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Home My WebLink About2464-D1 THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL, PLACEMENT, AND COMPACTION OF SOIL AND PAVEMENT OVER AND ADJACENT TO THE MWD PIPELINE MUST BE SUBMITTED FOR MWD REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON THE MWD PIPELINE. PLEASE NOTE THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT THE MWD PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS, NO VIBRATORY EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 25 FEET OF THE CENTERLINE OF THE MWID PIPELINE. 2. VEHICLES THAT IMPOSE A LOAD NO GREATER THAN THAT IMPOSED BY AN AASHTO H-20 VEHICLE MAY BE USED WHEN THE COVER IS BETWEEN 4 AND 9 FEET. WHEN THE COVER IS LESS THAN 4 FEET, THE FOLLOWING LOADDING RESTRICTIONS WILL APPLY DURING CONSTRUCTION: • IF THE COVER ABOVE THE RCB IS BETWEEN 3 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF AN AASH TO H-110 LOADING. • IF THE COVER IS BETWEEN 2 AND 3 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES 'LOADS NO GREATER THAN THAT OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS, • WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY BE USED. 3. NOTIFY JESSE FRANCO OF OUR WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 392-7184 (MONDAY THROUGH THURSDAY), AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 4u 4, ioli it R=3" HYDROPHtLIC C L WATERS TOP PROP. JUNCTION ALL AROUND STRUCTURE (SEE NOTE 3) '--SAWCUT LINE & BREAKOUT LIMITS EXIST. RCB WALL SECTION A NOT TO SCALE EDISON Wu, AT R tD. T CA 91730 0 �LREME - 0,4wy DOMS g LOW TAR r & A LEGEND BETTER THAN THE NATIVE MATERIAL. RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO CONISTRUCTION NOTES 4. A PER' IT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA M PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR OR USES OF THESE PLANS, THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE' RECOMMENDED 12, CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ALL THEIR OWN QUANTITIES AN'D BID A COMPLETE JOB. L E: EC R/W .................... RIGHT-OF-WAY. NOTE& THE GAS COMPANY SOUTHEF BOTTOM - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED : D RATE :" OCCUPATIONAL SAFETY AND HEALTH'REGULATIONSOF THE U.S. 1981 W. LUGONIA AVENUE PHONE STD _ .......... FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. CITY ACCEPTANCE OFFPLANS DOES NOT RELIEVE THE DEVELOPER REDLANDS, CA 92374 TEL. ......... CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIDS TO GRADE TYP ............ DEPARTMENT OF INDUSTRIAL RELATIONS' SAFETY 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN AFTER INAL PAVING HAS BEEN INSTALL: E PHONE DRAWING CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST RECYCLED WATER INV - ....... DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH POINTS WITHIN 0,01 FOOT OF SUBGRADE ELEVATION AND AT NOT MORE THAN OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL at REMOVE EXIST. PRIVATE 54" STORM DRAIN TO JOINT CLOSEST TO JUNCTION STRUCTURE REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE TELEPHONE 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED By BE PROMPTLY SUBMITTED TO THE CITY ENGINEER, FOR REVIEW. LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CON!SID RED AS 1: ;CLU:DED STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' FRONRER CUICAMOI CITY ENGINEER, AS NEEDED, AT WARPED OR VERTICAL CURVE AREAS. IN THE OTHER ITEMS OF WORK. "CONSTRUCTION SAFETY ORDERS"'. CONTRACTOR FURTHER AGREES AND CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2 ................. ...... ... ........ .......... 1 EA W T EXISTING WATER Caffornia Board of Civil Engineers 9 Land Surveyors POMONA, CA 91766 INSTALL PRIVATE 24" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) ....... .......... .................................. 5 LF 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, PHONE (909) 469-6346 PHONE EXISTING TELEPHONE SHALL BE CONSTRUCTED AT EACH INTERSECTION. OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 15� INSTALL PRIVATE 30" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS)-, ............. ........... ................. 3 LF GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE D104 INSTALL PRIVATE 54" RCP (D -LOAD AND PROFILE AS SHOWN ON PLANS) .................. .............. ...... ........ _.. 