HomeMy WebLinkAbout4133-1SrORV DRAINIMWOWMEARS - GENERAL A107ES SHAt,,l BE CUT' AND BENI' INTO I'HE' JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE, A CONCREITE CRADLE IS NOT REOUIRED FOR, A
��TMA4: "MIN MONOLITHIC ARCH.
I/ - ql,,, LATE',RAL/
1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE t CONNECTOR mPE 3, STATIONS SHOWN ON THE PLAN<,,3 FOR, LATERALS APPLY AT THE
CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (-GREEN IN"I'ERSECTION OF CENTERLINES OF' MAIN LINE AND LATE�'RAL� STATIONS
SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES 1. 1 SLOPE OR R
BOOK-). ALL REFERENCE SPECIFICATIONS AND STANDARDS $HALL BE THE LATEST EDITION UNLESS Al"PLY AT THE' INTERSECTION OF THE INSIDE WALL Or' THE MAIN LINE WITIi OR ADE"TE SH
IROUND G BARS THE CONNECTOR PIP(t-, CENTERLINE,
, $' fj4 10 JrOmOm
OTHERWISE NOTED. m ot 13M *
� [TO 75 mm IV ,�el 4, VALUES FOR A, 8, C AND D SFIALL BE SHOWN ON THE KANS.
1 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED ) 1(,r) f�
0 4,W mn� ELEVATION R AND ELEVATION S SHAIJ_ BE SHOW� ONLY WHEN REQUIRED PER
'I VAO NOIT, 5.
BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK THE CONTRACTOR SHALL IMMEDIATELY I %lak)
V nE
r) m ELEVATIONS Rl AND S NC'ED NOT BE SHOA44 ON TfiE PLANS GRWLW REDDIKO
REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. v AND r sms TRWH SIDE MATER
'16m 0 75 mm IF THE INLET PIPE IS TO ENTEr� TFjr-_ MAIN LINE RALAALLY,
3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. b� ELEVATION R -IsHALL, BE SHOWN ON THE PLANS ONLY IF A
THE MA�N LINEE F -OR rLITt), E C NN,_,CT0N
rr.r_ NOTE a STUS IS TO BE PROV16E'D IN R 0 F 1
4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO
OF AN INLET PIPE,
IMPLEMENTING DETOURS.
ELEVATION S SHALL DE SHOWN ON THE PLANS IF AN INLET
STAIn'ON POINT TABLE 01 GR"LM BEONG
FlIPE IS TO ENTER THE MAIN LINE OTHER T14AN RADIALLY. INLET' PIPE TKOW Sor MA7ER
5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT SF -r NOIT. VALUES FOR T' SHALL BE LAIC) ON A STRAIGHT GRADE FROM r_lCVAllON S TO THE OR GM7M IN DU
557WWN CATCH BASIN OR GRADE BREAX IN LINE�
DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL CRM, ED STONE BE
BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN, PUBLIC RIGHT-OF-WAY 8 THE INLET PIPE SHALL,. ENTEA� THE MAIN LINE PADIALLY UNLESS OTHERIMSE
LATERAL INDICATED, THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
WITHIN THE CITY LIMITS. CALL (909) 350-7610. SEE NOTE 3 -
,V4 mm ti,
PLAN pff RADIALLY IF ANGLE A IS GREATER THAN 45', 8 IS LESS THAN OR EQUAL TO
:K7. =3 (F 0 1=0 3 ff ___ 600 mm (24") AND THE- OUTSIOL DIAMETER OF THE INLET PIPE fS LESS THAN
6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 460 mm , a-) 1,11, 0,5 0: OTHERWSL, SPPWC 340 %4ALL f3E U,,Z�EO,
7� NO MORE THAN ONE OPENING SHALL IX MADE IN ANY ONE SECTION OF PIPE,
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION
SPUR -
AOM 0 450 mmm r;m 4' mm_kti
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. C3 (%('� VA*R I e') 5 27 140 m '5 T"', 1 8. THE OPENING FOR 111E BREAKOUT SHALL SE RECTANGULAR AND CUT NORMAL
0 mm ol 0
