HomeMy WebLinkAbout5574-5 NOTE
ALTERNATE LETTER MANHOLE FRAME COVER SHALL SE ALHAMBRA E.••MIN.
LOCATION" FOUNDRY TYPE A-IES2 OR LONG BEACH IRON Mai B
WORKS TYPE X-IDG B OR APPROVED EQUAL. - EXISTING NON-METALIC
PRRME AND COVER SHALL SE BITUMINOUS COATED tr, 0.4 _
•
PIPELINE
�� %` •'A,5';; 8110 WE1 GH R VIOL.OF 6W LBO. THE LDV40. SHALL '� - - PIPE O.O. P19EL1N61! NON-fRCTR15L WIDTH•OF DUCT b, _
AMIE 2 PICK LADIES. s+AND PLACED BACKFILL' .•
r- Ih LETTERS IN le '' ....•
'N 2 �a. 4 rvpi ,__L.. -I- -`7+
f CBNWDSEWER A"•fie DO% 5000 PS.I CONCRETE - i - - -1E ES\ST1Nb r_ �1 __,
• 1 1 TYP.
......;„to CONE'• I POWER OR ITN -e-
iii,tik r. TELEPHONE DUCT -IL]Pl l'''' RMED
i- - - --+ N s� m v. CI LI
I �"1 - �EtiPEUi��1ON JDINvi." THILIL �MRTFAIRt
_ "// '�t„ '/i THICK EKPANSION
'6' •- _ •+H — ULID\STURBED - +ii-• DC/BMR%
CEMENT MORTAR. � __� I _ -- - CONCRETE_ xJ SOINT FILLER MATERIAL P4 - �LDE\NTC.R�ETNE PIPE AND
EARTH �\ .
WI
1.---16116 M1U
.,1.
--- < 3000 P B,1. <
}y, ' •\ GAAHULRR WORTH.. \ „pl_ _ - '- �`OvIB 14-ma) E CONCRETE SUPPORT
TOP ILIEW `ASPHALT PAPER. �YY O_ (a. ::
i °
F.
COVER DETAIL : .
-ROAD WAY SHOULDER CLASS A-III I I I
ALTERNATE GROUND SURFACE ONLY IC (MIN. I I I I ;Eg1,. ^
% MANHOLE IS SPECIFIED TO BE BURIED I II -"_ _ _ .
• I I I I
AS
REQUIRED -.I " 3000 P.5.1. CONCRETE ' _
1,_--S000
SURFACE NO A SCALEI
r- r -..'%����.��\. --_ A - _ _ CONCRETE _, I lig. IB*t ' SECTION B-B
RAF Al GIi. 'N I • . .E NO SGRLE
? 4•
lCOCCONCRETE:
• l
30 CLEAR OPENING _ TABLE A
- _ CEMENT MORTAR-' 4AmTUPDED '7' -POI �B. IS MIN DEPTH of c
ovER `
• 21
4 SPXALT PAPER '. ..�� ---BC�B (6'M11R) 5 o'-ii-o" L'-1'-I Q 1&i-a5:0
I SRA PPED -�:..: : r T BAR T DAR T BAR
GQRNULRR MATIL .. ............ -
--.7_ _ _ - _ - _ 4 O' 4 .8• 4. 7m° 5
OPEN FIELD ROAD WAY-,--------,. 5 8" 4 S. 5 II' 5
MANHOLE DIMENSIONAL OCTA G awl` 5 lOIB 5 lass.` G
MANHOLECLASS A-IV 7 5• 5 Ila' 6s 13IE G
014 METER TYPE A 8 C 0 5 PIPE DIAMETER C
` r P/PE DIAMETERS Co.MIN' NMI.%ERRING %HALL 6 1 O" S lave G 15' 7
ENTRANCE SHAFT_ DETAILS 48r' REINFORCED 36' 30" s• 4�'s=o To E/" 1041ERK. 7 B BE '!i D.D.OR A I I' G lame G 161! 7
NO SCALE 48" REINFORCED 36" 30" 6" 4" 5=0`* 84" * I 3000 P.S.I.'�PPORTED PIPE 10 le 6 15 7 ie 7
40" REINFORCED 36" 30r 6" 6' 6=�P/PE DIAMETERS 7T ► ` I � r:' LONG.GERM ��O.D.*to, 1 1 1.1- G I5' 7 IDri 8-
SEE CNTRTINLE SHAFT DETML 27 39' E ,HAND PUKED " NFU/ 16-{1- . 7 IR I5Ni 0 I7• 7 21' 6_
�-HERE ON 60" REINFORCED 36' 30"6" 6" 640"* 42" .`F "/////!. Nu 2
_ PIPE DIAMETERS / ,' C -C T - � ' IT.SEER TRUE IS 14N 7 lea 7 - -
_ 72" RE/NFORCEO 36" 30. 6° 6` 7-0"45" j GREATER I �E4 TABLE O FOR s\lE OF BARS J e
