HomeMy WebLinkAbout5572-11 NOTE °
4
ALTERNATE LETTER MANHOLE FRAME COVER SHALL BE ALHAMBRA G3"MIN-
LOCATION FOUNDRY TYPE A-1252 OR LONG BEACH IRON - 1 p
WORKS TYPE X 106 B OR EQJAL 1 ;, P1 v EXISTWR16 [NNDS.1-MET RLI C
Gnpuu y PLc cEo ri�+G- nN ,I,� �a
HRVE Z P\CK FlOLES. ® SLOPE y Z 1 S/ EAIBTIN6 NON- WIDTH OF DUCT PIPELINE
FRAME AND COVER SHALL BE Sb1TUNI%NDUS COMET)
OA
RND WEI.ColA A MIN OF 54D LBS. THE COMER SARLL q ‘ / / // / / // // : II_ 4c „ IrAL TERNAZETRENCH WALL /. = 7 - PIPE O.D. F IFEL\NE * 5 �'1211ICONFIGUCATION �Su1 rdcb� " / 2N 5 4"TYP. �- 'F MF[,t•1. coM G IohJ! WaLETTERS IN // - V 6"x S" SOX x3000 P. S.I. CONCRETE 11 ° / v ° £ 4TYP. EX16TtNC� � �- nzi2-. I,°sdoeele -n_ POWEROR nl r ,_vIII `°: o a °�m'zna111 1"- U 3�1'_ ,.' NSIIe°aovoQo�o 6 �5w oe- =141 �d TELE PHONE DUCT Plilli�nu � .0"% i ee noe° v, GP' ctrGI $IW& &rnL q FU15III 116= I, _ ,• a 06 - .�� - -I', UR1DlSTUR6ED fi : s �� �q J4: THICK PANS •AI CE MENT MORTAFL IIIERRTH -�0`8°°� y � :$ - SOINT FILLER ERIAL _A _ 3.5
N.
,. r 11fT1 .-Iflfl t•1EGu. GoMPAL'(gCJ d9 lu :, `'^ •'� +�- ,�-Li c/Et �4" MIN £ • GONG'- TE SUPPO-T I - i TQP VIEW „ ` GRRNULRRT'L , s •:3111 nh7r1. O44€ 47 11._ '
ASPHALT PAPER G(�U�tl6r7 G�o1Je \i l _ 1. : _,I �n -I ba eo
- .i_7:1
COVER DETAIL _
® ROAD WAY SHOULDER CRUSHED STONE ENCASEMENT- LF. = 2.2 �° - � � 1=
r _ l ICi( CtiA .v v--�.-:.
