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GONSTRUGTION NOTES
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WATER GENERAL NOTES
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4 O 1. ALL WATER LINT5 SMALL ee GOi 5TRUGTLD IN ACCORDANCE WI THE `
f'� INSTALL � � �"�'� t°�P�' ��� P� 55`0 L.F. CUCAMON&A COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND � �G`� PROJECT
y Lu
u F i RE 5ERVi GE AS PLR GGU+O ` -
STD. DWG t . THE LATEST EDITION OF THE STANDARD 5PEG1F1GATlQNS FOR PUBLIC `Q
M IHe cert Imo• r,,, (4) INSTALL SEWER CLEANOUT PER C M i Fog Awh
ex. i� i� WO CONSTRUCTION. opt"
_ INSTALL BACKWATER VALVE PER G.G.H.D. 410.0 L.F. J THE CONTRACTOR 15 RESPONSIBLE FOR SECURING FROM THE GUCAMON&A �- FONTANA
N 00'i1'30" E ,M �% - � STD. Dt�. No. 2'3 � 2i �
T IAN COUNTY WATER DISTR{GT COPIES OF THE LATEST STANDARDS
a O 1 SPECIFICATIONS PRIOR TO START OF CONSTRUCTION.
EX. 2" SERVICE + + - WATER -
+ 12" WATERLINE PER O INSTALL 2" COPPER WATER MAIN LINE. 410.0 EA. 3. ANY CONTRACTOR PERFORMING WORK ON THiS PROJECT SHALL FA"LIAMM VICoIN17*1000 �AF
THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPON518L.E
' _ ' -- ' ' -' ' - ' -"' ' -" '
INSTALL 2" R.P. BAGKFl..OW 1'REVENTER IA EA. FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR NOT TO SCALL '
_ PER G<ID STD..DP46. No. 2A. INDIREGTL.Y, FROM THEIR OPERATIONS, METHER OR NOT SAID
R x o - ilEr 6 �,�M j '�i•i �„� N -_ vvw
FAGI LI TI E3 ARE SHOWN ON THESE PLANS.OEN
ERAL N0O4 3 INSTALL 2 COPPER WATERMETER SERViCE 1.0 EA. T
vetF1 SS ADovuW PER CGH O STD. 0W6. No. 2 (I RRI:S ATION) 4. ALL b" WATER LINES SHALL BE 12 GAUGE STEEL: ALL S" T Ib" ri"y; r re o.ni k14
z
WATER L I NES SHALL BE 10 GA GE STEEL, OtMENT MORTAR L I NLD AND
A
ALL SEWER LINES SHALL 8E CONSTRUCTED I N ACCORDANCE W/THE,�GUGAMON6A COUNTY
A5 OWNER CONTROL VALVE
EXNSTiNcS SERVICE REPLACE ANGLE
I.O EA.
DAPPED IN ACGORV,' V E� HITH ANSI A/ WWA SPECIFICATION 0205-41 ANI?
WATER 015TRIGT'S 5TANDARD SPECIFICATIONS- AND THE LATEST EDITION OF THE
STD* AND INSTALL 2 METER {lRRI6ATION)
G203_bq. ' . ; - _`
c
rn
!STANDARD SPECIFICATIONS FOR PUBLIC WORKS GONSTRUGTION.
rpo 4 GK VALVE • DA4K 940E OF
-, _
:A
NOTES:
165.09'
IRRiQ►ATidi iJ
4p
i
I
i 1
i
(� 1
xweR ��o�c in i i i i i
/'+ DOUBLE DG &ATE VALVE TO 5ERVE_
WATER L I NES SHALL BE 10 GA GE STEEL, OtMENT MORTAR L I NLD AND
I .
ALL SEWER LINES SHALL 8E CONSTRUCTED I N ACCORDANCE W/THE,�GUGAMON6A COUNTY
A5 OWNER CONTROL VALVE
EXNSTiNcS SERVICE REPLACE ANGLE
I.O EA.
DAPPED IN ACGORV,' V E� HITH ANSI A/ WWA SPECIFICATION 0205-41 ANI?
