HomeMy WebLinkAbout3939-1ALL WORR' SHALL S' IN ACC0RDhNCrE t1,17111H rHF5E PLANS, THE C in' Orr'
FONTANA STANDARD PLANS., THE CONTRA -CT PROVISIONS AND THE
STANDARD SPECIFICATIONS FOR PUBLIC t-VORKS, CONSTRUCTION (-GREEN
ALL REFERENCE SPECIFICATIONS AIND STANDARDS SHALL BE THE
E N 0 TED
*DTION UNLFSS OPHE-RIVil-SEE
LATEST EE
2. Vv'HER A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE COITIRACT
D "40 AN NOT BE RESOLVED BY' REFERENCE TO PRECEDENCE
OW, NTS TrW1 C
t "GREEN 600"' THE CONTRACTOR SH�U- k4iVIEDIATELY
PROVISIONS IN THE ' h 9,
* CITY ENG31NIEER FCR RESOLUT10H.
REPORT SAJD CONFLICT TME
E SUB THE APPROVAL OF THE
'ER "D 1A HODS ARIE JECT TO
3. ALL MAT %1ALS AN -01,
I CITY ENIGINEE.,"?.
-114 A9=CE CONSTRUCTION SIGNING INDICATIi4G OUR4TION OF PROJECT
G DET RS
S14ALI 6_7 fi'l FLAC ONE t"LEEK PRIOR TO !.A.,,1FLEkE INTIN' OU
rERM
5, CONSTRUMI ON F UTS SrRLL OrEl 7AJNED IFF ol THE CITY OF
FONTA MI COMMUNITY DEVELOP-MENT 02FARRVENT, ENGINEERING DIVISION
PPJ0R TO THE SThRT OF AW WORY-1. 1114,13PECTION COORDINATION SHALL
SE REQUESTED AT LEAST TWO WORKIIAIG DArb PRIOR TO THE START OF
ANY t -YORK IN PUBLIC RIGHT-OF-WAY IWITHIN THE C17Y LIMITS"% CALL
("900-) -i50--1610.
6. T14E CONTRACTOR SHALL CONFORM TO ALL WIFIC CONTROL POLICIES,
`SCP E
METHODS A14D PROCEDURES Dlc� %IBED IN Vic. STATE OF CALIFORNLA
tA
,L.Al OF TtIjACP X _ST -"-.4 ETPIC EDWIN UINI.IESS
C Co;.j c im %;�
'1`TRv0L$I LATE I t410' L .1
GTHESWiSE DIREEECTIED BY THE CITY TWA,," ENGINEER
StP v 11114
9i, -',LL BEE THE RESPONSIRPL, M,/ OF THE CONTRACTO % TO PWITAI
DEVI
L RRICADES� DELINE4TORS OR OTNEER PRAFFIC COWIROL CES AT ALL
8. THE CONTRACTOR SPAII OBTAIN A PEERMIT TO PERFORM D(CAVATION
OR TRENCH WORR' FOR TRENICHIES 5 FEET OR GREATER IN DEPTH FROIN
THE CALIFORNIA STATEE DIVISION OF ItNDUSTIbt SAFEEN.
'9. THE VIALLS AND FACES OF ALL E).2AVABONS GREATER -THAN FIVE (5)
FEE17 IN DE -711H SHAU OE GUARDED ff� SHORiNGo SLOPiNG OF THE
GROUND OR OTHER APPROrE_D hlEkNS PURSUANT TO THE REQUIREMENTS
INDUSTIRRIL SAFETY OF Trfl-_- STATE OF CALIFORNIA.
OF THE DPASION OF i,
TRENCHES LESS THAN FIVE (5) FEET SHALL At -SO BE GUARDED WHEN'
THE POTENTIAL EXCISTS FOR GROUND MIOVEP/104T.
