HomeMy WebLinkAbout4813-26T
Z
LE
-1 3 .nA
BOTTOM OF COVER
SECTION A -A
3 i6' 755/32"
1 / 3/R"
27 3/8'
ro �
n
4' I 24'
4 1/4- 32 1/2'
FRAME DETAIL SECTION THRU FRAME
RUT TQ a'L
®1ttOfiSFled O> D CITY OF FONTANA
4 Ho sl15a CITY ENaINIE DO 24" MANHOLE FRAME
RICARDO SAME OVAL AND COVER
* E7UP. Br10197
t� REVIEWED BY: 265 aannm
Ol Gl1i�'� DATE: OF LAST REWSKJNt STD. PLAN Nfl, 3419 ISHTloF2
BASS 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 1140.951
438 1140.418
NOTES
1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 358.
2. COWERS SHALL BE CAST WITH THE LETTER 'D" FOR STORM DRAINS AND "S' FOR SEWERS,
AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE
AGENCY. THE LETTER 'D" OR 5' SHALL. BE APPROXIMATELY 2 1/2" HIGH WITH 1/2' LINE
WIDTH, AND PLACED IN THE CENTER OF THE COYER.
ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE GONER.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATION65,
5. WEIGHT OF FRAME SHALL HE 260 LRS. WEIGHT Of COMER SHALL BE 175 LES. ACTUAL WEIGHTS
SHALL BE 'IMNIN A RP.NGE OF 952 10 110%.
6. THE MANHOLE FRAME ANO COVER SHALL $E INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO
THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF-LUAO FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40.700 LBS.
S. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL PLACES OTHER THAN
PAVED STREETS SHALL BE PROMDED WITH SOCKET -SET SCREW LOCKING SES. DRILL AND TAP
TWO HOLES TO A DEPTH OF ONE INCH Al 90 DEGREES TO PICK HOLE AND INSTALL 3/4' x 3/4`
STAINLESS STEEL SOCKET -SET SCREWS WITH 3/8" RECESSED HEX HEAD. ALL THREADS SHALL 13E N.C.
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES.
tiq NgOLeSSIr r ROVED Is CITY OF FONTANA
24" MANHOLE FRAINsIE
9`
NO. 3115? CITY ENGINEER DATE
EXP.g13LVC7RICARDO SANDOVAL AND COVER.V
*
REVIEWED BY: F+naaF
OF CLL1E�� HATE OF LAST REVISION: STD. PLAN Hd. 3019 5HT 2 aF 2
11 (�
cm
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2609
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOK IS LESS THAN 2'-10 1/2" FOR PAVED
STREETS OR Y-6" FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTIM C -C AND
DETAIL "NN'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C.
WHEN DIAMETER DL IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2-
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM OUR WHEN DIAMETER
Ds IS 48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45 WITH
CENTER LINE AND OMIT J BARS.
3. 1. AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS:
A. 02 . 96' OR LESS, L=5'-6 P=5"
8. D2 OVER 96`, L=6' -O". P=8'
L MAY EIC INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS_ WHEN L GREATER THAN
THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 6' OC_
4. STATIONS OF MANHOLES SHOWN ON THIS PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT.
ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRAOE 40, AND SHALL TERLA MTE S t/2" CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION
JDTNT WITH A LONGFiUDINAL KEYWAY WAY BE PLACED AT THE SPRING LIME.
0. THICKNESS OF THE DECK SHILL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE
LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SHT. 2.
S. D STARS SHALL BE 14 FOR D2 - 39' OR LESS, 15 FOR D2 - 42' TO E4' INCLUSIVE AND 1$ FOR
D2 = 90' OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT iNStOE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE
SHOWN_
11. STEPS SHALL CONFORM 10 STANDARD PLAN 302.4. UNLESS 01H£RWISE SHOWN, STEPS SHALL BE
UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
12, THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAINLINE = 36' INSIDE DIAMETER OR LARGER, EXCEPT If THE MAIN LINE RCP DOWNSTREAM OF
MANHOLE IS 36' TO 42" INSIDE DIAMETER AND THE M4YN LINE RCP UPSTREAM IS 33" OR LESS
STANDARD PLAN 3014 SHALL BE USED.
