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HomeMy WebLinkAbout1919VICTORIA G A R D F N S R A N O f1 o C G (' A M S7 N (; A, C, A I I F 0 R N I A Victoria Gardens—C, LLC - A California Limited Liability Company - 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 k! I zwoj� 9 10-9 11, 1 A- 14 OL93 z I !Md- A-71 A 04 164- 1 10j -01�n A 6- 1 A- h M!jb UA VICTORIA GARDENS �� CUL.TURAL CENTER DRIVE i ���a����� CFD 2003-01 BFOOTHILL BLVD. PARCEL MAP NO. 15716-1 ' ,�� = v T. C�) LLJ Z: CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA � „n Im 1 TRACT j TRACT TRACT I NO. 16312 i NO. 16313 NO. 16370 TRACT I o ' NO. 16373 TRACT 1 Y NO. 16372 1 CHURCH STREET CFD 2001-018 1 I < J ` 3 -� ABANDONED �a� -�> -------------------- 2 ----PUBLIC WATER AND SEWER PER ----- Z------------� ---- 2 CULTURAL CENTER DRIVE AND 2 PAVILION o LINEA' S GARDENS I 69 PSI ARBOR LANE IMPROVEMENT PLANS 2 PLACE a I 1246.05 FS CULTU L CENTER DRIVE PUBLIC CULTURAL DR. (PRIVATE)(PRIVATE) I a 67 PSI 1243.62 FS 4 LINE IC I r----� LL o m I LINE'B' 3 LINE V 4 5 LMIE I w t I � I N.A.P. LINE'F 6 L1Nt'P, 7 LINE `J $ o 0 U -_ NORTH MAMSTREET (PRIVATE) w 6 LINE 'F w LINE (Q' 7 I I , z I> w LINE'G' s w NE'B 6 s LINE T1 LINED' 7 - 8 LINE S cr a c> > a Q 9 LINE If LINE'H' 10 a 11 LINO J o ; I v w 0 w Y d LINE 'H' 9 a > 0 Uj 10 x. - 1-1 , 11 [IN� E ° a LINE 'N'9"' "LINE T ,� 0 LONE ,D' w LINE 13' 9 > / LINE'G' 6 a w 11 LINE'S' / U ~ W ? 10 L d LINE K' a VERSAILLa / (PRIVATE) LINE'H' 10 / 9 LINE 1c 11 LINES � ,5 LINE'G' 12 1 LINE 13' LINED' / -- —. VICTORIA GARDENS LANE CFD 2003-01A 79 PSI ----- - 1213.60 FS 84 PSI 1213.37 FS �E'R 1 Sg. 89 PSI LINE R' 14 1200.04 FS i FOOTHILL BOULEVARD (ROUTE 66) CFD 2003-018 L TOLL FREE 00-422-4133 EAST 1VMo DAYS bT-t ORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ti s ON 0w S Off RAMP S. i INDEX MAP SCALE: 1"=350' WF TY MAP NOT TO SCALE UTILITY CONTACTS CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY I -W 427-2200 RES. 216 N. EUCLID AVENUE 1480027-2000 COMM. ONTARIO, CA 91762 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 SOUTHERN CALIFORNIA EDISON COMPANY 1(800) 655-4555 7951 REDWOOD AVENUE FONTANA, CA. 92366 CHARTER COMMUNICATIONS CORP. (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA. 92407 LEGEND PROPOSED WATER MAIN LINE ------------ EXISTING WATER MAIN LINE — — — — — CFD WATER MAIN LINE PER SEPARATE PLAN OVICTORIA GARDENS WATER PLAN SHEET NUMBER 1l CULTURAL CENTER DRIVE WATER PLAN SHEET NUMBER 1O CULTURAL CENTER DRIVE SEWER PLAN SHEET NUMBER CITY OF RANCHO CUCAMONGA THE CITY OF RANCHO CUCAMONGA HAS REVIEWED TO THE EXTENT OF ITS AUTHORITY TO THE THREE SEPARATE SETS OF PLANS APPROVED BY CUCAMONGA COUNTY WATER DISTRICT TITLED (1) PUBLIC SEWER IMPROVEMENT PLAN FOR VICTORIA GARDENS, CFD 2003-01B CULTURAL CENTER DRIVE AND ARBOR LANE (DRAWING NO. 003-S18-1) AND (2) PUBLIC WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS, CFD 2003-01B (DRAWING NO. PM 15716-1003-W32-1) AND (3) PUBLIC WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS, CFD 2003-01B CULTURAL CENTER DRIVE AND ARBOR LANE (DRAWING NO. 003-W31-1, THE EXTENT OF SAID PLANS ARE AS DEPICTED ON THE INDEX MAP HEREON. QRpF ESS /p C No. 20596 �" m Exp. 9-30-05 s� C'IVIL �P qlF � CAL1F� / " Z'5 I:\46606\IMPLANS\IND[ X.dwg 9/25/03 IREV GENERAL NOTES VICTORIA GARDENS R A N O II 0 C 11 C A M 0 n C A. (. A I I F O R N 1 A 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 4. ALL 6 -INCH WATER LINES SHALL BE 12 GAUGE STEEL; ALL 8 -INCH THROUGH 16 -INCH WATER LINES SHALL BE 10 GAUGE STEEL, CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFICATION C205-00. 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS PROPOSED SYSTEM IS 60 P.S.I. AND 95 P.S.I., RESPECTIVELY. 6. ALL WATER METER SIZES SHALL BE SEE PLAN (DOMESTIC) AND SEE PLAN (LANDSCAPE). 7. THE MINIMUM COVER FOR 6' AND 8' WATER LINES SHALL BE 30',10' WATER LINES SHALL BE 36",12" WATER LINES SHALL BE 42', AND 16' WATER LINES AND ABOVE SHALL BE 48'. 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT. 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE OF CONSTRUCTION. 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT - FURNISHED METER BOXES. 14, PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #5). 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE AFTER FINAL PAVING IS COMPLETED. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, TP-C1'.'1UC 1PROVK'M (!F 9EST1 WDAMSPECIFICATIONS OF THE CUCAb"GA COUIM ATER D15TF= 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF CONSTRUCTION, 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 483-7440, TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF'AS-BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL ACCEPTANCE OF ANY SYSTEM. 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 24. WATER SERVICE (DOMESTIC OR FIRE) LINES 2 -INCH AND BELOW TO BE TYPE 'K' SOFT COPPER TUBING AND 2112 -INCH AND ABOVE TO BE SCHEDULE 40 STANDARD STEEL. P R.LIC WATER IMPROVEMENT PLAN VICTORIA GARDENS CFD 2003-01 B PARCEL MAP IVO. 15716-1 CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS 'CONSTRUCTION. THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. UTILITY CONTACTS CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS GENERAL TELEPHONE 1400483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800427-2200 RES. 216 N. EUCLID AVENUE 1-800427-2000 COMM. ONTARIO, CA 91762 Irvine, CA 92614 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD FAX: 949 251-0516 RANCHO CUCAMONGA, CA 91730 LINE 'B; 'F ,GG & F METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LINE 'E' & 'F LA VERNE, CA 91750 LINE 'B' 'G' & 1C SOUTHERN CALIFORNIA EDISON COMPANY 1(800) 655-4555 7951 REDWOOD AVENUE LINE F 'J' &'IC FONTANA, CA. 92366 LINE 'B' 'G' & 'R' CHARTER COMMUNICATIONS CORP. (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA. 92407 DETAILS BASIS OF BEARINGS THE BEARING OF N 89'55'01"W FOR THE CENTERLINE OF FOOTHILL BOULEVARD AS SHOWN ON PARCEL MAP NO. 15641, P.M. B. 192193-100, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. HYDRAULIC NOTE HYDRAULIC BASE GRADE ELEVATION IS 1,405 FEET NOTE, CONTRACTOR TO VERIFY THE FOLLOWING: 1) EXISTING ELEVATIONS AND LOCATIONS OF WATER MAINS PRIOR TO START OF CONSTRUCTION. 2) VERIFY BUILDING SERVICE LATERAL SIZE, INVERT, AND LOCATIONS SHOWN WITH MECHANICALIPLUMBING ENGINEER PRIOR TO CONSTRUCTION. 4) VERIFY WITH STRUCTURAL ENGINEER, SIZE AND LOCATIONS OF FOOTINGS OF PROPOSED BUILDINGSIWALLS IN COORDINATION WITH WATER MAIN LINES AND SERVICES WITHIN 19 OR LESS Q�pF ESS /p,�,9 �c0 'i C No. 20596 �^ m Exp. 9-30-05 qTF � CA4v��C� Victoria Gardens-C, LLC - A California Limited Liability Company - 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2' BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 198-' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT DESCRIPTION DATE SOUTHERLY END OF CATCH BASIN 2 FT. NORTH PP'D OF CURB RETURN. I Im I TRACT j TRACT TRACT q NO. 16312 1 NO. 16313 NO. 14370 TRACT I t O. 16373 z TRACT 5 NO. 16372 CHURCH STREET CFD 2001-01B ( I -- -------------------------------- ti ------``` Cr ---------------------------PUBLIC WATER PER -------- Z ---------- ` +-------1� --- I CULTURAL CENTER DRIVE AND `a PAVILION I m LINEA' 5 GARDENS 69 PSI ARBOR LANE IMPROVEMENT PLANS I Ix PLACE 1246,05 FS CULTU L CENTER DRIVE (PUBLICS CULTURAL C NTER DR. PRIVATE (PRIVATE) 67 PSI - ' 1243.62 FS a 4 LINE'C > m LINE 13' 3 W LINED' ` 4 S LMlE'E' q a z it LINE'F 6 LINE'S 7 LINE'J' $ N.A.P. L) NORTH ~4IS'TREET (PRIVATE) Q W 6 LINE T'LINE'Q' 7 a ° 0 > ' W LINE'G' 6 LINE 13' 6 w LINED' . 7 W 8 LINE *E` w a s LINE'P' I pp > Cr J LINE'H' LINE'H' 0 > 11 LINE V to o a Q SOUTH UNE'H' 9 0 5 LINEN' 10 Ly,�'T 1 L1NE'E' CL W LINE 13, 9 ui 1fl LINE b 0 LINE "G' 6' M 11 LINE'S' cc 0 10 LINE'M' J d LIFE VERSAIL LCSST. Q d (PRIVATE) LINE 10 / 9 LINE 1c' 1 t LME x' F/ L11 'Q` 12 ' LMVE'B' ,43 LINE 1Y 1'3 � VICTORIA GARDENS LANE CFD 2003-01A ` �' 79 PSI 1213.60 FS 84 PSI 1213.37 FS LINER' 1 s e Off 1 89 PSI 1 LINE '12' 14 1200.04 FS t ? -- �` FOOTHILL BOULEVARD (ROUTE 66) CFD 2003-018 a 1 V1 1 TY MAP NOT TO SCALE PLANS PRUP D UNDER SUPERVISION OF STANLE MORSE DATE R.C.E. 20596 ti ON vl ' 0 S.13 Off C12• 1 C/'►C�II'1 M O R S E PROPOSED WATER MAIN LINE Fff-5 ------------ EXISTING WATER MAIN LINE Irvine, CA 92614 - - - - - CFD WATER MAIN LINE PER SEPARATE PLAN 3$00 FAX: 949 251-0516 SEWER MAIN LINE LINE 'B; 'F ,GG & F 0 PROPOSED FIRE HYDRANT ASSEMBLY AREA -1 LINE 'E' & 'F CFD FIRE HYDRANT ASSEMBLY PER SEPARATE PLAN LINE 'B' 'G' & 1C ----------------- BUILDING FIRE SERVICE LINE 11- LINE F 'J' &'IC STORM DRAIN MAIN LINE LINE 'B' 'G' & 'R' 13- STREET CENTER LINE 14- LINE R' CURB & GUTTER DETAILS ® PROPOSED METER AND BOX 17- ® PROPOSED METER BOX ONLY (METER TO BE 11 9. INSTALLED BY FUTURE TENANT) LF ® IRRIGATION METER AND BOX REMOVE EXISTING PUBLIC WELD CAP AND JOIN O1 PUBLIC CONSTRUCTION NOTE 12. ❑1 PRIVATE CONSTRUCTION NOTE 34 M O R S E 17320 Redhill Ave. 2- Suite 350 D O K I C H Irvine, CA 92614 1 I Voice: 949-251-8821 S C H U L T Z FAX: 949 251-0516 6- LINE 'B; 'F ,GG & F PLANNERS_ENGINEIRS SURVEYORS i INDEX MAP SCALE: 1"=350' SHEET INDEX 1- TITLE SHEET 2- DETAILS 3- LINE 'B' 4- LINE 'C' & 'D' 5- LINE 'A' 'C' & 'D' 6- LINE 'B; 'F ,GG & F 7- LINE 'D F' H' Q 8- LINE 'E' & 'F 9- LINE 'B' 'G' & 1C 10- LINE 17' 'K' 'M' N'S' & T 11- LINE F 'J' &'IC 12- LINE 'B' 'G' & 'R' 13- LINE 'D' 14- LINE R' 15- DETAILS 16- DETAILS 17- DETAILS L TOLL FREE 00-422-4133 EAST M DAY$ YOU OIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA FIRE DEPARTMENT CONNECTION (SEE SHT. NO. 17 FOR WHICH BUILDINGS BEING SERVED) DOMESTIC METER AND BACKFLOW PREVENTER BUILDING NO. APPROXIMATE AREA BEING SERVED BY IRRIGATION CONNECTION TO PUBLIC WATER SYSTEM FIRE DETECTOR CHECK VALVE WITH P.I.V. APPROXIMATE BOUNDARY OF AREA BEING SERVED BY IRRIGATION CONNECTION TO PUBLIC WATER SYSTEM APPROVED FIRE PROTECTION DISTRICT S121147 DAT RANCHO CUCAMONGA FI DATE APP VED - �� "� DESIGNED BY BY _ - -- -- B.J.B. ASSISTANT GENERAL MANAGER/CO CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 SCALE AS SHOWN DISTRICT DRAWN BY B.J.B. WORK ORDER No. DP 5859 22948 CHECKED BY C.C.W.D./HB ATLAS No. 2311 2312 2411 PUBLIC CONSTRUCTION NOTES & ESTIMATED QUANTITIES # WATER IMPROVEMENTS UNIT QUANTITY 1. INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN LF 9,000 2. INSTALL PUBLIC 8'-10 GAGE CML & C WATER MAIN LF 6,770 3. INSTALL PUBLIC 12'45* FLANGED ELBOW EA 11 4. INSTALL PUBLIC 12"22.5* FLANGED ELBOW EA 1 5. INSTALL PUBLIC 12" 11.25' FLANGED ELBOW EA 6 6. CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. N0. 11 & 11A EA 128 7. INSTALL PUBLIC WELD CAP EA 8 8. INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO. 2** EA 11 9. INSTALL PUBLIC 2' IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2** LF 550 11. REMOVE EXISTING PUBLIC WELD CAP AND JOIN EA 13 12. INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 EA 34 13. INSTALL PUBLIC 8" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 EA 27 14. INSTALL PUBLIC 12"X 12"X 8" FLANGED TEE EA 4 15. INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 EA 60 16. INSTALL 12' X 12" X 12" FLANGED TEE EA 2 17. INSTALL PUBLIC 8"450 BEND FLANGED ELBOW EA 7 18. INSTALL PUBLIC 12"X 8"X 12"X 8' FLANGED CROSS EA 6 19. INSTALL PUBLIC 12" X 12' X 12' X 12" FLANGED CROSS EA 3 20. INSTALL PUBLIC 8"22.50 FLANGED ELBOW EA 1 21. INSTALL PUBLIC 8" 11.25° FLANGED ELBOW EA 8 23. INSTALL 8" X 8'X 8" FLANGED TEE EA 7 24. INSTALL PUBLIC 8' X 8" X 8" X 8" FLANGED CROSS EA 1 25. INSTALL PUBLIC 4' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B LF 15 26. INSTALL PUBLIC 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B LF 420 27. INSTALL PUBLIC METER MANIFOLD PER DETAIL SHT. NO.2 EA 29 29.1 INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B LF 260 30. INSTALL PUBLIC 1' DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 EA 5 31. INSTALL PUBLIC 1.5' DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 EA 6 32. INSTALL PUBLIC 2' DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. N0. 2 EA 17 33. INSTALL PUBLIC 3' DOMESTIC METER AND BOX KR C.C.W.D. STD. DWG. N0. 2B EA 6 36. INSTALL PUBLIC 8' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. N0.88 LF 300 37. INSTALL PUBLIC 2" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2- EA 6 38. INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO.2' EA 46 39. INSTALL PUBLIC 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B LF 40 40. INSTALL PUBLIC BLOW -OFF ASSEMBLY PER C.C.W.D. STD. DWG. NO.6 EA 2 41. INSTALL PUBLIC 8" FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. SWG. NO.8 EA 3 84. INSTALL PUBLIC 6' FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. SWG. NO.8 EA 4 PRIVATE CONSTRUCTION NOTES & ESTIMATED QUANTITIES # WATER IMPROVEMENTS UNIT QUANTITY 42. INSTALL DRY STAND PIPE PER DETAIL SHT. NO. 17 EA 3 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B LF 3,500 47. INSTALL INCOMING FIRE PROCTECT10N SERVICE PER DETAIL SHT. NO. 17 EA 38 49. INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A LF 6,150 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A LF 11,800 59. INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B LF 1,590 64. INSTALL PRIVATE 1.5' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A LF 1,700 65. INSTALL PRIVATE 1" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A LF 1,120 69. INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE EA 21 70. INSTALL PRIVATE 1" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A EA 5 71. INSTALL PRIVATE 8" X 6' REDUCER EA 14 72. INSTALL PRIVATE 2" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A EA 23 73. INSTALL PRIVATE 3" DOMESTIC FEBCO MODEL 880V REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A & 2B EA 44 74. INSTALL PRIVATE 4" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B EA 1 75. INSTALL PRIVATE WELD CAP EA 50 76. INSTALL PRIVATE 8" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO, 8B EA 13 77. INSTALL PRIVATE 8" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER PER C.C.W.D. STD. DWG. NO. 8B; TO INCLUDE UL LISTED GATE VALVES, SIAMESE NRS GATES, FM APPROVED LESS GATE AND 2 TAMPER SWITCHES EA 1 78. INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B LF 1,790 79. INSTALL PRIVATE 8" X 4" REDUCER EA 8 80. INSTALL PRIVATE 1.5" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A EA 6 81. INSTALL PRIVATE 6' FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B EA 1 82. INSTALLL PRIVATE 6" X 6' X 6' FLANGED TEE EA 1 83, INSTALL PRIVATE 6" X 4" REDUCER EA 2 85. INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 EA 11 86. INSTALL PRIVATE V-12 GAGE CML & C WATER MAIN LF 850 87. INSTALL PRIVATE 8"-10 GAGE CML & C WATER MAIN LF 1,150 L I I NOTE: REMOVAL OF ON SITE EXISTING 30" CML & C WATER MAIN PER GRADING, PAVING, AND DRAINAGE PLAN PUBLIC METER TO BE INSTALLED BY FUTURE TENANTS PUBLIC IRRIGATION METER AND SERVICE SIZE TO BE VERIFIED BY IRRIGATION CONSULTANT PRIOR TO CONSTRUCTION BY CONTRACTOR OAMONGA COUNTY WATER DISTRICT DRAWIFm No. PUBLIC WATER IMPROVEMENT PLAN FOR � U71 VICTORIA GARDENS, CFD 2003-OIB oo3-w32-1 TITLE SHEET ISHT. 1 oF17 S f w -z "I 2 0; �� ! C I �y D,,4 c� I ---D 0 I:\46606\IMPLANS\C1-01.dwg 8/27/03 CML do C PIPE SIZE PER PLAN CML do C PIPE SIZE PER PLAN CML do C PIPE SIZE PER PLAN 45 FLANGED ELBOW SIZE PER PLAN ' DETAIL 'A -T N.T.S. 45" FLANGED ELBOW SIZE PER PLAN DISTANCE PER PLAN THIS POINT SHOWN AS C INT. ON PLANS 45' FLANGED ELBOW SIZE PER PLAN CML do C PIPE SIZE PER PLAN CML do C PIPE SIZE PER PLAN W W W W 12 I 1r w ' ` FINISH SURFACE I Z 7 i i 5 12" 0 4 8 9 ----- -------— 10 SLOPE TO METER — 6" TEE11 6" FLANGE CML & C WATER MAIN CENTERLINE NOTES: (SIZE PER IMPROVEMENT PLAN) 4. 6" CML d C DOMESTIC SERVICE MAIN - 12 GAUGE 5. 6" VALVE BOX AND ASSEMBLY 7. CLEARANCE LINE 8. TYPE 'K' SOFT COPPER TUBING, NO SPLICING 9. BALL ANGLE METER STOP, MUELLER B-24276 10. BALL CORPORATION STOP, MUELLER B-25028 11. 6" SCHEDULE 40 STEEL PIPE W = SEE IMPROVEMENT PLAN 45 STEEL MAMFOLD ASSEMBLY DETAL 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS II AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH PER CITY RANCHO CUCAMONGA STD DWG. 120 3/4 : 1 SLOPE OR GREATER OR ADEQUATE SHORING PIPE SUBGRADE UNDISTURBED NATIVE MATERIAL SHAPED TO ACCOMODATE BOTTOM OF PIPE 45 FLANGED ELBOW SIZE PER PLAN DETAIL 'A- 2' N.T.S. THIS POINT SHOWN AS INT. ON PLANS * DISTANCE PER PLAN CML do C PIPE SIZE PER PLAN STREET CENTERLINE FRONT OF CURB _ (SIZE PER IMPROVEMENT PLAN) I CML & C WATER MAIN CENTERLINE I (SIZE PER IMPROVEMENT PLAN) i GUTTER 5 (SIZE PER IMPROVEMENT PLAN) — r,"TEE 6" FLANGE W W i BACK OF CURB _ (SIZE PER IMPROVEMENT PLAN) 4. 6" CML 6 C DOMESTIC SERVICE MAIN - 12 GAUGE 5. 6" VALVE BOX AND ASSEMBLY 7. CLEARANCE LINE 8. TYPE 'K' SOFT COPPER TUBING, NO SPLICING 9. BALL ANGLE METER STOP, MUELLER B-24276 10. BALL CORPORATION STOP, MUELLER B-25028 11. 6" SCHEDULE 40 STEEL PIPE W = SEE IMPROVEMENT PLAN 3/4 : 1 SLOPE —OR GREATER OR ADEQUATE SHORING COMPACTED BACKFILL GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL N W r z CD — IV W a SEWER AND WATER MAIN NOTE: COMPACTION SHALL BE 907. IN ALL ZONES UNLESS OTHERWISE SPECIFIED TRENCH STABILITY SHALL CONFORM TO CAL—OSHA REQUIREMENTS TYPICAL TRENCH SECTION STD. DWG. N0. 30. NOTES: 6" MIN 8" MAX J J W � m 3C J m 0.6"D" GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL I f STORM DRAIN DETAIL - WATER CROSSING UNDER STORM DRAIN NTS PROPOSED CURB PUBLIC FIRE SERVICE LINE (SIZE PER PLAN) VAR.' 1 12" PUBLIC DOMESTIC OR IRRIGATION METER (SIZE PER PLAN) PROPOSED CURB PRIVATE BACKFLOW PREVENTER (SIZE PER PLAN) FIRE SERVICE PUBLIC I1+�;3�J STANDARD STEEL RISERS PRIVATE FIRE SERVICE LINE (SIZE PER PLAN) PRIVATE PRIVATE REDUCED PRESSURE pp % BACKFLOW PREVENTER (SIZE PER PLAN) ob / 0 Y mSTANDARD STEEL RISERS I i PUBLIC DOMESTIC OR IRRIGATION SERVICE LINE (SIZE PER PLAN) I PUBLIC DOMESTIC OR IRRIGATION METER BOX (SIZE PER PLAN) PRIVATE DOMESTIC OR IRRIGATION SERVICE LINE _ (SIZE PER PLAN) DOMESTICARRIGATION SERVICE PUBLIC/PRIVATE WATER INSTALLTION DETAIL NTS CURB BAND WIDTH VARIES FROM 6" TO 12"; SEE PAVING, GRADING A DRAINAGE PLAN •• PUBLIC WATER CONTRACTOR TO INSTALL PUBLIC FIRE SERVICE LINE 5' PAST BACK OF CURB; PRIVATE WATER CONTRACTOR MAY REDUCE THIS LENGTH TO ACCOMODATE LOCATION OF PRIVATE BACKFLOW PREVENTER PER PLAN FINISHED SURFACE I I I I III III �I I I i i i I ( I i i i I I I i i i MINIMUM Z.5 COVER PRIVATE WATER SERVICE MINIMUM 1.0' SEPERATION PUBLIC WATER SERVICE PRIVATE AND PUBLIC WATER CROSSING (TYPICAL) NTS bETQ 11.... 'A-3' BENCH MARK PLANS RED NDER SUPERVISION OF ,.MORSEDATE A ROVED - "�3 CITY OF RANCHO CUCAMONGA 17320 Redhill Ave. DESIGNED BY DRAWN BY CHECKED BY DRAWING No. BENCHMARK N0. 10051, ELEV.: 1300.686 . � Suite 350 BY _ mAMONGA COUNTY WATER DISTRICT SET 2" BRASS DISK IN CONC. CURB D o K I t N Irvine, CA 92614B.J.B. B.J.B. C.C.W.D./HB PM ASSISTANT GENERAL MANAGER c00 PUBLIC WATER IMPROVEMENT PLAN FOR LR�EV STAMPED "CITY OF RANCHO CUCAMONGA BM STA L C. MORSEvoice: 949 2s1 aa21 SCALE WORK ORDER ATLAS No. 10051 1987' AT THE NORTHWEST CORNER OF LINE ROAD AND SWANSON PLACE 0.25 m r a c x u �r z PAX: 949 251-0516CUCAMONGA COUNTY WATER DISTRICT P �` ICTORIA GARDENS, CFD 2003 O1B 0�3— W32--2- MILES WEST OF ETIWANDA AVENUE, AT = ENGINEERING DEPARTMENT No 2311 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH -2 Q3 20596 P'l A N N E R S E N G I N E E R i SURVEYORS 10440 ASHFORD ST. , CUCAMONGA, CA. 91730AS SHOWN D 5859 2312 SHT.2 OF DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987_2591 22948 2411 DETAILS `\�-� � O� L. � � C � � y Dw � 191 I•\ 4fifiOfi\ IMPI ANS\ WT 1-(l7 �iwn 9 / 1.5 /P.3 TEE 126+02.35 LINE 'B' PROPOSED 48" SID PER CFD 2001-01B PROPOSED 12' CML & C WATER PER CFD 2001-018 -- -------------------------------------------------------------------------------------------------------------------------------------------------- EXISTING 30" CML k C WATER MAIN PER WORK ORDER NO. 4109 TO BE REMOVED PER PRIVATE PAVING, GRADING, AND DRAINAGE PLAN PARCEL BOUNDARY PER PARCEL MAP NO. 15716-1 AND PROPOSED R/W PROPOSED LEECH FIELD PER PRIVATE STORM DRAIN PLAN PROPOSED 15' SEWER PER CFD 2001-01B EXISTING 15' VCP SEWER MAIN PER WORK ORDER NO. 3156 TO BE REMOVED PER PRIVATE PAVING, GRADING, AND DRAINAGE PLAN PER PUBLIC CULTURAL CENTER DRIVE AND ARBOR LANE IMPROVMENT PLAN EXISTING 1-T VCP SEWER _ MAIN PER WORK ORDER NO. 3156 TO BE REMOVED PER PRIVATE PAVING, GRADING, AND DRAINAGE PLAN PROPOSED 8' CML do C WATER DCD DI IDI 1!` /1I 11 T IDAI !'C►ITCD rWDRIC C.1 P.U.E. PROPOSED FIRE, HYDRANT PER PUBLIC CULTURAL £f#1ER -DRW -___ AND ARBOR LANE IMPROVMENT PLAN 21' 21' 7' 11' DETAIL '8-1' SEE SHT. N0. 15 _ PROPOSED CURB 1233.14 INV. 12" WAT. -* — — — — -- — — --I AND GUTTER 1228.31 TP 12' SD 4.83'± CLR. I 1236.95 FS FUTURE ENTRANCE --t - - 1232.74 INV. 12' WAT. I I 1226.84 TP 12" SD 5.90 t CLR. 1236.45 FS I 34+02.69 IJ V Ilk L SEE SHEET NO. 6 SEE SHEET NO. 6 PROPOSED 8' SEWER PER PUBLIC CULTURAL CENTER DRIVE AND ARBOR LANE IMPROVMENT PLAN ON ST. It � 1 0 W W U) W W CONSTRUCTION NOTES INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN I © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A ., < 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN _ 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 DIAL TOLL FREE GRAPHIC SCALE � = 1-800-422-4133 ' 43 INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. 0 20 40 80 160C.W.D. STD. DWG. NO. 8B AT LEAST M DAYS 49 INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A A ` — > O 51 INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A (IN FEET) ® INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 1 inch= 40 ft. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK PLANS RED NDER SUPERVISION OF DATE APP VED �' 3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. cmc of RANCHO cucAMONCA Y. M o R s E 17320 Redhill Ave. U A M O N G A COUNTY WATERDiSTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 Suite 350 BY B.J.B. B.U.B. C.C.W.D./HB SET 7 BRASS DISK IN CONC. CURB o O K C M Irvine, CA 92614 ASSISTANT GENERAL MANAGER COO PUBLIC WATER IMPROVEMENT PLAN FOR ) e>7(o- Q STAMPED "CITY OF RANCHO CUCAMONGA BM STA L C. MORSE' Voice: 949-251-8821 10051 NE R D THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. VICTORIA GARDENS,CFD 2 -' wBASE LINE ROAD AND SWANSON PLACE 0.25 � S C N U LT Z FAX: 949 251 0516ENGINEERING DEPARTMENT 003 01 B003 32-3 _ DP 5859 2312 MILES WEST OF ETIWANDA AVENUE, AT �� � " � - SOUTHERLY END OF CATCH BASIN 2 Ff. NORTH Q-2 �3 20596 P L A N N E R S E N G I N E E R S SURVEYORS 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN t REV. DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987_2591 22948 241 1 LINE B SHT. 3 OF 1 7 Shc-i 4 o -V 2� , , (9 l� I'\ 4fifi()fi\ IMPI ANS\ M'11—P.3 riven 9/1 /n.3 7 cc ti r - O z a J W a m M 0 !V U- 0 C z W D a c� GC O V Qz CL i>— W 2 W O W. CL m CeW H ccU J CL I 1 - - - - - - - - - - - I -------------------------------------------------- ------------r.