ~ - - e en en - _ v~r ~
200 R/W (per tax map) w
See D.B. 9356 P EXISTING ~ 2.5' g. 634 curb & gutter
HYDRANT
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0: - 3>OTOf 1 / - - - - _ - _ - - - - - - - - 67e.t4 out W Er~~ln3 Qdr I/ ~ --0.4:EQ~ _ ~ - - - - - - - Sr - _ - _ _ _ Elev. 689;94 - `6sh~ ~ ' ' _ -
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- ~A\ 1 1 I ~ ~ ' ~ / i 1 E(aT) ON 'r Electric (or Telephone) Overheod LMe do Pde / / ~ ~ 1 \ ~ • / ~ ~ ~ i I l ~ ~ ~ ~ halt _ / / ~ - ~ ~1~ ~ _ ~ l
U T-U.G. ~ 1 ( ~ \ \ ~ q1 I v ~ ~ / / ~ ~ / i ~ , ~ 1 ~ ~ o ~ \ r ~ ~vvgr...~ - drrvewoY 1
Z T Telephone Underground Coble I~ \ IG \ ' ~ ~ /
ai _ ~ A ~ ~ 1 1 - ` - / / 640 . E Electric Under ound Cable ~ Manhole ~ ~ \ 1 ~ tr / 640 ~ 1 - ~ ~ M., \ ~ \ o • 865 . q I ~ ~ 1\ ~ - - J. _ 884/. a't- 1 ~ \
~ ~ ~\'~V \ VA 1 \ 1 X646 - to t`o -----8"G Coe MaM r..~ • ~ ~ \ ~ ~ ~ ~ ~ F0~ ~ - 'St - r, ~ ~ L 2 c 1 I \ I . l~Bq l ~ l ~ ~ \ ~ ~ o - - i - 1 1 III 1 sss
~ 1 ~A A 1 11 1A I ? . , ,n 1 ~ ~ \ - - ~ ~ q \ \ f e'?o~ 7 ~ i / ~ ~ I\ 1 Ap rox. location 24 j \ ~ Inv. 642:6 ~ r' ~ / / I 1 I ` N
--6"w--- ttbter main, Hydront ~C hate 4olve 'w-~- ~ I~ 1 11 I\ I f0~ - ~ ! ci ~ \ 11 I 1 I 14 ' ~ I ,1 I I I ~ I ~ 1 IP _ \ s \ \ / ~ D per CMUD custn» \ l~ ~ - \ \ r r A , ~ ~ \ \ / ) ~ rvice map,
~ ~8'S Sanitary Sewer do Manhde ~'~~8'S I ~ 11 I I ~ I 1 1 Q ~ . _6 tti ~ ~m ~ ~ ~ ~ I I ~ ~ ~ ~ < ~ ~ 3a ~ M 1 ~ S ~ , ~ 'h ~ ~ \ 1 X54 ~ „ ti
~ - Storm Sewer ~ Nanhde ~ ~ 1 I I I I 11 1 ~ t~ --12'St-- ~~12 St-~- ~ ~ ~ ~ I I I
~ I. I I 1~ ~ ~7 I ~ storm catch Baeln a - " ~ f/ / I I I I I I I " ~ ~
~ . i I I I I ° o ~ t Storm Inlet ~ ~ , ~ / l I J ~ I ~ C!• It ~ 1 1 ~ _ ~ / ,/i / 1 llEAl l I I I ~ _ ~ ~ r
~ ® ~ / - ~ l / - / ~ I o i ~ ~ Storm Curb Typeinlet ~ ~ / ~ / ~ ~ I ~ ~ ~ I 1 ~ v / / s_ • I ~ ~ A v \ ~ / / 1 ~ ~ ~ I a I ~ ,9 ~ ~ ~ /
0 h ~66ri / / / ~ ~ ~ . 1 I I ~ C'~ St ~ \ v i ~ ~
x 671.25 Pdnt Elevation (at x) 871.25 / / Q 1 Q i / ! / l 4i ~ ~ A S ~ d ` Sig \ I / / ~ / i NA I I ~ o \ MA / ~ i / ~ \ ~ ~
W 7 T of Curb Eiew / 1 r E NA 8 1.25 oD , i, % ~ ~ z ~ 89 n s ~ \ \ ~ ~ / 88 . 2~In / , 89 n Etch Exleth9 f+ Fi 1 `o \ / ,848:85 i l \ \ r r r r r r +
~ Propaed Curb Elevotione ~ 870.75 Gutter Elec. ~!~o / ~ / A / ~ ~ry ~
~ ~ ~ / 4y A , N / ~ Y W 1 Contour Une 44 / / p r ~ ~ / ~ v ~ ~ i / 1 \ ~ ~ ~ ~ ~ i ~ ~ \
/ i 18 EE / o Fence ~ ~ ar 200 ~
o. ~ ugnt ~ ~ 0 / p ~ . ~ \ \ ~ 0!'
~ ~ ~ % / Q -4- Sign T ~ ~ ~ _ _ % Forth Caroline
~ ' ~ ~ ~ _ ~ ~ 1409 East Boulevard
Sdt Fenw ~ O ~ GRAPHIC SCALE Charlotte, N•C. 28203
Tree Pr t t B rri v; ~ a ~ ! % ~ / ~ O 0 eC 1011 a er ti. ~ / ~ eo o ~ ~ +so [phone]
- ~ Qb No. By Ck. Description Date EMAIL:.. Isom
c ~ / .FpR --fi-- ~ / Re lone V
ao 671.25. Ae 8ullt Qevotlon c~a, ~ A ~ ~ ~ ~ ~ IN ITT ( )
1 inch = 80 !t. 1608 EAST BOULEVARD
~ 1 I / CHARLOTTE N.C. 28203 704-374-1440
J i 1 ~ ~
~ • _ ~ CAU110N!!! ~ /Y 1`9 ~ 11t~t/"'1 t tA1ft ? '~''It"y
- The locations and elevations of existing CALL t~itiHl111~ ~t V 1 lLl 11L~
~y underground utilities an shown on this EFORE YOU DI S drawing are only APPROXIMATE. No grantee SCOTT
o Op, l i \ 0 o s 7, I 1 Is either Y expressed or Implied as to the 9300 EAST INDEPENDENCE BLVD SW -2
Concrete Spillway M o of accuracy thereof. The TOP contractor shall be exclusively responsible CHARLOTTE MECKLENBURG CO. N.C.
