|
PARKDALE DRIVE, JUNIPER 8t OAK KNOLL AVENUES
<br />LOCKEWOOD LANE, OAK KNOLL AVENUE, COQUILLt DRIVE 8t CT.
<br />1S 15
<br />l6' IGS
<br />o.i6�'asphal+tc cone, of-Veo-
<br />��• 3 full com?zctton
<br />Oro
<br />0.33 � aouo�cc gat¢. ba5c of {er f utl com Qactton
<br />de•tad below
<br />stde.wetk, SQe
<br />dQtat t ba.low
<br />TYPICAL STREET SECTION
<br />scale 1 I11= 6
<br />'1- o
<br />4 -o" sida.walk. t•L 24�� �- �
<br />y
<br />q n K T Rl=T'�10.NS �
<br />%room Ftnmirt
<br />� slope � : 1 - Hoeisovi{al tint
<br />3"Sarid cushion a en
<br />f'�►` 'E'u(1 COj^'tpac+ton
<br />SIDEWALK DETAIL
<br />scale: 3/411= I
<br />I- use '5/8"
<br />Otam. x4,,'LOowel Rods spaexd
<br />tti'' O.C. greased znd well wrapped . Expansion
<br />Jotnis 3Qace8 'Loo' O -r— Max. rind ek e,.(%-.
<br />and F- C . of all curves.
<br />t- 5 id¢ walks sha 11 be, scoc¢ d -Fcarisvecse i� a zee c 4'.
<br />5='w" 'to be. %Azvn to back o; std2watk
<br />over Sewer laj-a.rzt F,-- wa-�¢r s¢ry tee .
<br />4- Gutt'¢,t- -Flow kma. will be wake- t'¢-s-�a,d ,
<br />Ptnker+on Into, A -loot Manhole.
<br />�- �--rarnQ, and cover •assembtui
<br />op of Pave.Me- V1T �
<br />�a
<br />.
<br />t
<br />.
<br />to
<br />°
<br />`
<br />X
<br />Mueller H 4116' z. min,
<br />pcec,asf retnfocc,¢,d
<br />ro �;
<br />6„ ,� y
<br />1
<br />conc. grade r 1 ngs
<br />�
<br />x
<br />- t3/�'gala, ►pe - strcw�\e s¢.rv,
<br />1.4� I -.O •
<br />d
<br />pme--dst cetrt ported
<br />+ `
<br />s
<br />U
<br />Com- come,
<br />t
<br />�
<br />�— a
<br />90'
<br />N
<br />N
<br />O
<br />ip
<br />:0
<br />to
<br />Glrw-k -zit
<br />'
<br />• D. � •
<br />� 1
<br />wti-h moriza -
<br />IP
<br />ZL9
<br />Mla*ve compectton
<br />5"
<br />R
<br />y
<br />ro I I t.
<br />Lowest ;tow line.
<br />I; ti,3' fro Precast'
<br />t�tr> focee.d cone. .
<br />wlanhol¢ s¢e�tons (steel ;o
<br />4" ? t-�¢.Z = V "Lt sq. tn. Per Itn. ��•�
<br />eortct-¢�e• base.
<br />STORM WATER MANHOLE
<br />scale: 3/411= 1
<br />APPROVED �/v'IV 4'0 Ig 70
<br />S. U _ DIRECTOR OF PLkIC WORKS
<br />LOCKEFORD SAN ITAgY DIS' ICT
<br />�RINT[DON DItrO NO. I 000 CLtARrR1NT 8•66
<br />I- CIO 'Is lt
<br />t- 90o Stc¢.e,�
<br />t✓lt
<br />1r�a{e.r Mztvi
<br />t1- Cueb SAves
<br />Mvaller H lvms
<br />L- 90 'y4 ait
<br />Ptw4e, siot?%T- Alhambra A't_o21-rrafpf c.,
<br />OT- Cap t-ty%% Qr COUQ - ov
<br />�r
<br />stde.watlk-, curb C Gra s{ wiarl�at" Class a � y. Stz F �o oJrad¢
<br />s4c+zelt suc-faee, `'r ouut-ter Cane n Place stub bit.tl
<br />}o s vr•;acz
<br />I8„ No.4- Nooe ,• of QoureA MO.
