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J 1 . : ALL WORK SF+ALkL •B•E DONE -1 N .ACEO&DANGJ= W I TH C I TY OF
y
RANCHO CUCAMONGA STD . PLANS r; STANDARD SPECIFI -
J' 7 CA-FI ONS FOR.-PUBLIC-•WORKS -C"STRUC.TION LATEST
11 ij Q 3 LL O d Q EDITION AND SUPPLEMENT .
fit' � {,t! �� • '--�_._y- . - r _. . - _
- 2 THE CONTRACTOR SHALL FURNISH A LETTER OF CERTI-
JPFtOT'E+CT EXIST. IINOERGRCjVNO fi �' SA.N RNt�RpiNO
Rn/1 D +
^�00 TELEPHONE DUCT SYSTEM AND c; ��1- QLD fs5. FICATION FROM THE PIPE MANUFACTURER AS TO THE
> N TEST RESULTS OF PIPE INSTALLED.
POT HOLE AS REQUIRED . �9� N W �� ? 1
x
p x ti + O 7 J S1 TE
f H MA _ J AVENUE 4 (9- c? Z S� JECTIONS UNLESS OTHERWISE NOTED.
HELLMAN - _ - Q 3. ALL PIPE LENGTHS SHOWN ARE HORIZONTAL PRO-
- - . O _ F.L.
1`d0 ILL -; BLVD. -
_ _ � 4• THE ENGINEER; DENLUCK/SWITZER 6 ASSOC. , INC. HAS
� 0 - � INVESTIGATED ALL AVAILABLE RECORDS OF THE CITY
' 2�o+o�.r�st ort�ILL T T T T T T T T Q �_ AND THE UTILITY COMPANIES INVOLVED, AND ALL KNOWN
---- �- 0435.33�+ELL"6J4 - SUBSTRUCTUka-AIZ: -SNQWN,, _HOWEVER, IT SHALL BE THE
CLEANOUT 1=X I S T. / }
_ -__ _ ._ __ _ / '� W RESPONS7 B I L 1 T Y OF THE CONTRACTOR TO LOCATE ALL
Ilgo,37 LE` o^ _ -� PRO�EGT ARS
ti �� ,/ Z SUBSTRUCTURES, WHETHER SHOWN OR NOT, AND TO PRO-
�Ba�.NP) Q FUTURE R � ____ _ TECT THE�1 ROM DAMAGE . THE CONTRACTOR SHALL BEAR
0 a Co�tSTRt-�cT 8" mc. n O `� �CfST C'OHC. 15LK. WALL
So235BLE1=DEizPSPE Z THE TOTA ,,LXPENSE OF REPAIR REPLACEMENT OF SAID
/ 0 (20,35%10DAN'LIGNT if� .W SUBSTRUG�URES DAMAGED BY_ HI.S OPERATIONS IN
Q /� 0 LpSTA.4+28,3-5 N .y � �'(O VICINITY MAP I CONNECTION WITH CONSTRUCTION OF SAID WORK .
> WELLMAN AYE. y m D-0
J 0 �; Q NQl G SCALE ._ 5.
JL�
G ' ALL CONCRETE SHALL rAVE _A -28 DAY COMPRESSIVE
R STRENGH OF 3,250 PSI , UNLESS OTHERWISE SHOWN.
M 6. FINISH ALL EXPOSED EDGES WITH 3/4 INCH CHAMBERS.
J ! REGt?ADE �XtST. EASEMENT TO THE CtTy aF
Tlowut tE @ os"/. RANCHO CUCAMONGA I-�R THE
_ IvIIIJ,TO SURFACE #0 STORM DRAiN PURPOSE,& . 7 . DIMENSIONS •ARE_ FROM . FACE OF CONCRETE UNLESS OTHER-
, WISE SPECIFIED.
1 �
�' � CUA►.11.lEL I1.lLET.
T A FACE OF CONCRETE
Q / � 8� ALL STEEL SHOWN ADJACENT 0
O r - SHALL BE PLACED 2" FROM THE CONCRETE FACE UNLESS
T1LL_ BENCH MARK OTHERWISE SHOWN.
