HomeMy WebLinkAbout4303-2m
SHEET 1NDEXm
DRAINAGE
CONSTRUCTION NOTES QUANTITY ESTIMATES
1FOR1,111A
STATE PLANE COOPDINATE
NOO
DESCRIPTION
UNIT
OUANTITY
(11\1AD�.
INSTALL 24 tv RCPq 2000 D
LF
102
1 r1__ 0�9
INSTALL 15 cmpq 3000 D
L F
4-2
AND CARRIED
INSTALL 72 RCP9 1500 D
L F
8 5 4
2 NlY
INSTALL 36" RCP5 2000 D
L F
1 _-) -1-1--IL CIT"(
MAN�,,IER�
ENGINEER
INSTALL 42 �[ CMP RISER PER DETAIL ON SHEET 16 OF 20
EACH
0
(F)
CONSTRUCT 72 CONCRETE PIPE CONNECTION SEE SHEET 7 OF 20
E A C H
B R I �,\l G TH E [\A
CONSTRUCT CATCH BASIN PER APWA ST'D PLAN NO 314-2
EACH
�
INSTALL 15 it AFES PER CALTRANS STD PLAN D94A
EACH
CONSTRUCT CONCRETE DROP INLET PER CALTRANS STD PLAN NO D73
EACH
11�,,,ITO C01,�IFOPMM,,ICE WITH THE
53.
CONSTRUCT MANHOLE PER APWA STD PLAN NO 320-1
E A CH
0
z
00
CONSTRUCT MANHOLE PER APWA STD PLAN NO 322-1
EA C H
2
CONSTRUCT TIMBER BULKHEAD SEE SHEET 10 OF 20
EACH
2
csyl
INSTALL 18 �1 CMP RISER PER DETAIL ON SHEET 16 OF 20
EACH
7
CONSTRUCT CONCRETE BULKHEAD PER RCFCWCD STD DWG M81 6
EACH
m
SHEET 1NDEXm
DRAINAGE
BA`__-jED 0��4 11-1E CAI
1FOR1,111A
STATE PLANE COOPDINATE
NOT C0MME[,,,10E
QUANTITIES
1983 NORTH
AMERICAN DATIUM,
(11\1AD�.
ELEVATI01\1S APE
BA`__1ED
011 GEOID MODEL
SIdOWN
GEOID99 �COI`IUS).
VICTC)RIA
FROM CHERP"(
AND CARRIED
FORTH
PN A DILIGENT
OF 20
2 NlY
PP#,I',7)10097
1 _-) -1-1--IL CIT"(
MAN�,,IER�
ENGINEER
CZ)
0
(F)
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L F
L F
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i- F
D- 1
1
0
1
68+85.38
PER DETAIL SHT 7 OF 20
D-1
1
0
b
'146
72 RCP
b
c
3.84
1
9.94
19.40
704- 14.30
APWA Std PLAN 320-1 SHEET 12 OF 20
c
d
389
72 DI RCP
ci
_e
3.55
1
8.35
74+07.45
APWA Std PLAN 322-1 SHEET 1 1 OF 20
e
f
270
-72" RCP
f
9
3.291
1
71000
16.50
1 76 -1--88.79
APWA Std PLAN 322-1 SHEET 1 1 OF 20
9
h
49
72" RCP
h
77+42.91
RCFCWCD Std DRAWING NO. M816, SHT 10 OF 20
1
D 1
2
0
1-04
238
'70-1-29. 91
-- --
TYPE G1 DI PER CALTRANS STD PLAN D73
4��
------
D
2
lb
b
8.5
33
c 411 _�:)
SEE SHEET 17 OF 20
b
c
1
-04
7 -40.35
Mod APWA Stkd 314-2, SHEET 8 OF 20
c
c
d
(9.5
49
-PLAN
24 RCP
d
e
20
24 RCP
e
2
f
704-78.58
Mod APWA Std PLAN 314-2 SHEET' 8 OF 20
2
f
D-1
3
0
6.8
PER DETAIL, ON SHEET 1 Ej OF 20
D-1
3
3
b
36 RCP
3
b
D 1
4
0
PER DETAIL SHEET 10 OF 20
D-1
4
4
b
80
36 IF RCP
b
D-2
5
2.7
PER DETAIL ON SHEET 16 OF 20
D 2
5
C
5
ID
42
36 RCP
5
b
c
AFES PER CALTRANS STD PLAN D94A
5
c
15 R C, 1-1, SEE SHEET 18 OF' 20
29,,87
42
102
191
854
2
1
1
2.7
6.8
1
1
238
PROJECT TOTAL
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
BA' --,-['-7j OF BEAR11\JG'S
COORD11\1ATES SHOW[,,1 ARE
BA`__-jED 0��4 11-1E CAI
1FOR1,111A
STATE PLANE COOPDINATE
NOT C0MME[,,,10E
SY STE M 7 011\1E 1_3
1983 NORTH
AMERICAN DATIUM,
(11\1AD�.
ELEVATI01\1S APE
BA`__1ED
011 GEOID MODEL
SIdOWN
GEOID99 �COI`IUS).
VICTC)RIA
BENCH MARI,�
GFS I SET 2'' IP CONCI SHO(J1_[_) CONSTRL)CTION OF TI -IF REGIJIRED
Vv/` CADOT_
BE j
''GPS I
IMPROVEME�1,111TS
NOT C0MME[,,,10E
WITHIN TWO
OF
2C)02'' 0.5
Ml
�VLY
`,r'EAR':_z-), OF T1 --1E
1HIE'RE01\1
DATE OF APPPOVAL
SIdOWN
5
VICTC)RIA
FROM CHERP"(
AND CARRIED
FORTH
PN A DILIGENT
OF 20
2 NlY
PP#,I',7)10097
1 _-) -1-1--IL CIT"(
MAN�,,IER�
ENGINEER
MA�Y RECILHIRL
1 8 6 9 6'_5 2. 2 2
6 7 1 3 9 4 -4 6
R E V I S, I C-) 1\1 S T 0
T 1-1 E P L A [,,l S T C)
B R I �,\l G TH E [\A
5
�
11�,,,ITO C01,�IFOPMM,,ICE WITH THE
STAI"IDAPDS
IN EFFECT. I RE v I s I "'Y'll s
E ki R ' S � [I-) A T E � C I T "( T E
PPROVALI 'APPROVALI DA
00 ea
'Ov�, too "."'o
'Ov�,
'Ov�,
0 "'A X
PROJECT MANAGER
REGISTEPED CIVIL ENGINEER
SHEET
1
OF
20
SHEET
2
OF
20
SHEET
3
& 4
OF 20
SHEET
5
& 6
OF 20
SHEET
7-20
OF 20
... . ....... �` .. ........... __11-1-1 ,""",
%* Iv 11 1 a N. %�p
.. ..... . ........ .....
0 6 8 // 0 7
_F)F,
DATE' DRAWING NC,�'
. ......... . ...
C 1-1 E C, K E D BY'� APPROVED R
4,� 5
21
Al I T Y t [\I G I E- E'R
DATE' _4
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