HomeMy WebLinkAbout2032-1WATER SYSTEM NOTES :
1. THE ENTIRE WATER SYSTEM SHALL CONFORM TO THE SPECIFICATIONS AND
REQUIREMENTS OF THE CUCAMONGA COUNTY WATER DISTRICT.
2. ALL WATER MAINS SHALL BE INSTALLED WITH 3G' MINIMUM COVER.
3. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS SYSTEM
IS 0 P.S.I. P.S.I.. RESPECTIVELY.
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5. WATER CONTRACTOR SHALL ADJUST GATE VALVE COVERS TO GRADE AFTER
COMPLETION OF PAVING.
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6, All water lines shall be ce'lent mortar line and
icoatedwith lining, coating, and steel cylinder as
t specified herein. ` _. I
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7. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS
NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE DISTRICT.
8. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY
WATER DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT
INSTALLATIONS OF THE PROPOSED WATER SYSTEM.
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9. WATER METERS TO BE 45 642LL2
10. PRESSURE REGULATING VALVES REQUIRED FOR EACH LOT WHERE THE WATER
SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE 033.
11. SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER LINES SHALL
CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE.
TITLE 22, SECTION 64630-C.
12. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINE.
TESTING AND STERILIZATION SHALL BE PERFORMED TO COMPLY WITH THE
PROVISIONS IN SECTION 5 OF CUCAMONGA COUNTY WATER DISTRICT
STANDARD SPECIFICATIONS.
13. ANY CONTRACTOR PERFORMING WORK 014 ANY PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON
THESE PLANS.
14. A PERMIT WILL BE REQUIRED FROM THE CITY OF _.
FO/VTANA PRIOR TO ANY CONSTRUCTION WITHIN THESTREET RIGHT-OF-WAY.
15. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT"
DRAWINGS TO THE t/TY or 1--aw lx4
16. ANY.,CHANGES IN WATER LINE DEPTH OR -CHANGES CONCERNING CONSTRUCTION
j SHALL BE REPORTED TO THE C17 -I- Ox , rolvmeyw -
17 . CONTRACTOR SHALL NOTIFY THE_ CITY oma' Fo vzwlY.4 47
_
LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION.
18. APPROVAL OF THIS PLAN BY THE C16' tel" izOIV7411//1 i20,E:0
NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR THE EXISTENCE
OF ANY UNDERGROUND FACILITY.
21 • AT LEAST 10 DAYS IN ADVANCE, OR A MINIMUM OF 1,000 FEET
AHEAD OF TRENCHING, CONTRACTOR SHALL EXCAVATE, EXPOSE,
AND DETERMINt ("POTHOLE") THE EXACT LOCATION AND DEPTH OF
EACH AND EVERY POTENTIAL INTERFERENCE AND CONNECTION,
INCLUDING, BUT NOT LIMITED TO, ALL FACILITIES SHOWN
SPECIFICALLY (DEPTH AND LOCATION) ON THESE DRAWINGS, OR
WHICH HAVE BEEN MARKED BY THEIR RESPECTIVE OWNERS.
CHANGES OR DELAYS CAUSED BY CONTRACTOR'S FAILURE TO
PERFORM "POTHOLING" AND INTERFERENCE LOCATION WORK SHALL
NOT BE ELIGIBLE FOR EXTRA WORK COMPENSATION OR TIME
EXTENSION.
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ENGINEER'S NOTICE : A
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE ir- ",A/ 5'/ops S d. /(/o. //2
OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. ,,off 0,e- C;�y
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY 2 SACK SLURRY REQUIRED WHERE COVR LESS THAN 42"
AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
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LIABILITY. REAL OR ALLEDGED . IN CONNECTION WITH THE PERFORMANCE AS DETERMINED BY CITY OF FONTANA INSPECTOR
OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
2. ALL UNDERGROUND UTILITIES JR STRUCTURES. REPORTED OR FOUND ON
PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION
AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING
WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE
EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED
OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE
WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL
E UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR.
OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED Schedule of Drawings
BY THE PREPARER OF THESE PLANS.
4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -
CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO 1 Title Sheet Notes Location Ma
THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION- & e She Est -.p, vtLult assembly detail, const.
HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION -OF THE JURISDIC quantity
TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND 5) Summit Avenue Sta . 4+70 to-Sta. 11+50
I SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS
4� 3. Summit Avenue Sta. 11+50 to Sta. 21+00
22015
�xP 1) 30`�� _ 4. Summit Avenue Sta. 21+00 to Sta. 26+05.27
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5. Summit Avenue Sta. 9+47 to Sta. 17+00
Confroclor /0 C0/;,/0C/-.6 . SumYnit Avenue Sta. 17+00 to Sta. 23+31
Under9i'Ound .5erV%Ce .9/ert tyz 7. Standard Drawings
Prior- /o Cvns><r'uc�io�
/ - 80o - 422 - 4133 8 s . Standard Drawings
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=RECORD DRAWING DATA ADDED /0 9�9Z*11NCH MARK l50 PLANS PREPARED UNDER SUPERVISION OF
�. R KAPP & ASSOCIATES, MIC.
