HomeMy WebLinkAbout2047-13PIPE H.P.I. H W
SIZE (DEGREES) (FEET)' (FEET)
FROM
HOLD FACT CONCRETE STATION IF SPECIFIED"D. (TYPICAL) 1Ni, END
" 456 MAXIMUM WATERMAIN 6' 5 - 12 1.0 1.0
•L• (TYPICAL) 13 - 38 1.5 1.5
`' 39 - 63 2.0 2.0
O ° WATERMAIN •--1 64 - 90 2.0 2.5
` END OF PIPE - _ . 8' S 12 1.0 1.S
I
30 MAXIMUM 30 MAXIMUM 3o
END KPI. ANGLE - 13 - 38 2.0 2.0
• '• • s• i -
''• L 1 : 39 63 2.0 3.0
10° MINIMUM ,; �
10° MINIMUM � .
2 (! j / - - 64 - 90 2.0 4.0 ,
I b.�
"°" o HORIZONTAL BEND l low s - 12 l.0 2.0
: I �.• .�\ „��� 13 38 2.0 3.0
s WATERMAIN 39 = 63 3.0 3.1
• H.P.I. ANGLE 64 90 3.0 4.2
WELDED STEEL PIP£,CEMENT 57ATtON, IF SPECIFIED H ` ��-� -�
- 1�" s - 12 2.5 2.0
PLAN �.� 13 - 38 3.0 3.0
WRAPPED
MORTAR LINED AND OUTSIDE ASBESTOS CEMENT HEAVY DUTY - - - 39 - 63 3.0 4.5
WRAPPED OR CEMENT MORTAR ' TAPPED COUPLING. �\
COATED AS SPECIFIED, I TEE HOLD BACK �� '�i �� _
PLAN CONCRETE 45' ti1tNIMUM '':. ;�•. 64 - 90 3.0 6.0
ROM FITTING NDS (TYPICAL) ;Q'; •� :s' 14" 5 - 12 2.0 2.0
1 1 ,�• „a
_ (TYPICAL) 13 - 38 3.0 4.0
39 - 63 3.5 5.0
"D- 64 - 90 4.0 $.0
' tL - 2.5
- - - WATERMAIN ... .
PLAN 13 - 38 4.0 4.5
FOR COlVNECTIOhlTOWECI3ED STEL WATER MAIN 51:E NOTES 4AND 5 8E1.OIN
WATERMAIN is : • :� � 39 - 63 4
!i ^::': ; _ - �.•.- ;,.•.. tx 20' (� 24' 5 - 12 3.0 3.0
r r ! CEL WATCRMAIN ASSESi OS CEMENT WATERMAIN PIPE D PIPE tl.P.I. L - - WELDED _ "•'� ;, 13 38 5.0 S.2
SIZE (Feet) SIZE (Degrees) (Feet) I ! II �'•'•:
:�.�•� z 'O;.•= i i 64 - 90 5.0 11.6
0 6 • : ; :,•;�: 27' rr 30" 5 - 12 3.5 3.5
r:Ur3ER \�� ,
\`P 13 - 30 5.5 5.5
ITE.�S PEQUIRED ' DESCRIPTION B' BO 8' -- 8 0
4 lo` 100 39 - 90 60 SECTION SECTION i •��� 31 - 44 5.5 8.0
1 1 STAtiDAP.D STEEL COUPLIrG WELDED TO STEEL WATER+'f,IN OR AB=BYOB 12` ' 140 10' 5 - 38 40 0: 45 - 63 6.0 10.0
I
CEMENT HEAVY DUTY TAPPED COUPLING WITH BP•ASS BUSHING.. 14 ` t; 16" 180 39 - 9 80 �� � �� F� THRUST BLOC . , e � � � � • 64 - 90 6.0 13.8
18` 200 12` S - 38 SO WATERMAIN ELBOW,•,'o..• e • • 33" It; 36" 5 - 12 4.0 4.0
( 2 1 CORPORATION STOP, 1" I.P.T. INLET AND FLARED COPPER OUTLET, 20• 240 39 90 90 BLOCK DIMENSIONS � y 13 - 30 6.5 6.5
JONES J-1505, MUELLER H-15025 OR APPROVED EQUAL. 2" I.P.T. 24 - 280 14 ` 5 - 38 60 PIPE 'SIZE • H w D a : a'. 31 - 44 6.5 9.0
1 _ (INCHES) (FEET) (FEET) (FEET)
INLET AND FLARED COPPER OR COMPRESSION OUTLET, FLARED -JONES 30' 340 39 - 90 100 ESS 2.0 2 0 L0 >< 45 - 63 6.5 12.3
I '
J-1929, COMPRESSION -MUELLER H-15028 .OR APPROVED EQUALS. 36` 420 16" L 18` 5 - 12 40 8 2.5 2.5 1,0 64 - 90 6.5 16.7