I See Detail on I I ~ 800-632-494 9y , f or determining the exact utility locations AVOID UTIU DES, C.W.P. SCALE 1N
Sheet WET-2 I I = 60 JOB NO. I and elevations prior to the start of construction
i~ i AMAGE 1 DN. C.P. CK. C.W.P. DATE 2/28/2003 01-001 DWG, N0.
0

/ J '
~ n ~ - ~ ~ o \ 'L I I~ I ~ Tax I.D. 19 - ' 3 231-~
- fi~~2 ~S' I i A ~ ~ a~ 74
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V 62 AV ~ ~ .i i ~ ~ ~ ~ / ~ "
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s 0 1 5 2 .B. M
~ ~ ~ k~s ~ out ~ Sri ~ ~ c~ 'n I " ~ ~ / / Per ~ -s5 W /
g ? e . d ~ ~ ~ P_ R DESIGN NARRATIVE: / The extended detention wetland basin shown was deal ned mi ~Ine g to tigate the
~ ~ - h x, 0 ~ ~ in r ~ - EXIT 9 ~ ~ / ~ ~ / W impacts of storm water quality and quantity that occur during the construction of
J ~ k~s alt _ ~ ~ / ~ ~ this commercial site. This and em p t porarl y stores storm water runoff In shallow pools that create growing conditions suitable for emergent and riparian plants.
_ _ 1 ~ ~ ~ ~ a ~ ~ s/ ew y The runoff store a cam lex micro to o ra hic and emer en I g. p p g p g t p ants in the storm
9 \ ,q~ \ 9 ` ' water pool form an ideal matrix for the removal of urban pollutants when
~ ~ v \ \ ~ 1 W desi a ETui n d and constructed to the uidelines fn Storm Water Best Mana ement NdS rl 9 9 9 GR OUI~ Practices, NCDENR, April 1999. The extended detention wetland will remove the
~ ~ - v _ ~ ~ ` ~ ~ required 85~ total suspended solid (TSS). MAR O
~ ~ o ~ ~ 665 - = : ~ 3 2003
_ Y_ - 66~--''.~ ~ Q r ~ ~ i
~ ~ ~ ~ iii l1 / >rat' ~ o ~ - / ` ~ s < - / ~ ~ ~ 656 ?NAT ER QUAII TYSE AT • CTIO ~ ~ „
~9= ~ ~ \ - ~ Inv. 642:6,,. ~ s ~ ` \ J / ~ / / Approx, location 24
~ I DRAINA A A• 14 DIP per CMUD customer GE RE . .35 Acres (909 IMPERVIOUS)
~ service maps , SURFACE AREA /DRAINAGE AREA RATIO . 3,74x (3 DEEP POOL)
~ ~ 4 ~O5 ~ K. Marten Water
~ \ / s, J r, 1 READ SURFAREA: 3.747G 14,35 Acres =0.537 Acres (23,400 Sq. Ft)
\ ~ ~ ~ - A - / \ ~ ~ 1 ~ ~ - - ' ~ / ~ ~ Doroth N. Waters 1 Y ~ SURFACE AREAS DESIGNED:
\ i J 1 Deed Book 74 \ 2 7 P . FOREBAY ~i 3510 sf 15X
~ ~ ~ ~ / ~ ~ 1 ~ / / ( ) ~ Lot 6 MB 25 P MARSH AREA 0-9" 8200 sf 35X \ , ~ ( ) ( )
~ ~ \ \ ~ ~ \ ~ I I ~ A ~ / / / 9 " 652 T - MARSH AREA (9-18) 8200 sf (35~) ~ ax I,D, 193 2 -
~ ~ ~ / ~ ~ \ ~ ~ ~ ~ s ~ 1 c0 ~ .9 ~ / 1 d 31 1 NORMAL POOL 3510 sf (15~)
~ ~ \ ~ / ~ ~ n ~ ~ v ~ ~ / ~ ~ A 1 I / Iti ~ i 1 \ N
I ~ ,9 ~ \ ~ ~ ~ / ~ 1 STORM VOLUME: ~ Rv = 0.05 + ,0091 I = 90~
~ ~ ~ ~ , ~ \ ~ IgFI To 651 A9 / 1 1 I~ ~ i I ~ , 1~ l 1 ~ 650 Rv = 0.05 +.009(90) = 0.86 In/fn
- ~ ~ V ~ ~ ~ ~ \ \ c / 68 Irr4 42.32~~n / \ \ 1 I " 11 1 ~ - / v I / ~ ~ ~ ~ o / rfi40:65 q / \ \ Volume = 1" Rainfall * Rv * 1 12 * Draino a Areo ) 9
~ , ~ ~ ~ I ~ ~ 1 , \ \ ~ ~ ~ ~ A ~ _ A • * * ~ \ \ Volume - (1) (0.86) (1/12) (14.35) = 1.028 Ac-Ft
I - 1 ~ ~ ~ 1 v / ~ ~ 1 ~ / ~ Volume = (1.028) * 43,560 Sq Ft /Acre = 44,800 Cu Ft
I - - / \ v i 1
, l ~ A ~ ~ i ~ ~ \ \ ~ ~ \ \ M EC K LF DRAW DOWN PERIOD: 648 Storage depth 2.0~
/ ~ ~ ~ 1 ~ 1 ~ / C~i Stara a Volume = 44,804 Cu Ft \ 9
i%: % I ' ~ t '1 1 ~ ~ ~ ~ ~ \ \ Maximum outflow rate (2 Days) =44,800 / 48 hours = 0.26 cfs \ ~ •
~ ~ ~ _ ~ \ ~ ~ Orifice Diameter 3 ~ ~ A a 'H' _ ' ver ge of storage above Onfice 1.0
/ ~ ~ ~A v, ~ ~ ~ ~ (P ~ \ Avers s Orifice Flow =0.26f cfs `646 9
\ ~ / , , ~ ~ ~ ~ , 646 ~ ~ ~ \
~ ~ \ 1 \ 1 ~ ~.v~ 1 ~ I l r , A \ ~ _ F _ -n - / ~ EB \ ~ \ ~ A
1 1 I ~ 1 \~1 \ ~ ~ ~ 1\ I \ WETLAND DETENTION CONSTRUCTIQN SEQUENCE:
1 \ 1 11 _ l 1 ~ _ v 1 \ ro- - 1 I l ~ ~ t ~ 4 ~ \ ~ 1. Stake the limits of the area designated for the extended detention wetland.
1 1 I t I l I , 1 I I 44 \ 6 ~ 2. Install slit fences, silt basins, diversion ditches, etc. necessary for erosion control.
