HomeMy WebLinkAbout792-D C.I. FRA WITH TIDEWATER GRATE
EL 14.4 PER HAMBRA FOUNDARY A- 1215
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ELEV. 13. GENERAL NOTES
24 6"THICK CONCRETE RING
IMPROVEMENT PLANS
U_ 1. All work shall be done in accordance with these plans, the City of
4 Rancho Cucamonga Standards and the Standard Specifications for Public
• 6�At" PER CITY STD. PLAN 140. 510 FOR Works Construction - current edition. Contractor shall be familiar
with and shall be responsible for adherance to these Standards and
LQ Specifications.
3�O F ON IDRAIN
2. All pipelines or substructures of any kind, telephone or power poles,
SEE CITY STD. PLAN NO. 510 STORM water meters, valves, fire hydrants, etc. shown or not shown on these
deb FOR BASE DIMENSIONS AND plans within the right-of-way limits or in adjacent areas where
REQUIRED REINFORCING
improvement work is to be done shall be removed, relocated or protected
. ,� . AT
in place as required at no cost to the City of Rancho Cucamonga.
NORTHWEST CORNER OF
3Any contractor performing work on this project shall' familiarize him-
t h self with the site and shall be solely responsible for any damage to.
8
STREET A ROCHESTER AVE . existing facilities resulting directly or indirectly from his opera-
4 HOLE A - MODIFIED S FT tions, whether or not such facilities are shown on these plans.
NO SCALE 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering
Department prior to any encroachment or construction within City of
Rancho Cucamonga easement or right-of-way.
5. All grade stakes shall be set by the Contractor or Engineer.
6. When improvements are to be placed on native soil which consists of a
8
rocky material, the sub-grade shall be prepared by removing all rocks"
FOOTMILL ts�vo. which protrude above the sub-grade and all voids or depressions shall
be filled with a fine grade material of a quality better than the native
tv �� material.
a'
a, DOWEL , ONE AT EACH CORNER r�
SEE DOWEL DETAIL
_� RttAow Rou-F N T. Estimate of quantities is provided by the Engineer only for the con-
3 8 A R venience of the developer, the contractor shall make his own deter-
SIT E r _ mination of construction quantities before submitting a bid. Any
DOWEL D E TA i item of work required by these plans which is not specifically listed
NO SCALE 4 BAR Lb 2" LEAK o in the estimate of quantities shall be considered as included in the
L"C a other items of work.
*4 BAR C+ 6" AT t S.F.It.R. 73/
8TH STREET
_ 6. City approval of plans does not relieve the developer from responsibility
N` I PROPOSED STORM DRAIND for the correction of error and omission discovered during construction.
Upon request the required plan. revisions shall be promptly submitted to
the City Engineer for approval.
-
/ 9. Work site and exterior streets shall be in a neat, clean, hazard free,
2'-4" x2'_ PIX" I f�' p` V I C I N I T Y MAP ' orderly state, throughout construction. Site shall be cleaned upon
request of the inspector.
Q NO SCALA
10. Contact all Utilitv Companies as required, 48 hours prior to
excavation. -
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PTY'Fl
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J2'--4"X2'-O" PIPE I rL 4__
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BORE HOLES 12" O.C. . 6"DEEP
IN EXIST HEADWALL * FASTEN
STEEL WITH EPDXY MORTAR PER 2.00' 3.'00'
STATE SPEC. 8040 - 01 E - 06
7 P L A N
PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING.
22" A CLEAR OPENING FRAME 0 COVER. A. General Telephone (800)422-4132
ALHAMBRA FDY. A-1530 DR APP. EG,.
for underground service
EXIST, CONC. HEAD L
B. Southern California Gas Company (714) 529-2889
12" 2.5 2'
TYP TYP riy6 4 BAR LZ 12" BOTH WAYS 2191 E. Birch Street (714) 529-7070
°J DOWEL.OIJE AT EACH CORNER Brea, CA 92621
SEE DOWEL DETAIL C. Cucamonga County Water District (714) 987-2591
9641 San Bernardino Road
_LL — i — — Rancho Cucamonga, CA 91730
I I C. 4 BAR L+ t2" BOTH WAYS D. P.Ot. Boxi54153tan ater District (714) 593-7474
F.
