|
SEMIO-N A -A SECTION B-H SECTION l
<br />11 3/4" DIA.
<br />5/8" 1" --j �I" DUI. OPENING 3/4" -�I 1" DIA. OPENING 3/4" i 2 5/16"IF
<br />�
<br />-
<br />'ti 2 1/4"
<br />3 5/B-
<br />1/2-
<br />/ r
<br />' j
<br />3" I FILLET � � 3 3/4" 3� I �� k � 2
<br />. I .f if �(Till � : I 1A/4 � 1/2"
<br />I I� 10 5/8" DIA. �9 1/4- DIA. ' 10 5/8" DIA. %
<br />"-
<br />7/16* Ir-
<br />"�I - IL-1 �21 I I I " I I I I --- � 1 / 1 G"
<br />10 7 8 D I r I� I
<br />+- / IA. a , 9 1 /2 DIA. I I I 1 1 1 /8 DIA.
<br />I II I I I i
<br />11 5/8" DIA. ' 10 1/4"
<br />DIA I ' 11 1/2" DIA.
<br />" l „ I I II "
<br />8 DIA, + 10 1 2 DIA. I ,, 12 3/4- DIA. 1 1 /4„
<br />11 i
<br />+ / 1 1 / � /
<br />II I I I II 1 I L H
<br />3/4" � HYDRANT OUTLIETS SHALL FACE STREET
<br />12 3/4" DIA, I " I 11 1/2"
<br />DLO. jam -1}}-14 1/4" DIA. AT 45' ANGLES (UNLESS DIRECTED OTHERWISE FIRE HYDRANT, SEE MOTE j1 1
<br />8Y C.W.S. CO. OR FIRE PROTECTION AGENCY)
<br />" II I I J I
<br />I III � I 1 f8 � - 15 1/4 DLO. ■
<br />I I I r � 1/$ I I I I ,� ,t 1 1/4}
<br />j VALVE CASING AND COVER EMNSION, 2"± SEE NOTE #4
<br />Ii �IIr13/8* ! 3/16- I
<br />ASSY PER LATEST REVISION OF FINISHED SEE NOTE #3
<br />I DRAWING CW -14 AND CW -439 GRADE
<br />A ; ' � `�. , II A I I I \' . I I �+ I I , I j ' `I I A �-. 3 4 6" GATE VALVE, PO WITH - ' _ _ L HYDRANT BURY
<br />III ►I I I� I i 1� I / (RESTRAINED PO JOINTS I MECHANICAL JOINT x FLG
<br />5/8* fir" DUCTILE IRON PIPE
<br />! I / 18" MIN.
<br />f r w r r r r r ry ELL OR TEE, PO WITH 1 --
<br />`� O1 i j1 3/4' DIA. ONE RESTRAINED 6" RESIRAINEQ
<br />� g" / 1 2" 3 �" � JOINT Mi nDAPTER � ,* �,� cRou�ND. uo. T ��ul�u�D
<br />\ / / / CONCRETE THRUST
<br />11
<br />. , 1 BEARING AREA)
<br />BLOC{ POURED AGAINST . '
<br />UNDISTURBED GROUND '
<br />`r/may' r VARIES 1 1/2'. PER LATEST REVISION 1
<br />-� 2" do 2 1/2" / J OF DRAWING CW -435 I STANDARD
<br />ITE: - NOIN STOCKTON, INSTALLATION BEYOND 6" DUMLE IRON. PO r 3/4 INSTALLATION
<br />1/4" ,� "I(C.W.S. CO. DOES NOT OWN FIRE HYDRANT} EE SHALL BE PER THE AGENCY'S REQUIREMENTS (RESTRAIN ALL PO JOINTS)
<br />COVER "A" COVER "S�` FRAME DETAIL FOR COVER "B" 1/g'{ Imo-- NOTES: N.T.S.
<br />(FOR UNPAVED AREAS) (FOR PAVED AREAS) (IN PAVED AREAS) /4" 1. For district specific fire hydrant models and requirements, see District fire hydrant
<br />form, note 18 an main extension drawing, or verify with C.W.S. Go. representative.
<br />" 10 3/4" DLJ',. 6" GATE VALVE, PO x FLG 2. All fire hydrant materials shall comply with latest C.W.S. Co_ material specifications.
