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LOT SEWER SERVICE LINE NTq
V � 6,024 Sq.Ft
Matthew B. o
---- N 88°42'01"W S.9
30'RNV T w Cotterman
15873ES
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INSTALL j IE LINE
LAION�, FER-lP�
SEWER SERVICE LINE II
~x9-~I$—s` 99 •=s ° —''A"�q +_� � I ��I� I GINSTAL 2'VVIDE DOUBLE
UTTEL&CCNC FILLETS
f2,59 TO.MAINSIAB=5.50 T0. G S B 4. ATAPPROACH
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.42 (2.66 £ N.13 50 II II I R '08 Y 0 10 20
T I ( 1 Y ', SCALE IN FEET
TY E B BLDG Y
CONTOUR INTERVAL
(5.46 ,I3. 3./9
068 S 31 ST
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js a (2)3-BED UNIT
—� N a N69 (6T9iY Y �s.
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(295 INSTALL IEWATER
SERVICLINE P) 3
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T I \ \ • PROPERTYMONUMENT A N TED
T..MAIN lrlB - 4\ (S NOTED)
i £ 0 S 5 TO.GARAGE SLAB I� — — — \\ Y 9� l�r. „—PROPERTY LINE
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3.3 -------ADJOINING PROPERTY LINE
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STING MAJOR CONTOUR LINE(5'INTERVAL)
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3
EXISTING MINOR CONTOUR LINE(1'INTERVAL) �6 W
(329 - - - \ \ x 3DDo EXISTING SPOT ELEVATION I�
NNI \\ �\ xP9.96/ PROPOSED SPOT ELEVATION
r - t (ssN A - \ SS PROPOSED DRAINAGE DIRECTION F-5
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W 446 \ INSTALL&'WIDE DOUBLE —PROPOSED DRAINAGE SWALE
.i y A0 ME1EP5 "06J \ 42 GUTTER&CONC.FILLETS —y__�,__y__y-UNDERGROUND ELECTRICAL LINE I�
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INSTALL 4"SANITARY N�'i 46) - 2z/ \ \ CQ Q- \ �. y y OVERHEAD POWER LINE
I I SEWER SERVICE LINE \ \ � pp
'54 POWER POLE
r AV w y GUYANCHORWIRE
EXISTING UNDERGROUND GAS LINE
ems`-��—'�� -IY-° 1363 A \ •'\ 1IN —s—y—y—EXISTING UNDERGROUND COMMUNICATION LINE
TO.MAIN SLAB-5.50 T.O.GARAGE SLAB=4.50 \\ M—TM.—^%—EXISTING UNDERGROUND CABLE TV LINE
WATER LINE
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FIRE HYDRANT
o a46 -- _ pd WATER VALVE
p l T PE L G — ------------
WATER SERVICE CURB STOP
074 S 31 ST AVE_ ass -SANITARY SEWER LINE
fs46 '(2)3-BED UNITS 91 BLOCK I SS SANITARY SEWER MANHOLE '^
PHASE4(b) 22,763Sq'Ft ® STORM SEWER MANHOLE
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-INSTALL 1"WATER
SERVICE LINE ROPOSED STRIPING 19�STORM DRAIN LINE
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ILP ---LIGHT POLE
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TRAFFIC SIGN ~� W
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TO,MAIN SLAB=5.50 TO.GARAGE SLAB=4.50 EXISTING COMMUNICATION BOX �F�y
LOT 6 ❑E EXISTING ELECTRICAL BOX �y
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(5.00') 3 203 Sq.Ft ® WATER SERVICE CURB STOP O � O
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I sX PROPOSED BOLLARD LIGHT
i r (.41 \•�i':: ("8. 26) 4251I I I� r1 � c LC�
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Ir PROPOSED 5'WIDE CONIC.SIDEWALK
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BIKE PARKING E-
4 >74
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TO.GARAGE SLAB=440 Q E�
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70.GARAGE SLAB TO,GA SLAB
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1 1 \n POSED STORM WATE '�s�a 2995 GRAF ST = �11'
I TENTION POND#1. ss - (3)3 BED UNITS _ C7 "
VOLUME=250 CU FT DEPTV=3. YJ
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N 1 4 ..P.ELEV=4.50.SLOP ELEV=350 ¢ PROPOSED
3---µ~µ n•. n,. �� I i SEWER SERVICELINE O j =__- PHASE 4(C) _-- _-- DRY UTILITY
4:1 SIDE SLOPES
y - _-" ---- SERVICE LINES W
NGO' F P TO.MAINSLAB=9.40 TO.MAIN SLAB=9.40 III U W N
s RhV LO.MAIN SLAG=9.4
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IN TALL 1.5"WATER I
SERVICE LINE
15'SETBACK III
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--- _____ __-s_7'_NOACCESS STRIP________________________ _ _._._.—.--.----
I 88°56' — — ----- -
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EXISTING 6'WIDE CONIC.SIDEWALK t
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\ � REV.
DATE
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#20120