8. THE OUTSIDE DIAMETER Of THE LATERAL MUST 8E LESS THAN OR EOUAL TO 1/2 THE INSIDE
DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE
ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED
TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE M MHOLE BE GREATER
THAN 30".
�11,0FESSr AR [MV@D CITY OF FONTANA
S�fNoay1rle- td
MANHOLE PIPE
a` NO.51152 '° CITY ENGINEER DATE TO PIPE MAINLINE
RICARDO SANDOVAL
Ex 2m7 * REVIEWED BY: 'vC7 (113=36" OR LARGER)
111n
�tf of cAtt� ELATE OF LAST REVISION: STD. PLAN NO. 30112 jsNT 3 OF 4
MATCH EXIST. PAVEMENT t t'
4" MINIMUM THKXNESS
SEE NOTE t0
LANE LINE STRIPING
SEE NOTE 10
2'
3 -MAX. SUE NATIVE -
SOIL, COMPACTED 96%
TYPE III C2 AR4090, HOT NDC A.C. MIN. 1t4-
F ,_ _ df . E OPTIONAL OUTSIDE
TYPE III B2 OR BS AR -4000, HOT MIX A.C.
IT`I EDGES TO 8E EDGE OF CONCRETE
• P DISTANCE IS c 2'
m ROUNDED TO
0 BARS 3' OC
° 3' R
#3 TE EAR
? A
R -D OF SPUR c
is
4-16 E Buts
Al
LOCALLY ExcAYATED NATIVE MATERIALS
3•-3' LONG.
MAY BE RLENDED TO THE REQUIRED
BAND EQUIVALENCY OF 30 OR GREATER.
SEE NOTE 2
4-14 4 H OMS#3
TIE BAR
3'-0" LONG
D BARS 1'
SEE NOTE'9«'
CIO a
#4 J BARS { -D.
4'-8' LONG 3"0C
"N"
CONT ACO'L BARS DETAIL
F Dy F
6'OC TO INSIDE EDGE (RINGS s COVER NOT SHOWN)
PLAN OF MANHOLE, SEE NOTE 2 SEE NOTE t
(SHAFT NOT SHOWN)
STREET
M ANMIQLE FRAME_
AND COVER PER
GRAS
STD. PIIV! 3031
24'
MANHOLE SHAFT
"
PER SM.
PIPESEAT
SEAT LEVEL.
m
PLAN 3025
ti SEE NOTE 8
E BARS
[PIPE
La I E BARS �v i
4n
TE BARS
STEPS
�
TE BAR - -�
�
ROUND E06E5 F
J BARS
P
2'-4 '-4
TO 3' R
SPRIJC LINE
OleH
M•
INLET i
ELEVATION "
"1
TWAYS TO BE
USED W14EW 02
GRADE POINTS,
APPLIES AT SEE NOTE 4
IS bar' OR OVER
THIS Pala SECTION B -B
SECTION A -A
5"
CONCRETE RINGS PER
STREET GRADE
STD PLAN 3025
F24' 5"x1' RING SEAT
OMIT THIS STEP
H BARS
IN PAVED STREETS
m
SEE TABLE
H BARS
VARIABLE
15" FOR PAVED 6"
STREETS. 2'-2'
FOR UNPAVED E BARS
h7TREET5 8. F#3 OR 14 TIE BARS
J BARS
ROUND EDGES
TO 3' R
SECTION C-CNOT TO SCALE
OV® BY:
CITY OF FONTANA
�4N11pFEssrp
MANHOLE PIPE
Com' ER DATE=
TO PIPE MAINLINE
SANDOVAL
RICARDO SANDOVAL
* SM� T
* REVIEWED BY: -
(113=36" OR LARGER)
�!