10. NO MATERLAL OR EQUIPMENT SPIAM I BE STORED IN THE PUBLIC
R;Gi-ff 0i" Vv`AY IWITHOUT CEPAINING A S_EP;-'wRA7E PE71 MIT FOR aff
0S
11. THE LOCATIONS OF UTILITIES SHOWN HAIrE. BEEN DETERMINED FROM
9&-k1LA-BLfF INFORMWION, HOVEVER, IT SHAI-L. BE THE RESPONSIBIUTY OF
THE C%9RACTOR TO DEFERANNE, IN THE FIELD, THE TRUE LOCA770M 94D
TIHE ELEWTION OF AWY EXCISTING UTRLI-RESr h%10 TO S(ERCISE PROPER
Pd`?-ECAUV0N TO AVOID DA14AGE* THEREE"j"O. THE CONTRACTOR SHALL
CONTACT UNDERGROUND SERVICE ALEF1 AT 1-800-2.2.7-2600 TWO
VV0,RKIN`G DAYS SIEFORE EXCAVATKOIN.
12. THE CONTRACTOR SHALL COORDIMATE CONSPRUCTION Y-IffH ALL UTILITY
COMPANIES INCLUDING ED TO c,
BUT NOT Lfil,,117 I, GAS, TELEPHONE' ELECTRIC,
CA. -SLE TELEMSION, LANDSCAPING, LANDSCAPE IRRIGATION., DOMESTIC WATER.
RECLAIMED VIATER, SEWER., STORM DPWN, FLOOD CONTROL AND CALTRANS.
ALL UTILITY CONIPARIES SHAI I BE GIVEN TWO WORKING DArS NOTICE
PRIOR TO WORXI AROUND T74EIR FACILFRES.
13. THE CONTRACTOR Sli U1 NOT OPERATE ANY RRE HYDRANT OR
R"ATER MAIN VALVEES tUiH OUT APPROPRWIE AGENCY AUTHORIZATION.
T
CON�MCTOR SHALL COORDIWE VOTH 1HE APPROPRIATE WATER C011APANY
FOR
VALVE OPERATION AIND. VIATER REQUIREHIEffrS.
Ilk SI-ATIONING REFERS TO TI -IF CEINITIE-RUI.-NE OF STORM DRA11"I EXCEPT
""HER 'ISE NOTED.
w %E OTHERVv
15. ADEQUATE CONSTRUMI ON CONTROL STIArKES SHALL BE SE7_ 6� THE
ENGINEER TO E"A LE THE CONTRACTOR TO CONSTRUCT ME WORK TO
PHE P -14-N GF.4DES. THE CONTIPACTOR SHIALL BE RESPONSIBLE FOR N.E
Ro 'CH1110 ND C NSTR N COi
ESERVATION OF BE& - WS A., 01 MUCROJ NMOL FIAXING
Dilj'RiNG CONS7RUC770N.
16. THE CONTRACTOR SHALL NOT DISTURB 00STING SURVEY MONUMENTS,
'S V7THO I RRiOR NOTIFCATIO TO THE
hIONUMENT TIES OR FE1NCI4,,11v%qA% v UT N
Cii 71 IV SIIGINILEIR.
F EA CONTROL, IfCWD1 G
17. R001AL AND REPLACEMENT 0" "ISTING SURVE N
my 0"
c, IV momuiflwafrz mwlumaa Tmcs P'Non aaiammwws, SHIAL11 BE 1) ME
BY A REGISTERED CIVIL ENGINEEER OR LICENSED UUND SURVEYOR.
SURVEY MONU11ENTS W1 Vill I BE DE STROYED AS A RESUL 17 OF THIS
C i"SP ;CT10 ' SHAAL' 817- REOLACED. PrIE CON 13 SHALL NOTIJ117Y
ON RL N NTRACT01%
INE ENG INEER ONE WED( PRIOR TO COINSTRUCTiON SO THAT 77ES To
IE T- FOR LATER REPLACEMENT OF THE
IMONUMENTS CqJ St ESTABLISHE
13. THE CONTRACTOR SHALL W-JNITAIN ACCESS FOR LOCAL RESIDENTS
hAD SUSINEESSEE,3 AT ALL TIMES, A P41HINIUM, 12 FOOT LAINE SHALL BE
OR 10% St NTS
MAWAINED AT ALL TIVIES IN THE CONSTRUCTION ARE.4 F E DE
k4D EMERGENCY VEHICLES.
19. THE CONTRACTORS SWU PRWDE AND AWMTAIN AIN EFFECUI VE
M& -R -S OF DUST COINTIRCLI, IINCLUDIN-G ADEQUATE WATF-RING, AT ALL TIMES.
