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SANITARY SEWER
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.GENERAL NOTES _
1. ALL WORK SHALL BE DONE IN ACCORDANCE WIT11 THES1! RUINS AND �' �� ►. `�
THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD
SPECIFICATIONS DATED 1915. v
2. - CONSTRUCTION PERHITS RIIALI, BE OBTAINED FROM THE FONTANA i<< Qy
PUBLIC WORKS DEPARTHENT PRIOR TO THE START OF ANY WORK
WITHIN THE CITY LIMITS.
3. TER1'IINATE ALL -4" HOUSE SEWER LATERALS AT THE PROPERTY LINE
WITH A PLUG.
4. ADFQ11ATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLETHE
CON'T'RACTOR TO CONS'T'RUCT THE WORK TO THE PLAN GRADES*
i
5. ALI, PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL
TELEP11101JE OR f01 S, WATER METERS, VALVES, HYDRANTS,
IRRIGATION STRUC'T'URES, ETC. SI1OWN OR NOT SHOWN ON THIS � <-
u_
PLAN AND LOCATED WIT111N AREAS TO BE IMPROVED AND c
INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY 41 .g
01'11 -FRS . IT SHALL BE THE CO1J'TRAC'T'OR ' S RESFONS I B I LITY TO^ � �
NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. ~ �'
r�
6. "AS-DIJI LT" PLANS SHALL BE PROVIDED TO THE CITY BY THE 0
CONTRACTOR. a a
. >
7. ALL 4" HOUSE SEWER IJ1'1'FRAT•S SIIAi7t1 11E INSTALLED ON A 2% vioe.
1 Zi
MI111['1111f GRADE UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER.
3
8. SEWER CON'T'RACTOR SHALL CHISEL "X" IN THE CURB AT THE �
LOCATION OF ALL LATERALS.
9. MA1JIIoI-F FRAfIES AND COVERS TO BF CONSTRUC'T'ED BY THE SEWER
COIJTPAC'TOR 6" BELOW FINISHED SURFACE GRADE AND UPON
C011PI,E'I'ION OF PAVING, THE PAVING CONTRACTOR -SHALL RAISE
SAME TO FINISHED GRADE.
10. ALL STATIONING REFERS TO CENTERLINE OF SEWER.
A L L SE WE TkFMt H/1116 511,,41 E BE DOiI /IY 4CCORDA/Ilet X// T11 W
OSHA 5TAAIPARDS.
Q
WATER SYSTEM NOTES U
' U
1. THE ENTIRE WATER SYSTEMS SHALL CONFORM -TO THE SPECIFICA'T'IONS AND W
REQUIREt4ENT 8 OF THE CUCAMONGA COUNTY WATER DISTRICT.
2• ALL WATER MAINS SHALL BE INSTALLED WITH 30" MINIMUM COVER.
' 3. TME MINIMUM AND MAXIMUM STATIC WATER. PRESSURE WITHIN THIS SYSTEM IS Q
88 OW IN THE TABLE ON THIS SHEET.
4. FIRE HYDRANT REQUIREMENTS SHALL CONFORM TO THE STANDARDS AND z
SPAICIFICATIONS OF THE CENTRAL VALLEY FIRE PROTECTION DISTRICT. W
54, WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER
` COMPIXTI ON OF PAVING.
6. ALL 4" WATER LINES SHALL BE 12 GAGE; ALL 81', 10", 12" AND 16" WATER U)
LINES SHALL BE 10 GAGE STEEL, CEMENT MORTAR LINED AND WRAPPED
ACCORDING TO A.W.M.A. SPECIFICATION, C205-85 AND C203-86 ui
RSBPXCTIVZLY.
7. SAND LIDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS Cd
NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT. ._
' 8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY W
WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT 1.
INE'IALI.ATION OF THE PROPOSED WATER SYSTEM. O
9. WATER METERS SHALL BE 1" DOMESTIC, AND 2" IRRIGATION. Q
10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER ca
SYSTEM PRESSURE EXCEED 80 P.S.I. (SEE NOTE #3) M 0
I1. SEPAUTION BETWEEN DATER MAINS AND SANITARY SEWER LINES SHALL
CON!'OW TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE. W
TITLE 22, SECTION 64630-C. = C
12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTION WATER LINE, ca
TESTING AND STERILIZATION SHALL BE PERFORMED TO COMPLY WITH TIIE$-•
PROVISIONS -IN � � C
100 SECTION S OF CUCAMONGA COUNTY WATER DISTRICT STANDARD Z O
SPECIFICATIONS.