------------------------� rrr- --rte-----r-------------------------------r---------------------------- --------------------------------- EXISTING 301' CML do C WATER I EXISTING 30" CML 8C C WATER MAIN PER WORK ORDER N0. MAIN PER WORK ORDER NO. I 4109 TO BE REMOVED PER _ 4109 TO BE REMOVED PER PRIVATE PAVING, GRADING, PRIVATE PAVING, GRADING, AND DRAINAGE PLAN AND DRAINAGE PLAN _ I I PROPOSED R/W 94' 47'47' o t t. 25' 22' 22' 25' I LINE 'W2' LINE 'W1 • PROPOSED 12' CML do C WATER PROPOSED 1 T CML do C WATER PER PUBLIC CULTURAL CENTER DRIVE PER PUBLIC CULTURAL CENTER DRIVE AND ARBOR LANE IMPROVMENT PLAN AND ARBOR LANE IMPROVMENT PLAN I I INT. PROPOSED 36' STORM DRAIN 24+49.47 CULTURAL CENTER DRIVE PUBLIC AREA 2 IRRIGATION CONNECTION PER PUBLIC CULTURAL CENTER DRIVE AND ARBOR LANE IMPROVMENT PLAN 4+79.60 ARBOR LANE PUBLIC rn TO PUBLIC WATER MAIN PER PROPOSED 8" SEWER I m z (PUBLIC) SEPARATE PLAN PER PUBLIC CULTURAL CENTER DRIVE a PROPOSED PUBLIC STORM n ONDST. t LANE IMPROVMENT PIAN I DRAIN EASEMENT to N 1236.39 INV. T WAT. 1233.91 TP 8" SEW. 2.48'± CLR. F INT. 24+49.47 CULTURAL CENTER DRIVE I 28+25.72 KEW AVENUE (PRIVATE) SEE SHEET NO. 7 CONSTRUCTION NOTES Ol INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN © INSTALL PUBLIC 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B INSTALL PUBLIC 8'-10 GAGE CML & C WATER MAIN ® CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A 43 INSTALL PRIVATE 8' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 0 INSTALL PUBLIC WELD CAP 46 INSTALL PRIVATE 8' FIRE FEBCO MODEL 870V DOUBLE CHECK BACKFLOW PREVENTER 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 88 12 INSTALL 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 47 INSTALL INCOMING FIRE PROTECTION SERVICE PER DETAIL SHT. NO. 17 13 ' 65 INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 PROPOSED CURB INSTALL PRIVATE 3' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 51 INSTALL PUBLIC 12' X 8" X 12" X 8" FLANGED CROSS 59 INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W. . STD. DWG. NO. 8B AND GUTTER cn �317 34' R ♦ y 5 21 13' - t 65 75 s UNE D 47 59 ' �' ' W79 �- 79 _.. 71 W - } .: _ 1234.27 1W.11" WAT. 5 75 F lk Fl T7 5k " rKt h� 1232.00 TP 12" SD I 82 47 59 . CONTRACTOR TO VERIFY LOCATION AND SIZE, 2.27± CLR. I 78 OF BUILDING FOOTINGS PRIOR TO CONSTRUCTION LU 1237.95 FS I I I IN COORDINATION WITH SERVICE LOCATION Lj W y; = 49 Ell DETAIL 'g_3, SEE SHT. NO. 15 .f r. k' t --___- ------- --------------SO A1 - _ _ I SEE SHEET NO. 7 CONSTRUCTION NOTES Ol INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN © INSTALL PUBLIC 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B INSTALL PUBLIC 8'-10 GAGE CML & C WATER MAIN ® CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A 43 INSTALL PRIVATE 8' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 0 INSTALL PUBLIC WELD CAP 46 INSTALL PRIVATE 8' FIRE FEBCO MODEL 870V DOUBLE CHECK BACKFLOW PREVENTER 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 88 12 INSTALL 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 47 INSTALL INCOMING FIRE PROTECTION SERVICE PER DETAIL SHT. NO. 17 13 INSTALL 8' RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 49 INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 51 INSTALL PRIVATE 3' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 18 INSTALL PUBLIC 12' X 8" X 12" X 8" FLANGED CROSS 59 INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W. . STD. DWG. NO. 8B 65 INSTALL PRIVATE 1' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 69 INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE 71 INSTALL PRIVATE 8" X 6" REDUCER 75 INSTALL PRIVATE WELD CAP 78 INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD, DWG. NO. 8B 79 INSTALL PRIVATE 8" X 4" REDUCER 82 INSTALL 6' X 6" X 6" FLANGED TEE 83 INSTALL 6' X 4" REDUCER 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch= 40 ft. 160 SEE SHEET NO. 7 O Z W W W W O Z W W Z W W U) L TOLL FREE 00-422-4133 EAST r*O DAY'S tsttURE TW DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK PLANS RED NDER SUPERVISION OF DATE APPR VED - rd- DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA MORSE 17320 Redhill Ave. _A M 0 N G A COUNTY WATER DISTRICT • BENCHMARK NO. 10051, ELEV.: 1300.686 Suite 350 BY _ _ B.J.B. 40�. B.J.B. C.C.W.D./HBP SET 2" BRASS DISK IN CONC. CURB D 0 K I C H Irvine, CA 92614 ASSISTANT GENERAL MANAGER/C00 PUBLIC WATER STAMPED CITY OF RANCHO CUCAMONGA BM IMPROVEMENT PLAN FOR STA L C. MORSE � � voice: 949-251-8821 Q 10051 NE R D THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT SCALE NOoRK ORDER ATLAS No. VICTORIA GARDENS,o03-w32SCHUITZ FAX: 949251OS16 CFD BASE LINE ROAD AND sWANsoN PLACE 0.25 _ ENGINEERING DEPARTMENT DP 5859 23� 2 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE g-2-03 R.C.E. 20596 P L A N N E R S E N G I N E E R S SURVEYORS 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN 22948 241 1 ' ' SHT. 4 OF171 REV. DESCRIPTION DATE PP'D OF CURB RETURN. (909) 987-2591 LINE C & D 1•\ 46S0fi\ IMPI ANS\ W11-04 dwn 9 /15/R. Z a Q LU M� •-W M/ O O N it LA - 'V C Z LU Q Q O F-- tJ Z CL F— Z LU W O a LU H 0 J ca i1Z C ST. INT. N. 50+91.57 CHURCH STREET PUBLIC 13+16.40 PAVILION GARD04S LANE (PRIVATE) PROPOSED 30' CML do C WATER PER CFD 2001-01A EXISTING 3T CML & C WATER PER WORK ORDER N0. I PROPOSED \W CW do C WATER TEE49+84.31 CHURCH STREET 4109 __ _ -.- _-. 1 PER CFD 2001=418 12+83.31 LINE 'A' ---------------------------- L-------------------------—�---- — — ' �— \a— — — — — — — — — — — — .a— — — — — — — — — — — — — ——------------------rr r ---- ----—.r--- --- ----- — —— — — — --- PURIC ---_-__�_ -- EXISTING CML do C WATER -- — _ _ _ MAIN PER WORK ORDER N0. 11 12+36.57 _-_-_ 4109 TO BE REMOVED PER 12+34.95 EC% . e(/ PRIVATE PAVING, GRADING, R/�gfiE - -- -- - �— AND DRAINAGE PLAN PARCEL BOUNDARY PER - {� e=2x43'2 PARCEL MAP NO. 15716-1 f 1 I I R=230.00' L=87.21' • USE 20' STICKS O PROPOSED R/W - - - -- --- - --- I _ y UNE IN WM �, fi�5 ,.3,� �, - _ u y� a} L x t .28 BC z - � - PROPOSED 8' SEWER PUEW I PER CFD 2001-01B �. `�' ter PROPOSED 12" CML do C WATER io W I PER CFD 2003-01A _ _.. W PROPOSED CURB 124' AND GUTTER 1 gym+ rip PROPOSED 66' SD PER CFD 2003-01A CONSTRUCTION NOTES SEE SHEET NO. 8 SEE SHEET NO. 8 Ql INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN Q3 INSTALL PUBLIC 12" 45° FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO.2 O9 INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 12 INSTALL 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG, NO.3 16 INSTALL PUBLIC 12" X 12"X 12" FLANGED TEE 43 INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 88 51 INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 62 INSTALL PRIVATE 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 63 INSTALL PRIVATE 2" IRRIGATION FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D. STD. DWG. NO. 2A 64 INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 6 2A 75 INSTALL PRIVATE WELD CAP 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch= 40 ft. 160 L TOLL FREE 00-422-4133 EAST TWO DAYS tett ORE TUU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK DATE APPR VED �� DESIGNED BY DRAWN BY CHECKED BY DRAWING No. PLANS RED NDER SUPERVISION OF r rx ax.; M oft s E 17320 Redhill Ave. U A M O N GA COUNTY WATER DISTRICT CfTY OF RANCHO CUCAMONGA - BENCHMARK NO. 10051, ELEV.: 1300.686 Suite 35o BY _ _ — B.J.B. B.J.B. C.C.W.D./HB SET 2" BRASS DISK IN CONC. CURB _.___ k D O K 1 C H Irvine, CA 92614 ASSISTANT GENERAL MANAGER�C00 PUBLIC WATER STAMPED "CITY OF RANCHO CUCAMONGA BM = _ IMPROVEMENT PLAN FOR Fj% 1 (e --I 10051 1987' AT THE NORTHWEST CORNER OF STA L C. MORSE Voice: 949-251-8821 SCALE WORK ORDER ATLAS No. VICTORIA GARDENS, BSLINE ROAD AND SWANSON PLACE 0.25 S C H u LT z FAX: 949-251-0516CUCAMONG ENGIE�RING P UNTY ATER DISTRICT 2311 MILES WEST OF ETIWANDA AVENUE, AT �? m- DE AR MENT NDP 5859 CFD 2003-OIB 003-W32� SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE g -2-D3 R.C.E. 20596 PLANNERS ENGINEERS SURVEYORS 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN 2294$ 241 1 ' ' SHT. 5 OF 7 REV. DESCRIPTION DATE PP'D OF CURB RETURN. (909) 987-2591 LINE A C & E A46606\IMPIANS\Wi1-05dwn 9/15/(1.3 i -� I rr f � Q P mz � - ---- - J W ..; - .: _ ,_ . •- ' i DETAIL 13-4' -1 ' 42' '` j . ` " L SEE SHT N0. 15 W_ __:.---- W PROPOSED CURB PROPOSED R - r E F :f- AND GUTTER 1 -, p "i. ..�.- I' r.- a ",'° f " r, �., �•�e . gi: ;J � ._._ -._ .__._. _...__._. _.___.__- .__-__._-___.-..__-. ___ -.-- --. .. _._.----._... _. -. -_.. .. _-__-._ .___.._._.------- _._..._.... ... .-' I 1 1231.34 W. 12• WAT. I I 1230.34 TP 12" SD i 3 1.00'± CLR. PUE I 1236.32 FSVI r I I � { CONSTRUCTION NOTES SEE SHEET NO. 8 SEE SHEET NO. 8 Ql INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN Q3 INSTALL PUBLIC 12" 45° FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO.2 O9 INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 12 INSTALL 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG, NO.3 16 INSTALL PUBLIC 12" X 12"X 12" FLANGED TEE 43 INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 88 51 INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 62 INSTALL PRIVATE 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 63 INSTALL PRIVATE 2" IRRIGATION FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D. STD. DWG. NO. 2A 64 INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 6 2A 75 INSTALL PRIVATE WELD CAP 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch= 40 ft. 160 L TOLL FREE 00-422-4133 EAST TWO DAYS tett ORE TUU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK DATE APPR VED �� DESIGNED BY DRAWN BY CHECKED BY DRAWING No. PLANS RED NDER SUPERVISION OF r rx ax.; M oft s E 17320 Redhill Ave. U A M O N GA COUNTY WATER DISTRICT CfTY OF RANCHO CUCAMONGA - BENCHMARK NO. 10051, ELEV.: 1300.686 Suite 35o BY _ _ — B.J.B. B.J.B. C.C.W.D./HB SET 2" BRASS DISK IN CONC. CURB _.___ k D O K 1 C H Irvine, CA 92614 ASSISTANT GENERAL MANAGER�C00 PUBLIC WATER STAMPED "CITY OF RANCHO CUCAMONGA BM = _ IMPROVEMENT PLAN FOR Fj% 1 (e --I 10051 1987' AT THE NORTHWEST CORNER OF STA L C. MORSE Voice: 949-251-8821 SCALE WORK ORDER ATLAS No. VICTORIA GARDENS, BSLINE ROAD AND SWANSON PLACE 0.25 S C H u LT z FAX: 949-251-0516CUCAMONG ENGIE�RING P UNTY ATER DISTRICT 2311 MILES WEST OF ETIWANDA AVENUE, AT �? m- DE AR MENT NDP 5859 CFD 2003-OIB 003-W32� SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE g -2-D3 R.C.E. 20596 PLANNERS ENGINEERS SURVEYORS 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN 2294$ 241 1 ' ' SHT. 5 OF 7 REV. DESCRIPTION DATE PP'D OF CURB RETURN. (909) 987-2591 LINE A C & E A46606\IMPIANS\Wi1-05dwn 9/15/(1.3 REV. ;3 9 PROPOSED 48" SD PER CFD 2001-018 CONSTRUCTION NOTES Ot INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 0 INSTALL PUBLIC 8'-10 GAGE CML A C WATER MAIN INSTALL PUBLIC 12" 45° FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 t IIA 0 INSTALL PUBLIC WELD CAP ® INSTALL PUBLIC 2' IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO.2 0 INSTALL PUBLIC 2' IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 12 INSTALL PUBLIC 12' RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG, NO.4 SEE SHEET NO. 3 SEE SHEET NO. 3 - - - - - - - - - - - - - - - - - - - - - - - - - 51 64 ,..: I: 49 PUE ---------- - --- EXISTING 15' VCP SEWER 1 43 6s 43 69 - MAIN PER WORK ORDER N0. 3156 47 71 51 78 1 43 79 TO BE REMOVED PER ,.� PROPOSED CtM 64 PRIVATE PAVING, GRADING, 1229.43 INV.AND GUTTER AND DRAINAGE PLAN 13+71.03 LINE 'F' 39'59 - ST. INT. 23+86.50 LINE 'G' 18 3 0 26' 13'(229.76 IMV. 12' *AT. 13+89.03 NORTH MAINSTREET PRIVATE cn 19 7' 1228.26 TP 12SD " C ST. INT. I 121+07.42 DAY CREEK BOULEVARD (PUBLIC) 13+89.03 NORTH MAINSTREET PRIVATE to 1.51 CLR. 1235.07 FS TRAFFIC SIGNAL 23+93.50 MONTICELLO AVENUE (PRIVATE) �_ a 1228 77 INV } EASEMENT 1229.45 INV. 12" WAT. ro C) "q* 13+71.03 LINE 'F' ' 75 1227.50 TP 8" SS o4' 00 (o� W 23+86.50 LINE 'G' 1 PROPOSED CURB - S 24+44.50 7 1.95± CLR. AN�PGUR URB N N �N �, 47 O Uj 4.1 AND GUTTER It ST. INE. DETAIL 'A-2' o0 3 1234.75 FS 1s b 17+19.20 NORTH MAINSTREET PRIVATE PROPOSED CURB 1 Z ,,� Im 2 32+41.43 MONET AVENUE (PRIVATE) AND GUTTER 6 ' UJI SEE SHT. N0. 2 4J o _ 00 Z 00 �w _ - - - - 1229.78 INV. 12" WAT. _ m z g o / o i Z `� r,..• , . ,.._ -- _ i25.Bt TP 30' SD -- - - g+o' ..- u; 1 97 t CLR. - - W i 1 1 a a , , N t/ ' 13 1 `" _ 1235.93 FSLn �+ - - 1 - a 89'55'01". W a _^ __ -v__ 1 213.46' S o I 1 W N 89'55'01" W u; J N 1 12 _ N ___ 30 30 30 30 0 30 30 3.0 30 3d 3 V♦ 13+27.03 I I ~ .00�_ N ,� r N r V) r✓) N V) 3 O _ 1 3 '�•� �+ t 1� '� '�' i.1 ,� 'h1 iv �' r r PUE r r r_ r- `" ��d,55 �� I ) ii Rt �d(in aa�r�n } Ind 9 r� •-� + + - _ _ I N _ U C) U v �o - - - - o V7 00 1[) N + fn itT r- U � t N U fl U co d N U 00 U �t U O> pp c0 N � � c°$ N � d s` [� v+ � LO Iq 00 O � L6 00 q p! Of � M � I M O CV * M O N � M L� N N - 00 t[) 00 40 O> 00 1n'0 � V7 11 N � � � _ p 00 � 00 � r j� - (�+ 0 O� 00 In 00 1n 00 V7 QI 00 V7 pp Uf� N N d N N NMN N NMN N N�N �+� N N N M N N M N C14 C14 N NSM ►) N�►7 M NSM I r 'b0 UU �, N N N N N N N N N N N N N N N N N N N N +1 0) a-- •-- �•- r•- r r- r r- r- r- r- •-- r r r .�. .. �. � 1� r r r r- 1 O 00 t(j� 1 N N �rnU ���M r 1 I N N _N N t VAR. -o- .=_- SE SHT. N0. 15 N `�'; , r PUE AIL 'B 6' 43 C M� DETAIL - �, 51 37' SKS SEE SHT. N0. PROPOSED CURB 15 47 75 X3 4' 3' 2 1 � , t228 43 INV AND GUTTER t 6' 18' 1227.32 TP 12" SD I -� - - - --- --- - -- - -- - -PUE •1. t 1 't CLR. ,y`�x ��I 1 i g 2 E - 1233.45 FS PARCEL BOUNDARY PER PARCEL MAP N0. 15716-1 2 15' VCP SEWER R=143.00' L=83.76' � - �- - � _ ._ � I � 71 AND PROPOSED R ; MAN PER WORK ORDER NO. 3156 1227.61 1N11. USE 20 STICKS -�. . 1229.05 INV. T WAT. TO BE PROTECTED IN PLACE 10+00.00 UNE 'P' 69 == --- - 1227.5 TP 12" SD } - _ - -- --- --, 30+61.46 LINE B I , 1.54E CLR -- - - - -_ - 132 52 IS 1 X27. - a 62 IW. �' WAT. 1 I 43 „ Y 43 47 124.72 TP 36" SD 9o't31, 71 W 51 75 X2 dr SEE b of I-- 3 _i W ' I " 1`225.98 IW. IrT T. 1 ; 'jt+,�' Ohl f 14T o Z 49 �. l i PROPOSED 15' SEWER � �; , ,Z PER CFD 2001-01B � � 4 1224.86 TR If SD 5 u-) 1227.92 INV. T WAT. M g 2:12'1 CLR. -, ' 1Y31.76 FS Z I 1226.42 TP 12" SD Z X 1.50'1 CLR. 15 6 21 +40. 122fi.84 1NV. tY WAT. 4 UNE '8'- _ 123188 FS'4225.37 - - - - - '4 3 22 7 TP .,� 29+64.91 - --- - _ UNE 'G' 1:47'± M. 6 r_ 47x3 Ilk I I J 51 69 , _ _:; 47 43 51 51 51 78 ± 71 _ L---- -- - - ---- 51 71 �, 1226.71 INV. 13' WAT. 49 65 75 X2 78 r ------------- -------------� - --- ------ --- --- - 1225.31 TP 12" SD 43 49 ' j 1.40'1 CLR. 47 ' 49 51 69 43 T231:25 FS - - `. I PROPOSED CURB -- - _ Z _ _ . - -- _ _ _ . '+ AND GUTTER 1226.46 INV. 12' WAT. i. �� i . 47 75 X3 _ 1223.14 TP 18" SD 75 X2 3.31'1 CLR. 1 W 2 1231.42 FS PUE- _r W i 1226.56 INV. Ir WAT. ra 1225.31 TP 12" SD i 80 1.251 CLR. - - - = -� -I M 'r PROPOSED CURB �� 1230.45 FS I I _ `rb. Cn c� AND GUTTER - i I I SEE SHT NO 17 _ .>UJI . y r- DETAIL B 17 . z b - W 75 ------------------- -----------------t-- ' 4 O 59 1225.73 W. If WAT. 15' Z 1 1223.15 TP 12" SD I 2.58± CLR. 1231.19 FS J - -- _ r. Q - m r , s 0SEE SHEET NO.9 SEE SHEET NO. 9 z 13 INSTALL PUBLIC 8' RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 14 INSTALL PUBLIC 12' X 12' X 8" FLANGED TEE 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 18 INSTALL PUBLIC 12" X 8" X 12" X 8" FLANGED CROSS 19 INSTALL PUBLIC 12' X 12' X 12' X 12" FLANGED CROSS 43 INSTALL PRIVATE 8' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 47 INSTALL INCOMING FIRE PROTECTION SERVICE PER DETAIL SHT. NO.2 49 INSTALL PRIVATE 2' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE UNE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATE PP'D OF CURB RETURN. PLANS JF0rARED_mUNDER SUPERVISION OF STANLW C. MORSE DATE g -2-D3 R.C.E. 20596 51 INSTALL PRIVATE 3' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 59 INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 64 INSTALL PRIVATE 1.5' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 69 INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE 71 INSTALL PRIVATE 8" X 6" REDUCER 75 INSTALL PRIVATE WELD CAP 78 INSTALL PRIVATE 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 79 INSTALL PRIVATE 8" X 4" REDUCER .,, MORSE 17320 Redhill Ave. . Suite 350 D O K I C H Irvine, CA 92614 1 r Voice: 949-251-8821 F 5 C H u L T Z FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS I,T11 DATE APPR ED BY _ ASST ANT GENERAL MANAGER 00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch= 40 ft. DESIGNED BY B.J.B. DRAWN BY I CHECKED BY B.J.B. C.C.W.D./HB 160 W a 121) Q 0O DIAL TOLL FREE 1-800-422-4133 Z • d AT LEAST TiMO DAYS Z BEFORE YOU OK's LLJ m UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O Ix CL U AMONGA WATER DRAWING No. COUNTY DISTRICT p W PUBLIC WATER IMPROVEM I - _ d 1A46606\IMPIANS\WT1-06dwn 9/15/0.3 ENT PLAN FOR VICTORIA GARDENS, CFD 2003-OIB l 57 I (10 oo3-w32-� SCALE WORK ORDER No. ATLAS No. 2311 AS SHOWN 2294859 2312 2411 LINE IBI 'Ft 'GI & IPI SHT. 6 OF 1 7 J 00 _ d 1A46606\IMPIANS\WT1-06dwn 9/15/0.3 _ _ _ _ _ fir "i f /C •_ 3.961 CLR. x LINE '0' ,� R - ` 1230.80 INV. 1 T WAT. 1235.72 FS �, _ . 1230.84 INV 12' WAT. 1228.05 TP 24" SD Z 3 5 5 42 5 2.751 CUR. 1 1 o,�' 2?791 CLR. 28.05 TP 24" SD 1235.65 FS 5 �o _ _ _.. _ 1235.59 M -r M Y. S 1STA. 23+52.94W ri W L + - - - - - -- c-, - _ N N' N NCN-- _ - - - -- -- - - .. ---- - --- -.--------. --- t r , t J 1 tQ N3'S501 r\ ?87:060 c" -$9'55'01 E 904.39' W LO 13 UJI /I .------- N89'55'01"W 186.00' - -` _ _ ____ _ - - _ . _------ U) _ � �-- '- a- � a < a '�� 1230.81 IMV 1T WAT. 3t� �$ 3� N 3N w 3pn ; 3 xj• " _ _. _ ; c3 - �� h 1227.41 TP 24 SD �" "' to 3 - cn oo i� ` i" i4 'ti r= 1x 3.40'± CLR. -14 = 0 3 N < PRIt> 4iE WA'�ER *' 3 �' _ �, '� N %' '�„ N i� 'E" 3 m `�' 8► 1235.77 FS NUS z `ocD - - 3 3 (q `oma 3 N `oma ?z�U'�' Elf U N M M tp 00 p N tp 171 O p�pp N pppp 1 M M Of 1� U d 0�0 •- b-, �V b> OQ m I- LO O) :I N � O d t� M N -H M t- N M �' $� N M rn i i N U �O >� 'bo ,ado � ,�v a' +1 c' p oo Q, ori p ai - �n Orn - �n of - ori of a i N 04 CO 00CN C14N�•j Z to d r7 •Z Z UTL c�j N2N r7 NSM p) N�M M N�M tp� N�M NOS N�r) U N N M N O N - - - cV M N N N N N N N N N N N N N N N tp tlp pp t 8 15 N N N N O ?I Le � ♦p N :I x_ N 04 M N M N N N SGV N N N 3r n 4 1 - � cn I PROPOSED WATER EASEMENT50E DETAIL ' B-7 oc------------ -: SHT. NO;. 15 1230.07 INV. 8" WAT. -. 1228.57 TP 12" SD +' 2 1.50'1 CLR. Q' �► 1234.29 FS -- - _ 43 N 89'55'01 W _.125.04, � INT. STA. - KEW hVENUEj+3:94 I ' I STA. UNAMED ST. 26+16.94 1 1228.49 INV. L --- - STA. UNE 'D' 21+49.95 ---------- - ---------- L- - - - - - - - - - -- STA. 21+22.95 ' 1229.63 INV. 12• WAT r STA. UNE 'Q' 27+53,94 - 1225.33 TP 12" SD 6 15 59 ` 51 75 X2 4.30'± CLR. X3 1233.62 FS , - - -- - --- -- - - - -- --- - -- - - - -- I a , 79 49 4 47 I 21, 21' t - ; I - --- _. - -- - --- ,.._.4ELECTRIC CONDUIT ' PROPOSED 69 i - - 75 X3 ---------- _ - .,, L----------- , .E 228INV. 8' WAT. i - __ .. _ _ ..._ 43 1226.97 TP 12" SD O ' i 6 STA 21+05. 1.51'± CLR. _ - - - -- - - - 1232.39 FS Z - r X2 00 _ 1228.28 W 8' WAT. ' W _ W 1222.23 TP 12" SD _ - - 6.05'± CLR. 1232 13 FS La 1 I R CONSTRUCTION NOTES O INSTALL PUBLIC 12"-10 GAGE CML 8 C WATER MAIN 2� INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN O5 INSTALL PUBLIC 12" 11.25° FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 12 INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 13 INSTALL PUBLIC 8" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 18 INSTALL PUBLIC 12" X 8" X 12' X 8" FLANGED CROSS 23 INSTALL 8' X 8" X 8" FLANGED TEE 42. INSTALL DRY STAND PIPE PER DETAIL SHT. NO. 17 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 47. INSTALL INCOMING FIRE PROCTECTION SERVICE PER DETAIL SHT. N0, 17 49. INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 59. INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 69: INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE 71. INSTALL PRIVATE 8" X 6' REDUCER 75. INSTALL PRIVATE WELD CAP 78. INSTALL PRIVATE 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 79. INSTALL PRIVATE 8" X 4" REDUCER INSTALL PRIVATE 6"-12 GAGE CML 8 C WATER MAIN 40 GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch= 40 ft. 160 00 O Z W W W W C0 00 ■ O Z W W W W U) L TOLL FREE 00-422-4133 EAST TiMO DAYS OU ORE YOU M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENCH MARK PLANS _ RED NDER SUPERVISION OF A zt MORSE 17320 Redhill Ave. DATE APP OVED -� DESIGNED BY DRAWN BY CHECKED BY U A M 0 N GA WATE DRAWING No. CITY OF RANCHO CUCAMONGACOUNTYR DISTRICT BENCHMARK N0. 10051, ELEV.: 1300.686A* lrvir sso BY _ B.J.B. B.J.B. C.C.W.D./HB M SET 2" BRASS DISK IN CONC. CURB _ D O K I l H Irvine, CA 92614 ASSISTANT GENERAL MANAGER coo - PUBLIC WATER IMPROVEMENT PLAN FOR F�`7 (d - STAMPED "CITY OF RANCHO CUCAMONGA BM STA L C. MORSE '� Voice: 949-251-8821 [R, 10051 NE R AT THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No.`TICTORIA GARDENS CFD 2003 O1B BASE LINE ROAD AND SWANSON PLACE 0.25 - s c x u Lr z FAx: 949 251 0516ENGINEERING DEPARTMENT No• 2311 MILES WEST OF E11WANDA AVENUE, AT ;` DP 5859 2312 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE -2 -O3 R.C.E. 20596 P L A N N E R S EPN G I N E E R S SURVEYORS 10440 ASHFORD ST. CUCAMONGA, CA. 91730 AS SHOWN 22948 2411 ' ' ' ' ' ' SHT. 7 OF % DESCRIPTION DATE PP'D of CURB RETURN. (909) 987-2591 LINE D F & Q Skce 9? c- 2-�,,C-i4-7 D-- -�) 15)(9 1-\46606\IMPIAN�\WT1-07dwn 9/15/0.3 SEE SHEET NO. 5 ' i + & t 43 51 47 69 1 75 79 1 r 1230.80 INV. 1 T WAT. SEE SHEET NO. 5 I I I I c� I I 50' 84�.' 37' 27' II I + i J # I z5 V)cn 1 3Air— . 10 124.93' _••.