HomeMy WebLinkAbout4376-2 çRoADWAYSURFA /çPERDETAIL1HEREoN.FRAME & COVER
STANDARD PRE -CAST MANHOLE NOTES :
` TYPE INC2AR-+Ioi 0„HOTSIM AS.MINA Mr e
GENERAL NOTES: Continued
` 6" GRADE 1 . PRECAST MANHOLE COMPONENTS SHALL CONFORM TO ASTM C-478. MA• I PAVEY NT*'!" TYPESI OR133AR-i000,Ho�TMXA.C.
• 4) 18" MAX.
ti
36" DIA. • ' RINGS T.7. POTtrOPLACIM6IdREf1tPAVING,tXI3ltttGT+AVE:tAEfiTSHALLBECUT Ta'71'NEAT STTLADFTI t6
N. 2. PIPES SHALL NOT PROTRUDE MORE THAN 3" INSIDE MANHOLE SECTION AS MEASURED ALLPIL JOINTS
O SO KSWITHIN
" Nit FEET OF TRENCH
INALL DIRECTIONS SHALL BE
.....:2 io
u AT THE OUTSIDE EDGES OF THE PIPE, VERTICALLY ALIGNED WITH THE SPRINGLINE. SEE WENT ' - sl KT ASPHALT EMM OF METING PAVE SURFACEMENT BEING JOINED AND LL ATA
w .a CONSTRUCT WATERTIGHT CONNECTION TO MANHOLE PER DETAIL "A" HEREON. • S. T SOF300FEETORMORETa9EPAVEDINRHACELF-PRUPB.LEAPA MACHINE-
(..)
�-} CONCRETE COLLAR
Z - PER DETAIL 1 HEREON. ,T z . Tf DRSTATiCE B‘A' A W. ANYSTREET PAVED DR RESURFACED I}I IRE PREVIOUS 36 MONTHS SHALL BE SUBJECT TO SPECIAL PAVING -
0 a 1-- EIBSTRIG A f; MUST A ' '� ^ !� R UIR Pd7T$.A31Y TRENCH EXTENDING FROM THE CIJRB)1 INTO Tt1E PARS LAC SHALL REQUIRE
c� io 3. MANHOLE BASE SHALL BE PORTLAND CEMENT CONCRETE (P.C.C.) AND SHALL HAVE
R '' - '' A.ECLUIREIM TS.Al AND NCH OVERLAY OF THE PARKING LANE. IALL NTO THEPARI EXTENDING La1itGTIUUDM
r v ... THE FOLLOWING CHARACTERISTICS: 3,250 PSI MINIMUM COMPRESSIVE STRENGTH AT r �.r jr, �►, ,�;e�r RE �� •�'" '%"' a'THE c vwQla+�ea li REQUIRE nu►Tn+E. Eu ESEcoln xra°av •"L'
�`� �' -� 60" x 36" ECCENTRIC 28 DAYS, MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP AT 1 TO 4 !/ °=° f�"�� � / 1 f / °�'n'�'' TRAVELED L"' T'�'�WILL 'ieetom LENGTH' ^•fir 9''= 4g - 4•\ \ .'tiy�\.<\/\/\./14
\;�\ 'a TWE TRENCH TIP=THE PIP-ARES?UNE MESE MILLED A![D%MXD 2STEEITN BOTH DIRECTIONSFROM
•
CONE TAPER INCHES. ALL MATERIAL SHALL CONFORM TO SSPWC, SECTION 201 . ••�a \
' commis)9 / 4 ¢cQ'p° $, /r 1LTFfRH1Cl(FAILUREai7NILTIOOCGtrRTILEPPRYHTTEEI4EYHDTER 1i NormaaFSUGIi AIiB
4. PRIOR TO BACKFILLING, ALL MANHOLES SHALL BE VACUUM TESTED PER THE •�` IFTRE lCHFAI lovE.or�EpLACCray R n :sHALLaF °° ' 'E Y
REQUIREMENTS OF ASTM C-1244. so0� o / `�' ' ' �
,f
SEE #13 �O ego cssll�ACTEnsox
•• 6" TYP. `��, � o' /: t� BEDDING'MATEFtiAIFi�►e L BE SAND,GRAVEL,CRbSto AGGREGATE s3RitArNF FRFEDRAf11Q Wm/UM
DEVELOPERS SOLETOCHHIEL
• 5. EXCAVATION AND BACKFILL SHALL BE AS SPECIFIED FOR "TRENCH EXCAVATION AND / ¢�Qa e20,, ►TEOAs_Htiv, :Asp+ +mernOFPIOTLESS THAN30, DSHAzr` ►vsA's= c°�NNY
5..
