HomeMy WebLinkAboutC3.0 Site Grading and Drainage Plan 02-20-2020 OF MLWTgl9
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2149173
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PROPOSED INLET STRUCTURE AND UNDERGROUND INFILTRATION CHAMBER cFrB 4823 m E
REQ.VOL.1,549 CIF —
PRO.VOL. 1,551 CIF
C
CROSS-SECTION / / T 2
OF RETENTION '
POND SEE E a t
DETAIL 1/C4.1 I N / / m B 2
LOT 41 � I / m o
W PROPOSED DUPLEX PROPOSED SINGLE UNIT
I= TRACT OF LAND < 1,294 SF FOOTPRINT
2,582 SF FOOTPRINT E: b
DESCRIBED I N n N T.O.W. ELEV=4824.05 T.O.W.ELEV-4824.35ai
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PLAT 2138995 "o i — — Z
afO W
2.5 WIDE CURB CUT WITH 5'TRANSITIONS
PROPOSED RETENTION POND I I q
PRO.VOL.=1,669 CF I y�
589*09'57"E TOP OF POND ELEV=4821.70 2 n
DEPTH=1.5 FEET B�fIl
— �10.00 090'50'03" (R1kM) SIDES 4H:1V pp'QyIP�50 I
/IIIIIL .69 / I Q
I
LOT 42
5' EW � 5'STAMPED CONCRETE
CROSSWALK(TYP.)
Z I sh `yh INOo 00 N \
O Mk h
— -0 � , y 0'SIDE
/ S CK
3.4 4 v
PROPOSED DUPLEX
W 2,505 SF FOOTPRINT PROPOSED DUPLEX I 0
0 PRO SFE FOOTPRINT T.O.W.ELEV.=4824.05 2,505 SF FOOTPRINT I m
(n M T.O.W.ELEV.=4824.60 ti T.O.W.ELEV.=4824.21 PROPOSED
,253 SF SINGLE
UN
NT
T.O.W.ELEV.=4824.58 v I CO
W LOT 43 Sao b � W
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g M CT D p o w W a
Y D N0. 2046120 f O O w Q
— — — — — — — - — — — — — 106.053 Sq. Ft. I lieL�
O 2.4346 Acres
U 0 I PR POSED DUPLEX
U P X
m PROPOSED SINGLE UNITO V `r�
pROPOSED DUPLEX 1 SF FOOTPRINT I I Vl O
2,505 FOOTPRINT 2,505 SF FOOTPRINT j T.O.W.O.W.ELEV=4826.41
EL
Q T.O.W.ELEV.=4827.13 T.O.W.ELEV=4826.53 PROPOSED DUPLEX
m 2,505 FOOTPRINT I I Tw
4825 T.OW.ELEV.=4826.61
5.0 5.2 Vl
LOT 44 eee see s?e see s s °s O O
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4
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MP
DTI
-SETBACK CONCRETE
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CROSSWALK 'VAl
PER DETAIL O
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� •SID Aul , (^��] U
�T r ` l V
uc u a °� °� J CE OF EXISTING TRAIL l
O M
69 69 6�0 �06 I
LOT 45 PROPOSED DUPLEX ^ ^ I
5.0'SIDE 2,535 SF FOOTPRINT PROPOSED DUPLEX PROPOSED DUPLEX I
SETBACK T.O.W.ELEV.4827.30 2,535 SF FOOTPRINT 2,535 SF FOOTPRINT PROPOSED DUPLEX
T.O.W. ELEV.-4827.15 T.O.W.ELEV-4827.11 2,535 SF FOOTPRINT
T.O.W.ELEV.4827.35
— — — — — — — — — — — — — / Scale In Feet
20 0 20
Issue Date:2/f9/2020
/ —JI s o s
Scale In Meters
-4827 / / I Contour Intervals: 1 Foot
LOT 46 20 0'
I 1
\ CK
301.65 270'48'04- (M) I I 2 SITE GRADING AND DRAINAGE PLAN CIO
N 1
301.70 (RI) 30199 (R2) SCALE: 1"=30'
/ LOT 48 \ LOT 49 \ PARK
LOT 50
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