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05.96INY 60INV
121
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16.�60NV
19.20TO CONSTRUCTION NOTES
--0600-
09.18TG- -
12� 1 11NV G
lAfV 19 35 ozi
PV
'l INSTALL 8 C DRAIN PIPE, SDR J-5 OR APPROVED
1&60
2 rff��961TAG(wy� 2
12 (2) INSTALL 12- HDPE DRAIN PIPE
..8
16. 70T 900.1
0 �2
J5 I ii
14.700V -4 .1 .91
62576
05�81
INV DIA. RCP (1305OD-LOAD'
INV INSTALL 12
18 20T
INSTALL 18" DIA. RCP 0J50D-LOAD)
-405
20A 19.70T
11+2747
3. ,YINV
710,
.0
_14.9RIM
/M V12
jj V12
INSTALL 24" DIA, RCP lJ50D-LOAD
53�,_48.2071G
12+43lk63
.4.161W
I& 70TO INSTAIL J0_ DIA RC -P (lj5OD-LOAD)
35 1AJ71N
LL J-6- DIA RCP (135OD-LOAD)
(2 Q�035.561NV
INSTA
7
INSTALL BROOKS PRODUCTS CB -3636 CATCH BASIN WITH BO'T DOWN
26r 0
08 STEEL PARKWAY GRATE OR APPROVED EQUAL PER DETAIL, SHT, 6,
16. 70
2
14.
OINk)
0,x/
INSTALL BROOKS PRODUCTS CB -2424 CATCH BASIN WITH BOLT DOWN
09
10
N
STEEL PARKWAY CRATE OR APPROVED EQUAL PER DETAIL, SHT 6
lby 1212 CATCH BASIN WITH BOLT DOWN
INSTALL BROOKS PRODUCTS CB
12
10
-9ZORIM 0
or
STEEL PARKWAY GRATE OR APPROVED EQUAL PER DETAIL, SHT 6,
05.001AW
UNDER SIDEWALK DRAIN,
1 db INSTALL 8" CLEANOUT TO GRADE PER DETAIL 11 ON SHT 6,
31�4" CAST IRON PIPES
PLAN,
PERPREXISE GRADING, lb
N BASIN AS CLLAN OUT FOR 12" AND 15"
INSTALL WYLOPLAST" DRAh
j ILS ON SHEET 7
h`DPE PIPE, PER MANUFACTURER'S SPECIFICATIONS AND DLTA
IN
1-7 CONSTRUCT CATCH BASIN PER 0/7-Y OF FONTANA STD. NO. 121.
10 1
14.2Rlbv0_l_,L_
r 10+4Z87
10+32 9 0
W=PER PLAN, V=PER PLAN
1228lNV,,_ Av,% 1 8 VPE _Fl
5, 101NV 4b -I 13.40INV
CONSTRUCT GPATING CATCH BASIN -ALLEY PER A. L2 WA, STD, PLAN J04-2, SHEL7 2
�6, 1
M
lf,+ 1R9 C.
1 40 Ll C8 20 -Z\
2
s�7 5=0,010
ffivSTALL S.D. MANHOLE PER A.P.W.A. ST. PLAN J20-1, SEE SHT 6 AND LOCKING
165�
V=4, 85
"V 4
S= F MANHOLE LIDS PER A.P.W.A. 3T9. 210-2, HEREON
J
12+0&
'122 11+74.9
0
N 1-47
2.55NV L4 END L INE C
2 '4� 401W
106 INSTALL D. MANHOLE PER A. A WA. STD, PLAN J2 1, SEE SHT 6 AND LOCKING
10+35.31 4NLETf I- r .05 Ll 1+92.57CC MANHOLE LUDS PER A.P.14I.A. STD. 210-2, HEREON
:&rAND PlErf(Cl ow) -F'C 13.53INV
e
III L
21
o Y
& f i `NCTION STRUCTURE PER A.P.WA. STD PLAN J351-2, HEET 6
3.50 CONSTRUCT Jb
lj '
08 IN
St7�O
4, LAI
CONNEC T TO EXIS TING STORY, DRA IN PER A. P W A. 3 T -D. PLA N JJ5 - 1, SHEE 6
1+ 15.488C I
@�10+10910,25 Oyff C A
10 OR27INV
+ rC-3-
Q J9 INSTALL 15" HOPE DRAIN PIPE
�241W "A
A -MaxWell V OR EQUAL APPROVED INJECTION WELL PER DETAIL
LATE94L D-2, 10+73.34EC (�O INSDILL
OAJ nrAIAI
SEE STORM vlowN 06.95INV SHEET 4, STORM DRAIN PLANS
L Y7LE: CREEK RD.
