NOTICE INVITING BIDS - La Granada Pipeline Replacement & PRS Elimination Project (J-2501)

SANTA FE IRRIGATION DISTRICT
LA GRANADA PIPELINE REPLACEMENT & PRS ELIMINATION PROJECT
CIP PROJECT NO. J-2501
CAMP PENDLETON
(U . S . M . C .)
5
San Luis Rey
Oceanside
Carlsbad
Leucadia
Encinitas
Cardiff
Solana Beach
Del Mar
PROJECT SITE
SEE LOCATION MAP La Jolla Laguna
163
Pacific Beach
Mission Beach Ocean Beach
MARCH 2026
LOCATION & KEY MAP
N NO SCALE
SHEET INDEX
SANTA FE IRRIGATION DISTRICT RECORD DRAWINGS
310-1701A3
310-1701B3
310-1701D3
310-1701F3
J-2501
J-2501_310-1695F3
J-2501_310-1701C3
J-2501_310-16707A3
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE
BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT
STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE SANTA FE
IRRIGATION DISTRICT AND COUNTY OF SAN DIEGO DOES NOT RELIEVE ME AS ENGINEER OF WORK,
OF MY RESPONSIBILITIES FOR PROJECT DESIGN.
ACCEPTANCE OF PLANS AND SPECIFICATIONS
HOCH CONSULTING
FIRM:
SANTA FE IRRIGATION DISTRICT HEREBY ACCEPTS THESE PLANS AND SPECIFICATIONS
804 PIER VIEW WAY - SUITE 100
FOR CONSTRUCTION, AS BEING IN GENERAL COMPLIANCE WITH APPLICABLE ADDRESS:
STATUTES, CODES, STANDARDS OR GUIDELINES. RESPONSIBILITY FOR THE
OCEANSIDE, CALIFORNIA 92054
CITY, ST.:
COMPLETENESS AND ACCURACY OF THE PLANS AND SPECIFICATIONS AND RELATED
DESIGNS, AND CONFORMANCE TO APPLICABLE STATUTES, CODES, STANDARDS OR TELEPHONE: 858-431-9767
GUIDLEINES RESIDES WITH THE ENGINEER AND ENGINEERING FIRM OF RECORD.
ADAM HOCH, PE
BY: DATE:
RCE NO.: C77635
REGISTRATION EXPIRATION DATE: 06-30-27
(SIGNED AND DATED BY AUTHORIZED DISTRICT STAFF)
TITLE SHEET, SHEET INDEX G-01
LOCATION MAP & VICINITY MAP
01
L
A I R
E
P M
I
R I V E R S I D E C O U N T Y
Rainbow
Fallbrook Palomar
Pala
79
15 Bonsall Rincon Warner Springs
76 Borrego Springs
76
Vista Valley Center
78 Mesa Grande Yaqui
San Wells
Marcos
ESCONDIDO Santa Ysabel
San Pasqual Julian Scissors Crossing
Banner
Olivenhain Ramona
Rancho
Santa Fe 79 Agua Caliente
Poway
Spring
67
Descanso Mount 805 Lakeside Santee Guatay
8 Pine
5 Alpine 15 El Cajon Valley
La Mesa 8 Spring Valley SAN
Lemon Jamul
Coronado DIEGO Grove
Boulevard National City
94
Chula Vista Dulzura Jacumba
Potrero
Campo
Imperial Beach Tecate
San Ysidro M E X I C O
Y T
N
U
O
C
1 2 3 4 5 6 7 8 9 10
A
SAN ELIJO AVE PIPELINE
REPLACEMENT
9
Loma Linda C- 0
B
78
PASEO DELICIAS (ESMT) C-11
PIPELINE REPLACEMENT
LA GRANADA PIPELINE C-06
52 REPLACEMENT Village Church
C-04
C-05
C-07 Preschool
C PRS 360-3 C-03 C-01 C-02
C-10 PRS 360-2 R. Roger Rowe Elementary
