20061631 Ver 1_Site Plan_20061009

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NIP NATIVE HERBACEOUS SEED MIXTURE
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0 ~ D NTION BA I NIP TUPPERPIACE
oust DRAWN
R/~' s'~~o 20' DRA~NA E EASEMEN
sEEO THE olsTURa~o TJ S AREAS WITH CHECKED:
_ A NATIVE HERBACIUS C M S
SEED MIXTURE.
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EIP UP U-,CYI CMS
50' 1W NIP NIP DATE:
S/24/06
R/W R~ EIP EIP NIP
SCALE: t" = 40'

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282 REVISIONS
280
278
MERRYWOOD
PLAN AND
PROFILE
SWEET
276
DWG NAME:
ruaa~r~auc~
274 EXIST NG STREAMBED IN 274.10 DRAWN:
TJ S
CHECKED:
CMS
REVfEWED:
CMS
272
DATE:
1+00 24-00 3--~no
10/4/06
SCALE: 1" : 20'
270
SHEET 1 OF 1
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NOTES; U ~ ~ C~J
1
1, BUILD INVERT INSIDE BOX; ~i
Q. ~ ~ J 2. CMU'S pR PRECAST BOX ' ~ • ~ ~
3. PLACE EXPANDED ~STEE!.,~"uRATES OVER (1
2" WALL OPENING FOR T~--A'Sra SCREEN. .y$ 4. PLACE EXPANDED STEEL GRATE OVER i"°'
WEIR OPENING FOR TRASN SCREEN. ~ TOP ELU, - 272,0 ~ W
5, INSTALL 4° DRAIN WITH 4' GATE VALVE ~ W
TO DRAIN BASIN IF NEEDED FOR FUTURE ~ . MAINTENANCE. KEEP CL05ED FOR ~ ~
FOR NORMAL OPERATION. ~ 6" Z
8 OVERFLOW ELU. = 271.0
EIP _ > ~
0.
„ ~ 2 WALL OPENNING
EIP z~ Q IP ~ INV. ELU, =869.0 w
a _ 4" PVC 12" oIP ~
INV. OUT ELU. -285.7
EIP DRAIN
EIP _ w__ EIP
BOTTOM SLAB TO BE 1' THICK BY 4, 5' X 5.5' W
INSTALL MANHOLE COVER IN TOP SLAB
EIP FOR ACCESS. fNSTALL MANHOLE STEPS TOP ELV.=272,0 `1~j1„ir~rr+rrr
~ - ON THE INSIDE & OUTSIDE OF OUTLET. ~e l \~,,oQ~`s1 CA~p'~,
!P ~(~~~7r''Y ~~~r ~ ~ r ' ~ n i
. \ ~ ~~ti~ ~ ~ ~ iNSioE~~M. OVERFLOW WEIR ELV= 2710 ~ SEA
\ ~ ~5~2 '
~ ~ NE ~ ~ 10 ~s 19
~ \ 2" OPENING ~ 269,0 i ` 5~~~`' grfrhtUUtlN~~~~`
FF
EP R 4" DRAIN INV. ELV.=268.0 12° 6" LIP ON ALL 4 SIDES
\ NIP ~ ~ ~ DIP
1 \ 5~ 1
~y _ ~ 9LE HAN CAP RAMP ~ 1 ~ W ~ ~
Ef P ~ ~q U S~ ~
M ~ R- ~ W ~ ~ \ #4 BARS 8"OC. BOTHWAYS
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~ _ ~ CL 1 0.. 18 BOAR OUTLET STRUCTURE
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PARRISH TREET , rn ~ m ~ i Q.
1.7 AC ~ ! ~ Starmwater Analysis ~ , a
N Drainage Area ~ ~ 10~,~2 ac
~ ~ ~
QJ Q OOUBIE MANOI AP RAMP , 1O vE g r
z ~ g cces dr ve Q 2 Existing 9,50 cfs ~~I ~ ;ces dr Q2 Pos# 28,49 cfs 1>
4 DOU HANOIC P RAMP
_ ~ E!P NIP Q2 Discharge at Basin ~,A
EIP ~ Q 10 Existing 12, 56 cfs • ~ ~ ~ ~ ~ ~
M ~ Q10 Post 37.88 cfs
0~ Q 10 Discharge at Basin 6,78 cfs

JB NIP REVISIONS
1 ~ UNITS (SF) (ACRES} (LBSIAClYR) (LBSlYR) (LBSIACIYR
N
~ ~ RR OOD AVE, ~
~ T PERMANENTLY PRESERVED UNDISTURBED OPEN SPACE 1,38 0,5

o AQU C BENC PERMANENTLY PRESERVED
MANAGED OPEN SPACE 0.59 1.2 0,71
RfW- ~ E
NIP RIGMT•OF~WAY 1,60 14 22'40 STORMWATER
N LOTS (5.3 DUTAC) 8,10 S.4 43.74 SHEET
C>* lCj P OSED E' IP ~ ~ 3 P OSED E ~ TOTAL 91.67 66.8
~ 29 D NrION A D NTION A IP AVERAGE FOR SITE 5.73
0 4
/w $"a!o 2p'
DRAINA E EASEMEN ~ ~ ALLOWED _ DWG NAME: `'SEE BUYDOWN AMOUNT SITE AVERAGE AMOUNT DIFFERENCE TUPPERPLACE ARE
S ~ '6'01 " 49 A N 5,73 3,6 2,13
E 69 8.9 7 25 5EE ~ DRAWN:
~ r~S BUYDOWN PAYMENT DIFFERENCE RATE ACRES TOTAL PAYMEET
o Y ~ - , 50' W CHECKED: . .
/W ~ _ 1s s,zo2sa _ . . ~ . CMS _

I F** NIP REVIEWED:
CMS
\ DATE:
1 8/24/06
SCALE: t" = 40'
I