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Surnrr7/� AI/c. �` E4sl Ave. LAND PLANNERS, SURVEYORS
REI//i60 Qu.a r• ,# io z �'G•v� v Ivor o 15892 PASADENA AVENUE
QuANr•�i5 0 16 TUSTIN, CALIFORNIA 92680 - (714) 730-5757
REV. DESCRIPTION DATE PPD
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ENGINEER'S NOTICE : A
1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE COND I T I ONS DURING THE COURSE ir- ",A/ 5'/ops S d. /(/o. //2
OF CONSTRUCTION. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. ,,off 0,e- C;�y
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED
TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND. INDEMNIFY 2 SACK SLURRY REQUIRED WHERE COVR LESS THAN 42"
AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL
r
LIABILITY. REAL OR ALLEDGED . IN CONNECTION WITH THE PERFORMANCE AS DETERMINED BY CITY OF FONTANA INSPECTOR
OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM
THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
2. ALL UNDERGROUND UTILITIES JR STRUCTURES. REPORTED OR FOUND ON
PUBLIC RECORDS. ARE INDICATED WITH THEIR APPROXIMATE LOCATION
AND EXTENT. THE OWNER. BY ACCEPTING THESE PLANS OR PROCEEDING
WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY AND TO
HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE
EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED
OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE
WITH REPORTED OR RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED
TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
STRUCTURES SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL
E UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK.
3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR.
OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS.
ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED Schedule of Drawings
BY THE PREPARER OF THESE PLANS.
4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS -
CEMENT WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO 1 Title Sheet Notes Location Ma
THE HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION- & e She Est -.p, vtLult assembly detail, const.
HEREON OF ANY SUCH PRODUCT IS AT THE DIRECTION -OF THE JURISDIC quantity
TIONAL AGENCY. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PRODUCTS AND 5) Summit Avenue Sta . 4+70 to-Sta. 11+50
I SHALL FOLLOW ALL OSHA & EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS
4� 3. Summit Avenue Sta. 11+50 to Sta. 21+00
22015
�xP 1) 30`�� _ 4. Summit Avenue Sta. 21+00 to Sta. 26+05.27
\
5. Summit Avenue Sta. 9+47 to Sta. 17+00
Confroclor /0 C0/;,/0C/-.6 . SumYnit Avenue Sta. 17+00 to Sta. 23+31
Under9i'Ound .5erV%Ce .9/ert tyz 7. Standard Drawings
Prior- /o Cvns><r'uc�io�
/ - 80o - 422 - 4133 8 s . Standard Drawings
d� g
=RECORD DRAWING DATA ADDED /0 9�9Z*11NCH MARK l50 PLANS PREPARED UNDER SUPERVISION OF
�. R KAPP & ASSOCIATES, MIC.
Chir 0 in /he e-nida//e of v
/Pewsad rlrl��`er Loeor�ion, U�fai/Ffl/oo�o1'e Qvo�l` 9 W. Cone. lleodwa// al the r,
2 0e%rteo/Male Z¢ .eediseol 4u�sn�ifr' AloA- 30 3//5/9/Sozllh Weslf Co/'/7er of CIVIL ENGINEERS, STRUCTURAL ENGINEERS,
Surnrr7/� AI/c. �` E4sl Ave. LAND PLANNERS, SURVEYORS
REI//i60 Qu.a r• ,# io z �'G•v� v Ivor o 15892 PASADENA AVENUE
QuANr•�i5 0 16 TUSTIN, CALIFORNIA 92680 - (714) 730-5757
REV. DESCRIPTION DATE PPD
Elev. /507.007 DATE R.C.E.
DIETERICH POST REORDER NO. 124571
0
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Rhe. 30
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concrete
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bottom,
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assembly
(show meter're4ding
openings and access
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view.
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construction. J.P. XAPP & Assoc, is not responsible for
underground facility locations or depictions.
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The information on this drawing is obtained from others and
must be verified in the field by anyone prion to use for
construction. J.P. XAPP & Assoc, is not responsible for
underground facility locations or depictions.
All above ground
facilities can be readily seen and verified by
the parties that
intend to use same..
APPROVED
BY CITY OF FONTANA
'
E GINMRDATE
RCE
DATE APPROVED
DESIGNED BY
DRAWN BY
CHECKED BY
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F N AN
DRAWING No.
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BYCITYF
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ENGINE NG SUPERVIS
CUCAMO N61A COUNT WA T DISTRICT
SCALE
WORK ORDER No.
WoOer Lire In�'urr�r�n/f �4ve.
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ENGINEERING DEPARTMENT
9641 SAN BERNARDINO ROAD, CUCAMONGA, CA. 91730S
400 f ZI 1�lordrrnan
Bu//oCk Rd, t`o /20'f -',E O ,,�'on %SeYOind R01.
SHT. OF
HT.
( 714) 987-2591
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