~ 1 I I 1 0 ~ 1 1 11 1 s - I ~ 3 1 ~ ~ < 8 ~ I 1 v
I I Iv \ ~ ~ n. ,i 1 1 ~ 3. Call Mecklenburg County Engineering Department for inspection. Do not start grading until erosion control devices have \ ~ been approved.
! I 1 1 1 1 1 l I I
~ I 1 1 i ~ ~ / / ~ / l I I o 4. Begin grading. All cut shall be stored on site as designated by owner.
- 1 I v I I o 1 1 ~ l ~ 1 1 W . ~6 ~ I 42
I )I a i .6 i i l W 5. Upon full atabnitatlon of the site begin fine grading for the extended wetland.
/ I / l I/ W W I ~ ~ / ~ ~ / / W W W 1 / \ N N N N Q \ 6. Create Marsh areas (0 to 9) and (9 to 1B
/ V ~ , 6 W W I ? ~i
h ~ ~ / i ~ / W 7. Construct micro pool and spillway.
~ ~ ~ ~ / cu I i i ~ A ~ ~ / / ti S i H ~ FES ~ NA r
~ W N i-' E f / ~ ~ W v In 640,0 M~tch Existfn / / / ? 69 ~ 9 ~ i 8. Seed with plant species provided by the Wetlands Consultant. :ch Existing d)'
% J~ ~ ! / w v. / 0 P CANTING NOTE: ~ \ FlNAL PLANTING SELECTION WILL BE BASED ON ON SITE HYDROLOGICAL CONDI110NS. TABLE II-2 OF THE STORM WATER $
r ~ o W I / ~ W ~ / ~ ry / BEST MANAGEMENT PRACTICE WILL BE USED AS A GUIDE FOR SELECTING WETLAND PLANTS. WETLANDS C SU TANT / / ON L
; ; / / ~ b' W / i / / / / / ro ~ ~ ~ / /X ~ W v- 1 l \ v~ ` WILL SUBMIT DETAILED PLANTING SCHEDULE TO NC DWQ.
M ~ a o 18 W ~ ~ / I N / WETLANDS SEEDING SCHEDULE: ~
/ ~ / 0 E ~ I \ BASINS SIDE SLOPES OUTSIDE MARSH ZONES AND ABOVE THE PERMANENT POOL ELEVATION SHALL BE SEEDED AS FOLLOWS: W
/ r~ / ~ / / ~ ~ / W 20 ~ / ~ a ~ 0
U WETPOND CONTOUR NOTE; ~ ! / ~ / ~ ~ ~ 0 ~ W W C / K-31 FESCUE AT 300 LBS/ACRE . o ADD 30 LBS ACRE OF ANNUAL TYPE
% ~ / / ~ ~ W W W ~ C NT R WN N THI DRAWING W RE FURNISHED BY AN / ' ~ ~ / ~ ~ / / ~ W ~ ~ 0 OU S SHO 0 S E O J / FERTILIZER: 10-10-10 AT 1000 LBS/ACRE
~ AERIAL TOPOGRAPHY DONE FOR MARTIN MARIETTA. THE EXACT / i / ~ / W _ - LIME AT 4000 LBS/ACRE
~ ~ / i ~ DATE OF THE TOPO IS NOT KNOWN AND CHANGES MAY HAVE ~62 ~ ~ / - / , ~ % ~ W STRAW MULCH AT 1/2 TON/ACRE ` '
~ OCCURRED SINCE THE DATE OF THE SURVEY. CONTRACTORS - ~ , , 6 - i ~ ; / / / 0 ADD 540 LBS/ACRE OF 0-20-0 SUPERPHOSPHATE ~ FESS~ •PO y~ •
- SHALL UERIFY THE EXISTING CONDITIONS AND ELEVATIONS - ! ~ tx / ~ / 6 ~ •Q r THE GRADING CONTRACTOR SHALL PROVIDE PERMANENT SEEDING FOR ALL DISTURBED AREAS P N = r U 0 COMPLETION OF - ~ ~
c PE F ~ h ~ R ~ / _ PRIOR TO STARTING ANY WORK IN THIS AREA. THE SHA 0 , h5 6~ o z 9 9 ~ CONSTRUCTION ACTIVITIES, i 4 ~
THE PONDS MAY NEED TO BE CHANGED IN ORDER TO 5 ~ ~ _ . - . .
U ACCOMMODATE THE EXISTING CONDITIONS. CONTACT P.E.A. OF 5~" / ~ ~ NORTH CAROLINA (704-377-4349) WITH ANY DESIGN CHANGES - ~ ~ ~ ' ~ '
, F ° THAT MAY BE NEEDED. ' " - - ~ ~ ~ ~ O Z ~ R ~ IK
/
Q _ / ~o ~ ~ ~S
w _ F ab ~ I a ~ _ ~ ~
• • •
F~ i h ~ ~ I Q. 01'
o ~ ~ / ~ No C rth nroline
d i / o o / 1409 East Boulevard ~ ~ GRAPHIC SCALE
a ~ S ~ i I e ~ , ~ Charlotte, N.C. 28203
. d 1 o~ y 1 \ ~ ,o o zo b 1m uo [phone] ~ ~ ~ No. By Ck. Description Date
/ is o, / a 7 1 ~ MAIL; ol. om Revfslone
sy~ / Concr - ete S ill via
_ M p t , Y J e~~ / IN !'61;"I' 0
See Detail r I on I ~ N r I ~ n / ~ / i i~h - ~ ~ 1608 EAST 60ULEVARD
i Sheet WET- I ~ - N ~ I N - - ~ CHARLOTTE N.C. 28203 704-3741440
1 cAUTIONn l
~ The locations and elevations of exietMg CALL underground utMRia at shown on this tit
~ ~ I I EFORE YOU DI SCE 1 1 r~ drawin are on APP XIMA N ~ 1 . ~ RO TE o orontee A
I I i t..I1Fur •w,r..y..A e. I~nv,11.~1 e. . ~ Tn n A'lAA CAQt IAIhC~[AIhCAInC L]I 111'1 rt~r~ m
U _ ` .,.r- - - - V uvvv L-nv i i i w"r "i wcnvc UL. V v 1 1 completenea of occuracy thereof. The ) 1 11 CHARLOTTE
o i 1 ~ contractor shall be exclusively responsible MECKLEN9URG CO. N.C.
I 1 i ~ 1 for deterrninin the exact utility locations 00-632-494 f , I 9 y VOID U Ll DES. C.W.P. SCALE 1" = 40' JOB NO. and elevations prior, to the start of construction AMAGE
a DN. C.P. CK. C.W.P. DATE 2/25/2003 01-001 DWG. N0.
