20030190 Ver 1_MAPS_20030219

3 Ut 3 Gf
a
I
Q. W
s,.a. ~ I < I, ~ 3,Gornus florlda - L5 ca I i per
I G f ,r
'l ~ ~ - ~ ~ 0 3 Viburnum C''J
~ i % rr z trilobum - 5 gal ~
I ~ ' e 3 Ga ~ H ~ container 3 Vt
~ ~ ' ~ , ~ ' ~W I Q ~ ~ _ ~
~ i ~ ~ I ~ ~Q - ~~r'~f ~ ~ - x 150 Vlnca major 0 J
~ ~ 'c 3~ ~ N a ~ seed I i n s 2' o.c. ~ 9 ~'i rn i~ A
~ j ~ I Gornus fforida - ~ ~ r, I z x~
8" See Grading planfor a a p e r ~ I I _~1~~ ~ ~ - ~ a
PONYING wall height " t ~ SUbd(difl ! EVEI I ~ 2~~. f0 ~ ~ fTYP.I IDEWALN ~ b r n z,.o,. x 3 u um ~o I ~
catch FFE 694.53 (TYP,) ; t r i I o b um - ~ ~ ~ I'~~ I Wx a
Basin ~ n. a 6. 9 o I - i 7- - - - - - - - W I ~ ~ , ~TVP~ e ~ I ~ i_ I~ container ~ , I ~ , ~
t W W a W I I - ' ~ ~ I i r$ t I ~ I I nn i 5 de I I~ : 0
' I' i I i I r ~I . ~ ~ i i wei ~ - - ~ ~ 5 ~ - 0 inca II I V m r I! 1 I a o I ~ ~ I I" I O
_ f _ 4°Subdraln to CB X29 \`~-4"Subdrain to C8 X29, , ~ _L_-. ~ 4' of a roved lantin mix _ Seed I n S 2 O.C. -L---I---~--~--- N
I I I! ~ I S bdrain B li t i~~ PP P 9 k - -1 I - I~ I I { F
4 I T ~ li' I _ I _ O
- - - - - -----G0d29 - _ - I,_ li - , I ¦ Z W W
- _ - - .r ~I- lI = - - _r. - I
i ~ O W O
~ ~ C~
X-SECTION A- 1 O
PLAN a ~ a
NOT TO SCALE ~ x
~ ~ x
~ ~
- - - - - an in an an ~
c .e ~c .e u e - - an In an an c e u e
I

I ~ ~ 'I 'I ~ I I,
1 i I I - ; ' i ~ i , I i
Gornus Florida - ~ ll % I _ ~ - L~_ ~ _ - I 3 Gornus florida - -
1.5 ca I i per 3 Vt - --~------i _ ~ _ 2 f caliper G
- - I Gf
_ i 1, ~ i3etula nigra I ! ~ I Gf ~ ~etula ni ra - ~ ~ g
~ f 'I I IG Mu I t i-stem - 2.5 I ~n I i ~ i a Mu I t i-stem - 2.5
caliper , g ~ ~ 2 6etula ni ra - ~ I ca l i er - ~ P
I ~ ~ Multi-stem - 1.5 ~
3 I Viburnum I ~ caliper ~ i 6 Ga l l carpa ~ fW
trilobum - 5 gal I ~ ; 5 G c I ~ ~ amer i cana - 5 ga I ~ ~ ~ ~ r ~ P.•
container ~ 2 Gornus Florida - ! '3 I~~ coma ne~ ~ ~
1,5 ca l i er 3 Ga 5 Galicarpa ~ y ~ ~ ~ ~ ~ ~ ~ 150 V i n c a major - ~
I americana - 5 aI i ~ 2 - ' g I I ~etula nigra ~ i
container II I _ ~I ~ Multi stem-2.5 ~ seed I i ngs 2 o. c. r / _ - ~ G, ~ ~V ~ / I~ , ; a ~ q y _ ~ ~ ~r
c a I i ~ I Per
• I _ n I~ Ian 150 Vinca mayor I
~ ~ seed l i n s 2 o.c. ~ 16 Ga I i car a 9 I P I III ~ ~ pi"ri
' ~ I - americana - 5 gal i I
I ~ ~ + fl.' i ~ container l 3 Vt 3 V. I ~ -
, I Gf ~ ~ v' ~ ~
i 6 Viburnum ~
~ trilobum - 5 a l 9 /
' ' ~ ~ container /I ~ ~ i ~ ~ ,
I ~ i
/ ~ ~ 300 Vinca ma or - 1 / ' ~ ,
seed I i ngs 2 o.c.
-
- an In an an c e u e BIO-RET - - ENTION BMP s B 4 ~C B 5 Pla ntln Pla n and Sche g tam - 41 1 Sche dole an In an an c e u e
I I
i, tails
I I it ~ X10-RErENrION MI,~Gl1 1
SPEGIFIGArIONS 1 i _ _ ii. ' - ri ~ ~
- - Fine shredded ~ !vi etula Ni r - shredded
3 ~ 9 a Other than s ecified hardwood mulci ~ ~n u P ~ ~ Multi-stem 2.5 here all AMP chips shall bf Nood mulch or
~ i caliper s shall be
~ specifications shall free of debri. Gf ~ be er the latest weeds & weed of debris, s & `Need
3 P Gornus ammomum edition of the seeds, fine si fine si Its
-O al container ~r ~ ~~l g NGDEI~NR "storm Water and I urge stor large stones.
~Ii ~ . j . ; Hest Mana ement Mulch shall b h Shall FABRIC SHALL b e HAVE A 6 LAP - g}t /a
`,i 3 V i b u r n um ,g Practices manual from an appro~ 3 Vt ` an approved NOTES: ;~`~;V~~~%~~~
~i ~ Gornus florida - I E; t trilobum - 5 gal , source that he provided by the Nu C e that h a S A MINIMUM OF 6" FROM OUTSIDE DIAMETER OF PIPE TO SIDE ' ~V ~~;i~ ~ b~°~ " ' ~ ~
„ container , 1.5 caliper '3 Ut De artment of verified its 6 OF TRENCH MUST BE ALLOWED FOR WASHED STONE. THE ` ~ , t`.~ f l e d i t S METHOD OF COMPACTING BACKFILL MATERIAL I ~ ~ "~'~x'`-
il, P ' r'' nv i t a i n rocess S SUBJECT TO y ~ ;ta ~a p r a C e S S t 0 APPROVAL BY THE APPROPRIATE CITY COUNTY ENGINEER. / M-~"
S0 V i _ E onment and 9 9 P _ I nca mayor be a li3etula nigra ~ Natural Resources, t a minlm~ I , AN APPROVED FILTER FA RIC ~ r; S t a m I n I mum 0 f B SHALL. BE PLACED AROUND , x n;
seed I i ngs 2 o.c. Multi-stem - 2.5 r Division of Water six months. Thi STONE AND OVERLAPPED 6" AT TOP WITHIN STREET RIGHT ~ ~ X78 M WASHED STONE ~ ass n0 n t h S. The OF WAY. PIPE SIZE T H `~~:~5 ~=U~"~ e'~ 0 BE S OWN ON PLAN (MINIMUM 4" PIPE). 6„ r~~
~ 3 G caliper I Quality, Water mulch layer sl h I a y e r S h a I I PIPE TO BE SCHEDULE 20 OR 40 PERFORATED PVC. ~
~ be installed ~ ~ ~ I ,r~ Qual Ity Section. , ~sta I I ed at a 6„ ~
5GaI icarpa 5 Ga I 2 -3 t h l cknes~ t h i ckness %i~ ~ cw~~
americana - 5 al 9 ~I ~ PLANTING SOIL before ground e groun SPECIAL NOTE; r~~ vARiES -
container cover is ' I S 4" MIN. ~ T PREFABRICATED DRAINAGE MAY BE USED WITH APPROVAL OF SCaIe;; N I S
~~~~r AI i instal led. Mule ~ I ~ o-Retent Ion I ed. u ah CITY/COUNTY ENGINEER, 6~~ ~
150 Vinca major - ~ shall be apprc Areas to have I b e a p p r o V e d APPROVED FILTER FABRIC--- Dater 17 APRIL 2003
seedlings 2 o.c. ~ a roved Sand Loam on site on a ~ P P y P t e o n a e r ~ _ _ p ~ Pro' ct I~ 0 4- ~e No.: 0 05
to soil cont i load basis ri p a Wing a P basis prior __T____ ~
maximum of 20% la to installatic ~stal Iat ion. s" ~ ,i - Revisions.i ~ _ .
Soil shall be free of ` I 21 APRIL 2003 PER MULTIFAMILY
t~~' , debris, weeds & weed ~ ~ , ~.11~%1,~ REVIEW--
~ seeds, fine silts and
lar e stones. S i ~n g o I
sha I I be approved on
PATIO site on a per load basis prior to
(TYP) installation.
BIO-RETENTION BMP B-2 BIO-RETENTION BMP B-1 BMP NOTES & SPECIFICATI
Planting Plan and Schedule Plantin Plan and Schedule FICATIONS SUBDRAIN DETAIL C.M.L.D. STD NO 20.28 Sheet C -7A of
Glsdskproj1004-0151dwgISP1.dwg 07/1712002 10:46:49 AM EDT

sue~ORAIN
i/8" RADIUS a°SCHEOULEaoPVC 3" RADIUS f-- STUBBEDTHROUGHUERTICALGURB
` a ~ ~~=1 I i I ~ ~ I'. swur RIM RIM swric swuF --~;i-l -I~11 Subtlrain to Yard
~_IT, ~ i= ~ ~ l iY._ 95.2 _ 11 ~II_IL;_lil I 1 I 1 - , Inlet (TYP.) a ~a"~o" -
. __:,,_I II-II I_I11~ - ~ ~ , - - I I 1 0
I . - - I PERVIOUS PAVEMENT 1 I 1~I -111=I I I --I' ~ ~ I ~ -1 i I=. I I~ ~ ~ ~ A A ~ y y
- sh =h ~ ti - - o y ~ r'1
. ~ II' 6" II' 6 ~ ~ „ ,~?;-!fir ~ ~ ~ ~ 4' ~ X010' ~id 6 17` PARKING DRIVING DRIVIN 6~~ ~ ~ ~ oes=_RUaTON G 7' PARKING ~ y ~ 5"
~/~l.-~ ~ ~ _ ~ WELL ~ PA , S CES LANE LANE y ro
~ ~ z suB.Dw,IN sTUSeeD ouT A~halt Dr, SPACES s s Borth slots of ISLAND 6" SC4•~, 40 VC OBSEi2VATICtJ 3''~ J ~ 4"SCHEDULE 0.0 PVC 0.5°/,MIN. b _ n _ `,4 ICAL 1 ~ ~ ~.I
~x ~ 6"~ w @ ~ ' H 95.53 `~C_ ~ , ~ 4 SC EDULE 40 4 r.o ~ - 2-0° X SECTI N e° ,lR'`;
PVC DRWN ~ I ~ I 2T slope ~ , A-3 PoNOiNC ~ ~ ~ ~ LEVEL H T \
Jam' Flltar Fahrlc 1 ~ ~ ~--o _ per epeo ffcailone i ' e: ~ I ~ ~ i~ / ~ v V v v C v v v v v ~r ~ `-i-"bk V
;bj~ i vvvv vvvv vvvvvvvvvvvv vvvvvv~7vvv 3L70' S TYPICAL SECTION ~ I I ~ v~s vv ~ ~~-v~.ivvv vvvvvvvvvvvvvvvv v~ ~ivvvvvv gotta, 31.70' Stone m 7 ~u ,y ` ~ ' ~w w ~ W 0
I _ 4 SUBDRAIN 18" tone ~v`' vvvv vvvvvv~ vvvvvvvvvvvvoQ vv ~ vvvvsv 51deau _ - ~ l i Ebttom le level 691,90, - ~ _,~,t- -11I i 117 _ - 51de elapse ICI maw ~ I~i~i~ i'I 1 ~ ( ~ I ~ ~'i=~'- III