NOTE : ALL CLEANOUTS WILL BE -
.f •, 9. ALL STEEL THAT IS TO BE CONTINUOUS SHALL HAVE A
CONSTRUCTED PER DETAIL D _ SPLICES OF 0 BAR DIAMETERS .
I - 13 EL-Ev. l2oS.Z2 MINIMUM LAP AT S LIC S 3
A 4
6�h1G4-1 "ARK NO 8
35.33
1198.0HiQ��� ON THiS SHEET. 2. � Z:i•
24.2 111411.
>
LDC,�TION : 10. AT THE BEGINNING AND END OF ALL POURS A LAYER
N.E. GURNIER FG^ "HiLL 8Lv D. 1NELLMeN AvE. I 3
' E . of �.
OF REINFORCEMENTCEMENT SHALL BE PLACED WITHIN 3
INCHES
3
MATCH LINE SEE SHT, 2 � I.5 t•5 t-1ELLMnN AVE. ,aND so' N. OF F�TL.
NtI Blvp. DRIVE-;DRIVE-; PIN Vel/C.S. - OF THE TRAVERSE CONSTRUCTION JOINTS ., 'TAG IN TOFF CURB @ S.E. QJR. OF FL4"O CF-IaNNE L.
11 . UNLESS OTHERWISE SHOWN, CONCRETE DIMENSIONS SHALL
BE MEASURED VERTICALLY OR HORIZONTALLY AND
_ PARALLEL OR AT RIGHT ANGLES (OR RADIAL) TO THE
- DITCH SECTION B CENTERLINE OF CONSTRUCTION.
12 . ALL PIPES SHALL BE EMBEDDED A MINIMUM OF 3a INCHES
PLANINTO HEADWALLS OR OTHER STRUCTURES.
SCALE P1 = 40' STANDARD DRAWINGS
13. REINFORCEMENT SHALL BE DEFORMED BARS OF INTER-
' -MEDIATE GRADE STEEL AS PER A. S .T.M. A-615, GRADE
-T UANT S
ST1MA ED ITi E
E Q
60
tESCR1 PT 10hl QLV*JTI-ry UNIT
CITY OF RANCHO CUCAMONGA STANDARD PLANS N0.
t
14 ALL REINFORCED CONCRETE PIPE SHALL BE BEDDED
80 PvC BLEEDEt-FIFE I212 L,F, STEEL. GU110M MARKER 4O3 IN ACCORDANCE WITH CITY -OF RANCHO CUCAMONGA STD.
18g ftcp . I600v Ill L.F`
CA"1'C11-4 BA,Sit-1 # I 5O2 PLAN 513 CASE 1 UNLESS -OTHERWISE INDICATED.
ZTv ICCP Fj p 2r9ple L.F, CATCH 13A.151N * e5 Soo
30 " Imp Loo ID 383 L.F.
JUNCTiO1J STiZUCTUIZE C 509 15 . ALL STATE AND LOCAL TRENCH SAFETY RULES WILL BE
?i} RCP (REI�AOVE� LOCAL DEPRESSION FOR SI OE OPEN i NG CATCt4 13A.S4N 518 RIGIDLY ENFORCED.
ZO L. CATCH BASIN MOUNTAIN ROADS PER DETAIL. "C' 16. A PERMIT SHALL BE OBTAINED FROM THE CITY OF
CLEANOUT PER DETA11- "D" 4 EA, CLEANOUT PER DETAIL 'D"
JL1NCTiOIy STRLICTLIRE NCS R.C. STD 5 I EA. RANCHO CUCAMONGA ENGINEERING DEPT. PRIOR TO ANY
CATCH BASIN 0 ( 1.• 21' R.C. 5T0. 502 1 EA. � ENCROACHMENT .OR CONSTRUCT 1 ON WITHIN STREET RI CHT-
OF-WAY .