0 _o
N
3

TOP OF BERM 644.0
CONCRETE SPILLWAY :1 SLOPES
3;1 SLOPES ~ TMiS ALL AROUND :1 SLOPES ALL AROUND
845
I ZONE F AY
A ONE
640
635
630
WET LAND S! 401 GRO UR
MAR 0 3 2003
?NATE R QUA IITY SE CTION
Planting Plan - Usg of Existing Soil
Soli from the proposed wetpond areas will be stripped and stored as feasible for utilization in linin stormwater wetpond site. Usin these existin soils should hasten the develo ment. of ve etated ~ ration in lining the extended
9 9 P 9 soil conditions. This is also an excellent use of an important natural resource. f vegetated cover and hydric " FILL CMU WITH 6 4~_O" 8
CONCRETE
It is expected that herbaceous and scrub/shrub wetland species will rapidly volunteer in the area. 6~ 30' 6' in the area. Supplemental 3"4 Orif(ce
plantings wilt be selected from Table 11,2 in the stormwater Best Management Practices, NCDENR, I ~s, NCDENR, November, 1995 °
based on actual field conditions. To of Woll c p I - _ - Elev. 64250
varies ~ ~ ~ ~ -1 I I =ITI_ ' ~ - -
Emergent Zone Schedule 0 -III-III-I . ~ ~ - - _ _ - ~ I-I I ~-I I1-
~atonicol Name Common Name Size Notes 4"0 PVC with Cap ~ II I~ ~ ~ ~ ~ -1 I=~T I I-~
Rushes edges* 4" Concrete with
4" CONCRETE SLAB IMTH 12' FOOTING 8x6 WL4 x W1.4 W.W.F.
Juncus effusus Smooth Needle Rush 2 yr. peat pot 3' 0/C. sxs W1.4 x W1.4 w.w.F.
Scirp. americanus Common Three Square 2 yr, peat pot 3' 0/C. SECTION A - A EMERGENCY OV ERFLOW
Acoris calamus Sweet Flag 2 yr, peat pot 3' 0/C.
WEIR DETAIL ( 25 to 100 year Flood Storm )
Shallow Water Plants
Peltandra virginica Arrow Arum 2 yr. peat pot 3' 0/C.
Sagitaria latifolia Duck Potato 2 yr. peat pot 3' 0/C. Screen Trash 3 Erev.844.00
Saururus cemus Lizard's Tail 2 yr. peat pot 3' 0/C. Rack 11- I:mer
Nuphar luteum Spatterdock 2 yr, peat pot 3' 0/C. Elev. 642.50 " gency Sphlway - 3 4 Concrete with RIP RAP
1 Inch Storm Elev. 842.00- - - - - 1 Bx W1 4 ~ 6 x W1.4
Permanent Pool Elev. 640.00 A Welded Wire Fabric
General Notes for Herbaceous Zones Oririce for draw ow t ' 18"m HDPE N ? d n of inch storm- - ~ ~ , Elev. 839.50
4" ~ PNC 30' - 4"a 2 HOPE 0 2.0% t
1. Roots may be substituted for pots or containers, however spacing shall be reduced to approxim~ - S.F or less, Changes shall be reviewed for approval with the USACE a;,d NCDWQ. to approximately 1 each per I ~ EL 637.0 ~
2. Area shape, water depth, and drainage pattern of littoral plantings may vary due to actual site N 1~' r M ~ actual site conditions. Minor 8" CONCRETE COLLAR
modifications are allowed in accordance with plan objectives. A INV, s38,oo COMPACTED EARTH INV. 637.4}
3. For littoral zones, depth of planting area should not exceed 3'. At least 50% of the area shoulc foot in depth. area should be less than 1 4" CONCRETE SLAB MATH EMERGENCY DRAIN PIPE MrTH VALVE
6x6 W1.4 x W1.4 W.W,F. 4"0 PVC VNTH SCREW-ON CAP
4. If a livable, the littoral area should have a minimum width of 10' feet. The maxi I PP mum s ape is 3000 PSI CONCRETE, um slope is 4:1. The preferred
slope is 8:1 to 10:1.
5. Plants should be spaced 2' to 3' apart and grouped to decrease competition between species. yen species. Plantings to be placed
in naturalized patterns and clumps. An equal proportion of each species shall be used.
6. The area should be planted when the soil is moist or saturated but not inundated. .
7. Soils shall be topsoil or silt/clay laden and are to have a minimum of 40~ or anic content. Da 9 content. Do not use soil from a
wetland or bottomland if it is populated with cattail or other undesirable species. In that case, obt gat case, obtain soil from an
upland source.
8. Plants below the water surface or in saturated soil will re uire hand- lantin , q P 9
9. Timin of emer ent lantin s ecies should be verified based on final selection and I 9 9 P 9 P pant type, plant type.
~ The contractor may make minor field modifications to not plant emergent species in deep water. S leap water. Species that can
tolerate these deep water depths will colonize deeper water after bein lanted in shallower zones. 9P lower zones. ,
Fertilization -Herbaceous and Woody Plant Species
0 1) Use Osmacote fertilizer or approved equal. For spring planting, use 18-6-12, ei ht to nine moni ® M 0
~ g Z For winter and fall planting, use 16-5-11, twelve to fourteen month release. to nine month release. ~
m CV
a 2) If plantin is under water, use A riform 20-10-5 two ear release 10 ram lantin t I t 9 9 Y 9 P g ob ets. ,.n ~ ~ tablets.