<br />Opt 1 ba�.a
<br />MCI
<br />"•T'6pic&t Stub
<br />for double secv .
<br />Ser¢ a'g'
<br />90% Co m
<br />.
<br />.
<br />Curb 5}0
<br />gack.�t11 N
<br />°
<br />ft11,Td z
<br />• o- o C
<br />Mueller H 4116' z. min,
<br />0 0
<br />0 0 0o OC60 o�
<br />1
<br />qo Elt Fl
<br />F1
<br />�
<br />x
<br />- t3/�'gala, ►pe - strcw�\e s¢.rv,
<br />�I
<br />- t
<br />w,
<br />_
<br />+ `
<br />I" gats• Peq- - cloubta, Secy-
<br />Uridts�urbed --�.
<br />s•tee.l clzw►es r.O.C.
<br />MI ta�ecs �o a
<br />MIA.
<br />`ier,Pgc.."on
<br />�— a
<br />90'
<br />M ue l le r 1 F10 L
<br />x1a it 0-
<br />"p t w
<br />l6 ruin.
<br />- Single S-l;'cap Secvtee
<br />La•4�t'al
<br />Sa.we r✓
<br />'
<br />• D. � •
<br />� 1
<br />Iseddmou
<br />I _ VZc•takol¢, ('ste. Shee.-k- Ii Ma-Fe•r•tat
<br />r
<br />WATER SERVICE
<br />nts
<br />uarabts✓ STANDARD FLUSHING BRANCH
<br />t8„ nts
<br />M��•eie'a. i
<br />l ic3Y+ xiq"'gats. `les G-Mq n b¢.t-g No •`I 4-
<br />O2ltfor,n►� TC. -SM
<br />DOUBLE SERVICE Vatve box, cover- Im9mve�d Fite, Nydcainv
<br />DETAIL (mach s y1 C -L-t
<br />4 Ftlt with Fe -Ar rolas+tc.
<br />ptsahalt (era* M.P.
<br />LeIL. s o P
<br />16 p' A
<br />WEAKENED PLANE JOINT
<br />nts
<br />I- Cons+ru--A wezkened Plane '-lo►nis at
<br />'Lo' o.e-. Caulk .totnt-s with Pettolasktc.
<br />asphalt tev mzi-ttncg Qotnt. caulktn2�
<br />shatt be, done wtthtn to dazes af{et'
<br />eoncceiv'. is po u red
<br />-L- Conc-MAQ, shalt be, c,uce,d w►Vin Eluvi{s
<br />procxLss ata cat¢. of l oJallon pa c'
<br />'Loo square, feet .
<br />SECTION A -A
<br />tc S*c
<br />anhol,
<br />eta►Is
<br />-ro ut
<br />sidewalk.
<br />Valve
<br />Breakoff Soint
<br />(Christy G -a Tra�Ftc box �'�
<br />Mz t n kine,
<br />Fr2xi•Q%h s torn or, ¢,qu•al)
<br />6`1 concc��¢ co llar
<br />support ska.ve, whin R.wd-
<br />r , bloc"V.
<br />Thrust• blocl�
<br />'r, . •,•',, : t b¢zrtn-b area
<br />Tifco N o • 4-o Adap+er-
<br />6" flzne,QA %Z+e vZlve. we.i- 6accel F. t4 .
<br />Tht-vs{ block T►peo No. It Tee, Sucy G'cQ,¢,vtbeco�*3
<br />l•5n l•S� mt,n. or ¢.clval
<br />baactng ata
<br />FIRE HYDRANT .8t VALVE
<br />nts
<br />NOTE.