<br />x5/11 WITH RESTRAINED PO JOINT 3. A Hydrant extension may be required to adjust for Fnished grade.
<br />12 /x' Dt/ti TYPICAL CENTER SECTION OF FRAME RISER �E cAN E GASKET OR � 4. For wet barrel g ry' g
<br />2 SPACE WITH ( FOR PAVED AREAS) FLANGE GASKET _
<br />extensions flangedwh n an�exte extension rise required. shed rade to bu s Ilan a or
<br />1" RAISER LETTERING (TYP)8 1 8- DW. 1 5/8' SPACE WITH
<br />f�f � 3f 4" RAISED LE1TE+tlt�}G {']YP� � � � (SEE NOTE #i) �-. 5. Push -on, ftpnged fitting joints. and/or threaded --flanged risers may bi: required in
<br />Ir certain fire protection distriata. Verify with C.W.S. Co. representative all fire hydrant
<br />��:31
<br />C� A • ❑ p �� �� ��>< ; , material pr',ar to the installation. (fn Stockton verify with the fire protection agency
<br />I � 1/4„ � � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � that has jurisdiction.)
<br />❑ 0 ❑ (-�- E� o 1. Frame, cover and Colin extensions #a be ELL OR TEE 6. Fire hydrant barricades shall be required when a vertical or rolled curb does not exist.
<br />El 0 ❑ ❑ I -I ❑ 111:1110
<br />I:I 1j ❑ i�i y Protested from moving vehicles, per latest
<br />l_J L�J I �I IJ L J I�J ❑ 3/4 PO x FLG or when the fire hydrant needs to be
<br />1 3/4" SPADE Willi (n,P� of good quality domestic est IroT1. free revision of drawing CW --822.
<br />1 1 /8"' RAISED LETTEI�il ❑ WATER i ❑ Q from flaws and blow holes. and of ALTERNATE 7 All machine bolts and nuts sholl be 304 stainless steel, except for break -off bolts.
<br />❑ ❑ ❑ ❑ W ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ aufflcient strength to resist breakage by INSTALLATION
<br />❑j�1 �� street traffic. N.LS. 8. A 90' elbow with restrained push on joints may be required for the lire hydrant
<br />lt��JJ ❑ ❑ ❑ ❑ ❑ ❑ installation when space is limited and the hydrant lead must run parallel to the main
<br />2" SPACE WITH El ` T ❑ ❑ 7/8* T� ❑ ❑ ❑ 2. Castings to be true, and if necessaryto or the location of the fire hydrant requires the band.
<br />1' RAISED LETTEF�INGF]
<br />1/4* a ❑ ❑ ❑ DUET .3/$" be trimmed on emery wheel to prevent 9. Protect all underground 113l and nuts per C.W_S. Co. xLandard nanting - pHci#iratinn-
<br />❑ [:1 ❑ I❑--A.� 11 lf2" GIT. � � rocking of cover in M p�ition in the 10. A break --off check valve may be required in sloped terrain as specified by district
<br />El � �❑❑❑ ❑❑❑V
<br />frame. F • Personnel. Use Glow Madel LB400 or approved equal.
<br />b J 1 4" 3. See latest rev sfon of drawing CW -439 for p
<br />" nP valve cover, casing. and frame instailotion CW TYPICAL FIRE HYDRANT
<br />• `� ( ) details.
<br />7/8» (TYP) 8 1 f4- D. 380815 INSTALLATION
<br />4. Cover "A" does not have o matching cast
<br />TOP VIEW OF COVER "A" NOTE: TOP VIEW OF COVER l frame.
<br />LETTERING AND DETAILS SHALL BE OAISED
<br />1/8" ABOVE FACE OF COVER "A" AND „$..
<br />2 CALWATER FIRE HYDRANT INSTALLATION
<br />CW VALVE COVER AND FRAME FABRICATION DETAILS NOT TO SCALE
<br />ORB FOR PAVED AND UNPAVED AREAS
<br />COVER 'g" PER 2'
<br />MIN.
<br />OR PER GOVERNING AGENCY'S REQ.
<br />FRAME PER
<br />LATEST REVISION
<br />SLV IF SIL Ori S•TD SLV IF O.L.)