1,442 LF COMPACTING ORIGINAL GROUND AND ALL SUBGRADES SHALL BE PERFORMED RESPONSIBILITY FOR JOB SIITE CONDITIONS DURING THE COURSE OF U57 CONSTRUCT MANHOLNO. 2 PER CITY OF RANCHO CUCAMONGA STD. 31....... ........................... E 2 EA AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL 16, . PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE U59 CONSTRUCT MANHOLE NO, 4 PER CITY OF RANCHO CUCAMONGA STD. 321 ........ ....... ........ ...... 1 EA 5 fN,1. FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR MADE -10 APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER CLEANED UPON REQUEST OF THE INSPECTOR. CONSTRUCT JUNCTION STRUCTURE NO, 1 PER CITY OF RANCHO CUCAMONGA STD. 330 SURFACING. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL (2)f5 8A RS Z F (40 rZF IVO 7 F 4) AND DETAIL ON SHEET T .............. ......... ............. ............... ...... ...................... .................... ........... ......................... I EA 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED HARMLESS FROM ANY AND ALL LIABI: iTY, REAL OR ALLEGED, IN CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 ............. .......... 1 EA TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF U68 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329 ............. .............................. I EA DESIGN PROFESSIONAL. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE CONSTRUCT PIPE BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2 ........... ....................... .................... ........... 2 EA SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS PRIVATE ENG,1NE::ER:S �NOTI:CE TO SLURRY FILL EXIST. 54" RCP STORM DRAIN ..... ........... ...... .......... ..................... ....................................... ....... ............ _1,273 LF C0: M PLETED TO 'VERIFY: R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT COIINT'RACTO:RS OF AGGREGATE BASE. D082 REMOVE AND DISPOSE EXIST. STORM DRAIN MANHOLE . ..................... __ ......... ......... _ ........... ........ ___ ...... . 3 EA THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND ;E PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED U83 REMOVE EXIST. 54" RCP STORM DRAIN........ ...... ......... .............. .................... 1-1 ............ ............ I ....... ..... 25 LF PAVEMENT TESTS TAKEN -10 DETERMINE STRUCTURAL SECTIONS. BY A SEARCH 0: AVAILAB: E RECORDS. TO THE BEST OF OUR F (D 56 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLED.. ..... .......... ............... ........ EA 3 KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH CONSISTS ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REMOVING PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ALL ROCKS WHICH PROTRUDE ABOVE THE SUBGRADE, AND ALL VOIDS OR AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING 1 THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL, PLACEMENT, AND COMPACTION OF SOIL AND PAVEMENT OVER AND ADJACENT TO THE MWD PIPELINE MUST BE SUBMITTED FOR MWD REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON THE MWD PIPELINE. PLEASE NOTE THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT THE MWD PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS, NO VIBRATORY EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 25 FEET OF THE CENTERLINE OF THE MWID PIPELINE. 2. VEHICLES THAT IMPOSE A LOAD NO GREATER THAN THAT IMPOSED BY AN AASHTO H-20 VEHICLE MAY BE USED WHEN THE COVER IS BETWEEN 4 AND 9 FEET. WHEN THE COVER IS LESS THAN 4 FEET, THE FOLLOWING LOADDING RESTRICTIONS WILL APPLY DURING CONSTRUCTION: • IF THE COVER ABOVE THE RCB IS BETWEEN 3 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF AN AASH TO H-110 LOADING. • IF THE COVER IS BETWEEN 2 AND 3 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES 'LOADS NO GREATER THAN THAT OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS, • WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY BE USED. 3. NOTIFY JESSE FRANCO OF OUR WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 392-7184 (MONDAY THROUGH THURSDAY), AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 4u 4, ioli it R=3" HYDROPHtLIC C L WATERS TOP PROP. JUNCTION ALL AROUND STRUCTURE (SEE NOTE 3) '--SAWCUT LINE & BREAKOUT LIMITS EXIST. RCB WALL SECTION A NOT TO SCALE EDISON Wu, AT R tD. T CA 91730 0 �LREME - 0,4wy DOMS g LOW TAR r & A LEGEND BETTER THAN THE NATIVE MATERIAL. ORK SHOWN 01N OR