C-08
125
AVENIDA MARAVILLAS SOBRE LOS CERROS
PIPELINE REPLACEMENT PIPELINE REPLACEMENT
VICINITY MAP
N SCALE: 1" = 60,000'
D
GENERAL
1 G-01 TITLE SHEET, SHEET INDEX, VICINITY MAP & LOCATION MAP AVENIDA MARAVILLAS FIRE HYDRANT CONNECTION (VALVE-1)
2 G-02 GENERAL NOTES & WATER NOTES AVENIDA MARAVILLAS & LA GRANADA (VALVES 1 & 2)
3 G-03 WATER NOTES, MISCELLANEOUS NOTES, BASIS OF BEARINGS & BENCHMARK, ABBREVIATIONS & LEGEND SOBRE LOS CERROS & CODORNIZ (VALVES 1-5; BO, FH, ARV 1-2)
DEMOLITION LA GRANADA & MIMOSA (VALVES 1-4)
4 D-01 PRS 360-2 & 360-3 DEMOLITION PLAN GIS MAP & VALVE ID REFERENCES
CIVIL AVENUE MARAVILLAS (VALVES 1-6; BO 1-2; AV 1)
5 C-01 LA GRANADA PIPELINE REPLACEMENT STA 10+00 TO STA 18+00 - PLAN & PROFILE LA GRANADA (FIRE HYDRANT CONNECTION (VALVE 1)
6 C-02 LA GRANADA PIPELINE REPLACEMENT STA 18+00 TO STA 26+00 - PLAN & PROFILE LA GRANADA & AVENIDA DE ACACIAS (VALVES 3-4; BFV 1-2)
7 C-03 LA GRANADA PIPELINE REPLACEMENT STA 26+00 TO STA 34+00 - PLAN & PROFILE
8 C-04 LA GRANADA PIPELINE REPLACEMENT STA 34+00 TO STA 42+00 - PLAN & PROFILE
9 C-05 LA GRANADA PIPELINE REPLACEMENT STA 42+00 TO STA 50+00 - PLAN & PROFILE
10 C-06 LA GRANADA PIPELINE REPLACEMENT STA 50+00 TO STA 58+00 - PLAN & PROFILE
11 C-07 LA GRANADA PIPELINE REPLACEMENT STA 58+00 TO STA 66+00 - PLAN & PROFILE
E 12 C-08 LA GRANADA PIPELINE REPLACEMENT STA 66+00 TO STA 68+87 - PLAN & PROFILE
13 C-09 SAN ELIJO AVE PIPELINE REPLACEMENT STA 80+00 TO STA 87+19.23 - PLAN & PROFILE
14 C-10 SOBRE LOS CERROS AVE PIPELINE REPLACEMENT STA 90+00 TO STA 92+89 - PLAN & PROFILE
15 C-11 PASEO DELICIAS PIPELINE REPLACEMENT STA 100+00 TO STA 104+25 - PLAN & PROFILE
16 C-12 CONSTRUCTION DETAILS 1
17 C-13 CONSTRUCTION DETAILS 2
F
SURVEYING GEOTECHNICAL HYDRAULIC MODELING
CALL 811
MASSON & ASSOCIATES LGC GEOTECHNICAL MISSION CONSULTING SERVICES
AT LEAST TWO DAYS
BEFORE YOU DIG 200 E Washington Ave. 131 Calle Iglesia Suite 200 24307 Magic Mountain Parkway, Suite 1033
Escondido, CA. 92025 San Clemente, CA. 92672 Valencia, CA. 91355
(760) 741-3570 (949) 369-6141 (619) 851-5178 m
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
NO. DESCRIPTION DATE APPR DESIGNED BY: OWNER PREPARED UNDER CIVIL VERIFY SCALES SANTA FE IRRIGATION DISTRICT CI P N O . J-2501
SANTA FE IRRIGATION DISTRIC
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HOCH CONSULTING
BAR IS ONE INCH ON
LA GRANADA PIPELINE REPLACEMENT & PRS ELIMINATION PROJECT
DRAWN BY: 5920 Linea Del Cielo H 804 Pier View Way - Suite 1 O 0 RI 0 GINAL DRAWING DRAWING NO.