D th ~ v~~~%~,'',~v vvvv vvvvvvvvvvvvvvv vvvvvvv~- I e,vvv ~v<' vv vvvv vvv vvvvvvvvvvv vvvvvv~-rv I ~ j- - ~~I ill--i~ Ili % =~1 Q
x-x 1 ~x-- ~ , 1--- 1 ~ ~ , i I - - - I - -I I' ~ ` - i I , ~ - DI-20 ~~~Z~ii~~~ 4"Subdraln to DI-20 ~ 4"Subdraln to I Iiiik E"~ Z I -~I,_III T'yp. DI-20 T ! ~~-lL !-II~ W I - r - ~ ~ ~ -
~ I- I i ~ _ i o R X (5) - - ~ ~ ~ I-- - I t--III- ~ ----I ~ - - ( -I I - SDB~DRAIN I - , sueDxam ~ - - -I ~=-=1 I ~ i I- -i I 1--I ~ ~ I--( - i I ~ ~ f I 1~~~~-~il~ ~ 4' of approved planting mix '~~=1111 1_I, ,I; 7 ~ 1-~ I ( ~JII ,~i- III I~-111_
1_ % B"SCHEDULE I - - I I--_ ~ , - - 'sCLEDULE 1 _ - ~ ~ ~ ( ' fi. ~-X x x 1 I li i I I aovvc®as~Mm ~ aoiae - - I I I I I~ I I II- ~L I- ~ ~ ' - - I- i 40 PNC.u.i _/MIN, - I i ~ I i- i ~I- _ _ - i U~!1=~~ ~i i~ ilv~,~_~ 1_;i_,
~I _ I - - - I I I - _I Fy-~1 ~i,ill Ali li i i1,1.- Ali I I =1 ; I i',I 1,~
, w I I 6 F'E~R CNJS CONICRETE 1 I I ~III_all~ll~il~_1~ ~ Ili,~ll-1 ~I- L-, ~~h~I I~:~!II~ ~ ~ ~ ~lll 'ili '(!1~~1~ 'I I ~ I-1~[ lii '~~I 'i-,l ~ - - it ~ 'i~1 ~ ~I~J
11 I ~ O
I GEOTE)(TILE FILT92 FABRIC ~Q W 0
LNCOMPACTED SI.EGRA rou°~Or{ °Fnuro~°na+
9-B COMPACTED ABC N0.57 STO(~ PLAN X-SECTION A-3 ~ o
1 z
NOTES; GEOTEXTq.E FILTER FABRIC NOT TO SCALE w W n
1. QUARRY TO VERIFY VOID SPACE OF 35% MIN 0 4R 2. ALL STONE TO BE WASHED AND FR OF F EE INES CB #30 i E-~ o w
; C8#30 I ° ~ oh
SECTION A-A' ~E O
_ ~ ~ T _ _ PERVIOUS PAVING & RESERVIOR / o - ~ - - I T I, ~ 1 I ~ I ITW X3,5 0 ~ ~ a
i 9.70' ~ 191, ~ ; I ~ x
TW 93.68 TW 94.101 y TS 95.30 TS 95.30 TS 95.30 BW 92.10 BS 92.40 BS 92.98 BS 92., W 92.08 ~ ~
--------I--g I 91 0~ x
~ ~ U
~ - - - -
15'~a° _ 20'A"
15'0°

~ • ' ~ ~ - y"'y~~~~~'` 1 ~ "-+l ' - Y rY
~ 1
1~~ ~r ~r,
y~` .r_ ~ 6~ C`
~ ~ ~ ~ ~ y ~ PONDING I ~ SIDEWALK 1 LEVEL 6" TOP OF CUI 6" 6"TOP OF CURB 2'~0" PONYING l 2~-0" 2'~8' LEVEL
I e" (nPl I ~ ~ ~ r CeG ~ - TYP. ~ TY~
i ~ i PONDING SWALE ; I LEVEL WALL t`.. i s`s
FLOW 6"TOPOLt:LHB _ SEE .n„M~,.„, 'I 'I ~-r`•~;» p,0~~ GRADING DEFLECTOR `s a~ F2 _If- ~
~S ~ 5~ ~NPI PAN Il-1fl~ ~ 4"SubdrCln to CB~"~ r B~, 1I _;ii~ ~ - II III ,11 i
I i ~ II-lit: CMLD STD, 20.28 Typ: I Subdram ~~~EaE~~«~ f-Ili=-I ~ ~ i tr_I I I'-llU ~ 1. ~ _,'1 t i J I 1~-111=41 Ili ,I I~ 4"~ubdrdln to-6(-4~ ~I il~~ ~-'I~~!-Ili C LD STD. 20,26 yp. ~ 4"Subdraln to DI-4 IE ~
- I I0 i.IhI~ ~ j ~ / U I_ 4' of approved Planting mist ~ catch i1=1~] ,111- ~ ~ _ - - I L_ L' I I I'~ I~ I ilk ~ i i mix -ill FI Ir-l~ I' - i1,7 I~~ ~i( ITT 4' of approved planting mlx ~ ,y' ~
I Basin ~ 111=111-1II_ 4"Subdrain to CB~~ 18 ~ ~ ~4"Subdroin to CB 18 ~ 0 = °I'. Jul
TYP, i~ ;III ul>-~1~ T . 1 # ~ 0 ( I ~ = I Yp CMLD STD. 20.28 Typ. ~ i = II 1 =11 4' of opproved planting mix ~ ~I'1 I - 1 _ 1 _=1 I ~ I I ~ ~ ' 1 _='T~?'= ~^~i.r , ~l I i i~ I,TI~i, 0 e 3 ~
rt1 = - I I!-~'~' i `ti II G~II .I 1.1 VIII ',I~TI _ II - 111_1', II ilhl11Jil_III it I _ -11 ~ 1 ~ I~--~~~ SECT N - L-Ili- ~ --~!-i~=~~1 ~ I ~ hi ~ ~L~_ I~_ ~ ~ ~ ~J ~ ~ ~ 'i ' ~~~t i, i ~ i ill i~ i' i i ~ i _ ~ ~ - ~ - _ ~ ~ ~ 11=1TI III I-I~-, I I'~ III~JI~ in ~ ,III I _ - ~y i I -i~ ~II~III_ITl III Ii ~iI 1I-~I_I ~ iII ~ 1I~ ~ ~7 -
,,_.E.«, A 4- - - - I- _I - - i- , - ~ ~ I = III li lil yy''"~11=~ ~ ~1`=' 1~1=~~~uu ~:~L_L~ _ _ ~ ~ ~ ' -ilk ~ r ~ f' 1-e
I_]! ~ ~ ~ ~ ~ I ~ i I - ~ _ --1= _ - - ~ 1 ~ ~ ~ ~ '-~i~ ~~;I I I ~i II ~ III i-~ ~ - _ -~i ~ ' i I - I , J~ - - - r-~ - ~ - a ~ . i°~ Ik ~ d?, ~ ~
_I_ I 1 1 iL I~ II ,II - I - ~ I I 1 _III I .I I~~_III - ---wEA - - - - - - - - _~I= -~1 ~I -1I'=1 I~ '1 1 I_;I- I III - - I '1 _ 1_..i ~~_,_I,,_ 1_111-I-II_ ~ _ ~_~1_ _ ~ - -11 ~~_I ~ _ 1 ~1 X SECTION B 4 reverse for B - p; ~ X-SECTION B-3 e f o r B 5 s~eare~n o va~d _
y - 111_III_,,~, ~I,-~__ - FJ_Q1dL F ~ E ~ al,~, Inlet (TY ~ ~ ~ r
Q WEIR f -t~ NOT TO SCALE w ' 25' wide u6dr~in NOT TO S A ~ ~;6 C LE ' ~ LE u D1-4 ~ ,may
i y X-SECTION A-4 t° ~ CB#9 ' CB#'° ^ ~ ~ ` ~ .-m~
CB catch ~ ~V y sin ~ Basiny F~ SYre c
#18 TYP. ( TY NOT TO SCALE ~ v y~ W W W G. ~ i I!. t u ~ fA °t{
I I ICAL B- / \ W 1 ~ W W ~ ~ ~ ~ ~ ~ 'C' _
1 ~ ~ ---i~-- - -SE TI - B-4 1 y
I T II I~ ~ ~ 1 ~ `t 1 ,mm i
1 ~ ~ ri~~ I I! i N mom/
~ N / \ / ~ ~
PLAN
I i
V
PLAN PLAN
tOtl'~1 afar
tails
See Grading plan for W
DB#sa wall height
~ Transition Transition is p 2'-6" VARIES 2'-6"
I C (see plan for locations)
, 1 zo•o I ; 1 - _ I ~5" m z BACK OF CURB ~ ~
- - I- NU W C A m
I OVERFLOW OVERFLOW o1-zA V ~ i ~ I~'?~~~ WEIR River Rock Stone ovER•FLOw x~'
WER9.5'wide i tit V 6~5'wide , I , ~%i - " / / / 0
BLDG. ~`i smLOINc Subtlrai~ ~ ~ j~,~/~. it `Y ~ , BUILDING ~ ~ ~ ~ /
to ~ ~r~ i X SECTI y catch ~ ~ C./-' r/,,~ 1 FACE OF CURB /
~ Suhtlraln ~ ~ ' y y Basin ~J~/r / i~ y y l0 ~u FLOW DEFLECTOR °ar ~T~ ,~r
I (TYP.) ~ i' 1 ~ catch . ~a ~ W y 6" ~i A at , ~ r V4'8 "a
( ~ l I W Basin r---; -~~'r ~ ~ PONDING FLOW I ~ W (TYP,j .~s,~=- I LEVEL 7"~~ ~ ~ s^ ,y t^c ~~.r i
4,_D„ 2,•U~~ ,,,ti j j DEFLECTOR i ,r p~q• P°NDING ~ ~.1 Er"~`~ I ~ 1 ~ LEVEL 1 -6 CURB ~ GUTTER BID-RETENTION CURB CUT ~ * -
s'r s't y~ y ~ I y y ~ I~ PLAN VIEW ~^cP _ ,
I~AL i _ r WEIR ii r4~~~N1~""V, I:en, n,aC A"(~Y~~~ym f d s F
B- ! X11 111, ,III IIH ~ `~1 r' ~ ~ ~ ~ 111 I I j ~ ~ 3 ~ CDRBCI~ ~ ; ! ~ 11~ ~ a"s~eaTai~ t0 ce 11 ~ -1111 ~ X-SECTION ~~~I ~ ' ~i T tip. ~firo">....ozao.+~
~ =111 111.=1(1~ T ~4"~Ubtif0ln t0 CB II'~ ~ {IIr 4Subdreln to CAB $28' ~ 4Subdrolnta CB h y ~ I 1'1 I' -1111 ~ ~~~'%p. 1 I1 ~ ~ ~ p11~1 CMLD SiD, 20.2Q~ i~ rW~ , to CB i~ j I ' 8" 1'-D' il~ ASPHALT PAVEMENT 1/2" RADIUS _ _
~I 11 ~ 1. - - ~ - ,~I 11111 ~i'11~ II 111 1! ~ ~ 1 ~'I~I 4' of appioved planting m!x I 4~ of a roved lantin mix 1-I I ~~~u ' h I 3" RADIUS I~~~. 3' 3 3" ~~Ir~ i," p
-,II_I PP P 9 _I' '1~ I I I, IhI ~ IP ~ ~ I I I l l -111- I I III I I f~ i~ 1 ~ ~~1=~1~ Flow into Bio-retention ~ ~II~--,,' I ~ ~ e" - RADUS Scale" NTS
vQ =111_1 I 'ii_lt it ~ I,1' 0 I - - ~ - _ i - I r_I 1 ~ h~ r I Imo' - - _ - - _ _ - - - - I I--_ 1 i I I ~ ~i ! i ~ 1 ~ ~ I- ~ ~ ~ 1 _ I U ~ - I ~ f~ ~ ~ A N - - - ~ _ ~ I ~ L. _ ~ .
I - 1 I I' ~ ~ ~ N 1 J~I~ II ~ih1 III='i~ '~~-I'I~I~~I~ 11 hail-,L'(" 1 -1 I~ - - - - - - 1 I I -I I 1 uk N~ i ~ I1~ I I, 1 ~ r 1 -i~ 1~ 1 1 I I rr I _ - _ =1 1 1. I 1 1' I I-1 ~ 1 1 1 J ..III. i ~ V~, ~l H'1=111-~ CL~_~~~~I I~ I_~i I I , ~ I I .y_ ~,1 11 I ~f g _I I Ali IIL1~ 111 - - - -`1= _ = 1= ~ 11_~~ _v Il~ _1_ ~`.L1~I1-7.1 II I ~ li~~ i 1~ _ _ ~ V ~ ~ ~ a _ l _ I _ _ _ _ _ _ _ ~ a ~ Datea 17 APRIL 2003
- - ~ -1 - - 1 ~ ,-~I~ 1 U11_I;~II 11 III _ ~11 JII ,111,1 III _'_I i-11,-1 1 I_ i I:,~ _i _II_I I- - -~1 -'11__ 1_..t I ~ il,- „I-11 1 i, III I, 1!_v i71 111 11-- I T 1 1- ~ i l l I I I_t- ! i i i I _ ,~_,,,.J---- -.L..~,tL~ , iii ~I~ -i , " _ _ r m - ' f-', --1 i - ~ -6
LJ II ~ h'"~II i--I 1 I -III. , ~ ~ b 1 I ~ - - - - - - - - - ~ ~-1 Pro'ec ~ 004-015 t No.. ~i I ~
I i ..p i - 6 _~~I - - _ y. S CTI N A A E 0 - - II Re Isions.