iii ii6,` W
U 3) Fertilize at time of planting U i i~~~~~
C • ~ 0 ~0
~ R f F 'I' f v H PI ' I ec~mmen e~ ~u~ntities ~ erti izer •r ~ri~us err~ceous ant Nateria arbi h) .Q~ y~~ ,
0 ~L~AI e:e
~ Dormant propagule 15 grams Osmacote or 1 ea. 20-10-5 10g Agribrm tablet s rowin bareroot 15 rams Osmacote or 1 ea. 20-10-5 10 A riform t bl t
~ g g g g g a e
z container/fiber pot 30 grams Osmacote or 3 ea. 20-10-5 10g Agriorm tablet a plug (seedling) 15 grams Osmacote or 1 ea. 20-10-5 10g Agrifom tablet
Q plug (collection) 30 grams Osmacote or 3 ea, 20-t0-5 10g Agrifom tablet
w
a R fF I f v W I
0 • • •
~ 1 quart container 30 grams Osmacote or 20-10-5 10g Agriform/Nanufacturer rate
0 1 gallon container 90 grams Osmacote or 20-10-5 10g Agriform/,Aanufacturer rate a * 30 additional grams for each additional gallon ~'oi'th Ciro r~
~ plu (seedlin 15 rams Osmacote or 1 ea. 20-10-5 10 A rifom tablet GRAPHIC SCALE 1409 Eost Boulevard
a 9 9) 9 9 9 Charlotte, N.C. 28203
~ ° so so 's0 x'0 704 377-4349 No. B Ck. Y Description Date
N Revielom MAIL: L om
M O cam) D 0 co s
O N co co i lnab - so n, 160 8 EAST BOULEVARD
N
N CHARL0ITE N.C. 282 70~-374.1 03 440 CAUTIONI l l '
3 the locations and elevatlona of exlatfng CALL
c underground utNkla as shown on thla
drawing ore only APPROXIMATE. Ne euernnteR EFORE YOU DI r!T,e~~ m('w'nm~
Is either expreeied or Implied as to the + + va.resa0al s v 1 v to
U com lateness of accurac 9300 EAST INDEPENDENCE BLVD P y thereof. The
0 0 contractor shall be exclusively responsible T CHARLOTTE MECKLENB 00-632-494 URG CO, N.C. Er 2 for determining the exact utility locations AVOID U11U
0 and elevations prior to the start of construction DES. C.W.P. SCALE 1 = 60 J06 NO. AMACE
0 o DN. C.P. CK. C.W.P. DATE 2 5/2003 01-001 / DWG. N0.
N
3 0
D

non ~ ~/-U:~- ~ , ~riLJ LJ ry.
6. i ~ ~ . ~ ~
~ _ c~, ~ ~ N {j 0 ~ ~ ~ Tax I.D. 193- 1 231- L
~ 6.5L3 ~ ' - ~ d~ 0 74
~ I ~ ~ r, SOP ~ Q~5
~ ~ ~ ( ~ _ 0 . ~ I I - 1 6 1 1 h~, 0 1 ~ ~ 1 pR N 5
~ ~A k' I 52 ~ ~ I i ~ 3 fi I I ~ ~ of S~ ~ ~
(n a ~ ~ ~ ~ ~ v ~1 ~ 1 69 ~
' ~ ~ ~ i ~ 6 1
~ ~ r ~ol i ~ 1 6i H~ _ .8~ ~ ~ 0 668 Q.
- ~ I c~-- - ~L
' - ~ - - 9 I ~ - _ ~ 1 of
f ~ ~ ~ s \ S v ~9. ti ~ ~ rn 1 ~ AF
~p rn , ~ ,n do ~ Fy
~ 6,l 0 r 65 ~ G ~ J \ 0 66~' 66 ~ 66~ ~0 666 ~ p ~ Z F
a ~ ~ -Y ~ N 49• t 6 ~ ~ 6 ~ u I o ~ 'o
\ - "o\ ~ ~ ',-664 r' ~
- \ ~ ~ ~ \ ~ ~ / - J i- ~
\ ~ ~ ~ ~ ~ ~ \
\ ~ s / / 6 \ / 1 ~t ~R ~ J 1 , , ' ~ 662 ~ .
- ~of ~ 6 ~ ~ / O
rh"'~ CA
To 66 . ~ ~ ~ A \ 1 ~ ~ n ~ v / ~
~ ~sti V \ / Inv 657.14 1 ~ ~ \ , / 4 ~ n / .ice " 51 ~ "
6..9 out ` ~ ~ ~ \ • City opo R-35136
~ ~ \ _ r i
3 _ , , 6 5
s ~ ~ 0 ~ sr, I •0 ~ ~ 3 W 1 2 ~ .g • - M
~ sfi \ ~ ~ I / / per . 5 ~ W / '6 R DESIGN NARRATIVE:
1) ~OUt ~ ~ or ~ 9 ~ e • d by . The extended detention wetland basin shown was desi ned to miti ai - ~I(12 9 9 e the
I' ~ SSA ~ a"'9 ~ I h x• o ~ ~ ~ ~ in - W impacts of storm water quality and quantity that occur during the "onstruction of
ki ~ J r - s halt o ~ / - ~ ~ this commercial site. This and tem orarn stores storm water run., ~ P P Y ff in shallow pools that create growing conditions suitable for emergent and riper: I
~ ~ v _ _ m n~ ~ 1S ~ Q an pants. The runoff storage, complex micro topographic and emer ent plants g in the storm
1 ~ ~ ~ ~ \ ~ ~ . rivew Y o ~ °h" d / \ ~ ~ 9 ~ ` \ ~ water pool form an ideol matrix for the removal of urban pollutants when
~ ~ ~ A \ ~ i designed and constructed to ,he guidelines in Storm Water Best Ma~.a ement
~ . ~ ~~i,' ~ A Practices, NCDENR, Aprli 195. The extended detention wetland will , g emove the required 85X total suspended solid (TSS).