� c� cn /';' S89'55'01 t o N 297.03' o 3 cn Ln 'C'4 1- NiI . to NSM t0 �+Ir? i f �� �NZ ��E2 F-�fi �. rn- o rn- rn- U pU_ o rn- ui pU_ ppU �JL 15 �"� MN N N N N N N N N r j j r j ON N N N :jH O M M,, WiM N�� 15 M NSM M N�f O NMW) r7 0)�r7(WN N N 6 N NUn N N N N N N 4 I 0'' N O + LO M W Z J E I PROPOSED PER �Fo 2& PROPOSED 61' RCP STORM PER CFD 2A REV CONSTRUCTION NOTES O INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN O3 INSTALL PUBLIC 12'45* FLANGED ELBOW O5 INSTALL PUBLIC 12" 11.25° FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 12 INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 ® INSTALL PUBLIC 6" FIRE DETECTOR CHECK VALVEPER C.C.W.D. STD. DWG. NO.8 SEE SHEET NO. 11 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 47. INSTALL INCOMING FIRE PROCTECTION SERVICE PER DETAIL SHT. NO. 17 49. INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 59. INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 69. INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATE APPDl OF CURB RETURN. PLANS ARED.rJNDER SUPERVISION OF STANLF%t' C. MORSE DATE g -2-O3 R.C.E. 20596 71. INSTALL PRIVATE 8" X 6" REDUCER 75 INSTALL PRIVATE WELD CAP 78. INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 79. INSTALL PRIVATE 8" X 4" REDUCER 85. INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN M O R S E 17320 Redhill Ave. W a Suite 350 D O K 1 C H Irvine, CA 92614 Voice:949-251-8821 S C H U L T Z FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS r� Iti Z a V 3E i '<PLU � a Q- a V) o 0 / !V In % LL. . V SEE SHEET NO. 11 m Z GRAPHIC SCALE 40 0 20 40 80 DATE AP OVED -3 BY _ ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 ( IN FEET) 1 inch= 40 ft. DESIGNED BY B.J.B. DRAWN BY I CHECKED BY B.J.B. I C.C.W.D./HB if*( U AMONGA COUNTY WATER DiSTRICT DRAWING No. - - - PUBLIC WATER IMPROVEMENT PLAN FOR P W _ a &-7 , SCALE WORK ORDER ATLAS No. I No. 2311 VICTORIA GARDENS, CFD 2003-OIB2312 oo3-w32—� AS SHOWN 2294859 2411 LINE ICI &F ISHT. 8 OF 1 % Ito a D, 1A4660`\PI AN�\ WTI -08 dwn 4/15/0.3 W a a c� Q O V DIAL TOLL FREE 1-800-422-4133 t g AT LEAST M DAYS a Z BUMEYOU IX Z W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O lx 13 U AMONGA COUNTY WATER DiSTRICT DRAWING No. - - - PUBLIC WATER IMPROVEMENT PLAN FOR P W _ a &-7 , SCALE WORK ORDER ATLAS No. I No. 2311 VICTORIA GARDENS, CFD 2003-OIB2312 oo3-w32—� AS SHOWN 2294859 2411 LINE ICI &F ISHT. 8 OF 1 % Ito a D, 1A4660`\PI AN�\ WTI -08 dwn 4/15/0.3 x FS 1225.INV. 8" WAT. SEE SHEET NO. 6 SEE SHEET NO. 6 17 1.241 61 R. 8" SS N+, -7 OD 9230.68 L 1225.35 INV. 12' WAT. -----------------------'----------- --<V, • • 1218.18 TP 8" SS h� 1225.32 INV. 8" WAT. �h. 1217.66 TP 8" SS 7.66± CLR. x�o 1231.06 FS 1225 37 INV 8' WAT 1226.23 INV. 8' WAT. + w NE G 6 7.17± CLR. 6 1.38± R. 12 SD 1225.85 INV. T WAT. E �8• �'J V 1223.47 TP 27" SD - 1.381 CLR. N 'S; ''' c>. y 15 1231.38 FS 15 �� 1.90± CLR. U 1231.00 FS I 1224.07 TP 24" SD 1225.87 INV. g' WAT. o - C), _ + v► 1225.44 INV. 8' WAT. m 1231.25 FS � 1.781 CLR. 1224.23 TP 18" SD �? -t 1223.21 TP 8" SD I - z � v+ 1230.77 FS 1.64± CLR. � � 2 ! __ _ _-_ I -- - - - - - 1231.25 FS rn tv .fir' 0 _ - _- - .� 23�t CLR - + o 1z�3i.31 fS - - . - - _ ^ ------ _ + jcOD OD - _ - --- - s � _ �� . -: 12 1�;15�7.._ 149: 36' _N 8'55'01 W-__ - - - �' 20' 11 �. 169.77' in 2 239.79' g xh �`N 89'55'01" W `" N 8555'01" W 13 2 2 13 hh 13 2 I•� pp' is -- -- ------1 _ _ _... ___ - -- - _-_. __ h 1 _ - - - - - - �� �px LINE 'H' m \ L N 11'04'59" E r~ ~'\" x�� 1 1225.29 INV. 8' WAT. 13.00' I �� �o as ao ao ao ao �o '\ 0 '� 3cn 3cn 3Ln 3N 3N 3V) �• ti xk�' , 13'� , cn 1222.94 TP 3 SD %o, .�h ,�;`1EN + I= g I Z %O �'' �O �" �O �`' �D f" �O '�`� �O �- �`V 2.35± CLR. 1225.52 INV. 8' WAT. 1225.77 INV. 8' WAT. Q z r �_ _ -j � � -� 1224.24 TP 12" SD \ + ,�, ?z ?z � ?z ?z d �_ �, 1224.27 TP 12" SD 1224.32 TP 12" SD ' o a cn cn N o� cn cn a 1231.31 FS ,�• 16x F�0D J M I o I 3 J',�<v 1226.04 1NV. 8• WAT. �� 75 X2 59 I "!f' - I s - - - - - ; P 1.25± CLR. 1.45f CLR. O a v v v v �o iV 1225 iNV. t 2" WAT. 6c, I o� v~i I� i I r y r- rn�o 00 Myo is cMViio o�irn U') C" r-° ��rn ���P 3 1.80± CLR. ----------- L -------- -------- a_-- _-- 1z_ ' I Z tri rit� ,ci * 0P; U ��� r; ,rim .t o, ry �� 122. 1 1230.82 FS 1230. 7 FS 1230.93 FS Nod p s 44 TP 2" SD g Z cn (/) I 2 I C NC14 C14 N N N �? N N NMN CNV 01 CN�t NLr) N N N r') N V^ 18 1 .76'f CLR. r- r- .- N N .- N N n CA 1230.73 FS F_ 13 �' i 51 L_---------� G N N W 61' W 47' 25. i SEE DETAIL "B-9" C) in U, 1225.25 INV. 12' WAT. 1 I 146' SHT. NO. 16 M o i,+ 1222.66 TP 18" SD +, - `r 2.59± CLR. 1225.12 W. 1f WAT. i 78 °, 1231.45 FS 1223.26 TP 12" SD W s ' 1.861 CLR. 47 - 1230.82 FS W 6' 8' 5' _ 1 , i 1225.05 IMI. 1 T WAT. 43 51 i Nt *0 1223.06 TP 12" SD 43 59 49 LL i 1.99± CLR. :. ' � 71 i 1230.87 FS f ---- --------------------- 49 75 X3 I i ' ! ,j i 2 75 I I 78 I 47 47 ' i i _ _- -STA. 16+89.9 ' 1224 98 INV 1f WAT. I 1222.94 TP 12" SD ©15 STA 25+19.41 ' F 49 I _ - 2.04± CLR. 1 ! 51 rte. 1230.87 FS I 49'1224.94 W. `tt VAT. � i 25' _ j 24' PROPOSED 48'' RCP STORM I 1222.85 TP 12" SD UNL� B - . -- - --- . ___ - DRAIN PER CFD 1 B PER DWG. _ - - - 6' 18' 5' 2.09± CLR. - - -- - . - ---- - I PROPOSED 1 VCP ! SEWER PER ! ! 1230.83 FS { CFD 1B DWG NO. 003-5&4 1224.86 NW.,:It *AT. 1` _ 1224.78 INV. 1 T WAT. I , °' 1222.68 TP 12" SDzo 12" SD s 1222.50 TP � 8,± CLR , l irn 1230.82 FS `o 281 C ` , 0 -- -, 1230 82 FS 2 LR 49 0 2 �.' W � _ I � EXISITNG 15 VCP SEWER PER 5 DWG. N0. 3156 PROTECT IN PLACE 1224.69 IM1.12' WAT. 1215.80 TP 8" SS i 8.89± CLR. LO 0 8 1 44 PARCEL (IAP I _ 230. FS _ - r, 2-1 ! (� 9 F y 47 75 SEE DETAIL ' B-14" II V ®. 1 I ��� -_ . :. 15 6 SEE DETAIL "B-1 �' �' SHT. N0. 16 X2 75 A 3+64.07 m� Ox - - A. 15+21.00 SHT. N0. 16 , 8 , - - SEE DETAIL 'A-2' -- ------ 1. ,:4 00 ---------- 65 - S . ' S9 NO 2 r -- 1 -� x N 44!55,01' W I I STA 12+87.00 I j N 0'04'59' E A 23+� 1:05 11 t 35.3 X850' - - __ _ _- ---- - - ------._-- - - _ --- _ _--- _ � �N 45'04'59` f -- - _ - - - - - - . �- N 89'55'01" W N 8555'01" W 2090.1 ' 13 9 I 1 I 13 SQA.(j'j 1 1 Ops 1224.33 INV. 8' WAT. 49 1 - W zoo -� - 1212.79 TP 8" SS xNO� 0 12 - „ I I ?� Sr _.. SEE DETAIL A-2' I ---------- - x W 9kRA + 11.54± CLR. 5 1N1Nx� - o SHT. NO. 2� 1230.01 FS \ �\\-O 3 1224.32 1NV'.8' WAT. j I a� 11p� 1224.32 INv.B' WAT. `'�•��'�G S 1220.85 INV. 12" WAT. O� �.°` + 1221.98 TP 12" SD - - - - -� - - - - - S j- '�P' �` = ± 1224.68 INV.I t *AT. 1219.62 TP 12" SD 1221.93 TP 24 SD S �P^• 2.34'± CLR, ^ M hF� W 2.39 ± CLR. `� x �"� 1220.58 TP 1 $D I i 11 1.23± CLR. �°` x 1230.08 FS A� - 12-30:05 FS ,tea 4.10 ± CLR. n, ti� W 1225,51 FS .� G ,(ti24, C -i1 'q r`c' I _ 1230.35 FS UNE ' J � (/) 1224.30 MN.12' WAT. ��" <v . 1224.70 INV. T WAT. I - _ E 1211 07 TP 15" SS � J ?� � � ! WN �� 1221.83 TP 36" SD PROPOSED 12' CML do C i 13.23* CLR. .`Q- �' '. } 2.87'± CLIA. WATER PER CFD 1 B { 1229.62 FS ��ti ,� j _ 1230.10 FS 18 f I WAT o 1 , 4 1224.69 INS/. �2' ., S 122431' IW. 12* WAT. a 121479 TP $" S 6" SD �- Ln 121640 TP 3 _ I _ _ 1230.12 7.91'± CLR. 2 }� i 1229.+68 FS }� , ; _. : 21 � TP `3,4 �T ! I• � I { � �.. 12 - ! 2.90'± CLF.MA , 1230.56 lfi SEE SHEET NO. 12 SEE SHEET NO. 12 CONSTRUCTION NOTES 1O INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO. 3 ® INSTALL PRIVATE 1.5 DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG- NO.2 & 2A 2O INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN 17 INSTALL PUBLIC 8"45' BEND FLANGED ELBOW 65. INSTALL PRIVATE 1" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 3O INSTALL PUBLIC 12'450 FLANGED ELBOW 18 INSTALL PUBLIC 12" X 8"X 12" X 8" FLANGED CROSS 69. INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE © CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 & 11A 24 INSTALL PUBLIC 8" X 8"X 8"X 8" FLANGED CROSS 71. INSTALL PRIVATE 8" X 6" REDUCER DIAL TOLL FREE ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO.2*' 75. INSTALL PRIVATE WELD CAP GRAPHIC SCALE = 1-800-422-4133 INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2** 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 78. INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 40 0 20 40 80 160 R 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 47. INSTALL INCOMING FIRE PROCTECTION SERVICE PER DETAIL SHT. NO. 17 79. INSTALL PRIVATE 8" X 4" REDUCER "= O AT LEAST TW DAYS }` 12 INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 4 Z BEFORE �� DIG9. INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. & 2A 82. INSTALLL PRIVATE 6" X 6" X 6" FLANGED TEE (IN FEET } 13 INSTALL PUBLIC 8' RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 51- INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 83. INSTALL PRIVATE 6" X 4" REDUCER 1 inch = 40 ft. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 59. INSTALL PRIVATE 4- FIRES CE LINE PER C.C.W.D. STD. DWG. NO. 8B BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB4!� STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 NE D THE NORTHWEST CORNER OF BASE AND 0.25 MILES LWESTROFDETIWANDAAAVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. PLANS REq0jUNDER SUPERVISION OF==f _ STAV C. MORSE DATE g -2-O3 R.C.E. 20596 DATE APPR VED 5' BY _ _ � ASSISTANT GENERAL MANAGER oo DESIGNED BY B.J.B.B.J.B. DRAWN BY CHECKED BY C.C.W.D./HB U COUNTY WATER DiSTRICT PUBLIC WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS CFD 2003 OIB c LINE B G 8t K DRAWING No. pt✓1 -7 _W 32- oo!�>9 SHT. 9 OF 1 7 MORSE 17320 Redhill Ave. Suite 350 . o o K i c M Irvine, CA 92614 t s; Voice: 949-251-8821 s c x u LT z FAX: 949-251-0516 - '. PLANNERS E N Cs 1 N E E R S SURVEYORS Q CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT. 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 SCALE AS SHOWN WORK ORDER NDP 5859 22948 ATLAS No. 2311 2312 241 1 Q REV. DESCRIPTION DATE PP'D 5 hQ_dA 1() c4 23 , C,4,, •\ 4ffi06\ IMPI ANS\ W11 -0q dwn q 1 .�/n7 m ti z CL W Ce a Im M 0 0 04 D 0 C Z W 0 a c� Q O t-- C� Z J O_ Z W m W O a W N V J coCL REV. O Z F- W W W W co 3coi� ;N 3N to SEE SHEET NO. 7 59. 3� "N i; to INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 8, 2A to 69. C ST. INT. 71. PROPOSED CURB 8 ?z GRAPHIC SCALE 21+16.75 SCM MAINSTREET PRIVATE N o '� "� „ 40 0 20 40 80 160 AND GUTTER 00 INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B �. 14+56.23 WATERLAND PLACE (PRIVATE) N M rn N N 21 +92.78 EC - + -- - - 82. INSTALLL PRIVATE 6" X 6" X 6" FLANGED TEE � .- N _ ' t LINE , , H INSTALL PRIVATE 6" X 4" REDUCER _ ' r MORSE 17320 Redhill Ave. J PUBLIC WATER IMPROVEMENT PLAN DATE APP VED �7 - DESIGNED BY DRAWN BY CHECKED BY .. .r.� r.. _ - r229.20')? -18'63 LINE'D' 'H' 'K' 'M' 'N' 'S' & 'T' BY SHT. of 17 _ 4C�14 - 9300 -- - N 89'55'01" 1 �' B.J.B. 7 -777 13 13 ASSISTANT GENERAL MANAGER/C00 13 - - - - - -- ---- 1226.58 INV. COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. s c w u LT z PAX: 949-251-0516 ` �DP 1226.96 INV. 24+90.86 UNE 'H' .. �� 3�SEE SHEET NO. 7 14+48.94 LINE 'N' + a -`n ST. INT. C.) Nul - ^ 14+49.49 SOUTH MAINSTREET PRIVATE --H 0"! N m /---14+49.49 ALCAZAR PLACE (PRIVATE) N N LO N 04 R=.1993.00' 26+08.26 PRC L �185.83' �_ R=1'507.00' ..L=140,.36' - N 1 1 ^ 1 20+78.T2 PUE 2 ---•-� _ - _- __ - 21 +OJ.45 _UNE I� �: � 14+48.94 LINE 'M' 3 N - 3 vii 3 c(n 2 C. ST. INT. 27+88:22 SOUTH MAINSTREET 18+48.94 KEW AVENUE ( 1226.25 1NV. 27+81.22 LINE 'H' 18+41.94 UNE 'D' 1227.18 INV. 8" WAT. "N,. 1222.33 TP 24" SD to 1-4 ,- 1226.38 INV. 8" WAT. 47 x 3 con 3 n„�ti`' 4.85'± CLR. 3 .� to iv 'bo it - f 1224.35 TP 12" SD 59 IZ N 0 � L ' 3 'bo '� ,00 IN 0d'h�4 1230.80 FS _ 47 2.03'± CUR. - - - r o ao oo �n "r< - - - - ��' 1 15' 18+12.94 �o rn Oo�i rn rnM q� �•� ?z �0 6 t5 1230.53 FS 26' 64 w v CN C4 Co,��jj 15 v; �ci o p I j N LO � oo "-� � J �_ PU ' 75 � lAj 6 :- N N N N N ' E2 1n O^ to ^ O U obi uo 00 V 00 E 8 7 1 13 N _ _ N N ; I i' e- r- .- .- 04 04 }: ' 7' DETAIL 8-10 59 * N 15 CN � r' 04 N N 1226.95 INV. 8• WAi. SEE SHT. NO. 16 26' N C-4 ►%� . - N N C 6 1225.50 TP 12" SD h ` ' 1226.13 INV. 8' WAT. _ .;; -1 13' 13' ' DETAIL 'B 1.45± CUR. j " 1224.35 TP 12" SD ' 7, 5, 1231.10 FS 1.75'± CLR. I SEE SHT. NO. 16 m 1230.51 FS UNE - ' I PROPOSED ELECTRIC CONDUIT _ 1226.75 INV. 8' WAt. {. I I W I: 1225.45 TP 12" SD g',; ---- --- - _ - -- ----- a l i 1 - ._.. _ 1.30'f ---------r - I yv ! ---� ------ ------i 1231.06 FS CLR. { I' L ' 1 • 21 1 4 ,7' 14' _ _;= 78 PROPOSED _. I 13: I 49 - - - - - - L �J- � �` 51 X2 � 75!X2 _ .. r --------------- -- - 75 - ELECTRIC CONDUIT 1225.87 INV. 8' WAT. 43 r - ----------- r , --- " _ _ _ _ _ _ __- -- _- -- - 1226.55 W. 8" WAT.- '', r 1226.34 INV. I N 89'55'01 I ' 51 10+00.00 UNE T I 56.10' I 51 49 1225.40 TP 12" SD 6' 1223.77 TP 12" SD , 2 82 I 2.10'± CUR. I 12+66.00 LINE N 141 I I 47 1.15 ± CLR. 1230.51 FS . ,' L J 1231.06 FS - � { S, , f � F p , . 4 , I , - 122&35 ir .1 s :-116+34 tt ' 6 15 8 i 3 h i i ~ � � v i 5 12+11.00 4 { - W ! , 24.85 TP 12" SD w i i 51 0.f , _ ` 2 150'± CLR. Q, } ; - UNC N I o 78 t g -, ; , RB -- e _ b s aAND GUTTER - � I fi- PROPOSED CU ' I 1 a I �: i �: � _, . ... {tt i --------------_-------------------- ---- -_ -- i 11+6.33 y, '6 N 111001 W 312 - , I -P V` , r 1CL6.15 r I - w .. i 1224.65 W. 12" S M►Afi. r +62.28 D : _ I _ : : x I UNE �; M r - . _ 1231 S I I F t t .-�225.4t W. ar WAT. 4� 7i ; „ y 1222-66 TP 18" S 7 1 1 � r 69 ' 2.75± CLR. 12.39' - - - IIR�II- j. 1230.23 FS '1125.95 AW , X3 75 79 ' 47 � _ -� 224.45 , +24:50 6 , S +�---- PROPOSED CURB I_ _.__..__ ___.___ _-__._ __ _ 1.5E1'± CLR. � \ 12" D Y i - w - - --- - - -- - -- - 1231 , v i I 06 FS , a 9 DEPARTMENT STORE NO. 2 DOMESTIC - i � 1225.75 W. 8" WAT. BACKFLOW PREVENTER PER SEPARATE PLAN b; 1224.25 TP 12" SD `\ DETAILJh 6' f "fRfC 1 f 1►M/ d WIT 1.5D ± .- SEE SHT. . 1'6 _ ..... CONSTRUCTION NOTES 10 INSTALL PUBLIC 12"-10 GAGE CML 8, C WATER MAIN 0 INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN © CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 & 11A ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO. 2" O9 INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2" 12 INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 13 INSTALL PUBLIC 8" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 14 INSTALL PUBLIC 12"X 12"X 8" FLANGED TEE 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 17 INSTALL PUBLIC 8"45* BEND FLANGED ELBOW 18 INSTALL PUBLIC 12" X 8" X 12" X 8" FLANGED CROSS 21 INSTALL PUBLIC 8" 11.25° FLANGED ELBOW 23 INSTALL 8" X 8" X 8" FLANGED TEE 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. N0.88 47. INSTALL INCOMING FIRE PROCTECTION SERVICE PER DETAIL SHT. NO. 17 49. INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 d 2A BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987 AT THE NORTHWEST CORNER OF BASE UNE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT DESCRIPTION DATE PP'D OF CURBLRETURN.END F CATCH BASIN 2 Ff. NORTH PLANS JOYMRED NDER SUPERVISION OF STACLI C. MORSE DATE g-2-03 R.C.E. 20596 E 1231.07 FS \ Y" -4- �., + ----- � - _ FST. INT. VERSAILLES � 28+ 12.07 STREET PRN PUE 1 5.06 INV. $" WAT. 14+06.44 KEW AVENUE (PRIVATE) I 1 w UNE 'S' 1220.42 TP 36" SD 1225.67 INV. ` z _ 5.34'1 CLR. f 2 ,t, - - -- - +05.02 lE _!_ - 1230.2G TS . - - - - " . , I o °° -- 1 13+95.44 LINE 'D' I t,� I 17 13+85.44 1 L------ --�ui ST INT. -- - - N 45`84'59"56'' IF O'04'S9`. F -11.00' UNE . � •.- 4 13 i 1225.85 INV. ! i 25+1.92 VERSAILLES STREET PfIVATE 13+74.44 N 89`5'01" W 11.00' 1225 29+80.92 UNE 'IK' 1 70 INV. 12" WAT. 14 10+00.00 ALCAZAR PLACE (PRIVATE) \ f 1218;42 TP 12" SD s .+, 10+00.00 UNE`- �` 1 DETAIL 'A-2' 7.28* CLR. f i W 24' - 24' SEE SHT. NO. 2 1230:22 Fs _ W 18' 7' • i '. Z _ _ ! , II I I 4 o �--__. t_-- W I i I z eri � 1 9. r . I : I T 1 : ' 1 M O u ' SEE SHEET NO. 13 z W 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 59. INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 88 a O i; INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 8, 2A 69. INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE 71. INSTALL PRIVATE 8" X 6" REDUCER FREE GRAPHIC SCALE 3: 75. INSTALL PRIVATE WELD CAP 40 0 20 40 80 160 78. INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B �. z - 79. INSTALL PRIVATE 8" X 4" REDUCER - ---- -- - - 82. INSTALLL PRIVATE 6" X 6" X 6" FLANGED TEE O IN FEET () DISTRICT DRAWING No. INSTALL PRIVATE 6" X 4" REDUCER 1 inch= 40 ft. ' r MORSE 17320 Redhill Ave. J PUBLIC WATER IMPROVEMENT PLAN DATE APP VED �7 - DESIGNED BY DRAWN BY CHECKED BY 0c)3 -W32 --lb Suite 350 LINE'D' 'H' 'K' 'M' 'N' 'S' & 'T' BY SHT. of 17 B.J.B. _ C.C.W.D./HB n B.J.B. O O K 1 C H Irvine, CA 92614 ASSISTANT GENERAL MANAGER/C00 r Voice: 949-251-8821 CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. s c w u LT z PAX: 949-251-0516 ` �DP ENGINEERING DEPARTMENT No. 2311 PLANNERS E N 6 1 N E E R S SURVEYORS 10440 ASHFORD ST. CUCAMONGA, CA. 91730 AS SHOWN 5859 22948 2312 2411 _ . _ ._ (909) 987-2591 J 4z'a-4 � l 2 -T::> C I �-i L-" [ 91.5 I-\ 46606\ IMPI ANS\ WT I -10 ciwn q/17/0.3 a O i; Q DIAL TOLL FREE 3: 1-800-422-4133 g O AT LEAST T1M0 DAY'S �. z BEFORE YOU DIG Z W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O U;AMONGA COUNTY WATER DISTRICT DRAWING No. a cc W PUBLIC WATER IMPROVEMENT PLAN FOR �7 - Uj VICTORIA GARDENS, CFD 2003-OIB 0c)3 -W32 --lb LINE'D' 'H' 'K' 'M' 'N' 'S' & 'T' SHT. of 17 j _ n J 4z'a-4 � l 2 -T::> C I �-i L-" [ 91.5 I-\ 46606\ IMPI ANS\ WT I -10 ciwn q/17/0.3 SEE SHEET NO.8 � r 1 ...+ r; 6 15 14+51.20 ^ 1 N : ST. INT. 1 v 10+00.00 UNNAMED ST. PRIVATE r. Ste`• 14+20.01 EDEN AVENUE (PRIVATE) � � : - UNE J N 89'55'01" W C _.. = 1226.63 INV. - '.> 9+91.00 LINE 'J' 1 1 12 1226.45 INV. 12 WAT. N 114+11.10 UNE 'E' EA -9 1224.65 TP 36" SD !� 34, 13+92.41 9 1.80'1 CLR. 115, 19' 1231.32 FS O 1222.16 INV. 12" WAT. PUE ---� 6 9' 7 - 1220.66 TP 18' SD ...._; / 1.50':1 CLR. / F`tkI 1226.94 FS / W PROPOSED CURB ----- W UJI/ { i x Lrt _ =ry , / ' W 1226.34 IMV. 12' WAY. / _ " 1222.29 TP 12" SD / E - � 4.051 t CLR. 1231.23 FS PROPOSED 8" SEWER / PER CFD 2001-01B i PROPOSED86 PUE-- 12+46.93 5 // `v, I ,/ I ELECTRIC CONDUIT z"A Al 1i! 51 N 89'55'01" W SEE SHEET NO. 8 E ST. INT. 13+64.57 UNNAMED ST. PRIVATE 1 130+67.66 VICTORIA GARDENS LANE (PRIVATE) t ) t 1 . r PROPOSED 66" SD PER CFD 2003-01A CONSTRUCTION NOTES 1� INSTALL PUBLIC 12"-10 GAGE CML S C WATER MAIN ( INSTALL PUBLIC 12"450 FLANGED ELBOW O4 INSTALL PUBLIC 12"22.50 FLANGED ELBOW OS INSTALL PUBLIC 12" 11.25° FLANGED ELBOW ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG, NO. 2** O9 INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2** 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 12 INSTALL PUBLIC 12" RESILIENT WEDGE GATE VALVE PER C.C.W.D. STD. DWG. NO.4 16 INSTALL 12" X 12" X 12" FLANGED TEE REV. 43. INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 47. INSTALL INCOMING FIRE PROCTECTION SERVICE PER DETAIL SHT. NO. 17 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 75. INSTALL PRIVATE WELD CAP INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATE PP'D OF CURB RETURN. PLANS JWJPrARED.JJNDER SUPERVISION OF STANLF/Y C. MORSE DATE 2-27-D3 R.C.E. 20596 M 0 R S E 17320 Redhill Ave. Suite 350 D 0 K I C H Irvine, CA 92614 Voice: 949-251-8821 ry S C N U L T I FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS GRAPHIC SCALE 40 0 20 40 80 DATE APPRO ! -� BY ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 ( IN FEET) 1 inch = 40 ft. DESIGNED BY B.J.B. DRAWN BY CHECKED BY B.J.B. C.C.W.D./HB 160 co ti E!9 O z a Q W U Q CL m 4 M O O !V D LL U U) Z W a Q 0O _U DIAL TOLL FREE 1-800-422-4133 O AT LEAST TWO DAYS z BEFORE YOU OIG Z W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O CIL U A M 0 N GA DRAWING No. � COUNTY WATER DISTRICT �M W PUBLIC ~ WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS, CFD 2003-OIB SCALE WORK ORDER No. ATLAS No. 2311 AS SHOWN DP 2294859 2312 2411 LINE 'Et V & W SHT.1 1 OF17 J ,J a Q�� IZ z:;5 -C-1 �4 D -"-3C7 I'Dl I•\46fi06\IMPIANS\Wll-ll.dwn 9/15/0.3 REV. _ - t 85 �� �2UJI 2 3" METER BOX ONLY AND �'66 U ll SERVICE PER CFD 2003-018 6' '`25 �? 15 a 6 Im : ',SAT^t' i IPvF ;;: Xy 97ti745 INV: 8• WAT. NF4 1203.82 TP 12" SD 6 o s, 4 3.63± CLR. 75 N ' 1206.97 INV. 8' WAT. U - CONSTRUCTION NOTES 1O INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 2O INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN 0 INSTALL PUBLIC 12"45* FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 INSTALL PUBLIC WELD CAP 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD, DWG. NO.3 21 INSTALL PUBLIC 8" 11.25° FLANGED ELBOW ® INSTALL PUBLIC 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 86 SEE SHEET NO. 14 ® INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD, DWG. NO. 2B ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2* 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO, 2 & 2A 75. INSTALL PRIVATE WELD CAP 85. INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN _ BENCH MARK CfTY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS jWfMRED,,JJNDER SUPERVISION OF STANLFJY C. MORSE - DATE 2-27-O3 R.C.E. 20596 M O R S E SEE SHEET NO. 9 PROPOSED CURB .Suite 350 SEE SHEET NO. 9 "Al Voice: 949-251-8821 S C H U L T Z PUE- s? UNE 'R' PLANNERS ENGINEERS SURVEYORS CID EXISTING 15' SEWER 4 �t6 1S, WORK ORDER NO. 3156 PROPOSED ELECTRIC CONDUIT TOPER TO BE REMOVED PER PAVING, 86 '� 1 I O GRADING AND DRAINAGE PLAN I Z -• PUE PROPOSED _ FI LEECH FIELD a Z 0 AT LEAST MDAYS a F— z r BEFORE YW DIG Aye Z W —.. _ . 24' 24' m UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O 6' 8, IZ _ PROPOSED CURB .y AND GUTTER i PROPOSED CURB 1 I EXISTING '15` SEWER i AND GUTTER , PER WORK ORDER NO. 3156 t ; t } I r I: : r _ PUE -� r PUE - 1224.23 INV: �' WAT. I , _ _ -1 _ PARCEL BOUNDARY PER PARCEL MAP NO. 15716-1 � _ 2 1217.16 TP 12" SO 3.1 1 t CLR. PROPOSED _ _ Z ' - - -I - AND PROPOSEb 'R/W 1223.94 FS LEECH 'FlQD _ _ T2 �9 W.f2'' WAT PROPOSED 17 CML & C WATER 1 i i , -1216:58 TP 12" SD � # PER CFD 2001-01B i g _ 1223.34 FS I ' + I - PROPOSED 1 `S;Ew - - ` PER CFD 200!1-+01 B j SIGNAL EASA�ET+1T I I' - I 4 I r _ - -N r ( B 1 PR ' _ I - PROPOSED # ELECTRIC CONDUIT I - UNE G } i E- 1 A r AIL o : Y I°y SHT. NO. 2 ..__._ r ; , M 4504 59'' 1 I C � -- _ ..j _ _ r �. /16.97 � �y+28.48 _ ' 1 - a,-' 149' -- PROPOSED CURB � PUE S t It i i i f 1`14-1648' i 1 N 0' 91' 0�4'S; E -12.00- 77 72 ! _ _. - AND GUTTER ' i 3 ` \ + � PUE � a QI 16' 47' 25' _ _M5!010 2 _ 4 N W 1 20'4 - f 1212.33 9, �V11 WAT. I : # 41 I _ ._ _ _; ;, _ _._ ._ _.__ . 1203.91 TP 10" SD , 33" - I I I 8.421 CLR. _ r . + - _ _ - t 85 �� �2UJI 2 3" METER BOX ONLY AND �'66 U ll SERVICE PER CFD 2003-018 6' '`25 �? 15 a 6 Im : ',SAT^t' i IPvF ;;: Xy 97ti745 INV: 8• WAT. NF4 1203.82 TP 12" SD 6 o s, 4 3.63± CLR. 75 N ' 1206.97 INV. 8' WAT. U - CONSTRUCTION NOTES 1O INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 2O INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN 0 INSTALL PUBLIC 12"45* FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 INSTALL PUBLIC WELD CAP 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD, DWG. NO.3 21 INSTALL PUBLIC 8" 11.25° FLANGED ELBOW ® INSTALL PUBLIC 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 86 SEE SHEET NO. 14 ® INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD, DWG. NO. 2B ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2* 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO, 2 & 2A 75. INSTALL PRIVATE WELD CAP 85. INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN _ BENCH MARK CfTY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS jWfMRED,,JJNDER SUPERVISION OF STANLFJY C. MORSE - DATE 2-27-O3 R.C.E. 20596 M O R S E 17320 Redhill Ave. PROPOSED CURB .Suite 350 51 AND GUTTER "Al Voice: 949-251-8821 S C H U L T Z PUE- s? UNE 'R' PLANNERS ENGINEERS SURVEYORS CID EXISTING 15' SEWER 4 �t6 1S, WORK ORDER NO. 3156 PROPOSED ELECTRIC CONDUIT TOPER TO BE REMOVED PER PAVING, 86 '� O GRADING AND DRAINAGE PLAN Z -• PUE 85 a _ - t 85 �� �2UJI 2 3" METER BOX ONLY AND �'66 U ll SERVICE PER CFD 2003-018 6' '`25 �? 