ALTERNATE GROUND SURFACE ONLY 1F � ,�
Co°MIN. _ Urn ! tite --
MANHOLE I5 SPECIFIED TO BE BURIED I TYP• ' 2-- _ ;=, Fl ll f
_ •._I
5 ALTERNATE \y� hll �- �.
u1= ,1 11111=i =111 ow: il-0 ..41.71F. 4 _ �
tut .1111f."1111:: 'u' II- = - '�'/ I';CIII@ 1' '4 II hJf
AS 1111=1111= TRENCH WALL �l '$,,.I- III :._ uv It= It' Ie.=1,
IZe� 3000 P.S. I. CONCRETE SLOPE � __1, r�4 �iVG�iG ��EEL LLC i= CASE I
RE®UIRED - ' V
STREET SURFACE CONFIGURATION p. F, pli
., rva, �-Ilia����;00,=� I ��� ,II, - SECTION 6-B ND �' i I;' Iu1 16`1 4 t5 'MIN) A
Q - �a ^ 1� MD SLRLE N.I.C.C °
cm // / ® z III �I -11[17
-1.1.-
Nl a �� n 3ooa i
- -�. 11 II 1 I�r, c.46:, I, coNCSeTF. -
. ' 5O" CLEAR OPENING 'L nh ob p11_ I _ nT _, -
i ' : ` II 111-:1111_ n i
_E-f 1117. i1 c_in,_ % w( f n •41% , 7 " ,11Y /
CEMENT MORTAR it-IIIt UAlOIbTLtILBED ;1��s'� y � .+'4r 84./2
�,_ �.n EA1ZT11 a TABLE A
,'�fhu f . . ��~.n �1 DEPTH SOF COVER
;y SPH ALT PAPER
�s +x a „ 5 IO'- & o a'-1„-taro ICa-1"-z5-0
BL' es 14 NIIA\� T BAR T I SAR T I BAR
WRAPPED - MEG1t. L,�r1PCG-t �k ". - -n`I
I G2RNLILRTL WIRT'L -,? -. �- 5" 4 a ° 4 9'Ja" 5
Areirl D -1,-L07 - ri=ii1 _ . _,� �! I_ Inif to . IR hTol 1E �\ cJoTE : tit hi. Alz5n DF 4T t 5 I $' 4 9 S I I 5
nh11 V = D. `? l AREA 6.91-1c6 8'/e' 5 IOW 5 12iz.' 6
OPEN FIELD ROAD WAY
CLASS • A=I I - L.F.= 3.4 C _ s 9" s Ilii 1s%
e
G,'' MIN. tIAi. CiERCLiNG 6HRLL a 1 o" S 12'./z. 6 I S" 7
. ENTRANCE SHAFT DETAILS 1 s 6E '/2 D.D. OF I I" t3vz° Ce (GYe
7.
l
r SUPPO2TED 91PE °
NO SCALE 3000 P. S. 1. „ 10 I2' 6 15" 7 l8 " `C
� / _rBoo CDS1L. 6ERSY1 PTFE D.D. 1 I 3" 16" 7 19%a B.
SEE ERE TRACE 6HRFT DE.Tav, ALTERNATEz:i G KEfU l (yLAG�� \� N9 E' a iaa 1 T tB 13%a7° 7 at" 5
TRENCH WALL FILL M K I 12 t a t
CONFIGURATION ////d
/ 'II £ lu T ;all€�1 ®`n .. w SEER IASL£ 7 16Ya 7
\�y DIA.MANHOLE DIMENSIONAL CDATA® J'- / ' r Ing - \ i-4 ISVa
SLOPE SURFACE -
A Et
/ _ LE B
a SEE TAB FOR STYE OF BARS I 16%z -T 20 B
=11 /� lT F.) SEE TABLE Ra MI5� 15 I6'/el ? z l'` B
' r III nu nn= - -- 7
0� o cem ull oil nn..nu=ull= 4B' REIN 3G" 30" 5" 4 '/B" �' ;� ��° SPRCING OF PARS 7 ° - - - -
F z< W Inm11=n _ _ 'I y., . ., A PIPELINE y / I 16 1 Yep 7
a 'c situ--; Salt
4 81' NON REINF- 30" 001 6 6' - c ° u SMALL SE 4^ O.L. - -
kid 1 3a1 30 51 5e j 4 � e n = 17 lb'/e° 8
w n �� S C w, B DIA. u,- C 6 0 RE INF LINDISTURBED '�r ��% � � -I/
LI� ® DIA. FI aT ERILT H �s wl tit,,I Ii c / ¶ II 18 19'/e 8 -
H
LI W- - C C 72" �Elr1 . ,,,� { � , it
�N a N L9 F. ToP 30 5 Co"� ,I :. .� -� �-�_ SECTION C-C
Mecl4 Lor1PAG erg i. i r oau_r TABLE S
I! I- f ,t Bc/S `A" N ) 111 I1 1=-i S�1D SLRLE
r
w GRANULAR MAT IL t, - �., , I" { � �IIn= DEPTH OF COVER S MIN. BEA g.
I . �I
A‘51-V1 12445 407 -I I El _ n _I i1C 0' - �'-D" 0' - 18'-o" l a"
G¢IX�Hgt7 G.ToI-I Ear. 11;� o• 1 E.-0° 1 8"
I O 8`-l"- I6-0" s.