7. IT' SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER RUNFORCtNO SX0_- 0 BARS I!13M 0 150 irm 626 - TO THE� PIPE SORFACF WfTHOUI' DAMAOING,"THE REINFORCING STEEL, THE
(#41 0 W 00 -11 TRANSVCRSE REINFORCEMENT Or' THE MAIN LINE SHALL BE CUT AT T14E
TRAFFIC CONTROL DEVICES AT ALL TIMES. 170
_2Lmf_"!L0rl C'ENTtER OF THE OPENtNG AND SIENT INTO THE TOP AND BOTTOM SLAaS OF
� �tl THE, SPLIR�
8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 SPRING
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. LINE--- t, i� t E �1; 1,4� THE MAIN I INE SHALL BE REINFORCED WiTH A CONCRETE CRADLE AND
13, '' �o TIE BARS
I ROUND 4 z� ENCASEMENT (AS APPLICABLE), A C ONCRETE ENCASEMENT IS REQUIREI) jf�' A
EDOES-_ JOINT IN THE MA�N LINE FALLS WITHIN THE LIMITS OF THE CRADLE, TtiE
9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY CONCRETE, ENCAISEMENT SHALL EXIEND 300 mm (12") ABOVE,:, TliE TOP Or, 1`14E
C 8ARS 1%�()#6
I . s__ 1 0 so MTO BARS
SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE MAIN LINE AND 'TO THE WITS OF THE CRADLE,
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL IF' CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
T
F 8ARS #16M �5) OPPOSITE INLET MAY BE OMITTED.
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 0 76 mm (3") te 10J\lEINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300 (AsTm A 615,
vN J10'Itt -0 CONCRETC CRAOLF,
10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A GRADE 4,0), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCREi� SURFACES,
EA 265,-C-14 (450-0-2000), UNLESS OTHERWISE S 5HOWN F BARS SHAtl BE CARRIED TO A PGTNT NOT LESS
SEPARATE PERMIT FOR THAT PURPOSE. I SCE NOTE 9 THAN J DISTANCE FROM CtNTIER LINE WITH J-70/12 -1- 150 mro, (6').
SECTION Z -Z SEC110N M -M
11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT It FLOOR OF' THE SPUR, SHALL BE STt7EL-TR0Wc-,LED TO THE $PRfNG LIME OF
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO.
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS ..
BEFORE EXCAVATION. STANDARD PLANS FOR P08LIC W0RXS CONSTRUC'nON
'A
STANDARO PLANS FOR, PUSLIC WOOKS CONSTaWnON
12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCWDING, BUT NOT E mrmic 1 ;iiiliiiii�!!!����i:; , rlpfc
W I iE ��i
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGNnoN, 331-2 11 IV v 331-2
DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY �V
COMPANIES SHALL BE GIVEN IWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACIUTIES.
13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR
N 0 Tt�
VALVE OPERATION AND WATER REQUIREMENTS. (560-C--,32,150) 0ONCRETE
14. STATIONING REFERS TO THE CENTERLINE OF STORM DMIN EXCEPT WHERE OTHERWISE NOTED. L/�,', (Typ) 1,� A CONCRETE COLLAR IS REOUiRED WHFR['-' 11-iE CHANGE IN CRIADE
15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
25 (1"') (lyp) FOR CURVE, JOINTS (SEE DETAIL B, s3litE7 1)
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR T14E
IF 1HE EXTREME ENDS OF lfif�, PfPE t,EAVE A CIXAR SPACE
THAT IS GREATrR 'PiAN 25 nim BUT tS, LESS TF)AN 75 mm (3"'
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION.