V•�T`._P _- _ 14 Ise 7 20 a
3
{ ,` -�.; -- sY %�`' TYP.'I DEE 'FREIE Q.SPRUNG OF STIRS 147a
IS IGH" 7 21' 8 -
drlrp "-I I 1 s,r /f CONNECT/ONS ANO TEES ARE REOU/RED+ 16 17Yt'
z< x 2 _-} 4.-7
-r YY - U56 NEXT N/GNER DIAMETER MANNOIE. PIPELINE 7 - - - -
w"'s i r G 1 I e aA•
I t' .Q `Y I•YNERE 30" OPENING If NOT FOSS/BLE,USE O� _ SHALL SE 4.O.L. 17 tame a - -
�U' C 11---r-
t -r ^I CONCEN77R/C COR ALN4 M<R4 FOUNDRY UNDISTURBED c t �. - • - -
-
MK K'lyi9 C 1-B DIA, .I Sr TYPE A-4326 DR GEJ/V,eLCNT. / EARTH S +, _ i // ;. SECTION C-C 16 I'eTABLE B
/ II l+ j 1� yt•P EXITING LEA/GT/is GRANULAR MATH._ `r�+� _ .1. 'NIS`R"HIM) '..14 ..••• mare NO YALE
DEPTH OF CCTIER 6 MIN.BEAR.
/S. +I MANHOLE - - - O -le-O' O'-I&•0 la'
I 7': I o'-1 24CT l a"
L /• I - ALTERNATE PRECAST OI
CONCRETE MANHOLE CA 2 1241-ISO 24
/ I - �' CLASS B NO %LACE
ENTRANCE SHAFT LOCATION ' - '•O' Ibe
AS DIRECTED BY ENGINEER G��QQAANNULA�QQ MTI TfR/AC: Id-C.25%0 Tei"-1040' al +
I. MIN GQAd/ULAR rYL4TE/Q/gL SHALL BSE /A/AORTED CRUSHED STONE 10'•I•I atcr 30'
l0•MAX- CONFORM/A/6 TO 4STiH D-48',6�Ngv/NG THE FDLLO{Y/NG
- 6RADU4T,D.v: TABLE C
A O _I 1111
' . . /OO PERCENT PASS/NG //N. S/EYE;
S 1' 1----
-e�. �" I 90-/00 PERCENT PASS/NG 9.-'4/N. 5/EVE;
DEPTH CLASS ISD PIPE MASS ZOO PIPE.
HAND PLACED BACKFlLL +y = 20-50,4E-RCENT PASS/NG 3/B/N.5/E VE: or INSIDE DIAMETER INSIDE OIRMETfi0.
d I A A T; # -�E O-/O PERCENT PASS/NG •K 3/EYE; COVER Fn 6' l0' DE' B" ID"
a M ♦ _ O-S PERceArr PgSS/NG 8 S/EYE.
___t
_ INLET __ _"�_ 4„„
g!`<> / SL.46„PEA GR41/EL Of OTHER"ILTERNATIYE MATER/ALS WILL C-B' d-Ts 11'-D" it-o" d-m' 11'•N" IV-0'
w �� SEE "MANHI-LE '� O L1 -I .5 T 'il/ /RC/u him NOT BE ACCEPTABLE/NL/EU OF CRUSHED STONE. d-1=1N ti-Ti B•0" tc-o" ire-G' E•b" 10'-0'
N C OtMENS10 AL DATA" E_-�_,_. GRANULAR MATIL - •• - .....,/•(4.,..) 14.1=ZS'J 5-0' G-O" D-CL 6'•D' 6-b' B-N"
O W - - I ALL SHELVES TO t6... 1 APPROVED RUBBER GASKETED
Y I HAVE COARSE-BROOM ! 0.EPIALE NON•MCTRLIL PIPE
< II NOTE FINISH A' e -- e�3-_ 0-RING OR SEAL SOINT I.ALL CROSSING HOUSE LATERALS 10. RND SMALLER
__ _ WITH CAST IRON PIPE VOR
SHALL RE SUPPORTED BY USE OF ERSE 7e PIPE SUPPORT
- L y1Ore -- z INVERT ELEVATIONS O JNDISTURBED E REQUIRED SIZE R.STRENGTH r
I .�"6 I E AS SHOWN ON PLAN EARTH SEE TABLE C HERE O i irciN \� \ \ 301N EXISTING V.C.P. DETAIL'
{I'/WIdT CLASS C EII' —� =OR CONC. PIPE I.RU. NON-METRLU_ CRDS6lNG PIPELINE AND CONDUITS
al AND PROFILE __ ` ��i�
1_ +f EII �1, WITH UM OR LESS CLERRENCE+EXCEPT THOSE COVERED
�� E II - j MIN- BY NOTE I ABOYE,SHALL. BE SUPPORTED BY ERSE I PIPE
--....s W 1 I \ News--
SUPPORT DETAIL.