C 77635 0 1
Rancho Santa Fe, CA 92067 Oceanside, CA 92054
EXP 6/30/27 C
CHECKED BY: (858) 756-2424 www.hochconsulting.com IF NOT ONE INCH ON
03-04-26 SHEET NO.
THIS SHEET, ADJUST
DATE SCALES ACCORDINGLY OF 17

1 2 3 4 5 6 7 8 9 10
GENERAL NOTES WATER NOTES WATER NOTES (CONT.)
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE SANTA FE IRRIGATION DISTRICT (DISTRICT) PROJECT 1. CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL NOT START UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN 19. NO DISRUPTION TO EXISTING WATER DISTRIBUTION MAINS WILL BE ALLOWED ON MONDAYS OR FRIDAYS.
A
SPECIFICATIONS AND THE MOST RECENT EDITIONS OF THE FOLLOWING DOCUMENTS: (1) SAN DIEGO WATER HELD IN ACCORDANCE WITH WAS SPECIFICATION 01000. ALL SHUTDOWNS FOR SYSTEM TIE-INS WILL BE SCHEDULED ON TUESDAY, WEDNESDAY, OR THURSDAY.
AGENCIES' STANDARDS (WAS), (2) SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD), (3) STANDARD SHUTDOWNS WILL BE CONFINED TO 8:30AM-4PM, UNLESS FURTHER RESTRICTED BY THE DISTRICT OR
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), AND (4) COUNTY OF SAN DIEGO 2. UNLESS EXPLICITLY CALLED OUT DIFFERENTLY ON THE APPROVED PLANS AND SPECIFICATIONS, ALL OTHER PERMITTING AGENCIES DUE TO SITE-SPECIFIC CONDITIONS.
REGIONAL SUPPLEMENT AMENDMENTS. CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SAN DIEGO WATER AGENCIES' STANDARDS
(WAS). CURRENT WAS REQUIREMENTS CAN BE FOUND AT WWW.SDWAS.ORG 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING THE PIPELINE AND LEGALLY DISPOSING OF,
2. ALL WORK WITHIN THE SAN DIEGO COUNTY RIGHT OF WAY SHALL BE GOVERNED BY THE WORK HOURS AND DECHLORINATING WATER AS NECESSARY TO COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
STIPULATED IN PERMITS AND CONSISTENT WITH DISTRICT REQUIREMENTS. 3. CONTRACTOR SHALL POSSESS A CLASS 'A' CONTRACTOR'S LICENSE FOR WORK ON WATER AND SEWER PIPELINE REGULATIONS REGARDING STORM WATER AND NON-STORM WATER DISCHARGE.
INSTALLATIONS IN CONFORMANCE WITH THE CALIFORNIA CONTRACTOR'S LICENSE LAW AND WAS
3. ALL EXISTING UTILITIES INDICATED ON THE DRAWINGS ARE SHOWN DIAGRAMMATICALLY AND ARE BASED ON SPECIFICATION 01000. 21. THE DISTRICT DOES NOT GUARANTEE A 100% WATERTIGHT SHUTDOWN OF THE EXISTING DISTRICT
FIELD RESEARCH AND AVAILABLE, AS-BUILT DRAWINGS AND FACILITY MAPS. THE CONTRACTOR SHALL DISTRIBUTION SYSTEM AND VALVES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING,
POTHOLE AND VERIFY THE SIZE, MATERIAL AND HORIZONTAL & VERTICAL LOCATION, BEARING, AND 4. CONTRACTOR SHALL GUARANTEE ALL WORK FOR 1 YEAR AFTER DATE OF NOTICE OF COMPLETION FILED BY THE REMOVING OR WORKING WITH NUISANCE WATER THAT MAY RESULT FROM THE EXISTING DISTRICT
INCLINATION OF ALL EXISTING UTILITIES PRIOR TO ANY DEMOLITION WORK OR INSTALLATION OF NEW DISTRICT AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH DISTRIBUTION SYSTEM.
