HomeMy WebLinkAbout1948-1-2SCALE: I" = 150'
rROp, DETENTION
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LEGEND:
INDICATES SEWER MANHOLE
INDICATES HOUSE LATERAL
INDICATES SEWER MAIN
INDICATES SEWER TERMINAL CLEANOUT
INDICATES SEWER PLUG
PRIVATE ENGINEER'S NOTES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS
OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES -EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY
LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL
LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS
REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND
HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL. OR ALLEGED.
IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
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SCALE: 1" = 150'
UTILITY
NOTES:
WATER:
SAN GABRIEL VALLEY WATER COMPANY
� ,-7 70
11142 GARVEY AVENUE, P.O. BOX 6010
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EL MONTE, CA. 91734
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TEL. (818) 448-6183
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MR. FRANK LOGUIDICE
SEWER:
CITY OF FONTANA
=
8353 SIERRA AVENUE
=
FONTANA, CA. 92335
W TEMPORARY
INSTALL SEWER TERMINAL CLEANOUT PER STD. DTL. 128
TEL. C71 41 350-7640
POWER:
SOUTHERN CALIFORNIA EDISON COMPANY
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P.O. BOX 788
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300 N. PEPPER STREET
Miller
RIALTO. CA. 92376
MR. DAVE JONES
C714) 820 - 5191
GAS:
SOUTHERN CALIFORNIA GAS COMPANY
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16231 VALLEY BLVD.
FONTANA, CA. 92335
MR. LOU WESTFALL
C7 14) 889 - 9711
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SOUTHERN CALIFORNIA GAS COMPANY
TRANSMISSION* DIVISION
2191 E. BIRCH STREET
BREA, CA. 92621
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(714) 529 - 2889 '
TELEPHONE:
PACIFIC TELEPHONE
3939 E. CORONADO STREET
ANAHEIM. CA. 92807
141 999 - 5639
GENERAL TELEPHONE
9000 HELLMAN AVENUE
RANCHO CUCAMONGA. CA. 91730
Foothill8oulevord
C71 4) 945 - 3562
PRIVATE ENGINEER'S NOTE:
THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING
THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVENT•OF
DISCREPANCIES ARISING DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL
BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING
THE PLANS FOR APPROVAL BY THE CITY.
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CONSTRUCTION NOTES AND QUANTITY ESTIMATE
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CONSTRUCTION NOTES AND QUANTITY ESTIMATE
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2 INSTALL 4" HOUSE LATERAL (1= XT�A STlz F -N GT H )
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ALL SEWER .SHALL BE EXTRA
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ENG , S CA
TY
APPROVAL 10
DATE APPROVAL DATE
NOTE
X46 HOUR,IEI �HONE SPC 80S�C422A�R 33 USING3
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF
THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, LATEST EDITION.
2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING
PERMITS AS REQUIRED BY THE CITY OF FONTANA.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT
OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH
MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND
REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER. WITH RCE
NUMBER BELOW 14814, OR A LICENSED LAND SURVEYOR ONLY.
6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY
GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT
(6191 564-2246, AND 48 HOURS PRIOR TO REQUIRING INSPECTION.
7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT
PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS
OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUAT WATERING
DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST
CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE
PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.
9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL
ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT IN BOTH
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING
OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR
SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE
SAMPLINGS.
10. ALL UNDERGROUND FACILITIES, WITH LATERIALS, SHALL BE IN PLACE AND
INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO THE
FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS
DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS
TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. ,
12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CON-
FORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND
DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER
TO ELIMINATE ANY HAZARDS.
13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS,
ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR
MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED
IN A MANNER SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY
SAW CUTTING.- REMOVAL, REPLACEMENT AND CAPPING.
14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC
WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY
LIMITS.
15. ALL STATIONING REFERS TO CENTERLINE OF STREET.
16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR
TO CONSTRUCT THE WORK TO THE PLAN GRADES.