( I Los Angeles, CA 90054
I — I �e►^R�-t erwt,emr-,r- P Company Pacific Telephone Com an 14) 999-5639
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36" R.C.P I I I '� I f�'ls � �. .WEtovv t smrf ass /r ssr4r�d f+�- .moo
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7L Fir f 5 P Oi t/LE p?'� I [QC,Ir/O.(11�f d1�.C/O J7�EL 3
FL. PER PLAN
1 I C L EAR I R « � 46W
1 I0� •C A y�.�-OJ,�,r� I cTEGTR7,(/Gy,P -
N s�E�` �`� CITY OF RANCHO CUC AMONGA
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V STORM DRAIN PLANS
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TYP TYP. BORE 'HOLES 12* 0.C. 6-DEEP IN IST. ' --- —i
HEADWALL 4 FASTEN STEEL WITH OXY a' � TITLE AND DETAIL SHEET
MORTAR PER STATE SPEC. 8040-OIE- _
an ;
DR 84 - 02
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p + �OtETAit,iT,pf�,sr
APPROVED BY DATE
CITY ENGINES R.C.E. 3
DESIGN B64 ENGINEERING CO. RECCO �E,ND
SECT 10 N A -A 5 C.S. P. RISER INLET DETAIL
R. 2950 AIRWAY AVE. SUITE B-2 'bg c='
- - --- DRAWN COSTA MESA ► CA. 92626 SHEET
CONNECT 36" R.C.P. TO EXIST. HEADWALL No SGALE PS ( 14) 966 - oeoe I OF 2
I" = 2'-0" CHECKED 13542 DRAWING NO
CITY DELBERT D. BOYER R.C.E. 792 — D
DATE 5115 16# FILE NO.
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PLAN
5 4 _ I 0 1" X40' 0 1 2 3
7 d g
A% X45• E= 3.54' V = S.Id'
Ip t g. lb" F= 1.52' N 1]1= 30" , N
h C• 5.00' G= 1.31' i1 OZ 30" �
;r nI D=30" L= 3.1 a ELEV. A= 1115.92
♦ ELEV. 5-- 1115.92 i
r Q ELEV. R-- 1115.98 _ i
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1 a _ $
-i u'in 0 w in
10' 3 4
A.T. & S.F. R.R. R/YV I 1 /S" Rt.P
LATERA L "A" ciI
PRIVATE" u I II
13 I I N 89. 43' Z1"E rs�• RC.P.
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W i s -
Y N t- CURVE DATA STA. 04-00.00 S 5
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PROPOSED CUL-nE- SAC I p a W W
3 a Dueo x R = 22.510' I w
Tp d T= 9.3Z'
_ 15 S.D. EAStMENT
II I I 2 S CURVE DATA i I
N O' Z5'411"E Ifl STA. 0400.00 = _ PROP05ET) R.R.
r ISTA A55TT.. D15TT. *58244 R =Z2.50'1 CN7" TRl1CK
W -- W --
A - 450 L= 17.Gl' _ N 6a• 09' 5Co"E •-15 - 311" T=-9.32 - M
10 I C . S'-O"
A
Be GG"
N A= X45° I I
E - 4.24 .. "
F - Z.GZ LATERAL A
4 B = :30" G - Z,SU • n
N W c ' 5'A" L = 4.5.4' PRIVATE STORM DRAIN
p a D�= 33" ELEV. R -11'07.OL
6+ Z OZ 3G" ELEV. 5 = 1105,45 '
• - � :
5.-G,." CONSTRUCTION NOTE5 8c QUANTITIES
3-*4 CIRCULN TIES Q ELEV. R = 1115.7Z
M4�rz i _u dI ELEV. 5 = 1115.01' 1 CONST. SCc" R. P. 1000- n 110.25 L.F.
Za--CONST. 3Cv" R-C.P- 3000-f3 77.00 LF,
szo-t toga caac. 3 CONST. 30", R.C.P. 1000-0 309.9Z' L.F. C I T Y OF RANCHO C U C A M O N G A
�CDNST. 30' R.C.P. 3000-0 SO.OD L.F-
I 5D-'CONST. M.H."A" PER CiTY STD. PLAN No. Sin I EA.
CONST. M.H."B" PER CITY STD. PLAN No. 511 1 EA. PLAN AND PROFILE
fib• a-LO N 5 T. J.S. "A" PER CITY STD. PLAN 505 3 EA.
CONST. C.S.P. RISER INLET PER COETAIL ON SHEET No. 1 2 EA. -
316• 9a-CONST- CLOSURE TYPE "A" PER S.B.CO. FLOOD CONTROL 570 WD. 5P.17(0 IEA. ON 5 STORM BRAIN
RSP 10 CONST CONCRETE COLLAR PER DETAIL HEREON I EA.
II CONST 33" R.C.P. 1000-D 325.164 L.F, DR - 84 • OZ
APPROVED BY DATE '
CITY ENG IN EE R. C,E.WF't
DESIGN BOY ENGINEERING Q3- R END
*40 It" et
•
3-'w4 CIRCULAR TIES
P. N. 2950 AIRWAY AVENUE 5111TE PS-Z r�►�
BENCH MARK: DRAWN COSTA MESA, CALIF 92G2G SHEET
COLLAR
A p t CiTY OF RANCHO CUCAMONGA B.M. 121-B (1141 'MGG-0508
CONCRETE COLLAR DE AIL R.R. 5PIKE IN CENTER PILING OF WEST G.0•A• Z OF Z
-` WING WALL N.E.C. AT. 5.F' R.R. TRACKS
N0 SCALE H ECKE D DRAWING NO.
ANi) ROCHESTER AVE. SEC. 1, TIS R GW, ❑ELBERT 0. BOYER R.C.E.
ELEVATION - I121. 171 792 • D
DATE-FILE NO.
• J N 39Co