`
mom I
OF fALll
DATE OF LAST REVISROI+R:
STD. PLAN M 3012 isHT
1 DF
T
Z
LE
-1 3 .nA
BOTTOM OF COVER
SECTION A -A
3 i6' 755/32"
1 / 3/R"
27 3/8'
ro �
n
4' I 24'
4 1/4- 32 1/2'
FRAME DETAIL SECTION THRU FRAME
RUT TQ a'L
®1ttOfiSFled O> D CITY OF FONTANA
4 Ho sl15a CITY ENaINIE DO 24" MANHOLE FRAME
RICARDO SAME OVAL AND COVER
* E7UP. Br10197
t� REVIEWED BY: 265 aannm
Ol Gl1i�'� DATE: OF LAST REWSKJNt STD. PLAN Nfl, 3419 ISHTloF2
BASS 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 1140.951
438 1140.418
NOTES
1. THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 358.
2. COWERS SHALL BE CAST WITH THE LETTER 'D" FOR STORM DRAINS AND "S' FOR SEWERS,
AND THE AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS FURNISHED BY THE
AGENCY. THE LETTER 'D" OR 5' SHALL. BE APPROXIMATELY 2 1/2" HIGH WITH 1/2' LINE
WIDTH, AND PLACED IN THE CENTER OF THE COYER.
ALL LETTERS SHALL BE FLUSH WITH THE FINISHED SURFACE OF THE GONER.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATION65,
5. WEIGHT OF FRAME SHALL HE 260 LRS. WEIGHT Of COMER SHALL BE 175 LES. ACTUAL WEIGHTS
SHALL BE 'IMNIN A RP.NGE OF 952 10 110%.
6. THE MANHOLE FRAME ANO COVER SHALL $E INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT TO
THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
7. THE PROOF-LUAO FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 40.700 LBS.
S. COVERS FOR MANHOLES LOCATED IN EASEMENTS, ALLEYS. PARKWAYS AND ALL PLACES OTHER THAN
PAVED STREETS SHALL BE PROMDED WITH SOCKET -SET SCREW LOCKING SES. DRILL AND TAP
TWO HOLES TO A DEPTH OF ONE INCH Al 90 DEGREES TO PICK HOLE AND INSTALL 3/4' x 3/4`
STAINLESS STEEL SOCKET -SET SCREWS WITH 3/8" RECESSED HEX HEAD. ALL THREADS SHALL 13E N.C.
9. DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACTLY EQUAL VALUES.
tiq NgOLeSSIr r ROVED Is CITY OF FONTANA
24" MANHOLE FRAINsIE
9`
NO. 3115? CITY ENGINEER DATE
EXP.g13LVC7RICARDO SANDOVAL AND COVER.V
*
REVIEWED BY: F+naaF
OF CLL1E�� HATE OF LAST REVISION: STD. PLAN Hd. 3019 5HT 2 aF 2
11 (�
cm
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2609
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
NOTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOK IS LESS THAN 2'-10 1/2" FOR PAVED
STREETS OR Y-6" FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTIM C -C AND
DETAIL "NN'. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C.
WHEN DIAMETER DL IS 48" OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2-
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM OUR WHEN DIAMETER
Ds IS 48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45 WITH
CENTER LINE AND OMIT J BARS.
3. 1. AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS:
A. 02 . 96' OR LESS, L=5'-6 P=5"
8. D2 OVER 96`, L=6' -O". P=8'
L MAY EIC INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS_ WHEN L GREATER THAN
THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 6' OC_
4. STATIONS OF MANHOLES SHOWN ON THIS PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT.
ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRAOE 40, AND SHALL TERLA MTE S t/2" CLEAR OF
CONCRETE SURFACES UNLESS OTHERWISE SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION
JDTNT WITH A LONGFiUDINAL KEYWAY WAY BE PLACED AT THE SPRING LIME.
0. THICKNESS OF THE DECK SHILL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE
LESS THAN THE TABULAR VALUES FOR F SHOWN ON TABLE SHT. 2.
S. D STARS SHALL BE 14 FOR D2 - 39' OR LESS, 15 FOR D2 - 42' TO E4' INCLUSIVE AND 1$ FOR
D2 = 90' OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT iNStOE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE
SHOWN_
11. STEPS SHALL CONFORM 10 STANDARD PLAN 302.4. UNLESS 01H£RWISE SHOWN, STEPS SHALL BE
UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
12, THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAINLINE = 36' INSIDE DIAMETER OR LARGER, EXCEPT If THE MAIN LINE RCP DOWNSTREAM OF
MANHOLE IS 36' TO 42" INSIDE DIAMETER AND THE M4YN LINE RCP UPSTREAM IS 33" OR LESS
STANDARD PLAN 3014 SHALL BE USED.