WATER 015TRIGT'S 5TANDARD SPECIFICATIONS- AND THE LATEST EDITION OF THE
STD* AND INSTALL 2 METER {lRRI6ATION)
G203_bq. ' . ; - _`
c
!STANDARD SPECIFICATIONS FOR PUBLIC WORKS GONSTRUGTION.
rpo 4 GK VALVE • DA4K 940E OF
-, _
DG ®
iNSTALL 2" R.P. SAGKPII-OW PREVMTM
1.0 EA.
S. "i"i••IE KNtMUM AND MAXi"w" 5TATIC HATEIR PRt!'.551JRE "TMN THIS
.
THE CONTRACTOR 15 RESPONSIBLE FOR SECURING FROM THE CA4AMON6A COUNTY
WATMR LINE AS SHOM ON PIPING
PER C 4mo STD, E?Aa. NO. 2A.
PROP 16 40 PoS.I. AND qS P.S.I., RE:0PEGTIVELY.
HATER DISTRICT COPIES OF THE LATEST STANDARDS SPECIFICATIONS PRIOR TO
PLAN BY OTHER'.!'
START OF CONSTRUCTION.
INSTALL 2" COPPER WATER METER SERVICE
PER GGWD STD. DW�3. NO. 2 (DOMESTIC).
1.0 EA.
6. ALL WATER L I N� SHALL @E INSTALLED HI TH 5O' M i Ni MUM GOWER
�.
ANYGONTRAGTOR PERFORMiNd NiORK ON THIS PROJECT SHALL FAMILIARIZE
THEMSELVES WITH THE 51TE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY
O
TRENCH REPAIR PER STAWARD PLAN
1.0 EA.
1• ALL WATER METERS SHALL BE 2" (DOMESTIC) AND 2" (LANDSCAPE).
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM
CA TY OF FONTAi A
THE i R OPERATIONS, WHETHER OR NOT SAID FAG 1 L I TI M ARE SAH OHN ON THESE
a. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD
PLANS.
IN rAL.L. & FIRE SERVICE PER GGAIb
1.o E00%.
SPECIFICATIONS OF THE CITY OF RANCHO GUGAMO &A DIRE PROTECTiON
�3Tt�, bw�G So (g" dETAIt. A)
DISTRICT.
4•
�,L, SEWER LINES SHALL 13E '.. CLAY PIPE (V.G.P,). UNLESS OTHERI^t!5E
SPEC I F I ED --
ON THE PLANS, AND. SHAL IL` 66�RNt TO THE SPEC I F i CATI ONS OF THE
y `JJ
IMbTAL.L ie HOT TAr rEK 00AW. 4,M OW&. IIS►
1.0 I!A.
q, THE OFEVELOPLR SHALL HAVE THEIR ENOINEER VERIFY THE ELEVATION& QF
CUCAMON6A COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN
LINES SHALL COI�ORM SECTION TECHNICAL PROVISIONS, OF THE '
TO 1).-14,
_
ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY
STANDARDS AND SPECIFICATIONS OfiPt IE CUCAMON&A COUNTY WATER DISTRI::T.
�e
LEOENCo)
GONSTRUGTION SHALL BE REPORTED TO THE GUCAMON SA COUNTY HATER
! FOR RLVI EW AND APPROVAL PR
9
ALL SEWER LATERA 5 ALL V P UNLESS THERWI SE SPECIFIED ON TH �
I I I �30
D STRICT IDR TO CONTINUANCE OP L 5H BE .G. O ._
GONSTRUGTION. PLANS AND SHALL CONFORM TO THE SPEC I F I GATI ON5 OF THE GUGAMON6A L l �07
(XXXX) EXiSTiNS ELEVATION WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4" IN DIAMETER, WHILE If
XXXX PROPOSED ELEVATION 10. THE CONTRACTOR SHALL HAVE A GLASS C34 LI GEN6E. LATERAL SI Z I N5 FOR OTHER FACILITIES (COMMERCIAL, INDUSTRIAL, APARTMENTS,
ETC.) SHALL BE A5 NOTED ON THE PLANS. ALL LATERAL CONNECTIONS TO THE MAIN
GAL. CALCULATED F--- LINE SHALL BE THROL45H A NYE CONNECTION, UNLESS OTHERWISE 5PEG I F I ED ON THE PLANS.