y\ oda
t BACKFILL" IN SECTION 306 OF THE STANDARD SPECIFICATIONS. ' '� '" WHICH TOME ta�Nc�s>ats•
CO • • ! REDINI G MATERIAL SHALL IAEETCR
-- / S'IEVESCES %PA: SIEVES
6. EXCAVATION SHALL BE AS NEARLY VERTICAL AS POSSIBLE (SHEET AND SHORE 4-,,, EXCEED SECTION 3a&rs ,STANDARD
12 ..13-.4.--STEPS PER IF SOIL CONDITIONS REQUIRE) IN EXISTING STREET SECTIONS, ALLEY SECTIONS
• 411• 1-.--Mb" ePeceir..knotis FOR PUBUC MORNS
{ cc»ISTTTuIeTlan,L,TTseT -�' -
\� WOA SE%CA1/A7EDNATNE•WLT ._..-.«. .»..:�
AND CONFINED AREAS, SUCH AS LIMITED EASEMENTS OR ADJACENT STRUCTURES. ` / • `-f"�'� or TOTE or -' -.
N NOTES HEREON > saw+lAtcrc>I��oaStTeR ..''.� ,o=
•ic _ PREFORMED ,, .,.- .
P 1 r '- NATURAL ANGLE OF REPOSE WILL BE ALLOWED IN ALL OTHER AREAS. : f .: S- 5, • .,.. ',.�.- •rs
, :
COLD-APPLIED A READY-TO-USE PLASTICf - e-s
' '• F 3y e7y lYILtM �' x",..;\\,/\ MOULD B6[N ACROlB ". = � A
VI
VI 60" DIA. JOINT SEALING 7. MANHOLE PRECAST SECTION LENGTHS SHALL BE ARRANGED TO FIT THE REQUIRED DEPTH. OA•a /19401 IDTH MftTRiLaTERO.1Z.PiIIIAc onnoce
4, COMPOUND SHALL BE
T4aG.4**•1 X13. THECDNTRACTOR/PERMIT=SHALL DE REWIRED TO FOLLOW THE WORK AREA TRAFFIC CONTROL HANDBOOK
USED FOR ALL MANHOLE 8. NO SEWER LINE PIPE DIAMETERS OF LESS THAN 8" IN DIAMETER SHALL BE
�rAtCH-Mu +tuw�t As DIRECTED BY THE crs�'TI;Ar�t�iA'�EILDTI o�-
W tINLOADIRM
J O INTS GENERAL NOTES: SHALL 8>:sLrr rrTT 2e DAY:DI ADY)ttICE OF CU/SURE.
•! PIPE I.D. • . i�► TALL STREET CLOSURES TiEQTtt crrYTIIAFF ENGINEER xPT�ROVAL,uSisT FT3I2 CLOSURES��AD=1/2 WITH CONNECTED TO THE MANHOLE.
,^�- MANHOLE I. ALLE AVA,TaIItAnnfl Tl cmr lFfOlrr,UFARIG T-a lrAxl rx!lEHSA AVA1 P cFROI(1 '
1 SMOOTH SECTIONS DSERVI,EAL IS, HE9 OKfl oi�ARTentALAninA WTIEETSI IAl SesusJB rrAAPPRada..tricnYTRAI Ic
BROOM FINISH 9. PRECAST CONCRETE BASE MAY BE USED IN LIEU OF CAST-IN-PLACE BASE. DsxieTrrslattn�Imzworu►laflAYSPSIaaTasTiUlt}Pict.e°°r�e's
FINISH m ALLPURLICWORKS$ Tena RE STSW I�NUTE2 fORImlGOATSMEADOFinaSCHmw:EDWORK. soF E
4. COMPACTION OFBAT FKI.SRPLL RE VERIFVD m ILACIECBN ALENOB RAI A.SOIAPAGI i ' .I€ ALLSTRIPING AND MARKINGS DA L4OED MING CO CTiON SHALL I�REPLACED IN POND AS DIRECTED
�. 6" (TYP.) 10. ALL MANHOLES SHALL BE WATERTIGHT. REPORT SUBMITTED TO CITY FOR APPROVAL PRIOR 11/TRE
f . $�_ O•� • f Mi�OfIOMPACT'IaN�TT;STfl1GCOMOCTOR MA`6I13E •SAC PCC SLURI�� •�EiRPAYEleB4T: BYrI�ClTY' EHtORDESifE.