WORK. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES MAY BE IMPACTED AT NO COST TO THE DISTRICT.
OR STRUCTURES AT THE WORK SITE WHETHER THEY ARE SHOWN ON THE DRAWINGS OR NOT. THE ACTUAL 22. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, AT ALL TIMES DURING CONSTRUCTION, AMPLE MEANS
LOCATION AND DEPTH OF ALL EXISTING WATER LINES AND CONNECTION POINTS ARE TO BE VERIFIED 5. THE DISTRICT SHALL RECEIVE A CONSTRUCTION SCHEDULE FROM THE CONTRACTOR PRIOR TO START OF AND DEVICES TO PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL WATER FROM ANY SOURCE
B (EXCAVATED) PRIOR TO COMMENCEMENT OF WORK, AND ANY DISCREPANCY IS TO BE BROUGHT TO THE CONSTRUCTION IN ACCORDANCE WITH WAS SPECIFICATION 01000. WORK DONE WITHOUT DISTRICT INSPECTION ENTERING THE EXCAVATIONS OR OTHER PARTS OF THE WORK.
ATTENTION OF THE DISTRICT AND THEN SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO SHALL BE SUBJECT TO REMOVAL.
COMMENCEMENT OF WORK. EXPLORATORY EXCAVATIONS AND POTHOLES SHALL BE SCHEDULED AND 23. UTILITY SEPARATION REQUIREMENTS (HORIZONTAL AND VERTICAL) SHALL BE PER THE DEPARTMENT OF
COMPLETED SUFFICIENTLY AHEAD OF CONSTRUCTION AND PRIOR TO FABRICATION OF MATERIALS TO ALLOW 6. THE CONTRACTOR SHALL NOTIFY THE DISTRICT 72 HOURS IN ADVANCE FOR INSPECTION. DRINKING WATER (DDW) AND APPROVED BY THE DISTRICT.
FOR DESIGN REVISIONS, IF NECESSARY.
7. ALL TESTING AND CERTIFICATIONS REQUIRED FOR THIS PROJECT SHALL BE THE RESPONSIBILITY OF THE 24. CONTRACTOR TO PROVIDE APPROVED MATERIAL SUBMITTALS PRIOR TO INSTALLATION. CONTRACTOR TO
4. STATIONS, COORDINATES, AND RADII REFER TO THE HORIZONTAL CENTER OF THE PIPE. CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING. THIS INCLUDES HAVE ALL MATERIAL INSPECTED BY THE DISTRICT INSPECTOR PRIOR TO THE START OF CONSTRUCTION. ALL
COMPACTION TESTING, DISINFECTION TESTING, CONCRETE TESTING, AND/OR ANY OTHER TESTING MATERIAL SHALL BE NEW.
5. WHEN CROSSING UNDER UTILITIES, THE CONTRACTOR SHALL PROVIDE, TO THE SATISFACTION OF THE REQUIREMENTS ASSOCIATED WITH THIS PROJECT. TESTING SHALL BE COMPLETED IN ACCORDANCE WITH WAS
ENGINEER, DISTRICT INSPECTOR, AND THE UTILITY OWNER, THE PROPOSED METHOD OF SUPPORT OF THE OR OTHER APPLICABLE STANDARDS. ALL TESTING AND PROVISION OF TESTING RESULTS SHALL BE COORDINATED 25. THE CONTRACTOR SHALL FURNISH ALL NEW WATER METER BOXES, PER DISTRICT REQUIREMENTS. NEW
UTILITY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE EVERY MEASURE NECESSARY TO CLOSELY WITH THE DISTRICT INSPECTOR. DISTRICT INSPECTOR SHALL BE RESPONSIBLE FOR REVIEWING AND METERS SHALL BE FURNISHED AND INSTALLED BY THE DISTRICT.