20. IFHE CONTRACTOR SHALL NOT CAUSE ANY CA/CAVATED MATERIAL, MUD,
SILT OR DFbRJS TO BE DEPOSMED QW0 PUBLIC OR PRIVATE PROPERTY
40JACESW TO THE RiCW.1 Or" Wgi DUR;NG CON'S I KOMI ON WiTHOUT) FRIOR
A
tiv"RITIEN APPROIIAL.
211. N0 7RENiGH 0AC;tF1*L Sd- TAV�E PLACE WiTHOU11, PRIOR APPRiOVAL
C�F_ 7k11`:_ C ril hNSPECTOR.
22. A GEOTIECHN12AL ENGWEER SRU CER11W-Y ALL SACKFILL COMPACTION.
FAILURE TO OBTAIN THE 1-IREQUIRt"ED DENSIT)f SHAL REQUIRE REE-VIORKING
OF TMAT PORRON OF THE WORK Uiffil THE SPECIFIED DENSITY IS
'S, AND StIALES
23. CARE SHOULD SEE TAKEN TO PROVENT GRADES, DFICHEE
KDERt
FROM Ul WNING STREET IMPROVET4ENTS. UPON INSPECTION OF THE
CI_ RA
S ff E, TH,' IY ENGINLEER, tulAY REQUIRE TEMPOI 17Y NON-ERODEABLE
ff fG OR LEAVING th'.11PROVE11JENTS.
SK'ALES EP IERIN
24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORI�U IN GRADEE,
COLOR AND FINISH TO hIATCH EXISTING CONCRETE.
25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF71HE DAY
WITHOUT PRIOR APPROVAL OF THE CITY BIGINEER.
26. PRIOR TO CONSTIRRUCTiON, THE CONTRACTOR SHALL D(POSE EXISTING
FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY
APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY
CORREC-114ESSS OF ELEVATIOFS OR LOCATIOiNS SHOWN ON THE PLAINS.
27. IF EXISTING UTILITIES OR ANY OTHER FACIUTIES CONFUCT tlfflH THE
PROPOSED IMPROVEMENTS, THE C0141 RACTOR . SHALL NOTIFY THE ENGINEER
AND ALL AFFECTED AGENCIES IMMEDIATELY.
28. NO CONCRETE SHALL BE PLACED UOL THE FORMS AND REINFORCING
STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED.
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND
APPROVED PRIOR TO PAVING OF STREETS.
30. APPROVED SOIL STERILAN11 IS REQUIRED UNDER ALL NEW ASPHALT
PAVEMENT PRIOR TO PLACEMENT.
31. ALL MANHOLES, CLEANOUTI FRAMES, COVERS AND VALVE BOXES SHALL
BE RAISED TO FINISHED GRADE BY. THE PAVING CONTRACTOR UPON
COMPLETION OF PAVING.
32. UPON COMPLE'TION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE
ALL SIGNING, STRIPING, BARRICADES, AND 01 -HER TRAMC CONTROL
DEVICES TO THE SATISFAC'TION OF THE CITY TRAFFIC ENGINEER.
33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO
THE ENGINEER OF RECORD, t7HO SMLL PROVIDE RECORD DRAWINGS TO
THE CITY ENGINEER.
.34. P01HIM-UM D -LOAD FOR ALL RCP IS 1350.
LEM 0. -
INDICATES CENTERLINE
INDICATES RiGHT-OF-WAY LINE
INDiCATES FUTURE INPRUrEMENMIS
-030)-- INDICATES EXISTING CONTOUR LINE
-0- INDICATES PROPOSED CONTOUR LINE*
STREET LIGHTS
DIRECTION OF FLOIW
0 SEWER MANHOLE
HGL HYDRAULIC GPME LINE
hT1 INTER114
ULT ULTIPASATE
N.A.P. NOT A PART
0 STORM DPAN MANHOLE
Cff OF FOW"I URW HOTMATEM UST
CITY OF F=44A S.B.C. INC.
A-17: BRIAN tVREN 3939 E. CORONADO STREET
8353 SIERRA A1rENUr`_' 94AHEIM, CA 922807
(714) 666-5500
FONTANA, CA 92335 1
(.0,09) 350-6632 UNDERGROUND SERMICE ALER.T
SO. CALIJE GAS COMPANY (800) 422-4133
1981 V1. LUGONIA AVENUE
REDLhNDS, CA 92374 CRAWFORD CANYON MUTUAL WATER CO.