12. THE UPPER MANHOLE STEP SHALL BE PLACED BETWEEN THE TOP OF THE , I. ALLOCAVATlal s SHALL BE MADE,PROMOTED AND SUPPORTED i+S REQUIRED FOR SAFETY MEIN AHAMER IT. ALL POTHOLES I SERVICECITTS tETC.SALL BE BADIt FILiED"MAS-SACS
°
RAS SPECIFIED BY
E ern-
•..
MANHOLE AND THE MANHOLE COVER FRAME AND SHALL PROJECT NOT MORE THAN + ° +" fl ""'�'IF"�' ' E"` ' 'A> wsia� �+ "
•4
• fULL +1L&AF)rIRS A COPY OF TEE O OSHA EXCAVATIOTHE N PERMIT,T -F3111GAPPLICABLE,SHALL BE DI Acc ED
i!. fO!<,.57'LNT�REPRIOlZ TO PLIu;Ee�T OF PERMANENT PAvr�sT,
' '•• •.• .� J PIPE ID. 5" INSIDE MANHOLE. s°ME P�xa'ecrnrsPEcsosreiadlts "I : PLATE r3SHALL REBt�t
cE• ' a DEPTH vim CITY STD.NO.'I&Tt.
4 e ' 4 11 . THE LOWEST MANHOLE STEP SHALL BE PLACED NOT LESS THAN 16" NOT IL PERMANENT PAVEMIRrtSHALLITE R;EPLACE'D 15DAYS OF AVA•trorAWSW2-04CH
THICKNESS
• OF'TEMPORARY ASPHALT PAVING SHALL nePLACED WITHIN THE TR ;i AREA UNTIL PENININENT REPAM
'4OrP ,iCV"V ..r=.=tr,71P fr. MORE THAN 24" ABOVE SHELF.
le cowmen.
-;•--•'t:•`f•�-•7.-•t„• *-•-•''_•144••*•;it THE TEN IARYPAVINGSHALLBEPLACEDANDt ACTEDWSUCHAMANNERASTOPROYAE tSAFE AND
SmoOttiTRAVELED SURFACE.PE ESHALLSIARIfAINTiMTEMPORARR.PAHBIIEPITNASAFEAND TH
7/ •
12" MIN. 13. �q" DIAMETER GALVANIZED IRON STEP OR PLASTIC STEPS PER ASTM A-82, ctuninin ul P ENTPAVNGM
POURED-IN-PLACE 12" MIN. ASTM C-478, ASTM TYPE II GRADE 43758.
PORTLAND CEMENT BA$E POURED OVER 14. SEWER MANHOLE BASE TO BE CONSTRUCTED PER CITY OF FONTANA STD. PLAN No. 20C'3.
Yr $b -t BY. CITY'OF FONTANA F S$I .,, CITY OF FONTANA
CONCRETE MANHOLE 12 OF COMPACTED' ,. - �-c. AP "of fri of
BASE SECTION 3/4" ROCK „ ` , Lam' f '
CLASS 560-C-'3250 s1ts STANDARD wcA�osANuovAt
�• , DATE ,� ' DATE STANDARD'
CONCRETE. -: SEE NOTE 14 HEREON. ;
► �C�►Rbo sANnovu TRENCH REPAIR itil"5z TRENCH REPAIR
ABBREVIATIONS LEG END
60" DRAWN BY: TAM JAS o AWN SY; TAM IUS
STANDARD MANHOLE
ASPHALTIC •
CONCRETE A.C. W - ori'. _ ��- _ '1�:3'! r 't 2 ATF xE stai!1NUAASEE 113,P1JUItk10 1031 2c 2
SECTION WATER 0 0,« REVISION NUIRSE� STD. 1� or cx1.
BOTTOM OF CASING BOT GAS _g
BOTTOM OF RAIL B/R ELECTRICAL
CALTRANS CT
CENTERLINE CL
TELEPHONE ---t
s 6.. MIN.
CURB &GUTTER C&G PROPOSED SEWER
DECOMPOSED GRANITE D.G. EXISTING SEWER ---s----
A 11 6" MIN. VITRIFIED CLAY PIPE DOWN DN FIBER OPTIC - FO STANDARD TRENCH REPAIR DETAIL
3" MAX. WITH 45° --'1 DRIVE DR. EXISTING MANHOLE -S-- --
NON-SHRINK GROUT CHAMFER ►`."n111w.�.mw..Nvw�mkw,.�,Am.,mx EDGE OF PAVEMENT E•P• PROPOSED MANHOLE fl
r'� ELEVATION ELEV W - . .����`��•. .