13 38 80 10 10 3.0 1.0
_ •° '.. `;�'.�• • N
12 as 4.0 1.3 ,a::
3 VARIES TYPE "K" SOFT COPPER TUSIhG OR APPROVED EQUAL. 39 90 140 4 i
AS 20" i 24" 5 - 12 40 16 4,2 510 1.5
REQUIRED 13 - 38 100 2Q .7 5.5 20 SECTION
1 39 - 90 200
27" L 30" 5 - 12 50 24 53 7
13 - 30 100 27 3.5 9.0 20 -
30 S 13 10.0 2-0
31 - 44 140 33 60 11.3 2.0
_ 45 - 90 240 36 6.3 12.3 2-0 NOTES
33" b 36' S - 12 60 FOR TEE, USE BRANCH SIZE 1) BLACK CONCRETE SHALL BE CLASS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE
NOTES 13 - 30 120 _
31 - 44 160 NOTES SPECIFICATIONS. BLACK DIMENSIONS SHOWN ARE MINItKum.
45 - 0 260 1) BLOCK CONCRETE SHALL BE CraLSS C (2,000 P.S.I., 4.5 SACK) IN ACCORDANCE WITH BASIC CONCRETE 2) BLOCKS SHALL BE FDR`tED WITH TRIMMED EARTH, SAND BAGS OR LUMBER TO ACHIEVE REQUIRED
{ CONFIGURATION.
1) .''iTAr1DARD STLY,L COUPLING ANM ASBESTOS Cw-%iz!7T TAPPED COUPLING SRA.L.L BE IRON PIPE :ttRF-AD. 64 - 90 300 SPECIFICATIONS. BLOCK D114ENSIONS SHOWN ARE MINIMUM. 3) BLOCKS SHALL BEAR AGAINST UNDISTURBED EAR11t OR REPLACED EARTH HAVING 951 RELATIVE COMPACTION,
2) 2* SEItVICZ OUTLE S PE:RMITTLD ONLY ON 8 • AND L.AJr:ER WATrjVAAINS. 2) BLOCKS SHALL BE FORMED WITH TRIMMED EARTH, SAND $.ACS'S OR LUMBER TO ACHIEVE REQUIRED
CONFIGURATION. MINIMUM.
4) BACKFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 951 RELATIVE COMPACTION, MINIMUM.
NOTES - ) BLACKS SHALL BEAR AGAINST UNDISTURBED EARTH OR REPLACED EARTH HAVING 951 RELATIVE C04PACTION, S} COMPACTED EARTH SHALL EXTEND '1+0 DEPTH AND WIDTH (W) OF BLOCK AND TO DISTANCE W/2 $EFORE AND PAST
I 3) PIPE TnREADS SHALL BE CLEAN AND SHARP A,'� SaALyD WITH AN APPROVED JOINT COHPOUPID. FULLY MINIMUM.
1) WELDED STEEL PIPE WITH DIAMETERS 16" AND LESS SHALL HAVE Then WELDED J61NTS WITHIN LIMITS SHO11N 4} DAClCFILL AROUND AND OVER BLOCKS SHALL BE COMPACTED TO 951 REL)ITIVE COFiPACTION, MINZMU)Tt. BLOCK.
' 4) QROVIDE NYLON t3U5NING ANOI-1/�"T�+RE/�UED STEEL CoUPLIIJGTO coACMMoDNTE NYLON ABove.
5) CaIPACTED EARTH SHALL EXTEND TO DEPTH AND WIDTH (W) OF BLOCK AND TO DISTANCE W/2 BEFORE AND PAST 6) UNDER CERTAIN CIRCUFtSTANCES,. FULLY WELDED JOINTS MAY B6 USED IN LIEU OF
{ �, BLOCX. THRUST BLOCKS FOR WELDED STEEL PIPE A3 SHOWN ON STANDARD DRAWING WI39. SAID APPLICATION S([ALL
1 B u Sy IN(a r'oR I S ER.V ICE SANat A IRVA `VES, 2) WELDED STEEL PIPE WITH DIF,ISETERs 18" AND GREATER SHALL HAVE FULLY WELDED JOINTS 1IITHIN LIMITS
$E APPROVED BY GlTY.