(909) 335-7547 ATTN: BASIL J. FABRIZIO
EMERGENCEES: (800) 427-2200 (909) 463-9580
SO. CALIF. EDISON COMPANY
300 N. PEPPER AVENUE VERIZON (TELEPHONE)
RLALTO, CA 92376 1400 E. PH11UPS BLVD.
909, 820-5598 - UNDERGROUND ONTARIO, CA 91766
30� 875-5100 - TRANSMISSION (5000) 483-4000
213 637-11233 - PIDELINE
L
90 357-6505 - DISTRIBUTION FONTANA WATER COMPANY
8440 NUEVO AVENUE
FOtNTA-t-,A CA 92230
ADELPHIA (909) 822-2201
1500 S. AUTO CENTER DRIVE FAX: (909) 823-5046
OJVT
.ARIOS, L C
.A 91761 -
(909) 4-31-1115
.FRArk: R -d VNEWS HOME TO COAMCTOR
THE EXISTENCE AND LOCATION OF AINY UNDERGROUND UTIUTY PIPES ANDIOR STRUCTURES
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILA13LE RECORDS.
THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR,
50 TW1 ANY NECESSARY ADJUST14ENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE
OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUT701MRY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER
L.1i'vIES N'OT CIN RECORD OR NOT S1401iliM OM THESE PLk4S.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, HE V&L PF REQUIRED TO ASSU W
SOLE AND COMPLETE RESPONSIBIL17Y kR J013 SITE CONDITIONS DURING THE COURSE
OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND
PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
NOT BE LIWED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER
AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY
AND ALL UABiLITY, REAL OR ALLEGED, IN L CONNECTION WITH THE PERFORMNCE OF
WORK ON THIS PROJECT EXCEPPING LIASIUTY ARISING FROM THE SOLE NEGLIGENCE
OF TME DESIGN PROFESSIOW41.
UMUMORMPM Cm. MIS MID LEM
THE ENGINEER PREPARING THESE PMS WILL NOT BE RESPONSIBLE FOR OR LIABLE
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN 0177MG AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
REV.
P REVISION DESCRIPTION
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BEDDING -
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OR ADEQUATE SHORING
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TRENCH SIDE MATERIAL (I*, MAX SIZE)
50,
214 LONGITUDINAL
A I
----BARS
UNDISTURBED SOIL (TYP.)
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NAM SOIL
COMPACTED 957*
GRANULAR BEDDING FROM SELECTED
2-
C) LO
W
TRENCH SIDE MATERIAL FOR PIPE 10' r*4
OR GREATER IN DEPTH USE 112
NOTES:
CRUSHED STONE BEDDING
BASS CF BWNAW
BEARINGS ARE BASED ON THE CENTERLINE OF SULTANA AVENUE
BEING NORTH 00004'30" WEST AS SHOWN ON TPACT 16271-1, RECORDED IN
MAP BOOK 297, PAGES. 15-18, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 360 A NAIL IN
POLE NO. 1563704E AT THE SOUTHWEST CORNER OF
Wly POLLS If Uc LIME AVENUE AND BASELINE AVENUE
.10370 TRADEMARK STREET ELEVA71C;k� 1376.0
RANCHO CUCAMONGA
CA 91730 00 AERIAL TARGET W1 -PK- NAIL LOCATED 300' EAST OF
TEL (909) 291-76 THE CENTERLINE OF BEECH AVE AND 15' NORTH OF
FAX (909) 291-7630 THE CENTERLINE OF MILLER AVENUE
ELVATW 1314.2
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EMWTE OF
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
OWN QUANTMES MD BID A COMPLETE JOB.
-INSTALL 24" RCP (D -LOAD PER PROFILE) 430 LF.
-INSTALL. 18* RCP (D-LOAD.PER PROFILE) 72 L F.
