HomeMy WebLinkAbout1640-1LEGEND
VICINITY MAP
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RECORD DRAWING
The information on this drawing is Wallned fmm others end
must be verified in the field by anyone prior to Use or
,►�'� construction. HALL & FOREMAN, INC. is not responsible for
KRIS un14
erpund facility locations or dektlons. All Above round
facilities can be readilyseen and verified by the osrl� h
C 041341: intend t0 use same. .
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VILLAGE OF HERITAGE
SEWER PLANS
FOR
TRACTS 13085, 13085- 11 -81 130851-2 -
EAST HERITAGE VILLAGE
IN TH__H
CITY OF FONT NA►
COUNTY OF SAN E N R INO
UndorgIll nd Service Meet
ca Catt:TOR FAR
• QOO
422•4133
Two wmnnno nen erose YOU me
UTILITY NOTES:
WATER: CUCAINORGA COUNTY WATER DISTRICT
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
(714) 987-2591
SEWER: CITY OF FONTANA
5353 SIERRA AVENUE
FONTANA, CA 92333
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX -788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
SELE67'FAO
' D
XEDD/N'v CDr1lP.'ifA ♦ O
777 R01/6
I*k
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10 DEEP
N, T, S,
l0 "ABX.
COisIPACTED 7?� 90 0� ' ' ''
+ 4
a
elf 7V 150#
AWG'K ,BEDD/NlT
TYPICAL. BEDDING ICOR S" VCP 101 OR DEEPE
No II JI
GAS: SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
MR. LOU WESTFALL
TELEPHONE: PACIFIC TELEPHONR
9000 HELLMAN AVENUE
PANCHO CUCAMONGA, CA 91370
GEENERAL, NOTES
WORK _SHALL BE W" IN ACCORDANCE MITES THESE PLANS AiM THE CITY
OF' ,rONTANA PUBLIC WORKS DEPARTMENT- __STANDARD__ SPECIFICATIONS DATED,
,
2 COPSTRCTCT'IOl1 PL*R1IITS $HALL BE OBTAINED FROM TRE rORTAP►A PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK:..VITHIN THE CITY
LIMITS.
-3. TERMINATE ALL 4" MOUSE SEWER LATERALS 3' INSID* THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE
STREET R -O -K, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT
LINE.
4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
S. `ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
,AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
6. '"AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY TAE COOMCTOR.
7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2* PIINIMUM GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF
ALL LATERALS.
9. Ir YROLIr 9'R k ES AND COVERS TO IG! CONSTRUCTED BY THE !SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF
PAVING. THE PAVING CONTRACTOR SHALL RAISE SAMI,gO FINISHED GRADE.
J
10. ALL STATIONING REFERS TO CENTERLINE OF*9
11. THE SEWER CONTRACTOlk SHALL St FULLY RESPONSIBLE FOR, THE LOCATION
AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND -
STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.
12. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYSTEM.
14. PRIOR TO CONSTRUCTION OF THE WATER, SEWER AMD/OR STORM DRAIN
LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER
,AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY
j THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF
j A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL j
OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN
ON THE PLANS.
BENCH MARIE FWE 1
USCGS "A" STATION "PACEL" 1969.901+
ELY. OF RAILROAD TRACKS AND 28'+ SLY.
OF CL BASE LINE, 1.1 MI. ELY OF EAST
AVENUE, SAME AS CITY B.M. #364
ELEVATION 1301.54'
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE'S 02
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THR
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BK
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BR
MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT
SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND C+OMPLETZ
RESPONSIBILITY FOR JOE SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, ,AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROIN
ANY AND ALL LIABILITY , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CAUTIOIf: THE ENGINEER PREPARII'fG THESE PLANS WILL NOT BE RESPONSIBLE
FZ3R-OR-LLIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLAN. ALL
CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS.
JJAl zp w.r',.* ilrt,w,Ggro,eaC.► -fwx 1 PK
A DPE'L7 freOVV Z;�TAWIN6-
2 ,�s'�/GT'� t�l�l/E,C� C.4T. LOC•�11/Ort/.S� sf17' 2 -¢
"AT
NO. REVISIONS �000R S , Dom PA, DATE
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SEWER PLANS SCALE :
Lit OC 20"WA90 10 is HORIZ.: 1"240'
3170 REDHILL AVENUE . COSTA MESA, CA 92626-3426 • (714) 641-8777 DESIGNED GENERAL NOTES, CONST. NOTES VERT.: 1"=4'
CIVIL ENGINEERING LAND PI ANNING LAND SURVEYING X
PREPARED UNDER THE SUPERVISION OF: CHECKED BY TRACTS 13085,13085-1 a 13085-'2 DATE:
JCH
C. JOB NO. DR. NOi SHT. NO.
3-7.8-6 � APPROVED Cc/ or/ts► d
N C. MOGAN R.C.E. 26229 DATE &,C. CIVIL ENGINEER R.C.E. 25/26 (0"v � OF
CONSTRUCTION NOTES 61 QUANTITIES:
QUA N
T I T I E S
DESCRIPTION ..
13085 13M-1
MM -2 T
IO
CONST. 48" PRECAST CONCRETE MANHOLE PER STD DETAILS 109 a 112
_ 2.
__ • EA
O
CONST. 911 V C. P. SEWER EXTRA STRENGTH.