~ ~ ~ 1 i • , o ~ ~ 665 ~ _ f f ~ ~ ~ 401 GROUP ~ LANDS 1 WET
_ 6 I _ 1 ~ ~ ~ _ '-G ..r V - 1 / - ~ _ 1 ~ a l I
I 1 ~ 11 J1 I ~ M 1 / ration ~ o 1 ~ ~ E.56 MAR 0 3 2003
_ ~ _ ~ s / ~ ~ ~ ~ _ - ~ _ A ~ 6~ ~ ~ ~ ~ / / 1 SITE DATA: \ ~ Approx, location 24
~9-- ~ ~ \ V ~ ~ ~ ~ 1 i _ Inv ` J / ~ I \ ~ .642:6,.. s ~ \ ~ iii l ~ 1 I P A AREA: 1 D per CMUD customer ,DRAW. GE 4.35 Acres (90X IMPERWOUS)
2_- ~ 1 ~ ~ ~ iii ,1 \ i/ TE All E service ma
on} ~ ~ ~ _ _ A SURFACE AREA /DRAINAGE AREA RATIO : 3.74X (3' DEEP POOL) •r~54 K, Mar •
~ ~ ~ ~ ~ ~ ~ ~ ~ / ~ tin Water s, J r. , f , READ SURFAREA. 3.74X « 14,35 Acres =0.537 Acres (23,400 Sq. Ft
I L - ~1 -T r ~ Doroth ) 1 N. Wa y ters
~ ~ ~ \ / / 1 1 v / ~O / Deed SURFACE AREAS DESIGNED• Book 74 2 7 P ,
~ , 1 \ ~O ~ ~ I ~ 1 1 / / / g FOREBAY 1 N 3510 sf (15f) / Lot 6 M "
I I ~ / I B 25 P 6 MARSH AREA 0-9 8 g ( ) 200 sf (35X) 652 MARSH AREA 9-18"
\ ~ 1 ~ ~ / i I ~I ~ ~ Ta X ~ , D ( ) 8200 sf 35X . 193-2 - ( ) 31
~ ~ ~ ~ / I ~ ~ ~ i 1\ 1 I ~ / ~ NORMAL POOL 3510 sf 1 (5X)
1 i / 1 ~ ~ ~ ~ ~ I ,9 / \ ~ / ~ 1" STORM VOLLIh~;;
1 I i I O IAA To 6 1 ~ I ~~o ~ S-~ ~ ~ / Rv = 0.05 +,009(1) i = 9pX
. ~ ~ ~ I ~ ~ ~ krv 42.3 . ~ ~ 0 68 2~n / I I \ 650 Rv - 0.05 +.009(90) = 0.86 In/in
~ ~ ~fi4(~:65 / ~ ~ ~ ~ 1 _ ~ . , ~ ~ \ " Vdume = t Rainfall + Rv « 1 12 «
i ~ ~ ~ I ' ~ A ~ v / ~ ~ Drainage Area - / \ \ Vdum - « « e - (1) (0.88) (1/12 « 14,35 = i. -
, / i ~ .A~ 1 I ~ ~ ~ 1 ( ) 028 Ac Ft \ ~ ~ Vdume = 1,028 « 43 56 ( ) 0 S Ft A = / q / cre 44,800 Cu Ft
i ~ I / ~ ~ P / ~ i ~ 1 I . \ M
~ ~ ~ 4 ECK e LF r 1
/ ~ ~ / i , \ I Storage depth = 2.0' CD ~ . \ ~ Storage Volume = 44 800
~ 1 c ~ \ \ Cu Ft \ Maximum outflow rate 2 Da -
I \ 1_ ~ 1 1, ~ m ~ ,r ~ 6 0 ~ ( Ys) - 44,800 48 = \ Owe / hours 0.26 cf Diameter 3 ~ s
~ ~ , , 1 ~ ~~A 1 6 46 ~ \ 4 Average 'H' of store e _
1 ~ 1 1 / ; ~ ~ \ \ - F _ I -n / ~6 6 g above Orifice _ t,0 ~ \ Average Orifice flow =p, 28t cfs
OR ~ 1 1 EB i I \1 ~ 1 ~ , ~ 1 I ~ ~
~ \ ~ 1 1~1 ~ 1 / 1 I 1 i 1 rc- - l l 1 _ \ \
I ,1 ~ 1 1 I 4 ~ I ~ 1 II ~ c~ I ~ ~ N
1 I ~ 1 I 1 I I I o ~ 1 - - \ f• Stake the \ 644 limits of the area desi ~ gnated for the extended d
. ~ I l l I < 6.;' . 1~ ~ I 1 / 8 I I ~ ~ etentfon 2 MetaA silt fences wetland.
~ l 1 I ,1 1 II ~ \ 1 1 ~ silt basins, diversion alt ches, etc. necessor f
l I I 1 i I / I I 1 1 I ~ Y or ~ _ a CaN Mecklenburg Count En onion control,
~ I I I ~ ~ 1 ~ ~i l 1 1 \ o I been approved y gineering Department for i • nspection. D
,6 , ~ I 1 ~ o i I 2 l 1 I ~ / ~ W a 6 ~ 1 o "°t start gradin un 4 4• 9 til erosion control devices h
l l I ~ ~ , ~ / I l 2 ~ 9radin .All ove 9 cut shall be stored on s \ ite as das(9nated b o
/ / / / / ti ~ ~ 6 , / ~ / ~ t 5, y wner. Upai gull stabilization
66 ~ 6 , Y / / / ~ 1 ~ \ of the site begin fine r O adin 9 g for the extended wetlan
/ ~ 1 ~ / / ~ ~ W ~ A ~ ~ 6• Create Marsh areas d. I (0 to 9) and 9 to "
~ / ~ S ~ I / ~ O ~ FES N ~ E ~ ( 18 ~truCt mkxo pool an
/ / / ~,W / / f / 69 ? 640. / ~ i ti 0 Mach ' ~ ~ ` d spillway. tch Existing g, S
Q ~ ~ W e i l f S ~ ~7 p ~ ~ eed wRh Olant ~ R species provided by the Wetlan
/ , ~ ds Consultant. / \ ~N
~ ~ / / W a W / / ,d / / M ~ , / ~ / / / i ~ ~ / / / / ~ Q „ ti to / I FINAL P ~ / LANIINC ~CT10N NALL
/ / / ~ 18 W ~ ~ BEST MAN ~ BASED AGEMENT ~AC11CE WILL ON ON SITE HYDROI,OgCA ~ ~ wiu eE usED As L coNDrnoN
/ , / , / a ~ ~ E ~ ~ / 200 E ~ WETP /h / / / / w , ~6 ~ SUBMIT DETAILEp PUINIIN A GUIDE FoR SELECnN S• TABLE II-2 OF TH G SC G WE E STORM ~ ~n i HE9UlE TO NC D TLAND PLANTS, WE WATER
OND CONTOUR NOTE: ~ ~ / / / ~o / / , ~ / / / / i ~ / t WQ TLANDS CONSULTAN ~ T coo ~ BASINS SIDE
/ 0 / / ~ LL 0 ~ ~ CONTO ~ ' i - / / ~ W O o URS SHOWN ON THIS DRAWING WERE FURNISHED BY AN / ~ / / / SLOPES OUTSIDE MARSH O ZONES AN ~ D ABOVE THE PERMANENT
i / W l `m AERIAL TOPOGRAPHY DONE FOR MARTIN MARIETTA. THE EXACT - ~ ~ / ~ K-3t FE POOL ELEVan CV SCUE AT 300 LBS/ACRE ~ SHAII BE SEEDED A
U DATE OF THE TOPO IS NOT KNOWN ANO CHANGES MAY HAVE / ~ / ~ ~ ' ~ ~ ~ ~ W - ~ qpO ~ S FOLLOWS, aD - LBS/ACRE OF ANNUAL TYPE W
~ OCCURRED SINCE THE DATE OF THE SURVEY. CONTRACTORS 66 i~ ~ ~ FER1~iZER: 10-10-10 AT 1 I o0o LBS A / CRE LIME AT 4000 LBS/ACRE
SHALL VERIFY THE EXISTING CONDITIONS AND ELEVATIONS - ~ ~ ~ ~ / ~ p0 ~ ~ ~ - ~ - / f / S1RAiN MULCH AT 1
~ PRIOR TO STARTING ANY WORK IN THIS AREA. THE SHAPE OF ~ 5h ~ ~ '`1 6 Ql o ~ 6 6`~ - ' THE PONDS MAY NEED TO BE CHANGED IN ORDER TO ~ 1. - /2 rON/ACME ADO S00 LBS/ACRE OF 0-20-
U ACCOMMODATE THE EXISTING CONDITIONS. CONTACT P.E.A. OF - ~ ~ 9 l 0 SUPERPHOSPHATE
~ ~(J" / o b THE , ~ cRAol~c c , ONTRACTOR SHALL PROVIDE P EgS / ' CONSiRUCTiON ACTIVITIES ERMANENT SEEDING FO r OF ~4
o NORTH CAROLINA (704-377-4349) WITH ANY DESIGN CHANGES - - ~ ~ , ; - z THAT MAY BE NEEDED. / ~ _F' ~ a- r O R ALL DISTURBED AREAS ` ti
R o ~ ~ ~ _ _ / ~ UPON COMPLETI • 4 ON OF a ~
d _ ~'h ~ / ~ / w _ 46 i ~ d
a _ . 6 ~ ~ ~
/ - I / ~ I a 'ti~ \ ~ ~ ~
r I n I ~ / -
~I,, ~ i
~ ~
~ ! ~ ,I o d ~ ~ Q ~
a ~ S Io 1 • • •
a ~ ~1`' .y l o ~ 0 / ~ GRAPHIC SCALE North
o ~ \ 0 N ~ , M S~ / ~ ~ CeroliA / o , e ~ " r ~ Aso 1409 East Boulevard
Con o , M Crete S it Iva o p e Y t10 Charlotte, N,C.