8. THE OUTSIDE DIAMETER Of THE LATERAL MUST 8E LESS THAN OR EOUAL TO 1/2 THE INSIDE
DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE
ARE NOT THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED
TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE M MHOLE BE GREATER
THAN 30".
�11,0FESSr AR [MV@D CITY OF FONTANA
S�fNoay1rle- td
MANHOLE PIPE
a` NO.51152 '° CITY ENGINEER DATE TO PIPE MAINLINE
RICARDO SANDOVAL
Ex 2m7 * REVIEWED BY: 'vC7 (113=36" OR LARGER)
111n
�tf of cAtt� ELATE OF LAST REVISION: STD. PLAN NO. 30112 jsNT 3 OF 4
MATCH EXIST. PAVEMENT t t'
4" MINIMUM THKXNESS
SEE NOTE t0
LANE LINE STRIPING
SEE NOTE 10
2'
3 -MAX. SUE NATIVE -
SOIL, COMPACTED 96%
TYPE III C2 AR4090, HOT NDC A.C. MIN. 1t4-
V MAX. SIZE NATIVE SDR,
TYPE III B2 OR BS AR -4000, HOT MIX A.C.
COMPACTED M
• P DISTANCE IS c 2'
DRAB Y THE
CITY ENGINEER OR DESIGNEE.
ENGINE R RDESI
BEDDING MATERIALSHALL MEET OR
2'
-A _t m RF RFMfWFe
�pU`- -pa _O -
p 0 (ice Q Jf
V MAX. SIZE NATIVE SDR,
ot? �0
o eD .0
COMPACTED M
dDCo opaDr
BEDDING MATERIALSHALL MEET OR
EMCEED SECTION 300-1.tt, STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
1ONat DITION.
CONSTRUCTLATEST E
LOCALLY ExcAYATED NATIVE MATERIALS
MAY BE RLENDED TO THE REQUIRED
BAND EQUIVALENCY OF 30 OR GREATER.
LEGEND: f/ /�.�f,{:, � 4'MIM.
W = TRENCHYMIOTH BEDDING SHOULD BE IN ACCORDANCE
O.D. ■ OUTSIDE DIAMETER OF PIPE =0.Q ArMw.I WITH NOTE NO. 12. PIPE CLASSIDAMOING_
DD. ♦ 211' 1AAX
GENERAL NOTES:
1. ALL EXCAVATION WITHIN THE CITY OF FONTANA RICHT-OF•WAY REQUIRE$ AN EXCAVATION PERMIT FROM THE
ENGINEERING DEPARTMENT.
2, UNDERGROUND SERVICEALERT SHALL BE NDTPIED 2 WORLUNQ DAYS PRIOR T03TART OF WORK 1.000.4224tW.
3, ALL PUBLICWORKS INSPECTION REQUESTS WILL BE MADE 2 WORKING DAYS AHEAD OF THE SCHEDULED WORK.
4. COMPACTION OF BACK FILL SHALL BE VERIFIED BY REGISTERED GEOTECHNICAL ENGRIEER ANDA COMPACTION
REPORT SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE PLALWNG OF THE PERMANENT PAVEMENT.
IN LIEU OF COMPACTION TESTING CONTRACTOR MAY USE 2 -SAC PCC SLURRY.
& ALL EXCAVATIONS SHALL BE MADE. PROTECTED AND SUPPORTED AS REQUIRED FOR SAFETY AND W A MANNER
SET FORTH IN OPERATIONS, RULES, ORDERS, AND REGULATIONS PRESCRIBED BY THE CALIFORNIA DIVISION) OF
INDUSTRIAL SAFETY. A COPY OF THE CAL OSHA EXCAVATION PERMIT. IF APPLICABLE, SHALL BE FURFHSHTED
TO THE PROJECT INSPECTOR PRIOR TO SE46INULLNG 714E WORK. STEELPLATE BRIDGING SHALL BE It ACCORDANCE
WITH CI1Y STD. NO.40a )nA
S PERMANENT PAVEMENT SHALL BE REPLACED WITHIN 30 DAYS OF EXCAVATION. A MINIMUM 2•99CH THICKNESS
OF TEMPORARY ASPHALT PAVING SHALL BE PLACED WITHIN THE TRENCH AREA UNTIL PERMANENT REPAIR
Is COMPLETED OR AS DIRECTED BY T14E CITY ENGINEER OR DESIGNEE.
THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTED IN SUCH MANNER AS TO PROVIDE A SAFE AND
SMOOTH TRAVELED SURFACE. PERMITTEE SHALL MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH
CONDITION UNTIL PERMANENT PAVING IS IN PLACE.
'IT'011151 �$ An"ROVED % CITY OF FONTANA
el
No.S1152�' Fry E GIN ER DATE STANDARD
RICARDO SANDCI♦MAL TRENCH'REPAIR
* EXFP 9130TD9 Yr
CML
DRAWN BY: TAM 1DS NaN)B
talF Uf CALiT ~! REVISION NUMBER., 1 6126106 ST0. PLAN NA - $ I ` s I OF Z
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.
r
13, MANHOLE FRAME AND CODER SHALL DONFQRM TO STMOARD PLAN 3019 UNLESS OTHERWISE SOW
14. MANHOLE SHNFT SHALL CONFORM TO STANDARD PLAN 3014 UNLESS OTHER RISE SHNw.
15. Wq WX A MANHOLE SHAFT - 36" WrINOLIT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 3015.
16. WHERE A PIESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER S SPECInED REFER 70 STANDARD
PLAN 3016.
17. WHERE A PRESSURE MANHOLE SHAFT - 36' WITHDUI REDUCER IS SPECIFIED REFER TO STAN12ARD
PLAN 3017.
IIL DIMENSIONS SHOWN ON THIS PLAN ARE NOT EXACT EQUAL VALUES.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
3014 MANHOLE SHAFT - gATH ECCENTRIC REDUCER
3015 MANHOLE SHAFT - 36" WITHOUT REDUCER
3016 PRESSURE MAMINOLE SHAFT - WITH ECCENTRIC
3017 PRESSURE MANHOLE SHAFT 36" WITHOUT REDUCER
- 3019 24' MANHOLE FRAME AND COVER
3023 36' MANHOLE FRAME AND COVER -
-30?4 STEEL STEP
�� N>Lurcaarpy4f
Al�OVEO BY, CITY OF FONTANA
1w4,L00ai,i
w �^ MMHOLE PI?E
NO. 51152 T" CITY ENMEER DATE 1j{) PisE MAINLI"'E
RICARDO SANDOVAL
*
EXP. swot * REVIEwIEEt BY: C� (ID = 36. OR LARGER).N+m
�fYrf Of C1tt11 * DATE OF LAST RFVISKNN- sm. PLAN NO. 31112 SHT 4 OF 4
GENERAL NOTES : Continued
T. PRIOR TO PLACING PERMANENT PAVING. EXISTING PAVEMENT SHALL BE CUT TO A HEAT SSTMAISNT LBIL
ALL PAVEMENT JOINTS OR CRACKS WITHIN I FEET Of TRENCH N ALL DWCTIOWS.ORA$ DBIECm BYTNE
CITY E MOINEER OR DESIGNEE, SHALL BE REINDYED AND REPLACED.
I. ALL EDGEII OF EXISTING PAVEMENT DEMO JODNEDAND SLWACE FEIMDQUIERLAO SHALL RECa3tlE A TACK
COAT OF ASPHALT EMUI.SNON.