tt. THE CONTKAOTOR MALL Be RMU11RZD TO ODTAIN THE NiEGL"S'.SA1RY r0"T0
1� INSTALL ME WOMAW FM CAW -0. M VW6.9 1.0 fA FROM THE APPROPRIATE LOCAL AGENGIE5 PRIOR TO ANY GONSTftICTIOM •. THE CONTRACTOR SHALL BE REMIRED TO OBTAIN THE NECESSARY PERMITS FROM THE
com pr -MAK. WITHIN ANY STREET, R4&4T-OF-WAY, OR EAWIVNT. APPROPRIATE LOCAL AGENCIES PR0R TO ANY CONSTRUCTION WITHIN ANY STREET,
1R16HT-DF-WAY, QIR EASEMENT.
r12 + ALL WATER � SERVICES ICOR THE USE OF LANDSCAPE IRRIGATION OR
\1' PU15L.ICo DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL. HAVE 1. THE DEVELOPER SHALL HAVE THEIR ENC71NEER VERIFY THE ELEVATIONS OF ALL
---
INSTALLED AN APPROVED REDUCED PRESSURE PRI NG I PAL BACKFLOW EXISTi
Ns MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY
ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. CONSTRUCTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY
9 - GHANSES OF MANHOLE DEPTH OR DESIGNED SLOPE OF THE SEHER LINE PRIOR TO OR
�3. THE WATER CONTRACTOR SHALL BE RESPONSiSL.E FOR iN STALLiN& DURING CONSTRUCTION SHALL BE REPORTED TO THE GUGAMON&A COUNTY WATER
DISTRICT, FURNiSHEO METER BOXES. DISTRICT FOR REVIEW AND APPROVAL PRIOR TO GONTINUANGE OF CONSTRUCTION.
1' �14. PRESSURE REOUL.ATINO VALVES ARE REQUIRED FOR EACH SERVICZ INET 1'e MINIMUM SEPARATION fSETHEEN WATER LINES AND SANITARY SEWER LINES SHALL
THE WATER 5Y5TEM PRESSURE EXCEEDS 60 P.5.1. (5EE NOTE 05). CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH GORE, TITLE 2241
- SECTION 64650-G.
19. THE M I N i MUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER
LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL 44+ THE CONTRACTOR SHALL HAVE A CLASS 054 LICENSE.
-- --- -- HEALTH CODE, TITLE 22, SECTION 64630-G.
10. THE CONTRACTOR SHALL ISE i 5LE FOR Pi 4NA V I N6 AND INSTALLING MANHOLE
Q G' 16. SAND 5EVOINO AND SAND 5AGKFILL iN THE PiPE ZONE 15 !REQUIRED - 014ANNr_L SWARDS IN ALL SWER SYSTEMS AS DIRECTED BY THE DiSTRIGT ENGINEER.
UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE
I P 15TR I CT ENG I NEER.
17 II. SAND BEDDING AND SAND I'3AGKFILL IN THE PIPE ZONE IS REOUIRED UNLESS NATIVE
- ' - MATERIALS ARE GON5IDERED SUITABLE AS .HUGH BY THE DISTRICT ENGINEER.
11. TRENCH RF.5TORATi0N AND PAVM4EtrlT REPAIR SHALL DE iN AGGOPVANC.!
- WITH THE STAIdr?AR03 AND SPECIFICATIONS Or THE APPROPRIATE LOCAL "
p•� � � AGENCY. 12. TRENCH RESTORATION AND PAVEMENT R,PPAiR SHALL -BE iN AGGORDANGI� 1►vITH THE
VeT jAIL A STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY.
r+� Ia. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO dRAC* 13. ,� DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY--THEELEVATIONS OF THE
AFTER FINAL PAV I N6 I S COMPLETED. 15.
IN ANY PAVED SECTIONS TO ALLON ANY NECESSARY ADJUSTMENTS TO THE
I4. PRIOR TO THE ACTIVATION OF ANY NEWLY C0N5TRllGTC0 HATER LINE OR MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PAVEMENT.
ANY CONNECTIONS TO EXI5TiN6 SYSTEMS, HYDR05TATICo TE5TIN6 AND
DISINFECTION SHALL SE PERFORMED IN ACCORDANCE WITH- THE SECT1,0ft 14. BAGKHATER VALVES ARE REQUIRED ON ALL SEWER LATERALS PER SECTION 5.6-
+� )TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS Oi�T OF SEVER ORDINANCE 52-6 OF THE GUGAMONOA. COUNTY WATER DISTRICT.
r, We INSTALLATION OF BACKWATER VALVES SHALL CONFORM TO SEOTIG►`! 16-01. OF THIS
GUGAMONtyA COUNTY WATER DISTRICT.