N / ~ ~ Seed ' ~e etail on No. By Ck. 28203 D~ptlon, (704) 377-4 4
N e N ~ ~ ~ Date 3 9 ~ ~ R"+stone MAIL:
Sheet c, WET-2 I ~ _ _ m - ~ n 1 inch = ~0 SJ ft,
3 ~ I f 160 f 8 EAST B OULEVARD
/ c~utial~n CHARLOTT
I ~
U I wwwa ana lima of e3" 9 ~ vatX7 /4.1440 undlrWroand utwitlee a shown CALL
I CD on thN DE I dro"q are onlY A M.VMA'M. No
o - -r- 1 ie ~ expressed or knplied as t#arontee YOU DI to the IN Tim NtNNee SCOTT
Of C c ooairacy thereof. The D onbaetor shall be aduehrolY reeoarible S 0 9300 EAST IN
0 o ~ N for dielMmini DEPENDENCE ng the acct utwit CHARLOTTE NCE BLVD arM Y locations 632-494 done prior to the start MECKL
3 Of construction ~ MI-1 ENBURG DES. C. CO. N, W.P. C. WET-i
SCALE 1 = 40' JOB-- DN, C.P. B NO.
i CK. C.W.P. DATE 2 25/2003 01-001
DWG. NO.

TOP OF BERM 644.0
C4NCREIE SPIU.WAY :1 SLOPES :1 SLOPES
3:1 SLOPES ~ DETAIL THIS SHEET ALL AROUND ALL AROUND
845
MARSH ZO MARSN ZONE F AY il8
840
835
830
WET LANDS 1401 GR
OUP
MAR 0 3 2003
~NATE R QUAIi TY SECTI ON
Planting. Plan - Usg of Existin~Soil
Soil from the proposed wetpond areas will be stripped and stored as feasible for utilization `or utilization in fining the extended
stormwater wetpond site. Using these existing soils should hasten the development of veg~ ment of vegetated cover and hydric e» " FILL CMU WITH
soil conditions. This is also an excellent use of an important natural resource. 4 -0 9 CONCRETE
6' 30' 6'
It is expected that herbaceous and scrub/shrub wetland species will ra idl volunteer In the P Y unteer In the area. Supplemental 3'o Oriflce
plontings will be selected from Table 11.2 in the stormwater Best Management Proctices, NC Practices, NCDENR, November, 1995 °
based on actual field conditions, Top of NbA ° - - Elev. 642.50 - -
Emergent Zone Schedule Varies _ - :r ~~TI - _=III=111- - -~-11- ,
Botanical Name Common Name Size Notes Cop I ~-I I ~ l ~~~T I i_
R fishes/Sedges 4" Concrete with 6x6 W1.4 x W1.4 W.W.F.
4" CONCRETE SLAA WITH 12' FOOTING
Juncus effusus Smooth Needle Rush 2 yr. peat pot 3' 0/C. 6x6 WL4 x Wt.4 W.W.F.
Scirp, americanus Common Three Square 2 yr. peat pot 3' 0/C. SECTION A - A EMERG N Y E C OVERFLOW
Acoris calamus Sweet Flag 2 yr. peat pot 3' 0/C. WEIR DETAIL
Shallow Water Plants ( 25 to 100 year Flood Storm )
Peltondra virginica Arrow Arum 2 yr. peat pot 3' 0/C. Screen
Sagitaria latifolia Duck Potato 2 yr. peat pot 3' 0/C. Trash 3 Elev. 844.00
Saururus cernus Lizard's Tail 2 yr. peat pot 3' 0/C. v 4 Rack t ~ Emergency Spniway Ete . B 2.50
Nuphar luteum Spatterdock 2 yr. peat pot 3' 0/C. = 3 4' Concrete with RIP AP - ~ 1 Inch Stem Etev. 842.00- - - - - ~ 1 8x8 WI.4 x WI.4 R
A Welded Wire Fabrlc Permanent Pod Elev. 640.00 - - ;
Orifice for drowdown of t inch storm- - t8"e HDPE ~
General Notes for Herbaceous Zones Elev, 639.50 _ 4" ~ PVC 30' - 24"~ HDPE 0
1. Roots may be substituted for pots or containers, however spacing shall be reduced to a educed to a roximatel 1 each er 2'0~ f ~ I , PP Y P ~
S.F or less. Changes shall be reviewed for approval with the USACE and NCDWQ. EL. 63 .0
A N wy „
2. Area sha e, water de th and drains a attern of littoral lantin s ma var due to acts P P 9 P P 9 Y Y ~ due to actual site conditions. Minor ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ~ ' ~ ~ , , 8 CONCRETE COLLAR
modifications are allowed in accordance with plan objectives. A INV. 638.00 COMPACTED EARTH INV, 637.41
3. For littoral zones, depth of planting area should not exceed 3'. At least 50~ of the area of the area should be less than 1 4" CONCRETE 5LA8 WITH EMERGENCY DRAT
foot in depth. N PIPE WITH VALVE
8x6 W1.4 x WI.4 W.W.F. 4"d PVC WITH SCREW-ON CAP 3000 PSI CONCRETE.