X-S TION B-1 EC I,_' - - ---I_--- '1;, Flow Deflector 21 APRIL 2003 PER MULTIFAMILY
REVIEW
X-SECTION B 2 PLAN NOT TO SCALE
NOT TO SCALE NOTES.
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS.
n n nut nrn rmm~r rn nr ~nnnrn nnne~ i n rn ni inn -
PLAN
BIO-RETENTION BMP B-2 PLAN & X-SECTION BIO-RETENTION BMP B-1 PLAN & X-SECTION ~TION BIO-RETENTION CURB CUT FOR A-4, B-2 & B-4 1'6" CURB AND GUTTER sneer C-7 of
G:\sdskproj1004-0151dwg1SPi.dwg 07I1712002 10:46:49 AM EDT

I I
r I I I II I STRUCTI~E CHART PPE CHART
STRUCTURE GRT"/RIM NW. IN 5V1/, OUT f~OM TO LBdGTN SLOPE SIZE TYPE
' I .u~
i ~ I YARD INLETS SHALL BE NYLOPLAST YI-35 696.68 693.01 YI-35 DI-33 66' LOOS 8" NDPE
c!~~,-_ ® 12" DRAIN BASINS WITH CAST DI-34 695.24 691,99 DI-34 DI-33 58' LOOS 15" NDPE
' IRON GRATES. JUNCTION BOX SI-IAIl ~ ~ ~ ~ I NAVE SOLID HINGED GRATE. DI-33 695.38 69235 (35) DI-33 CB-31 87' LOOS 15" NDPE
I _ I W 691,41 (34) 691,41 YI-32 CB-31 15' LOOS 8" NDPE
I - _ YI-32 693.31 689.64 CB-31 CB-30 42' LOOS 15" NDPE
- CAST IRON H 20 RATED GRATE ; - - - - - - - FOR DETAILS SEE PAGE 48 CB-31 693,26 - - 690.36 (6'7 CB 30 CB 29 52' 1,505 18 NDPE ~
69054 (33) _ _ ~ O
- - - - - _ 10 all e - -er- ~B~- 332 Pa e 95, n I ~ ~ ~ ~ ¦(p ADAPTORS CAN 8E INLET AND OUTLET ~ MOUNTED ON ANY ANGLE BE CB 29 CB 28 32' 1.555 IS" CLASS II RCP F,,,I
_ - - - I \ ADAPTORS AVAILABLE 0• TO 3591 TO DETERMINE MINIMUM SLE 689.49 (32) 688,91 _ ~ CB 28 CI~.V. RHINE MINIMUM
DI-21 ' TEMP. IN.ET PROTECTION I 4' THRU 12' ANGLE >~TYEEN ADAPTCOtS SEE - - - - - - - - -_-_~IM- - - cTYPa cMLD sTD. 30.06 SHEET ~ ~ ~ CB-30 691.69 688.49 688,24 CB-27 CB-26 32' LOOS 18" CLASS IV RCP ~ W ~
_ ` I VARIOUS TYPES ff OUTLETS - 102'/15" 4~DPE ( WITH WATERTIGHT ADAPTORS ~ t2' IG CB-29 b90,81 688,48 (4"> CB-26 CI~.V. LOOS 18" CLA III ~ SS RCP
FOR. ~ r SDR-3S SEWER r ^ , ~ ~ 687.46 ~7•'~ YI-25 CB- 4 17 d+ 2 LOOS 8 NDPE ~ ~
- ' ~ _ _ ~ ~ I r- F^. ~ SCHEDULE 40 DWV - a h ~ t I I ~ ~ ~ ~ ~ ~ I I - ~ RIBBED PVC i CB-28 690,81 88, _ _ ~ "
! ~ " CORRUGATED PVC b 82 (b) CB 24 CB 23 37 4.505 5 NDPE ~ a ~ b86.96 _ O
I J ~ ~ ~ £J , DEI~AED LIMITS ' R.D. CB 23 69 LOOS b SCN. 40 PIPE W ~
_ ~ ~ i ~j ~ - CB-27 690.78 687.78 CB-23 JB-I 55' 4,845 18" CLASS III RCP Q
~ ~ . ~FF 1 E 698.0 ' - - - ~ ~ ~ ~ CB 26 690.78 687.46 DI-22 DI-21 102' LOOS 15" NDPE
i'~ ~ I v 12 YARD INLET DRAIN 1 ~ ' I~ YI-25 693.20 68953 DI-21 JB-19 77' LOOS 15" NDPE ~
r ~ - ~y 0 CB-24 692.62 690.34 (b") DI-20 JB-19 99' 2.008 15" NDPE E"'
- ~ ~ ~ Iii i ~ I`, ~ ~ ~ ~z1 MAXIMUM ~ - _ RECAMNENDED C-~ ~ 689.36 688.78 JB-19 CB-18 54' LOOS 15" NDPE U~
I I ~ I, ~ \ OVERALL 1~IGHT 10'~ J - ~ r ~ I O
I~ I ~ ~ ~ 1 ~ ROOF DRAIN 688,34 R.D. CB-18 112' I. S ~ 00 b SCN. 40 PIPE Z W
FFE 698.01 i ~ -:y CB-23 b91,70 687,12 (24) - W YI-188 CB 18 23 LOOS 15" NDPE „
i ;I I - ~ " ; ~ I i ~ ~ ~ ~ ~ 1 i ~ _ NOTE _ 7 ~ O 686.8 CB-18 JB-7 87' 2.685 1$" CLASS III RCP W
~ W A' - ' i ~ ~ - ALL 6" PVC PIPES TO BE o DI-22 696.20 692,45 YI-17 YI-16 21' LOOS 8" NDPE I.f'~
o r ~ ~ - I ti, SCHEDULE 40 PVC - _ _ ~ E, o N O ~ DI-21 696.75 691,93 691.93 YI-16 YI-15 30' LOOS 8" NDPE ~~TT O
co . T PI (Y CAL) o' h-~ F~
~I ~ I FFE X96.34 r I- 687.85 a D 20 693.17 YI-15 YI-14 21 LOOS 8" NDPE ~,.r Q',
I ~ .18-19 ~ JB-19 693.88 691,16 (2U YI-14 CB-13 31' LOOS 8" NDPE ~ ~
I- ~ MJ _ RIM ~ - - - - ~ "93,88 I a I 685.87 (20) 685.87 x CB-13 JB-II 53 LOOS 15" NDPE ~
- ~ U ROOF DRAIN 689.90 YI-12 JB-II 22' LOOS 8" NDPE
y - ~ - ! NOTE CONTRACTOR SHALL WRAP ~ ~ ~ f I , ii EACH BMP WITH TEMPORA~tY SST ~ ~ ~ T , ~ EROSION CONTROL LEGEND i YI-18B 692,70 689,45 JB-II JB-8 100' 3,885 15" NDPE
i a~2o - ~ ~ A~ coNSTRUaTION of \ _
RIM I ~ - i EAGa`BNP. S~.T FBJCE SHALL , ~I ! ~ i~', ~ REMAIN T1VTR. ENTIRE SITE OS A - - "93.17 ~I I ~ CB-18 693,04 688,78 (RD) CB-10 JB-8 II' LOOS 15" NDPE
- r i I ' ~ v ~ STONE INLET SEDIMENT TRAP ji-~ - - i ~ i ~ CONPLET~`~~ TABILIZED, (TYP) ~ ~ ~ ~ ~ ~ ' i CMLD STD. 30.08 689,22 (18B) CB-9 JB-8 II' LOOS 15" NDPE
~ o~, i ~ I ~ ~ ~ PERM DiTCkI ~2 ~ TREE PROTECTION BARRICADE 685,33 (19) 0$,5,08 JB-8 JB-1 2b' LOOS 18" CLASS III PIPE
~ ~ ~ ~ X X X ~ ~ 0 SEe DTL r~s~Sl-~T ~ GMLD STD. 40,04 J ~ YI-17 695.85 692.18 JB-7 CL~V,
C I I~~ I • 15 ~ I' ! ~ Z ~ ~ 0 0 o TEMP. SILT FENCE W/ WASI-ED STONE TONE YI-16 695.85 691.97 691,97 - -
- I il,I ~ ~ Q A I ~ ' ~ CMLD STD. 30.06 YI b YI 5 52 LOOS 8 NDPE
FFE ® ( ~ ' I, ~ ~ FFE tl ~ ~ --TD-STD--s TEMPORARY DIVERSION DITCH 695.98 ® , i ~ ~ YI-15 69750 691,67 691,67 YI-5 JB-3 50' 2,008 8" NDPE
695.98. FFE CMLD STD. 30.05 ~ ~ i ~i I I ~ ( U YI-14 697.35 691,46 691,46 DI-4 JB-3 44' 0.505 L5" NDPE
.9 " scu. 40 695 8 uoAD ao AHEAD - - I` I ~ ~ ~ ~ 612 FINISI-ED GRADE CB-13 697.23 691,15 69057 JB-3 CB-2 140' 2675 15" NDPE
- ii , ~ ~ SIGN D ~ ' p,S, I _ -r - ~ I _ _ - - - T ~ 14 _ . FINISHED GRADE YI-12 095.40 692.73 R,D. CB-2 74' LOOS 6" SCN, 40 PIPE
~ I~ -I8 TEMP Sq. F~ ' SEDIMENT BASIN JB-II 096,34 690.04 (13) R.D. DI-2A 76' LOOS b" SCN, 40 PIPE o
- I I RIM (T°fFJ CMLD STD. 30,06 _ ;
_ ~ " I•DPE "93.04 TENP;,STAB~IZED CONSTRUCT~(3~1 I _ ' _ _ _ _ _ _ _ _ _ _ ENTRANCE CM.D STD. 30.IA 69251 (12) 690.04 DI-2A CB-2 37' LOOS 15" NDPE
r---;---~- - r-- L ~ = I ~ t ~ ~ ~ ~ CB-10 urCi r~u 693.47 b90,22 CB-2 JB-i 49' 0,875 18" CLASS III RCP
D +-t--~ D ~Tp T ~ , Y1-168 _ --I- - GRATE - - - CB-9 693,47 690,22 JB-I CU.V,
~oo -92.7 0 _ o- _ - 1230 West Morehead Street, Slits 214 JB-8 692.98 686,16 (Iq Charlotte, NC 28208
_ .~C^- x 690.11 (10) 104.343.0808 faz 704.358.3093
-y ~ ~ -r. - ~1, U`~ ! - - r _ r - - - - ' ~ ~i / k
r` ~ 118' RCP- - _ _ _ - - - _ ST2`v ~i+50,43 7 - 690.11 (9) 685,91 www.drgrp.COm
PRZ~'. ,B REMOVE EX TD, 64054 ~ ~ r 4J _ - _ i NCDOT S X. ~ _ ~ ~ _ lr~~ n ~ ~ 8 STA. 14 70.00 SDMN _ _ _ JB-7 692.20 685,65 (8) • Landsoa ArChiteCtl~re
- ~ + - _ , ~ .REF' ~ A~~ - ~\.1 '?~'~s r ~ ~ ~ ~ r j~ / ~ ~ vE:~X. _ - _ ~ ;o~~ ~o~, ino~ ,~a~ ;oui ~ o t' i n ~ t evid~ ~ - iti, ~1 i is ;~Ca~Bu vii ! ~v,~8 5+00 _ oF~x.~ v~~~ ~ ~ r~ ~ , P AIL - ca o ~ o 68358 (18) NOTE
r .840.54 I n 88. ~6 - _ ~ _ u _ ~ - - ~ o CB-CATCH BASIN, CMLD STD. 20.OIA YI-6 093'60 690.93 DI-DROP INLET, CMLD STD, 20.13 • Urban Des
_ ' ~-SEE DTL. - ~ ~ - ~ co YI-5 097.0 690.41 690,41 JB-JUNCTION BOX, CMLD STD. 20.07
r ~ - - - - - - - TEMP. SILT F$JCF -
- - - - Y-_ _ ~ - -(iYP~_CbLD_SID._30.06 - - - - - DI-4 688,83 RD- ROOF DRAIN • _ _ 095.80 N CULV, - 8X5 BOX CULVERT
.B-3 696,21 689.41 (5) ALL 6" PVC TO BE SCN. 40 PIPE
+ CB-9 \ + p ~ ~'6 + TEMP. DIVERSION DITCH ~ + ~ ~ 8'X5' BOX CULVERT 688.61 (4) 688.61 • Land Pl