SHOWN ABOVE. _ 6) UNDER CERTAIN CIRCUMSTANCYS, FULLY WELDED JOINTS MAY 13E USED IN LIEU OT
i 5) pRdVlaE N�t:OIV BLI SHINC7 AND �_ l21'1IOADED 6rEEl COUPE IMG TO 4cCOMMODATR A/ YlOtJ THRUST BLOCKS FOR WELDED STEEL PIPE AS SHOWN ON STANDARD DRA1tIHG W139. SAID APPLICATION SHALL
Q u SN l NG AOR 2 5 149 1// Ckf d AIP A 10. t/� Z V.6'S• bL APPROVED BY G t'f Y.
�� WELDED STEEL PIPE _ T1 -TRUST BLOCK DETAIL. THRUST BLOCK DETAIL
� a 2 SERVICE CONNE-7CTi0I11 WELDED JOINT ,
( NEW MAIN) THRUST PROTECTS ON END AND TEE HORIZONTAL. BEND
STANDARD DRAWING W124 STANDARD DRAWING W139 STANDARD DRAWING WIP6 STANDARD DRAWING W107 b
REVISION BY DATE REVISION BY DATE REVISION BY DATE
• ." HYDRANT OPERATING AREA - » - DIAMETER AS REQUIRED TO FIT
(TO BE KEPT FREE OF ALL r' PIPE ZONE BACKFILL, I MAXIMUM TRENCH BACKFILL, 8" MAXIMUM TIGHTLY OVER PIPE do 1�
OBSTRUCTIONS INCLUDING W SIZE IN LAYERS NOT EXCEEDING "� Z
SIZE IN ACCORDANCE WITH BASIC z
7 7.TREES AND PLANTS) r. 2' ;; :• = 'ire
2" STANDARD BLACK PIPE THREADED PIPELINE SPECIFICATIONS. 3' IN ,DEPTH IN ACCORDANCE
' COMPACTED TO 90% RELATIVE WITH BASIC PIPELINE SPECIFI- + 1/2" DIAMETgR, STEEL HANDLES
CATIONS COMPACTED TO 90% 5EE DETAIL A
COUPLING. WELD TO TOP OF WATERMAIN 2' STANDARD BRASS SQUARE HEAD PLUG COMPACTION MINIMUM. x (TYPICAL OF 2 )
•�• ' ; ' m _ , O' 1 - w RELATIVE COMPACTION MINIMUM.
• a CONCRETE PAD AND COVER WITH PIPE COATING. - u
12 GAGE STEEL CAP
CONCRETE PAD
45° �' _ (4" THICK) ,4 a _
(4' THICK)
450 w. w
,. u•�:, 1, GROUND SURFACE
.r, o LL 45 0 l'l DOUBLE STRAP (I.PT) BRONZE SERVICE �- �. (IMPROVED OR UNIMPROVED) t ,
o • ' vt; �' CLAMP
'ROCKWELL' No. 323 RAP :.:, �,:: AROUND EQUALLY PIPE.
HOLES
io (0 PROVED - --- __ _. ._ P ;I �� a r'
EQUAL) OR HEAVY-DUTY ASBESTOS `jt+ I"DIAMETER FOR COR
��
•. `?4 Y
CEMENT TAPPED COUPLING. _ 2" AIR VALVE. 7 Ir
,fa_•
�� LOCATOR WIRE ,- AIR VALDIAMETER FOR„;I+t x'ih
ORGREATER-
(ASBESTOS
GEMENT PIPE ONLY) a orc
GREATER THAN 5 w ^,
ASBESTOS CEMENT 12 GAGE STEEL BRACES
! 2 I S 2 OR WELDED STEEL 4 REQUIRED EQUALLY--,
OR LESS - - - - - , / H . �� _
_ _ f WATERMAJN • / SPACED AROUND PIPE } - o :I s;) SF`s y = �. • 6"x f NOTCHES EQUALLY
( F
r ti s ?i a•'3 .. �.
� I ! N ? " •Y���� � x4.I� SPACED AROUND PIPE
/ , - , rD ear k�i+iF ' ``fi fI4;
( DESIGN F10WUN� w �, ? x's x' •' t#�} qtr -=a
\ O
.. t ` SIDEWALK OR UNIMPROVED SURFACE ,
g
I -SIDEWALK " f {,
v - SLIDPE 1/4 PER FOOT' a»: ' PROVIDE UNIFORM -BEARING w .�; s:r.