4, If applicable, the littoral area should have a minimum width of 10' feet. The maximum s maximum slope is 4:1. The preferred
slope is 8:1 to 10:1.
Y
5. Plants should be spaced 2' to 3' apart and grouped to decrease competition between sl in naturalized patterns and clumps. An equal proportion of each species shall be used. ~n between species. Plantings to be placed
be used.
6. The area should be planted when the soil is moist or saturated but not inundated. . ndated. .
7, Soils shall be topsoil or silt/clay laden and are to have a minimum of 40~ organic cons organic content. Do not use soil from a
wetland or bottomiand if it is populated with cattail or other undesiroble species. In that c es. In that case, obtain soil from an
upland source.
8, Plants below the water surface or in saturated soil will re uire hand- lantin .
q P 9 9•
9. Timing of emergent planting species should be verified based on final selection and plan ion and plant t e. YP
The contractor ma make minor field .modifications to not plant emer ent s ecies in dee ~ Y 9 P P :ies in deep water. Species that can
tolerate these deep water depths will colonize deeper water after being planted in shallower r Fertilization -Herbaceous and Wood~Plant Species in shallower zones.
~ - 0 ~
0 ~ 1) Use Osmacote fertilizer or approved equal. For spring planting, use 18-6-12, eight to nl eight to nine month release.
~ For winter and fall planting, use 18-5-11, twelve to fourteen month release. z u~
a~ N we, ~
0 2) If planting is under water, use Agriform 20-10-5 two year release 10 gram planting tab t planting tablets. , ? ~ ~ ~ 4r ~
~ ~ ,a ir~~~~
~ 3) Fertilize at time of planting U • • 0 ~0
C QQ.
~ Recommended Quantities of Fertilizer for various Herbaceous Plant Materials (Garbischl c ~~1 s3 ! A L
0 ~ Dormant propagule 15 grams Osmacote or 1 ea. 20-10-5 10g Agriform tablet a~ e
~ growing bareroot 15 grams Osmacote or 1 ea. 20-10-5 10g Agriform tablet
o container/fiber pot 30 grams Osmacote or 3 ea. 20-10-5 10 A riform tablet
z g g w plug (seedling) 15 grams Osmacote or 1 ea. 20-10-5 10g Agriform tablet
plu collection 30 rams Osmacote or 3 ea. 20-10-5 10 A riform tablet Q 9( ) 9 9 9
ui
a Recommended Quantities of Fertilizer for various Woodv Sp.~cles,~Garblsch) 0
~ 1 quart container 30 rams Osmacote or 20-10-5 10 A riform anufacturer rate a 9 9 9 ~ rate 1~orth Cero ~ ~r rate
0 1 gallon container 90 grams Osmacote or 20-10-5 tOg Agriform/Manufacturer rate a " 30 additional grams far each additional gallon GRAPHIC SC 1409 East Boulevard
~ plug (seedling) 15 rams Osmacote or 1 ea. 20-10-5 10g Agriform tablet ALE Charlotte, N.C. 28203
a g e0 ~ s, eo ,:a ~ [phone] No. By Ck. Description Date
R~ a MAIL: I. om
N i~
M O } C c~~' DO S UC 0 CO.
O N 1 inch m 80 R 1608 EAST BOULEVARD
N CHARL0ITE N.C. 2820 104.374-1440 3
N CAU110NI11
3 The locations and elevations of existing CALL underground utNitia as shown on this
r c m drawing ore only APPROXIMATE. No guarantee ORE YOU DI
7 of accuracy thereof. The UJUU tAZ5 I INULPLNUENGE BLVD LT " wA completeness
U conlroctor ehdl be exdusiwl re oneble CHARLOTTE MECKLENBURG CO. y -632-494 N.C.
C) 0 for determining the exact utility locations VOW U11U DES. C.W.P. SCALE 1" _ ' and elevations prior to the start of construction 60 JOB NO.
0 AMAM DN. C. P. CK. C.W.P. DATE 2/25/2003 01-001 DWG. NO.
0 CD
N 01
3 0
0

~n,.rn~
DOUGHNUTS CHARLOTTE SUPER
SERVICE, LLP Approx. locution 8" IP i
CMU D per ~ w. i WI D customer service maps til ~ LLIAM J.
~ fD PLEASANTS PEP Bl I ~ PEP BOYS rp 74 ~0
COMMERCIAL I ~Q~S
NET LEASE water ~ ~ Approx. locution 24" DIP er . water vault ~ ~ A„ CMUD customer servi p vault~_ D ~ ce maps yP

- - - - - - - ~ water - - - - - -w- - - - w- - voult- _ _ r~~ ~r
- - -j- w- - -
n e - S en ence ~ ou var I
200 R W ' (per tax map) w
See D.B. 9356 P , 63 EXISTING ~ 2.5' ~ 9 4 urb Bc gutter
HYDRANT
I m - tl ~ ~^y~ l' ^
.e - - - - - _ T et ~ , xbt s~• r~) ees~ (s«r s~• Nwl ~ ~ ~O 2
W I _ ~ _ - - - ~ ~ ee1.00 Out a Y b ~ 1 'r... - - - _ # _ e7e.eo at ~ x ~O
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a / e ~t ~ ~ ~ ~ t~ ~ ~ ~ \ 1 inch = 90 tt. 1608 EAST BOULEVARD
~ ~ ~ G / , CHARLOTTE N.C. 28203 704-374-1440
~ ~ / I I c ~ '4 1
~ i ~ ? ~ ~ ~ CAU110N!! I n rr n ~ r~~r~t~r ~ rmtf t tin
The locations and elevations of existing 11 01 CALL lyrl~HUll~ t t V LALM-111i 0
I underground utilities as shown on this EFORE YOU I drawing are only APPROXIMATE. No guarantee D SCOTT CIARK TOYOTA
s / Concrete SPillwla M Is / either expressed or Implied as to the 9300 EAST INDEPENDENCE BLVD SW-2
completeness of accuracy thereof. The I STOP contrbctor shall be exclusively responsible 00-632-494 CHARLOTTE MECKLENEURG CO. N.C.
aR 1 See Detail on I o / ~ I _ -0_ for determining the exact utility locations VOID U11U DES. C.W.P. SCALE 1" =
1 Sheet WET-2 I 1 and elevations prior to the start of construction 60 JOB NO.
I I1 ~ ( AMAt,E DN. C.P. CK. C.W.P. DATE 2/28/2003 01-001 DWG. N0.
0