~ R~vl ~ GRATE ~ ~ ~ TO 8E BULT BY CITY 47 ~ 26 /l8" -4298 ~ (TYPa CMLD STD. 30.05 ~ OF CHARLOTTE --T- - - - - - - - - ---i-- - - - ROOF DRAIN 688,94
~TD ~ D' ' ~TD~~ ~ fi T TO Q ROOF DRAIN 689,15
- - - - ~ ~ _ - - - ~ TEMP, END TRUCTION DI-2A 691,00 688,39 (RD) 685,24
- - ~ I ~ - - ~ - - ~ CONS TAT CONTRACTOR TO END CONSTRUCTION - - - i ~ - OF 8X5 BOX CU.VER OF 8' X 5' BOX C1IVERT AT STA. ~ 6 STA, 16{50.0 TO PICJC LP EX ~~8200
- DRAW,AGE CHANvEI. UNTO CITY -~0 - CB-2 691.81 684.87 (3)
RIM ~ YI-17 REROUTES CHAMFI. it BUILDS I ,fFE 69549 ~ .x,47 -FFE 696.73 I ~M cuLVERT To PROPERTY L~ Ar 688,20 (RD)
- _ ~ -95.85 STA. Ib*90 b84,87 (2A) 684,62
= i i i JB-I 690.0 684,20
Q i ~ ~ ~ ~
r o i~'~'llha. I~ Q Q Q Q i~ ~ i p~ NOTES D -
i CONTRACTOR SHALL NOT DISTRUB ~ ~ oa CREEK DIKING ~flTIAL GRADNG
/ ~ - 7 FFE 696. 3 FFE 695.4,9 ~ , . ~ ~ W LO F SEEDBED PREPARATION
I, SERFAC~ WATER CONTROL MEASERES TO BE rVSTALLED ACCORDING TO PLAN. 2 AREAS TO BE SEEDED SI-IALL BE R~ APD SPREAD WITH AVAILABLE TOPSO~
' ~ ' RI C _ ~ ~ ~y C ~.8~ il'l~i' ~ - - r, 3. 3' DEEP. TOTAL SEEDBED PREPARED DEPTH SI-IALL BE 4" TO 6" DEEP. 4, LOOSE ROCKS, ROOTS AND OT1-B2 OBSTRIJCTiONS SHALL BE REMOVED FROM
. ~ /I '11'115' i-DPE - - ~o ao r ~i~` ; u ~ I I _ i THE SERFAGE SO THAT TI-EY WILL NOT rdTB2F8~E WITH ESTABLISHA~lT AND
- ~ _ i, rCONTRACTOR li MAINTB~IANCE OF VEGETATION, 5 IF NO SO&. TEST IS TAKEN, FERTILIZE AND LIME TO BE ACCORDING TO SEEDING
wRAP EAt~ - FFE 698.40 ~ Q w I _ FF 1 E 69 6 SPECFICATIONS ABOVE rJ ADDITION, PROVIDE 15 LBSJI,000 SF OF SLPERPHOSPHATE
~ ,WITH ~ -15 ~ ~ ~ ARY SLT t ~ ~ ! e 6. IF SOiL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL
r, ~ ~ ~ ~ 'I W 3' o _ L i J -i _ AFTER co _ TEST REPORT. 7, LIME AM FERTLIZER SHAl1 BE APPLIED UJIFORMLY AND MIX WITH T1-E
- ~ - - TRUCTION OF N ~ ~ ~D SLOPE GRASS ~ ~ ~ ~ ~ i ~ : ~ ~ ~ ; DEN.AED uMITS LIMED SWALE WITH TEMP. SOIL DU?ING SEEDBED PREPARATIOty
~ _ - - j SHALL REMAIN Z I ~ : , LINING NAG S75 OR
~ ENTIRE SITE OS ~ w APPROVED EQUAL. ~ - - - FFE 698.40 I b , TEMPORARY SEEDING SCHEDULE
I FETE 697.16 ~ - - - ~ ~ ! sT CfYPI YI_I - PERMANENT DITCH ~2 DETAIL ~ -~v ~ ~ I 1- 3~1 SLOPES OR FLATTER
D 13 ; NOT TO SCALE l APPLY AGRKXd.TLRAL UIvE AT THE RATE OF 90 LBSJI,000 SF. 1111) I I I I) 2 APPLY 10-10-10 CObN~6tfaAL I~ZTUZER AT T4~E RATE OF 20 LBS,/I,000 SF,
a ~ n o~ i! ~ I ~ I r, 0 3, SE®N ACCORDANCE WITH THE FOLLOWNG Sq-E~U.E AND APPLK:ATION C A I~
~ - I~ , - - ATES SS E I
I~'~ ~ 0 • DATE TYPE PLANITNG RATE ~ Z.~ ~ ,
FFE 697.16 ~ I I ~ u ~ ~~a I i ~ - i i i / ~ AUG. 15 - NOV, I TALL FE,SCI.E 300 LBJAC, OR 7 teSJI,000 SF = SAL
i~=- ~ I ~ , .i I i NOV. I - MAR, N TALI FESCLE AND 300 LBSJAC. OR 7 LBSJI,000 SF O2 009 v ~
- ~ / ~ i ~ -I- - - C = I ~ 53'!15 / ~ A MAR. i - APR. E TALL FES(:l.E 300 LBSJAG OR 7 L9S.II,000SF ~ ~ i~ APR.15 - .U.. 30 HLll.ED COMMON 30 LBS/AC. OR I LBJI,000 SF i ~ •~GI NE~ ~ ~
- ~ /t~ ~ _ ~ - - i~/ ~ ~
r ~ ~ ~ ~ I - i , - ~ I % _ I i - ~ - u, ~ - AUG, a rau. aw 30o Ac, 7 qN • , ~ti LBSJ oR LssJl,ooo sF /ii E, S NORTH //!l11111111111
,FFE 697.16 I R , - ABRI~t RYE 25 LBSJAC. OR IBJI,000 sP
- ~ - f ~ ~ / - BERMIAA GRASS
_i ~ eaowNroP MLLET OR 35 LBSJAC. OR _ I~JGOOO SF SORGI-LM-SIAAN HYeRDS 3o IesrAC, oR _ LBJl,ooo sF Scale: I"=20'
ii'~~' l _ ~ ~ ~ 4, MULCH WITH STRAW APPLED AT T4~E RATE OF 75 -100 LBSJb000 SF. I
• 1•EAVLY MLU~ ouaNG PERIOD of JANUARY THROUGH MARCH . Date: 17 JULY 2002
_
Project No.: 004-015 SLOPES GREATER THAN 3 ~ I TO 2 ~ I -
/ - ~ - ~ l APPLY AGRICU.TLRAL LNvE AT THE RATE aF 90 LBSJ6000 SF, R e v i s i o n_s _ _ _ _ 2 APPLY ~-10-10 OOMN~'ERGAL PERTLIZFR AT THE RATE OF 20 LBSJI,000 SF. _ _
y i i' a SEED IN ACCORDANCE wma TFE r-a.t-oWNG Sc~uE AnD APPUCAnoN 21 APRIL 2003 PER MULTIFAMILY
/ ~ ~ RATES DATE TYPE PLANT~IG RATE --REVIEW---------__-_
YI-6 , ~ - ~ ~ " 6 - - - - A~-' ~ ~ ' 10~ ' MAR, I - .il~E I SB~ICEA LESPEDEZA 50 LBSJAC. OR I LBSJI,000SF (SCARFED) AND
-9s4o/ MAR. I - APRL ADD TALI FfSCLE 150 LBSJAC, OR 3 L&SJI,000SF -
' \ , OR MAR. I - JLFE I ADD WEEPING LOVEGRASS 5 LBSJAC, OR JJ3J1,000 SF
i nF - cFar N. Tei i cFCn c enn rn i rosier ro i i cacnnrn cc
52'/A' NDPE G~R\/~~W/~~T1OP IV~ ~RLy.L~/I~~ANY ~ ~ ~yp35 LBW AC. /012 /~~/~LS LA,000 ~/Jf/y~/~
~~j 012 /Ry1'MYI- LA) HYE12DS T/ ~ ~ J/~AC. ~A~-/~L/V~I? OOO SF SEPT. I - MAR. I (VLwRKr,/ t~7 LESPEDEZA 70 LBS.)ACS 012 1- LB.A,/~VW SF
TALL FESCLE 50 LBS./AC. OR 3 LBSJ6000 SF M1ET OR SLDAN 20 LBSJAC, OR LBJI,000 SF
a TEWMARY - PESEED SEPTEK682 I AT RECDWO VM RATES
4. MJ-CN WITW 3' STRAW APPLED AT THE RATE OF 50 - 90 LBSJI,000 SF AND
ANCW012 WITH ASPHALT EMJ-SION TACK COAT - APPLED AT THE RATE OF 14 - 20 GAL/1,000 Sr- OR 800 - 1,200 GALJAC, Sheet of
G:\sdskpro j\004-015\dwg\SE1,dwg 07/17/2002 12:00130 PM EDT

I
TEMPORARY SEDIMENT BASIN
Basln Disturbed Drainage Q "D' •Tap Dimension • Bottom Splliway Splliway Top ~ _ T" _ - _ . _
Area Area a R Ired Provided Illway Depth Dimension Length Depth of Berm ~ equ SP - - - _ _ _ - - V
Stor to (2~I SI ) (2~1 Slope) Q/CHI ~ - - _ _ - ~~~t~.''~~~"_ _ age S age ope ~ ~ -C.7V- ._7
t of basln b0t, of basin - _ - ~ ~ a ap e er ~B 332 Pa e 9~,- I Ib9 AC. 3.32 AC. 9.42 cts 3,042 CF 3152 CF 20' 1.29' 69229 _ _ - ~ p g a e 9~~~ - - - , - 9
EL • 691.0 EL. •688,0
top of basln bot, of basin ' ~ - ~ _ - 2 0.87 AC, 1.94 AC. 5.51 cfs 1,566 CF 1,766 CF .692.0 EL. •689.0 10' 1.32' 693.32 TEMP, DIVERSION DITCH ~A - - - 66'/8' - - - - ~ (TYPJ CM.D STD. 30.05 ~ ~ ~ _ _ _ ~E - - - - --r - - - - - W _ - - ' nlr~ of-3a _ _ _ - -
TEIvP, SILT FENCE -I r= _ _ _ , ~ _ DI-22 _ - - - - ~ ~ ~ RIM - 102'l~i' I-0PE
(Tl'PJ CMLD TD. C7 'r ~ ~ ~ I ~ I . S 3006 ~ ~ _ 4 - - -96.20 i
~ i ~ > SOIL TYPE. CECIL DENLOED uMTS ~'i ~ 1 C~~ .
URBAN ~ ~ ,oG ~~,~z ` ~ ~ h ~ _ ~ . - o
it ~ ~ ~ c ~ ~Q r ~ _ ~ ~:F ~ ~ ;,c - a 10 ~ ~ ~ i i - ~aI ~ ~ IL-- _ L z > / 'I'. ~ Jv `tiO n I~ , i, _ ~ Q7
FFE 697 TOTAL SITE AREA. 2.84 ACRES ~ i ~ ~ ~ ~ ~ ~ O J ~ ~O' ~ ~ u
~ ~ ~ ~ ~ op I yy I ~~i w ~ ?s r C ~il TOTAL DISTURBED AREA: 3,73 ACRES ~ I, ; l._• U ~ ~ i ~ ~ c , , 00 O~~ ~ ~ i; ` ~^~~OC J c?~O~J`~~~lJ i ' ~ ~ ~ 'i', ~~°o ~o~~ ~ FFE 697.89 ~ -
,~~cc ~ -FFE 698.01 - Q' - ~~~o l - I ~ F-I r~
INCLUDES AREA ON PUBLIC STREETS r ~ - ` ~ ~ ~ mac- ~ ~ ) ~ ~ I c ; C ?.c;~G R I N NTR ~ _ E OS 0 CO OL LE END G ^J ~``7c,~0`v~0~ - i - - N F-~ i _ W
i~ ~ ~ r~ - , - li _ C ~ ~ ~ ~1 O i O I ~ C ~ ~ i ~ I ~ O ti I ~ i _ ~ < _ ~ ~ ~ ~ $ -
-hR~ t _ I ~ ~ FFE 697.87 ° ~c ~ ~ ~ ro„o c,~~o~,c ~ ~ ~ i - - ~ U;~ mac, ~ I - o o O - W
0~ ~u STOP INLET SEDIMENT TRAP ~ - - - - - Q ~ ~ ~~c ~r ~ ~ ~a CMLD STD. 30.08 ~ ~ i, i s ~ - ~ ~ I ~ ~ - ~ , .