5TANDARD SPECIFICATIONS OF THE GUGAMON YA COUNTY WATER DISTRICT.
��• 20. THiE GONTiRAGTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERvROUNO -
SERVICE ALERT (1-b00-22"1-2600) AT LEAST TWO WORKINtS DAYS (4d 19.�SMtEASE INTERCEPTORS AMIE REQUIRED FOR THE MAINTENANCE OF LIQUID
WASTE CONTA I NI N& GREASE, SAND, SOLIDS, AG I D OR ALKALINE SURF TANCES, Oft
HOURS) PRIOR T9 START OF GON5TR�JGTI ON. OTHER I NISRED I E NTS HH I GH MAY BE HARMFUL TO THE PU!;L.I G 5EHER SYSTEM. 51 Z I Nd
' 'w'� 3/b'ilaal.,llar """ A.E. 1 TI THIS OF 6REA5E INTERCEPTORS SHALL CONF� TO SECTION 3 OF WASTEWATER ORDINANCE
M o , FOR WATER SYSTEM INSPECTION ON S PIROJECT, THE CONTRACTOR
AR -4000 '/' '"A�`.,"°T ""x A.C. 26-D OF THE GUGAMON&A COUNTY. WATER D15TRIGT. J, STALLATION GAF GREASE
.i 2 _ � * �- �r�� � � _/ SHALL CONTACT THE GUGAMON6A COUNTY WATER DISTRICT AT qOq) -
'" r 7 T DAYS PR!QR TO THE REG�.JlRED INSPECTION � / INTERCEPTORS SHALL CONFORM TO SECTION 16 -02, -TECHNICAL PROVISIONS, OF THE
WO �N6 EG STANDARD SPECIFICATIONS OF THE GUGAMON&A COMITY WATER_ DISTRICT.
T! EXIC sTIN4 A•c• s" :Ir '' 22. THE GONTRAGTOR SHALL RETURN A LEGIBLE AND GLEAN SET OF "AS "
iN'�Ts--�----- - SOIL, COMPACTED NATIVE `- I`. 7Fe CONTRACTOR SHALL RETURN A 1-1561BL.E AND GLEAN SETT OF -A3 WILT
i� MAX. _BUILT" DRAhII Nvs TO THE GUGAMON6A COUNTY WATER DISTRICT GT PRIOR TO DRAW! N65 TO THE GUGAMONcSA COUNTY WATER D l STRI GT PRIOR TO FINAL ACCEPTANCE
FINAL ACCEPTANCE OF ANY SYSTEM.
'e-65 WYE 4501/6SENp I t" MAX. SIZE NATIVE NY
OF A5Y5TEM.
501L, COMPACTED 501x•.
_ nN:n+ A S.F-P"E<.� 23. AF , 'ROVAL OF THESE PLANS BY THE GUGCOTE
AMON&A COUNTY WAR DiSTRiGT
-r- YIMA:ING SBEEPSl00! DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR
. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDEI�G�SROUNO SERVICE ALERT
SELECTED NAME SOIL 3/°" "A"• �"� �° �°�
9Y USE OF A YIN A"WY (1-600-221-2600) AT LEAST TWO HORKINd DAYS (46 HOURS) PRIOR TO 6TART OF
'-•s IPER CITY PLANT • !/E6i. Ioorwc", OR � dogs- im EXISTENCE OF ANY EX15TINCP UNDERGROUND FACILITIES, "CTHEA OR NOT
SEE STANDARD: its A
ruw KDOW SHALL K l" &CCDrMMCt _ _ •, TrA"t« OWTO SAM CONSTRUCTION.