CATCH 'BASIN '# 1 L s 14' M 1 EA,
CATCH BASIN 4 5 L•8' R.C. STD. SO4 3 E,A, 17 . COMPACTION TESTS OF TRENCH AND STRUCTURE BACKFILL
LOC4.LOt=PREsSi01J L- 14' P.C. STD. 518 2 EA, ` SHALL BE PERFORMED BY A REGISTERED SOILS
LOCAL DEPRESSION L- IB' 1 FA• ENGINEER AT CONTRACTORS EXPENSE . A WRITTEN REPORT
LOCAL DEPRESSION 1-921, Z �►� ' OF THE COMPACTION TESTS SHALL BE SUBMITTED TO
' THE CITY ENGINEER FOR APPROVAL PRIOR TO SUR-
CATCH 8AS1N MT RoAVS PER O ETA 11_ 'G� . 1 EA,
FACING. ,
STEEL GUIDE MARKER R.C. STD. 403 9 EA,
FS-TIMATE-0 CUT 680 CU YDS. - � 18 . ESTIMATED QUANTITIES ARE FOR PERMIT PURPOSES ONLY,
THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION
to A.C.PwNCi46OO SQ.FT. OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING BID.
JUNCT. STRUCT• 3G" SQ. EA. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH
INSTALL OR CONSTRUCT UNLESS OTHERWISE NOTED IS NOT SPECIFICALLY LISTED IN THE ESTIMATED
QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE
2•REINIP. C01,11G, COVERS 4�_ an OTHER ITEMS OF WORK .
PEt? "DETAI L
19 . MAXIMUM TRENCH WIDTH SHALL BE OUTSIDE PIPE DIA-
METER + 26 INCHES .
' d n- ( �u 20 . AT LOCATIONS WHERE REINFORCED CONCRETE PIPE SHALL
I I I I O U CLASS MATE 51Z - MAX2 FOR CRTI CAL LOAD ONLY THE CONTRACTOR HA
M 0 � pC AGGSZEGATE SIZE _ �/�I „ BE JACKED., THE STRENGTH OF PIPE DESIGNATED I S
518 GALV. tJ-90L-r , SHALL
HAMDLETO DROP IU PROVIDE ADDITIONAL REINFORCEMENT OR
RECSTRENGTH OF
ESS IN COVER
PIPE REQUIRED TO WITHSTAND JACKING OPERATIONS .
_p
$/4 4 GALV Pt PE 21 . ALL 3 CATCH BASINS ON NORTH SIDE OF FOOTHILL BLVD.
EVE
4"MIN. N HALL ONL�BE MODIFIFD TO HAVE ALHAMBRA FOUNDAP'(
A _ � �. .
• � .
A-1261 - MANHOLE COVER AP,(, FRA?',!- .Ip ly TYP. 1f , 8 ry .. _ '22. OBTA.1N PERMIT FROM CALTRANS PRiOR1L7
y
9u ENCRCt 4MV T
N VALLA 21_ 8
PIPE SEI= ANDL>✓ OR G171�15TRUCTION YVITKIN FOOTH1L.L. BCX_JLeVARC).
a
DETAI L 12
I DIA .
�" ALHANIBFLA FoV1JdRV LAMPNOLE
ON OUTSIDE BAR No,4 dp No.3 (�@ Go O.C. PLATE -_-- F�1N1S1fi GRA pE A COVER No• A- 1240 OR
APPROVED EQUAL .
2"CLEAR LAPPED 12" ' B/W CEWTERED
I AND WRAPPED YJ/NO. IN SLAB
PLAN g 14wlRE CONIC, COVER DETAIL HANDLE DETAIL
10 a::
01•oo Top COVER FINISH 6RAOE
C • [. ADAPTER
CATCH BASIN NOTES : $" P.V.C . REVISED 12/29/81 APPROVED
„ - _ - WAR N I NG - UNDERGROUND
• I°J9.00 �1 1 . 8" X 8" X i 6" CONC . F� OCK uJI TH N0. 3 _.__
LEOUTL T t STEEL 16 O.C . VERTICAL AND 24 O.C.
HOR I ZO�ITAL . . 1 UTILITIES CITY OF RANCHO CUCAMONGA
NO.3 BAR 2 . FILL ALL BLOCKS WITH GROUT.