<br />(V-•6" SO. -- XERN 00111.1"
<br />LATEST REVISION
<br />OF DRAWING CW -14
<br />USE SM x OI FLIX COUPUNG (10' SLV
<br />(3' MW. - SALKAS)
<br />OF DRAWING I1 A
<br />CONSTRUCT 2" MIN. A.C. INFRAME
<br />PER
<br />- FINISHED GRADE
<br />FL EMLE PAVEMENT AREAS
<br />USE 'kMAIAr1EED' PVC CLOSURE COUPUNG
<br />DWG• CW -14 _
<br />I
<br />ii
<br />1 2
<br />J�
<br />1
<br />" .� - .'•-
<br />90' ELL
<br />8
<br />STREP
<br />,�. • .-•,VARIABLE
<br />3" MIN :da °-,°
<br />r
<br />' -
<br />Q.o: �=� PlICKNESS SE(:Tlt,l
<br />e;8' 141k FOR KERN COd1HT1' ��++y n b p ..
<br />1.5
<br />- W SAL94AS ONLY -
<br />*•`q Aso o�`
<br />& SALIVAS OR PER GOVERNING
<br />AGENCY S 14i11REMi NTS) ==rod_
<br />INSTAL. #4 Al OWGONALLY -
<br />2" FROM CASING & 3' ABM
<br />2
<br />2.3 1.5
<br />-
<br />TME BOTTOM OF P.C.C.
<br />1.5
<br />1
<br />SEE P l QQLL68
<br />2.3
<br />CONSTRUCT CLASS "B" P.G.C. Ir
<br />1.5
<br />REINFOBCEMENT DETAIL
<br />CONSTRUCT SUB BASE TO
<br />COLLAR. EXTEND COLLAR TO SAUNAS
<br />1
<br />1
<br />SUBGRADE OR EXTEND P.C.%-
<br />FINIISHED GRADE IN RIGID ONLY
<br />6
<br />FULL COMPACTION
<br />(CONTRACTOR'S OPTION)
<br />PAVEMENT AREAS
<br />1,5
<br />2
<br />BASE ROCK VARIES TO EQUi,L
<br />1
<br />PLUG
<br />STREET SECTION
<br />VALVE CASING TO BE 12" I.D.
<br />114 GA WELL CASING t3' LONG
<br />SEE .AI ORNATE INSTALLATION
<br />STANDARD PAVED AREA INSTALLATION
<br />N.T.S.
<br />NQTI:,:
<br />TO EXTEND AN EXISTING STANDARD PAVED INSTALLATION:
<br />REMOVE FRAME, ADD STANDARD CAST FRAME RISER PER LATEST
<br />REVISION OF DRAWING CW -14, OR TACK WELL) ADDMONAL STEEL
<br />LASING AS REQUIRED. REPLACE FRAME.
<br />_ FINISHED COVER "A" PER FRAME PER COVER "B" PER
<br />GRADE LATEST REVISION LATEST REVISION LATEST REVISION
<br />OF DRAWING CW -14 OF DRAWING CW -14 � � � OF DRAWING CW -14
<br />VALVE CASING TO BE
<br />12" LD, #14 GA. WELL CASING
<br />(±3 FT. LONG)
<br />STANDARD INSTALLATION
<br />(IN UNPAVED AREAS)
<br />TOO EXTEND AN EXISTING STANDARD UNPAVED INSTALLATION:
<br />REMOVE COVED. TACK WELD ADDITIONAL STEEL CASING AS
<br />REQUIRED, AND REPLACE COVER.
<br />1Q OF MAIN
<br />SPLIT SUP SLEEVE,
<br />12" GALVANIZED
<br />STEEL. 24 GAGE
<br />SEE Ca><i \ MIZED
<br />DETAIL
<br />EXISTING EXISTING
<br />FRAME COVER REVISED
<br />FINISHED
<br />GRADE��
<br />EXISTING DEVISED NNG GMKET Ilii CLOTH rrrsf_Rt
<br />FINISHED STREET AND STMUSS STEL #30+
<br />GRADE SECTION AGAONCRETE INST Ma vRem GPOUNID. eaLTs AND NUTS.
<br />IMPORTANT
<br />PLACE (4) GALVANIZED SELF -TAPPING
<br />SCREWS INSIDE CASING TO SECURE
<br />SLIP SLEEVE TO PVC PIPE.