v ~ i I J : OV 00~~0 LOGO I ~ Q Q I, 1~ o~~, ~ o~c~ I FFE 6$7.89 i, ~ ~ °FFE 698.01 I ~c ~'o~~ ~ ,.c.,,, ~ , r ~ ~ ~ iJ ~°~o~ ' vo o~ c oc~ > ~ ,~o ~ '~,o ~ ~ ~bpn~. 1 - ~ - -
X X X TREE PROTECTION BARRICADE rn ~ ^ ~ ~ 1~ - ~ ~ CMLD STD. 40.04 ~j I ~ 4 ~ ~ ~ ~ ~ / ~ ~r ~ O . ~ c ; moo ~ ~ ~ ~ _ Q'i
~ _ ~ i _ - c, R~~ = " ~ TFMP. SILT FHVCE WI WASI-~D T01~ ~ M `C,, ~.~n r O~.v`~C^~"C~~ f~ , W : ~ O O G ~ ~ ~ ~ 7 e .c ~ ,o v~~ ~ooo~c,o ~ < ~ ~ ~ ~p =
A ~ ~ ~ r ~ ~ ~ CMLD STD. 30.06 ~ ~ I ~ ~ FFE 696.20 ~ , . ~~c~ ~ ~v _ E~ a -c o c~ o ~o ~ ~ r d O . _ O i ~ , O• C O _ ~ >~c ~.a, o ~ - - I - -i li - ~ _ _
\ ~ y _y TEMPORARY DIVERSION DITCH ~ - - - vl - - --TI i - - r ~ ~ ~ ~ TD--STD a ~ ~ r ~ ; ~ -2a ~ ~ sueoRA~ I ;T
- - ~ 1 ~ CMLD STD. 30.05 ~ ~ • o ~ ~ ~ I ~ I ~ i I ~ I ~I FFE 696.22 i I i I ~ _--~1i1~1,--~~-_ _ I ~ ~ - , ~ I ~ ~
~I K=~Y' r.~. A D i1 r ~ ~ r I ~ 1 ~ ',J 4 PERM DITC~I ttl ~ ~ ~ - A a-~, FINISI-ED GRADE i I i I I ~I _-~~~t SEE DTL THIS - 32 ~ ~ I FFf 696.34 W r.'' --x-x i \ ' I f~ - - ~ ~ r , K' GY' ~ - - _ W I - - i-. - ~ _ i,~ t+
J~~1'1 ~~i~ ~;l' ~ ~,v ~ oic SHEET ~ I ~ I~r~~ __.C~ATE~I' i~ ~ J- 32 I i _ ~ r ~ GRATE'I x I ~ ~ ~E - O 99'/5` u ~ - w i - Y ~ ~ ~ _ ~ Y i i i ?
i n ; ~ t~_ ~ ~ 4' - 14 - - FINISI~D GRADE ,NOTE CONTRACTOR i i ~ ~ ~ - - ~ 9 ~ v i , . ~ ~ ~ ~ FFE 696.20 ,~•93.3~ m = ~ u . ~ r~ ~ ~ ~ SEDI?v1ENT BASIN WRAP EACH BAP WITH ~ ~ ~ it ^~I ~ ~i ~ i mil _ - i iL. n I i i y{ \ 'X__x ^1JiYV I - 1, ~ I rl LR I -_rr-' - ~ _ ` O ~
- - i ~r ~ ; - ~ ~ I TENF'ORARY SLT ~JCE ~i ~ r- - r ~ V ~ \ - - - ~ . I ~ ~ ~ ~ AFTB2 CONSTRUC OF ~ ~ o - ~ i 18 0. / I ~ i l- ~ ih- i IR - T ~ - - O I II ~
~ ; U ~~-b Z~ °F ~ ~ A I EACH BHP. SLT FEiVCE SHALL ~ ~ ~ I ( ~ --i~, _ _ t.:_._ 3r~6~ ~ FFE 696.22 ~ v ~ i; ~ O , ; i I . o.50s ~ ~i 'I U~ ~~20 ~
~ ~ ~ ~ ~ ~ ~ ~ - ~--T - REMAN LMIL ENT~2E SITE ~ ~ ~ ~ ~ ~ ~ d I ~ 1' CB-31 ~ I Y ~ ' . V COIvPI.ETH. STA~LIZED. (TYP ~ RIM h~ _ ' _ ~y I ~ ~ RIM - ~i a I ~I 9 1T/8' ~ _ ~ ~ ~I'I
I' ~ CB-24 ~ - ~ 93.17 W Q' I - - ~il ~i i , i~ ~ i ORATE i_. Imo' 1 I ~ i;
~ NOTES ~ - ~ ~ I ~ ~ ' ~ ~ A ~ j ~ ( ~ , y ~,1v ~ cONTRACTOR sHau. NOT DISTRUB i ~i FFE 694.53 ~ i N ~ w -9262 ~ -+~i ~ 1 i i; j _ ~ - c ~ - - ' oo~ n `l - ~ ~ ~ _ r - ~ r , ~
~ ~ ~ ~ , ~ j I i I ~ ~h~ _ ~ H _ i - h ~ I ~ - -tl h r -
i~l ~ i 00 i A r i~, A I i ~ w~' II ~ ~ I l I ~ ~ FFE_~94.55 I~i I ~ _ ~ I II, ! - ~
~ V ~ 1S\ . ~ ~ _ ~ LJ r ~I i 5 - U. J i i I - i _ ~ _ I I i - - ~ i - - ~ 4 ~ - -
~ I ~ - _FFE _ d FFE _ ~a ~ „ - ~ ~I ~~--o~ ~ I FFE - FF E ~ ~ ~ - ~I - I' , 1I~ ~ FFE 694.08
\ , ~ ~ - 694.08 ~ ~ - ~P ~ _ ~ I ~ ~ - _ FFE 694.53 - 694.08 9 ~~I I _ '~~i~,i - 695.98 - , 3 I F FE 6 F - F ~ l;, 1„ ; _ /FFE _ 95.98 E
~ ~ ~ - ~ f u I 2 i I ~ ~ I a~.. ~ 694.0 II _ ~ ~ sg4 ~ 9 ~ ~ • scN. 40 695.98 ~ ~~I ~ ~ r 695.98
~ \ • I D.S. ~ ~ _ D.S. ~ ' 1 i D i
~ ' \ \ - _ GRATE - ~ - _ _ _ - -_-_i ~ ~ \ ~ ~ ~ ^ GRAVEL RIP-RAP ~ - - I ~ •91.69 - ~ ~ a - ~ n ~ _ ~ - BMF'-Ai - - - - - FFE 694.55 I I I ~ ~ o _ _ ~ ~b.~ u , I ~ ~ I ~
I I'~~ n V ~ G - FILTER BERM ~ ~ ` ~ ~s. ~ ~ ~ ~ ~ ~ ORATE - _ ~==1- - - i - ~91ao ~ , ; ~ ~ ~ - ; i
I NOTES ~ . v V ~ _ ~ L•6', H•3' ~ / ~ ~ li ~ ~ ~ ~ Ili 6 i ~ i~ ~ 4• BVV ~ _ - ~ v ~ ~
SEE SI-IFFY C2 FOR STORM DRAINAGE CHART ~ ~ _ ~ ~ ~ ~ _ ~ _ _ _ _ _ _ I\~ ~ I - ~ _ ~ - i ~ ~ V ~ \ / > ~ ~ I - ~ - ~ - ~ - - - - 1- - _
I \ ~ i T ~ T ~ - D T ~~a' i I I I T T ~ _ ~ T t-+-~- , .-_-___.-1-_-l_ _L_ _
NOTE= i ~ , - - ~ ~ - ~ - -L I ~ ~ ~ ~ \ ~~i ~ ~ ~ n ~ i REFER TO ARCH. DRAWINGS FOR DOWNSPOUT ~ ~ _ - ~ - I69'~6' scK o
ii ~ ~ ~ ~ _ - - . _ = - ~ PPE LOCATIONS AND SIZES. SITE CONTRACTOR ~ ~ ~A , ; - - r' ~ . SED. B gg - - -
I SHALL TUB-OUT OUTSIDE OF BLDG. FOR ~ -~-;r; ~ - ~ ~ _ _ - -;r -
DOWNSPOUTS. BUILDING CONTRACTOR SHALL ~ _ ~ _ - - _ TEMP, SLT FENCE CONNECT D.S. AND ROOF LEADERS TO STORM ~ F, ~ _ l =X B Tw w~~r r _ _ 9 .10' R~-RAP ~ - ._56'48' RCP--~ - ,w ~B"27 - -
_ - _ ~ ~ REMOVE EX. DRAINAGE. ~ ~ A''~ ~ - r: _ - - (TYPJ CMA STD. 30.06 - ~ ~RI~RAP ~ o , - - GRATE - a / - ~ _ - _ - /~Q WE12 ~ 693.32 - - / GRATE PROP. JB REMOVE EX, urVe rou
~ ~ - _ _ - - - - _ ~ j- O . ~ ~ ~ - - ~ ~ N90.81 CHA~~ yY ~ ~ ~T ~ ~ ~-oe - ~ . ~ r CMLD STD ,,30,02 _ _ _ j/ ~I ~ i 90.78 , _ STA i4+70.00 SDAM ,r ~ ~ ~ - - - ~ - a ~ r~ REMOVE ~`EX. ~ ~
~ ~ - - _---------2 ~ o - - _ _ _ ~ GUARDRAL _ 5t~00^n~~- ~ 1230 West Morehead Street, Site 214 - _
~ ~ I a ~i \ ~ ~2•. r= ~ ~ -TYPE it V0~3~,~ckJV~-Ib.'.--- _ V~~~ _ d.~ ( CONTRACTOR SHALL COORDINATE WITH THE ~ ~ a A ~ ~ _ - eARaICADE rin 'r ; ~ , " f.~ " c hi ~z t Of Wa ~ ~ F~, ~ V6,~ - ~ ~ , / ~ , NC~OT , 8x0.54 ~ - i ~ ; Charotte NC 28208 _ ~ - - - - T'~.~10,
_ - - - ~ ~ 6' ~ - - - _ ~ - - sr ~ - , - 104,343.0608 fax [phone]
_ F R THE C N TR TI N OF THE 8 X 5' RCBC ~ ~ ~ _ _ _ _ _ _ 0 0 S UC 0 g~ _ ~ s www.drgrp.com - r _ ~ T
REFER TO CLIFFWOOD / WILMORE STORM DRAINAGE IMPROVEMENTS PLANS PER THE CITY ~ _ - _ v
OF CHARLOTTE STORM WATER SERVICES ~ ' ' '-BeX--EUVERT------- _ ° ~ + _ ~ ~ BOLT BY CITY r~ •Laadsoa Archi tare + TFJvP. S®. BASW tt2 + _ ST 'Ki~6a38a - ~ ~ CB-9 + +
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/1 C ~ - EROSION CONTROL NOTES TD _ _ T rt y - - ,
. ~ i! CONTRACTOR TO BEG -CONS'fRIJCTION TEIvP, $ILT FBVOE i ' ~ I. ALL STD. N~IMBERS REFER TO Tl-E C~-IARLOTTE / MECKLENBURG LAS !,~,,0 OF 8' X 5' BOX TAT STA. TWO LAYERS WI WASI-ED STONE - - - - - - - - GRATt t T 74'!6' ~ - - i- - - ~i 9~ 88 I X1.81 ' - ' 40 - - - - - -
~ ~ I 11+9L 00 TI-E ` TREET E S DEVELOPMENT STANDARDS MANUAL. ~ ~ CONSTRUC ~ ONCE TI-E CITY ' F~ (TYPJ CM.D STD. 30,06 - - ~1 ~ ~
- ~ ~ HQS SIB ~ 2. ON SITE BURIAL PITS REQUIRE AN AV-SITE DEMOLITION LANDF{LL ~ ~ ~ CONS TWIG IT'S 8' X 5' BOX CULVERT , DS. _ _ ~ ! - ~ ~s. , _ - os. ~ _ _ ~ _ Land Pl
~ ~ _ r. ,i PERMIT FROM TI-E ZONING ADMINISTRATOR. ~ ~ ~ i l ~ , I ~ ~ ~ ~ I ~ FFE 695:9 ~I ~i - - ~ r ~ os. ~
~ ~ ~ co ~ ~ FFE =1 3. ANY GRADING BEYOND THE DE~JDED LIMITS SHOWN ON Tl~ PLAN IS ~ _ ~ FFE _ ~ FFEi ` ~ ~ ~ ~ I ~ - ~ ~ _ - - -
PPE 694.50 A VIOLATION OF THE CITY EROSION CONTRA. ORDINANCE AND IS n1 ~ - FFE 6942 94.50 - i ~ ~ ~ ' - 37 45' . FFE - E ~ 694.29 ~ r, z
SIB.~CT TO A FINE. 4__ _ rt d' ~ ~ - _ ~ ~ - p FFE _ _ ~ ~ ~ ~ - ~ 0 z 4.5 ~ i 694.2 o , ~ ~ ~ i! Q J ; I _ ~ o - I - ~ ~ _ I
NOTE, ~ 94.50 ~ 4. GRADING MORE THAN ONE ACRE WITHOUT A PERMIT IS A VIOLATION ~ ~ • • , I L
FINE, ` ~ ; ONCE CONTRACTOR GNBJ PERMISSION ~p OF CITY E20SION CONTROL ORDINANCE AND IS SUB.~CT TO A _ , ~ - TO REMOVE TEMPORARY SED~vB~T ~ ~ ? , i i _ ~ BASS CONTRACTOR TO COMPLETE ~ Q ~i a, L, k ~I I ~ ~f ~ ~ I l~ ~ FF 4 ~ _ -
5. STABILIZATION IS TI-E BEST FORM OF EROSION CONTRA... TEMPORARY GRApI~G AND/pR ~T~ Tp ,q{~A ~ ~ E 695..9 ~ I ~ I '~TI - - ~ ~ ~ I _ - ~ ~
SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE ` OF PREVIOUS WORK ~ DENIED AREAS AND ESPECIALLY WI-Ef~l ~ECIFICALLI' REQUIRED - ~ , - - - - ~ ' ~ - _ _ 4F- _ - i ~ I ,i` ~ ~ - I - ~ - ~ r ~ i - ~ - -
AS PART OF TI-E CONSTRUCTION SEQI~NICE SHOWN ON TI-E PLAN ALL ~ - - ~ u ~ ~ _ GRADED SLOPES N~JST BE SEEDED AND MULCT-ED WITHIN 15 WORKING - 1, ~ ' I~ - - _ ' ~ ~ it I ~ - ~.i ~a ~ ~ ~ i i r , / ~i ~ - 1 ' oa i c'.II /15" - {-DPE
DAYS OR 90 CALENDAR DAYS, WHICI-EVER IS LESS. ~ ~ ~ TEMP. N~LET PROTECTION ` III I, ~ li - I~ I~" _ _ ~ ~I , - r i I ~ / I
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY (TYPJ CMLD STD. 30.08 li ii ' \ ~ L-~ / i i ~ / ~ i CONTRACTOR , h I i i) 1--