<br />Wz-}er- Cult• -F•lncvst blocks of
<br />sufftei¢,vt-1 t -k -m shalt be installed
<br />at changes th dtMC-Ston (Tees 4,- Valve 90x Cover
<br />Elbows) avid 'ail lora+(ons Shown (rrrarked wATER:�
<br />on -Fhe, plans •
<br />V.aWe box
<br />;oncret¢.
<br />SECTION B- B
<br />ke
<br />STORM WATER MANHOLE FOR PIPE
<br />2 711 OR LARGER
<br />scale: I" = 31
<br />n_"x 4-" cwd. ii►rus- - -i1 CYZ W. c tser s- ca p
<br />w- beat-1rto� btks.
<br />'L' sl'd• Saiz valve•
<br />Ti f co r4,_ o
<br />Ck
<br />Thcus� block
<br />r
<br />!I0 t 1•s'x 1•s' Mtn•
<br />v beartno� at a.
<br />P,
<br />W ai•er 'LGaly . 'L" Gatu. s�rtc¢-t ell
<br />M2ty, ltori Qtp¢
<br />BLOWOFF
<br />nts
<br />A
<br />o �
<br />t
<br />tt
<br />A
<br />0
<br />a
<br />. v
<br />t o
<br />0eCM
<br />• �• '• $oss to hold K
<br />s ate, in place s 6tou� Mame
<br />m
<br />- •a i fio i;�one.ta..•Fe pipe
<br />10" ESCP �
<br />I( x
<br />A A
<br />_ Zt"dta. t e
<br />SF-Mot4 A -AA -A
<br />CATCH BASIN
<br />APPROVED / lg�� revisions
<br />no. description date I by
<br />I chanO'A •!•o ovrb iv+tei {uJPe eatcbbas►n -t Mairjlo CC W
<br />Q I1 clean(bats as vesvit-It:d bvu Locket fiord
<br />sant -tar b O kSA"Et 16 4M10 War?
<br />SAN JOAQ N WATER WORKS DISTRICT NO. I
<br />90 o
<br />0'
<br />,
<br />tom,,
<br />.
<br />C.ac�•fullvj
<br />.
<br />Placed 6seto-
<br />SHOWING INTERSECTING SEWERSo°o °
<br />ft11,Td z
<br />• o- o C
<br />Plug 0
<br />0 0
<br />0 0 0o OC60 o�
<br />610
<br />nts
<br />Y
<br />4 min
<br />tT,npor•4ed
<br />beddin%
<br />Mai�•e eta 1
<br />See. Street
<br />BEDDING DETAIL
<br />Sand. Compaa� �n
<br />,
<br />nts
<br />X
<br />PLAN VIEW OF MANHOLE
<br />Ptpe••to be. placid as
<br />SHOWING INTERSECTING SEWERSo°o °
<br />a 0 o o CO 0 9
<br />• o- o C
<br />Plug 0
<br />0 0
<br />0 0 0o OC60 o�
<br />s- to be, stcumd
<br />nts
<br />The ? 3 }obe
<br />SanSi•' u1'vatent "
<br />°�.•
<br />itd A•s. or
<br />ke
<br />See. Street
<br />vai.,e o� is e� rno�c.
<br />Sand. Compaa� �n
<br />secilovis %r-10
<br />s•tee.l clzw►es r.O.C.
<br />MI ta�ecs �o a
<br />MIA.
<br />`ier,Pgc.."on
<br />-- etue� de�ai 1
<br />of 90%
<br />"p t w
<br />l6 ruin.
<br />Compae� in tti
<br />Mortar
<br />lav,ecs 402a vnin.
<br />IP
<br />ZL9
<br />Mla*ve compectton
<br />max•
<br />of tis%.
<br />9't min .