BEND PM 6322
CONT. R/w - --- - CONTACT THE FOLLOWING AT LEAST 48 HOURS STORM DRAIN TITLE SHEET
• T _.__ 8 P.V.c • BEFORE EXCAVATION OR BORING AND JACKING :
� 3 . BASE OF CATCH BASIN =SHALL BE �ON-
_ STRUCTED WITH CLASS ' B ' CONCRE i 7 . ,yi�•YE- ,
r r 3O" _ IGENERAL TELEPHONE (800) 422-4132 FRGOOTHILLro 188LVDAST LION ST.
3o P C,P 30 1�,C:P. -- I
R.C.P. 4. HORIZONTAL STEEL SHALL BE PLACED IN FLOW _ FOR UNDERGROUND SERVICE E
l b BOND BEAM BLOCKS . ,OF VINEYARD AVE.
1
S" PV.C, I
! SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 API`'FMEp BY UAI E
IBI E . BIRCH STREET (714) 529-7070 CITY ENGIN FE R.C.E. NO.431
D R _ ..
. : . • . _ . . _ . EA, CA. 9 621 DE � tiN r;� .;�)ti1w":� "v� t
REINF► ttl FSASE SHALL BE
CLEANOUT 2
No, 8Arz5 iCol' o,c. SENT i CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 F' G.
q , _ o u �72"`1•
-__ AS VE2t ICAC DC�hlELS I
19641 SAN BERNARDINO ROAD
; RANCHO CUCAMONGA, CA. 91730
G.
ECTION SECTION
C rB I OF _2_
_
MP. CATCH BASI N - SOUTH SIDE FOOTH I L.L BLVD � 4� � 0_ �8 0 �nf „ ��, --- D
` 15EMCH MARK V40. 18- 13 ELEV. IS05.TZ4
LOCATION
t1.E. CORNER FOOT"ILU BLVD. 4 HELLMAtA 4vE• 13' E. O1^
HELLMAN AVE. ASID 501 N. of F-oc1rN1 Li`. BLVD, DR IVE Pl N W/C.S.
1 TAG 110 TOP CL1r_f5 M S.E. COR, OF FI-000 CHAtvNEI_.
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VERT. SCALE 1 4 _ T`3 PTS
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. Q F- u' �CUF-VE- DATA. 2't f SZ.C,p .,�� C.15, � 15 PER lit,C. S 10 SO4
N ttl ❑❑' " q QN N �SO1 -1501 L-A L- 21 ' V a Co,'TSS 1
�0 pl U •y u ed F a U & 'IZ°14'5-7 90 V N 1 . I I 1 - L.D, PER STO s18 CASE B
to N N R 451001 �. N QC IZ t8 � 12 Q = 1Z,3 C,F•S.
OC�PN N m Q O W V LD- L s ��4` U�9 "+'V I� '4I _ o + E" 9g --
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Kt9UN to fu(n „ P'tt: ; _T : 32. 84` Wap I (t C, B. # 3
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U 0 fn --U U �iu 0, " u N — aoJ , L = 14' V = s.2S -
�(1 �1��u1 d j N + �> 0 i «.y N I L,D, PE�Z STD 51 a CASE B
#_aN Ql 1 I F-N • (� :� I 't fit- W - u. - _ W 4 - Q s 9. $ C•F.S.
N - N N 'l - _ t-O +* cn �d
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- _ t -(I �T2 ��-- - -- - -_ = --- _----
- ------ ---- —— -(8u S.S) �— -- — -- C5,M1H.) ��Ir I — - — - —c10�W)
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---�--— - — - �—-_ — -- ---— — - -�-}(-l0 W) 3
- — — -
{TEL. M.N}) � � �
n � FOOTHILL � ao
N
- -- - - _ - �•` /" - , _ �� � BLVD .