CONSTRUCT MANHOLE PER A.P.W.& STD PLAN 321-1. SEE SHEET 4 2 EA
CONSTRUCT JUNC77ON STRUCTURE PER A-RVIA STD PLAN 331-2t SEE SHEET 4 1 EA
CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL HEREON I EA
jr_ pjp&!�* TYPE 1&DWALL r1r'M G43RW 57D�. NA
NA
NA
1 EA
1101 MO&RB 91PHILE1115110H PER DETA ON SHEEF :2
-CONSTRUCT SPILLWAY PER DETAIL ON SHEET 2 1 EA
11-nA~ nrn A Q IAI A
WNSilWef-fRAS , ST.D P1 "AN, __31641 0 1
rA
GONSTRUff WWG fff HEADWEE PER-SBC0- PIAN Lj_%
,CONSTRUCT 6" HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS 168 LF.
CONSTRUCT 2 - 9' TUBULAR STEEL GATES PER LANDSCAPE ARCH PLANS
CONSTRUCT SINGLE PIPE HEADNALL PER CALTRANS SID. UffG. D89 I FA
CONSTRUCT' CONCRETE ENCASEMENT' PER DETAIL ON SHEET HEREON 10 LF
REMOVE BRICK AND MORTAR PLUG I EA
INSTALL 18m PVC (ASTM F679) PIPE '521 IF
CONSTRUCT CONCRETE COLLAR PER ARWA .380-3 1 EA
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE
2. TRENCH DEPTHS� OF GREATER THAN 5
SHALL HAVE ADEQUATE SHORING
STORM DRAIN I &A
.3. CLASS If AGGREQTE SE ALL TRENCHES
PIPE I MCC TUA U i fin I mcr im t mfqu
NOTE:
TREN COMPACTION SHALL, BE 901we IN ALL ZONES
C."Ll DETAIL. UNLESS OTHERWISE SPECIFIED. TRENCH STA131LITY
SHALL CONFORM TO CAL-OSHA.REQUIREMMS
NOT TO SCALE
DOUBLE COURSE
4* X Sw BRICK
AND MORTAR PLUG
of ESS
ALLARD ENGINEERING r7
Civil Engineering - Land Surveying - land Planning 4�
DRAWN BY. -
8M3 Sierra Avenue
No. 4,3976 AE
Fontana, California 92335 m
09) 356-1815 Fax (909) 356-1795 Exp. 6/30/07 DESIGNED BY:
Jm
CIVIL CHECKED BY:
David S. Hairimii, R.C.E. 43976 Date CALI ml of
(expires 6/30/22 .007)
BRICK AND
MORTAR PLUG
RCP
^-No. 3W52
Exp. 6-30-2og
IL
SHIFU INDEX OF C t
TITLE SHEff- SHEET 1
L1NE*A*q LlNnm. & ILAT A- I SHEET 2
LINE 4�C* SHELT 3
DETAILS SHEET 4. & 5
STORM DMIN IMPROVEMElff PLMS
TRACT NO. 16M SCALE AS NOTED
WLE SHffi7 DATE:
OCTOBER, 2005
APPZ: DRAWING NO.:
I zol
CITY ENGINEER R. C. E. 51152 - 3m 5
Fitename: M:\dwq\15929\FINAL DESIGN\storm drain\ I 6993'-STORMDRAINOI.dwg
(0
C)
C:)
CL
.j
W
#4 13ARS 0
IT O.C.
I * THICK COMPRESSIBLE
MATERIAL
CC 0 -
UNDISTURBED SOIL (TYP.)
3 * MAX. SIZE
NAM SOIL
COMPACTED 957*
GRANULAR BEDDING FROM SELECTED
2-
C) LO
W
TRENCH SIDE MATERIAL FOR PIPE 10' r*4
OR GREATER IN DEPTH USE 112
NOTES:
CRUSHED STONE BEDDING
BASS CF BWNAW
BEARINGS ARE BASED ON THE CENTERLINE OF SULTANA AVENUE
BEING NORTH 00004'30" WEST AS SHOWN ON TPACT 16271-1, RECORDED IN
MAP BOOK 297, PAGES. 15-18, RECORDS OF SAN BERNARDINO COUNTY.