<br />L9
<br />Ir
<br />°'
<br />Compaq in 6"
<br />=� lac -acs a Yrtin,
<br />-For Cie zvk%
<br />zk - com
<br />baddtvwJ vvtz-W-r aI min.
<br />Sea )oeddtv%% 4ata1
<br />DUAL HOUSE SERVICE
<br />nts
<br />For %note service, omit wuue branch
<br />-TGJ> of Pav2men+
<br />nd 611
<br />pc�¢,casf reinjrorced —
<br />conc • o�rade rings
<br />Pmczs-� mtn•poc c•¢,d
<br />ConC , c o ne,
<br />C3 -my+ a tt jotC *s
<br />W t•tln moria r•
<br />?"b pacitovi o gs%
<br />ID 4
<br />lop¢,
<br />DO+ --
<br />Sea �Qdding IJ2t8t� Mbov2
<br />TRENCH & COMPACTION DETAIL
<br />nts
<br />TESTS OF UNDERGROUND WORK
<br />Ptnker+on WO -A-10-1 Manhole
<br />Pram¢, and Cove -r-
<br />S"
<br />� N
<br />4-O I.Q L
<br />t,'L',3' �*• 4Pcuas� N
<br />9
<br />cQ►nforce•d cone. • man-
<br />hole, --'ZC •ton5 (Sizet Toe, -::'LV.c.P. to be brok-eri
<br />2t�rz = o. -Lt s tn.p¢t-ltn.f{� ou•F - 3 min. leno5j-v-\ •
<br />Jotnis of at1 v.c•P• +o be
<br />loca•�¢•d w t �h to G " o•t`
<br />-L' Mir%. ouA-'Ade face of M•K -
<br />•
<br />O 9 Jsr' e r L
<br />Y
<br />r �
<br />use C ta5s 8 Conct`et e
<br />SANITARY SEWER MANHOLE
<br />The. - otlow m% tests shall be made, zj- the, con -
<br />+rac.-kor 's expense, under -fhe, supe-ritslon of
<br />-F•he, F-nounz e,r,
<br />1. Santtat t� sewers $hall bz +q--.ieci -Cor Ctx�Y&frafton
<br />zi z Cate of 3SO Gal./kn./Kt./Data wtttn a
<br />mir,tvv►um hez,d o-� s ftt.e.-k-, Sac. Spees.�oc Atr Tes4 .
<br />'1-• Wz{er- line=s shall b¢. +e.s}ed -otic- (CZLZ%2
<br />zf a ca�e, of 5o Gat./tc,./ Mij Dai •ata rnln-
<br />I�nnum pc�ss�ce. of iso Psi.
<br />3• W ake c- tines s h -a l l be, S- -eri l tz-a-cd as per
<br />AW w A S-�-a nd z rod C X01- S 4-.
<br />Cul- thio end.
<br />of Tea a S shown
<br />1-o'iriaz.
<br />'L"max'-}•I
<br />X
<br />>n
<br />Ptpe••to be. placid as
<br />close Zs
<br />L
<br />pposttbte. -ko mm -wall
<br />s- to be, stcumd
<br />iro -Nne. wall with C•;
<br />or S+atvtle.ss
<br />v.e.p.
<br />Cou PttnoJ
<br />a
<br />s•tee.l clzw►es r.O.C.