15 a 6 Im : ',SAT^t' i IPvF ;;: Xy 97ti745 INV: 8• WAT. NF4 1203.82 TP 12" SD 6 o s, 4 3.63± CLR. 75 N ' 1206.97 INV. 8' WAT. U - CONSTRUCTION NOTES 1O INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 2O INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN 0 INSTALL PUBLIC 12"45* FLANGED ELBOW © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 INSTALL PUBLIC WELD CAP 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD, DWG. NO.3 21 INSTALL PUBLIC 8" 11.25° FLANGED ELBOW ® INSTALL PUBLIC 6' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 86 SEE SHEET NO. 14 ® INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD, DWG. NO. 2B ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2* 51. INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO, 2 & 2A 75. INSTALL PRIVATE WELD CAP 85. INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN _ BENCH MARK CfTY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS jWfMRED,,JJNDER SUPERVISION OF STANLFJY C. MORSE - DATE 2-27-O3 R.C.E. 20596 M O R S E 17320 Redhill Ave. z W .Suite 350 D O K I C H Irvine, CA 92614 "Al Voice: 949-251-8821 S C H U L T Z FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS 40 DATE APPRO D L BY _ ASSISTANT GENERAL MANAGER/C00 CIJCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 1203.47 TP 18" SD V SEE SHEET NO14 3.5o'f CLR. . GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch= 40 ft. DESIGNED BY B.J.B. DRAWN BY I CHECKED BY B.J.B. C.C.W.D./HB fila] DRAWING No. m U AMONGA COUNTY WATER DISTRICT M W PUBLIC WATER IMPROVEMENT PLAN FOR > - a SCALE WORK ORDER ATLAS No. No. 2311 VICTORIA GARDENS, CFD 2003-OIB oa3-w32-1�- J AS SHOWN 2294859 241 1 LINE _'B' 'G' & 'R' SHT.12 of 17ca 'l d S �� ��, CI�� 1 191`5 A46606\IMPIANS\WT1-12dwn q/15/0.3 z W 0 a c� _Q O DIAL TOLL FREE = 1-800-422-4133 Z 0 AT LEAST MDAYS a F— z r BEFORE YW DIG Z W m UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O IZ DRAWING No. m U AMONGA COUNTY WATER DISTRICT M W PUBLIC WATER IMPROVEMENT PLAN FOR > - a SCALE WORK ORDER ATLAS No. No. 2311 VICTORIA GARDENS, CFD 2003-OIB oa3-w32-1�- J AS SHOWN 2294859 241 1 LINE _'B' 'G' & 'R' SHT.12 of 17ca 'l d S �� ��, CI�� 1 191`5 A46606\IMPIANS\WT1-12dwn q/15/0.3 O/ -------------------------- Z T METER BOX ONLY AND SERVICE PER CFD 2003-01A W W W W REV. CFD 2003-01A CONSTRUCTION NOTES O2 INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN F8-51 INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 86 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN 11 6' PROPOSED CURB AND GUTTER BENCH MARK CfTY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 198r AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATE PP'D OF CURB RETURN. PLANS RED.JJNDER SUPERVISION OF STANLEY C. MORSE DATE R -27-D3 R.C.E. 20596 PARCEL BOUNDARY PER PARCEL MAP N0. 15716-1 AND PROPOSED R/W ( IN FEET) 1 inch= PROPOSED I f CML do C WATER 2 - Y CALTRANS IRRIGATION•+w'rEX, BOX AND SERVICE PER CFD 2003-01A 2' IRRIGATION ME.TE.R, 009 AND SERVICE PER CFD 2003-01A MORSE 17320 Redhill Ave. . Suite 350 D O K I C M Irvine, CA 92614 Voice: 949-251-8821 S C M U L T! FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS DATE APPROVED — (S :p3 - BY 3BY _ ASSISTANT GENERAL MANAGER/COO CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 40 ft. DESIGNED BY DRAWN BY CHECKED BY B.J.B. B.J.B. C.C.W.D./HB SCALE WORK ORDER ATLAS No. No. 2311 DP 5859 2312 AS SHOWN 22948 2411 TEE 118+73.44 UNE 'B' i iCIOCD r- - o a J W Q d � * Q CO) O N U. v C6 Z W D Q i► - DIAL TOLL FREE > - � 1-800-422-4133 Z IIx Ix 0 :3 x AT LEASE T1fM0 DAYS I -- z BEFORE YOU DIG Z W UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W > O CL OAMONGA COUNTY WATER DISTRICT DRAWING No. Pr PUBLIC WATER IMPROVEMENT PLAN FOR �•••�l (0-1 1�/ Q VICTORIA GARDENS, CFD 2003-OIB LINE 'D' SHT.1 3 of 17 L d Q.CLT 14 �2 � , C ) 4-I D-- � 19 t -D I'\ 46606\ IMPI ANS\ Wi 1-1.3 rlwn 9 / 15 /0 .3 SEE SHEET NO. 12 r SEE SHEET NO. 12 61 6 -pyo •-00• ? 6 75 �'G�',�c 961 j' Q�J i x 06, 6 5 38 > ys ,P G s 6 75 > s 7 38 jr > >�p jr x�s>51 5 t 87 io > 9. > U jZ jr > 9 �? > s Q 86 >jrUj C> EXISTING 15" SEWER S4k 6 O PER WORK ORDER NO. 3156 ____� �� F 6 6 75 TO BE REMOVED PER PAVING, � \ N GRADING AND DRAINAGE PLAN g 76 9 7 6 6 15 6 5 6 i v 7 38 41 jr 51 d s ':>6 It5 C� Z�) , C-,4�-1 DwI J' 0 46606\IMPIANS\WT1-14dwn 9/15/0: r- crD r - En O Z a. a J W V Q d m r Q M O O CV 0 U. U Z W D Q t7 O Qz a Z W W O a W t` U J coa CONSTRUCTION NOTES 6 .off 15 BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 AT THE NORTHWEST CORNER OF BASE UNNEE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. j I _ PROPOSED Q* LEECH FIELD 51 3 METER BOX ONLY AND DESIGNED BY B.J.B. Ey r _ PROPOSED R//`W 2 AGF ' `oyo SERVICE PER CFD 2001-01B INSTALL PUBLIC 6" FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 I t 1201.51 INV. 8" WAT . INSTALL PUBLIC WELD CAP 178' 1 187't C 199.64 INV TP 12" SD Ply. LR. 84' 94' 120519 FS 16' 68' 79 REMOVE EXISTING PUBLIC WELD CAP AND JOIN ':>6 It5 C� Z�) , C-,4�-1 DwI J' 0 46606\IMPIANS\WT1-14dwn 9/15/0: r- crD r - En O Z a. a J W V Q d m r Q M O O CV 0 U. U Z W D Q t7 O Qz a Z W W O a W t` U J coa CONSTRUCTION NOTES BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 AT THE NORTHWEST CORNER OF BASE UNNEE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. 2O INSTALL PUBLIC 8"-10 GAGE CML A C WATER MAIN 41 INSTALL PUBLIC 8' FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 DESIGNED BY B.J.B. © CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 & 11A ® INSTALL PUBLIC 6" FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 O7 INSTALL PUBLIC WELD CAP 11 REMOVE EXISTING PUBLIC WELD CAP AND JOIN 51 INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A SCALE AS SHOWN WORK ORDER No. 294859 ATLAS No. 2311 241 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 69 INSTALL PRIVATE 8' X 8' X 8" FLANGED TEE Y 17 INSTALL PUBLIC 8' 45° BEND FLANGED ELBOW F7_51 INSTALL PRIVATE WELD CAP DIAL TOLL FREE GRAPHIC SCALE ® INSTALL PUBLIC 8" 22.5° FLANGED ELBOW 85 INSTALL PRIVATE FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. N0.3 40 0 20 40 80 160 = 1 -800-422-4133 21 INSTALL PUBLIC 8' 11.25° FLANGED ELBOW ® INSTALL PRIVATE 6"-12 GAGE CML i3 C WATER MAIN f AT LEAST ?MIO DAYS 26 INSTALL PUBLIC 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 87 INSTALL PRIVATE 8"-12 GAGE CML & C WATER MAIN - _ - Z BffORE YOU DIG ® INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 28 (IN FEET) ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. N0.2' 1 inch = 40 ft. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ':>6 It5 C� Z�) , C-,4�-1 DwI J' 0 46606\IMPIANS\WT1-14dwn 9/15/0: r- crD r - En O Z a. a J W V Q d m r Q M O O CV 0 U. U Z W D Q t7 O Qz a Z W W O a W t` U J coa BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK N0. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 AT THE NORTHWEST CORNER OF BASE UNNEE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. PLANS RED NDER SUPERVISION OF STA L C. MORSE DATE g-�-O3 R.C.E. 20596 F= n J . _ to MORSE 17320Red6illAve. � � F . Suitt 350 D O K I C M Irvine, CA 92614 � r '` � " r Voice: 949-251-8821 s c H u �r z FAX: 949-251-0516 g «_-_ _ PLANNERS E N Ci 1 N E E R S S u R v E Y O R S ___ __ __ _ __ ___ __ ___ DATE APPR ED ( 6Y _ _ ASSISTANT GENERAL MANAGER/C00 DESIGNED BY B.J.B. DRAWN BY B.J.B. CHECKED BY C.C.W.D./HB U AMONGA COUNTY WATER DiSTRICT PUBLIC WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS,CFD 2003-OIB ' ' LINER DRAWING No. j�/j P � 1 I SHT. 14 OF 1 7 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 SCALE AS SHOWN WORK ORDER No. 294859 ATLAS No. 2311 241 REV. DESCRIPTION DATE PP'D ':>6 It5 C� Z�) , C-,4�-1 DwI J' 0 46606\IMPIANS\WT1-14dwn 9/15/0: r- crD r - En O Z a. a J W V Q d m r Q M O O CV 0 U. U Z W D Q t7 O Qz a Z W W O a W t` U J coa REV. r --------s_ - ----- I I (D�34+65.716] 11232.34 INV. 11' WAT. j 11230.51 TP 12" SD 1.831 CLR. i I I (FUTURE ENTRANCE ' 11231.73 INV. 12" WAT. 1226.83 TP 30" SD 4.90'1 CLR. j I I 6 34+68.791 i 34+66.791 UNE '9' . I' I PROPOSED CURB do GUTTER I i I 1; --------- " 9 �/ 73 - - - - - - - - - - - I -t I 16+74 02 LU j 3000 I 51 j I 3150 O Z 80 9 80 64 EXISTING I 1 LU 31 15" SEWER I Q I w > 2 I 7' I d I 22+44.10` c •D, I W i FNtE-4 76 23+46.50 15 I Z I-73--- ----�( 13900J1 �! I Z 64 Z W j > I Q I I 43 1 39000 80 9 W I I I 6 , O Z 73 a V I 3 L' I I I I I I 73 30008 3300 76 PROPOSED CURB do GUTTER I � Wyl I �' I 6 51 30008 3300 I �------- � O j L- - ----------r- ----------- FIRE -1 51 - ---- 76 -L r 51 51 73 I 1 7 i 49 51 43 I I +-- 23+18.94 36 6 1 I '3 71 I PROPOSED 3T 18' j STORM DRAIN 76 PROPOSED 2,C { I -------- -----------------J STORM DRAIN ---- ---------------------------- ---- DETAIL 'B-3' DETAIL 113-1' I SEE SHT. NO. 4 SEE SHT. NO. 3 ------------ ' I I I I 27+34.67 I 9 AREA -3 I 8 I j 27+32.24 pmm I 27+29.94 70 STRG. I o rl .�. 39008 27+25.44 7' PROPOSED /CURB do GUTTER I ~ I IL 1 W W UTNE 'D' > 51 Q 49 PROPOSED Y CURB do GUTTER 7p 26+72.38 I 6 1 FRE j I 6 ' 26+62.68 _-2 I I L----------------I--------------� DETAIL 113-21 SEE SHT. NO.4 a600 CO 43LO43 00 1 e 69 + + 00 51 I % CD r� I r �% 15 36 Co 1 73 � � � 73 I I PROPOSED 6 p I I CURB do GUTTER 00 rn CD` 4 I I + + 00 + + { I t ++ = I �4 Akll f BLDG.1300 6 s s I 6 I - I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DETAIL '13-6' CONSTRUCTION NOTES t�l INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN 2� INSTALL PUBLIC 8'-10 GAGE CML & C WATER MAIN © CONSTRUCT PUBLIC HOT TAPNVELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A O7 INSTALL PUBLIC WELD CAP ® INSTALL PUBLIC 2" IRRIGATION TURBINE METER AND BOX PER C.C.W.D. STD. DWG. NO. 2" Og INSTALL PUBLIC 2" IRRIGATION SERVICE LINE PER C.C.W.D, STD. DWG. NO. 2"- 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 © INSTALL PUBLIC V MANIFOLD PER DETAIL SHT. NO.2 INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B ® INSTALL PUBLIC 1" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 31 INSTALL PUBLIC 1.5" DOMESTIC METER AND BOX PER C.C.W.D. STD, DWG. NO.2 SEE SHT. NO. 6 © INSTALL PUBLIC 2" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 33 INSTALL PUBLIC 3" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO. 2B 36 INSTALL PUBLIC 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 3© INSTALL PUBLIC 2" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2" ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2 - INSTALL PUBLIC 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B ® INSTALL PUBLIC 6' FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 43 INSTALL PRIVATE 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 47 INSTALL INCOMING FIRE PROTECTION SERVICE PER DETAIL SHT. NO.2 49 INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONIC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS RED NDER SUPERVISION OF STA L C. MORSE DATE 2-2Z-03 R.C.E. 20596 I I 65 1 I I I i I I I I I I I I I I 65 � I _ _-----. _..I I I I i I r------------------------------------ ---� r -------------- I PROPOSED I I I 8" SEWER I I I i I I 2 � - - - - - - - - - - - I -t I 16+74 02 LU j T I 5000A6 7238 25+40.09 I I 116+61193 ; I I O Z 80 PROPOSED I 1 I EXISTING I STORM DRAIN I 31 15" SEWER I I I w W F„ I 2 I Q I I 22+44.10` c •D, 2 a .� i i FNtE-4 76 23+46.50 15 6 Z W I I I-73--- ----�( 13900J1 86 64 W I Z -._...: j > I Q I I 43 1 39000 80 9 1100A I I I 6 , O U. LU I Y I I I 3 15+08.09 I I I I I 73 30008 76 PROPOSED CURB do GUTTER I � 23+32.84 I �' I 6 51 30008 I k4+92.50 I �------- � O j I � I 51 73 Q4+92.50 6 I I 51 UNE 'G', I I +-- 23+18.94 36 6 1 I '3 71 I I I I 18' w i 76 PROPOSED 2,C I -------- -----------------J STORM DRAIN L------'-- - ---- DETAIL 'B-3' -- --------------J I SEE SHT. NO. 4 B-5 -------------------------------------------------------- SEE SHT. NO. 5 I 51 I 2 UNE M co N t� I an 00 00 Cn u7 N N O ^ LO M p I+ + ± o 0 0 oN I � + C) I 15 8 36 I 6 9 6 PROPOSED 6 6 6 6 15 CURB do GUTTER 6 I I I I BLDG. 3800B =--� I \ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DETAIL 113-7' SEE SHT. NO. 7 51 INSTALL PRIVATE 3- DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A F6-41 INSTALL PRIVATE 1.5" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 65 INSTALL PRIVATE 1" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A F6-91 INSTALL PRIVATE 8" X 8" X 8" FLANGED TEE 70 INSTALL PRIVATE 1" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A 71 INSTALL PRIVATE 8" X 6" REDUCER 72 INSTALL PRIVATE 2" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A 73 INSTALL PRIVATE 3" DOMESTIC FE13CO MODEL 880V REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A & 2B M O R S E • D O K I C H SCMULTZ P L A N N E R S E N G1 N EE R S 17320 Redhill Ave. Suite 350 Irvine, CA 92614 Voice: 949-251-8821 FAX: 949-251-0516 SURVEYORS E0 INSTALL INSTALL PRIVATE WELD CAP 76 INSTALL PRIVATE 8" FIRE FE13CO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WfTH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B 78 INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B ® INSTALL PRIVATE 1.5" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A DATE APPRI�11 gm olilk BY ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 DESIGNED BY B.J.B. DRAWN BY I CHECKED BY B.J.B. C.C.W.D./HB - - - - - - - - - - - - - - - - - - - r- ----------------------------------------- NORTH NORTH MAINSTRM - - - - - - - - - - - - - - - - - I_ J 16+74 02 LU j 18 I 5000A6 7238 5600 3 116+61193 ; I I O Z 80 I 6 EXISTING I I PROPOSED 31 15" SEWER I CURB &GUTTER 16+6172 I w _. 2 I I P.I.V. W j - - 1<6+59.62 23+46.50 15 6 Z 72 Im 86 64 W I 49 I 1100A tV 1100A 23+40.28 6 , O U. 65 38 V I 30008 I 23+32.84 I �' I 6 51 30008 O j I � I 51 73 I I UNE 'G', I _R- r'- - _ _ _ FRE 5 -- E 5 - 43 +-- 23+18.94 36 6 1 I l ; 18' w i 76 PROPOSED 2,C I ' STORM DRAIN -------------------- -- --------------J I ' DETAIL B-5 SEE SHT. NO. 6 -------------------- ---------------------- I 8 { AREA -8 72 j 17+2&22 8 I { I 1 50008 - 3 I 17+23.66 6 { _1 { 50008 1 I 73 1'7+13.58 36 6 I 62 � { ----------------------- I 51 1 43 FIRE -8 I I-------- 76 t I I I I I I 5000A it z I W L----- ---------- I ------ 1: - - - - - - - - - - - - - DETAIL 113-8' SEE SHT. NO. 8 0 H V GRAPHIC SCALE z 10 0 5 10 20 40 a H __ Z - W ( IN FEET) 2 W 1 inch= 10 ft. > O w a U AMONGA COUNTY WATER DISTRICT DRA�W/ING N0. - - PUBLIC WATER IMPROVEMENT PLAN FOR SCALE WORK ORDER ATLAS No. No. 2311 VICTORIA GARDENS, CFD 2003-OIB DP 5859 2312 J AS SHOWN 22948 2411DETAILS SHT.150F17 ca a ��1QCT. ILP 0 2-j iL,+-1 DL -,9 9 (:\46606\IMPIANS\W11-15dwn 9/17/0.3 73 :: i- 16+74 02 LU j 5000A6 7238 5600 3 116+61193 ; I I O Z 80 I 6 5600 I I a Q 31 NZ 16+6172 I w 6 4 I V P.I.V. 1<6+59.62 �. 15© Im 86 64 I r-- C? tV I U. it z I W L----- ---------- I ------ 1: - - - - - - - - - - - - - DETAIL 113-8' SEE SHT. NO. 8 0 H V GRAPHIC SCALE z 10 0 5 10 20 40 a H __ Z - W ( IN FEET) 2 W 1 inch= 10 ft. > O w a U AMONGA COUNTY WATER DISTRICT DRA�W/ING N0. - - PUBLIC WATER IMPROVEMENT PLAN FOR SCALE WORK ORDER ATLAS No. No. 2311 VICTORIA GARDENS, CFD 2003-OIB DP 5859 2312 J AS SHOWN 22948 2411DETAILS SHT.150F17 ca a ��1QCT. ILP 0 2-j iL,+-1 DL -,9 9 (:\46606\IMPIANS\W11-15dwn 9/17/0.3 m r- - - - - - - - - - - - - - - - - - - - - - - - - I I 14' - - I I I I EXISTING f 15" SEWER PROPOSED W t CURB do GUTTOI Q I 2 I - -- Ix I a j 18+78.50 15 6 Lu I 3 \ Z 76 UNE 'G' > o I �...9`-----------� 18+68.50 6 6 J I I 73 W Q 18+61.08 Z I O ' I 1 � I I 79 72 3 59 I------ ---1- 18+61.08 6 I 51 7A 73 9 PROPOSED _ { CURB do GUTTER I LT'I z A c I 14' L----------- ��----'y-- - - - - - - - - - - - - - - - i ------ DETAIL 113-91 -----DETAIL'B-9' SEE SHT. NO. 9 r------------------------- ------------------------ I � I I � I l' PROPOSED I CURB do GUTTER I I ' I VERSAILLES STREET ; RIVATE) PROPOSED 8" 1 I I 6 6 6 SEWER I < : - 15 36 I o o I - -- - ws- I L ; ( I I I 1 43 I I I I I ' I I � I I I ----------------- DETAIL - - - - - - - - - - - - - - J DETAIL '13-13' SEE SHT. NO.9 CONSTRUCTION NOTES Q1 INSTALL PUBLIC 12"-10 GAGE CML & C WATER MAIN O2 INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A tNqT-AI:t FmdoI:me 2, IRRIGATION SERYIGE LINE PER G.G.W.D. ST9. PWG. 049. .. 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3 © INSTALL PUBLIC 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B © INSTALL PUBLIC (ir MANIFOLD PER DETAIL SHT. NO.2 Nei ©9 INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B ® INSTALL PUBLIC 1" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 31 INSTALL PUBLIC 1.5' DOMESTIC METER AND BOX PER C.C.W.D, STD. DWG. NO.2 0 INSTALL PUBLIC 2" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO.2 ® INSTALL PUBLIC 3" DOMESTIC METER AND BOX PER C.C.W.D. STD. DWG. NO. 2B 145_1 Q I I 5300 ' I 72 I 5300 I I 73 51 I ? � I PROPOtED I CURB do GUTTER ' 1 L- - - - - - - - - - - - - - - - 1 ----------------------- 7p --------------------- 7' PROPOSED T SEWER 3+35.34 15 6 I PROPOSED IT 64 Ji STORM DRAIN i 76 uj Vq L&. I 3 13+05.98 a s r La T m DAYS I I � UNE 'M' z I g I 3 - I W 0 12+88.00 I 6Q I 3 I 38 I > PROPOSED 49 CURB &C GUTTER I 51I 7' � I I - - - - - - - - - - L - - - - - - - --- - - - - - - - - -� DETAIL 113-10' SEE SHT. NO. 10 r------------------------------------------------ I I I i I I I ; I PROPOSED I I CURB & GUTTER ; I VERSAILLES STREET (PRIVATE) 1 I PROPOSED T I � I _X,' SEWER 6` - 6 6 6 PROPOSED 18' g 15 6 STORM DRAIN I E-- - - - -ui CN I I o 1 I 1 i 1 I I I I 3 30 30 70 70 UNE 'K' � 59 I I 65 I t I ' �. 72 7 -65 49 P-4 ----+------------------- ------------------ I 49 78 I 8283 59 1 I I -1 I I -------------------------------j DETAIL 113-14' © INSTALL PUBLIC 8" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 0 INSTALL PUBLIC 2" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2' ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO. 2* 39 INSTALL PUBLIC 1.5' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B ® INSTALL PUBLIC BLOW -OFF ASSEMBLY PER C.C.W.D. STD, DWG. NO.6 ® INSTALL PUBLIC 6' FIRE DETECTOR CHECK VALVE PER C.C.W.D. STD. DWG. NO.8 43 INSTALL PRIVATE 8- FIRE SERVICE LINE PER C.C.W.D. STD. DWG, NO. 8B 49 INSTALL PRIVATE 2" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 51 INSTALL PRIVATE 3' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 59 INSTALL PRIVATE 4" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 64 INSTALL PRIVATE 1.5' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 65 INSTALL PRIVATE 1' DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2A 69 INSTALL PRIVATE 8" X 8" X 8' FLANGED TEf. BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS ARED.4JNDER SUPERVISION OF STAkUP C. MORSE DATE R -2-j-23 R.C.E. 20596 SEE SHT. NO. 9 ii-- - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 I I, I I I SEWERPROPO8" I 79 69 I �i 71 51 ,I L--- ----------------- ----- - --------- --- ----:I I 73 I 73 72 I 43 ' I I 72 I I LLJ I Q PROPOSED 76 WATER EASEMENT I a 2 139 51 I W I I V I I IL UNE T 49 I Cf.I I C1 I LINE 'N' I J o 0 0 0 oCp I I Q I 31 I I I I I PROPOSED 54" I I STORM DRAIN I I 7' I j I L--- ---------------------------------------------- DETAIL --- -------------------------------DETAIL 'B-11' SEE SHT. NO. 10 r-------------------------------------------------- -----------------------------------------DEFT. L&. -800-422-4133 I OUT.------- 2 r La T m DAYS I I I 10+55.67 6 3 51 I I 7' W _ I VICTORIA GARDENS,CFD 2003-OIB 0 V 1 I I > 47 I I I � S QQ } 4 O -t 2 C i1 I I �) , �) I-\ 46606\ IMPI ANS\ WI 1-16 dwn q/1.9/n.3 I I d n, I W l 40POSED 54" Q 5 ' I STORM DRAIN I a 77 I 1 I D I I = NOTE: FINAL LOCATION OF THIS EQUIPMENT I H IS TO BE COORDINATED WITH MAY STORE PRIOR TO INSTALLATION OF THE PROPgSED I Q WATER LATERAL AND BACK FLOW CURB I& GUTTER I I 2 3 PREVENTER 6 I I 36 I UNE 'N' 6 0 15co M I VERSAILLES STREET (PRIVATE) M I I _ N I I I I I I 1 � � I I I I UNE 'K' I I L------------------------------------------------- -------------------------------------------------DETAIL DETAIL '13-15' SEE SHT. NO. 10 70 INSTALL PRIVATE 1" DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A 71 INSTALL PRIVATE 8" X 6" REDUCER F7-21 INSTALL PRIVATE 2' DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A 73 INSTALL PRIVATE 3" DOMESTIC FEBCO MODEL 880V REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A & 2B 75 INSTALL PRIVATE WELD CAP 76 INSTALL PRIVATE 8" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B 77 INSTALL PRIVATE 8" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER PER C.C.W.D. STD. DWG. NO. 813; TO INCLUDE UL LISTED GATE VALVES, SIAMESE NRS GATES, FM APPROVED LESS GATE AND 2 TAMPER SWITCHES 78 INSTALL PRIVATE 6" FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 79 INSTALL PRIVATE 8" X 4" REDUCER 80 INSTALL PRIVATE 1.5' DOMESTIC FEBCO MODEL 860 REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D STD. DWG. NO. 2A 81 INSTALL PRIVATE 6" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B 82 INSTALLL PRIVATE 6" X 6" X 6" FLANGED TEE 83 INSTALL PRIVATE 6' X 4' REDUCER 86 INSTALL PRIVATE 6"-12 GAGE CML & C WATER MAIN DATE APPR VED ^ O BY _ ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 DESIGNED BY B.J.B. SCALE AS SHOWN Ir- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - l P.I.V. 12+15 24 4 s I I' I f I r 8s I l E 12+15 24 I I; 15 6 I I; I C r E I I - I I 6 11 +97.37' -- i '• I 9 DEFT. 3 I UNE 'E'' S1 73 E, 43 I 476 FRE -12 I 11 +82.65: --------------------------------- ----- ---- I I - - 43 I j 6 11 +74.94 76 tk1RE-13 I ----------------------- I � � I I I I 1 i 1 L ------------ --------------------------------------i DETAIL '13-12' SEE SHT. NO. 11 -J -------------, I I I I I --J I I 10+61.80 40 r I I 10+56.52 6' I 3 I I D I 10+45.60 1 s � 10+38.11 I 66 I PROPOSED' WATER EASEMENT UNE 'S' .i I I I + I �- tN I � � I O 1 LINE 'K' ; a I I :E VERSAILLES STREET (PRIVATE) I w L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 0 DETAIL '13-16' a SEE SHT. NO. 10 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch= 10 ft. IIAL TOLL FREE CHECKED BY L&. -800-422-4133 Go r La T m DAYS �_ PUBLIC WATER IMPROVEMENT PLAN FOR a fF-- BFORE YOU DAG 4 M ATLAS No. 2311 VICTORIA GARDENS,CFD 2003-OIB 0 V DP 58d03 2294859 0 DETAILS SHT.16 OF 17 N 40 S QQ } 4 O -t 2 C i1 I I �) , �) I-\ 46606\ IMPI ANS\ WI 1-16 dwn q/1.9/n.3 G IIAL TOLL FREE CHECKED BY U AMONGA COUNTY WATER DISTRICT -800-422-4133 Z r La T m DAYS �_ PUBLIC WATER IMPROVEMENT PLAN FOR a fF-- BFORE YOU DAG w UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W O DC a DRAWN BY CHECKED BY U AMONGA COUNTY WATER DISTRICT DRAWING No. B.J.B. C.C.W.D./HB �_ PUBLIC WATER IMPROVEMENT PLAN FOR � M ) p� (� -� W a WORK ORDER No. ATLAS No. 2311 VICTORIA GARDENS,CFD 2003-OIB -W32 -I � V DP 58d03 2294859 2411 DETAILS SHT.16 OF 17 °° S QQ } 4 O -t 2 C i1 I I �) , �) I-\ 46606\ IMPI ANS\ WI 1-16 dwn q/1.9/n.3 FUT. Fbr-M I------- FRE- FRE -18 L -------- I I 74 ---------------------------i ,8' I CONSTRUCTION NOTES - 1RACT-------- n�ACT.� --.� aACT -_- -- ;.----.--------�------, I FIRE DEPARTMENT CONNECTION BUILDING LAYOUT No. 16312 NO. 163a No. biro 1 ZO INSTALL PUBLIC 8"-10 GAGE CML & C WATER MAIN { iRA+�t I 1 "0. 