-SLOPE i/4" PER FOOT " FOR STEEL PIPE ON BOTTOM ' w,� �vMs s ETER AS
/ I / dOifOM' OF AtR Y L
• � / � J � � �• -- 12 GAGE STEEL BAND DIAt.I
,J, ,. '� , REOUIREO TO FIT TIGHTLY AROUND
f OF TRENCH ` / 1 �'` m <IF'; �I TECHITE PIPE.
5 .;.. �� ., •.. 1:•. ,�• a i•'.• Y v,w a
a ..�. , , . �•'• . :•:...: _ WELDED STEEL WATERMAIN - - SE L D
W z 1•: •' ASBESTOS CEMENT WATERMAIN , / 06 a 2' x Z% 1/4 STEEL PLATE-
' ' �f:: f • / BOTTOM OF TRENCH nB.. m • L�6" :- nAn "`.
&W
1F�. 6 J ; !' �;; • i ( TOP OF MOUND
a ASBESTOS CEMENT_ OR --' •' :• -
SHIP LOOul SE ( wELDcO STEEL WATERMAIN. PROVIDE MOUNDS OF SELECT
EXCAVATED MATERIAL FOR\\ p' t/2 I •I" °'' .'o
t.WELDED STEEL WATER AIN - ASBESTOS CEMENT PIPE, SEE SECTION"B-o" - -
4 5 4 ( 1 M ASBESTOS CEMENT WATERMAIN UNLESS PERMITTED OTHERWISE TRENCH BOTTOM WIDTH DIRECT BURIAL CABLE _ -SEE SECTION"A•A"
(IF SPECIFIED) 'm ,
,.-
41 I s' PIPE DIAMETER TRENCH BOTTOM WIDTH •'v �' :•i tV• •U• v' ;o. •o:
CLASS C (2000 PSA, (INCHES) MINIMUM FEET MAXIMUM FEET)
4.5 SACK) CONCRETE VARIABLE 0
THRUST BLOCK, 2 CU8£ -
12 OR LESS 2.0 2.5
HYDRANT BEHIND SIDEWALK HYDRANT BEHIND CURB 14 THRU is 2.5 3.5
/ 11
• - 20 THRU 27 - 3:0 4,0 I 3G" SQUARE FOR I" OR 2" AIR VALVE
30 THRU 36 4.0 5.0 46" SQUARE FOR 4" AIR VALVE
IF SIDEWALK IS 5'OR LESS IN WIDTH, HYDRANT SHALL' IF SIDEWALK IS GREATER THAN 5' IN WIDTH, HYDRANT $HALL NOTES _ " " " "
BE PLACED BEHIND SAID SIDEWALK AS SHOWN ABOVE. BE PLACED 2' BEHIND FACE OF CURB. NOTES B A
• HYDRANT WITHOUT CURB 1) TOP OUTLET SHALL BE USED BY CONTRACTOR FOR TESTING AND DISINFECTION OR AS OTHERWISE 1) PIPELINE COVER SHALL BE 30• MINIMUM FOR PIPELINES 10' IN DIAMETER OR LESS, PIPELINE COVER SHAL• BE
• IF NO CURB EXISTS, HYDRANT SHALL BE INSTALLED SPECIFIED BY CITY . CONTRACTOR SHALL PROVIDE CURB STOP OR CORPORATION STC)P FOR TESTING 36- MINIMUM FOR PIPELINES 12- IN DIAMETER OR GREATER.
2' FROM PROPERTY LINE. AND DISINFECTION AND HE SHALT REPLACE SAID STOP WITH AN APPROVED PLUG AFTER SUCCESSFULLY
TESTING AND DISINFECTING PIPELINE. -) TRENCH SIDES SHALL BE SLOPED OR SHORED IN ACCORDANCE WITH OSHA CONSTRUCTION SAFETY ORDERS FOR TRENCH
DEPTHS 5' AND GREATER.
�""� D R1 IO„ 2) COATING FOR WRAPPED STEEL WATERMAIN SHALL BE 'PROTECTO WRAP" f 200A PLASTIC TAPE (40 MIL 3) ALL EXISTINC PAVEMENT SitAtL BE SAW CUL' PRIOR TO T1tENCIIINC, AND W1HIME TRENCH SIDES SLUFF AND PAVEMENT
ITPx REQnIRr� !