'9 N 13. ANY CONTRACTOR PERFORMING WORK ON ANY PROJECT SHALL FAMILIARIZE Q
LL
V HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING.FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROAt
r ��u Gd 0� D� HIS OPERATIONS, WHE'T'HER OR NOT SUCH FACILITIES ARE . SHOWN ON THESE >+
�9 PLANS. 0
0 MINIMUM,
--
Y _ E 14. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT" c.) _ _ _ _ _ _ � � UTILITNOTS . DR11WI-NGS TO THE CV
/ CAMONGA COUNTY WATER DISTRICT.
WATER: : CUCAMONGA COUNTY WATER DISTRICT 15. ANY CHANGES IN WATER LINE DEPTH OR CHANGES CONCERNING CONSTRUCTION
SWILL 812 REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT.
v, o /
16 � CONTRACTOR H
PDQ yP/o oEre��s �. 1 9461 SAN BERNARDINO ROAD SHALL NOTIFY THE CUCAMONGA COUNTY WATER DISTRICT AT
T A -tib a LEAST 48 -HOURS PRIOR TO START OF CONSTRUCTION.
E, T�IGA� �p.N 2 �Q a �i 1. CUCAMONGA, 'CA 91730
5k
C1 (? 14) 98? -2591
17. APPROVAL OF THIS PLAN BY THE CUCAMONGA COUNTY WATER DISTRICT DOES p� P SUMP � NOT CONSTITUTE A REPRESENTATION ESENTATION OF THE ACCURACY OR THE EXISTENCE OF
� b01 �i v ,,O G� �►'��F� AER oEr�ILS �b yG� fib ' ANY UNDERGROUND FACILITY.
L 0 'q 0 p �'� a SEVER. CITY OF FONTANA
4 h� �� 6! 3 11�� 31 $(.6� 8353 SISitRA AVENUB 18. A PERMIT WILL BE REQUIRED FROM THE CITY OF FONTANA ROAD DEPARTMENT
!�9. FONTANA CA 92335 PRIOR TO ANY CONSTRUCTION WITHIN STREET RIGIiT--OF-WAY.
Y) JL5 (714) 350-7640 19. STATIONING SHOWN ON WATER SYSTEMS IS BASED ON ROAD CENTERLINE
'1 Y n, DISTANCES AND STATIONING.
CO W
21 _ 6 "ec 20. LANDSCAPE SYSTEM SHALL HAVE AN APPROVED REDUCED PRESSURE PRINCIPLE f n
_- - PO11ER: SOUTt1SRN CALIFORpIA BDISON COMPANY INSTALLED AS THE MIN. BACK FLAW REQUIREMENT. PIPING AND BACK FLOW Wv
�s�u87" y p
P.O. 84X ? g8 Q
•� GB FROM METER W
� �_: 300 N. PEPPER STREET AND BOX ILL BE CONSTRUCTED UNDER
ION DEVICE F RV
Y _ _ ' - 05 p� L �� P N� RIALTO, CA 92376 SEPARATE CONTRACT .
IV -• �21. WATER CONTRACTOR SHALL BE RESPONSIBLE FOR c s
}'OV 1<� O SETT DISTRICT
S
a. MR. DAVE JONES FURNISHED METER BOXES PRIOR TO INSTALLATION OF METERS.
I I I 1kvI
Is• �p Iv 36 f ��CP ; j 1�/0� 22. WATERLINE CONTRACTOR WILL TACK WELD ALL JOINTS 80' FROM END OF
�pN T C Wa ° s= o ovs:�---- LINE, ON ALL CURVES, AND AT ALL ANLGE POINTS --PER CCWD STD.
�� �.5% 1 ry ,o s = p. 005 1 11�11 DMO . NO. 9.
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A PRIVATE W21HI ER' S NOTICE TO CONTRACTOR
1� R6 �� L �� 8� Q Q' THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
RECORD DRAWING
' G�j,�/�T -Y �✓'� 15� �4• {9 n �c �1 ESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND
3 8��• 2 i1 f ` j� � TO THR BEST OF OUR KNOWLEDGE, THERE ARE NOT EXISTING UTILITIES EXCEPT
80 3 7Vp - 01) TY �� P� ,` THE INFORMATION ON THIS DRAWING IS OBTAINED FROM THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
3„5 Qy -s p3 - F� �P ry TE.���,� ` OTHERS AND MUST BE VERIFIED IN THE .FIELD BY ANYONE PRECAUTIONARY MEASUR$S TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
�. j1 �5. G,PQTEO /HEFT 1'O�f 5 C IP PRIOR TO USE OR CONSTRUCTION. HALL Ek FOREMAN, INC. LINES ON STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR
v s o 00 � � � <v R ,
'2 �T 3 644760/NLf PER L/P/a ISI IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
A`Q L/P/D QE7d/L S � Li�TdIES . 1 .
8 0\ ? •�s, 22 �. OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE
IV,r� b v READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
2 � TO USE THE SAME. #ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
Q $
TE/
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ..