ImpRovEmEw FLAXii 7
CONSTRUCT INFILTRATION TRENCH AND B/0-SWALE PER DETAILS ON
MPSD lffiVE V. SW
10 GRADING PLAIi ALE5 AND TRENCHES ARE NOT A PART OF STORM DRAIN PLANS,
sHr s, DWG 3670 +22.44 1ATC-1"
14W -RT (290)� 0+3&55 -2' 29
=10+00.00 LArC
(VERIFY IN, FIELD) C -R D
U2 GROUTED COBBLE OUTLET STRUCTURE PER PRECISE C A ING PL
0&061NV Ali
04.921MV
.0396
DEMO AND EANO 4
C4 T I GROUTED COBBLE SPILLWAY STRUCTURE PER PRECISE GRADING PLAN.
TtMIPORARY 8RCK MORiAO 1 5 17 10+44�098C
0 INY
BULKHEADI 06921NV 10+61.76EC
LA TI"C-
10+03.� OZ62INV v in. b p
15 ------ G: �Documents and Settings �redlo �Yy Documents \RdylId a m
T, -"C:--� I (�j4
EW DETAIL SHEET4
/NSTALL STAND PIPE INLET STRUCTURE PL
10+11.58 101±68. 498C
ND PIPE STORM DRAIN PLANS
OZ981mll
E
10+86. f-3EC
06.80,'NV 11+11.81
U5 INSTALL 18- HOPE DRAIN PIPE
08�581NV
ENO PIPE
L 11 19 S=0.0396 09. 601MY'
1 �OCTC. il,
380T , 12.97FL Cl� C5"118 INSTALL ADS IVATER QUALITY UNIT" (OR APPROVED EGUALI TYPE
W=J. 5'0 V=5 0
PER PLAN, MAUTACTURER'S SPECIFICATIONS, AND DETAILS ON SHEET 7
14.60TC, la77FL U31
J
W�=J� 14--,10
C271 INSTALL KRISTAR "FLOW -GUARD" + PLUS (OR APPROVED EQUAL)
PER MAUFACTURER'S SPECIFICATIONS AND DETAILS ON SHEET 7
INSTALL NYLOPLAST DRAIN BASIN WITH INTERNAL HOOD (OR
U8
35 NTS
APPROVED EQUAL) PER MANUFACTURER'S SPECIFICATIONS
AND DrETAIL ON SHEET 7.
CONSTRUCT JUNCTION STRUCTURE PER A.P WA. STD. PLAN J40- 1, SHEET 7
Q J6' �A)
QO) INSTALL 4" SDR35 DRA/tV PIPE 5=0.010 MIN.
(L6) Q�A)
INSTALL ROOF DRAIN PER DETAIL SHEET 4
01
IS Q2) INSTALL 6" SDRJ5 STORM DRAIN S=0.010 M&
NOTES:
1, THE CAST iRON USED SHAL_ CONFORM WIT14 ASTM A-48 CI ASS 358�
4`SDRJ,5 SD CONNECTION FOR RETAINING WALL DRAIN WITI-J, CAP
L -RAME AND COVER SHIAL! TUry 0-jj
2� HE BE 'COATED WITH ASPHAL I OR
TESTING AND INSPE -]ON,
BITUTPt4OUS PAINT AFIER
WITH THE LETTER 'D' FOR STORM i RA �J�4) CLEAN OUT PER DETAIL 11
4Q�
1/7 3, COVEReS SHALL BE CAB D iNS ON SHT 6 FOR R.W.DRAIN L 11"VE TA BL E
AND "S' �OR SEWERS AND THE AGENCY IDENTIFICATION !N ACCORDANCE
A
J 7f TIONS FURNISHED BY THE AGENCY. THE LETTER '0' OR
WITH IN
Bt STRUC
7 'IS' SHALI BE APPROX'MATE! V 65 n -un (2 �/2'1 HIGH WITH 1�1 rrvn V/2" LINE BEARING LENGTH
'X /N PER DETAIL
AND PLACED IN THE CENTER OF THE COVER. ALL LETEP-�
!E ft)11�14 5 ATE PARK DRA
L IN L 1 19�25
N44'19'OJOE
-INISHED SURFACE OF THE COVER,
IALL BE FLUSH W�Tjj THE F HEREON.
