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`may 875
874
POR ABLE
RES ROOM FACILITY
874.00
873
PROPOSED HOU
875
PROPOSED HOUSE
CONCRETE WASHOUT SHALL HALL BE LEGIBLY
POSTED AND SHALL BE "CONCRETE
WASHOUT COLLECTION BAGS: PROVIDE
LEAK -PROOF COLLECTION BAGS DESIGNED
SPECIFICALLY FOR COLLECTION OF If
CONCRETE AND CONCRETE WASHWATER.
/--SILT FENCE
PER SUDAS 9040.119
(TYPICAL)
874
4:1 SIDE SLOPES
(TYPICAL)
HATCH REPRE=NTS RECP
(TYPICAL)
EXISTING ROCK DRIVE -
CURRENT STORM
WATER FLOW
(TYPICAL)
DO NOT STREE
OR TREE RC
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END OF 4" PERFORATED °coc°�00
DRAIN TILE: 868.15 � o o c
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END OF 4 PERFORATED o c o 0 0 0
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DRAIN TILE: 868.05 0 0 0 c 0 0
�00 ocCI,
20.0 LIN. FT. OF o c
4" PERFORATED ° ` "
DRAIN TILE @ 1.0%
c
OUTLET STRUCTURE
(SEE DETAIL "A" SHEET D.2 _
30.0 LIN. FT. OF 4" PERFORATED
�00DRAIN TILE @ 1.0%
O
O
INT1
INSTALL
STABILIZED CONSTRUCMION ENTRANCE
REFER TO SUDAS 9040.9-0
872
872.50
CONTRACTOR PARHING
DEBRIS DUMPST:R
(SHALL BE COVERED TO PREVENT STORM
WATER CONTAMNATION)
EQUIPMENT & MATERIAL
STORAGE
872.20 872.10
Jr'ILL f\l 1
W. 6th STREET & EUREKA STREET INTERSECTION
UNDER CONSTRUCTION
SWPPP MAILBOX
(TO CONTAIN PERTI NT SWPPP
INFORMATION)
W. 6th STREET UNDER CON -RUCTION
873
872
871
872
� 875
872
874
873
872 C77S7
869.17
�O
TOPSOIL-�
STOCKPILE
(RESPREAD UPON COMPLETION
OF ALL IMPROVEMENTS)
n 871J0877.90
?7
O
REMkCE
62 S.C.C. SIDEWALK
SILT FENCE
PER SUDAS 9040.119 (TYPICAL)
(J HOOKS SHALL BE UTILIZED ON
LENGTHS GREATER THAN 200 FEET)
ZZ
WESTERN AVENUE
r
874 0 G\
873 O 1
872
O �O
871
870.31 870.62
�O
WATTLE-9" DIA. TYPICAL
(EXCELS10R, WOOD OR EQUIVALENT)
PER SUDAS-DIVISION 9-SECTION
9040-PART ?-PROD UCTS-2.06-WATTLES
871.00 _ 870.91
TOP OF BERM:
871.30 \
TOP OF BERM:
871.30
TREET
`'-PROPOSED STORM
WATER FLOW
(TYPICAL)
"IRVING rQUARE ADDITION"
TOP OF BERM:
j� 872.00
TOP OF BERM:
871.30
m
C
Z
m
TOP OF BERM:
871.20
0' 10' 20' 40'
SCALE: V = 20'
SHEET NO. B.2
HELLAND ENGINEERING & SURVEYING, LTD.