16373 IF 1 © CONSTRUCT PUBLIC HOT TAPIWELD COLLAR PER C.C.W.D. STD. DWG. NO. 11 AND 11A j a No FIRE -11 BUILDING 3000A (FOODHALL), 3150 AND 3300 1 r OHM"aT M C90 2M."ARIA � -V I I 15 INSTALL PUBLIC FIRE HYDRANT ASSEMBLY PER C.C.W.D. STD. DWG. NO.3T1 ' I FlRE-2 BUILDING 39008, POLICE SUBSTATION AND STORAGE I ©9 INSTALL PUBLIC 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO. 2B I f j FIRE -3 BUILDING 3500 AND 3700 _ PROPOSED EXISTING 15" 36 INSTALL PUBLIC 8' FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B . r 1 FIRE -4 BUILDING 3900A (CINEMA) AND 3900C GARDEW CURB & GUTTER SEWER ® INSTALL PUBLIC 3" DOMESTIC METER BOX PER C.C.W.D. STD. DWG. NO.2' I ' PLACE1 FIRE -5 BUILDING 1100A AND 30008 1 ,. ta,L�6iat c , _; -.. � r ar�nsaAl o2w►tw DitrtlE' (PrtnATr( I 1..•....�r._T...._-...�--..tm,.TEi - 1 I I 1 1 1 FIRE -6 BUILDING 11006, 1300,1500, 3000C, 3200A AND 32008 I 51 INSTALL PRIVATE 3" DOMESTIC SERVICE LINE PER C.C.W.D. STD. DWG. NO.2 & 2AAREA3 09_ FIRE -7 BUILDING 1700, 3600, 3800A AND 38008 j 59 INSTALL PRIVATE 4- FIRE SERVICE LINE PER C.C.W.D. STD. DWG. NO. 8B 1 ;' AREA 1 . AREA 2 ; I I FIRE -8 BUILDING SOOOA, 50008 AND 5600 I 74 INSTALL PRIVATE 4" FIRE FEBCO MODEL 870V DOUBLE DETECTOR CHECK BACKFLOW PREVENTER WITH I j I I FIRE -9 BUILDING 1100A AND FUTURE 5200 Z SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. BB I �. • . _ . .w. • _ _ • i :"s� r.ft9!r�*�':'": �F_ • ..'• • -.� • • � I • • _ _ r • • • • • • W I 1 1 FIRE -10 BUILDING 1200,1400A AND 5300 19+88.29 I FIRE -11 BUILDING 14008, 1600 AND 5400 6 QI i ; AREA 4 t I I J ; 5 O • r 1 I ME -12 DEPARTMENT STORE NO.3 J I I 1 AR1 AB ; r + 1 FRE -13 DEPARTMENT STORE NO.3 LU I 19+82.50 6 i 1 • • ---•' i --- ` " 9 I FRE -14 DEPARTMENT STORE N0.1 AREAI ZI ARErK6 AREA 7 IF ; I FW -15 BUILDING 10008 AND 1000C O Ey I 1 FRE -16 DEPARTMENT STORE NO.2 19+72.50 1 .---:----•-__.. __.....___ ......1••....l.. p I FIRE -17 BUILDING 5500 AND 5700 " 1 E � (PRMAT€ 15 6 PROPOSED124 = i' 1 STORM DR#IN H 1 , f:' I FIRE -18 BUILDING FUTURE 5100 AREA 10 i AREA 11 f�I 1 � 1 1 FffiE-19 EAST PARKING STRUCTURE r. Z I .Oro 1 I .r -r �•T�e,� �-.��rtr-,�.��-,r�-�� �rs�s�Eott AVz'*'& I MCT"A 9A"DEN9 LANE CPD 200"" 1 I 1 j I pow GRAPH I IC SCALE I �.• � I 1 10 0 5 10 20 40 1; 1 r, , ,. I t SCALE 1'-500' 1 `.... 1. FODT"RL aOUKOVAND I0MVE ON CMMft1Ta ( IN FEET) I I I 1 inch= 10 ft. I I *� oa 0 � L------------------------------------------------- --------------------------- J 'AIL "B-17" APPROXIMATE AREAS BEING SERVED BY IRRIGATION SEE SHT. NO. 6 M -STA *MffVC3 TYPE i REtPUL.ARLY FURIVM. Hrn; Polished brass a " roupa base plate letta•ed HYDfiANT VALVE --' CONTROL threaded 1 %"wq ar. x 16" 16 crn long oolished brass cover sleeve and cap - chan. Rough bracts 1 A"�3.e cm NPT iocK nut, 30"/7a.2 cm long x %*12.2 cm square steel extension rad, with coupfing for attac"imerrt to stem of below -grade gate valve. 1 V4 TT -W FREE-STANDING INSTALLATION rail cap Bracts sleeve ti" Ezrenahn Aod".10"rn.rv,) i coney" asp• aran Base Plate 1'4'1rs" NtppM �, 2N" [taw Nola BY Others 11aq�lrsd ;n' � cor>G�ase dee �' Loco Nut --Wive son _ FREE-STANOING REGULARLY FURNISHED: Cast brass back angle body with male hose threads with caps and chains. 18"14s lam long polished brass cover sleeve and cast brass plate lettered HYDRANT, inlet size and number of outlets as selected by Model Number. Madel - Stze 5845 ...........4" x 2' 111.2 x s.4 cm 2 -Way -- 5846 ...........6" x 2%"1y5.2 x 5.4 cm 2 -Way 5848 ...........6" x 24"irs 2 Jr 6.4 CM3 -Way VARIATION: Additional heights available SPECIFY: Height OVERALL HEIGHT: 24",ei cm RADIUS OF BODY SWING,- 7X"if9 cm DRY STAND PIPE CONNECTION TO PUBLIC WATER SYSTEM NOTES: 1. SLEEVE AND SEAL THRU FLOOR 2. FLOOR CONTROL VALVE WITH TAMPER SWITCH 3. ISOLATION CHECK VALVE WITH AUTO BALL DRIP 4. INCOMING FIRE PROTECTION WATER SUPPLY, (SEE PLAN FOR SIZE) 5. SYSTEM DRAIN PIPE SPILL TO STANDPIPE DRAIN 6. FLOW SWITCH WITH ELECTRICAL HORN/LIGHT UNIT E.C. (INTERIOR AND EXTERIOR) 7. TO FIRE PROTECTION SYSTEM 8. A.S. PIEP STUB -OUT WITH 12" FLANGE 12" A.F.F. LIMITS OF CONTRUCTION PER THIS WATER IMPROVEMENT PLAN 9. ALL WORK BY FIRE SPRINKLER CONTRACTOR NOTE: - FIRE PROTECTION WATER SERVICE SIZE TO BE DETERMINED BY FIRE PROTECTION CONTRACTOR BY HYDRAULIC CALCULATIONS PRIOR TO THE START OF WORK 4 7 INCOMING FIRE PROTECTION SERVICE NTS � ' �+ 2"`> ,�!i i' I 1/W9 I )i� \4fifi(lfi\IMPIANS\WTI-17ciwn 9/1.5/x.3 BENCH MARK CITY of RANCHO CUCAMONGA BENCHMARK N0. 10051, ELEV.: 1300.686 PLANS RED NDER SUPERVISION OF y- M O R S E 17320 Redhill Ave. Sane 350 DATE APPRO D - BYPM - DESIGNED BY B.J.B. DRAWN BY B.J.B. CHECKED BY C.C.W.D./HB C-AMONGA COUNTYWATER DISTRICT DRAWING No. SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25No STA L_ C. MORSE v o K 1 t H Leine, CA 92614 Voke:949-251-8821 ' o l S G H U LT Z FAX: 949-251-0516 ASSISTANT GENERAL MANAGER/COO PUBLIC WATER IMPROVEMENT PLAN FOR �'7 I - J oo3--W32--►� Q CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT SCALE WORK ORDER ATLAS No. MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. 2-27-03 20596 DATE R.C.E. = = P L A N N E R S ENGINEERS SURVEYORS _- __ _____ _ _____-__________ 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 (909) 987-2591 AS SHOWN DP 5859 22948 2312 2411 DETAILS SHT.1 7 0F1 7 REV. DESCRIPTION DATE PP'D � ' �+ 2"`> ,�!i i' I 1/W9 I )i� \4fifi(lfi\IMPIANS\WTI-17ciwn 9/1.5/x.3 GENERAL NOTES 1. ALL SEWER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 4. ALL SEWER LINES SHALL BE VITRIFIED CLAY PIPE (V.C.P.), UNLESS OTHERWISE SPECIFIED ON THE PIANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. THE MINIMUM SLOPES FOR ALL SEWER MAIN LINES SHALL CONFORM TO SECTION 11-14, TECHNICAL PROVISIONS, OF THE STANDARDS AND SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. 5. ALL SEWER LATERALS SHALL BE V.C.P., UNLESS OTHERWISE SPECIRED ON THE PLANS, AND SHALL CONFORM TO THE SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. ALL HOUSES LATERALS SHALL BE 4 INCHES IN DIAMETER, WHILE LATERAL SIZING FOR OTHER FACILITIES (COMMERCIAL, INDUSTRIAL, APARTMENTS, ETC.) SHALL BE AS NOTED ON THE PLANS. ALL LATERAL CONNECTIONS TO THE MAIN LINE SHALL BE THROUGH A WYE CONNECTION, UNLESS OTHERWISE SPECIFIED ON THE PLANS. 6. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. 7. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING MANHOLE INVERTS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF MANHOLE DEPTH OR DESIGNED SLOPE OF THE SEWER LINE PRIOR TO OR DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR TO CONTINUANCE OF CONSTRUCTION, 8. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 9. THE CONTRACTOR SHALL HAVE A CLASS C42 LICENSE. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING MANHOLE CHANNEL GUARDS IN ALL SEWER SYSTEMS AS DIRECTED BY THE DISTRICT ENGINEER. 11. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 12. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. 13. THE DEVELOPER SHALL HAVE THEM ENGINEER VERIFY THE ELEVATIONS OF THE MANHOLES IN ANY PAVED SECTIONS TO ALLOW ANY NECESSARY ADJUSTMENTS TO THE MANHOLE FRAMES PRIOR TO PLACEMENT OF FINAL PAVEMENT. 14. BACKWATER VALVES ARE REQUIRED ON ALL SEWER LATERALS PER SECTION 3.11 OF SEWER ORDINANCE 32-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION OF BACKWATER VALVES SHALL CONFORM TO SECTION 16-01 OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. 15. GREASE INTERCEPTORS ARE REQUIRED FOR THE PROPER MAINTENANCE OF LIQUID WASTE CONTAINING GREASE, SAND, SOLIDS, ACID OR ALKALINE SUBSTANCES, OR OTHER INGREDIENTS WHICH MAY BE HARMFUL TO THE PUBLIC SEWER SYSTEM. SIZING OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 3 OF WASTEWATER ORDINANCE 28-C OF THE CUCAMONGA COUNTY WATER DISTRICT. INSTALLATION OF GREASE INTERCEPTORS SHALL CONFORM TO SECTION 16-02, TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT. ' . 16. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS BUILT' DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL ACCEPTANCE OF ANY SYSTEM. 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF CONSTRUCTION. 18. FOR SEWER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 967-2591, TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. 19. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. PU SO LIC, SE____wFR IRIP ROVFRIENT VICTORIA GARD_F_.__jNS CFD 2003w0l B CULTURAL C.- F--; NTF_ R DR,IVE ARR O -R LANE PA R --%--.CEL MA,P KPO-. 15716=1 CIN OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA I TRAI . > 13 I � I L---------------------J I I I f I I I I I I I I BASIS OF KARM THE BEARING OF N 89'55'01' W FOR THE CENTERLINE OF FOOTHILL BOULEVARD AS SHOWN ON PARCEL MAP NO. 15641, P.M.B. 192/93-100, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. Q�pf ESS/p�,li CD No. 20596 1' 2M Exp. 9-30-05 `� C1Vlt/,>' qlF Ar CAL.\ Victoria Gardens -C, LLC - A California Limited Liability Company - 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 - I OACT 40, 1637 CHURCH STREET - CFD 2001-01B _ - __ PARCEL 47 ---- - PARCEL 1 PARCEL MAP NO. 15716-1 WEST PARKING STRUCTURE UTILITY CONTACTS CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 CONSTRUCT 8" VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30) CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD CONSTRUCT 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18 RANCHO CUCAMONGA, CA 91730 4 SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 6554555 7951 REDWOOD AVENUE 2 FONTANA, CA. 92366 CF CHARTER COMMUNICATIONS CORP. (909) 880-0220 4240 N. HALLMARK PARKWAY (909) 880-0230 SAN BERNARDINO, CA. 92407 FL VICTORIA G A R D E N S RANCHO CU C A M O N G A ,CAL 1 P O R N I A t RAF�HOAMMCULTURA CENTER PARCEL 48 PARCEL MAP NO. 15716-1 (MULTIFAMILY RESIDENTIAL TURAL CENTER DRIVE (PRIVATE) PARCEL 4 PARCEL MAP NO. 15716-1 EAST PARKING STRUCTURE INDEX MAP SCALE 1"=100' VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES & ESTIMATED QUANTITIES # PROPOSED SANITARY SEWER MAIN LINE -+--------- 0 EXISTING SANITARY SEWER MAIN LINE -+ --0 CFD SANITARY SEWER MAIN LINE CONSTRUCT 8" VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30) WATER MAIN LINE - FIRE HYDRANT ASSEMBLY CONSTRUCT 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18 WATER SERVICE LINE 4 STORM DRAIN MAIN LINE INSTALL 8" PLUG STREET CENTER LINE 2 CURB & GUTTER CF CURB FACE INV. INVERT M H MANHOLE FL FLOWLINE BUILDING DOOR LOCATION 17+66.42 : -SEWER STATION = 26+15.47 MONET AVENUE --EQUIVALENT STREET STATION PARCEL 48 PARCEL MAP NO. 15716-1 (MULTIFAMILY RESIDENTIAL TURAL CENTER DRIVE (PRIVATE) PARCEL 4 PARCEL MAP NO. 15716-1 EAST PARKING STRUCTURE INDEX MAP SCALE 1"=100' VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES & ESTIMATED QUANTITIES # SEWER IMPROVEMENTS UNIT QUANTITY 30. CONSTRUCT 8" VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30) LF 1,377 31. CONSTRUCT 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18 EA 4 32, INSTALL 8" PLUG EA 2 33. REMOVE PLUG AND JOIN EA 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METWODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 3/4: 1 SLOPE OR GREATER OR ADEQUATE SHORING PIPE SL"ADE UNDISTURBED NATIVE MATERIAL SHAPED TO ACCOMODATE BOTTOM OF PIPE NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS TOLL FREE 00-422-4133 EAST TIMI ws U"Um w M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3/4 : 1 SLOPE -OR GREATER OR ADEQUATE SHORING COMPACTED BACKFILL GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL N_ Uj T5 - r�4 a Q_ SEWER AND WATER MAIN NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE. 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING. 3. CLASS 11 AGG. BASE ALL TRENCHES LESS THAN 100' IN LENGTH PER CITY RANCHO CUCAMONGA STD DWG. 120 TYPICAL TRENCH SECTION STD. DWG. N0. 30. 0.6"D' GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL BENCH MARK PLANS PREP D UNDER SUPERVISION OF r MORSE 1�34o Redhill Ave. DATE APPR VED - 13 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA 4CAMONGA COUNTYWATER DISTRICT BENCHMARK N0. 10051, ELEV.: 1300.686 Suite 350 BY _ _ B.J.B. B.J.B. C.C.W.D. H.B. 003- SIB-% sL7 2" BRASS DISK IN CONC. CURB _ D O K I C H Irvine, CA 94614 ASSISTANT GENERAL MANAGER/C00 PUBLIC SEWER IMPROVEMENT PLAN FOR STAMPED CITY OF RANCHO CUCAMONGA BM STAN C. MORSEL I v e c= voKe: 949-251-8821 Q 10051 1987' AT THE NORTHWEST CORNER OF 1 ► CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ATLAS No. VICTORIA GAFDM, CFD 2003-01B CULTMAL CBM DRIVE & AFSOR U� BASE LINE ROAD AND SWANSON PLACE 0.25 S C M U L T Z FAX: 949-251-0516 ENGINEERING DEPARTMENT �EV. MILES WEST OF ETIWANDA AVENUE, AT 10440 ASHFORD ST. CUCAMONGA, CA. 91730 /'SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DATE v R.C.E. 20596 P L A N N E R S E N G I N E E R S SURVEYORS AS SHOWN DP 5821 2311 do 2411 TITLE SHEET/MEX MAP SHT. 1 OF3 RDESCRIPTION DATE PP 1D OF CURB RETURN. ------- -- -- ---------- --- .- ---------------- -- (909) 987-2591 1 ��� � (� Ck �� 1 � � l ,I, �w� �c� tc) t•\4fifi12\IMPIANS\SFWf)1 �iwn 9/1fi�n.3 co ti a 3F J LU V DC a CL Im r M g N D LL. z W inQ t DC 0 V W z g 1w m Q 06 W O m W z W J J z z W W O m CL W W J m a. DAY CREEK BOULEVARD (CFD 20101-18) A I 'R I �t �I ' 1 I J,, L TOLL FREE 00-422-4133 EAST TWO DAYS Bt -FORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSIMCMIN NOTES CONST. T VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30). 31 CONST. 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18. INSTALL 8" PLUG 3 — REMOVE PLUG & JOIN 14.3337---�-_.- 393.97' — 4 �O GRAPHIC SCALE 40 0 20 40 810 160 ( IN FEET ) 1 inch = 40 ft. BENCH MARK PLANS PREP ED UNDER SUPERVISION OF MORSE R S E 17320 Redhill Ave. DATE AP OVED DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA t SOW 3504CAMONGA COUNTY WATER DISTRICTBENCHMARK N0. 10051, ELEV.: 1300.686 BY _ ___ R.C. D.L. C.C.W.D./H.B. 003- S18 -2 - SET 2" BRASS DISK IN CONC. CURB o K t N keine, CA 92614 ASSISTANT GENERAL MANAGER/C00 Q STAMPED "CITY OF RANCHO CUCAMONGA BM STANL C. MORSE' w Voice- 949-251-6821 PUBLIC SEWER IMPROVEMENT PLAN FOR 10051 1987' AT THE NORTHWEST CORNER OF ��`,! - .: CUCAMONGA COUNTY WATER DISTRICT SCALE WORK ORDER ATLAS No. BASE LINE ROAD AND SWANSON PLACE 0.25 ti S c M u L r z FAX: 949-251-0516 ENGINEERING DEPARTMENT No.30905-2 231 1, 2312 VICTORIA GARDENS- CUJURAL CENTER DRIVE Q MILES WEST OF ETIWANDA AVENUE, AT ' ` 10440 ASHFORD ST. CUCAMONGA, CA. 91730 REV. DESCRIPTION DATE PP'D SOUTHERLY LOF CURB REND F CATCH BASIN 2 FT. NORTH DATE g_2 -03 R.C.E. 20596 P L A N IN E RS E N 0 1 N E E R S SURVEYORS (g09)° 987-2591 AS SHOWN DP 8521 & 2411 LINE 'L'& 1/' I SHIT. 2 OF3 C .�10 iA 46617\ IMPI ANS\ SFWn2 dwo 9 / 16 /(r.3 ►��, n,,.,� � r I O Z a J W CL C6 z W V O v L z g 0 co W D W H Z W V J F -- J U Z CL H z W X W O w CL w W rn V J CL L TOLL FREE 00-422-4133 EAST TYMO DAYS bt. Vf 'E YOU M UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRICTION NOTES CONST. 8" VCP SEWER MAIN (TRENCH PER C.C.W.D. STD. DWG. NO. 30). 31 CONST. 4' DIAMETER MANHOLE PER C.C.W.D. STD. DWG. NO. 18. INSTALL 8" PLUG 40 0 GRAPHIC SCALE 20 40 80 ( IN FEET) 1 inch = 40 ft. 160 BENCH MARK] - --- - � 3 PLANS PREP D UNDER SUPERVISION OF MORSE 17320 Redhill Ave. DATE APPR VED DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCA0O686 U AM0NGA COUNTY WATER DISTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 Surto 350 . BY _—_ -- -_- B.J.B. D.L. C.C.W.D./H.B. 4GOS-SIg-� SET 2" BRASS DISK IN CONC. CURB D o K I C N Irvine, CA 92614 ASSISTANT GENERAL MANAGER/C00 IRE STAMPED "CITY OF RANCHO CUCAMONGA BM sTAN c_ -MORSE , voce:949-251-6821 PUBLIC SEWER IMPROVEMENT PLAN FOR 10051 1987' AT THE NORTHWEST CORNER OF 1► CUCAMONGA COUNTY WATER DISTRICTSCALE WORK ORDER ATLAS No. BASE LINE ROAD AND SWANSON PLACE 0.25 ENGINEERING DEPARTMENT No. 30905-2 VICTORIA GARDENS-CILTURAL CENTER DRIVE MILES WEST OF ETIWANDA AVENUE, AT 2311, 2312SOUTHERLY END OF CATCH BASIN 2 FT. NORTH R-2 -D3 20596 P L A N N E R S ENGINEERS SURVEYORS 10440 ASHFORD s7'. CUCAMONGA, CA. 91730 AS SHOWN DP 5821 & 2411 DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987-2591 LINE 'L' SHT. 3 OF 3 1•\ 4fi612\ IMPI ANS\ S wm dwn q/16/i.3 GENERAL NOTES 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICTS STANDARD SPECIFICATIONS AND THE LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. 4. ALL 6 -INCH WATER LINES SHALL BE 12 GAUGE STEEL; ALL 8 -MCH THROUGH 16 -INCH WATER LINES SHALL BE 10 GAUGE STEEL, CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH ANSI/AWWA SPECIFICATION C205-00 COATED. 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS PROPOSED SYSTEM IS 65 P.S.I. AND 7-T P.S.I., RESPECTIVELY. 6. ALL WATER METER SIZES SHALL BE (41(DOMESTIC) AND (3") (LANDSCAPE), 7. THE MINIMUM COVER FOR 6 -INCH AND 8 -MCH WATER LINES SHALL BE 30 INCHES, 10 MCH WATER LINES SHALL BE 36 INCHES, 12 -INCH WATER LINES SHALL BE 42 INCHES, AND 164NCH WATER LINES AND ABOVE SHALL BE 48 INCHES. 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION DISTRICT. 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY CONSTRUCTION OF FACILITIES. ANY NECESSARY CHANGES OF WATER LINE DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT FOR REVIEVffWD APPROVAL PRIOR CONTINUANCE OF CONSTRUCTION. 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT - FURNISHED METER BOXES. 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE #5). 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL HEALTH CODE, TITLE 22, SECTION 64630-C. 16. SAND BEDDING AND SAND BACKFILL M THE PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL AGENCY. 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE AFTER FINAL PAVING IS COMPLETED. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE CUCAMONGA COUNTY WATER DISTRICT, 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO START OF CONSTRUCTION. 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 483-7440, TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE, 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT" DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL ACCEPTANCE OF ANY SYSTEM, 23, APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID FACILITIES ARE SHOWN ON THESE PLANS. PUPILIC WATFR Ilki-P VICTORIA GAR DIENkci CFD 2003=01 •.. CITY OF RANCHO CUCAMONGA, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Victoria Gardens -C, LLC - A California Limited Liability Company - 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 REV. BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS PR UTILITY CONTACTS 17320 Redhill Ave. UNIT Suite 350 - D O K I C N LEGEND CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. Voice: 949-251-8821 I 1-800483-3000 TRACT NO. 163T3 TRACT NO. 16370 1-800-427-2200 RES. INSTALL 3" IRRIGATION SERVICE LINE' 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 0 ONTARIO, CA 91762 EA 1 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 EA 9641 SAN BERNARDINO ROAD 35, INSTALL AIR d VACCUM RELEASE VALVE PER CCWD STD. DWG. NO.7 RANCHO CUCAMONGA, CA 91730 1 40. INSTALL 8--10 GAGE CML & C WATER MAIN. LF j SOUTHERN CALIFORNIA EDISON COMPANY 1(800) 6554555 CHURCH STREET - CFD 2001-01B 7951 REDWOOD AVENUE I O1 I 5 43. CHARTER COMMUNICATIONS CORP. (909) BM -0220 � �- ------------------------------------------------------------------------------------------------� EA 2 45. WELD CAP @ TEMPORARY END OF LINE -------- 5 I INSTALL 12"x 12'x 12"x 8" FLANGED CROSS EA 1 48. INSTALL 12"x6' FLANGED TEE EA 5 I REMOVE EXIST. WELD CAP d JOIN EA EXISTING 30" WATER MAIN 50. INSTALL 12" RESILIENT GATT= VALVE PER STD. DWG. NO.4 EA 10 51. INSTALL 12" x12' FLANGED TEE EA TO BE REMOVED PER ON 52. INSTALL 12'-10 GAGE CML 8 C WATER MAIN EA 1,800 53. REMOVE TEMPORARY B.O. d JOIN EA SITE VICTORIA GARDENS 56. INSTALL 12'x45° FLANGED ELBOW {� 4 ` INSTALL 12"x11 1/4° FLANGED ELBOW Q 2 IMPROVMENT PLANS INSTALL 12" x 12" x 8' FLANGED TEE EA Z ��--- '. ►��r. INSTALL 8" FIRE SERVICE LINE' ---L ---------------------------------- ------------------------------------------------- 61. INSTALL BLOW -OFF ASSEMBLY PER CCWD STD. DWG. NO.6 EA 1 - MAP IPARCEL U. NO. 11167116-1 U PARCEL 47 ho MULTIFAMILY ... I PARC PPO. 15716-1 O RESIDENTIAL MULITI Q RESIDENTIAL LINE 9"IN3" � m SEE SHT. NO. 2 � a LINE "W4" LINE "W2" � � LINE "W1" SEE SHT. NO. 2 EE SHT. NO. 2 S m SEE SHT. NO. 2 I d W LU�. CULTURAL CENTER DRIVE CULTURAL CENTER DRIVE (PRIVATE) a LINE "W5" - SEE SHT. NO.2 wPARCEL _ 4 NIST ARCEL MAP 'NO. EXPANSION Q PARCEL 1 6716-1 PARCEL W Z PARCEL MAP NCO. 15716-1 RANCHO CUCAMONGA EAST PARKING zz d PARKING STRUCTURE CULTURAL. CENTER STRUCTURE WEST PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION. CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. Victoria Gardens -C, LLC - A California Limited Liability Company - 949 South Hope Street, Suite 110 1 Los Angeles, California 90015 REV. BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED 'CITY OF RANCHO CUCAMONGA BM 10051 1987' AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH DESCRIPTION DATEPP'D OF CURB RETURN. PLANS PR UTILITY CONTACTS 17320 Redhill Ave. UNIT Suite 350 - D O K I C N LEGEND CONTACT ALL UTILITY COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. Voice: 949-251-8821 GENERAL TELEPHONE 1-800483-3000 - - - - - - - - - - SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. INSTALL 3" IRRIGATION SERVICE LINE' 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 0 ONTARIO, CA 91762 EA 1 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 EA 9641 SAN BERNARDINO ROAD 35, INSTALL AIR d VACCUM RELEASE VALVE PER CCWD STD. DWG. NO.7 RANCHO CUCAMONGA, CA 91730 1 40. INSTALL 8--10 GAGE CML & C WATER MAIN. LF 180 SOUTHERN CALIFORNIA EDISON COMPANY 1(800) 6554555 EA 7951 REDWOOD AVENUE 42. O1 FONTANA, CA. 92366 5 43. CHARTER COMMUNICATIONS CORP. (909) BM -0220 - 4240 N. HALLMARK PARKWAY (909) 880-0230 EA SAN BERNARDINO, CA. 92407 VICTORIA G A R D E N S RANCHO C U C A M O N G A, C A L I F O R N I A ED UNDER SUPE VISION OF STANLEY ¢. VORSE DATE R.C.E. 22596 QR °F Ess,o�� No. 20596 �" m kE';�-xp. 9-30-05CIVILF 0 CALIF M O R S E 17320 Redhill Ave. UNIT Suite 350 - D O K I C N Irvine, CA 92614 LF Voice: 949-251-8821 s c H U L T z FAX: 949-251-0516 PLANNERS ENGINEERS SURVEYORS APPROVED FIRE PROTECTION DISTRICT 12 DATE K INDEX MAP SCALE: 1"=100' VICINITY MAP NOT TO SCALE CONSTRUCTION NOTES & ESTIMATED QUANTITIES # WATER IMPROVEMENTS UNIT QUANTITY 30. INSTALL 4' DOMESTIC SERVICE LINE' LF 40 31. INSTALL 4" DOMESTIC METER PER CCWD STD. DWG. NO. 2A & 2B' EA 1 32. INSTALL 3" IRRIGATION SERVICE LINE' LF 40 33. INSTALL PRIVATE 3" IRRIGATION FEBCO MODEL 880V REDUCED PRESSURE BACKFLOW PREVENTER AND PER C.C.W.D. STD. DWG. NO. 2A & 2B EA 1 34. INSTALL 3" IRRIGATION METER PER CCWD STD. DWG. NO. 2A & 2B' EA 1 35, INSTALL AIR d VACCUM RELEASE VALVE PER CCWD STD. DWG. NO.7 EA 1 40. INSTALL 8--10 GAGE CML & C WATER MAIN. LF 180 41. INSTALL 8" RESILIENT WEDGE GATE VALVE PER STD. DWG. NOA EA 6 42. INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO.3 EA 5 43. TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF AND THROUGHOUT CURVES PER STD. DWG. NO. 9 - - 44. INSTALL PRIVATE 8" FIRE FEBCO MODEL 870V DOUBLE CHECK BACKFLOW PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. NO. 8B EA 2 45. WELD CAP @ TEMPORARY END OF LINE EA 5 47. INSTALL 12"x 12'x 12"x 8" FLANGED CROSS EA 1 48. INSTALL 12"x6' FLANGED TEE EA 5 49. REMOVE EXIST. WELD CAP d JOIN EA 1 50. INSTALL 12" RESILIENT GATT= VALVE PER STD. DWG. NO.4 EA 10 51. INSTALL 12" x12' FLANGED TEE EA 1 52. INSTALL 12'-10 GAGE CML 8 C WATER MAIN EA 1,800 53. REMOVE TEMPORARY B.O. d JOIN EA 1 56. INSTALL 12'x45° FLANGED ELBOW EA 4 57. INSTALL 12"x11 1/4° FLANGED ELBOW EA 2 58. INSTALL 12" x 12" x 8' FLANGED TEE EA 3 60. INSTALL 8" FIRE SERVICE LINE' LF 70 61. INSTALL BLOW -OFF ASSEMBLY PER CCWD STD. DWG. NO.6 EA 1 NOTE: . TO BE VERIFIED BY MECHANICAL BUILDING PLUMBING ENGINEER PRIOR TO CONTRUCTION BY CONTRACTOR PROPOSED WATER MAIN LINE ALL IMPROVEMENTS PUBLIC, UNLESS WHERE NOTED EXISTING WATER MAIN LINE CFD WATER MAIN LINE PER SEPARATE PLAN SEWER MAIN LINE PROPOSED FIRE HYDRANT ASSEMBLY CFD 2001-01B FIRE HYDRANT ASSEMBLY BA$M OF KARMIG$ STORM DRAIN MAIN LINE THE BEARING OF N 89'55'01" W FOR THE CENTERLINE OF FOOTHILL BOULEVARD STREET CENTER LINE AS SHOWN ON PARCEL MAP NO. 15641, P.M.B. 192/93-100, RECORDS OF SAN CURB & GUTTER BERNARDINO COUNTY, CALIFORNIA, WAS USED AS THE BASIS OF BEARINGS FOR PROPOSED METER AND BOX THIS MAP. CONSTRUCTION NOTE Ke A kJ t4,ALT8hJ RANCHO CUCAMONGA FIRE DISTRICT DATE A ROVED - I "� DESIGNED BY BY - - - --- I R.C. ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT SCALE ENGINEERING DEPARTMENT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN (909) 987-2591 DRAWN BY D.L. WORK ORDER No -30904-2 DP 5821 CHECKED BY C.C.W.D./H.B. ATLAS No 2311 do 2411 V - ti vn Z CL J W Q IL m M CD 0 N LA D U C z W Q O U W z Ir O m Q Ca W D ix W I -- z W U J Q DIAL TOLL FREE 1-800-422-4133 AT LEAST MDAYS z 9EFORE YOU MG a UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA z W W O W. a. U 4AMONGA DRAWING No. of COUNTY WATER DISTRICT W WATER IMPROVEMENT PLAN FOR ~ Q VICTORIA GARDENS, CFD 2003-013 CULTLPAL WER DRIVE I ARBOR LASE U TITLE SHEET/INDEX MAP SHT. 1 of 2 _ a zZ d 2 _ I �� S �9 `� I:\46612\IMPLANS\WAT0I.dwg 8/27/(+3 11 OF IJO "'y 4 � DA Y CREEK BOULEVARD ' CM 2801-1B Co z �ti �►A N A (ri J Vy-7 x h Z 4 A ¢ • y ,> r • 1r Nb4TER PER CFD 2061-18 - N 8555'01' w - Q, 22+CV.OD SM STA. MA TCH LOW - SEE ABOVE RAGHT — ----------- I 22+35..54 4 i HP 1237.28 80' 22' 0' 28' 10' b 14' W f LAME I I! � PARCEL 47 PARCEL MAP NO. 15716-1 MULTIFAMILY RESIDENTIAL 577.44' ('EXIST. 15' WP SEI" MW TO BE REMOVED PER ON S17F VICTOR14 GARDENS IMPROVEMENT PLANS CULTURAL CENTER D VE N NORTMST EXPANSION PARCEL ( STORM DRAIN SEE DETAIL "A" BELOW 37+ . 2' 1 04 @(glm ASSE L Y x�� 31 DETAIL — WATER CROSSING UNDER STORM DRAIN N CFD 2001-1 B U 3 PARCEL 47 PARCEL REAP NO. 15716-1 CHURCH STREET RANCHO CUCAWMA W RESIDENTIAL LTIFAMILYw CO 2001-18 CULTURAL CENTER z V N %03 a %0 3 SEE DETAIL WAFER w w CROSSING l�l4 � $� d'x �t�A NN 1242.42 f5 Iv j 1'` `' �,� �� ►,i �i >, N �, g N r H 1237.53 TDP Ji h h1'. 1.17'1 CLR 1236.03 /NV— Te" RDP (� H g 1239.70 TOP -12'W 1236.70 INV Y 24+06."97 4 FH ASSEMBLY - S 1241.7J WY _ N 1237.06 INV �� 4 w 75.33 N 0'0 'S9 E z 1 I N 11-Z4 � << . 5 24+3397.LWE 'iV1' iY b'�4'�' E 26662+ } � �1rCAl1L � wArFR =4+65.60 LAVE W2 231.86'1077,3• b PER DWG. 002-W26-6 Awl SEE DETAIL WATER SEE .� 1ARBOR LANE N CROSSING N TOP WK N ' r ,al" tR" 91 1242.01 f5 �►,� 5�� 113• 13• I �!� x 4r 1.71Y CLR. —WATER �0'` IN —►,�►� g?� -��? TO 010 CINDER SO 1238.11 TOP 1236.61 FL-18ORCP 1234.90 TOP—W 1233.90 INV CULTURAL CENTER DRIVE (PRI VA TE) L TOLL FREE 00-422-4133 EAST TWO DAYS uVORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PARCEL 4® PARCEL MAP NO. 15716-1 MULTIFAMILY RESIDENTIAL A"y ° 011 Ik* � N �'4 PARCEL 47 PARCEL REAP NO. 15716-1 �j48 MULTIFAMILY 1 � b-hh� � � '�°'� 3 4 RESIDENTIAL 1242.28 f5 �`1� ,6� >� 1.71Y CLR. -WATER J ,cV ',� v N GPy TO GO UNDER SD Cp 12J7.47 TOP 1235.97 FL — leRCP \� k���h �� N x� 1234.26 TOP—W P1x 61 � �1� � 1 ��y1 �h5�•' ti G XCQ' 1233.26 INV I J Q MONET AVENUE (PRI VA TE) 40 r 4� I _ � I 1X, l CULTURAL CENTER DRIVE LQ f � a I Q I � I 37+04. W 21 4 FH ASSEMBL Y I L — — — — DUAIL "A" N. T.S. DETAIL 'V N. T.S. CONSTRUCTION NOTES INSTALL 4" DOMESTIC SERVICE LINE \\JlcON 31 INSTALL C DOMESTIC METER PER CCWD STD. DWG. NO. 2A&28 INSTALL 1Yx6' FLANGED TEE INSTALL T IRRIGATION SERVICE LINE 49 REMOVE EXIST. WELD CAP do JOHN �-- INSTALL 3" IRRIGATION FEBCO MODEL M REDUCED PRESSURE IN BACKFLOW PREVENTER AND PER C.C.W.D. STD. DWG. NO. 2A do 2B 51 INSTALL Qe x12' FLANGED TEE �- INSTALL r IRRIGATION METER PER CCWD STD. DWG. 140. 2A&2B ©-- INSTALL 1r-10 GAGE CML do C WATER MAIN 15 — INSTALL AIR & VACCUM RELEASE VALVE PER CCWD STD. DWG. NO. 7 REMOVE TEMPORARY B.O. do JOIN a— INSTALL 8" —10 GAGE CML do C WATER MAIN. ©6 — INSTALL 12' x45- FLANGED ELBOW 41 INSTALL g' RESILIENT WEDGE GATE VALVE PER STD. DING. NO.4 — INSTALL 12' x 11 1 /4 FLANGED ELBOW •o _ CULTURAL CENTER D VE N NORTMST EXPANSION PARCEL ( STORM DRAIN SEE DETAIL "A" BELOW 37+ . 2' 1 04 @(glm ASSE L Y x�� 31 DETAIL — WATER CROSSING UNDER STORM DRAIN N CFD 2001-1 B U 3 PARCEL 47 PARCEL REAP NO. 15716-1 CHURCH STREET RANCHO CUCAWMA W RESIDENTIAL LTIFAMILYw CO 2001-18 CULTURAL CENTER z V N %03 a %0 3 SEE DETAIL WAFER w w CROSSING l�l4 � $� d'x �t�A NN 1242.42 f5 Iv j 1'` `' �,� �� ►,i �i >, N �, g N r H 1237.53 TDP Ji h h1'. 1.17'1 CLR 1236.03 /NV— Te" RDP (� H g 1239.70 TOP -12'W 1236.70 INV Y 24+06."97 4 FH ASSEMBLY - S 1241.7J WY _ N 1237.06 INV �� 4 w 75.33 N 0'0 'S9 E z 1 I N 11-Z4 � << . 5 24+3397.LWE 'iV1' iY b'�4'�' E 26662+ } � �1rCAl1L � wArFR =4+65.60 LAVE W2 231.86'1077,3• b PER DWG. 002-W26-6 Awl SEE DETAIL WATER SEE .� 1ARBOR LANE N CROSSING N TOP WK N ' r ,al" tR" 91 1242.01 f5 �►,� 5�� 113• 13• I �!� x 4r 1.71Y CLR. —WATER �0'` IN —►,�►� g?� -��? TO 010 CINDER SO 1238.11 TOP 1236.61 FL-18ORCP 1234.90 TOP—W 1233.90 INV CULTURAL CENTER DRIVE (PRI VA TE) L TOLL FREE 00-422-4133 EAST TWO DAYS uVORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PARCEL 4® PARCEL MAP NO. 15716-1 MULTIFAMILY RESIDENTIAL A"y ° 011 Ik* � N �'4 PARCEL 47 PARCEL REAP NO. 15716-1 �j48 MULTIFAMILY 1 � b-hh� � � '�°'� 3 4 RESIDENTIAL 1242.28 f5 �`1� ,6� >� 1.71Y CLR. -WATER J ,cV ',� v N GPy TO GO UNDER SD Cp 12J7.47 TOP 1235.97 FL — leRCP \� k���h �� N x� 1234.26 TOP—W P1x 61 � �1� � 1 ��y1 �h5�•' ti G XCQ' 1233.26 INV I J Q MONET AVENUE (PRI VA TE) 40 r 4� I _ � I 1X, l CULTURAL CENTER DRIVE LQ f � a I Q I � I 37+04. W 21 4 FH ASSEMBL Y I L — — — — DUAIL "A" N. T.S. DETAIL 'V N. T.S. CONSTRUCTION NOTES INSTALL 4" DOMESTIC SERVICE LINE o- NSTALL 17' x 12' x 12' x Ir FLANGED CROSS 31 INSTALL C DOMESTIC METER PER CCWD STD. DWG. NO. 2A&28 INSTALL 1Yx6' FLANGED TEE INSTALL T IRRIGATION SERVICE LINE 49 REMOVE EXIST. WELD CAP do JOHN �-- INSTALL 3" IRRIGATION FEBCO MODEL M REDUCED PRESSURE INSTALL 1 Y RESILIENT GATE VALVE PER STD. DWG. NO. 4 BACKFLOW PREVENTER AND PER C.C.W.D. STD. DWG. NO. 2A do 2B 51 INSTALL Qe x12' FLANGED TEE �- INSTALL r IRRIGATION METER PER CCWD STD. DWG. 140. 2A&2B ©-- INSTALL 1r-10 GAGE CML do C WATER MAIN 15 — INSTALL AIR & VACCUM RELEASE VALVE PER CCWD STD. DWG. NO. 7 REMOVE TEMPORARY B.O. do JOIN a— INSTALL 8" —10 GAGE CML do C WATER MAIN. ©6 — INSTALL 12' x45- FLANGED ELBOW 41 INSTALL g' RESILIENT WEDGE GATE VALVE PER STD. DING. NO.4 — INSTALL 12' x 11 1 /4 FLANGED ELBOW 4©— INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 �-- BALL 17' x 17 x it FLANGED TEE 0 TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 o- INSTALL 8" FIRE SERVICE LINE �— INSTALL PRIVATE 8' FIRE FEBCO MODEL 870V DOUBLE CHECK BACKFLOW 61 INSTALL BLOW—OFF ASSEMBLY PER CCWD STD. DWG. NO. 6 PREVENTER WITH SIAMESE NRS GATES AND PER C.C.W.D. STD. DWG. 8B l� WELD CAP 0 TEMPORARY END OF LINE GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch = 40 ft. 160 BENCH MARK PLANS PREP D UNDER SUPERVISION OF 3 - q — ( --d _ a =t M O �t s E 17320 Re^iN Ave. DATE APP VED _ DESIGNED BY DRAWN BY CHECKED Bl' U A M 0 N GACOUNTYDRAWING No. cmr ot= RANCHO cucAMONCA WATER BENCHMARK NO. 10051, ELEV.: 1300.686 �` Suite 350 BY B.J.B. B.J.B. C.C.W.D./HB 003-W31-2 SET 2" BRASS DISK IN CONC. CURB D O X I C H Irvine, CA 92614 ASSISTANT GENERAL MANAGER/coo PUBLIC WATER IMPROVEMENT PLAN FOR STAMPED "CITY OF RANCHO CUCAMONGA BM STAN C. MORSE t Voke:949-251-8821 10051 NE R AT THE NORTHWEST CORNER OF t i r . CUCAMONGA COUNTY WATER DISTRICT VICTORIA GARDENS - CULTURAL CENTER DRIVE AIS ARBOR LAIC SCALE WORK ORDER ATLAS No. Q BASE LINE ROAD AND SWANSON PLACE 0.25 A s C H u tr z FAX: 949 251-0516 ENGINEERING DEPARTMENT MILES WEST OF ETIWANDA AVENUE, AT ; �. s : No. 30904 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH g-2 D3 20596 P L A N N E R S ENG 1 N E E R S SURVEYORS 10440 ASHFORD STT., 987-2591 C8UCAM 9NGA, CA. 91730 AS SHOWN DP 5802 2311 & 2411 LOVE 'W� 1 - 5' SHT. 2 OF 2 REV. DESCRIPTION DATE PP'D of CURB RETURN. DATE 9- R.C.E. C) I-\ 46617\ IMP( ANS\ WAT09 rIwn 9 / 15 /0.3 t� z CL J LU CL V1 z W ClQ O F— V LLJ z O co 06 LU W z W U J J U z d. H Z W m UJI O w CL Uj Q U_ J CIL GENERAL NOTES STREET, STORM DRAIN, STRIPING, TRAFFIC SIGNAL 8 INTERCONNECT IMPROVEMENT PLANS 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA S�ARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GHRR7`Ni EDITION, INCLUDING ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT—OF—WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS 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. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT—OF—WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB— GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: R—VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R—VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS do VERIFIED PRIOR PAVING. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB—GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB—GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB—GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR CONVENIENCE THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INS ALL ON—SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL ACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO Tl FACTION OF THE CITY ENGINEER. UTLITY CONTACT CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. SMI GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. BOB STALLINGS FOR BASE LINE ROAD CONSTRUCTION GENERAL TELEPHONE 1-800-483-3000 SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. 216 N. EUCLID AVENUE 1-800-427-2000 COMM. ONTARIO, CA 91762 CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91730 METROPOLITAN WATER DISTRICT (909) 593-7474 700 N. MORENO AVENUE LA VERNE, CA 91750 COMCAST 909) 983-9895 1205 DUPONT STREET PORTION OF RED HILL) ONTARIO, CA 91762 MARKS CABLEVISION 909 987-6275 10808 FOOTHILL BLVD. #120 909 880-0222 RANCHO CUCAMONGA, CA 91730 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR VIC I ARIA GARDENS LANA COMMUNITY FACILITI S DISTRICT 2003-01A IN THE CITY OF RANCHO CUCAMONGA 10 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. v S iLAA I/ o N LEGEND i 9 DENOTES S'TRM PUN SHEET NUMBER 10 DENOTES STORM DRAIN PUN SHEET NUMBER 14r"'' DENOTES PROPOSED STREET LKM DENOTES WSW STREET LIGHM �6 J NDEX MAP \ SCALE : 1"=200' DENOTES STREET NAME SK;I'1 `\ DENOTES TRAFFIC SIGN �4 DENOTES STRIPING PUN SHEET NUMBER EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN/ / 7E FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: DATE 849-03 LEY C. MORSE RCE NO. 20596 ��gjvESSC l No. 20596 �" m Exp. 9-30-05 CIVIL qTF � CAL1F�� / /SOF E S /p, C. No. 20596 �" m kEx,o. 9-30-05 CIVIL�F" CALIF I:\46604\IMPLANS\CFD2A\SIP01.dwg 8/16/03 PROJECT SHEET N0. Z4 OF HIGHLAND AVENUE VICTORIA PARK LANE 84SE4/NE ROAD 0 � z NOT TO scki ctY 0 yMlttFR CHURCHfE? STREET 0 P PROJECT SITE FOOTHILL BOULEVARD V rgffY MAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF 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 METHODS TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION THE CML ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION CONTRACTOR FURTHER 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 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 FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. v S iLAA I/ o N LEGEND i 9 DENOTES S'TRM PUN SHEET NUMBER 10 DENOTES STORM DRAIN PUN SHEET NUMBER 14r"'' DENOTES PROPOSED STREET LKM DENOTES WSW STREET LIGHM �6 J NDEX MAP \ SCALE : 1"=200' DENOTES STREET NAME SK;I'1 `\ DENOTES TRAFFIC SIGN �4 DENOTES STRIPING PUN SHEET NUMBER EXISTING SURVEY MONUMENTATION I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN/ / 7E FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: DATE 849-03 LEY C. MORSE RCE NO. 20596 ��gjvESSC l No. 20596 �" m Exp. 9-30-05 CIVIL qTF � CAL1F�� / /SOF E S /p, C. No. 20596 �" m kEx,o. 9-30-05 CIVIL�F" CALIF I:\46604\IMPLANS\CFD2A\SIP01.dwg 8/16/03 PROJECT SHEET N0. Z4 OF SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. (SEE PLAN) EXIST. GRADE \ TOE �9f - EXIST. GRADE W CONSTRUCTION N'LY R/W 103' S'LY R 1 56' STREET 47' 5' 3'1 12' 44' ' , 35' 12' 1 1.00' 2 o I 21.1 2�e -- 2--- 1�=----r----- -' 707 -_ r 0.68' 16 ROUGH GRADE LINE SEE DETAIL TO RIGHT VICTORIA GARDENS LANE (PUBLIC) STA. 100+61.64 TO STA. 103+29.08 SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. (SEE PLAN) EXIST. GRADE VARIES (SEE PLAN) / 5' TOE' 2% i EXIST. GRADE _' , - - - SIDEWALK EASEMENT PER SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. CONSTRUCTION SEPARATE INSTRUMENT. (SEE PLAN) N LY R/W 92' I SLY R/W (SEE PLAN) _-- EXIST. GRADE -45' 1 I STREET 47, i -� EXIST.-- GRADE - - i VARIES \ 5' 3', 12' 33' I 35' 12' 5' (SEE PLAN) / TOE I --�1.00'TOE . 2' SEE TYPICAL AC OVERLAY I Yf 1' ON DETAIL ABOVE RIGHT 29e 2 2 2�e - _ 7 ,Lel I r Mr --- --------- tial- - - - - . eF-4 0.68' � 3 / �Ir 16 � ISPROFILE SHOWN GRADE IF \ EXIST. GRADE EXIST. GRADE - -� - ROUGH GRADE LINE 2 ---� - VICTORIA GARDENS LANE (PUBLIC) STA. 104+92.08 TO STA. 111+40.15 STA. 114+89.39 TO STA. 118+51.34 (OMIT MEDIAN CURB) STA.130+67.09 TO STA. 134+58.44 SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. SIDEWALK EASEMENT PER (SEE PLAN) SEPARATE INSTRUMENT. EXIST. GRADE - (SEE PLAN) EXIST. GRADE - - \ N'LY R/W S'LY R/W i 90' T 1 45' 45' TOE 1' 5' 12' 33' Ole 33' 12' 5' 1' 1 VARIES 2 1 2 2% VARIES- (SEE PIN./j .0' MAX. 27 ,L% � I (SEE PLAN) LAN ? r !' 0 0.68' 3 \ THIS PT. SHOWN AS \ EXIST. GRADE PROFILE GRADE EXIST. GRADE ROUGH GRADE LINE- --�' - VICTORIA GARDENS LANE (PUBLIC) EXIST. GRADE SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. (SEE PLAN) T STA. 112+36.15 TO STA. 114+21.40 STA. 128+00 TO STA. 130+10.70 WILY R/W CONSTRUCTION E'LY R/W SIDEWALK EASEMENT PER 103' SEPARATE INSTRUMENT. 4- i i 4 (SEE PLAN) C STREET 1 45' _� i 58' r ' 3' 12' 33' 46' 12' 13' 2' SEE TYPICAL AC OVERLAY ' ON DETAIL ABOVE RIGHT I 4 I1 1 1 I 53p°ID' THIS PT. SHOWN AS I 1 �i II PROFILE GRADE 1 ?~ 1 --- --------------------- 2 1. ^� . �-7 T!� 0.68' o N (r! �2 4_W ROUGH GRADE LINE----,-,/ VICTORIA GARDENS LANE (PUBLIC) STA.139+92.60 TO STA. 142+23.61 EXIST. GRADE TOE / 1 / -- EXIST. GRADE THIS PT. SHOWN AS CE PROFILE GRADE SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. (SEE PLAN) - _,,-EXIST. GRADE TOE 1' _z- EXIST. GRADE / SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. (SEE PLAN) -{ EXIST. GRADE TOE i 1' VARIES- 0.5' MIN./ 3.0' MAX. SEE PLAN 0 - _EXIST. GRADE / \X -FALL PROJECTION DETAIL - MEDIAN CURB SCALE: HOR. 1"=2' VER. 1"=2' N'LY R/W VICTORIA GARDENS LANE (PUBLIC) STA. 118+51.55 TO STA. 126+92.88 WILY R/W ---- 1.7% ----- S'LY R/W 1/AD1CC INTERSTATE 15 R/W EXIST. GROUND E'LY R/W SIDEWALK EASEMENT PER SEPARATE INSTRUMENT. EXIST. GRADE 1 (SEE PLAN) TOE 5' VARIES (SEE PLAN) ROUGH GRADE LINE -----J VICTORIA GARDENS LANE (PUBLIC) STA. 136+03.33 TO STA. 138+51.66 TYPICAL STREET SECTIONS SCALE: HOR.= 1"= 20' VER. = 1" =2' * *NOTE FOR CENTERLINE: 1. ( STREET DENOTES THE LEGAL T, AS RECORDED. ALL PROFILE AND STATIONING AS SHOWN ARE BASE ON THIS CENTERLINE. 2. t CONSTRUCTION DENOTES THE BASIS FOR THE WIDTH OF CURB TO CURB HORIZONTAL DISTANCE ONLY. 3. ( CONSTRUCTION IS 1.00 FEET SOUTH OF LEGAL C EXIST. GRADE --N• - - DESCRIPTION OF REVISION DATE I CITY APPROI CONSTRUCTION NOTES /ROF ESS / /ON\ C. 4s l No. 20596 r^ m kEx,. 9-30-05F 0 CAL�F� CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR VICTORIA GARDENS LANE COMMUNITY FACILITIES DISTRICT 2003-01A TYPICAL SECTIONS APPROVED BY CITY ENGINEER CITY OF RANCHO CUCAMONGA DESIGN BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. SET 2" BRASS DISK IN CONC. CURB DRAWN STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF D.L. BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. OF CURB RETURN. STREET IMPROVEMENTS 1 CONSTRUCT__5:_AC OVER- AB. 2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. 3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 5 INSTALL 4' PVC SLEEVE FOR IRRIGATION PURPOSES 6 INSTALL HYDRANT MARKERS PER CITY STD. PL 134 8 CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 "CASE' AS SHOWN ON PIAN. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT A11-8 CURB ONLY PER CITY STD. PL 104. 17 CONSTRUCT 8" TO 6" CURB do GUTTER TRANSITION 20596 DRAWING NO. RCE NO STORM DRAIN IMPROVEMENTS DATE i -� ` 31 CONSTRUCT 102" RCP (D LOAD PER PROFILE). 32 CONSTRUCT 96' RCP (D LOAD PER PROFILE). 33 CONSTRUCT 84' RCP (D LOAD PER PROFILE). 34 CONSTRUCT 78• RCP (D LOAD PER PROFILE). 35 CONSTRUCT 66' RCP (D LOAD PER PROFILE). 36 CONSTRUCT 12' RCP (3000D) 37 CONSTRUCT 48' RCP (D LOAD PER PROFILE) 38 CONSTRUCT 47' RCP (D LOAD PER PROFILE). 39 CONSTRUCT 36' RCP (D LOAD PER PROFILE). 40 CONSTRUCT 30' RCP (D LOAD PER PROFILE). 41 CONSTRUCT 24" RCP (D LOAD PER PROFILE). 42 CONSTRUCT 18' RCP (D LOAD PER PROFILE). 43 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 329 44 CONSTRUCT MANHOLE NO. 2 (36' PIPE AND LARGER PER CITY STD. PLAN 319) 45 CONSTRUCT MANHOLE NO. 1 (MODIFIED OMIT M.H. SHAFT) PER CITY STD. PLAN 318 46 CONSTRUCT 54 RCP (D LOAD PER PROFILE). 47 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300 (W AS SHOWN ON PLAN) W=4' W=7' W=10' W=12' 52 CONSTRUCT BRICK do MORTAR PLUG 54 CONSTRUCT MANHOLE SHAFT PER CITY STD. PLAN 323-A 55 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER CITY STD. PLAN 334 56 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. PL 333 SIGNING AND STRIPING IMPROVEMENTS 60 STENCIL TYPE N LEFT/RMT ARROW PER CALTRANS STD. DWG. NO. 424A 61 STENCIL TYPE VII LEFT/RIGHT ARROW PER CALTRANS STD. DWG. NO. 424A 62 STENCIL 'BIKE7 "LANG PER CALTRANS STD. DWG. NO.A24D WITH 10' SPACING 63 INSTALL TWO-WAY LEFT TURN LANE PER CITY STD. DWG. NO. 133 64 INSTALL DOUBLE YELLOW MEDIAN PER CITY STD. DWG. NO. 133 65 INSTALL 4" SKIP WHITE LANE LINE PER CITY STD. DWG. NO. 133 66 INSTALL 4" SOLID WHITE LANE UNE PER CFTY STD. DWG. NO. 133 67 INSTALL 6' SOLID WHITE LANE LINE PER CITY STD. DWG. NO. 133 68 INSTALL 6' SKIP WHFFE LANE LINE PER CITY STD. DWG. NO. 133 69 INSTALL 8" SOLID WHITE CHANNELIZING LANE LINE PER CITY STD. DWG. NO. 133 70 INSTALL 12' SOLID WHITE STRIPE PER CITY STD. DWG. NO. 133 71 INSTALL STREET NAME SIGN do POST PER CITY STD. DWG. NO. 401A do 401B 72 INSTALL TYPE "K-4" MARKER PER CALTRANS STD. DWG. NO. 130 73 INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. DWG. NO. 134 74 INSTALL R10 (ONE WAY) SIGN PER CALTRANS STD. 75 INSTALL R26(S) SIGN PER CALTRANS STD. 76 INSTALL R81 SIGN PER CALTRANS STD. 77 INSTALL R18-1 SIGN PER CALTRANS STD. 78 INSTALL METAL SIGN POST PER CITY STD. DWG. NO. 130 79 INSTALL TYPE "H' MARKERS PER CALTRANS STD. DWG. NO. A20B 80 INSTALL W56 SIGN PER CALTRANS STD. 81 INSTALL TYPE "M MARKERS PER CALTRANS STD. /ROF ESS / /ON\ C. 4s l No. 20596 r^ m kEx,. 9-30-05F 0 CAL�F� CITY OF RANCHO CUCAMONGA STREET IMPROVEMENT PLANS FOR VICTORIA GARDENS LANE COMMUNITY FACILITIES DISTRICT 2003-01A TYPICAL SECTIONS APPROVED BY CITY ENGINEER CITY OF RANCHO CUCAMONGA DESIGN BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. SET 2" BRASS DISK IN CONC. CURB DRAWN STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF D.L. BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED SOUTHERLY END OF CATCH BASIN 2 FT. NORTH S.C.M. OF CURB RETURN. \466U4\IMPLANS\CF02ASVU2.dwg 9/16/W PROJECT SHEET N0. 25 OF -6 DATE: Al -i (A/x 40 p RCE NO 24953 MORSE 17320 Re" A". RECOMMENDED -"'- Sati 750 DORICM 1 -kw, CA 92614 949-251-6e21 SHEET SCMOITi FAX: 949251-0516 PLANg. E R S E NGINEERS SURVEYORS 2 26 OF 20596 DRAWING NO. RCE NO DATE i -� ` --- /9/9 FILE NO \466U4\IMPLANS\CF02ASVU2.dwg 9/16/W PROJECT SHEET N0. 25 OF -6 A f F N A A +aox i w f 100' w L=30.67' L=30.67' L=54.98' P1=1214.57 O.C. O.C. O.C. 4, 14IftI'4Ift —0.502 A N A 1 — rL OR 1 'TOP OF N'LY CURB "'--,TOP OF NAY CUf�B I i l t TOP OF NORTH MEDIAN (NM) 2 2 WZ 2 1215 , s i t i 3 ao OoU ! wcm V.- w . N [i C4 _ cv N N N 1215 �r ------ �'=vii.---- -�— _.1--- ----- +o.55x — (o.s5)x • co w A i * TO VERIFY PRIOR TO BEGINING CONST XTON. T � ± O l 121' ----_----- 4 1215 I f PROFILE SCALES o HORIZ. 1"=40' + VERT. 1" z4' •A ' { o PLAN SCALE 100 1 01 1" =40' A Z J Q m DA Y CREEK BOULEVARD W SEE CFD 2001-01 B STREET PIAN SHT. 6 OF 18 149 0 18' 59' 47' 25' 5 �• b O ` fi`y * 1213.9) TC (1213.25) L o *(1214.87) TC '^1 * (1214.20) FS -15 Z cr CONST U TION NOT Q1 CONSTRUCT 6' AC OVER Ir AB. O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. Q5 INSTALL 4e PVC SLEEVE FOR IRRIGATION PURPOSES © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASr* AS SHOWN ON PLAN. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION 1 tAoo' w P1=1214.81 �0 o � x$ x O� �Lo2�ojo � VDCC�oOG�D�1 L=54.98' O.C. A w w ` A w w w +0.50XN ^ 1 2 1 5 8 cr g ^ • wi N tci i' IN g 80 �,, A 8 8 N+ A GRADE ppN �w+N j + N N A A _ , A w j I fool V j P1=1213.74 j 1 t ; t t �t7P OF SOUTH �lE71IAN (S Go � � �^ i •N +�pZ 1 i�� i �N� 4TN A 105 PART. 100' W P1=121.3 65 GARDENS MONTICELLO A VE. _ro7 OF ST Y CURD +0.509 A L=54.98 2 ' 12 1 0.C. SCALE 1"=40' 114 N Nr 121• , f� ft fo f04 h 20°46'39' f4' h+ 14 N N N 04 90.00'00' I 1215.54 FL 35.00' w 1 'TOP OF N'LY CURB "'--,TOP OF NAY CUf�B I i l t TOP OF NORTH MEDIAN (NM) 2 2 WZ 2 1215 , s i t i 3 ao OoU ! wcm V.- w . N [i C4 _ cv N N N 1215 �r ------ �'=vii.---- -�— _.1--- ----- +o.55x — (o.s5)x • co w A i * TO VERIFY PRIOR TO BEGINING CONST XTON. T � ± O l 121' ----_----- 4 1215 I f PROFILE SCALES o HORIZ. 1"=40' + VERT. 1" z4' •A ' { o PLAN SCALE 100 1 01 1" =40' A Z J Q m DA Y CREEK BOULEVARD W SEE CFD 2001-01 B STREET PIAN SHT. 6 OF 18 149 0 18' 59' 47' 25' 5 �• b O ` fi`y * 1213.9) TC (1213.25) L o *(1214.87) TC '^1 * (1214.20) FS -15 Z cr CONST U TION NOT Q1 CONSTRUCT 6' AC OVER Ir AB. O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. O3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. Q5 INSTALL 4e PVC SLEEVE FOR IRRIGATION PURPOSES © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASr* AS SHOWN ON PLAN. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION 1 tAoo' w P1=1214.81 �0 o � x$ x O� �Lo2�ojo � VDCC�oOG�D�1 L=54.98' O.C. A w w ` A w w w +0.50XN ^ 1 2 1 5 8 cr g ^ • wi N tci i' IN g 80 �,, A 8 8 N+ A GRADE ppN �w+N j + N N A A _ , A w j I fool V j P1=1213.74 j 1 t ; t t �t7P OF SOUTH �lE71IAN (S Go � � �^ i •N +�pZ 1 i�� i �N� 4TN A 105 PART. 100' W P1=121.3 65 GARDENS MONTICELLO A VE. _ro7 OF ST Y CURD +0.509 A MONET A VE. 4 2 ' 12 1 TABLE SCALE 1"=40' # ° A 121• , f� ft fo f04 A 20°46'39' f4' f 14 f f_ 15.50' f } 90.00'00' I 1215.54 FL 35.00' 54.98' 35.00' C 7°07'55' 322,19' ♦ 20.08' D 9"28'41' 5' 182.19' 30,14' 15,10' w C4" # +� 50� LOCAL DEPRESSION CB 12 35.00' 53.45' 33,50' E 95°06'01' 8 35.00' 58,09' 38,26' MONET A VE. 5' 2 ' CURVE TABLE SCALE 1"=40' # A 121• , f� R L T A 20°46'39' O O 84,57 30.67' 15.50' B 90.00'00' I 1215.54 FL 35.00' 54.98' 35.00' C 7°07'55' 322,19' 40.10' 20.08' D 9"28'41' 5' 182.19' 30,14' 15,10' E 87°29'30' LOCAL DEPRESSION CB 12 35.00' 53.45' 33,50' E 95°06'01' 8 35.00' 58,09' 38,26' G 180000'00' 2,00' 6.28' 1000,00' MONET A VE. 5' 5' 2 ' 6' as ci SCALE 1"=40' 0 j 22 121• , f� f py 1 G *C �L 1213.1 O O O O W 0 1216.21 TC I 1215.54 FL 0O 1216.98 TC W 1216.31 FS 1 1216.80 TC 1216.13 FS W 1216.18 TC J Q 5' U LOCAL DEPRESSION CB 12 1 5' 5' 4' 6' 5' 0 0 0 121• , f� f py 1 G *C 1213.1 O O O O O 8'CF 1213.83 TC 1213.16 FL 4)- �Ilk r n LOCAL DEPRESSION CB /I gyp. I� N �, t N , 1g `�, �9s ,�, � � ,� �ti ��.`�• �' is Tc � 121• , f� f py 1 G *C 1213.1 V Ta �1213•�1 f� o 0 0 0 0 I + o 5' 6' LOCAL DEPRESSION CB 12 Is 5'_1_6.75'1_4' 6' 5' N 8 8 8 8 A A A o� A O 5 1.6E 2TC cF 1214.98 FL?� T2so4 6��F� �y• c g6 C\, �h. ca o� rn o Win, LOC4L DEPRESSION CB #3 0 o � �L 0 ,5'. 6' , 4'; 5' 5' er 12 -1C 13 TC 1213.46 F 6 LOCAL DEPRESSION CB 172 NOTE - STREET TREES SHOWN THUS TO BE INSTALLED BY OTHERS. s e e I:\46604\IMPLANS\CFD2A\SIP03.dwg 9/16/03 PROJECT SHEET NO. &a OF _�Z 1 121' L=56.39' www.. N L=56.20' PART 100' VC 1215 w +`O Q� • Mh512158 w� N9 �^+���� *- C4 +0- ' w I # fi +D.-7, ` I +0.mxp< 2 cc .� w w w Lw -5.3.6.5' r w o c w g'4 414 `N i w w L0 .-TAI. R=-T.7bx N N Z w 40 w w (b w w w 1215 p•cc �w ^� (-�/w �Nw wN +w w �mi +,I-- V- bN w w N N N NN N ww tnw N N w w N I o v w w w PART. 212' W .j wgh 94 04 04 g'4 ^ 94 94 `t4 A P1=1218.33 9'4 94 94 ft F 8 L�54.98 N L=54.98 L*-� 96 N N ! O.C. O.C. i PROFILE SCALES h O.C. w HORIZ. 1"=40' S' S' 4' 6' S' k '` s VERT. 1" =4' {{ 1 10 1 11 1 12 1 1 "SALE 114 1 rl R If y 1215 k s r 1215 ' N j iw w w t t TOP OF STY CURB 8 :2 N = 1215 o $ 19 �wi f $ i.^ Alw ���;011N+hj+�_� r Z 1 O CONSTRUCT C AC OVER 6' AB 1217.66 TC FL Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. gg 1216��'� !?�6*CF V CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103.�!6 8 TC 1 35,00' 54.98' v -� O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do s 6 INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 C ® ik 20.44' Q' D) 1 13 c * * NOTE FOR CENTERLINE: 14 ADJUST SEWER MANHOLE TO GRADE. INX 35.00' 56.39' 1. t STREET DENOTES THE LEGAL t AS RECORDEC 15 ADJUST WATER VALVES TO GRADE. e- 16 y 1215 k s r 1215 ' N j iw w w t t TOP OF STY CURB 8 :2 N = 1215 o $ 19 �wi f $ i.^ Alw ���;011N+hj+�_� CURVE 8o CF ) 1 O CONSTRUCT C AC OVER 6' AB 1217.66 TC FL Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. gg 1216��'� !?�6*CF Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103.�!6 8 TC 1 35,00' 54.98' v -� O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 1�' © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 C ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 CATCH 8 SIN 18A 20.44' 'CASE' AS SHOWN ON PLAN. D) 1 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. * * NOTE FOR CENTERLINE: 14 ADJUST SEWER MANHOLE TO GRADE. 92.18'47' 35.00' 56.39' 1. t STREET DENOTES THE LEGAL t AS RECORDEC 15 ADJUST WATER VALVES TO GRADE. AND STATIONING AS SHOWN ARE BASE ON THIS 16 CONSTRUCT A1-8 CURB ONLY PER CITY STD. PL. 104. 2. It CONSTRUCTION DENOTES THE BASIS FOR THE 1© CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION TO CURB HORIZONTAL DISTANCE ONLY. y 1215 k s r 1215 ' N j iw w w t t TOP OF STY CURB 8 :2 N = 1215 o $ 19 �wi f $ i.^ Alw ���;011N+hj+�_� CURVE TABLE 206.30' 103.66' # D R L T A 90'00'00' 35,00' 54.98' 35.00' B 14'05'12' 82.19' 20.21' 10.15' C 14'15'00' 82.19' 20.44' 10.27' D) 1 9.28'41' 182.19' 30.14' 15,10' E 92.18'47' 35.00' 56.39' 36.44' F 1 174.00'27' 1.00' 3,04' 19.10' G 46.02'31' 4.00' 3.21' 1.70' H 47'32'57' 35.00' 29.05' 15.42' I 2'14'08' 858.00' 33.48' 16,74' J 20'04'40' 817.00' 1 286.29' 144,63' K 22'04'57' 844.00' 1 325,29' 164.69' L 180'00'00' 2.00' 1 6.28' 1000.00' y 1215 k s r 1215 ' N j iw w w t t TOP OF STY CURB 8 :2 N = 1215 o $ 19 �wi f $ i.^ Alw ���;011N+hj+�_� 13.56'19' 848.00' 206.30' 103.66' O^ 24'13'44' 850.00' 359.44' 182.45' N 23'54'19' 885,00' h►�j' 187.35' y.N 7.25'36' 232.74' 30.17' w w w N w ww ! w w 30.46' w 10 w t 200' W - fjJ=1? 12.77 1000,00' w w w w 56.80' Rr PI=1214.74 I 116 35.00' 117 118 U 119 1722.00' 120 121• 122 V 27'19'03' 1755.00' 15' 5'-,-11'-1-6'_,_5' 426.48' 23'33'39' 1788.00' , 12�� s?AC M 13.56'19' 848.00' 206.30' 103.66' N 24'13'44' 850.00' 359.44' 182.45' 0 23'54'19' 885,00' 369.25' 187.35' P 7.25'36' 232.74' 30.17' 15.10' Q 11.25'11' 152.83' 30.46' 15.28' R 180'00'00' 1.00' 3,14' 1000,00' S 92'59'26' 35.00' 56.80' 36,88' T 92'00'15' 35.00' 56.20' 36.25' U 1 24'09'39' 1722.00' 726.14' 368,55' V 27'19'03' 1755.00' 836,75' 426.48' 23'33'39' 1788.00' 735.25' 372.89' X gYW 90'00'00' 35.00' 54.98' 35.00' 87'49'39' 35.00' 53.65' 33.70' 5' 6' 7' 6 5 o � O CATCH E ASIN 16 N VICTORIA GARDENS LANE N N ? �>-, VE SCALE 1" =40' Z r CATCH 84SIN 7 I:\46604\IMPLANS\CFD2A\SIP04.dwg 9/16/03 PROJECT SHEET NO. Z7 OF V. �O 61* CN CF 1215 03 TC ?��oc 1214.36 FL 66 �, + CATCH 84SIN 7 I:\46604\IMPLANS\CFD2A\SIP04.dwg 9/16/03 PROJECT SHEET NO. Z7 OF _ �pv I l I 1 w L-48-50' PY=1224.94 �1O.1 C. �014 4 w� Nw #Z. 1 230 w J F. �vi•N Nw •./gp �� ryN w 1 I 1220 8 t.cc�ax roP off• WTY. CURB } F� N ^ w I i & r4vc , N ' t Pl=1222.29+ . T�P OF WEST ROMN CURB (WJl) +lws h N 001, • w A �+N w , p N w +d wN w w dN g♦N • w CIO 1220 ww N4d un +�• w 1 i TDP OF W'LY CURB CN 8,� 2 + _ ; N c TCIP OF WL -ST MED14N CURB +tat N 2 w 8 p 1230 Id pF'►N') w +N N �N A w /0 w w N w i o Bap►) S •�hNn w ���•, rNj N ip•NNN 8S w A A w TDP OF EAST kWA4 CURB (EIIfi) g z 2 w w N w 1230 GfADE tan' N A N P1=1225.W A 70& vv W T6P OF EAST MEDUW'It r h w . __ . _ w �Ii .. ._ __ ,_a__-._.___._ ____._ __ __e_ _.�I __ __ _ _. _._.___.__ _.. �i _ ..._ iw _ . _ _ '�•NN �°w' Nw 8�wN . bppw. � . ^wt NN �Nw Nw - IWO 'l 222— ! wP1=1222.23 CURB (EM) wi- NU -w -$0pp N � ..1230+ +�fa i +.5QN .�. • w 40- ^7 �S w� 8^ g(7 $•� N W j ��w wN +N 1220 8^ NC4 �.ot9� +N 8 JOx' � • 1� w i rOP OF CL Y CURB w N TDP O1 El r CURB c° A •- +0 8 +N TA I 11,11 79ANSM N C5 w tr 8 N I Q 01 p � � w w a Q i + N v w w w ! 140s VC I •V i N 122 123 124 125 126 127 1 8 129 ,' 6 w 3 0 Pr= 1224.91 131 13 P 9'46'11' 237,73' 40,54' 20.32' Q 33'50'24' 885,00' 522.70' 269.22' R 10'33'59' 817,00' 150.67' 75.55' S 1 12.08'15' 844.00' 178.79' 89.73' 848.00' 49.27' 24.64' U 4.24'38' 521.48' 40.14' 20.08' V 7.25'36' 232.74' 30.17' 15.10' WI(T)3'19'45' W 180.00'00' 1.00' 3,14' 1000.00' 2.30'32' 856,00' 37.48' 18.75' O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 14 ADJUST SEWER MANHOLE TO GRADE. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 15 ADJUST WATER VALVES TO GRADE. ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. AS SHOWN ON PLAN. 1© CONSTRUCT 8r TO 6" CURB & GUTTER TRANSITION O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL 401—B. (R1) I:\46604\IMPLANS\CFD2A\SIP05.dwg 9/16/03 PROJECT SHEET NO. Z5 OF �� L=(54.99') O.C. NkT i , 1 lOr't=3f. ii5r 8 + P1=1240.94 O.C. C, IN MND i g'4 �'4 ''4 �'4 w N i !w �N{1.20X 1245 I w TDP OF WiY CURB { 1 o, h w Nei �,; w t N+ N +N N N N w • f' I I ' L 95' o ^ w t { I lz • w A N //�� 1 <LA i 0 i , w k �� wNflz 1?45 w � O ' +wN � + V " w N 1 Mj N .' �N ` I I p f N N V 2+ ^� •04x + • h i N N 1.20X e4N a� TOP OF kST IMMIAN (W) w w 110N I R iN f • �i a i 230 s it of f w % wo~5iTOP of EAST r�N1 +♦w w h 1245 +jI 1f f �N ^� to w R w 1+ w Iii w tp f F8 w { • o Q�� GWE A P1=1241.00 ww ++2[[ p +Nwc�+oNw - ,�•�.� Nw NR 1.Lv- Sj 1 N w on 1W OP OF LY CURB I 1245 + ♦N �W ww I + r w 't 0.8 • V ' 1230 04 t w + hNIN " 04 / Wm '♦w 9'4 '4 /'4 } w j rrww w 1233 13� L=(55 10 j 9 o TDP of £'LY MOBa N N w O t ^� �p N rNj. OpfN ' j I ��C �w w; "• g N + + cav7RACTOR 1C ERIFY PRIOR '� g TO BEGINING CONSRUC710N. , + A w L=.31.54' L=30. 62" gp ^w O.C. 0.c. i •� +N ►� ' i ; 1w VC PROFLE SCALES ' E ' w� w P1=1240.91 ! HORIZ. 1"=40' ' 0 i VERT. 1"=4' I 1 i k i t A 3 W 136 137 138 139 140 5 5 -141 "SCALE 42 143 N N o L-55.00 5' S' �s' S' 1 -40 CONSTRUCTION NOTES CHURCH STREEcoNsrRucr s' Ac OVER s' AB. R f4 f4 9'4 9'4 m 2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. L=54.95' "' �' �' "' ".�' 8. CfD 2001-01B SHr 6 OF 13 0. C. GF SG ���Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. SCALE 1" =40' 22�6g f� V r��.>>? lc 131 O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 1631 fv�,�C, v N�') Sg6 �c 124 3�SCO �^ �, � �"�r'lor'�-� '2 13' S9' 39' 20' 1 -- © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 o, 12,5• '`Z � ` � �• b� � � o . w �, '�• + � �0 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 mCASr ,� y -n T �`� ^ N N Y . • t AS SHOWN ON PLAN. • " �; Cr4TCH $AS/N #'1T 1 �� p Qs INSTALL STREET NAME SIGN PER CITY STD. PL 401-A do 401-B. PARKING LOT \ o CATCH &ASIN 1 "0 o �� R�� X41 S� 1 o INSTALL STOP SIGN PER CITY STD. PL 401-B. (R1) ff0'PTH MA/NSTREL�T _ - ENTRANCE _ �� o N E a6� ���p�J 11 STENCIL 'SToV* AND STOP BAR SEE SHEET N0. SEE SHEET N0. 9 cn �+ w z� ' - ti w'�'' -+ `° 1 INSTALL W53 30' SIGN AND POST ( 60 I .� ' fi 1 1 24 ` v + a ooh ��h © ( ) } - v x x HPSV BY SCE. ` o + r*► + .,--.--- 13 INSTALL STREET LIGHTS 16000 LUMEN ` - Zti�,� o ..�. 3 • ;,� <: 14 ADJUST SEWER MANHOLE TO GRADE. n F - 0 15 ADJUST WATER VALVES TO GRADE ce I , 1 3 0 �, _- - " I 16 LQ CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. ., Rey 4 t. 4. 4 J�'b ��� _-- _- --_-- -_-. -. --- --- J o 1© CONSTRUCT 87 TO 6' CURB do GUTTER TRANSITION 'v; `�� c 17 w C, S A1G O 17 i 1 1 F 1 ' G_ _ - C - �0 ti k �' ��R�� �'L� 1244.52 TC '��Cs r� �'��J �_ Qc P A fp.85 R���` �,�1'�oh� 1 ��a �.�0 ����`ti1� Q STR � _ -�---G ---- 1 --- ---- _ �� g1239.!10+ ti _ - _- _ -- - p E Flti.�, ��`° �`1 �'l• '` _ _ ,� _ _ - -�- � G y---=,----- B�' "` 2 ,�rr� �i�y� ' H _ _ _ _ -�- - CR6`� E5 �� CONSTRUC ION * �� I 16 �� c�A C f F N ___ - - - 16 - 9s91c ��aa ��� th K '�� �s�-- M so �' N _ __ = G I LS ,� ��`� �N 14 ~' �, 135 PARC L BOUNDARY C 136 `� �6ti 16 `� I 137 9� ��' I ,99 �o i 3 - - i " �G 6 1 1 `� _ & 57REET ,`� - i - - -- � _ �-_ -- .'� N +v, ��,°� c� �� ^, �► ,Tye F� 1c �� ���s V X --- - ---- --- - I -- �o•+ cx. cp n oO y% �O (' O+ R 6 6� i + !s i " + o•�`ti �� `ti`ti o + �� T0.1� k�6 A 2 U �o �c ARCEL BOUNDARY C �� CDN RCT/ON** k�0 `�'� SBT ` t �ti ❑ �° V �T �9 �`� 0 1236.84 [C C , , �9i c o s - •� ��� + ,TR J 12.36.17 FS 1236.14 TC h 1��°'' 1` 6 P v G - ---I------- -- 5.4Z_fL__- 17. 15 ^ 2 123. 19 88 FL �Ci //�� 3 ol 4'51'26' CURVE TABLE 36.39' M # A R L T A 90'02'35' 287,84' 35.00' 55.00' 35.03' B 22°24'43' 84.57' 26,75' 10.46' 5.30' C 157°16'01' 84.57' 1,00' 2,74' 4.97' D 89°57'25' 856,00' 35.00' 54,95' 34.97' E 5°55'52' 87,84' 817.00' 84.57' 42.32' F 84°06'44' 91.04' 35.00' 51,38' 31.58' G 95°53'16' 87.63' 35,00' 58.57' 38.80' H 7°07'55' 82.89' 322.19' 40.10' 20.08' I 5°55'52' 54,99' 850,00' 87.99' 44.03' J 5°55'52' 55,10' 1 885.00' 91.61' 45,85' K 3°17'22' 1 854.00' 49.03' 24.52' ol 4'51'26' 858.00' 72,74' 36.39' M 9649'52' 233.51' 40.07' 20.08' N 8'01'11' 287,84' 40.29' 20.18' 0 21'14'00' 84.57' 31.34' 15,85' P 20°46'48' 84.57' 30.67' 15,51' Q 5°54'26' 856,00' 88.25' 44.17' R 5°54'26' 852,00' 87,84' 43.96' S 5°54'26' 883,00' 91.04' 45,56' T 5°54'26' 850,00' 87.63' 43.86' U 5°54'26' 804.00' 82.89' 41.48' 90'01'09' 35.00' 54,99' 35.01' 8W- 90°11'54' 1 35.00' 1 55,10' 1 35,12' 14 j CITY OF RANCHO CUCAMONGA N 26' o N 'r'ct 14'► 2' v, c.N FUT. STREET 13 13 L 49' STREET WROVEMENT PLANS FOR 32'_y 52' OFESS1C.pN VICTORIA GARDENS LANE N W N k k�J CHURCH STREET N ��� COMMILNITY FACLITIES N �, ho ,� �, �v CFD 2001-01B SHT. 6 OF 13 No. 20596 r" m hyo G SG ter, CP. 7 �,^� coo, a �' h6rr �� ��:t ��''�` c,+ �''T'\ O O `\ S Ex 9-30-05 �' � " �a � � � � cF c * P � DISTRICT 2003- 01A VICTORIA GARDENS LANE F'LCAO �P APPROVED DATE. C TY ENGINEER ' RICE NO 24953 CITY OF RANCHO CUCAMONGA DESIGN , -, MORSE 17320R.^MAw RECOMMENDED sww aso BENCHMARK NO. 10051, ELEV.: 1300.686 R.C. of `: o o K I c e r.in. CA 92614 SET 2 BRASS DISK IN CONC. CURBDRAWN 1 I Kia949-251-0821 5' 5' 7' 6' 5. , STAMPED "CITY OF RANCHO CUCAMONGA BM v=: : c H u E T z rAx: 946-251-0516 nc 10051 1987" AT THE NORTHWEST CORNER OF D.L.P E A N E R S E N G 1 14 E E R S S U R V E Y O R S 6 OF LV 5' S' 7' 6' S' BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT CHECKED 20596 DRAWING NO. 0. CATCH 6Z4SIN X16 CATCH &4S/N X18 CITY SOUTHERLY END OF CATCH BASIN 2 FT. NORTH -CE NO DESCRIPTION OF REVISION DATE S.C.M. - --- /'19 APPROVED: OF CURB RETURN. DATE �� FILE NO A46604\IMPLANS\CFD2A\SIP06.dwg 9/16/03 PROJECT SHEET NO. Z'3 OF 52 PIS 1215 " cv A i � A A A A 8h N� g h CN 4 215A - N A ab • a + 70X -1 4.� Fi f I � O.C. 14 ft 9'4 f'4k i L>4.9' i O.C. z�i # I O.C. { I A mo, ��l L�58.09 } � � �4 �'4 � E . � _ 0� c i +N y I 74 O.C. , y4 II ii II ��Ills A N A f4 I f4 h -L•?4 h A A A loom SCALE 1"=40' VICTORIA GARDENS LANE SEE SHEET NO. 3 _, 8.'50T- 2ffWALK EASEMENT UNDER SEPARATE INSTRUMENT _ 8. f` 37DEW k EASEMENT UNDER SEPARATE INSTRUVENT MONTICEL L 0 AVE. NOTE.• STREET TREES SHOWN THUS TO BE INSTALLED BY OTHERS. SCALE 1"=40' VICTORIA GARDENS LANE SEE SHEET N0. 3 4ri 10' SIDEWALK 1 ?`Sh�Ej EASEMENT UNDER SEPARATE INS ENT p 8.0' SIDEWALK EASEMENT UNDER CURVE TABLE SEPARATE INSTRUMENT ? #' A R L A 90°00'00' 35.00' 54.98' 35,00' 95'06'01' B 35.00' ' 38.26' ti�'i 87°29'30' 19 I 53,45' I �G I) 10,18' I J D g� p 8.0' SIDEWALK EASEMENT UNDER CURVE TABLE SEPARATE INSTRUMENT # g A R L T A 90°00'00' 35.00' 54.98' 35,00' 95'06'01' �r 35.00' 58.09' 38.26' C 9DB 87°29'30' 19 35.00' 53,45' 33.50' �G 225.00' 10,18' \y� J g� 8.0' SIDEWALK 47'hi 45' 8.0' S/ll£WALK EASEMENT UNDER 12 T5' 33' 12' FEASEMENT UNDER SEPARATE INSTRUMENT SEPARATE INSTRUMENT MONET AVE. SCALE 1"=40' VICTORIA GARDENS LANE SEE SHEET NO. 4 80' slD£Wi1cK EASEMENT UNDER SEPARATE INSTRUMENT PARKING LOT ENTRANCE - C `" No. 20596 �^ m Exp. 9-30-05 CIVIL 9TF q` CALF O1 CONSTRUCT 6" AC OVER 6' AB. Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. �3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PLAN. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-8. (R 1) 11 STENCIL "STOP'' AND STOP BAR 12 INSTALL W53 (30') SIGN AND POST 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION I:\46604\IMPLANS\CFD2A\SIP07.dwg 9/16/03 PROJECT SHEET NO. -30 OF _ CURVE TABLE # A R L T A 90°00'00' 35.00' 54.98' 35,00' 95'06'01' 35.00' 58.09' 38.26' C 9DB 87°29'30' 35.00' 53,45' 33.50' 2°35'31' 225.00' 10,18' 5.09' SCALE 1"=40' VICTORIA GARDENS LANE SEE SHEET NO. 4 80' slD£Wi1cK EASEMENT UNDER SEPARATE INSTRUMENT PARKING LOT ENTRANCE - C `" No. 20596 �^ m Exp. 9-30-05 CIVIL 9TF q` CALF O1 CONSTRUCT 6" AC OVER 6' AB. Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. �3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 & 103. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL 307 'CASE' AS SHOWN ON PLAN. Q9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL. 401-8. (R 1) 11 STENCIL "STOP'' AND STOP BAR 12 INSTALL W53 (30') SIGN AND POST 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8' TO 6' CURB do GUTTER TRANSITION I:\46604\IMPLANS\CFD2A\SIP07.dwg 9/16/03 PROJECT SHEET NO. -30 OF _ VICTORIA GARDENS LANE SEE SHEET NO. 4 �oX 8.0' SIDEWALK 9* 0' ZFWALK EASEMENT UNDER 12' 35' 33' 12'- EASEMENT UNDER SCALE 1"=40' 8i ,a SEPARATE INS SEPARATE IN cry �ti ti�6 T oF�s�'� ' � it S 4. i 4 I 1�100�1���p O 1715.19 TC0`5 W I II A 1214.52 R 18 ZG I � I hti 4 , I 1218.10 TC � B ,�cA • 1�, r�\R� i F II 1217. 60 FL 9z o 4 o W .01 f*��0X01 - EASEMENT UNDER SEPARATE INSTRUMENT PARKING LOT ENTRANCE- CURVE TABLE # R L T A 90000'00' 35.00' 54,98' 35.00' B 92°18'47' 10 56.39' 1 1 92°59'26' 35,00' 56.80' 36.88' D 92°00'15' 35.00' 56.20' 1 E 0 C 35,00' 54,98' 1 35.00' F 87'49'39' 1 35,00' 53,65' 1 33.70' 4 o, $awp gri �/� _ 1220 t A C4 cv + / A A { j �i/ � '' ` Z9 ad 122 $ .tet •� rrww / - R ig ^ A C4 I 3• ,- I VICTORIA GARDENS LANE SEE SHEET NO. 4 �oX 8.0' SIDEWALK 9* 0' ZFWALK EASEMENT UNDER 12' 35' 33' 12'- EASEMENT UNDER SCALE 1"=40' 8i ,a SEPARATE INS SEPARATE IN cry �ti ti�6 T oF�s�'� ' � it S 4. i 4 I 1�100�1���p O 1715.19 TC0`5 W I II A 1214.52 R 18 ZG I � I hti 4 , I 1218.10 TC � B ,�cA • 1�, r�\R� i F II 1217. 60 FL 9z o 4 o W .01 f*��0X01 - EASEMENT UNDER SEPARATE INSTRUMENT PARKING LOT ENTRANCE- CURVE TABLE # R L T A 90000'00' 35.00' 54,98' 35.00' B 92°18'47' 10 56.39' 1 1 VICTORIA GARDENS LANE SEE SHEET NO. 4 �oX 8.0' SIDEWALK 9* 0' ZFWALK EASEMENT UNDER 12' 35' 33' 12'- EASEMENT UNDER SCALE 1"=40' 8i ,a SEPARATE INS SEPARATE IN cry �ti ti�6 T oF�s�'� ' � it S 4. i 4 I 1�100�1���p O 1715.19 TC0`5 W I II A 1214.52 R 18 ZG I � I hti 4 , I 1218.10 TC � B ,�cA • 1�, r�\R� i F II 1217. 60 FL 9z o 4 o W .01 f*��0X01 - EASEMENT UNDER SEPARATE INSTRUMENT PARKING LOT ENTRANCE- VERT. I I '�1 4 1 !! PLAN SCALE 1"=40' NOTE - STREET TREES SHOWN THUS TO BE INSTALLED BY OTHERS. b ! 10 11 VICTORIA GARDENS LAN SEE SHEET /y0 4 E � I i k CURVE TABLE # R L T A 90000'00' 35.00' 54,98' 35.00' B 92°18'47' 35.00' 56.39' 36.44' C 92°59'26' 35,00' 56.80' 36.88' D 92°00'15' 35.00' 56.20' 36.25' E 90°00'00' 1 35,00' 54,98' 1 35.00' F 87'49'39' 1 35,00' 53,65' 1 33.70' VERT. I I '�1 4 1 !! PLAN SCALE 1"=40' NOTE - STREET TREES SHOWN THUS TO BE INSTALLED BY OTHERS. b ! 10 11 VICTORIA GARDENS LAN SEE SHEET /y0 4 E � I i k 550' S✓ WALK EASEMENT UNDER SEPARATE INSTRUMENT KEW AVENUE r'0?koFESS rC. g��N 20596 r" m Exp. 9-30-05 ('IVIL �P qTF AF CALF I CONSTRUCTION NOTES Q1 CONSTRUCT 6' AC OVER 6" AB O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104. 30 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 4Q CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' AS SHOWN ON PLAN. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8" TO 6' CURB do GUTTER TRANSITION I:\46604\IMPLANS\CFD2A\SIP08.dwg 9/16/03 PROJECT SHEET NO. 3/ OF SCALE 1"=40' 8.0' SIDEIigCK `PAR4TE N � M NT � o OKI -1OW 1\ 550' S✓ WALK EASEMENT UNDER SEPARATE INSTRUMENT KEW AVENUE r'0?koFESS rC. g��N 20596 r" m Exp. 9-30-05 ('IVIL �P qTF AF CALF I CONSTRUCTION NOTES Q1 CONSTRUCT 6' AC OVER 6" AB O2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL 104. 30 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 4Q CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' AS SHOWN ON PLAN. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE. 14 ADJUST SEWER MANHOLE TO GRADE. 15 ADJUST WATER VALVES TO GRADE. 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL. 104. 1© CONSTRUCT 8" TO 6' CURB do GUTTER TRANSITION I:\46604\IMPLANS\CFD2A\SIP08.dwg 9/16/03 PROJECT SHEET NO. 3/ OF 1 SCALE 1"=40' IA GARDENS LANE y aLK vrcTOR SEE SHEET N0. 5 Nsr"R° MEM 5.50' �pEW'�LK 6' ;A$EAIENT UNDER PARATE INSTRUMENT . v , 5.50' T u!IENf 33'�JA 05 ,rjX6 tsj I, S� PARKING LOT ENTRANCE_ CONSTRUCTION NOTES O 0 Q1 `w 4 11 ?x� c� B 12 INSTALL W53 (3(1') SIGN AND POST i CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 14 ADJUST SEWER MANHOLE TO GRADE. © _ _ I 1 ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' A CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL 104. 29,05' I 1© 4' G 35.00' 55.00' 35.03' . v , 5.50' T u!IENf 33'�JA 05 ,rjX6 tsj I, S� PARKING LOT ENTRANCE_ CONSTRUCTION NOTES Q1 CONSTRUCT 6" AC OVER 6' AB. 11 STENCIL 'STOP' AND STOP BAR Q2 CONSTRUCT A2-8 CURB do GUTTER PER CITY STD. PL. 104. 12 INSTALL W53 (3(1') SIGN AND POST Q3 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. PL. 103. 13 INSTALL STREET LIGHTS 16000 LUMEN HPSV BY SCE O4 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. PL 102 do 103. 14 ADJUST SEWER MANHOLE TO GRADE. © INSTALL HYDRANT MARKERS PER CITY STD. PL. 134. 15 ADJUST WATER VALVES TO GRADE. ® CONSTRUCT LOCAL DEPRESSIONS AT CATCH BASIN PER CITY STD. PL. 307 'CASE' 16 CONSTRUCT Al -8 CURB ONLY PER CITY STD. PL 104. 29,05' AS SHOWN ON PIAN. 1© CONSTRUCT T TO 6' CURB do GUTTER TRANSITION O9 INSTALL STREET NAME SIGN PER CITY STD. PL. 401—A do 401—B. 10 INSTALL STOP SIGN PER CITY STD. PL 401—B. (R 1) VICTORIA GARDENS LANE SEE SHEET NO. 6 5 6 7 5 5' 80' SIDEWALK 3.0' SrOfliALK VICTORIA GARDENS LANE EASEMENT UNDER 45' ' S2' EASEMENT UNDER Np 6 �. SEPARATE INSTRlA4 W SEPARATE INSTRUMENT SEE SHEET — W 8 3' 12' 33' L 35' 17' 3' * I , In 8.0' 9XWALK G o^ " `° IMNSTNU°A�IENT SEP/iRATE F •�� �.� h � .=;_: 5 _ �'� ��� gyp• x1 Gf 1����•��"' 3 -04 -4L n SCALE 1"=40' j Q w w � C' 1,0�N\ 5 lb m+o `O .may ►"7 R L h "y A LOCAL DEPRESSION CB 170 �L CURVE TABLE 1,0�N\ 5 lb m+o `O .may ►"7 R L h "y A 8 5.50' ZEWALk 35.00' 66.08' 48,33' B 79°23'26' 35.00' 48.50' 29,05' C 90°02'35' 35.00' 55.00' 35.03' D 89°57'25' cn -� 34.97' 5' 6' 7' 5' 5' F 95°53'16' lb 10 58.57' LOCAL DEPRESSION CB 171 NOTE - STREET TREES SHOWN THUS TO BE INSTALLED BY OTHERS. S t EASEMENT UNDER SEPARATE INSTRUMENT w .9j 4r �� y� y� 3.0' SIDEWALK�- EASEMENT UNDER o�,9 SEPARATE INSTRUMENT NORTH MAINSTREET_ CURVE TABLE 4 m+o `O .may ►"7 R L h "y A 8 5.50' ZEWALk EASEMENT UNDER SEPARATE INSTRUMENT w .9j 4r �� y� y� 3.0' SIDEWALK�- EASEMENT UNDER o�,9 SEPARATE INSTRUMENT NORTH MAINSTREET_ !2 SCALE 1"=40' cc O /^ 4 N � 1 13 \ \ OIN N zoi 0 r 9XWALK EASEMENT UNDER S PARATE INSTRUMENT 35' PARKING LOT ENTRANCE— ?,OV Ess C. CD No. 20596 "' m Exp. 9-30-05 �qTF or- CA`1E��P I:\46604\IMPLANS\CFD2A\SIP09.dwg 9/16/03 PROJECT SHEET NO. 3Z OF _�;?— CURVE TABLE # R L T A 108°10'46 35.00' 66.08' 48,33' B 79°23'26' 35.00' 48.50' 29,05' C 90°02'35' 35.00' 55.00' 35.03' D 89°57'25' 35.00' 54.95' 34.97' E 84°06'44' 35.00' 51.38' 31.58' F 95°53'16' 35.00' 58.57' 38.80' !2 SCALE 1"=40' cc O /^ 4 N � 1 13 \ \ OIN N zoi 0 r 9XWALK EASEMENT UNDER S PARATE INSTRUMENT 35' PARKING LOT ENTRANCE— ?,OV Ess C. CD No. 20596 "' m Exp. 9-30-05 �qTF or- CA`1E��P I:\46604\IMPLANS\CFD2A\SIP09.dwg 9/16/03 PROJECT SHEET NO. 3Z OF _�;?