MINIMUM THICKNESS) WITH #1170 PRIMER LAPPED 60 PERCENT, OR APPROVED UAL. BREAKS AWAY, IT SHALL BE SAWULV CUT PRIOR TO PERMANENT rAvtxtxrT 7tcrA1R. ALL PAVRHt?IT SHALL BE Rf1t0VED
1 1 6' DIAMLTPR CLANGED SIDE CLrrLEx CW WZ=EL MEL WATEWAIM OR 6• rWICM CAST IAOM Tit OW ASpttt08 � IRON TAENClI UNLESS IT IS PULVERIZED.
CI4n" WATERMAIN. ;q ;
2 1 6• DIAHETeR CLANGED GATS VE n 3) COATING FOR CEMENT MORTAR COATED STEEL WATERMAIN SHALL BE CEMENT MORTAR. �) PIPFLOR VIRE FOR ED ".O05 CEMENT PIPE SHALL BE 14 CAGE COPPER VIRE, IT_-SlULL BE [ONTINLi0U5 AtANC TIE n n u 1t �� �� �t
3 1 VALVE BOX INSTALLATION PEA STANDARD DRIWIHC XIII.
PIPELINE AND LOOPED AP.t)UND TIE PIPE AT EACIt JOINT, DETAIL A DETAIL 8 SECTION "A -A:' SECTION B -B
4 3 6• AWWA CLASS -D PLAACE.
5 VARIrs 6• DIAMETER 10 GALL C1702T MORTAR LIMED AND Ci7MFHT MORTAR COATED WXMrD STEEL PIPE AND PITTING. 4} COATING NOT REQUIRED FOR ASBESTOS CPMENT WATERMAIN. S) VIIERE BOTTOM OF EXCAVATION IS IN ROCK Wltidt CANNOT BE EXCAVATED TO PROVIDE UNIFORM DEARINC FOR THE
6 1 6' DIAMETER STAMOMM WL CHT CEMrxT MORTAR LIMED AND CEKEWT NO WITH—- PIPE, TRENCH SHALL BE OVEIIEXCAVATED t• MINIMUM AND REFILLED WITH SELECT rXCAVATED MATERIAL OR IMPORTED I/2 DIAMETER HOLE
SNOM 90' x1mof. BACKFILL MATYltIAL COMPACTED TO 90% MINIMUM RELATIVE COt(PACTIOH.
7 1 6. 6 DOLT FLANGE (DRILLED TO MATCH 6 BOLT NTDRANT !LANG[)• MANGE SRALL 8E SKIPPED LOME.
-WITH , rv- LW v Ix'-n]TT-'} Lr-' 6) VHENEVER bo To" OF TRENCH 1S INSUFFICIEtKLY STABLE TO PROVIDE A SUITABLE FOUNDATION MR TIE PIPE, 1 4 - 3-I/4" ` p' p••
OUTLET, JONL4 J-3700 OR APPROM1IrJ) DQVAL. TiFlICl1 SIIALI. BE OV EREJCCAVATED•AS SPECIFIED AND REFILLED WITH SELECT EXCAVATED MATERIAL OR IMPORTED M Q iV _
BACY.FILL MATFJIIAL COMPACTED TO 90% MINIMUM REIATIVE COMPACTION.' G"•�
71WJ�PEitlliii*JOt)U7AYZ36
T1iT-liL6�iC"TER-6!J[RDIb-DT0�3IiIIC-ILIO I 3/`� - ' • : °1�co
7) L91FJtLyER EXISTING CURES ARE BEING USED FOR GRADE CONTROL, PIPELINES SHALL BE. [AID ON PROJECTED) I/2' r----�--, •-N
NOTES: CONTINUWS SLOPES THROUCH LOCALIZED HILLS, IIUMrS AND MOUNDS AS AT STtEET INTERSECTIONS AND Cl1ANNEL 3/�►•,- ( J
BERMS. PIPELINE_ GRADES SHALL BE SELECTED TO MAINTAIN MINIMUM COVER WITH CONTINUOUS PIPELINE SLOPE. •er• •••
1) rIRS HYORNNT ICCATIONS DOTED HEREON ARP. ==RAL. SPC^iric LOCATIONS SHALL CONFOPM :'O R-QUIRL-..Fh-tS Of ArF-'CY RAVING FIRE 'PIPELINE TRENCtt DEPTiS SMALL BE INCREASED YO ACCOliCLI511 SAME AND PIPELINE COYER SfIALI. BE IMCRUSED rII I •• d' 12
ACCORDINGLY.. !/2"- Z W-4►„
PROTL'CTIOtI RLSPOt:SIBILITY.
