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<br />;. +. 2 Square Street '� —I I 3
<br />VWve Nut
<br />ryr.J/.j IF o 0�175iiw/) _I 1 9 93
<br />x ::,i•,:,� FinishPo/ Oon•/
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<br />Vat" 60%, From and lid, _ a n F a Ga -+e Sec defw.{
<br />Christy 0-6 Traffic Valve Box or equal. jr Sem sec on .4 -A
<br />F 8s
<br />5 ., • •, h� Lin<PINA, Voligyvimun Ir
<br />v,��. •'i..Va r:lucvd�.•rd ir`asai .0i ..
<br />•�"'� ..".': •�' • •.- in both d:•cliens.
<br />. i 9 -C ` �•
<br />2" C�
<br />Conarete d
<br />Asbestos :: : Block 2" Gale Nipple C E
<br />Pip 'f' 2" 4 Street Valve Nut
<br />Cetlteld •' .:.
<br />NIP
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<br />!: eGale. Shah Ell \ /t79 CL /Z' C, 4C
<br />2" Bruhn Gots Valve I'1 I h 11 Z ��
<br />: Ili If rr,,..l I 01 Pj
<br />.;; 2 Bronze Nipple
<br />tiI1Q' I•il.I Y9�a0 `8 S{a /+6S z
<br />Cast Iron Pipe - �..'
<br />.e,.�. Cast Iron Plug topped 2" �tuvj iIU 1
<br />�f{
<br />(` P!a•,n./CornCrend ....t / /'Z" Sfor FL 9O, 42
<br />Refer to THUST CLOCK DETAILS for Size.
<br />E�,,EVATIIy�N Ldlrl '� e
<br />PERMANENT BLOW OFF CHAIN LINK FENCE &GATE
<br />< SECTION STA. 1+65 GINA DRIVE
<br />a
<br />PLAN AND PROFILE OF oo ly o s i TE• LOT H
<br />s
<br />scale horz. I = 10
<br />ve r t. 1 "= 4'
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<br />Tole 9 ra Fe:
<br />� THRUST BLOCK DETAILS
<br />� - � 3"•= i/moi" Gars � Z" o,G
<br />:i
<br />-ter( 46` Max. 3/841 C, -05s ba./•s ® 6" OG
<br />G I an, Fab •ca�i o eleti. 98,5-
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<br />•• .::•yt :y .:. i.' is{
<br />•M .•E;k;iv::�' �: •�.�:,•.' :;.:%ji'r :. •'� •.• N�/%f/i 4 Juc{/vn ,Box
<br />�I 22 YZ _
<br />LI' Mie 9 �x
<br />t' TYPICAL SECTION THRU
<br />/ + Reducer
<br />CAST. IRON KENO TEE OUTLET DEAD END THRUST BLACK / � . I til/%r. 3/8•' s�au✓ess s><u/ ,L:��,:og
<br />t. S/ogre Ph,vinq Gab/a
<br />THRUST B CK DIMENSIONS I I
<br />FITTINGS AmanFITTINGS A B I I 60" cnlP M;n, o"o7g rLr.knr5s 4
<br />6" LINE 10 LINE . ,-. - _..... _ . _^ _ >, L _ _ I "x 24",; 6
<br />r v o / L/ - - - ,Z 3 "
<br />1 • ARMCv MODEL
<br />s 22 • I - i'-6 221 3-O 2-0 !2" Flnp Gale PCC end B/Ce/c wIool /7"/ dr o -Inez /� 390o .4e�e/ rc ;,,loo ies.r
<br />450 2- 2-0 45• 4- 3-0" rein�oreiny bars �/2" /2,r y
<br />90• 3 -
<br />TEE
<br />- -ll
<br />6 900 3 -6 4 - CIC. L3of1 woui5 .
<br />TEE OUTLET - 0 2 - TEE OUTLET 4 - 4 - C
<br />DEAD END - Z-00 DEAD END 4 - 0 4-0
<br />o
<br />8 LINE 12 LINE 70
<br />• q" a/ass"B" Pcc w/
<br />Power Po.r/ 0.s s•./o/o/.tea/
<br />221 ' 2-0" 2'-O" 221/' 3'-0" 3'-0" Pu.rr/o 117arsur/ncorer \t pump One/ev. 91.0
<br />46• 3'- 0 2 40• 4 -6 4-O 6 t6, /•4,G4 LvwF �l
<br />a Z,6,. FL 90,3/ S FL 90, 33 k
<br />TEE OUTLET 3 –6 3 – TEE OUTLET 5 –6 4 –0 Z
<br />4 Ora in D Oia.+•r
<br />DEAD END 3 -6 3 -0 AO ENO
<br />I
<br />6VD WALL I I /Y1inl6" x8" s.noo�A ,oe we/d«{fa
<br />... /Z"X24"x'36" I I Chip Gro..{ /2" D/'n in Pyr ea -c% Side
<br />P
<br />•''. !s bOTEg, I. All 1Mwt blocks shall be poured 56G T /ON 6-h?
<br />I
<br />r: against undishubed soil and shall
<br />-' be Class "B" Concrete. c(ass15 PCC w/ � Min. SNP Subrn,'ersib{e
<br />Thrust — See u
<br />i'` D" 2 Thrust block dimensions were s/ape Pav/n� 4 re,nfociny bas Pump see aPee;i�i'ctf.oH
<br />' ;sl /gone @ /2"e.C, b.i-hways Pump o/{ a%r� 88.o s
<br />calculated 10 allow o soil
<br />bearing valor of 1,000 pounds
<br />per square foot. /Z" 90 ` Cony rsd/w s /bow 5
<br />•` ,6., Zr_L:„ a/ev. 87,0 �
<br />Bare an pde M ` ;.a •., ' 4. "` p o _`°'° "• ° 's•C
<br />N Y ii� �opposik thrust ' S0 A �C/ Pcc Bu s� ,..i <l
<br />SECTION A- A ass a"' a
<br />Cast iron Wall skew -- — DE"vTAIL
<br />_ ConIl Sca{e None
<br />v x "• D�2" + T 'LIFTSTATION
<br />E M P. LI
<br />�t� REINFORCING DETAIL 12A sysde.n
<br />+
<br />Cr
<br />:.` 1473 -
<br />Hub Epee LO CKEFORD VILLAS
<br />�) ELEVATION
<br />o /yofe: C'merefe o/per for storm drain/ fo be - I
<br />z
<br />SHP coq-rein{orc�o� coneree e �Sr/N DETAILS
<br />a
<br />THRUST BLOCK DETAILS`
<br />i f Owe Line E/mac{rices/ Dia-gralr�, �:: - T _ _ _
<br />w r Ne Sea /G r .. _w. -.s , 'M.r .,.. .o :• v
<br />z __ ...._ .. SAN JOAQUI C0.._ ...,.,CAa. _... _ . jA. _...,
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<br />J 3-7-8_0 AS SHOWN
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<br />,r,.:" r /Zr} //�, �iy i..:. - -. .9•/`.;y & Sh ,•l, /. ��I ,.' �, it S� �^ ,.€`'+Ea _ _. Pia' -'C,W F __
<br />I 3t3 . ELM �` o l d .F �i /Zo—�•O -__.. "... a -_-; _
<br />I\.,, < ,, � e , � s s r. �\'. C.W. F.- -' -' __ . _ _ � r-
<br />:�:... K, rc, w, ! " DIRECTO OF PUBLIC WORKS .S>'
<br />t r: pr >.xl.i„a c n, r 0 4J.
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<br />SAN JOAQUI: , w M.N COUNTY
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