SP
L2 35.44
OT 4� FOUNDRY iOENTIFYgNG MARK, HEAT AND DATE SHALL WE CAST ON THE
IV89'1 9'04 'E
�L 'A'
F THE COVER AND ON THE INSIDE OF THE FRAME. 0 jql "E 14
t N4 1'48' -
BOTTOM 0' J6' 8- DIA DECK DRAINS PER Lj
COVERS AND FRAMES SHALL HAVE Tin" COUNTRY OF ORIGIN L4 24,07
ARCHITECT DETAILS, N86'48'51 "E
i�APKIND IN COMPiJANCE WITH FEDERAL REGULATIONS,
PLANOF COVER '51 "E
L5 15.77
N41'48
IWE�Glj RAME SHALI BE 73 ka (160 POUNDS) WE�GHT OF IOVEP
TOP VIEW 6� HT OF p
SHALL BE 91 kg (200 PZTJN05L ACtUAL IWEIIGHTS SHZL BE Wl 'HiN L6 NOO'40'57"W 35. 1741
ELAN OF FRAME
A RANGE OF 95% 0 H0%.
ffi I �nl,� L7 S45'40'56"E 44.09
-1 8Y THE ENGINEER
E V 'OLE FRAME AND COVER SifALL BE INSPECiED
7. TH iANH
L8 6.70
N89'19'04"E
0 V41 01A, PRIOR TO SH�PTAENT To THE JOB SITE. ACCEPTANCE WiLL BE INDICATED
25.69
�7\ -BY THE AG35NdY�S IMARK. L9 S45'40'561F
EV
10
It � 8� THE PROOF -LOAD FOR TEST MET 00 B OF STANDARD SPFCIFJ- L 10 NOO'40'56"W 11.58
UZI CATiONS IS 25JOO kg (55,300 POUNDS),
Lll N00'42481W 222.35
VERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS, PARKWAYS AND
L 12 N34'1 7JO OE 70.86
----- -------- ER PLACES EXCEPT PAVED STREE"I'S SHALL SEE PROVIDED
ALL OTH WITH
cSOCKET SET SCREW LOCKING DEV�CES. DRILL AND TAP TWO HOLES TO A LIJ N41-48'51 -E 19.62
COB 43 V41 laAE-3 J� IEPTH OF 25 mm fl') AT 90 OEG�EES TO PICK eOL;-r AND INSTAI L 19 mm
CIO It,
14 N82-j8'160E 9J.51
x IS mm ('2/4' x 3/4'1 STAINLESS STEEL 5OCKET SET SCREWS 7W-Ji4 L
iZI 3�41 HEX HEAD, ALL THREADS SHALL BE Nz,
10 mrri (3/81) RECESSL
COVER LUG L 15 A14 1'48`5 1 `E 7a 69
i 0, DIMENSIONS SHOWN ON TH�S PLAN FOR METRIC AND ENGLISH UNITS
�N 8-B L16 100.00
END VIEW N4 1'48'51 `E
SECTIC
ARE NOT EXACI EQUAL VALUES. J;z' k4ET-RJC VALUES ARE USED, ALL
ES U�ED For, CONSTRUCINCIN SHALL BE METRIC VALUES, EXCE L17 64�94
VALU- PT N00'40'57V
0 REINF&RCING SAR SEZEO IN ENGLISH UNITS MAY SE SUBSTITUTED FOR
BAR SIZES. H- UNITS ARE USED, ALL VAi UE U D L 18 S89,19,03V la2l
IVETRI SE
FOP CONSTRUCTION SHAL� BE ENGLISH UNITS.
L 19 N892071F 4Z87
NJ7J8'16"E
27.09
L21 N44'19'030E 74,50
4-
-1,
L22 9'0J`E_ 74.50
e/. LOCKING GUIDE
5x
SIDE VIEW C—C
SCALE IN FEET
-Ko
f 0 60' 90' 120'
1 14 la-;
1:'l
J I no I Z
0-0, M_ 'No
CURVE TABLE ------- - AMEFUCAN PUSUC WORKS ASSOCIATION - SOUTHERN CALIFORNIj
SEE SHEE T 112
RADIUS LENGTH "I MANHOLE FIRAME
CURVE DEL TA TANGENT 610 mm (24'
p A. mn r_n 210-2
;eR I nrwlmn Typp I
REV. 1 REVISION DESCRIPTION
C 66388
cp 6-30-06