<br />EXISTING
<br />12" PVC
<br />PIPE
<br />BRICK, TYPICAL
<br />EXISTING PAVED AREA PVC CASING
<br />AND SLIP SLEEVE EXTENSION
<br />N.T.S.
<br />}f4" MIN.
<br />ELONGATED
<br />EDGE I
<br />VALVE Cl CCI BE
<br />12" SDR .3t .I'S46) PVC
<br />(t3 FT, LONtis,
<br />ALTERNATE INSTALLATION
<br />(IN PAVED AREAS)
<br />N_OT:
<br />TO EXTEND PVC CASING IN PAVED AREA:
<br />SEE EXISTING PAVED AREA PVC CASING
<br />AND SUP SLEEVE EXTENSION DETAIL_.
<br />La
<br />;1
<br />VALVE
<br />11 'I_I CASING
<br />FULL COMPACTION I -
<br />AROUND VALVE -\ BRICK
<br />BONNET REQUIRED I -(SEE TOP Will
<br />LEVEL_ TWO BRICKS
<br />TO PROVIDE END
<br />BEARING FOR
<br />VALVE CASING
<br />VALVE CASING FOOTING
<br />TOP VIEW
<br />N.T.S.
<br />o�0 0
<br />Know what's below.
<br />Cal I before you dig.
<br />TOP VIEW SIDE VIEW
<br />40" ±y�" FOR 12" CAN
<br />I
<br />I
<br />20 GAGE GALVANIZED STEEL
<br />12" "
<br />I (MIN. 1)� OZ. per SO. FT. ZINC COATING)
<br />T
<br />t
<br />1)�" MIN. OVERLAP
<br />VALVE CASING FOOTING GALVANIZED SLIP SLEEVE
<br />SIDE VIEW N.T.S.
<br />N.T.S.
<br />CW VALVE CASING, COVER, AND FRAME
<br />-39Rs INSTALLATION DETAILS
<br />CALWATER VALVE BOX AND COVER
<br />NOT TO SCALE
<br />CA'
<br />R A F%
<br />P.C.C. COLLAR
<br />REINFORCEMENT
<br />(SAUNAS ONLY)
<br />N,T.S.
<br />AWG
<br />WIRE
<br />TIES
<br />}LATESTRZIl N KALL aF
<br />WINO CW -435
<br />A
<br />}
<br />VALVE CASMIG Ak COVER ASSY.
<br />PER LATEST ReASION OF DM.
<br />CW14 AND CW439.
<br />IIS 'FIELD LOK' PROPERTY UNE, II
<br />v,ASKET RZMT OF WAY
<br />Ili REpUIRE{3 -UNE, OR WATER
<br />ON All PO Ill EASEMENT
<br />JOtN15 uN£
<br />t•
<br />D.I. W. PIPE ONLY "�yf•r,r
<br />I l-
<br />GATE VALVE, PO W/ -
<br />_ HELD LOK GASKE75TEE, PO W/ FlaD
<br />III
<br />/ 0t4 BRANCH ONLY LOO( GASKET
<br />DUCTILE MON PIPE OR 114
<br />PNC C-900 PIPE A
<br />arm. BOTH S10ES)
<br />EXiST1NG PIPE
<br />DOTTi SIDES)
<br />TYPICAL IAATERIALS l INCH FIRE SERVE
<br />I - __X = TIE P4 T:L @I
<br />I - _ GATE WAILVE PO NAIS N4 R5
<br />1 - VALVE CASNO MO COM ASSFJM OLY
<br />FUT OF _- EMt•1oE IRON PIP€ (FOR FIRE SEii4'10E RUW
<br />T - 20' POLY~ ill s Ill w/PVC TAWf
<br />- ' 'FIELD l GASKET F/P0
<br />- FLET Or _' DUCTILE MON PDP£ OR PVC C-940 PIPE
<br />(FUN JEE OUR)
<br />1NQT&i
<br />1. A DOUBLE CHECK VALVE OR REDUCED PRESSURE
<br />PRINCIPLE aACKFWW PRCVF_NT10N ASSEMBLY IS REQUIRED.
<br />2, POLYETHYLENE ENCASEMENT WITH PVC TAPE 15 REO41MD
<br />FOR ALL DUCTIt.E WON PIPE: AND ALL FITTINGS.
