HomeMy WebLinkAbout4813-27C MAIN CONSTRUCTION JOINT
UNE RCB
3N 0 450 mm
I 4 W 18") bC F BARS
C LATERAL./ ~
f CONNECTOR PIPE
F BARS
! 39A d 450 mr7l
SIZE NOTE 3 I f Q fy �TH h�YSCTo
BE USED Y4 4EN
ROUNDB 15 1500 mm
(OW) 4R MORE
75 nn WRTD i 0 450 rrm
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CONSTRUCTIONJOINTODD
PLAN
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NEEM OR: EMSTING RC% SEE NOTE 6
I W BARS
/ 0 BANS
ANY STAFIOARD
F BARS PIPE JCANT
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2-0 BARS 14C mm
(4`) CFC. SEE NOTE 3 ' - �'
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AC14FILL NTH 265-C-14
((5D—r` 2000)} Mix f5 NCPE?r, OR
+ " MIPACT SOIL TO RELATIVE DENSITY
REQUIRED BY SPEClF1C.k110Na BACKFILL
MAY BE OMITTED F STRUCTURE IS LAD
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STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
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ALDARD as'EUFIQAA IOINS FOR FUUM W QO KS CONS 1 ICrIO N 1 2
BASIS OF BEARING BENCHMARK
THE BEARINGS HEREON ARE BASED ELEVATIONS AS SHOWN HEREON ARE IN TERMS OF THE
ON THE CENTERLINE OF VALLEY VERTICAL DATUM OF 1929 BASED LOCALLY UPON THE
BOULEVARD BEING N 89-28-58.00 FOLLOWING CITY OF FONTANA BENCH MARKS:
E, AS SHOWN ON PARCEL MAP NAME NGVD 29 ELEV. (FT.)
12433, P.M.B. 165/35-36 O.R. 586 1/40.951
438 1140.418
Hams-
I- VALUES FOR A, 8 &RID C SHALL. BE SHDM 1x"1 THE PL.AM
EtEVATIUTL R AM ELEVXIM S SHALL BE S1 OM TW N INEWRED PER
NOTE 8.
2. STATIONS SPEND ON THE PLANS APPLY AT IM Li'rITEREECMON
OF CMM30MES OF MAS LINE AND LAI AL % EXCIE T THAT'
STA71ONS FOR CATCH 8AS I CONNECTOg PIPES APPLY AT N90C WALL
OF STRUCTURE.
3. REINFOMMS STEEL SMALL CONFaft TO ASLNI A DIM t IADE 300. (ASTM
A 61`4 GRADE 40). AM SHALL IMEMA7E 40 Mn (1 1/21 CM#a OF
CONCRETE SUrNFACE UNLESS flTHSMSE SHOM.
a. III BARS ARE OF SIZE AND SPACM SPECWIM FOR WALL STEEL. ON
PLANS, AND SHALL BE CUT Int CENTER OF OPOM AND
T NW TOP AND BSA OF AmL*'r.cN SLFI+IJG7tw4` `.
I3. OUIT H BARS Orellf SOFFIT OF SPUR IS 300 rnm (12') OR LESS EMJNl
SOFFIT OF MAIN LIIS'. AND 'OMIT G BARS MEN INVERT OF SPED IS
3o mm (12') OR LESS ABOVE FLOOR OF MAIN U.W- -
4k JUN!"ON STRUCTURE MALL BE POURM MDNOL rn4.'CALLY =7H MAN
UW,-. MANHOLE flit TRANSITION S1'IriUCIURE
S. RJOOR OF STRUCTURE SHALL BE S'i'r --TROWELED 70 THE SPI NG
LINE
S. WIEN CONWOENG TO EXISTING RCV, BREAKOUT LIMITS AND DET'A!LS
SHALL BE SHOWN ON THE PLAN'S.
7. EMBEDMENT. P. SHALL BE 131) mm (Er) FOR B - 24W mrq (e6j OR LFSS
200 ma (B") FOR 8 OVER 2400 mfn (ISIS")L
LL IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON 11-1E PLANS
THEN THE INLET OPEN34C L4ALL FALL 150 men (6*) BELOW
THE WMT OF THE MAIN LLW "TH THE lgmaET PIPE LAID ON A STRAIGHT
GRAM FROM VAIN LINE 70 CATCH BASIN an TO GRADE ERM IN ITXT
ELEVAIM S ' ALL BE SHOW ON THE PLMM 1F THE INLET
OPENING FALLS MORE THAN 150 men (61 BELOW THE SOFFIT OF THE
MAIM UNE WITH THE INET PIPE LAID ON A STFMG RT GRADE
AS STATED 11190W_
B-EVATiON R 'SHALL IIS smo= CIN THE PLANS Q= Y WEEN
A STUB IS Td BE PROMME D FORA RMME CONNE.C710N_
IL LATS ALS OR CONNECTOR PIPES 800. mm (24') 16R LESS IN DIAMETER
STALL BE NO MORE THAN 1.5 m (S') ABOW 1HE L LA ALS OR
C124N CTD.4 PIPES 575 marl (27`) On LARGER IN OLLSMIM WALL BE NO
MORE THAN .450 rrwn (IS-) ABOVE YHE INVERT, VOTH THE EXCEPTION THAT
CATCH BASIN CONIWCTOR PIPES LESS THAN 15 m (30 IN LENGTH SHALL
NOT BE MORE THAN 11.5 m (S`) ABOVE THE INVM.
10. IMI: NEED FOR AN F37tBEAM ANO/GR ,llfllt7MOICIAL REINFORCEMENT
SF:ALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE:
FOU.MNG CONDITIONS:
CL ANGM A IS LE55 THAN Ur
b. TOP OF MET PIPE IS LESS THAN 1511: MM (61 BELOW THE WF F 11
C. FLOt7 LINOS OF INET PIPE- IS LESS THAN 11NIO alae/ (r) ABM TIME
THE FLOOF! OF TLS RCM AT THE 1%S M FACE
a 0
2_1
DIAL TWO WOWING
BEFORE DAYS BEFORE
YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUDLIC SERVICE BY UNDERGROUND SERVICE ALERI
REV.
F fli
REVISION DESCRIPTION I DATE I ENGR. I CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
ENGINEER:
PLANNING E DESIGN ■ CONSTRUCTION
® ® ® 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com
Prepared Under The Supervision Of :
DRAWN BY:
Na 70995 a Jm
Exp 06-30-11 ] f DESIGNED BY:
"1 IVXP
OF CA���� , Date CHECKED BY:
DEtLEFK P R.C.E. 70096� 1 DK
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DIAL TWO WOWING
BEFORE DAYS BEFORE
YOU DIG You DIG
TOLL FREE 1-800-227-2600
A PUDLIC SERVICE BY UNDERGROUND SERVICE ALERI
REV.
F fli
REVISION DESCRIPTION I DATE I ENGR. I CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
ENGINEER:
PLANNING E DESIGN ■ CONSTRUCTION
® ® ® 14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
CONSULTING 949.472.3505 ■ FAX 949.472.8373 ■ www.RBF.com
Prepared Under The Supervision Of :
DRAWN BY:
Na 70995 a Jm
Exp 06-30-11 ] f DESIGNED BY:
"1 IVXP
OF CA���� , Date CHECKED BY:
DEtLEFK P R.C.E. 70096� 1 DK
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Post Office Box 12916 z
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CITY OF FONTANA, CALIFORNIA
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