~ IRED BY A REPRE TATIVE OF TI-E ATY ARLOTTE ~ ~ ~ II REQU SEN OF CH !~i ' ~ ~ i ~ ! SN~LL' WRAP EACt~ ~ ^ T I _ n FFE 69,x.16 ~ ~ e?,~# w~Tu
ENGINEERING DEPARTMENT. O ~ it ~ ~ ,;i n 'I II '(0 - ~ ~ t - - - -----ice-I ~ _ ~ ~ - - I ~i ~~I ~ ~ ~ , n I ARl' SILT i ~ i ~ _ _ , - - ' ~ . ; ~ ~ _ _ ~I, AFTER
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2~1. ~0 ~ ~~J I' + - iJ_~ _-r i TRUCTION OF - - - - - o a ~ ~ I
III! - _ T I ~ I - - - ~ Y ~ SHALL REMA~1
~ Q CONSTRUCTION SEOUENCE+ ~ ~ ~ ~Ip-- ~ ~ I - - FEE 697.00 ail ~ ~ ~ I avTU~E iTE o I ~ I s s
PHASE I (CONTINUED) ~ i ~ ~ I'', I FFE 697.16 x----
PHASE I ~ ~ ~F~FE 697.00 13. TI-E CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ~ ~ ~ - - ~ ~ -~FE 697.00 I - ~ I~~--- - - 1 r r~
ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE ~ ~ 1 I, OBTAW GRADING/EROSION CONTROL PLAN APPROVAL FROM THE - - i; ~ _ I _ I; r~~l a ~ I - ~
CITY OF CHARLOTTE ENGIN~R~lG DEPARTMENT. EROSION THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH ~ ~ THE CITY OF CHARLOTTE EROSION CONTRA. INSPECTOR SO THAT ~ - C ~ 7 iii i _ ~i~ r - ~ r-r-,~" ~ iii ,i, r ~ 'i ~i~ I' - i. ~ I - ,.,,1! 7 ~ I -
2 SET UP A ON-SITE PRECONSTRUCTION CONFERENICE WIT>-I EROSION P8210DIC INSPECTIONS CAN BE PERFCRNED AT APPROPRIATE STAGES ~ ~ oa ~ ~i ~ TEIvP. DIVERSION DITCH p~ 1 i i ~ ~ 1 - (n' - - ~I = uiil - 11 I ~I~ i~~l I~ ~ "r . , ~ I i IN 1 i r------
CONTROL INSPECTOR OF THE CITY ENGINEERINIG DEPARTMENT OF CONSTRUCTION (TYPJ CMLD STD. 30.05 p r, (PH. 336-4258) TO DISCUSS EROSION CONTROL MEASURES. FALURE 0 ~I FFE 697.00 ~ i i I FFE 6971 .6 I I i
TO SCI-EDU~ SUCH C 48-HOla2S PRIOR TO ANY LAIC 14. CONTRACTOR SHALL COORDINATE REMOVAL OF SEDIMBVT CONTROL I I'~ ~ \ ~ DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY DEVICES WITH INSPECTOR _ _ - ~ ! . FFE 697.0(T ~ I~i ili ~ ~
CODE AND IS SIB.PCT TO FINE. - - - f ~ ;I' i a ~ ! i~ ~ ~ i - ~ ; ~ ~ I fi" v ~
CO , PHASE II . I I B a ~ 3 ~ISTALL SILT FENCE D VERSION DTTCI-ES, SED IviBVT ASINS I E ~2, C , ~ ~ ~ ~ i ~ T ~ 11111 I i 111 i - o - ~ - ~ ~I! 1 ~l I --r-,~ 1
CONSTRUCTION ENTRANCE, TREE PROTECTION, AND OTHER MEASURES AS TEMP. SLT FENCE ~ I T- ~ „ ri rr~ i SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES, I. CONTRACT OR TO BEGN CONSTRUCTION OF THE 8' X 5' BOX C.XVERT (TYPJ CMLD STD. 30.06 ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~ II~~ ~ - ~ - ~ _ _ ~ CAR ~ - r- _ ~9 ~ - ~ ~ I ~ ~ . . 0 ~$7 ~
AT STA. II 91.00 ,O ~ I - ~ ~ _ ~ ~ FFE 69 - - } i III' ~ I _ ; ~ ~ Q;
4. CALL 336-2291 FOR ON-SITE INSPECTION BY BNGINEERING INSPECTOR. 2 CONTRACTOR SHAM COORDINATE WITH TI-E CITY OF CHARLOTTE STORM ~ ~ II' wl-E~ APPROVED ENGIN~wG INSPECTOR IssuES THE GRADNG WATER sazvlcES FOR T~ coNSTRUCrION of THE 8' x 5' Rcec. RED DavuDED uMlTs I i FFE~698.67 ~i, ~ I ! ~ ~I II~ FFE 697.16 I ,Z, ~ . .698.67 i I _ _ _ , ~I i ~ I II - - ~ - s a~ _ ~ i 6 ~ ii
PERMIT. BEGIN CLEARING AND GRUBBING AFTER PERMVT ISSUANCE. CLIFFWOOD / WILMORE STORM DRAINAGE IMPROVEMENTS PLANS PER TIC N ~ ~ „I' L-- ~ - ~ ~ I~I ~ f;l ~l, ~ - ~ ~ ~~9 ~ i---_-
5 INSTALL T1N0 LAYERS OF TEIvP. SILT FENCE W /WASHED STONE ALONG CITY OF CHARLOTTE STORM WATER SERVICES. _ { ~ ~ m~ ~ , 1 ~ ~ i, --41 ~ c I i _ I f'~ "~Tl ~ - -I. ~ oc i ~ i. ~ A- i ~ i~, it ~ _ ~ ; I v i ~ ~ i i e ~ '95. i ~ ~
BOTH SIDES OF CREEK AS SHOWN ON PLANS AND INSTALL GRAVEL ~ 3, TRA T CON C ALL I TI " PI W/ OR SH REMOVE EX S NG 36 PE MAN-TOLES, i-EADWALL ~ RIP RAP FILTER BERMS IN CREEK AS SHOWN ~ ~ Y ~ ,1 ; ~ ~ _ iY ~ I . , - - - ~ ~ i ~ _ I -
AND ENDWALL LOCATED IN CREEK. O I - ~ _ _ ~ i~ 1 / V~~ - ~ / ~ / N ~ \ FFE 698.67 , , i ~ - iii E, I NORTH
6. MAINITAIN EROSION CONTROL DEVICES AS NEEDED. ~ - _ ~ I- - - 4. CONTRACTOR SHALL TEMPORARY END CONSTRUCTION OF TI-E 8' X 5' BOX ' J J ~ ~ - - ~ I,I , - iil~iliiii~~~
VERY AT FF 7, CONTRACTOR SHALL BEGIN CLEARING AND GRADING OF SITE CUL STA. 16+50.0 TO PICK UP EX. DRA~VAGE CI-IAMft. UNTIL TI-E CITY E 698.67 RE-ROUTES THE CHAMEL i; BUILDS IT PORTION OF THE 8' X 5' BOX CULVERT _ FE 698.6E~7~ ~ YI-5 i - ~ i _ / - RIM ~ - - A _ ~ . _ - - ~ _
8. CONTRACTOR SHALL REMOVE SEDIMENT FROM TEMPORARY TO TI-E PROPERTY LIMP AT STA. 16+820. ~ _ - ~ li ~ ~ ~9b.21 6 - -
SEDIMENT BASSI WI-Bd TI-EY ARE HALF FU.L TER EACH - RAINFALL, CONTRACTOR SHALL REMOVE SILT ACCUMULATION FROM 5. CONTRACTOR SI-IAIl. COMPLETE CONSTRUCTION OF THE 8' X 5' BOX CIAVERT 1'~ - - _ J _ - - - ~ o ~ ~ - ~ III ~ I ~ _ _ _ 1, .,8. ~I ~ - - - ~ Scaler I -20 1.0 ~
TI-E DIVERSION DITCHES AND BEH~D THE SLT FENK;E. TO STA. 16+820 AND TIE INTO TI-E 8' X 5' BOX CULVERT BULT BY Tl-E CITY OF ~ - ~ I { ~ e CHARLOTTE. _ - - - ~ I ~ ~ ~ i i ~ _ ~ ~ ~ - ~ YI- ~ _ _ ~ 6 - 6 ~
9. ONCE SITE HAS BEEiV ROUGH GRADED CONTRACTOR TO INSTALL STORM DRAINAGE _ a-4 RIM a=4 ~ ~ ~ ~ , - -~RA~E- ~ ~ . ~ Dater 17 .l LY 2 _ _ _ , - U 002 RIM ~ ` - - - - ~ - x.40 ~ - - - - , ~ r
AND INLET PROTECTION AT ALL DROP, YARD INLETS AND CATCH BASINS, PHASE III - _ _ _ _ _ - - - '-9a$G - _ ~ ~ Pro'ect No.;( 004-015 - - - J _ _ _ ~ _ -
I I T A T REMOVE O.ONCE STORM DRAINAGE HAS BEEN NS ALLED CONITR C OR SHALL SEDIMENT BASINS tti tt 2 AND STUB OUT STORM DRAINAGE PIPE FROM CB tt2 G AFTER COMPLETION OF SITE GRADNG AND INSTALLATION OF TIE 8' X 5' BOX CULVERT, ' - I- _ -
TI-E CONTRACTOR SHALL START TI-E EXTENSION OF W. WORTHINGTON AVENJI~ TO AND CB tt23 TO CREEK. INSTALL 3' HIGH FILTER BERMS AT EACH PIPE OUTLET, I 4' SLB-DRl CLPFWOOD PLACE - i , ~~1 a•s~-oa , _ 3--~ ~ _-V~ 52'~e~wPE Revisions; - _ _ _ 2~ ~ W - _
~ A ~ _ 0.504 II. ~ CONSTRUCTION SEQUENCING OF ALL BIO-RETENTION AREAS IS CRITICAL TO PRO,ECT o.5os e FLO _ ag/~ 21 APRIL 2003 PER MULTIFAMILY _ P
SUCCESS. TO TI-E HIGHTEST EXTENT FEASIBLE, TI-E BIO-RE"fHdTION AREAS SHALL BE 2 CONTRACTOR TO COMPLETE INSTALLATION OF STORM DRAINAGE ON W. WORTHINGTON \ BMP ~vP e-3 ~ ~ - REVIEW-------- g ~
CONSTRUCTED AFTER IT'S INDIVIDUAL DRAINAGE AREA IS STABILIZED. REDUNDANT SEDIMENT AVENL~ AND TIE STORM DRAINAGE FROM TI-E SITE INTO STRUCTURES INSTALLED ON ~ , TI ~ 8 X 5 BOX CULVERT, AND EROSION CONTROL MEASURES WILL BE INSTALLED AROI~D EACH INDIVIDUAL BIO-RETEN ON ~ \ I 4' J -
AREA BEFORE EXCAVATION AND GRADING FOR THE BIO-RETENTION AREA BEGINS. NO TRAFFIC 3. Tl-E CONSTRUCTION SEC~IJCING OF PERMEABLE PAVEMENT IS CRITICAL TO ACHIEVE 0508 _ osog ~ ~ ~ 01 3 3 ~ i 10 p
inv~i i ninin ennr rnn~in um i oC ni i l1u~n iii n e oV~_neramMi n17Cn ACTCO DI AARIAV^_ DD!'1D~D A PI!'`TIMt TI_L DCDA.CAOI C CA1ICA,CAIT AoCA A~II~ ETC MMIC QACC CI TAI I nee v oe ,
11 W7 rwI lRHI r IV DILL- GL. FV.LVIw 1114 ir-M. i.AV RI..I LIV 11V114 f ML.M h .u -1- v ,r-a. , L. R,r4.ML/{.L. r rr F9 / M-l Ill.? V, V,141.. WM~R_ ele"w{.L VI'4.1 L.L. = , I SOIL IS INSTALLED. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN CONSTRUCTED AFTER IT'S INDIVIDUAL DRAINAGE AREA IS STABILIZED, ACCESS TO BUILDING Y
THE BIO-RETENTION AREA FREE FROM CONSTRUCTION SEDIMENT AND DEBRIS. CONSTRUCTION IN THE SURROUNDING AREA IS NO LONGER REQUIRED AND CURB AND GUTTER W=2 -
HAS BEEN PLACED. REDUNDANT SEDIMENT AND EROSION CONTROL MEASURES WILL BE \ \
M ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN INSTALLED AROUND THE AREA BEFORE EXCAVATION AND GRADING FOR THE STONE BASE/ ACCORDANCE WITH THE N.C. EROSION CONTROL AND SEDIMENT RECHARGE RESERVOIR BEGINS. NO TRAFFIC WILL BE ALLOWED ON THE BOTTOM OF THE \ BED SLOPE GRASS / _ - , - - - - V LINED SWALE WITP TEIvP.