<br />3. PROTECT ALL UMXRGROUND BOOS, NUTS. FLEX.
<br />COUPUNGS, AND DARE STEEL PER C,IM,S. CO. PROTECTION
<br />COATING SPECIFICATIONS.
<br />4. BLOCK AND POUR COWRETE THRUST SLID= ON ALL
<br />ELLS, TEES. AND CAPS, PER LATEST REVISION OF OWAWiNG
<br />crr-435.
<br />S. THE USE OF 'F1elD Ll GASKETS DOES NOT EUMINA'TE
<br />THE NEED FOR CONCRETE THRUST BLOCKS.
<br />VALVE CASING & 00il ASSY_
<br />'PW LATEST RECISION Or 011
<br />CW14 AND CW439,
<br />'PELD Ll OASISEr Will ON PO
<br />END OF' LATE VALVE & ALL, PO JOINTS
<br />PROPERTY UNE,
<br />RPCWT 4F WAY UNE. -7
<br />OR WATER (ANN
<br />EkWMENT LINE.
<br />�- GATE VALUE, f1C x PO
<br />I:
<br />II
<br />DUCTILE MON PIPE OR
<br />PVC C-900 PIPE
<br />(1YP. BTM SIDLES)
<br />EXISTING PIPE
<br />(TIP, BOTH SMS)
<br />NPICAL AIATERIAIS FOR - Ill FM SEWIll
<br />1-,'X_'1T:EPoxFIX CL. to
<br />WE VALVE FLU X PO ll No 11%
<br />I - VALVE CA300 AND 4=1FR ASSEMBLY
<br />T - FEET OF _' Mill IROII FM (FOR FIRE $ERIACE RAIN)
<br />1 - CAI. METAL M ARD j301
<br />1 - ROLL Orr OR NES WRAP
<br />- 20' POLYM'RAP TUB W 8 IDR illil TAS
<br />- . -FIRD LW Gl F/PO
<br />- flXr OF PVC c_gp,p PIPE OR Di la.f WON PIPC
<br />(FOR TIES RUN)
<br />FLANGE MATERIAL - CHECK ONE E1T]X
<br />j 1 - 4' RANTX WTE GASK1: r
<br />5/B' A it 3' #304 SS MAC lNt 13l W/ HN
<br />❑1 - 6' FlLilil TM Gill
<br />5 - 3/4' • x 3-•1,12' j304 SS MAL KNE BOLTS W/ HN
<br />T - ti' FtAA" TYPE GASKET
<br />e - 3/4' r it 3-T/2' #304 SS MACHINF SOUS W/ HN
<br />❑1 - 10' FLIJ� U tillGASKET
<br />12 - 7/13' e e 4' 1304 SS MACHINE EIll W/ FIN
<br />MATEFTML FOR CrEU
<br />(f]131E31 WSMLATION)
<br />RE -10 MM 01 70 QA- 061 Pill l
<br />OR ACNE(<10-Mil USE SOLID S1. tM E w
<br />alf�llY._FRCIIt 0J. Ta a0 S1FYi
<br />USE OD StM x a FLEX. COWN.Illc (10'
<br />TIE-INS FROM 01 TO Cl
<br />SLV IF SIL Ori S•TD SLV IF O.L.)
<br />USE SQ1J0 SI.I:iA 1N DUAL PURPOSE
<br />PIPE
<br />SIZE
<br />nE-r,vs FROM _0.1. TO, AM
<br />USE SM x OI FLIX COUPUNG (10' SLV
<br />(ASBESTOS CEMENT ROUGH BARRE7.}
<br />IF STL OR STI? my IF 51)
<br />u5E ACTtB x DI FLEX. COUPUNG (10'
<br />SLEM IF STEU OR STANDARD SLaW
<br />LIE` 1115 f%}lA PVC `c_ Q TO PVC l
<br />1F' mil IRON)_
<br />USE 'kMAIAr1EED' PVC CLOSURE COUPUNG
<br />84084
<br />STANDARD PRIVATE FIRE SERVICE
<br />CONNECTION
<br />CALWATER FIRE SERVICE CONNECTION
<br />NOT TO SCALE
<br />TRENCH WAL
<br />MIN
<br />;ONCR
<br />MN
<br />� 1�P�
<br />1$" MIN. -� �-
<br />TAR PAPER
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />AQM
<br />SEE PLANS FOR SIZE & Fax: 209-942-0214
<br />DETAI{, OF CQNCRIETE www.siegfriedeng.com
<br />BLOCK WtiEN REQUIRED
<br />FOR 1ZEDUCER.