PROTECT THE UTILITY IN PLACE. ANY FAILURE OF THE UTILITY DUE TO THE CONTRACTOR'S OPERATION SHALL APPROVING ALL TEST RESULTS.
BE REPAIRED TO THE SATISFACTION OF THE ENGINEER, DISTRICT INSPECTOR, AND THE UTILITY OWNER AT 26. FOR WORK OVER EXISTING FACILITIES, HEAVY EQUIPMENT (ABOVE H2O LOADING) SHALL NOT BE USED
THE CONTRACTOR'S EXPENSE. 8. DISINFECTION OF WATER MAINS SHALL BE IN ACCORDANCE WITH WAS AND SHALL BE WITNESSED BY THE WHEN COVER OVER THE WATER MAIN IS LESS THAN 36" THROUGH ALL PHASES OF CONSTRUCTION,
DISTRICT AT THE TIME OF THE SAMPLING. INCLUDING THE REMOVAL, OVER EXCAVATION, AND/OR INSTALLATION OF PAVEMENT SECTIONS,
6. NEITHER THE ENGINEER NOR THE DISTRICT SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF SAFETY WITHOUT THE WRITTEN APPROVAL OF THE DISTRICT.
C
STANDARDS. CONTRACTOR ACKNOWLEDGES CONTINUOUS RESPONSIBILITY FOR JOB SAFETY THROUGHOUT 9. ANY AND ALL REQUIRED PERMITS SHALL BE PROCURED, PAID FOR, AND ADHERED TO BY THE CONTRACTOR, AND
THE DURATION OF THE PROJECT. SAID RESPONSIBILITY SHALL BE CONTINUOUS AND NOT LIMITED TO THIS INCLUDES TRAFFIC CONTROL, EXCAVATION, AND ALL OTHER PERMITS . INCLUDED IN THE PROJECT BID 27. EXISTING WATER FACILITIES SHALL BE KEPT IN SERVICE DURING CONSTRUCTION. HIGHLINING MAY BE
NORMAL WORK HOURS. ASSOCIATED WITH THIS PROJECT. REQUIRED AND SHALL BE INSTALLED ACCORDING TO WAS WHICH WILL REQUIRE AN APPROVED
SUBMITTAL. ABSOLUTELY NO CUTTING OR FILLING WILL BE ALLOWED OVER EXISTING FACILITIES UNTIL
7. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COMPLETE, SAFE, AND ADEQUATE TRAFFIC CONTROL 10. THE CONTRACTOR SHALL POTHOLE ALL TIE-IN AND POTENTIAL CONFLICT LOCATIONS BEFORE EXCAVATION. ANY FACILITIES HAVE BEEN EITHER RELOCATED, DISINFECTED, AND TESTED OR HIGHLINED, DISINFECTED, AND
AND SHALL PROVIDE AND MAINTAIN ALL NECESSARY EQUIPMENT, SIGNING, PERSONNEL, AND ANYTHING DISCREPANCIES WITH THE APPROVED PLANS (E.G. PIPE MATERIAL, SIZE OR LOCATION) SHALL BE BROUGHT TO TESTED. ANY WATER LATERALS DAMAGED OR DESTROYED DURING CONSTRUCTION WILL BE REPAIRED OR
ELSE NECESSARY FOR TRAFFIC CONTROL AS IS REQUIRED BY THE AGENCY HAVING JURISDICTION OR AS MAY THE ATTENTION OF THE DISTRICT INSPECTOR PRIOR TO PROCEEDING. POTHOLING SHALL BE COMPLETED BEFORE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ALL EXISTING WATER SERVICES AND
OTHERWISE BE NECESSARY. THE CONTRACTOR SHALL ALSO FULLY COMPLY WITH THE REQUIREMENTS OR THE DISTRICT WILL SCHEDULE A SHUTDOWN. APPROVAL OF THIS PLAN BY THE DISTRICT DOES NOT CONSTITUTE APPURTENANT CONNECTIONS SHALL BE RECONNECTED TO THE NEW PIPELINE WHETHER SHOWN ON THE
RECOMMENDED TRAFFIC AND PEDESTRIAN CONTROL PROCEDURES IN ACCORDANCE WITH THE CALIFORNIA A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY PLANS OR NOT.
DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
MAINTENANCE WORK ZONES," LATEST EDITION AND THE W.A.T.C.H. MANUAL. IN ADDITION, FLAG MEN 28. SACRIFICIAL ANODES SHALL BE INSTALLED ON ALL COPPER TUBING PER WAS WC-17 AND SPECIFICATION
SHALL BE STATIONED BY THE CONTRACTOR ON ALL CONSTRUCTION SITES WHERE TRAFFIC TRAVELS IN BOTH 11. A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATION, VERIFY LOCATIONS OF UNDERGROUND 13110.
DIRECTIONS USING THE SAME LANE. UTILITIES. THE CONTRACTOR IS REQUIRED TO CALL DIG ALERT: 811
29. WHERE APPURTENANCES CANNOT BE INSTALLED PERPENDICULAR TO THE MAIN, TRACER WIRE SHALL BE
8. STRIPING DESTROYED DURING CONSTRUCTION SHALL BE REPLACED IN-KIND BY THE CONTRACTOR AT THE 12. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6205 BY SUBMITTING A DETAILED PLAN SHOWING INSTALLED FROM THE MAIN TO THE METER BOX, AS DIRECTED BY DISTRICT INSPECTOR.
D CONTRACTOR'S EXPENSE. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL NOT BE APPLIED OVER THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE FOR WORK PROTECTION
EXISTING STRIPES THAT ARE TO BE REMOVED. EXISTING STRIPES SHALL BE FIRST REMOVED BY SANDBLASTING FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING 30. THE CONTRACTOR SHALL INSTALL INSULATED TRACER WIRE AND WARNING/IDENTIFICATION TAPE PER
BEFORE ANY NEW APPLICATION. THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN WAS SPECIFICATION 15000 AND WP-01.
DEPTH AND APPROVED BY THE OWNER PRIOR TO EXCAVATION. IF PLAN VARIES FROM THE SHORING SYSTEM
9. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, TRAFFIC LOOPS, ASPHALT STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLAN SHALL BE PREPARED BY A 31. CONTRACTOR IS RESPONSIBLE FOR PROPER HANDLING, STORAGE, AND DISPOSAL OF ASBESTOS CEMENT
CONCRETE OR PCC PAVING, WHICH ARE DAMAGED BY CONSTRUCTION OR ARE BEING JOINED OR MATCHED REGISTERED CIVIL ENGINEER OR STRUCTURAL ENGINEER AT THE CONTRACTOR'S EXPENSE. PIPE (ACP) IN CONFORMANCE WITH WAS SPECIFICATION 15000.
IN CONNECTION WITH THIS PROJECT, SHALL BE REPLACED, JOINED OR MATCHED IN A MANNER
SATISFACTORY TO THE DISTRICT ENGINEER PRIOR TO FINAL ACCEPTANCE, INCLUDING NECESSARY SAW 13. FINAL STREET SUB-GRADE SHALL BE ESTABLISHED PRIOR TO EXCAVATION OF PIPELINE TRENCHES, AND MINIMUM 32. ALL PIPE TO BE CL-305 PVC (C-900) DR14 IN ACCORDANCE WITH WAS SPECIFICATION 15064 UNLESS
CUTTING, REMOVAL AND REPLACEMENT. COVER OVER/ABOVE PIPE SHALL BE 24-INCHES FOR HYDROTESTING PER WAS SPECIFICATION 02223. OTHERWISE APPROVED BY THE DISTRICT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR BENCHMARKS WHICH WILL 14. CONTRACTOR TO PROVIDE CONSTRUCTION STAKING AND THREE (3) SETS OF CUT SHEETS TO THE DISTRICT 33. ALL PVC PIPE DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF DUCTILE IRON
BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH INSPECTOR 24 HOURS PRIOR TO EXCAVATING. FITTINGS OR HIGH DEFLECTION JOINT COUPLINGS WITH A 4 DEGREE MAXIMUM DEFLECTION PER
APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER COUPLING (2 DEGREE PER JOINT). NO BENDING (CURVING) OF PVC PIPE SHALL BE PERMITTED.