— E: CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ITEM QUANTITY UNIT SHT. 2 SHT. 3 TOTAL REMARKS WATER IMPROVEMENT 40 INSTALL if -10 GAGE CML do C WATER MAIN. L.F. 254 46 300 -- 41 INSTALL 8" RESILIENT WEDGE GATE VALVE PER STD. DWG. NOA EA. 3 1 4 -- 42 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 EA. 6 9 15 -- 43 TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 L.F. -- -- -- -- 44 BORE do CASE 12" WATER UNDER JURISDICTIONAL STREAM BED USING 24" STEEL CASING PER C.C.W.D. STD. NO. 10 LF -- 142 142 -- 45 WELD CAP • TEMPORARY END OF UNE EA. 4 3 7 -- 46 INSTALL 17'-11 1/4 FLANGED ELBOW EA. 2 2 _= =_ 48 INSTALL 17' X 6" FLANGED TEE EA. 5 8 13 -- 49 REMOVE EXIST. WELD CAP do JOIN EA. 1 -- 1 -- 50 INSTALL 12" RESILIENT GATE VALVE PER STD. DWG. NO. 4 EA 7 7 14 -- 51 INSTAL_ 17' X 12" FLANGED TEE EA 1 2 3 -- 52 INSTALL 12"-10 GAGE CML do C WATER MAIN LF 2,135 1,450 3,585 -- 53 INSTALL 12" X 8' FLANGED TEE EA, 3 1 4 -- 56 HOT TAP TO EXISTING 30" WATER PER STD. DWG. NO. 11A EA, VICTORIA GARDENS LANE COMMUNITY FACILITIES DISTRICT 2003-1B WATER IMPROVEMENT PLANS IN THE CITY OF RANCHO CUCAMONGA i VICINITY MAP NOT TO SCALE GENERAL NOTES OJECT TE �\ * ALTERNATE CONSTRUCTION PROCEDURE ONLY. SEE SHEET 3` :' 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE J <' LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA ' y COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD r SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. ' _1 f 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 3/4 : 1 SLOPE t ' A ' THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR 3/4 : 1 SLOPE OR GREATER OR OR GREATER OR ADEQUATE SHORING • Z fT ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR ADEQUATE SHMING �� c*� Q• w ' INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES COMPACTED BACKFILL l -� t +N :\ M �b r ; • �-COMPACTED BACKFA.L-�` 1,! \ sr + J O� �� 14E ARE SHOWN ON THESE PLANS. FROM SELECTED TRENCH / \� T U AN" BEDDING 4. ALL 6 -INCH WATER LINES SK4 -L BE 12 GAUGE STEEL, ALL 8 -INCH SIDE MATERIAL dv \ y: G C * THROUGH 16 -INCH WATER LINES SFWl BE 10 GAUGE STEEL, CEMENT 6' MN -, ! tr MAX N e- MAX SPECIFICATION LINEDMORTAR C205 -N00. SATED IN ACCORDANCE WITH ANSI/AWWA o NOTES: Z. MIC TOO MA GARDENS ENS MALL 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS 1. TRENCH tNDTH SHALL CONTROLLID / ,o `Shly�.�` f `\\ `s'Sr i r �PROPOSED SYSTEM IS 65 P.S.I. AND 95 P.S.I., RESPECTIVELY. WSIEWE MID ATER MAIN TO TOP of PPE ZONE. �!� c� �, 0"' ��YF \ /�92 PARCEL MAP - PARC EL �i AP NOO o 15716 F . o�s z TSHALL RENCH DEPHAVE ADE�AGREA THAN S ?p0,\ 6. DOMESTIC WATER METER SIZE FOR LOTS WITH AREAS EQUAL OR GREATER THAN 0.6'0' NOTE: COMPACTION SHALL BE W% IN ALL NE M� ,� 10,000 S.F. SHALL BE 1". ALL OTHER LOTS SHALL HAVE A MINIMUM OF 3/4" ZONES LI KESS OTHERWSE SPECIFIED GRANULAR BEDDMiG 3. CUSS N AM BASE ALL TRENCHES LESS E SWGRADE lNiDMTLIRBED TRENCH STABILITY SHALL CONFORM FROM SELECTED TRENCH THAN 100' It LENGTH PER CITY RANCHO T� n METER. PP NATIVE MATERIAL SHAPED TO TO CAL -OSHA REQUIREMENTS SIDE MATERIAL CUCAMONGA STD DWG. 120 ` ,�I,,ODATE BOTTOM OF PNS 0 S 7. ALL WATER LINES SHALL BE INSTALLED WITH 30 INCHES MINIMUM COVER. \, 9, MCr TYPICAL TRENCH SECTION UNE \ SNE 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION STD. DWG. N0. 30. Gym j DISTRICT. O 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY UTILITY CONTACT ` PIVOT -' CONSTRUCTION OF FACILMES. ANY NECESSARY CHANGES OF WATER LINE j DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS iCOUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE PRIOR TO EXCAVATION: - - -�_ r _ = - T� : �_ OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 _ -O�p �, C 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 280 SOUTH LOCUST GARDENS LANE ipU$ P.O. BOX 2920 '�'�, 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS POMONA, CALIFORNIA 91766 / FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 Af CFD ,GA 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR 7951 REDWOOD AVE. i' PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE FONTANA, CA. 92336 _� �� INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 10440 ASHFORD STREET \ �� 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT - RANCHO CUCAMONGA, CALIFORNIA 91730\-�� FURNISHED METER BOXES. `\ 'A 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE DCA CARCHIB LD (909) 987-2225 `\�?�.f -� THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE 5). 9155 ARCHIBALD AVENUE, SUITE H � RANCHO CUCAMONGA, CALIFORNIA 91730 ' \�lp� LEGEND 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. \,\oG INDEX MAP LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL 216 N. EUCUD AVE. 1-800-427-2000 COMM.` c SCALE 1"=200' PROPOSED WATER LINE WITH VALVE HEALTH CODE, TITLE 22, SECTION 64630-C. ONTARIO, CA 91762 W - -0- EXISTING WATER LINE WITH VALVE 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED METROPOLITAN WATER DISTRICT: (909) 593-7474 UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 700 N. ADRENO AVENUE \ 7 VERVE, E AFH FIRE HYDRANT ASSEMBLY \� 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WATER SERVICE & METER WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL PACIFIC TELEPHONE COMPANY: (714) 999-5639 AGENCY. CENTERLINE 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR PROPERTY LINE AFTER FINAL PAVING IS COMPLETED. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CURB & GUTTER LINE ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS -- TRACT BOUNDARY CUCAMONGA COUNTY WATER DISTRICT. TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED- - - - - - DENOTES WATER PLAN SHEET NO. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TO START OF CONSTRUCTION. AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT" Q�pF ISS/ DIAL TOLL FREE DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ��� �F'I C.Q ACCEPTANCE OF ANY SYSTEM. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ti Q� ti i 1-800-422-4133 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS N �J' �- a APPROVED FIRE PROTECTION DISTRICT 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING C) No. 20596 r2n-' AT LEAST TWO DRAYS DATE DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER d Exp. 9-30-05 OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN * * BEFORE YOU DIG FACILITIES ARE SHOWN ON THESE PLANS. CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE `l' CIVIL- �P NEGLIGENCE OF THE OWNER OR ENGINEER. GI <' CALF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA K�/t� 1-�•�.J F RANCHO CUCAMONGA FIRE DISTRICT BENCH MARK PLANS P AIRED UNDER RVISION OF DATE AP OVEJa �- (� -C3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA MORSE 17te350 hillAw. 4-0 AMONGA COUNTY WATER DISTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 . Suite 350 BY _ R.C. D. L. C.C.W.D./RS SET 2" BRASS DISK IN CONC. CURB _ D O K I C H Irvine, CA 92614ASSISTANT GENERAL MANAGER/C00 WATER IMPROVEMENT PLAN FOR 005- W0(P-t STAMPED "CITY OF RANCHO CUCAMONGA BM STA LE C. MORSE Voice: 949-251-8821 VICTORIA GARDENS LANE Q 10051 198r AT THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT SCALE ATLAS NO. WORK ORDER Q BASE LINE ROAD AND SWANSON PLACE 0.25 � . S C H U Lt z FAX: 949-251-0516 N0. ENGINEERING DEPARTMENT MILES WEST OF EnWANDACRTC AVENUE, AT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN 2311 2312 DP 5821 C Y FACUTES DISTRICT 2003-8 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 2' Z? •(/ 3 20596 PLANNERS ENG 1 N E E R S SURVEYORS SHT. 1 OF 3 REV. DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987-2591 C/)� ` 1664/INS!CF[)2AiWA10I 2-27-0 BASELINE RD.pR Y W ``' o: U J SI M FOOTHILL BLVD. o ARROW RT. a Q > W 0 Y 3 W 4TH ST. VICINITY MAP NOT TO SCALE GENERAL NOTES OJECT TE �\ * ALTERNATE CONSTRUCTION PROCEDURE ONLY. SEE SHEET 3` :' 1. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CUCAMONGA COUNTY WATER DISTRICT'S STANDARD SPECIFICATIONS AND THE J <' LATEST ADDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. THE CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA ' y COUNTY WATER DISTRICT COPIES OF THE LATEST STANDARD r SPECIFICATIONS PRIOR TO START OF CONSTRUCTION. ' _1 f 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 3/4 : 1 SLOPE t ' A ' THEMSELVES WITH THE SITE AND SHALL BE HELD SOLELY RESPONSIBLE FOR 3/4 : 1 SLOPE OR GREATER OR OR GREATER OR ADEQUATE SHORING • Z fT ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY, OR ADEQUATE SHMING �� c*� Q• w ' INDIRECTLY, FROM THEIR OPERATIONS, WHETHER OR NOT SAID FACILITIES COMPACTED BACKFILL l -� t +N :\ M �b r ; • �-COMPACTED BACKFA.L-�` 1,! \ sr + J O� �� 14E ARE SHOWN ON THESE PLANS. FROM SELECTED TRENCH / \� T U AN" BEDDING 4. ALL 6 -INCH WATER LINES SK4 -L BE 12 GAUGE STEEL, ALL 8 -INCH SIDE MATERIAL dv \ y: G C * THROUGH 16 -INCH WATER LINES SFWl BE 10 GAUGE STEEL, CEMENT 6' MN -, ! tr MAX N e- MAX SPECIFICATION LINEDMORTAR C205 -N00. SATED IN ACCORDANCE WITH ANSI/AWWA o NOTES: Z. MIC TOO MA GARDENS ENS MALL 5. THE MINIMUM AND MAXIMUM STATIC WATER PRESSURE WITHIN THIS 1. TRENCH tNDTH SHALL CONTROLLID / ,o `Shly�.�` f `\\ `s'Sr i r �PROPOSED SYSTEM IS 65 P.S.I. AND 95 P.S.I., RESPECTIVELY. WSIEWE MID ATER MAIN TO TOP of PPE ZONE. �!� c� �, 0"' ��YF \ /�92 PARCEL MAP - PARC EL �i AP NOO o 15716 F . o�s z TSHALL RENCH DEPHAVE ADE�AGREA THAN S ?p0,\ 6. DOMESTIC WATER METER SIZE FOR LOTS WITH AREAS EQUAL OR GREATER THAN 0.6'0' NOTE: COMPACTION SHALL BE W% IN ALL NE M� ,� 10,000 S.F. SHALL BE 1". ALL OTHER LOTS SHALL HAVE A MINIMUM OF 3/4" ZONES LI KESS OTHERWSE SPECIFIED GRANULAR BEDDMiG 3. CUSS N AM BASE ALL TRENCHES LESS E SWGRADE lNiDMTLIRBED TRENCH STABILITY SHALL CONFORM FROM SELECTED TRENCH THAN 100' It LENGTH PER CITY RANCHO T� n METER. PP NATIVE MATERIAL SHAPED TO TO CAL -OSHA REQUIREMENTS SIDE MATERIAL CUCAMONGA STD DWG. 120 ` ,�I,,ODATE BOTTOM OF PNS 0 S 7. ALL WATER LINES SHALL BE INSTALLED WITH 30 INCHES MINIMUM COVER. \, 9, MCr TYPICAL TRENCH SECTION UNE \ SNE 8. ALL FIRE HYDRANT LOCATIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF THE CITY OF RANCHO CUCAMONGA FIRE PROTECTION STD. DWG. N0. 30. Gym j DISTRICT. O 9. THE DEVELOPER SHALL HAVE THEIR ENGINEER VERIFY THE ELEVATIONS OF ALL EXISTING WATER MAINS AT POINTS OF CONNECTION PRIOR TO ANY UTILITY CONTACT ` PIVOT -' CONSTRUCTION OF FACILMES. ANY NECESSARY CHANGES OF WATER LINE j DEPTH DURING CONSTRUCTION SHALL BE REPORTED TO THE CUCAMONGA CONTACT THE FOLLOWING, AS REQUIRED, 2 WORKING DAYS iCOUNTY WATER DISTRICT FOR REVIEW AND APPROVAL PRIOR CONTINUANCE PRIOR TO EXCAVATION: - - -�_ r _ = - T� : �_ OF CONSTRUCTION. GENERAL TELEPHONE COMPANY: (800) 422-4132 _ -O�p �, C 10. THE CONTRACTOR SHALL HAVE A CLASS C34 LICENSE. 280 SOUTH LOCUST GARDENS LANE ipU$ P.O. BOX 2920 '�'�, 11. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN THE NECESSARY PERMITS POMONA, CALIFORNIA 91766 / FROM THE APPROPRIATE LOCAL AGENCIES PRIOR TO ANY CONSTRUCTION WITHIN ANY STREET, RIGHT-OF-WAY OR EASEMENT. SOUTHERN CALIFORNIA EDISON CO. 1-800-655-4555 Af CFD ,GA 12. ALL WATER METER SERVICES FOR THE USE OF LANDSCAPE IRRIGATION OR 7951 REDWOOD AVE. i' PUBLIC DOMESTIC USE, OTHER THAN FOR RESIDENTIAL, SHALL HAVE FONTANA, CA. 92336 _� �� INSTALLED AN APPROVED REDUCED PRESSURE PRINCIPAL BACKFLOW ASSEMBLY AS THE MINIMUM BACKFLOW PROTECTION REQUIREMENT. CUCAMONGA COUNTY WATER DISTRICT: (909) 987-2591 10440 ASHFORD STREET \ �� 13. THE WATER CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING DISTRICT - RANCHO CUCAMONGA, CALIFORNIA 91730\-�� FURNISHED METER BOXES. `\ 'A 14. PRESSURE REGULATING VALVES ARE REQUIRED FOR EACH SERVICE WHERE DCA CARCHIB LD (909) 987-2225 `\�?�.f -� THE WATER SYSTEM PRESSURE EXCEEDS 80 P.S.I. (SEE NOTE 5). 9155 ARCHIBALD AVENUE, SUITE H � RANCHO CUCAMONGA, CALIFORNIA 91730 ' \�lp� LEGEND 15. THE MINIMUM SEPARATION BETWEEN WATER LINES AND SANITARY SEWER SOUTHERN CALIFORNIA GAS COMPANY: 1-800-427-2200 RES. \,\oG INDEX MAP LINES SHALL CONFORM TO THE STATE OF CALIFORNIA ENVIRONMENTAL 216 N. EUCUD AVE. 1-800-427-2000 COMM.` c SCALE 1"=200' PROPOSED WATER LINE WITH VALVE HEALTH CODE, TITLE 22, SECTION 64630-C. ONTARIO, CA 91762 W - -0- EXISTING WATER LINE WITH VALVE 16. SAND BEDDING AND SAND BACKFILL IN THE PIPE ZONE IS REQUIRED METROPOLITAN WATER DISTRICT: (909) 593-7474 UNLESS NATIVE MATERIALS ARE CONSIDERED SUITABLE AS SUCH BY THE DISTRICT ENGINEER. 700 N. ADRENO AVENUE \ 7 VERVE, E AFH FIRE HYDRANT ASSEMBLY \� 17. TRENCH RESTORATION AND PAVEMENT REPAIR SHALL BE IN ACCORDANCE WATER SERVICE & METER WITH THE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE LOCAL PACIFIC TELEPHONE COMPANY: (714) 999-5639 AGENCY. CENTERLINE 18. THE WATER CONTRACTOR SHALL ADJUST ALL GATE VALVE COVERS TO GRADE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR PROPERTY LINE AFTER FINAL PAVING IS COMPLETED. 19. PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATER LINES, OR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES CURB & GUTTER LINE ANY CONNECTIONS TO EXISTING SYSTEMS, HYDROSTATIC TESTING AND SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SECTION 5, BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON TECHNICAL PROVISIONS, OF THE STANDARD SPECIFICATIONS OF THE THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS -- TRACT BOUNDARY CUCAMONGA COUNTY WATER DISTRICT. TO PROTECT THE UTILITIES SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED- - - - - - DENOTES WATER PLAN SHEET NO. 20. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY UNDERGROUND SERVICE TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE ALERT (1-800-227-2600) AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS TO START OF CONSTRUCTION. AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 21. FOR WATER SYSTEM INSPECTION ON THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE CUCAMONGA COUNTY WATER DISTRICT AT (909) 987-2591, THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S TWO WORKING DAYS PRIOR TO THE REQUIRED INSPECTION DATE. AND SUBCONTRACTOR'S COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION 22. THE CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS -BUILT" Q�pF ISS/ DIAL TOLL FREE DRAWINGS TO THE CUCAMONGA COUNTY WATER DISTRICT PRIOR TO FINAL CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ��� �F'I C.Q ACCEPTANCE OF ANY SYSTEM. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF ti Q� ti i 1-800-422-4133 THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS N �J' �- a APPROVED FIRE PROTECTION DISTRICT 23. APPROVAL OF THESE PLANS BY THE CUCAMONGA COUNTY WATER DISTRICT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING C) No. 20596 r2n-' AT LEAST TWO DRAYS DATE DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OR EXISTENCE HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER d Exp. 9-30-05 OF ANY EXISTING UNDERGROUND FACILITIES, WHETHER OR NOT SAID AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN * * BEFORE YOU DIG FACILITIES ARE SHOWN ON THESE PLANS. CONNECTION WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE `l' CIVIL- �P NEGLIGENCE OF THE OWNER OR ENGINEER. GI <' CALF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA K�/t� 1-�•�.J F RANCHO CUCAMONGA FIRE DISTRICT BENCH MARK PLANS P AIRED UNDER RVISION OF DATE AP OVEJa �- (� -C3 DESIGNED BY DRAWN BY CHECKED BY DRAWING No. CITY OF RANCHO CUCAMONGA MORSE 17te350 hillAw. 4-0 AMONGA COUNTY WATER DISTRICT BENCHMARK NO. 10051, ELEV.: 1300.686 . Suite 350 BY _ R.C. D. L. C.C.W.D./RS SET 2" BRASS DISK IN CONC. CURB _ D O K I C H Irvine, CA 92614ASSISTANT GENERAL MANAGER/C00 WATER IMPROVEMENT PLAN FOR 005- W0(P-t STAMPED "CITY OF RANCHO CUCAMONGA BM STA LE C. MORSE Voice: 949-251-8821 VICTORIA GARDENS LANE Q 10051 198r AT THE NORTHWEST CORNER OF CUCAMONGA COUNTY WATER DISTRICT SCALE ATLAS NO. WORK ORDER Q BASE LINE ROAD AND SWANSON PLACE 0.25 � . S C H U Lt z FAX: 949-251-0516 N0. ENGINEERING DEPARTMENT MILES WEST OF EnWANDACRTC AVENUE, AT 10440 ASHFORD ST. , CUCAMONGA, CA. 91730 AS SHOWN 2311 2312 DP 5821 C Y FACUTES DISTRICT 2003-8 SOUTHERLY END OF CATCH BASIN 2 FT. NORTH 2' Z? •(/ 3 20596 PLANNERS ENG 1 N E E R S SURVEYORS SHT. 1 OF 3 REV. DESCRIPTION DATE PP'D OF CURB RETURN. DATE R.C.E. (909) 987-2591 C/)� ` 1664/INS!CF[)2AiWA10I 2-27-0 DAY CREEK BOULEVARD 'A' STREET SEE WATER PLANS CFD 2001-018 (F'RNATE) SH4AZ .. 146 61 47' 25' ' 6 55' Nk X 36' 24' SCALE 1"=40' } , E i v �?• �o �.`�, �, x X R'?' >.o �► , j! Q o ti 61 ���E 5774 jj11 Et�T VICTORIA GARDENS LANE SCALE 1"=40' j to L TOLL FREE 00-422-4133 EAST TWO DAYS ULt ORE YOU DIG UNDERGROUND SERVICE ALERT OF S6UTHERN CALIFORNIA Q�OF ESS /p�q C. �c^ 20596 r^ m kE.)_,_, 9-30-05CIVIL ���F Ar CAL� VIC TORIA GARDENS LANE "X)'•16 /�, 9X? o jr �` 1s .9 I �6' f• h S4'o8 'yy 3r "s ��tiry GyGy�r• a - - - - - - — - -- --- CURVE TABLE t — # A R L T A 23054'19' 879.00' 366.74' 186.08' B MT N 1782,00' 732.70' 371.60' C 6022'26' 178.00' 19.80' ATLAS N0. WORK ORDER NO. DP 5821 Q 4 ------_- CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST., CUCAMONGA, CA. 91730 (909) 987-2591 Q 2311 2312 co DESCRIPTION DATE PP'D r' M $8 o 8 NN N N Q�OF ESS /p�q C. �c^ 20596 r^ m kE.)_,_, 9-30-05CIVIL ���F Ar CAL� VIC TORIA GARDENS LANE "X)'•16 /�, 9X? o jr �` 1s .9 I �6' f• h S4'o8 'yy 3r "s ��tiry GyGy�r• a i& ry� o VnVA0000, CONSTRUCTION NOTES : ® INSTALL 8"-10 GAGE CML do C WATER MAIN. 41 INSTALL 8' RESILIENT WEDGE GATE VALVE PER STD. DWG. NOA 4© INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 4© TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 4© WELD CAP O TEMPORARY END OF UNE ® INSTALL 12' X 11 1/4! FLANGED ELBOW ® INSTALL 12• X C FLANGED TEE 49 REMOVE EXIST. WELD CAP do JOIN ® INSTALL 12' RESILIENT GATE VALVE PER STD. DWG. NO. 4 51 INSTALL 12• X 12" TEE © INSTALL 17'-10 GAGE CML do C WATER MAIN 5© INSTALL 12' X T FLANGED TEE U - - - - - - — - -- --- CURVE TABLE t — # A R L T A 23054'19' 879.00' 366.74' 186.08' B 23°33'30' 1782,00' 732.70' 371.60' C 6022'26' 178.00' 19.80' ATLAS N0. i& ry� o VnVA0000, CONSTRUCTION NOTES : ® INSTALL 8"-10 GAGE CML do C WATER MAIN. 41 INSTALL 8' RESILIENT WEDGE GATE VALVE PER STD. DWG. NOA 4© INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 4© TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 4© WELD CAP O TEMPORARY END OF UNE ® INSTALL 12' X 11 1/4! FLANGED ELBOW ® INSTALL 12• X C FLANGED TEE 49 REMOVE EXIST. WELD CAP do JOIN ® INSTALL 12' RESILIENT GATE VALVE PER STD. DWG. NO. 4 51 INSTALL 12• X 12" TEE © INSTALL 17'-10 GAGE CML do C WATER MAIN 5© INSTALL 12' X T FLANGED TEE U - - - - - - — - -- --- t — BENCH AARK CIN OF RANCHO CUCAM ONGA BENCHMARK NO. 10051, 1EV.: '300,i86 SET 2" BRATS DISK IN CONC. CURB STAMPED "CTY OF RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FT. NORTH OF CURB RETURN. PLANS ARED UNDER P RVISION OF SIANLE C. MORSE DATE R.C.E. 20596 M o It s c 17320 Redhill Ave. Suite 350 . D O K I C H Irvine, CA 92614 Voice:949-251.8821 s C H u L T z FAX: 949-251-0516 P L A N N E R S ENGINEERS a I N E E R S SURVEYORS /�22 DATE APPROVED_, __ 3-1Q�X! __ ___ ___ l BY _ _ ASSISTANT GENERAL MANAGER coo DESIGNED BY R.C. DRAWN BY D.L. CHECKED BY C.C.W.D./RS OCAMONGA— COUNTY WATER DiSTRICT WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS LANE Y FAC�ITES DISTRICT 2003-8 DRAWING No. 003- 111100 -2 SHT. 2 OF 3 SCALE AS SHOWN ATLAS N0. WORK ORDER NO. DP 5821 Q ------_- CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST., CUCAMONGA, CA. 91730 (909) 987-2591 Q 2311 2312 REV. DESCRIPTION DATE PP'D ����O i ��, �� �� 466 IMf L CFU WAT02 2-27-0: REV. ' NOTE: IN THE EVENT THAT THE PERMIT TO GRADE WITHIN • THE JURISDICTIONAL STREAM BED IS NOT OBTAINED ` ' IN A TIMELY MANNER, THEN ALTERNATE ALIGNMENT do CONSTRUCTION PROCEDURES PER INSERT 'A* HERE ON 0 RIGHT r✓� `- `` •' ,- N tvco _4.ice 2 mw/0000� Cy CV UR,BCD J? M 4 �0xg _. S + + Ar 130 1. TCNTA T1VEPARCEL MAP NO. 15716�' _..__ . �. _ _ s �. K -- J � , op r 1 '1 f N oV y Ak - w _ PL CFI)4, ,A kff �6�'EXISTING PROTECT PLACE .. _ _ .. f - - , k�,� •� N i' �('� � 4s- ' . �o L=314.76' w ' SCALE 1 40' _ nm 10 rR _ + CONSTRUCTION NOTES ® INSTALL g'-10 GAGE CML & C WATER MAIN. 41 INSTALL 8" RESILIENT WEDGE GATE VALVE PER STD. DWG. NO.4 0 INSTALL FIRE HYDRANT ASSEMBLY PER STD. DWG. NO. 3 4© TACK WELD ALL JOINTS 80' BACK FROM ALL ELBOWS, BLOWOFF, AND THROUGHOUT CURVES PER STD. DWG. NO. 9 O BORE do CASE 17' WATER UNDER JURISDICTIONAL STREAM BED USING 24" STEEL CASING PER C.C.W.D. STD. NO. 10 4© WELD CAP 0 TEMPORARY END OF LINE ® INSTALL 17' -11 1 /4 FLANGED ELBOW SCALE 1"=40' v ® INSTALL 12" X G' FLANGED TEE 49 REMOVE EXIST. WELD CAP & JOIN ® INSTALL 12" RESILIENT GATE VALVE PER STD. DWG. NO. 4 51 INSTALL 12' X 12" FLANGED TEE ® INSTALL 12'-10 GAGE CML do C WATER MAIN © INSTALL l f X T FLANGED TEE © HOT TAP TO EXISTING 3(r WATER PER STD. DWG. NO. 11A MOI 7WA#V STREET 60, VICTORIA GARDENS LANE #h CMPil STREET 44 N (PUBX) 131'_ INSERT "A" 72' S9' _ 36 24 c�Q � •� x0>� 19' 17' ~��� Q�e x ` ► ,Ox 1'>,9 PWA TF' STREET ��yG�c o ti s E 'TRA CST 16373 \� � � � ,l �'/ Si'2n11 iP /t ?0 (1 /l2 n n n/r�2n Nc ��_ -- _ _ �_ �.,,_ Q � ??¢ SDA � �?• �c� �. v O 'polo x 0 a° C) 4 W 471.89' W �I z5�ss ' X-ING W/SD 2.1't CLR. Q 1229.5 INV - 12' W ' 1227.4 TOP • 1224.9 o zrl*RCP G� ,�g'S' �j► ov. -low low Q 1ti�~ti061k � L TOLL FREE 00-422-4133 EAST TIMO DAYS t$LV VKt YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 00 I M O R S E : � Ar Suite 350 jr D O K I C H Irvine, CA 92614 L T Voice: 949-251-8821 23°33'30' W z �g FAX: 949-251-0516 x N 371.60' '1-4+ P L A N N E R S -U-) M BENCH MARK CITY OF RANCHO CUCAMONGA BENCHMARK NO. 10051, ELEV.: 1300.686 SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10051 198r AT THE NORTHWEST CORNER OF BASE LINE ROAD AND SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVENUE, AT SOUTHERLY END OF CATCH BASIN 2 FL NORTH DESCRIPTION DATEAPP' D OF CURB RETURN. w � 1 W V� N yy Cl J !� N M �' Q �'• X W 'p W W �► M h N d i�X'ir R r- ''' hg � 4" 48 4 4 N.A.P. y ti W ��\ �pf ESS/0, Q � 8 ���o ���`( C. rn �, No. 20596 r^ m \I oc* Exp. 9-30-05 CIVIL. 9TF OF CALIF rUU #UmZ c�ommV tM=l#AL PLANS PR@PARED UNDER SUPERVISION OF STAV C. MORSE DATE - 70 R.C.E. 20596 VICTORIA GARDENS LANE �r x r; p i 8 + W m# i y _ � g N N k +•� s TRA CT 16372 + g , � 4 M O R S E 17320 Redhill Ave. TABLE Suite 350 D O K I C H Irvine, CA 92614 L T Voice: 949-251-8821 23°33'30' _ S C H U L T i FAX: 949-251-0516 732.70' 371.60' B P L A N N E R S ENGINEERS SURVEYORS �r x r; p i 8 + W m# i y _ � g N N k +•� s TRA CT 16372 + g , � 4 DATE APPROED 3-lfl'C�j BY ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST., CUCAMONGA, CA. 91730 (909) 987-2591 DESIGNED BY R.C. SCALE AS SHOWN DRAWN BY CHECKED BY D.L. C.C.W.D./RS ATLAS NO. WORK ORDER N0. 2311 2312 DP 5821 40AMONGA COUNTY WATER DISTRICT WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS LANE /�N�I �YTV GAN ITCQ NQT�Il�T /fM�] e DRAWING No. 003- W OCc--3 COSY F?%%-4LJ 1 S DISTRICT 2003-8 SHT• 3 of 3 I 46604; IMPLANS%CF G2A i WATO' WAT03 2 26 03 CURVE TABLE # A R L T A 23°33'30' 1782.00' 732.70' 371.60' B 33049'30' 879.00' 518.93' 267.27' C 5°55'52' 879.00' 90.99' 45:54' D 5°54'26' 810.00' 1 83.51' 1 41.79' DATE APPROED 3-lfl'C�j BY ASSISTANT GENERAL MANAGER/C00 CUCAMONGA COUNTY WATER DISTRICT ENGINEERING DEPARTMENT 10440 ASHFORD ST., CUCAMONGA, CA. 91730 (909) 987-2591 DESIGNED BY R.C. SCALE AS SHOWN DRAWN BY CHECKED BY D.L. C.C.W.D./RS ATLAS NO. WORK ORDER N0. 2311 2312 DP 5821 40AMONGA COUNTY WATER DISTRICT WATER IMPROVEMENT PLAN FOR VICTORIA GARDENS LANE /�N�I �YTV GAN ITCQ NQT�Il�T /fM�] e DRAWING No. 003- W OCc--3 COSY F?%%-4LJ 1 S DISTRICT 2003-8 SHT• 3 of 3 I 46604; IMPLANS%CF G2A i WATO' WAT03 2 26 03