<br />1 CIVIL
<br />rHRtlsr -
<br />N ■ STRUCTURAL
<br />REDUCER ■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />`l ■ PLANNING
<br />I ATHLETIC
<br />'= FACILITY DESIGN
<br />e
<br />REVISIONS
<br />900 E1'1' No. Date Description
<br />UK ULA19INQ ARK"MIL
<br />+tet/1` _�,L :\1wii
<br />r �i��i�i��i�•.
<br />WALL
<br />TRENCH (A 9)I Oil MIN.
<br />CW TYPICAL THRUST BLOCK
<br />43584 INSTALLATION
<br />CALWATER THRUST BLOCK
<br />NOT TO SCALE
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />DETAILS I
<br />Pro' Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />SHEET:
<br />OC7mO
<br />8 OF: 9
<br />THRUST
<br />BLOCK SCHEDULE
<br />PIPE
<br />SIZE
<br />FITTING
<br />S FTC
<br />1000 P.S.F.
<br />DIMENSION
<br />ulN.MIN.
<br />SEARING
<br />(SQ FE.)
<br />Y
<br />8
<br />TYPE OF SOIL
<br />SAND
<br />2000 PS F.
<br />DIM N
<br />BLARING
<br />(SO. FT.)
<br />ROCK
<br />3000 P.S.F.
<br />DDAENWIN
<br />MIN.
<br />BEARING A
<br />(SO CAFT.)
<br />PLUG, CAI'
<br />6
<br />3
<br />2
<br />3 2
<br />1.6
<br />1 2
<br />2
<br />1
<br />90' ELL
<br />8
<br />3.2
<br />2.5
<br />4-1 F.7
<br />1.5
<br />3
<br />2
<br />1.5
<br />6 "
<br />45' Ell.
<br />4.4
<br />2.2
<br />2
<br />2.3 1.5
<br />1.5
<br />1.5
<br />1.5
<br />1
<br />22 1/2' ELL
<br />2.3
<br />1.5
<br />1.5
<br />1 1
<br />1
<br />1
<br />1
<br />1
<br />TEE w 6 -OUTLET
<br />6
<br />3
<br />2
<br />3 2
<br />1,5
<br />2
<br />2
<br />1
<br />PLUG
<br />10
<br />4
<br />2-5
<br />6 2.5
<br />2
<br />3.3
<br />22
<br />1.5
<br />8 "
<br />9O' ELL
<br />14
<br />7.5
<br />4
<br />3
<br />3.5
<br />2.5
<br />7 2.8
<br />3.5 2
<br />2.5
<br />1.9
<br />S
<br />7-6
<br />1 2.5
<br />1.7
<br />2
<br />1.5
<br />22 1/24 E]l
<br />4
<br />2
<br />2
<br />2 2
<br />1
<br />1.5
<br />1.5
<br />1
<br />TEE !Z8 -OUTLET
<br />10
<br />4
<br />2.5
<br />5 2.5
<br />2
<br />3.3
<br />2.2
<br />1,5
<br />PLUG, CAP
<br />24
<br />6
<br />4
<br />12 4
<br />3
<br />7.5
<br />3
<br />25
<br />90' ELL
<br />3Z5
<br />6.5
<br />5
<br />16.1 4.15
<br />3.5
<br />10,8
<br />3.6
<br />3
<br />12"
<br />45" ELL
<br />17,5
<br />5
<br />3.5
<br />6.8 3.5
<br />2,5
<br />6
<br />3
<br />2
<br />22 1/2- ELL
<br />9
<br />3.8
<br />2.5
<br />4.6 2.3
<br />2
<br />3
<br />2
<br />1.5
<br />TEE ?Z1 2%WLET
<br />24
<br />6
<br />4
<br />12 4
<br />3
<br />7.5
<br />3
<br />2.5
<br />PLUG, CAP
<br />31.5
<br />6.3
<br />5
<br />15A 4.5
<br />3.5
<br />10.8
<br />3.5
<br />3
<br />90' ELL
<br />44.4
<br />7,4
<br />6
<br />22 5.5
<br />4
<br />14.7
<br />4.2
<br />3$
<br />14
<br />46' ELL
<br />24