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, 15. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF NEW PIPELINES AND APPURTENANCES (INCLUDING WATER
SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY THE METERS) AND THE RIGHT-OF-WAY OR EASEMENTS PRIOR TO THEIR INSTALLATION. THE CONTRACTOR SHALL 34. ALL PIPE SHALL HAVE A MINIMUM 6" BEDDING THICKNESS AS SHOWN ON WAS WP-02. PIPE ZONE
LAND SURVEYOR'S ACT. THE CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTS THAT ARE PROVIDE AN AS-BUILT SURVEY FOR NEW PIPELINES AND APPURTENANCES. PROVIDE ALL SURVEY DATA MATERIAL SHALL CONFORM TO THE GRADATION IDENTIFIED IN WAS SPECIFICATION 02223.
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LOCATED WITHIN 10 FEET OF THE CENTERLINE OF CONSTRUCTION BY COVERING THE MONUMENTS WITH (COORDINATES AND ELEVATIONS) CONFORMING TO THE SURVEY CONTROL SYSTEM USED FOR THE DESIGN
1-INCH THICK STEEL PLATE DURING EXCAVATION AND BACKFILL OPERATIONS OR SHALL EMPLOY SURVEY IN AUTOCAD 2018 OR MORE RECENT FORMAT. THE SURVEY SHALL INCLUDE AN AS-BUILT SURVEY OF ALL 35. ALL VALVES INSTALLED SHALL BE HOLIDAY-FREE GATE VALVES, IN ACCORDANCE WITH WAS, UNLESS
ALTERNATIVE PROTECTION MEASURES NECESSARY TO AVOID DISTURBANCE OR DAMAGE TO THE NEW IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO, VALVE CORNERS, AIR VALVE ENCLOSURES, BLOW OFF OTHERWISE NOTED ON THE PLANS. CONTRACTOR SHALL PAINT ALL VALVE CAN LIDS PER THE DISTRICT'S
MONUMENTS. ALTERNATIVE PROTECTION MEASURES SHALL BE SUBMITTED FOR DISTRICT REVIEW AND VALVES, PIPELINES, FITTINGS ON PIPELINES AND CONNECTION POINTS TO EXISTING PIPELINES. COLOR CODE.
APPROVAL IN ACCORDANCE WITH [LIST "SUBMITTALS" TECH SPEC NUMBER]. THE CAP OF ANY MONUMENT
WITHIN THE WORK AREA SHALL BE RAISED TO MATCH FINISHED GRADE. 16. NO PERSONS, OTHER THAN AN EMPLOYEE OR AGENT OF THE DISTRICT, SHALL HAVE A RIGHT TO OPERATE ANY 36. PRIOR TO INSTALLATION OF ALL EPOXY COATED MATERIALS, CONTRACTOR SHALL PERFORM HOLIDAY FREE
PART OF THE DISTRICT'S DISTRIBUTION SYSTEM. THE CONTRACTOR SHALL NOT OPERATE ANY VALVES, BUT SHALL TESTING AND PROVIDE SPECIFIC DOCUMENTATION TO THE DISTRICT INSPECTOR.