/ •,�, to > CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT
�, ) � �� i SHALL BE
14,
l5 U 4ACP F ISLE 4 iCP MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS
= o 192- s = v. ��l . ` 243)
CAUTION: THE ENGINEER PREPARING THESE PLANS MILL NOT BE RESPONSIBLE FOR OR AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND
LIABLE, FOR, UNAUTHORIZED CHANGES OR USES OF THESE HOLO DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL
B PLANS ALL CHANGES TO THE �s=j,,I�i �y OR •
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. LIABIL, PROJECT. ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
X
A ON THISTHE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS --
Vc, .111hb o AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR 0.
C�:'�� ^ N RECORD SET RESOLUTION PRIOR TO CONSTRUCTION,ND • ASHALL BE RESPONSIBLE FOR
DISCREPANCIES NOT SO REPORTED AND RESOLVED. O
A//
EXISTING CONDITIONS
Q SEPTEMBER I? I99I F CONSTRUCTION NOTES 8 QUANTITIES �
2$ ♦ 22 �� SEWER I C I TY OF FONTANA STANDARDS) WATER (CUCAMONGA COUNTY WATER DISTRICTS STANDARDS)�"" Q
t8 . rft a
1150 -1 0 -1 4e8 LF
57- O O Gly �c°� J7.5 L F a- Q�
29 ' s m I I CONST. 6" VCP EXTRA STRENGTH SEWER LATERAL 4♦4 LIF 3 I - INSTALL I" GALV. STEEL PIPE 40; LF (n
GV1YTiPi9Ci77iP TO F/ESO !/ER/F%Y 4 12 CONST . 46" PRECAST CONIC. MANHOLE PER STD. DETA I LS 109 8 112 2 EA
LOL�9T/O/I►'�9N0 Ell! QF EXT.S! r F 3{. . - .. - - - cn
�i�' ,/ PREPARED I T 32Ar-
IOR71l AiPT OF f ' _, h N HE OFF CE OF
L�TE�Pf�L �P ,ST �r o .. W
j t CDrt/,STiP(/CT/ON. ��5� 13 CONST. STD. 6" CLEANOUT PER STD. DETAIL 128 2 EA O
+:v �, J old $�Y %'� 33 mak:
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W 3170 4ECALL AVENUE - COSTA MESA CA 91626 11
?•7. 17141 641 /777 �y
30 1 F r ,Y 9 ` 1h 31101b��� CIVIL [NWME[RING WIO /IJ�NNIMO 1AM0 >1>IMG 34 INSTALL '��4~ G�iL� STEEL/�E LL
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- - t ORA DRAINAGE (FOR i RR I GAT 1 ON NU i SANCE WATER I 38 INS ALL A" STEEL WATERF1" METER f'Efi' OET.9�L orrr .�rL1 2 EA fj
w
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'� - _ _ :RCE 30/6 L�AVc$ 2 �Q�GY/CE� PiPE.SfUrPE.�rP/rfTC/SLE r4.fSf�I,BLY �PEQ!//rPEI� o
p0 ' 4v 20 INSTALL 4" ACP, CLASS ISO a s
TACK WELD ALL JOMITS STD. DWG, 9
21 INSTALL S" ACP, CLASS 150 '87 LF
T
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0 U 22 I NSTALL TYPE "L "ADAPTOR PEA STP. DETAIL 194A � EA NOTE ' WATER FOUNTAINS ^ SHALL BE INSTALLED
- BENCH MARK FWE 1 INSTALL KtKSET DRAIN BOX, SERIES D8 Ie18WITH PER L/P�D SIDS.8DWG3 .
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USCGS •Q' STATION 'PACEL' 1963.90"SELY. OF ALH . FORY . A2010 Go I. PARKWAY GRATE PFR Ofr,4IL VN/ -.d 17' EA p N
-tea is
- 'SLY OF Cl B A SE LANE. � /NSTdL L A?/NIUNG �'OUNTd/N "sU�t�lP " PER oFTQiL 0� [ • d 5 E4 • �
RAILROAD TRACKS AND 28 S
..+� 1 SANTE AS CITY P.M. #364 ' 0• 2 0' a 0• 8 0' � 0 cr
1, t fit. ELY. OF EAST AVENUE.
25 INsTAct to"race, CLASS /5D 627 LF n1 � < co
E,,rIST .8 IW? � ELEVATION 1501.54' 2 461 L 1
y 6 1A1STALL /2 A6PI CLASS /5o f W
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UO �� 27 /NSTALL 6 "ACP, CLASs /sa - 2- $1 [.F NORTH z = U.
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MIST
CURB OUTGF-T PER STD. DETAIL /24 A 5 EA z8 /NSTALL 22$1*" X 3A" �tECTANGULAR P/PES PER STD ��T�/L /Z¢A 27rj LF � r
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