Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
91.00
EXISTING
>
6
>
1 IN 3 1 IN 3 1
BATTER BATTER RP809059
83.0
>
>
84.00 2
CUT OFF DRAIN C
OH
92.0
85.00 87.60 NOTE- CUT-OFF DRAINS:
86.0
>
84.0
>
86.00
83.5 601 87.25 OH
IL91.13
>
REFER TO DRAWING 2499-C340 FOR CUT-OFF DRAIN
/
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / /
>
/ / / / / / / // // / / / / / / / / / / / / / / / /
87.40 91.90 DETAILS AND SIZES.
1 IN 3 BATTER
\\\
/
00
S
S
//
TW 90.50
86.
TW 89.40
>
>
86.00
W
TW 91.80
/
EXISTING SHEDS BW 89.20 BW 89.10
S
//
H 1.40 H 0.00
S
\\\
TO BE DEMOLISHED H 0.20 FLOOD STORAGE VOLUME CALCULATION:
>
85.00
/
//
S
85.00
1
W
S
RETAINING WALL DFL (83.44) vs NATURAL SURFACE
>
/
//
9
>
84.00
RP189023
\\\
MAX HEIGHT 1.4m 8 FILL BELOW DFL - 10 099.5 m³
S
B
S
/
324164
//
600 SP SP324164 SP324164 DFL (83.44) vs DESIGN SURFACE
W
>
S
C110 C
S
//
SP324164 FILL BELOW DFL - 10 108.5 m³
\\\
>
REFER TO C350 FOR BIO-BASIN 7
S
/ / / / / / / / / / / / /
>
C110
/
BALANCE
S
W W W W W W
6 W W W W
W
LEVELS AND DETAILS SW S S S SP324164 W (SURPLUS STORAGE) - 9.0 m³
\\\
SP324164
OH
W
S
S
W NO NET IMPACT TO FLOOD STORAGE VOLUMES
>
W W
S
SW
W
W
S
\\\
OH
>
W
>
S
W W W W
S
S
/ // // // // // // // // // // // // // // // // // // / /
/ APPROX. EARTHWORKS QUANTITIES:
S
W
SW MAJESTIC DRIVE
\\\
>
SW SW SW
S
W
//
SW SW S
/
S
OH
SW SW S NATURAL SURFACE vs EARTHWORKS SURFACE
S
S
S
//
S
S
\\\
S
S S S S S S S S S S S S S S S S S S S // CUT - 3 900 m³
W
W W W W W W W
>
FILL - 9 350 m³
S
S
OH
//
BALANCE (FILL) 5 450 m³
\\
>
\
S
//
S
>
INCLUDING TOPSOIL STRIP AND RESPREAD AND
//
OH
S
S
COMPENSATORY CUT. TOPSOIL ASSUMED TO BE
//
>
1
S
150mm DEEP.
S
5 2 20
//
4 3
S
SP316902 OH
S
//
>
NOTE
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