COLLAR Q WATER VALVE WV� •1��11111111���
(NON-SHRLNK GROUT) EXISTING EX.,(E) WATER METER W .1'1�111111111111111111111��1`�.
FIBER OPTIC CABLE FO . 1111111111111/1111111♦ .
��'��������������mmg��m������ EXISTING POWER POLE -e -e MANHOLE FRAME & COVER PER ♦111111111111111111111111.
FINISH SURFACE FS TELEPHONE
'11111111111111111111111111111111111111111111111�1
___t 0 _ ALHAMBRA FOUNDRY N0. A-1251-6
GATE VALVE GV
INTERSECTION INT FIRE HYDRANT AFH OR NEENAH FOUNDRY No. R-1578 1 ,11°11111111111111111111111111111111111111111 •
OR APPROVED EQUAL. 111 ��111111i1•���14•1/11111111111j
11111��•11111•� °11111111111° 2" THICK
MANHOLE INVERT INV. GAS VALVE ®v 9 - 1111111�1.`1,� ;:o •1111111111�,�
INVERT •
ELEVATION EXIST BOX CULVERT 1111111111111111111 +,0� `�11111111111111111�1� A.C. PAVEMENT
ECTIONS 111111111 O 4,* *s* *,%$TYP.) 6" MIN. LATERAL LAT PROPOSED STORM DRAIN 11/1/1/111 •,4 c;CENTER LINE ---
/ � �11111111111111I
® o 17- 6" MIN. VITRIFIED CLAY PIPE MANHOLE M.H. - - - - 1 1 11111111, FRAME AND COVER NOTES:
• 1NON-SHRINKAGROUT CHAMFER S MAXIMUM MAX RAW X11 � 1 /1/ � 12" MIN' 1111l1� 1 . THE CAST IRON USED SHALL CONFORM TO ASTM A-48 CLASS 35B.
.`--�:!!`_...._...._...�......._ 1111111a°vD! �. ����1�1�1°1�1°1�1°�MINIMUM MIN �11111111� s ��
MANHOLE BASE .0.SHAPED ORIGINAL GRADE OG ,111111111111111114 51?),�1���+ ,11111111111111111'' 2. COVERS SHALL BE CAST WITH THE "S" FOR SEWERS, AND THE
TO MATCH PIPE COLLAR L® OVERHEAD OH 11/1111114 ♦a 1111111/11 AGENCY'S IDENTIFICATION IN ACCORDANCE WITH INSTRUCTIONS
(NON-SHRINK GROUT) PAVEMENT PVMT �1111111111�1��11�1���O�Q I�111111111111111111�I FURNISHED BY THE AGENCY. THE "S" SHALL BE APPROXIMATELY
MANHOLE BAS-1: �.�••�����•����•�•���•���� 111A .C�114 \** 4. ♦111111111
-�� POWER POLE P.P. i��i�111111♦ ♦ 1 �■ ,11111111111 3" HIGH WITH %Z" LINE WIDTH, AND PLACED IN THE CENTER OF
"'"' ' • POWER POLE WITH LIGHT PP W/LT CAST 3" LETTER � 1�111111111111111111�:� ���11111111111111111111 , THE COVER. ALL LETERS SHALL BE FLUSH WITH THE FINISHED
••••••••:••••1‘, PROPOSED GRADE PG "S". RAISED 3/16" ,•�111111111®11��. • , . .��111111111111 SURFACE OF THE COVER.
1111111111111111°1/1111111111111
RADIUS R . ;1111i1i11iiiii111i111111111111111i11° PLAN VIEW 3• FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST
12' F COMPACTED REINFORCED CONCRETE BOX R.C.B. ,'11111111111111111111111�1�'°it , NTS ON THE BOTTOM OF THE COVER AND ON THE INSIDE OF THE FRAME.
o RIGHT RT. ��11111111111111111111.
3/4" ROCK
1�1�1�11111111111111��•� 4. WEIGHT OF FRAME SHALL BE 152 kg (335 LBS). WEIGHT OF COVER
RIGHT-OF-WAY R/W,ROW ����11/11�•�� SHALL BE 154 kg (340 LBS). ACTUAL WEIGHTS SHALL BE WITHIN
SANITARY SEWER MANHOLE SSMH
A RANGE OF 95% TO 110%.