..79-9 //zZ
4Y1 -A 4112 Zz__
30
CO NST. 4" V. C. P HOUSE LATERAL- EXTRA STRENGTH WITH PLUG. IPER STP. 125
509 /s/O
( c �g6 327
UndorgIll nd Service Meet
ca Catt:TOR FAR
• QOO
422•4133
Two wmnnno nen erose YOU me
UTILITY NOTES:
WATER: CUCAINORGA COUNTY WATER DISTRICT
9461 SAN BERNARDINO ROAD
CUCAMONGA, CA 91730
(714) 987-2591
SEWER: CITY OF FONTANA
5353 SIERRA AVENUE
FONTANA, CA 92333
(714) 350-7640
POWER: SOUTHERN CALIFORNIA EDISON COMPANY
P.O. BOX -788
300 N. PEPPER STREET
RIALTO, CA 92376
MR. DAVE JONES
SELE67'FAO
' D
XEDD/N'v CDr1lP.'ifA ♦ O
777 R01/6
I*k
TYPICAL BEDDING FOR 8" VCP
LESS THAN 10 DEEP
N, T, S,
l0 "ABX.
COisIPACTED 7?� 90 0� ' ' ''
+ 4
a
elf 7V 150#
AWG'K ,BEDD/NlT
TYPICAL. BEDDING ICOR S" VCP 101 OR DEEPE
No II JI
GAS: SOUTHERN CALIFORNIA GAS COMPANY
16231 VALLEY BLVD.
FONTANA, CA 92335
MR. LOU WESTFALL
TELEPHONE: PACIFIC TELEPHONR
9000 HELLMAN AVENUE
PANCHO CUCAMONGA, CA 91370
GEENERAL, NOTES
WORK _SHALL BE W" IN ACCORDANCE MITES THESE PLANS AiM THE CITY
OF' ,rONTANA PUBLIC WORKS DEPARTMENT- __STANDARD__ SPECIFICATIONS DATED,
,
2 COPSTRCTCT'IOl1 PL*R1IITS $HALL BE OBTAINED FROM TRE rORTAP►A PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK:..VITHIN THE CITY
LIMITS.
-3. TERMINATE ALL 4" MOUSE SEWER LATERALS 3' INSID* THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTIGUOUS TO THE
STREET R -O -K, THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT
LINE.
4. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE
CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES.
S. `ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR
POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC.
SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE
IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY
OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL
,AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
6. '"AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY TAE COOMCTOR.
7. ALL SEWER LATERALS SHALL BE INSTALLED ON A 2* PIINIMUM GRADE UNLESS
OTHERWISE APPROVED BY THE CITY ENGINEER.
. SEWER CONTRACTOR SHALL CHISEL "X" IN THE CURB AT THE LOCATION OF
ALL LATERALS.
9. Ir YROLIr 9'R k ES AND COVERS TO IG! CONSTRUCTED BY THE !SEWER
CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF
PAVING. THE PAVING CONTRACTOR SHALL RAISE SAMI,gO FINISHED GRADE.
J
10. ALL STATIONING REFERS TO CENTERLINE OF*9
11. THE SEWER CONTRACTOlk SHALL St FULLY RESPONSIBLE FOR, THE LOCATION
AND PROTECTION OF ALL EXISTING UNDERGROUND UTILITIES AND -
STRUCTURES WHETHER SHOWN ON THESE PLANS OR NOT.
12. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
13. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYSTEM.
14. PRIOR TO CONSTRUCTION OF THE WATER, SEWER AMD/OR STORM DRAIN
LINES. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER, SEWER
,AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY
j THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY OF FONTANA OF
j A PROPOSED CONNECTION TO A CITY FACILITY DOES NOT IMPLY APPROVAL j
OF THE CORRECTNESS OF THE ELEVATION AND AND/OR LOCATION AS SHOWN
ON THE PLANS.
BENCH MARIE FWE 1
USCGS "A" STATION "PACEL" 1969.901+
ELY. OF RAILROAD TRACKS AND 28'+ SLY.
OF CL BASE LINE, 1.1 MI. ELY OF EAST
AVENUE, SAME AS CITY B.M. #364
ELEVATION 1301.54'
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPE'S 02
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THR
AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BK
CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BR
MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT
SHOWN ON THESE PLANS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND C+OMPLETZ
RESPONSIBILITY FOR JOE SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY, ,AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROIN
ANY AND ALL LIABILITY , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CAUTIOIf: THE ENGINEER PREPARII'fG THESE PLANS WILL NOT BE RESPONSIBLE
FZ3R-OR-LLIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLAN. ALL
CHANGES MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF
THESE PLANS.
JJAl zp w.r',.* ilrt,w,Ggro,eaC.► -fwx 1 PK
A DPE'L7 freOVV Z;�TAWIN6-
2 ,�s'�/GT'� t�l�l/E,C� C.4T. LOC•�11/Ort/.S� sf17' 2 -¢
"AT
NO. REVISIONS �000R S , Dom PA, DATE
CITY OF FCALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY SEWER PLANS SCALE :
Lit OC 20"WA90 10 is HORIZ.: 1"240'
3170 REDHILL AVENUE . COSTA MESA, CA 92626-3426 • (714) 641-8777 DESIGNED GENERAL NOTES, CONST. NOTES VERT.: 1"=4'
CIVIL ENGINEERING LAND PI ANNING LAND SURVEYING X
PREPARED UNDER THE SUPERVISION OF: CHECKED BY TRACTS 13085,13085-1 a 13085-'2 DATE:
JCH
C. JOB NO. DR. NOi SHT. NO.
3-7.8-6 � APPROVED Cc/ or/ts► d
N C. MOGAN R.C.E. 26229 DATE &,C. CIVIL ENGINEER R.C.E. 25/26 (0"v � OF