CONTROL PLANNING AND DESIGN MANUAL, US. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EXCAVATED SUB GRADE AREA EXCEPT AS NECESSARY TO EXCAVATE, INSTALL THE FILTER _ - - - - , g2 LINING NAG S75 OR
EROSION CONTROL ORDINANCE, AND THE CITY OF CHARLOTTE FABRIC AND STONE. NO TRAFFIC WILL BE PERMITTED ON THE STONE BASE AFTERINSIALLED 50 APPROVED EQUAL,
ENGINEERING DEPARTMENT. EXCEPT AS NECESSARY TO COMPLETE WORK. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE STONE BASE AREA FRED FROM CONSTRUCTION SEDIMENT AND DEBRIS. PERMANENT DITCH uI DETAIL
NOT TO SCALE Sheet of
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~ ` ~ BW 91.25 TS 95.72 - 91.00 WEIR 91.9 ~ ~ ~7~~~~c-e'~ - ~ .4 RIM ! ~ ) ~ • Va~ ~ ~~c'e 95. 9 .11 94.82 93.75 ~ '
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~ ~ ~ 25 A 694.50 N I I I I 2.25 694.2. ~ ~ ~ ~ ~ ~ ~ I I _ .FE I ~ ~ - 694.29 FFE i i - ~ I ~ BS 95, 5 - ~ R FFE s 9x.71 ) _
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~r ~ C~ ~ 94.50 - ~ 92.35 - ~ ~ , ; WALL REVERSES ~ / 31 C , 30 ~
, ~ I I ~ li 91..95 I I ~ 30 1 ~ RETAINING SIDE ~ ~ ExPOSeD IV BMP B-1 =~I~ it Fes,, I ouNDAn I I ~ ~ 41 $ I ' 95.11 ~ _ - BMP B-5 _ 94.79 _ BMP 6 4 - _ _ ~ :496.08
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i C~ ~ ~ TW 96.00 91.95 i ~ ~ » ~ L J ~ l; 93.90 93.90 93.64 93 64 i - - 6~~ ~ ~ I i ~ I ~ • ~ BW 696.25 - l ~I 93 64 , - ~ XP ~ E OSEDI
A ~ BW 93.20 ;o~- o-~ I I ~ __-I ~ r~ ~ ~ ~ 93, 20 - 96.06 96.78 Fouaoannr+ ! 96.71 i TS 97.95 ' ! ~ TS 97.50 96'~ - i s s4s7 - - Bs s5.o5 FFE 698.40, 97.70 es ss.24
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~p 93.40 ~ 93.25 92.90 92.45 TW 6.00 6.00 95.70 s % 1 ~ 94.60 i ~ I~ 73~° ~ 7
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- f 96.62 96,33 ~ 96.62 I I BS 93.40 96 3 ~ , I ~ 33-B FFE 697.16 ---I 97.eo _B s6.s2 :06--- z - ~ t 98.02
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_ ~ 7 - 96.33 - - ~ BW 695,00 ~ I 11 ~ ~R) ~ ~ ~ - 2 v~ I r; 96.33 'fS 698.38 77 9.3 4 BW 698.50 96. 9 9 .42 7 ' 96.58 96.8 95.tJ6 _ 5.27 _
_ F FE 697.00 694.74 ~ J _ i _ _ ~ 96.62 d. I O ~ ~ 96.4 ~5~'t~re ~ 96.62_ -E, 697.00 ~ 95.s7 e ' ss.s2 ! FFE 697.16 I~ ~ ,
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TS 98..22 _ BS 95.32 _ ® 96.3 - ~ ® 96.33 I , ~ _ ~ ~ 97.25 ~
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~ ~ ~ ~ ~ ~~I ~ ~,GF a a -~r~ I , i ti l i I I ~R, ~ ~ 695.90 EXPOSED 97.80 98, ~ ~ - ~ FOUNDATION - - illll 7. 1 80 98.2 9 .09 .7 g 4 ` ~ ,-e''" - ~ ~~\11 >'(I/~~
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I - _ 97,5 `98.29 ~ 98.05 ~ ~ - _ _ _ _ _ ~ ~ T 10 ~ 96.05 • ~ I W 702.25 ~y-- _ 3~- RIM / • ~ ~ BP 95.40 ~ ~ - ~ ~ ~ ~ \
,FFE 698.67 _ - , BW 697.35 I 4 I ~ ~ 97,00 ~TS 699.89 ~ li ~ iii G 7.70 ~ ~ - ~ /i~ NORTE-I . - - - ill~iti
j ~ - - _ - ~ 96.80 9~. I ~ I o"tree ~ ~7 B es s 6>~1 ~ _ - _ _ _ -p (4 , o~ s~.
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I i I - - ~ ~ I s - - - / ~ ~ 95J0 98.7 RIM r ~ - - - _ - ~ ~ ~ ,I „ -
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- _ - - - - I r - - 99,66 ~ ~ 9.00 - - _ - ~ - i I ~ - 95.60 5,8Q _ - - - ' ~ ~ ; ' \ Datea 17 JULY 2002
~ i ` '1 _ i _ _ _ _ ~ ~ TW 699.50 - ~ ~ ' = ~ BW39TD0 % ~ ~ _
i ~ J ~ \ ~ I - - ii ~ - - ~ti i _ _ - ~ ~ Project No.;l 004 015 9
_ _ P o9e ~ ~ •I ' Rev9sllons. P - ----1--
3 ~ rW 702,00 - ~ 21 APRIL 2003 PE(2 MULTI FAMILY BW ssa oo REVIEW
~ i ~ ~ ~ I BMP B,3 95, - _ - - - ~ C ; - ~ ~ ~ TW 706,0 ~ ~ ~ .10 ~ ~ ~ - _ p _ - - \ ~0 ~ - -
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N31d25'21"E - 209.99'
tie to Iron Pipe found at the SW'ly
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Blvd and Wickford Place.
i t
JIMMY
JIMMY LES AND 119-077-18 '119-077-17 119-0 � _ � n� 119-077-12 1'19-077-19 119-077-15 �
- M i . LBE AND J N1C1i�T1 i F�EE7 DAVID E AND MARILYN 71 16 119-077 14 1 ,3-077-13 119-077..09
LfJiK GROUP LLC AND JAMES B AND ANNIE". L �
BOBBY B HUNT BARBARA HUNT INVESTORS LLC W WITHROW �I REGINALD RORIE i RICHARD VAN DYKE ' DAVID L WI SON I PURR REALITY CO INC �
USE: SINGLE FAMILY EARS IPPARD USE: SINGLE: FAMILY USE: SINGLE FAMILY BROWN USE: SINGLE FAMILY'
USE: SINGLE FAMILY USE: SINGLE FAMILY i USE: VACANT T USE: SINGLE FAMILY 1 USE: SINGLE FAMILY'
ZONING: R-£ ZONING: R-8 I �,: i I USE: SINGLE FAMILY ZONIN% : R-$ CNING: R-6 i ZONING: R-6
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I AP RM,P TO ZC)NING: R -S
POTENTIA_
PorEPi& DLMPSTER I u+
DUv�STER AND
AKEA
YaEA
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10' aIle per MB 332 Pae 96 -
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- - --------- --
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OLE elev 6.,i. E u K = -
- - -
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----- DRIVEWAY - -- - �P) - Ftp nu t6 R J DRI IVEWAY MAIL NI -05K 7 V I A -IRIAN 1 _
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--- -- -- ---- -- - - -__ -- - _ - _ EXISTING LIGhtT POLL ---�� -- ;--- _-__ ------------ --- ; - -- - --------------- -- � test;„u
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-- EXISTING LIGHT POLE
--- - -- -- - - --- --- -- O TO E R -E -LOCATED -*-----TO
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FFE 24-C �s 694.29 FFE
ZONING: R-5 00� - `694.50 4.5 32- - 694.2 IS-�}" �
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BMP a-2 FFE 695.49 FFE 696.73` "? 119-076-
7 L24
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119-076-03 I$' FFE 698.67 / 16 PEGGY GRAHAM
- j FFE 698.67 j FFE 697.16 - / N
/ 52,40 \ BUCKNER
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USE: SINGLE rAR1IILY - A� FFE 698.67 > / g' - �� �� LOUISE F. SHAKLEFORD\
ZONING: R-5 '�r b FFE 698.67 �` ---- 36- �� -� 52/ --�-�� `, USE SINGLE FAMILY
t X EE 7-B ---- I, �1�d1g 0 `� 119-076-19 �� ZiP�ING; R-5
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USES: SINGLE FAMILY
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119-076- 1€3 \ ZONING: R-5
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119-076-04 ��.j \ P� \ . KENNETH RAND x CANING: R,-5
SAM KENNEDY JR. �r' BMP 8-a _ �- peg SHERRY C WILLIAMS �
LINEBERGER \ ar,�� / i5g'�� %10 o\\ey X01,40 119-076-'16
C, fir'°� / 1,52 oz -1s TPM PROPERTIES ANS USE: SINGLE I ARA"_
USE: SINGLE FAMILY \ !y / �� THOMAS '� MOORE: III \', ZONING: R-5
ZONING: R-5
119-076-15 ` \ 1 FLP;
L 50 g2 \ JAMES C JR AND DORIS` USE: SINGLE FAMILY
- - ---- -- --ZONING: R-5
i A WALTON
119-076-14 �\ USE: SINGLE FAMILY
119-076-05 \,, RONALD \ ZONING: R-5
� Q LEE BRISTOW ,
CURTIS JACKSON USE: SINGLE FAMILY
USE: SINGLE FAMILY 119-076-13 \ ZONING: R-5
ZONING: R-5 CLAYTON QANIE�
MULL.ER
USE: SINGLE FAMILY
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R696urce Group
1230 West Morehead Street, Suite 214
Charlotte, NC 28208
704.343.0608 fax [phone]
www.drgrp.com
• LandsaaPe Arahiteetnre
• Urban Design
• Civil Eagineeiing,
• Laad Plaanina
SITE
PLAN
i
\\����lliilil�����i
C A O�
STE,;
z4-
- No.527
E AR'� ' `O �N
iI110p-------
NORTH
Scale:
------------
Date:) 17 JULY
2002
Project No.: 004-015
2l APRIL 2003 PER MULTI FAMILY
REVIEW_
Sheet L3 of
i

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•
OTES TEMPORARY SEEDING SCHEDULE EROSION CONTROL N SITE DATA
GENERAL NOTES 1. ALL STD. NUMBERS REFER TO THE CHARLOTTEIMECKLENBURGZAND DEVELOPMENT 3: ~ SLOPES OR FLATTER: TAX PARCEL NOS. 119-077-06, 119-077-07,
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION 11'ITH INSPECTOR. STANDARDS MANUAL. 119-076-25, 119-076-26,119-076-27,
1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS./1,000 SF.