NOTES: SANTE FE PACIFIC PIPELINE SP
NON-SHRINK GROUT SHALL HAVE THE FOLLOWING CHARACTERISTICS: STREET ST a U 5. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE
ii_\ 3,250 PSI MIN. COMPRESSIVE STRENGTH AT 28 DAYS, MIN. 6 SACKS OF CEMENT PER CUBIC YARD STORM DRAIN S.D. TOP c� A.C. PAVEMENT
c� TOP ENGINEER PRIOR TO SHIPMENT TO THE JOB SITE. ACCEPTANCE
AND SLUMP AT 1 TO 4 INCHES. ALL MATERIAL SHALL CONFORM TO SSPWC SECTION 202. TEMPORARY CONSTRUCTION EASEMENT TCE PAVEMENT 12" MIN12" MIN
PAVEMENT-77 TO SURFACE PAVEMENT WILL BE INDICATED BY THE AGENCY'S MARK.
TOP OF CASING TOP ` 7���������1��71% %//////////////////////�///////' ^4. .���������!��4
AN AGENCY-APPROVED FORM OF SEAL OR WATER STOP IS REQUIRED ON ALL SANITARY SEWER TOP OF CURB TC • / / / �� 12" MIN. 6. THE
PROOF-LOAD
(41 ,300 LBS).
TEST
METHOD B OF SSPWC 206-3.2 IS
INSTALLATIONS AND IN OTHER APPLICATIONS AS REQUIRED BY THE CITY TO PROVIDE A WATERTIGHT ;. ' r,;. ' ' ' : ; =••;.; '
CONNECTION. TOP OF RAIL T/R .: . , *•••••••• ,
/�.... :.• SEE NOTE BELOW
3. ALL PIPE OPENINGS TO NEW MANHOLES MUST BE EITHER CAST-IN-PLACE OR PRE-FORMED AND UNDERGROUND UG
TO EXISTING MANHOLES MUST BE CORE DRILLED. UNION PACIFIC RAILROAD UPRR •
. PIPE OPENINGS R}
c cn VITRIFIED CLAY PIPE VCP r' • CONCRETE CLASS o °
DETAIL "A"- PIPE CONNECTIONS WATER VALVE W.V. "
rn WATER METER 6=-► -6 560-C-3250 N N
o SECTION
W.M. NOTE:
NO MORE THAN 12" OF GRADE RINGS ALLOWED FOR A MAXIMUM OF 18" FROM o
c�, TOP OF MANHOLE BARREL. CONCRETE SHALL BE PLACED FROM 2" BELOW GRADE o "
�, DETAIL 1 RING TO 2" BELOW MANHOLE BARREL'. AND SHALL ENCAPSULATE GRADE RINGS. - v
m
co DETAIL 2 II II
STANDARD PRE - CAST MANHOLE STANDARD MANHOLE FRA dE , COVER AND CONCRETE COLLAR
DIAMETER PER CITY OF FONTANA STD . PLAN 2000 AS MODIFIED HEREON
60 ww
00
Es0) Ise Prepared Under The Supervision of : CITY O F FONT0 CDANA, CALIFORNIA w W
o N
r, ARO��Ws° '� r PUBLIC WORKS DEPARTMENT O F
NO. al 2201 DUPONT DRIVE,SUITE 200 DRAWN BY: CYPRESS AVENUE SEWER ' z 0
F-
0
cNi> c� '"
n n
EL 0 25068 H IRVINE,CA 92612 KT O
it II
w w °G rel:sas}zas sazz Fex:�sas�zss�zzs /RS 4-02-2007
„ (EXPIRES 12-31-o>a) ,I ( DESIGNED BY: DETAIL SHEET DALE O
o
Q __I
9 c I v,, \Q- if/Z��'-G :�f'/ Date:12/07/2007 CHECKED BY: APPROVED BY: DRAWING NO.: 2 I
O w "AS-BUILT" s-2-os RS i=M r%rJ�i CM. RS -Fe. /A.4. ,AA t.0tt•-x-4,1 DATE �0/i%7 Q c�
wz
O � r:Ev. �0N DESCRIPilON oATE ENc�t. aTr oA1E ROBERT STEAFFENS - R.C.E. 25068
��� CITY ENGINEER R.C.E. 51152 4376 5 -� o
D o