< ALTERNATE PRECAST _CASE - IZ=i"-ls'o' z4
CONCRETE MANHOLE ) I, CLASS B- L.F. = 1.9 MO SLRLE O' 77 -0" 1 s'
41 / /* I --ENTRANCE SHAFT LOCATION IG-1 - 25-0 7LI" - IO`-O" @A -
a / I AS DIRECTED &Y ENGINEER
I I ID" MN - t 2-d' 30` -
I TABLE C I
i- II I, O I , ' / / / . / ' DEPTH CLR5615D PIPE CLASS ZOO PIPE
w 11111111111111
ALTERNATE
'• ra NI
TRENCH WALL <.4 / GA ULL /1` % I
Q Y PIGGED R,oGK- c ',U; z OF INSIDE DIRNIETER iNSICz Dia MET Ea
SLOPE "AI� FILL••-ME414 Gar1r4G'(IOFU -
�IeOi A A CONFIGURATION `II/ /// _ //4 �w I£ COVER I Co' BI' ID' f24 1 B" 10"
a. 011Y q / - S'-Cm' l I l O" l3' D" -Co' ill- fo IS- D"
al
INLET i IEGI�. GOt 1�AC(0D �I I° 81(n Co E-co' D' d' Ca (a" °
L l3 D ____ �� �_ �� U'I Rc/rs 151N _
tv DtA. 'ASH I - B fo 10-63"
F - L
N OTHERWISE NOTED ON -_ - - ` , GRANLILAU_ NRT'L WI" �c/� (�°tRM1IN� ICD-1°-Z'S` S-Da CQ-D' 5-D" a- O" fo'-(o" E - bI
• PLAN0- tA*Tri\: - TO GR Uy IET7440, IUE7 lgk _ .
D 1 __
HAVE ALL SHELVESOARSE BROOM
' 0 w - RE arE AllSN-LVI�TALSL PTFE -APPROVED RUBBER- CsAS ETED
_ NOTE FINISH "" ;` wLTx CAST IRON PIPE !DR 0-RIME= OR S soINT 1. ALL LTZDSs®esG �Du�aE LATERALS ID" FANO aSl9SALLeR__
� N� SEAL
PIPE / il. Ilr 1 _ l - : �_1I II III�lu�1��� - D
- £ �" - - Ir RLC�UI2tD 61ZE 5TS2EN6[�L SFIRLL 53E SUPPORTED BY USE OF CRS= 3 PIPE IPFBgT
, ® UAIDIOTURSED ui u1� -Ih
t DIA. INVERT ELEVATIONS II I ERRTIi SEE TABLE. L HERE ON V JOIN EXISTING V.C.P. DETAIL.
®. _ . OR CONC. PIPE Z. ALL MON-tf1ETALSL CYLDSSlL3G PIPELINE AND C SL\TS
SHED AS SHOWN ON PLAN CLASS C-L.F. - 1.5 � slll\�� \ N.
- \ 'firm it OR LESS CLEF4TLENGF , EXCEPT THOSE COVEV.ED
AND PROFILE I ��
SLOPE - - RASiPI
al PR
�E SUPPORTED 13 LASE I P>
I" FT. I ��Ifl - tet IN. --�11141 =4
� ,DET 1\.
_ ~�Y DTE
/ --
& suPPDTc�
��; w CO*o C s.RLL NDN-METAUL L1TDssma PIPELINE AND COfi1DUVTS
r --- --��II TED BACiCF �I n; '�}-
- - --- �.. ,, 4 MIN. .q \ b ler - I NDZ COVERED SST 7NE. ROME norms 1 OR -L SHRLL BE
. +� ) I�' //////////// I!r. " _ Ir J`� = III
s --Ili �� �1 J`4a IB MEN. D As rt_ SUPPDSZTED Pa( USE OF LASE Z PIPE SUPPORT DETRIL.
� �- �/ EFJLLY �LeLED I34cK
CA2
n-ueu=uu-411 �F " -.1 LI
ALTERNATE / FILL MECH. C� )PAGTl01I ,- Silts etL,E. at iF 4. BAr1iFlLL SHRLL SE BKDUGHT UC, CiNIFOrLPdILLY ALOA\G
h=U11=111 101 - z "< Q .- /j� / - /, r
nIl=lilSlu 111 -• - at g er,. > ? TRENCH. WALL II-: // / IT 'PCS OLLAR OF ,:i m1 BIDi1A SIDES OF THE PROTECTED PIPE Mit SPPDVT
;F..