PREPARED FOR: CITY OF FONTANA BENCHMARK NO. 360 A NAIL IN
POLE NO. 1563704E AT THE SOUTHWEST CORNER OF
Wly POLLS If Uc LIME AVENUE AND BASELINE AVENUE
.10370 TRADEMARK STREET ELEVA71C;k� 1376.0
RANCHO CUCAMONGA
CA 91730 00 AERIAL TARGET W1 -PK- NAIL LOCATED 300' EAST OF
TEL (909) 291-76 THE CENTERLINE OF BEECH AVE AND 15' NORTH OF
FAX (909) 291-7630 THE CENTERLINE OF MILLER AVENUE
ELVATW 1314.2
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EMWTE OF
THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR
OWN QUANTMES MD BID A COMPLETE JOB.
-INSTALL 24" RCP (D -LOAD PER PROFILE) 430 LF.
-INSTALL. 18* RCP (D-LOAD.PER PROFILE) 72 L F.
CONSTRUCT MANHOLE PER A.P.W.& STD PLAN 321-1. SEE SHEET 4 2 EA
CONSTRUCT JUNC77ON STRUCTURE PER A-RVIA STD PLAN 331-2t SEE SHEET 4 1 EA
CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL HEREON I EA
jr_ pjp&!�* TYPE 1&DWALL r1r'M G43RW 57D�. NA
NA
NA
1 EA
1101 MO&RB 91PHILE1115110H PER DETA ON SHEEF :2
-CONSTRUCT SPILLWAY PER DETAIL ON SHEET 2 1 EA
11-nA~ nrn A Q IAI A
WNSilWef-fRAS , ST.D P1 "AN, __31641 0 1
rA
GONSTRUff WWG fff HEADWEE PER-SBC0- PIAN Lj_%
,CONSTRUCT 6" HIGH TUBULAR STEEL FENCE PER LANDSCAPE ARCHITECTS PLANS 168 LF.
CONSTRUCT 2 - 9' TUBULAR STEEL GATES PER LANDSCAPE ARCH PLANS
CONSTRUCT SINGLE PIPE HEADNALL PER CALTRANS SID. UffG. D89 I FA
CONSTRUCT' CONCRETE ENCASEMENT' PER DETAIL ON SHEET HEREON 10 LF
REMOVE BRICK AND MORTAR PLUG I EA
INSTALL 18m PVC (ASTM F679) PIPE '521 IF
CONSTRUCT CONCRETE COLLAR PER ARWA .380-3 1 EA
1. TRENCH WIDTH SHALL BE CONTROLLED
TO TOP OF PIPE ZONE
2. TRENCH DEPTHS� OF GREATER THAN 5
SHALL HAVE ADEQUATE SHORING
STORM DRAIN I &A
.3. CLASS If AGGREQTE SE ALL TRENCHES
PIPE I MCC TUA U i fin I mcr im t mfqu
NOTE:
TREN COMPACTION SHALL, BE 901we IN ALL ZONES
C."Ll DETAIL. UNLESS OTHERWISE SPECIFIED. TRENCH STA131LITY
SHALL CONFORM TO CAL-OSHA.REQUIREMMS
NOT TO SCALE
DOUBLE COURSE
4* X Sw BRICK
AND MORTAR PLUG
of ESS
ALLARD ENGINEERING r7
Civil Engineering - Land Surveying - land Planning 4�
DRAWN BY. -
8M3 Sierra Avenue
No. 4,3976 AE
Fontana, California 92335 m
09) 356-1815 Fax (909) 356-1795 Exp. 6/30/07 DESIGNED BY:
Jm
CIVIL CHECKED BY:
David S. Hairimii, R.C.E. 43976 Date CALI ml of
(expires 6/30/22 .007)
BRICK AND
MORTAR PLUG
RCP
^-No. 3W52
Exp. 6-30-2og
IL
SHIFU INDEX OF C t
TITLE SHEff- SHEET 1
L1NE*A*q LlNnm. & ILAT A- I SHEET 2
LINE 4�C* SHELT 3
DETAILS SHEET 4. & 5
STORM DMIN IMPROVEMElff PLMS
TRACT NO. 16M SCALE AS NOTED
WLE SHffi7 DATE:
OCTOBER, 2005
APPZ: DRAWING NO.:
I zol
CITY ENGINEER R. C. E. 51152 - 3m 5
Fitename: M:\dwq\15929\FINAL DESIGN\storm drain\ I 6993'-STORMDRAINOI.dwg
(0
C)
C:)
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