NOTES
A) WHENEVER EXISTING UTILITY FACILITIES, EXCEPT SEVERS, ARE ENCOUNTERED, PIPELINES SHALL CARR 'l %Y 6• 1) COVER, BRACKETS ,NSD LIFT HANDLES SI111LL DE PAIttTED IN, ACCORDANCE WITH 711E D/151C PAINTIIIG
2) A 6• DIAMCrER Crx -YP MORTAR LIMM UST IRON FIRE IIYDRAItt DUPY MAY BE SUBSTITUTED FOR 6' STMIDAAD W:tCH7 PIPC. InLrT rLANce MINIMUM, BOTH HORIZONTALLY AND VERTICALLY, CONSISTENT WITH ABOVE PIPELINE REQUIREMENTS, PIPELINES
SHAD BE DRILLM TO MATCH AWA CLASS D FLANGE. OuT1•L•P ttAtsae SHALL M DRILLM RD MATCH 6 DOLT IFdDRAJO PLUGE. A 6' DIAMETER SMALL CLEAR SEWERS IM ACCORDANCE WITH STANDARD, DRAWING W102. SPECIFIED CLEARANCES OIL SEPARATIONS SPEC I F t CAT I ONS. THE FINAL TWO COATS SHALL DE DESERT TAN (KOPPERS NUMBER 111).
CFxENT MORTAR LINED CAST IRON !AN -GROOVED SPOOL (MINIY.UM LSCTH SIIALL BE 24'1 SHALL BE US'r.D AS RIVUIRED. SMALL NOT DE REDUCED UHLESS ORDERED OR PERMITTED BY OWNER, PIPELINES SItALL NOT BE IN CONTACT WITH OR
3) ej&xrrs SHALL BE 1/16• •GRANITE', MARCARCO, OR APPROVED EQUAL. BOLTS SHALL BE STANDARD HEX NrAn MACHINE PER ASTM A-307 CRADL
•8• R= wns, COLD -PRESS SITU-MtSH STEEL PER ASTM A-194, GRADE ''2H•. THArJ►DS SHALL BE LUBRICATED WITH GRAP1i1TE AND OIL. REST AGAINST DTIER UTILITY FACILITIES, 2 j BRACKETS SHALL BE COtISTRUCTEO OF 1./ll" STEEL.
Arm INSTALLATION, ALL BELOHGROUM EXPOSED STEEL SHALL BE rl= Cl WITH AN APPROVED PI7111MASTIC.
4) ALL ABOVrCP UND EXPOSED METAL SURFACES SHALL Bt PAINTED IM ACCORDANCE WITH TME BJISIC PAIRmn spocrrICAno"s . Tut rINAL TWO
COATS SMALL 8t SUNSET YCLLdti (RUST -OLEIN NUMBER 7745).
►� PIPELINE TRENCH AIR VALVE COVER
„ I & 2 TOP OUTLET -
6 RESIDENTIAL FIRE
I_
HYDRANT INSTALLATION ` STANDARD DRAWING W123 STANDARD DRAWING W101 STANDARD DRAWING W121 '
REVISION BY DATE REVISION BY DATE REVISION BY DATE
• STANDARD DRAWING W112 RLC -ORD DRA)K IKI G
- REVISION BY DATE _
• REVISIONS Engineer Ctty BENCHMARK � - ' CITY OF FON T ANA >► CALIFORNIA
Not Dl scr t pt l on t Approval Date, Approval Date' JP. ASSOCIATES, INC.
--�-°" PLAN EPARED UNDER THE DIRECTION OF t
AOO I res O M 5;W(OARO DRAWING W424 MAR. 01 ... G .IZ _-- PUBLIC WORKS DEPARTMENT
Drawn byt Scaler
- CIVIL ENGINEERS. LAND PLANNERS WATER
�� j - NTS
J.P. K P tt 22 15 DATE LAND SURVEYORS Det�tgned byt DETA � Da tet
REGISTRATY&.C.E.
EXPIRES §-30-93 2002 IOWA AVE. SUITE i 10
Y 4_ TRACT N 0.14276 _ 8/ 15/90
RIVERSIDE. CALIFORNIA 92507
Chocked b t
i wg o
(714) 276-$760 y Ap p roved t- ��� 2047.f 4 CITY ENGINEER R.C.E. 251 fo