<br />6
<br />4
<br />12 4
<br />3
<br />8.1
<br />.5
<br />27
<br />22 1 a ELL
<br />12
<br />4
<br />3
<br />6 3
<br />2
<br />4
<br />2
<br />2
<br />TEE W 14%Xff ET
<br />31.5
<br />6.3
<br />5
<br />151$ 4.5
<br />3.5
<br />10.5
<br />3.5
<br />3
<br />PLUG, CAP
<br />40,7
<br />7.4
<br />8.5
<br />20 5
<br />4
<br />13.5
<br />4.5
<br />3
<br />9O' U.L
<br />56
<br />8
<br />7
<br />2" 614
<br />4.5
<br />20
<br />5 1
<br />4
<br />16
<br />WELL
<br />31
<br />6.2
<br />5
<br />15.8 4.5
<br />3.5
<br />F 10.5
<br />3.5
<br />3
<br />22 1 ZY ELL
<br />15.9
<br />4.5
<br />3.5
<br />7.8 3
<br />2.6
<br />5.2
<br />2.6
<br />2
<br />TEE W 16 -OUTLET
<br />40.7
<br />7.4
<br />5.5
<br />24 5
<br />4
<br />134
<br />4.5
<br />3
<br />PLUG, CAP
<br />52
<br />B
<br />13 5
<br />26.4 P16
<br />4
<br />17.5
<br />90' ELL
<br />75
<br />10
<br />7.5
<br />37 7,4
<br />5
<br />24.8
<br />6.2
<br />4
<br />18
<br />ELL
<br />40.7
<br />7.4
<br />5.5
<br />20 5
<br />4
<br />14
<br />4
<br />3.5
<br />22 1 2 ELL
<br />20
<br />5
<br />4
<br />10.5 3,5
<br />3
<br />6.8
<br />3
<br />Z3
<br />TEE W/ 1a OUTLET
<br />52
<br />H
<br />6.5
<br />25.4 1 6.6 1.
<br />4
<br />17.5
<br />5
<br />3.5
<br />NOT(; .
<br />1. THRUST BLOCKS DESIGNED FOR A MAXIMUM OF 150 PSI WATER PRES$URE
<br />2. ALL CONCRETE SHALL CONTAIN 6 SACKS OF CEMENT PER CUBIC YARD.
<br />3, THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED SOIL
<br />4. KEEP ALL CONCRETE Ct.W OF THE JOINTS ON ALL FITTINGS,
<br />5. FORMS ARE REQUIRED ON ALL THRUST BLOCKS RANO TO BE SUPPLIED BY CONTRACTOR.
<br />ALL FITTINGS TO 9E WRAPPED WITH POLYEfi1ELENE PRIOR TO POURING THRUST BLOCKS.
<br />TRENCH WAL
<br />MIN
<br />;ONCR
<br />MN
<br />� 1�P�
<br />1$" MIN. -� �-
<br />TAR PAPER
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />AQM
<br />SEE PLANS FOR SIZE & Fax: 209-942-0214
<br />DETAI{, OF CQNCRIETE www.siegfriedeng.com
<br />BLOCK WtiEN REQUIRED
<br />FOR 1ZEDUCER.
<br />1 CIVIL
<br />rHRtlsr -
<br />N ■ STRUCTURAL
<br />REDUCER ■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />`l ■ PLANNING
<br />I ATHLETIC
<br />'= FACILITY DESIGN
<br />e
<br />REVISIONS
<br />900 E1'1' No. Date Description
<br />UK ULA19INQ ARK"MIL
<br />+tet/1` _�,L :\1wii
<br />r �i��i�i��i�•.
<br />WALL
<br />TRENCH (A 9)I Oil MIN.
<br />CW TYPICAL THRUST BLOCK
<br />43584 INSTALLATION
<br />CALWATER THRUST BLOCK
<br />NOT TO SCALE
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />DETAILS I
<br />Pro' Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />SHEET:
<br />OC7mO
<br />8 OF: 9
<br />
|