17. ALL PIPELINE 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 RESPONSIBLITY TO NOTIFY ALL
AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS.
18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR.
19. ALL EXISTING MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE
SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND DURING PAVING.
THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE.
20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA. C7143350-7610
24 HOURS PRIOR TO STARTING WORK.
21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILI-
TIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY
WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
22. ALL UTILITIES SHALL BE CONSTRUCTED,TESTED, APPROVED. AND BACKFILLED
TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO
ANY PAVING.
23. TERMINATE ALL 4" HOUSE SEWER LATERALS 3' INSIDE THE LOT WITH A
PLUG. SHOULD A PUBLIC UTILITIES EASEMENT LIE CONTINGUOUS TO THE
STREET R -O -W, THE LATERAL -SHALL EXTEND ACROSS THE EASEMENT AND
TERMINATE 3' INSIDE THE LOT.:AS MEASURED FROM THE UTILITY EASEMENT
LINE.
24. ALL SEWER LATERALS SHALL,��;l INSTALLED ON A 2% MINIMUM GRADE UNLESS
OTHERWISE APPROVED BY T1=�EC I TY ENGINEER.
25. SEWER CONTRACTOR SHALL C~IS+SEL "X" IN THE CURB AT THE LOCATION OF
THE LATERALS.
26. NO LATERALS SHALL BE PLACED UNDER DRIVEWAYS.
27. ENGINEER SHALL CHECK OUT ORIGINAL SEWER IMPROVEMENT PLANS AND
TRANSFER "AS -BUILT" INFORMATION PRIOR TO CITY ACCEPTANCE OF THE
SEWER SYSTEM.
28. PRIOR TO CONSTRUCTION OF WATER, SEWER AND/OR STORM DRAIN
LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING -WATER, SEWER
AND/OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND
VERIFY THEIR ELEVATION AND LOCATION. APPROVAL BY THE CITY
OF FONTANA OF A PROPOSED CONNECTION TO A CITY FACILITY DOES
NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION
AND/OR LOCATION AS SHOWN ON PLANS.
29. COWTF-ACTOR SHALL AIDJU5T ALL MAtAHOLF_ At,10 CL3=.ANOUT 21M5
TO FIWISR GRAPE EL1✓VATION.
NOTE
SEE SHEET NO, 17 FOR TRENCHING
AND BEDDING DETAILS
BENCH MARK: NO, 360 BASIS OF BEARINGS: , CALIF0RN I A
THE BEARING OF N 89 51'00" E FOR C I TY OF FONTANA
CITY OF FONTANA BENCH MARK +� THE NORTH LINE OF THE SE 1/4 OF
350 A NAIL IN POLE 01536704E SECTION 36. TIN. R6W, S.B.M. AS WORKS D
AT SOUTHWEST CORNER OF LIME SHOWN ON TRACT NO. 3348. M.B. P
AVE. AND BASELINE AVE. 47/14-16 WAS USED AS THE BASIS OF
ELEVATION: 1375.03 BEARINGS FOR THIS MAP. DRAWN BY: SEWER IMPROVEMENT P LANS SCALE:
PREPARED I N THE OFFICE OF ����,,�� PLOTTER Arj GJ (-� dw 1L(
MADOLE AND ASSOCIATES. INC. �o QROFEss �� DESIGNED:
CIVIL V I L ENGINEERS �``� 5 �y,�LTOry �i%�'� TRACT NO
e-12314
CONSULTING Qj'1�
AND LAND PLANNERS ��` ^ __
1820 E.. 16th Street �� tia. 148, ., = CHECKED : T I T L E SHEET DATE :
SANTA ANA. CALIFORNIA 92701 tF (i.�Y.p.
PHONE [714.1 835-.-548 Exp. 3 -31-�73
JOB N0. DWG. N0. SHEET N0.
--�'i APPROVED I OF I7
OF %ALAE 142- 609 - %�
. M . MADOLE R . C . E .14614 DATE �ti? CITY ENGINEER R.C.E. 25131• ?-r/z