3000 P.S.I. u1=11' I -= a _. r; SLOPE / j�j tett. ll 9 ' Ai 3000 P. S.Y. 5D AS TO 9NDLaCE ASO UNC3ALANLEL7 FDStCE
pita- It m nn III _11-- CDNFIGU&ATIDN '� "� / / n� '_ i
CONCRETE nr1111�m1=111=Illl ✓ - ,o' ;n CDNCEETE SECTION D-D 5. CROSSING METALIC CONDUITS 3 INCHES (NOMINAL SIZES
RASE �L ry A,g _I� ,// � 8 IT L �� r� - AND LARGER SHALL BE BACKFILLED TO Z'-09 BELOW THE
FiYV ,.i. ->-' /,/ .- ,�,�, t--yr T11 N.I.C. ® CROSS INCs CONDUIT WITH CLASS 2 ACG-REGATE- BASF. MATER
111 // /�', 1. �' < c ri 'S' `-r`i'ijrAt:,7 IALS AND INSTALLATION SHALL 13E `
. IU EF , / - �'�t v Irl e .. j -- PER CALIFORNIA DEPARTMENT '
I NOTE w.-Ji // _. .°I�V(IL 11A1101 IILz1llgllq o97BTRAMS.
E DITIDNIsTH EDATRENCH I SHALLDNS,
THENSECT
BE BtCKFlt1ED N
F
PRECAST P�IANHOLE SHALL CONFORM TO THE REQUIREMENTS UNDISTURBED I=RPTk 1 `"TIS
SECTION A®A /® AI = TO 12 INCHES OVER THE CONDUIT WITH CLEAN,MDISENED
OF A.S.T. M. CAi7E3 AND RE DESIGNED FOR AASHTO H2O I aI'I, I
LOADING. � � - CASE 3 SAND �(SAND EQ UIUALENT OVER 30l BROUGHT UP IN LAYERS
0.6 Bc Col MLN. OF NOT OVEE Wo INCHES AND MECHANICALLY COMPACTED
O
TO A IZAT-TeNTIDN BEELATIUE DENSITY OF AT LEAST 907 WITH SPECIAL
+ I 1. 1 I - laEDDLNG- DETAIL NOTES NO SCALE in
GIVEN TD THE PIPE BOTTOM AND HAUNCH
1 - NAND SHAPED TRENCH SHORING t`TRENCH NIC,
-
fl1LN
SOIL UNDISTURBEDSLOPING- ® g g�,® AREAS OF THE SACK FILL ,
®- LF.CLASS =1.1 CONFORMANCE WITH STATE OF PIPE SUPPORT DETAILS
L+ CALIFORNIA,PEPAgTMENT OF
/ BEDDING DETAILS HgENTSINDUSTRIAL AND THFETY EEQUIREMEINCS NO SCALE F
7 STANDARD SEWERMANHOLE / ECCENTRIC CONE
NO SCALE NO SCALE
OF THE PROTECT SPECIFICATIONS.
.
I
RECORD DRAWING
SUBM! T D SCALE PRR\<ER 4.15 SHEET
�. Dov ucr o " JN�o. Aoo�o. r C-35487E. o d7SIS Designed CHINO e4 FONTANA INTEF�CEPTOR -V 11
Protect Engineer R.E. No. Date gg ®fig gy ® `
® 11-29-$4 A. AS SrR $ VO�t Drawn PARKER_ 44 .76 11 �d MCI CI A� WATER ® I O OF I I SHEETS
� STANDARD DETAILS
1, �j / -- C-18657 / /j//�Z Checked K.PETERSEN ID•l8 85x5 ArshibCaI Avenue Post Office Box 697 DWG. NO.
I 7-14-Pi3 �,-- MIOK, Q6V1�iraUS R MMEN E Cucamonga,California 9173CI Telephoer� ;7]4).987-1712
REV. DATE BY DESCRIPTION Engineer R.E. No. Date: - Date D4523- II