A CONCRETE COWR o,", IU,nio
SSPWC 306--I,2A,. 1 1
IF THE EXTREME ENDS OF 7HE PIPE t.,EAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3"), BUT LESS THAN
1!50 mrn A CONCRETE COLLAR IS REQUIRED, IF THE CLEAR
450 mm (16") 400 mm 125 mm (s') SPACE IS 156 srnm �6`) OR GREATER, A TRANSITION STRUCTURE
ExqT P�PE I L112) IS REOUIRED�
$00 mm (740), joo_�!T 150 ertm (W)
FLOW 3� CONCRETt,' COLLAR SHALL NOT Elt USED FOR A SIZE CHANGE ON
'11-tE MAIN IJNE.
900 m
-atnnm)
1050 mm (42�',1450 Mtn (18" 4. CONNECTOR PIPES
225 mm (9) k WHERE PIPES OF' Dl"'ERENT DIAMETFRS ARE JOINED WITH A
-r- 1200 r"m (48 460 m (W)"2150 mm (10"'
A
CONCRETE COLLAR, 1. ANO T SHALL BE", THOSE OF THE LARGER
t 14,25 mm (V') 4,50 mm �18") 260 mm (10", PIPE� D -0i OR Dg, WHICHEVER IS GREATER.
1500 Im (60 525 mm (21") 275 pur (11") 8, WHEN DI Is EOUX, TO OR LESS THAN 02 JCAN INVCRTS ANO
71 -'s Wf,4EN Di IS �*EATER THAN 0,2, JOIN SOWPIT&
mm
'OR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
ARE REQUfRFD,,
5� F
3E1,13M �#4) CIRCULAR TIES, 'D USL NEXT' SIZE LARGER,
SE, NOT 9 6,, FOR PIPE SIZ[% NOT LISTE
7, 1`�EINFORCIMEN7 SHALL CONFORM TO ASTM A 615 M (A 615) GpxA0E
300 (40)�
8, WHERE REINFORCING IS REQUIRCI) THE DIAMETER OF THE CIRCULAR
TIES SHAi�l BE L)+(2X WALL, '61ICKNESS) + T
9, REfNF'W-,GfNG SHALL SE USED WHERE THE PIPE DIAMETER IS
nj
GREATER THAN t>2t m AND ON ALt�� PIPES INKRE THE SPACES
No. 2 -CUT NO, I BETWLEN 114E EXTREME 0 )TE E140S IS 75 mm (3'*) OR LARGER,
CUT
CIRCULAR TIES- 'TER NO� OF
PIPE DIAME ,
CIRCULAR TIES
CUT
90 3
LINE
600jnLi 3
_JL�!120 750 MM 3
4
_25. 25 -TI
1500 mm 6W) TO 1800 m
OUT NO. 2
WHERE THE SPACE' BETWEEN PIPE ENDS EXCEEDS 75 3ft) IllilE,
14,
NUMBER DF CIRCULAR TIES SHALL SL INCREASED TO MA T64 A�
I)t:TAIL 10 INTERIOR SURFACE APPROXIMATE SPACING OF 150 nim (6") O.C,
2__) or plIpE 10. WHERE THE PIPE IS 525 mm 21*'�OPN LESS IN DIAMETER AN INTCRIOR
��ON�L--_TUII�, _2R EQUAL, 1q:IERIOR FORM
FORM Of" UNSEALED SONO -.TUI& EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT, THE PAPER FORM MAY BE
CtJT NO, 1,, SAW 'WE TUGE AT AN ANOLE OF A/2 VATH TKE LEFT IN PLACE SEE DETAIL A�_ WHEN THE PIPE IS 600 rnm (24*�
TRANSWRSF Pj�,ANE, REVEIME ONE SEC100N, AND TAPIF eO*nl DEl"AlL "B" OR th ��MOVASLE I RtOR r�ORM SliALL BE USED OR TH_ ,
ON 0 c INTERIOR JOINT'SHALL BE COMPLETELY FILLED WITH MO IAR AND
StCPONS TOGLIHER P'09MMO 1+4E DEFLCO�T1 AN L A. 'TYPICAL JOINT Foj� R
CUT NO. 2,, SAW THE TUBE LONOTUDINAJ.LY REMOVINO A SMP NEATLY POINTEO.