2. ALL ROAD IMPROVEMENTS AT WEST WORTHINGTON AVENUE TO BE COORDINATED 2, ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE 2, APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS./1,000 SF. Les. t,ooo sF. 119-076-28, 119-076-29 ~PLICATiON Area 123,626 S.F. (2.838 Acres)
WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. ZONING ADMINISTRATOR 3. SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION
D STD. 50.05 SIGNS ONLY). Y GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF RATES: 3. DEVELOPER WILL PROVIDE STREET SIGNS PER CML ( 3. AN Existing Zoning UR-2
THE CITYICOUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. Proposed Units 46 For Sale Townhome Style Condominiums o
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. r oNTROL PLAN Is DATE TYPE PLANT) I 4. GRADING MORE THAN ONE ACRE WITHOUT AN APPRO~ ED EROSION C PLANTING RATE F Gross Square Footage= 51,948 S. .
5. DIRECT VEHICULAR ACCESS TO THE SITE FROM NEIGHBORING I ~ ~ I'S IS PROHIBITED. A VIOLATION OF THE CITYICOUNTY EROSION CONTROL ORDINANCE AND IS SL`BJECT TO A AUG. 15 - NOV. 1 TALL FESCUE 300 LB./AC. OR rou urge )0 LB./AC. OR 7 LBS./1,000 SF Floor Area Ratio 0.42 FAR
FINE. NOV. 1 -MAR. 1• TALL FESCUE AND 300 LBS. AC. OR )0 LBS./AC. OR 7 LBS./1,000 SF (Gross S.F./Poroel Area) (51,948 S.F./123,626 S,F,)
6. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BA~tiI~: ANDIOR ~t' fIONS. THESE ROSION CONTROL. TEMPORARY SEEDING IS ABRUZZI RYE 25 LBS./AC. OR LBS./AC. oR ? Le./t,oo0 sF 1230 West Morehead Street, Suite 214
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERS) S. STABILIZATION 1S THE BEST FORM OF E r ' TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND MAR. 1 -APR. 15 TALL FESCUE 300 LBS. /AC. OR REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR. NECESSARS )o LBS,/AC. oR ~ LBS./t,ooosF Minimum Setback 14' from back of curb Charlotte, NC 28208
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE APR. 15 -JUL. 30 HULLED COMMON 30 LBS./AC. OR 1 LBS./AC. OR t LB./1,000 sF Minimum Sideyard~ 5' 704.343.0608 fax [phone]
7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADI~ ADJACENT SHOWN ON THE PLAN. BERMUDA GRASS 10' www.drgrp.com )0 LBS./AC. OR 7 LBS./1,000 SF Minimum Rearyard~
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION JUL 15 -AUG. 15 TALL FESCUE AND 300 LBS./AC. OR i LBS./AC. OR _ LB.,h,000 SF Parking Required Mine I Space Per Unit - 46
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 6. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 1511'ORKING DAYS. ALL BROWNTOP MILLET OR 35 LBS./AC. OR , OTHER AREAS. 90 CALENDAR DAYS. SORGHUM-SUDAN HYBRIDS 30 LBS./AC. OR . • LandBCa~~fpp Arahite~tnre R LB. 1 000 SF P r nit = 4 r' ) LBS./AC. 0 _ / , Max ~ 2 Space e U 9
8. [N ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINII~IC~~I OF a `0 PERCENT SLOPE
ON THE CURB. 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY .A REPRESENTATIVE OF' THE CITYICOUNTY ENGINEERING DEPARTMENT. 4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 - 100 LBS./1,000 SF. Parking Provided 61 Regular Spaces •Urban Desi /t,o0o SF. 2 Handicap Spaces
9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET * HEAVILY MULCHED DURING PERIOD OF JANUARY THROUGH MARCH . tCH . I Van Handicap Space
RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. 8. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1 • C19i1 eerin
64 Total Spaces
10. PIPE SYSTEMS LOCATED WITHIN PERMANENT STORM DRAINAGE EASEMENTS IN 9. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING ENCEEDING ONE _~CRF THE CITY ARE TO BE MAINTAINED BY THE CITY IN AN ON-CALL MANNER. 7HE CITY ~GHICH WA5 NOT INCLUDED IN A PREVIOUSLY APPROVED GRADING PLAN. Building Height 40` Maximum • Land Plannin g
II~ILL NEITHER BE RESPONSIBLEFOR THE GROUNDS WITHIN TFh~ PER.~i.-1NENT STOR\f SLOPES GREATER THAN 3 ~ TO 2 Trash Pickup Private Rollout to the Street
DRAIN AGE EASEMENT NOR REMOVAL OF ANY OBSTRUCTIONS IN THAT AREA. SITE ACCESIBILITY NOTES If converted later to Dumpster Pickup, the following square
R:IINAGE 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS./1,000 SF. r• footages can be provided as shown on the Site Plan, Sheet L-3~
11. PIPE SYSTEMS AND/OR CHANNELS LOCATED WITHIN PUBLIC D Y OF THE INl)11'IDUAL PROPERTY 1. All buildings within the boundary of this site, unless otherwise stated as exempt, shall have') accessible 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS./1,000 SF. EASEMENTS .4RB THE MAINTENANCE RESPONSIBILIT LBS./1,000 SF. PPLICATION Trash 46 Units/30= 1,53 x 8 cu. yds. _ -
i routes" as required that conform to the requirements of "The Americans With Disabilities Act , Fair 3, SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION OWNER. Housing Standards", and governing State Handicap Code Standards. RATES: 12.26 cu, d. Compactor, 9'x9' Concrete Pad Provided - Y
Recycling 30-80 Units requires I Recycle Center at 144 S.F.
12. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR 1t:ICKWASH N UNOBSTRUCTED STATE AND SHALL REMOVE THI~ ('HANNEL AND These standards for accessibility include, but are not limited to: cHANNEL IN A IIFR DATE TYPE PLANTING
BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND 01 PLANTING RATE I Recycle Center at 144 S.F. Provided
ACCUMULATIONS. Maximum walk slope =120 MAR. 1 -JUNE 1 SERICEA LESPEDEZA 50 LBS./AC. OR 1 Maximum Ramp slope =1:12 with railing LBS. AC. OR t? LBS./1,000SF SCHEDULE OF DRAWINGS /
ODULINE ]S SUBJECT Maximum cross slope = Y4' per foot (SCARIFIED) AND 13. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FL >0 LBS. AC. OR 3? LBS./t,000SF L-I COVER SHEET
'ORDINANCE All walks to be broom finished concrete unless otherwise specified on these drawings MAR. 1 -APRIL ADD TALL FESCUE 150 LBS./AC. OR TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE SUBDIVISION > L-2 EXISTING CONDITIONS
ION 7.200.8. Maximum accessible route length (NC) = 200' OR SECT MAR. 1 -JUNE 1 ADD WEEPING LOVEGRASS 5 LBS./AC. OR _ Les./AC. oR tee./t,ooo sF L-3 SITE PLAN
D Les./AC. OR t? LBS./1,000 sF -4 RADING PLAN
i ' TION OR L'SE WITHIN THE AREAS DELINEATED AS FLOODWAY 2. The pavement slope within accessible parking spaces shall not exceed 2 % in all directions. JUNE -SEPT. 1 TALL FESCUE AND 60 LBS./AC. OR ' 14. ANS CONSTRUC DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BROWN TOP MILLET 35 LBS./AC. OR . t o0o sF L G 5 LBS./AC. OR _ LB / ,
E IS SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY 3. Contractor to contact Design Resource Group for any varying site conditions or discrepancies affecting OR SORGHUM-SUDAN HYBRIDS 30 LBS./AC. OR BOUNDARY LIN 0 LBS. AC. OR _ LB./1,000 sF L-5 REQUIRED PLANTING PLAN
REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY. site accessibility requirements. SEPT. 1 - MAR. 1 SERICEA LESPEDEZA 70 LBS./AC. OR 0 LBS./AC. OR t_ LB./1,000 sF L-6 SIGHT DISTANCE PLAN
(UNHULLED-UNSCARIFIED) I5. ALL OPENINGS (E.G., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT ON LOT TALL FESCUE 150 LBS./AC. OR L-7 SITE DETAILS 50 LBS./AC. OR 3? L.eS./1,000 SF
119-0T7-06,119.077-07,119.076-25,1 ]9-076-26,119-076.27,119.076.28, AND 119-076-29 o Les. Ac. OR ? LB. '1 000 SF L-8 SITE DETAILS /
FINISHED MILLET OR SUDAN 20 LBS./AC. OR SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT CI STORM DRAINAGE ~ EROSION CONTROL PLAN
GROUND SURFACE. C2 STORM DRAINAGE ~ EROSION CONTROL PLAN
16. CITY OF CHARLOTTE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE C3 W. WORTHINGTON AVENUE PLAN ~ PROFILE rES.
WING WALLS ON THE SITE AND DOES NOT TEMPORARY -RESEED SEPTEMBER 1 AT RECOMMENDED RATES. STRUCTURAL STABILITY OF ANY RETA C4 DRAINAGE AREA PLAN
ASSUME RESPONSIBILITY FOR THEM. 4. MULCH WITH 3" STRAW APPLIED AT THE RATE OF 50 - 90 LBS./1,000 SF AP jS./1,000 SF AND C5 EROSION CONTROL DETAILS
RAINAGE SYSTEM MUST BE ANCHOR WITH ASPHALT EMULSION TACK COAT 17. AS-BUILT DRAWINGS AND PLANS OF THE STORM D 1,200 GAL/AC. C6 STORM DRAINAGE DETAILS ~`~~t~??Iltll/~/
ITY ENGINEERING APPLIED AT THE RATE OF 14 - 20 GAL./1,000 SF OR B00 - 1,200 GAL./AC. SUBMITTED PRIOR TO SUBDIVISION FINAL INSPECTION TO THE C CAR //i~ C7 STORM WATER BMP DETAILS ~ Q
DEPARTMENT IN ACCORDANCE WITH THE CITY SUBDIVISION ORDINANCE. C7A STORM WATER BMP DETAILS ~ ~.••~1 ER s
ORDING TO PLAN. ~ F~
18.NON-STANDARD ITEMS (i.e. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN WAY REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE CHARLOTTE 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOP! C8 OVERALL WATER ~ SANITARY SEWER PLAN , z: ~ ~ 03 • v , AVAILABLE TOPSOIL
DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA DEPARTMENT OF 3" DEEP. TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. • A ANITARY SEWER PROFILES - No. : 0 6 DEEP. C9 S ~ h.
TRANSPORTATION BEFOREINSTALLATION. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT ANI REMOVED FROM CIO WATER ~ SANITARY SEWER DETAILS 'ABLISHMENT AND i G~1•'•
MAINTENANCE OF VEGETATION. i~ pE AR . ,`O~
4. IF NO SOIL TEST IS TAKEN, FERTILIZE AND LIME TO BE ACCORDING TO SEED ONSULTANTS ' • C i/ )RDING TO SEEDING ~n/~ lllllllll111
VICINITY MAP SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS./1,000 SF OF )0 SF OF DEVELOPER ~ BOULEVARD CENTRO
SUPERPHOSPHATE. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL )RDING TO SOIL 500 EAST BOULEVARD
TEST REPORT. CHARLOTTE, NC 28203
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE XED WITH THE [phone] Scale; N,T.S.
SOIL DURING SEEDBED PREPARATION. 2t Ma Vzctin ARCHITECT= DAVID FURMAN ARCHITECTURE LY 2 2 17 JU 00 Date.
y p 500 EAST BOULEVARD
scale not to CHARLOTTE, NC 28203 004-015 Project No.. _
[phone] I
Revisions;,
.w est Q B( LANDSCAPE ARCN.= DESIGN RESOURCE GROUP, PA 21 APRIL 2003 PER MULTIFAMILY 1230 WEST MORENEAD ST, RFV~W
~a o BORE YOU DIG SUITE 214
~o CHARLOTTE, NC 28208
X ~?or [phone]
t~;n doh
x~~ A.,.. R P PA. - C;NII_ ENGINEER= DESIGN RESOURCE G OU ,
CALL I SOO 632-4949 1230 WEST MOREHEAD ST.
N.C. ONE-CALL CENTER CHARLOTTE, NC 28208
0 N IT'S THE LAW [phone] - - - -
SURVEYOR= ANDREW G. ZOUTEWELLE - - - - - - - 1914 BRUNSWICK AVENUE
CD i CHARLOTTE, NC 28207
[phone] Sheet of
G \SDSKPROJ\004-015\dwg\Cover,dwg 4/21/2003 610:00 PM EST