'- - 9"�- II, I I 2 EA. -2/LENGTHS LAIN.-d 1 '1 RLL NON•METfiLIL CROSSING PIPELINE AND CONDUITS
�__',,,_�I -��_ �j 4 F I I YCP ENTER/NG - I • NOT COVERED BY THE RODVE'NOTES I OR L SHALL AE
LW-- MANHOLE IPS MIN. u D �% y, '� SUPPORTED BY USE OF CASE Z FIDE SUPPORT DETAIL
1
__ lie S, "- I 3 4.BAGILFILL SHR1•,L BE BROUGHT UP UNIFORMLY ALOUD
3CC PSI • O i- •4,* "' _ _ j i' LOLL AR OF j\ " BOTH SIDES OF THE PROTECTED FIDE RNO SUPPORT
CONCRETE Y%iK ..xp i� �/ d• 3000 PST. 60 RS TO INDUCE NO UNBALANCED CORLE-
BASEf ' BEDDING DETAIL NOTES I\`\�� CONCRETE SECTION D-D S CROSSING ME TALK CONDUITS 3 INCHES(NOMINAL SIZE-
E PLAN TRENCH SHORING 4 TRENCH 'kill's
.1 AVE LARGER SHALL BE 13ACKTILI,EO TO 2 O BELOW THE
'� WALL SLOPING SHALL BE IN l V•; CROSSING CONDUIT WRx CLASS 2 AGGI[EGKTC BASE. MSTDR
NOTE CONFORMANCE WITH STATE OF ..11>'�' -iia IALS AND INSTAUATION SHALL 6C PER CALIFORNIA DEPARTMENT
SECTION A—A PRECAST MANHOLE SHALL CONFORM TO THE REO.UIREMENTS CALIFORNIA DEPARTMENT OF T' 3a11 Or TRANS STANDARD SPECIFRAI IONS,'SECTION KG TAN.
INDUSTRIAL SAFETY REQUIRE- _ "i� 1996 EBTION,THE TRENCH SIIAU. THEN DE BRCKFILLCD
- _--- OF A.S.TM. C97B AND BE DESIGNED FOR A A 5H70 H20MENTS AND THE REQUIRE- TO IZ INCHES OVER THE CONDUIT WITH CLEAN,MOISE NED
LOADING.
HENT$ OF THE PROJECT CASE 3 AN31W0 SD EOUIUALENT OVER 30 BROUGHT UP IN LAYERS
SPECIFICATIONS. NO SCALE OF NOr OVER B INCHES AND MECHANICALLY COMPACTED
TO A RELATIVE DENSITY OF AT LEAST 900 WITH SPECIAL
ATTENTION BEING GIVEN TO THE. PIPE BOTTOM AND HAOACI4
Q
I
AS-BUILT PIPE SUPPORT DETAILS AREAS OF ThE DACXFlLL,
STANDARD SEWER MANHOLE W/ECCENTRIC CONE BEDDING DETAILS DRAWING NO SCALE
NO SCALE NO SCALE
—111/7-1Diftr:
® 09/l93 TW AS #/Lf DWG, _ SUBMITTEDSCALEAPPIV _ ' "i ' "' /ice.y Doswell PRESEA 4 15 CHINO BASIN JURUPA 81 HEMLOCK AVENUE• SHIEST
Project Engin••, R.E.N. DM. OFFICE ENGINEER DATE 5
H0N� Drawn PARKER _4_76 MUNICIPAL WATER DISTRICT SEWER PLAN Of B SWEETS
REV. DATE 1r DESCRIPTION Checked K.PETERSEM 10-1Q 1555 Archibald Avenv Ppsl Offi“1.•697 o DWO.HO.
DemCucarrwnea,Californio 91730 T•I•phen•(714)917-1714 F O N T A N A CONN. N- F-I I
l'Alae-5