<br />rnax, av,d
<br />C
<br />10
<br />+Oe -&tick bo-ttovv%-
<br />-41
<br />Mortar
<br />o'
<br />IP
<br />ZL9
<br />to
<br />J
<br />L9
<br />S¢e Santiacc�
<br />sQ.we•r Mav►h o le,
<br />°'
<br />t=it a r►obedded m
<br />S"
<br />� N
<br />4-O I.Q L
<br />t,'L',3' �*• 4Pcuas� N
<br />9
<br />cQ►nforce•d cone. • man-
<br />hole, --'ZC •ton5 (Sizet Toe, -::'LV.c.P. to be brok-eri
<br />2t�rz = o. -Lt s tn.p¢t-ltn.f{� ou•F - 3 min. leno5j-v-\ •
<br />Jotnis of at1 v.c•P• +o be
<br />loca•�¢•d w t �h to G " o•t`
<br />-L' Mir%. ouA-'Ade face of M•K -
<br />•
<br />O 9 Jsr' e r L
<br />Y
<br />r �
<br />use C ta5s 8 Conct`et e
<br />SANITARY SEWER MANHOLE
<br />The. - otlow m% tests shall be made, zj- the, con -
<br />+rac.-kor 's expense, under -fhe, supe-ritslon of
<br />-F•he, F-nounz e,r,
<br />1. Santtat t� sewers $hall bz +q--.ieci -Cor Ctx�Y&frafton
<br />zi z Cate of 3SO Gal./kn./Kt./Data wtttn a
<br />mir,tvv►um hez,d o-� s ftt.e.-k-, Sac. Spees.�oc Atr Tes4 .
<br />'1-• Wz{er- line=s shall b¢. +e.s}ed -otic- (CZLZ%2
<br />zf a ca�e, of 5o Gat./tc,./ Mij Dai •ata rnln-
<br />I�nnum pc�ss�ce. of iso Psi.
<br />3• W ake c- tines s h -a l l be, S- -eri l tz-a-cd as per
<br />AW w A S-�-a nd z rod C X01- S 4-.
<br />Cul- thio end.
<br />of Tea a S shown
<br />1-o'iriaz.
<br />'L"max'-}•I
<br />scale: None scale: 3/4" = I'
<br />USz frame tr gra}e• aszernloty A-4'LOA
<br />tv►fgd. buy Pinker�oln F•oundru-
<br />WONG ENGINEERS job no. 1249 BEAR CREEK TERRACE UNIT I
<br />CIVIL ENGINED ONSULTANTS date I APRIL 70
<br />f. b. no.
<br />243 E. CHAh1N`' E -,ST 8,T0CKT0N, CALIF.
<br />drawn w G t=
<br />R.C.E. No. 14269 design DETAIL SHEET
<br />check C.C.W.
<br />-12
<br />DROP MANHOLE
<br />DETAIL
<br />scale: I"=
<br />21
<br />LOCKEFOR.D
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF EIGHT
<br />FILE
<br />ill
<br />Ptpe••to be. placid as
<br />close Zs
<br />pposttbte. -ko mm -wall
<br />s- to be, stcumd
<br />iro -Nne. wall with C•;
<br />or S+atvtle.ss
<br />v.e.p.
<br />Cou PttnoJ
<br />a
<br />s•tee.l clzw►es r.O.C.
<br />rnax, av,d
<br />+Oe -&tick bo-ttovv%-
<br />Mortar
<br />o'
<br />J
<br />S¢e Santiacc�
<br />sQ.we•r Mav►h o le,
<br />°'
<br />t=it a r►obedded m
<br />-For Cie zvk%
<br />-
<br />conc. 4t ory too
<br />sewer flow
<br />I
<br />'
<br />a, r _ • ti
<br />scale: None scale: 3/4" = I'
<br />USz frame tr gra}e• aszernloty A-4'LOA
<br />tv►fgd. buy Pinker�oln F•oundru-
<br />WONG ENGINEERS job no. 1249 BEAR CREEK TERRACE UNIT I
<br />CIVIL ENGINED ONSULTANTS date I APRIL 70
<br />f. b. no.
<br />243 E. CHAh1N`' E -,ST 8,T0CKT0N, CALIF.
<br />drawn w G t=
<br />R.C.E. No. 14269 design DETAIL SHEET
<br />check C.C.W.
<br />-12
<br />DROP MANHOLE
<br />DETAIL
<br />scale: I"=
<br />21
<br />LOCKEFOR.D
<br />CALIFORNIA
<br />SHEET
<br />5
<br />OF EIGHT
<br />FILE
<br />
|