�Ma 11. Pon CL.• •-I6AMM �• OYTSIK DIAMETER Of PIPE SokIY FACILITIES ARE 51•IO M ON THESE PLANS.
pd. ,,,,, A • it' MMOMM OR AA$ 064ACT90 ;
AND +zs a ON sEwp IUL" f8. FOR 5EPZR SYSTEM iNSFEC'MON ON THIS PROJECT, 1"Pe CONTRAC:TJW SHALL COWAGT
` CLEANOUT BOXES 1. •I� � � w � r r� I. � � r �� r� �
.. t ."N 9" 0. `A. V. .. a-& .'•..•+-,i..,•" THE GUGAMON6A COUNTY WATER D15TRiGT AT (q 4b 440 TWD WORKING DAYS
,• � � Ir.. a« NNI. wr« NNIIM{. .N.IN . aN. <«a .. ..w.a .MN+Lr FESS! � .t' -
I. rweN .�....... r 't 9-41 .. iNrr. ,r ,..... a... r r .ter PRIOR TO THE REQUIRED INSPECTION DATE:. �
1. TREWoH WIDTH SHALL Be CONTROL -LED TO TOP OF PIPE ZONE. ..;�;.......t.r ......t . „�. N,. N.,...r .rN. _.N. �G r ,'
-_ 1 ...a a...t a+•r N ,....t..r N er � � • N 1 l_(,A�/' j `•�" o
t. A1! .ruH/w ,W It r ..rr. rrr.rt.1. .m rrr.l.r. A= aa.r ar te...t A L`. O� f�� •l�P'� -„r
.rr.raN a r.+<lr., lar NIr7 r. 1. W ..r. /•., ar ur. rw. alr 7 l..t ar C/\.�11///�7.I
2. TRENCH OF SiREATER THAN W :SHALL HAVE ADEMATE I rw, ua I.N. t..r W" bp.N+Nw Nr....�. N • 13 .r.wtr lw. ail i- to= r Y „�'' A. APPROVAL OF THESE PLANS BY THE GUGAMOi�A COUNTY HATE D 5TRIG T DOES NOT
K N� N'«IMrN.M/l.A•.P• er C.tlh.r.+ Mt/.f�� t! trw.►•••M •trot
w.1 I • �••�•"•w"••�"� CONSTITUTE A REPRESENTATION OF THE AGGUIRAGY OR EXISTENCE OF ANY EXI3TINt'J►
AMM aM arrrert fI tet. r. tt tr-,r t.l ta« .ar» aarv, cr. +er`
►rill. NN. MN• N er /r.� M r• P•�• •ett«/ywyr.t .ell N «ctel« +I
So GLAD tt AdW. BASE ALL L TOM 100' iii L TA# PM C4T'r wt N.�t. .r►MfM1wW a r.11�t a..a,w,. No. � UNDER6ROUN0 FAGILITiES, WHETHER OR NOT BAiD FAGILiTiE3 ARE SHOWN ON THESE
Qf i=0�1TAl�JA :STD. !'LAM 1 SJ \ ...-N. Nt. s.. r^ t.....
t. ►.r» c ".now" wl► r ewl.rt+ .INN t .t to- tw.ra.aN .. ra+...11 ..r►r r
t.1..1 Nrrw.It•.. rt.tM Atrr Nt.l..er rYr .ata. H er da..+rew, c:�t�
.l a.+++.+r..+wtt .+•lt. ..a, r a.....M- tots".. r,ll N t_.eN.. tw,+.. ..- �' � PLANS: - .... ,
.. �� V.K. �• WYE 1. to. it.w .efr. NeTj.r� NMC,r....t.aM..rN./+r ..a...�.
VCV LATERA /1.... -4 .«•Far N .rr . +�.r r N N- it. rout+ a».,.YI .rel r .r. p wt. ///'A L c
:Il. . '. 1 • •t+.. Nto r arrr t,.wl.+ .+Hw. /aa�t. .r..r+ .rr.rN., to ww Nw-+w/. •/ jf�I) ``�
4. COMPACTION SHALL BE 91096 IN ALL ZOIC UNLESS OTHERWISd SPECIFIED. r�owlo[ rwTw Tls»T •r-1,• :N N" a.,..,.... t.......�• I ..I too
"Al...- � t.