11. CONTRACTOR SHALL NOTIFY THE SANTA FE IRRIGATION DISTRICT PRIOR TO COMMENCING ANY WORK IN THE REQUEST THAT THE DISTRICT INSPECTOR CONTACT THE DISTRICT TO SCHEDULE VALVE OPERATION BY THE
TIME REQUIREMENTS INDICATED IN THE SPECIFICATIONS. CONTRACTOR SHALL ALSO NOTIFY THE FOLLOWING DISTRICT. ONCE THE NEW IMPROVEMENT IS CONNECTED TO THE EXISTING DISTRIBUTION SYSTEM, ALL VALVES 37. CONTRACTOR SHALL PRIME, WAX TAPE, AND PLASTIC WRAP ALL FITTINGS PER WAS SPECIFICATION 13110.
AGENCIES 48 HOURS PRIOR TO COMMENCING ANY WORK: ON THE NEW SYSTEM SHALL ONLY BE OPERATED BY THE DISTRICT. FOLLOWING INSTALLATION OF WAX TAPE, CONTRACTOR TO PROVIDE POLYETHYLENE ENCASEMENT FOR
ALL FERROUS METAL MATERIAL. THIS INCLUDES, BUT IS NOT LIMITED TO, VALVES, COUPLINGS, AND
SANTA FE IRRIGATION DISTRICT 858-756-2424 17. THE CONTRACTOR SHALL NOTIFY THE DISTRICT OF THE SCHEDULE FOR ISOLATING LINES AT THE FITTINGS.
PRE-CONSTRUCTION MEETING AND AT LEAST 14 CALENDAR DAYS PRIOR. THIS TIME IS REQUIRED TO PROVIDE
COUNTY OF SAN DIEGO, DEPT. PUBLIC WORKS 1-800-422-4133
ADEQUATE NOTIFICATION TO CUSTOMERS AND SCHEDULE DISTRICT O&M RESOURCES TO ACCOMMODATE 38. CONTRACTOR SHALL PAINT ALL POTABLE WATER FACILITIES PER WAS SPECIFICATION 09910. THE
ORION CABLE 760-591-9600
PLANNED SHUTDOWNS. DISTRICT'S SPECIFIC COLOR CODE TO BE PROVIDED TO THE AWARDED CONTRACTOR.
F AT&T (FORMERLY PAC BELL) , TELEPHONE 1-800-811-5238
SAN DIEGO GAS & ELECTRIC COMPANY 1-800-581-7138 18. CONTRACTOR TO PROVIDE THE DISTRICT A 14-DAY ADVANCED NOTICE TO SCHEDULE SHUTDOWN. FINAL 39. VALVES SHALL HAVE A MINIMUM OF 1.5' OF COVER FROM THE TOP OF NUT/OPERATOR TO GROUND
UNDERGROUND SERVICE ALERT 1-800-227-2600 OR 811 SHUTDOWN DATE DETERMINED BY THE DISTRICT. SURFACE. IF LESS THAN THIS EXISTS, IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.
RANCHO SANTA FE FIRE DEPARTMENT 858-756-5971
SEE SHEET 03 FOR CONTINUATION OF WATER NOTES
NORTH COUNTY TRANSIT DISTRICT (866) 735-2929
NO. DESCRIPTION DATE APPR DESIGNED BY: OWNER PREPARED UNDER CIVIL VERIFY SCALES SANTA FE IRRIGATION DISTRICT CI P N O . J-2501
SANTA FE IRRIGATION DISTRIC
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HOCH CONSULTING
BAR IS ONE INCH ON
LA GRANADA PIPELINE REPLACEMENT & PRS ELIMINATION PROJECT
DRAWN BY: 5920 Linea Del Cielo H 804 Pier View Way - Suite 1 O 0 RI 0 GINAL DRAWING DRAWING NO.
C 77635 0 1 G-02
Rancho Santa Fe, CA 92067 Oceanside, CA 92054
EXP 6/30/27 C GENERAL NOTES & WATER NOTES
CHECKED BY: (858) 756-2424 www.hochconsulting.com IF NOT ONE INCH ON
03-04-26 SHEET NO.
THIS SHEET, ADJUST
DATE SCALES ACCORDINGLY 02 OF 17