S. TRENCHES OF 300 FEET OR ANDRE TO BE PAVED WiTH A S'Wi PROPELLED PAVNO MACIINE
id. ANY STREET PAVED OR RESURFACED M THE PREVIOUS 36NKIKTIN6 MWL.IM ILSACTTO GPECUV_ PAYING
REQUIREMENTS. ANY TRENCH EXTENDINS FROM THE CURB 070 THE PARNNG LANE, SHALL REQUIRE
A COMPLfIE ORI G AND OVERLAY OF THE PARKING LANE. ALLTFSKAE3 EXTENDING LONBLIUDmmur
N YM DRMNG LANE SMALL REQUIRE THAT THE ENTIRE LANEBECOLO IMLLEOMD OVERLAID. ALL
TRENCHES EXTENDI IG, INTO THE TRAVELED LANE TRANSVERSELY WILL RECUVt THE ENTIRE WDWN OF
THE TREMCH UP TO THE /NEAREST LANAE LINE BE COLD MILLED AND OVERLAID 10 FEET IN BOTH NRECTN" FROM
111E CENTEMPIE OF THE TREMCH.
11, IF TRENCH FAILURE SHOULD OCCUR, THE PEiRMIT EEMEVELOPERVALL INE NOTIFIED Of @UCH DEFrj6LQESAND
ALLOYMED TO REMOVE. REPLACE, REMEDY THE WORK. UPON FAILURE OF THE CONTRACTOR TO PR NAMYODWL1
AND WIDER ORDER OF THE CRY ENGINEER, TRENCH SHALL BE REMEDIED, REMOVED. REPLAODAT N2ERWrMS1
DEVELOPERS SOLE EXPENSE.
12 BEDDING MATERIAL SHALL BE SAND, GRAVEL, 6RUSHEDAWNGATE OR NATIVE FREE ORAINNO GRANULAR
MATERIAL HAVING A SAND EQUIVALENT OF NOT LESS THM1N 30. AND SHALL HAVE A PERCENTAGE L"OMPONTUM eY
WEIGHT WHICH CONFORMS TOTHE FOLLOWING ORADNM4i
INEW SIZES % PAISM Mn a
1-w ..
AP •
E ................ !00
wr 1I0 -in
�a ...... •..• -•••-.. a -K
RrM. 6 ........_..........
0-1
I3. THE CONTRACTOR I PERMITTEE SHALL BE REQUIRED TO FOLLOW THE VIOLIN AREA TRAFFIC CONTROL HMM OOK
L'WATCW MANUAL) OR AS DIRECTED BY THE CRYTRA"IC T'J10ULEER OR DE8IGFNEE.
14. FULL STREET CLOSURES REQUIRE CITY TRAFFIC ENGINEER APPROVAL AND REQUEST Folk SUCH CLOSURES
SHALL BE SUBMITTED 20 DAYS NADVANCE OF CLOSURE.
1S. THE WORKING HOURS ON ARTERIAL_ AND MAJOR 3129111 SHALL BE SUBJECT TD APPIWAL BY UDTY TRAFFIC
ENGINEER'S OFFICE.
IL ALL STRIPING AND MARKINGS DAMAGED DURWG CONSTRUCIIOMSHALL 8E REPLACED N ICDDASDIREMO
SY THE CITY ENGINEER OR DESIGNEE.
17. ALL POTHOLES I SERVICE CUTS I ETC. SHALL BE BACIC PR.LJ9331T1H A 241AM SLURRY OR AS SPECIFEO eY
THE CITY ENGINEER ORO URREE.
IN. SOI.STERILANT T$ REQUIRED PRIOR TO PLACEIEtiT OF PERMANENT PAVEMENT.
S�a�Q� `s,Ie� fill PR CITY OF FONTANA
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Nas11b2 V >rn'Y ENGINEER DATE -STANDARD
ISCARDO SANDOVAL TRENCH REPAIR
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.9 DRAWN BY: TAM t DS 1408
of GALl1REVISION WILIM98EFt _- W I6 sm PLAN NO. 483 r SHF 22F 2
ENGINEER: OWNER:
PLANNING ■ DESIGN E 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:
No 70995
DESIGNED 8
Exp 06-30-11' qXP
IV
lgJFOF CiA1>EDate : (� D 1 CHECKED i
OEM K000 R.C.E. 7099 DK
Kaiser Permanente
National FaciNties Services
Post Office Box 12916
1w, So O - Cf Oakland, Cal forma 941304
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PLAN
STORM DRAIN IMPROVEMENT SHOWN
D SDATE:
7 10/12/09
OV*CITY��IN
,�- DRAWING NO.:
DATE: 8 • �7 • 813 2
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