y/� N. W .ar.r ....N......t Pwwr ..... Ira .t r< lr. ar M. r wref• y .;L,,..,.. l ENG 1 , 20. CONTRACTOR TO VERIFY EXACT LOCATION AND f OM"` LAT "�It'tAL
-Jy^�-- Il�wy It N .i+N. . N..wty. arra.uar y watts rreN ✓'
PLASTIC PL1J9 W1 ...torr. t. tr. hLLlwl++ MNt.•. �'
TIGHTENING 8AN09 MIN 2% I. I,N, N .l+ta�n .t Nt.w•t a+rw. ••t•..+ .__: T„_
3. 11l R�iN STABILITY SHALL GONFOR�1 TO QGAL-OSi~iJ� itt2%OTHERWISE a UNLESS N':.: "Od;t :fit tv' �•.�.►'.-t,....... `�T CFA �- GONTRAGTOR TO GLEAN OUT LATERAL PRIOR TO TIO i NEW �R Eli :.
..............W010 DATE ��' j,� JOSE M. PII ETO
CITY ENGINEER 44r r. . .....................»-tom
� �Tro_>� RUM
LXiSTINS S4MATERIAL IS UI4MATiSFACTORY, AS DETERMINM !r
' ^' i:: aspuzMorwl>rat :v esu*• OF eeEriusrxr mrre':. ,.. ';Ai!71MnIMc
1. RESIDENTIAL SEWER 94ALL K r MINIMUM KCo�Aw" Dly .Pica' ✓OY
.R
1N5FPWTORi, SAW IN6 SHALL 5E IMPORTED FOR PIPE ZONE. CALL COMMERCIAL SEWER COIN IWTIONS SMALL K X of FONTANA, CALIFORNIA CMEC"ED w ��' ,�✓ � c STU
SEWER LATERAL,WYE IS RISER, E
i ALL SEWER CONiTR1JCTION IN THE PU9uC RtsTM-a►-+nXrr o�'d� A�aao W► DETAIL FIRE PROTECTION SYSTEM APPROVED
SHALL BE VITRIFIEDSHA CLAY RIPE. ' `� " STANDARD TRENCH REPANt . DATE - -� c�" e� .« 131 `. NATFR
FLAN5
i. FiRE HYG�ltANT t FIRE 5PiZ1NlCLER SYSTEM 5*10WN ON UNDE A coNCRETE eox swILL aE rNSTALL wa[NEVEIt ual� :'' ' �
+ OTHERS RISER WILL D I E A CONCRt?[ ASA, ►E. ORWl1MME '� ��1.......................................«a.........................................
PI}iiNE3 PLAN � O�i rr�..r�� SEE STANDARD DETAIL 12sA. -:...... 9.99•..••
S. PLASTIC BOX SMALL K INSTALL WHVd[M LXrVft
RISER WILL BE IN TURFAREA, fit. PAAItWMY9. Or ARrA.5
SEE STANDARD DETAIL 1259 i
CmW PQVMM, CALIPOOM DRAW 9r e- sTa .. .... ... .. . ................................................................................. ROLLER G I TY
. COUNTY FIRE DEPARTMENT
CHtpt[9 9Y DETAIL
srfwa LUEIw. cLSA+�arr..................................... 4.12 AG. 1201 EAST AVE. CITY OF FONTANA, CA.
. - --- . Ar'Ro�r[o I:• LOT SIZE`
_
PHASE i ..................................... 2.56 AG.
-00 -� SCALE: I"=50' APPROVED BYi DRAWN BY: HLH
' - DATE APPROVED REV 15ED: JVN
---
N Olt°25'25"- E 668.31' � DATE: II-Cat-•qq
JOSE K NIETo
PHASE 2 ................................... 2.16 AC. - - -
f3Y y. .�_-------_-- PREPARED BY: HARO ENGINEERING # 00N5TRUGTI ON, : NG.
L���ID�.�GAPINd................................... g400 SQ. FT. '
DIREG Li g01 hlEST ARROW I-IICHWAY
- GL.ENDORA, GA 81140 (b26) 552-cwn
SCALE: I"=50' CUCAMONGA COUNTY WATER DISTiRICT ENOINEERiNd DEPARTMENT
8641 SAN BERNARDINO ROAD, RANCHO GUCAMONOA, PREPARED FOR: RICHARD GHA.DO DRAWING NUMBER
CA. g1-140 PHONE (qOq) qa'1-23°11 .JO5# g1040 G:\DRAWINGS\°1'1040\cl7040_UTILITY 99--W49-1
- DWS: lib• �58� G��i4