,D _ GL11UE MARK7rR5(PER o IS 16.51 �y ��� Co1ISTRUCT 8p PVC.SDR 35 -ED(BI of
N - v'C' �'' - u �' L c1�S` �' mr-r-nee PIPE co 0.35% TO �1 �Zp N I I)
R,C.STD,403•TYPF"L ) INLET 8 P, e v
Nrir•le.,� 1193,20 I.EI n m y O`S DpYLIG}4T OW KELLMAt1 AVE. PAVED DITCH Gg��,A W I I Q N� 4
�_ �� ,y -o K► 115 dUTLET �t - a ' (SEE15" ET I m A
l9 tt1 ,U2o3) i,
(DA
OA
/ E51,
1201)
X991
-
- a
T�LEPI-►ONE DUCT, GAS , V,4ATEIZ
s __ === s-' = _s =_—s�sszs� zr �s s=ue= C
LINES , ==I--
POT HOL1= AS REQUIR)`D, EXIST, COJ ,OLK, WALL 1 1O' ,� 40
���!!!( ' X02, 991
_- 2. INSTALL 3Co M CAST 10010 MANHOLE PLAN ���-�'_ J x p, ,
FQAMc eo COVER ON CATCH 5ASIT.TS 1 to = 4 G 2 �\�s� �► Lp� �t�cl B K.�
W NOQTH SIDE OF FOOTHILL BLVb, SCALE ,�, 0 .l< E,p �_ — 2 I ExIST. I I II �(,� + 'j WALL
AS PER ALHAMT3RA FOUNDATzY 1 31 X 3' 130X 11 EXiST, CONC.
A 17Q,1.4 . to. iQ• CULVERT. I I) HEADWALL, SLOPE VAR/E'S � �:r � ale)
4: 1 MAX. N I v W N ,
tl �' Q. In - - �' m 0)� REVISED 12/29/81 APPROVED
i I GRADE BREAK >.�T 1 _A.0 � CITY OF RANCHO CUCAMONGA
'�'� M � �g- `�h� � � � �" �, P M 6 322
a a' r2at.ao �nC t� I n
FG. ,i+ 8 � aI.EEDIrR PIPE `" 1 4)�� � NOTE! PAVE WiT 4 Z' A.C. _
_ _ - - - - --- -- O�lFQ COMPACTED ,- STORM DRAIN PLAN 81 PROFILE
BLEEDER ,P -
P' E '
FOOTHILL I LL BLVD . LION
Q ST
_ C1. N �
-- a EA o CST=E
' \ 1 T K FROM 1352 FT. TO 1843 FT. A
t=L. OUTLET , 1 DE Al L D 51•tEE'T T ) . {� EAST TO 115 FT,
NORTH OF CENTERLINE
OF VINEYARD AVENUE OF FOOTHILL BOULEVARD
119.00
0000 35.33' APPROVED BY DATE -' 2'81,
R.C. E MARKERS M FL OUT. m �'@ 110)6.45 1 1�- REMO E SECTld1�t OF EXiST 2411 IZ%C,P.
R.C. STD. 403 TYPE L . F.L. 11?8.40 1195.00 1 �`
'TYPiCAL s FL �� '' ,.�. CONSTRUCT A,C, SWALETO MATCH INV= CiTY ENGINEE R.C.E. No.Z3997—
ELEVATIONS OF 3' X 3' ►�X CULVERT AND • Y27- FU TU RS
tr?'►•44 a OTE-010,10 48° FZC.p DESIGN �.al..,q,.( ',.,.�.,.r,5 RECOMMENDED
1t9a.'t5 1 ?4 2.C,P, PROVIDE A,C, f'2
?.00.45
KL En
WALLS OF SWALE @ l.5 . l TO EX15TIt�iC-� �5 F•$. �b 5. ��r C7 9,
1201,00 m6t.o0 \
d d F �...r �X;,�„ owl
° F.G. F.C3. •1 EXIST. 24"m 1z,C.P,�i , ,. DRAWN E_ . �G�' /3 X79 SHEET
1 8 bLEEC)ER F.G.
A PIPE 2 OF 2
PLAN DETAIL A PLAN DETAI L B SECTION A
CHECKED DRAWING N0.
.:nre ,{'W^:•:.',c S,u Dr,.:.p..,enr 4Murtrripal
N.T.5. W.-F. 15. L.B.D. f -
`<.la ..,r,ul, 4,r'nls 1uo,�nn (alds'.•ua'9l(Kfl'11 i.791_f RRI