114, (00-0 ) WDE ON THE SIDE OPPOSITE INE Om J0fN`E REINFORCE0 CONCRETC, NPE
REND THF� ENDS OF Vir CUT T004�THER AND INSERT THE
1,06c IN THE PIPE.
STAND RD PLANS FOR PUBLIC WORKS CONSTRUCTION
PAMAILOA" OY 1141t
Nawo *0*0 tu"Ams wc, CONCR C me Ic STANDAZ7 PLANS FOR PUBLIC WORKS CONSTRUCTION A A
MIE Ic
300 mm 12 2 380-3
p *A*,* A A
-n4,RI:
7RAFFIC COWRM - GENERALA107ES
1. ALL TRAFFIC CONTROL WORK AND DEVICES FOR,, CONSTRUCTION SHALL. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN
CONFORM TO THE "MANUAL OF TRAFFIC CONTROLS , LATEST EDITION, BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES.
CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, LATEST 9. MASK OR BAG ALL CONFLICTING SIGNS AND ALL CONFLICTING STRIPING
EDITIO'N. AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE PAVEMENT BY
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE WET SAND BLA,3TING BY THE CONTRACTOR, OR AS DIRECTED BY THE CITY
CITY OF FONTANA ENGINEERING DIVISION STANDARD SPECIFICATIONS ENGINEER.
DATED 1975, AND ANY REVISIONS THEREAFTER. 10. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
3. ALL WORK AREAS SHALL BE COMPLETELY CONED AND/OR DELINEATED ALL SIGNING, STRIPING, BARRICADES AND OTHER TRAFFIC CONTROL
AND/OR BARRICADED FOR ANY WORK REQUIRING A LA�Nfl CLOSURE, DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE
CONTRACTOR SHALL FOLLOW THE GUIDELINES IN THE LATEST EDITION OF CITY ENGINEER.
THE WORK AREA TRAFFIC CONTROL HANDBOOK. 11. REMOVAL OF ALL, SIGNS AND LEGENDS SHALL BE COORDINATED WITH
4. ALL ADVANCE WARNING SIGNS SHALL BE REFLECTORIZED. THE CITY OF FONTANA TRAFFIC SECTION. STOP SIGNS WILL BE REMOVED
5. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES SHALL BE ONLY BY C11Y FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTI,CE TO THE
BY USE OF QUALIFIED FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED CITY TRAFFIC SECTION IS REQUIRED TO COORDINATED WORK WITH CRY
BY THE CITY ENGINEER, OR QUALIFIED FLAGGERS SHALL BE USED WHERE FORCES.
CONSTRUCTION REDUCES TIAE ROAD WAY TO A SINGLE THROUGH LANE OR 12. EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES TO BE
WHERE THROUGH TRAFFIC MU,3T STOP FOR EQUIPMENT MOVEMENT. DUERMINED BY THE CITY ENGINEER, ADDITIONAL WARNING AND/OR
6. TRAFFIC SIGN DIMESIONS, COLOR AND LETTERING SHALL CONFORM TO CONSTRUCITON SIGNS MAY BE REQUIRED SY THE CITY ENGINEER.
THE LATEST CALTRANS SIGN SPECIFICATION SHEETS.
7. A MINIMUM 12' TRAVEL LANE AND EMERGENCY ACCESS SHALL BE
MAINTAINED AT ALL TIMES.
mmmommoswom" "mommouvwwwo wAgowamom" mmmmomommum=
REV. RNSION DESCRIPPON DA'fE ENGR. CITY DATE
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
Woo~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
ZKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
7FORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
4G
STANDARDS IN EFFECT.
E6 0-0
ALERT