RELATED TO THESE PLANS SHALL CONDUCT NO, 67514 PROPOSED R/W THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A LOT LINE RECOMMENDED 12, IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUBGRADE, A SOILS SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, ALL GAS L E: EC R/W .................... STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. CONTRACTORS: AND SUBCONTRACTORS ACTORS SHALL COMPLY WITH THE " THE GAS COMPANY SOUTHEF BOTTOM - SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED : D RATE :" OCCUPATIONAL SAFETY AND HEALTH'REGULATIONSOF THE U.S. 1981 W. LUGONIA AVENUE PHONE STD _ .......... FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA "CONSTRUCTION REDLANDS, CA 92374 TEL. ......... TELEPHONE TYP ............ DEPARTMENT OF INDUSTRIAL RELATIONS' SAFETY PHONE (909) 335-7836 RANCHO 13, ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN PROPOSED PHONE DRAWING CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN ANY WAY FOR THE CONTRACTORS' AND SU18 CON TRACTORS' RW .................... RECYCLED WATER INV - ....... DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH UTILITY CVWD . ........ ....... CUCAMONGA VALLEY ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE TELEPHONE SEW LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CON!SID RED AS 1: ;CLU:DED STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' FRONRER CUICAMOI PROPOSED STORM DRAIN IN THE OTHER ITEMS OF WORK. "CONSTRUCTION SAFETY ORDERS"'. CONTRACTOR FURTHER AGREES 1400 E. PHILIPS BLVD. EXISTIN1 IG SEWER W T EXISTING WATER THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY POMONA, CA 91766 RANCHO 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION PHONE (909) 469-6346 PHONE EXISTING TELEPHONE SHALL BE CONSTRUCTED AT EACH INTERSECTION. OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND EXISTING ELECTRICAL ----------- 15� E CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT : REVISIONS DURING CONSTRUCTION, UPON REQUEST, THE REQUIRED PLAN THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. OWNER AND THE ENG,IN:EER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 16, WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR 8"W mfiv r. H (SEE NOW 2) HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE ENGINEER. 5 fN,1. F CLEANED UPON REQUEST OF THE INSPECTOR. JU BARS EF (5EF NOW 4) 17. CONTACT ALL UTILITY COMPANIES, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION, (2)f5 8A RS Z F (40 rZF IVO 7 F 4) 1 THE PROCEDURES AND THE SPECIFICATIONS OF ALL CONSTRUCTION EQUIPMENT TO BE USED FOR THE REMOVAL, PLACEMENT, AND COMPACTION OF SOIL AND PAVEMENT OVER AND ADJACENT TO THE MWD PIPELINE MUST BE SUBMITTED FOR MWD REVIEW AND WRITTEN APPROVAL AT LEAST 30 DAYS PRIOR TO THEIR USE. THE PROCEDURES MUST BE SUCH THAT EXCESSIVE UNBALANCED LOADS ARE NOT IMPOSED ON THE MWD PIPELINE. PLEASE NOTE THAT MWD CANNOT ALLOW ANY PROCEDURES THAT COULD SUBJECT THE MWD PIPE TO EXCESSIVE IMPACTS OR VIBRATORY LOADS, NO VIBRATORY EQUIPMENT IN VIBRATORY MODE MUST BE USED WITHIN 25 FEET OF THE CENTERLINE OF THE MWID PIPELINE. 2. VEHICLES THAT IMPOSE A LOAD NO GREATER THAN THAT IMPOSED BY AN AASHTO H-20 VEHICLE MAY BE USED WHEN THE COVER IS BETWEEN 4 AND 9 FEET. WHEN THE COVER IS LESS THAN 4 FEET, THE FOLLOWING LOADDING RESTRICTIONS WILL APPLY DURING CONSTRUCTION: • IF THE COVER ABOVE THE RCB IS BETWEEN 3 AND 4 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES LOADS NO GREATER THAN THAT OF AN AASH TO H-110 LOADING. • IF THE COVER IS BETWEEN 2 AND 3 FEET, EQUIPMENT MUST BE RESTRICTED TO THAT WHICH IMPOSES 'LOADS NO GREATER THAN THAT OF A TRACK -TYPE TRACTOR WEIGHING A MAXIMUM OF 12,000 POUNDS, • WHEN THE COVER IS LESS THAN 2 FEET, ONLY HAND EQUIPMENT MAY BE USED. 3. NOTIFY JESSE FRANCO OF OUR WATER SYSTEM OPERATIONS GROUP, TELEPHONE (909) 392-7184 (MONDAY THROUGH THURSDAY), AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF MWD FACILITIES. 4u 4, ioli it R=3" HYDROPHtLIC C L WATERS TOP PROP. JUNCTION ALL AROUND STRUCTURE (SEE NOTE 3) '--SAWCUT LINE & BREAKOUT LIMITS EXIST. RCB WALL SECTION A NOT TO SCALE EDISON Wu, AT R tD. T CA 91730 0 �LREME - 0,4wy DOMS g LOW TAR r & A LEGEND , EXISTING R/W NO, 67514 PROPOSED R/W - — — — — — - LOT LINE RECOMMENDED CENTER LINE FIRE I: E HYDRANT ................ PROPERTY LINE R/W .................... RIGHT OF WAY ............. CENTERLINE BOT. ........ BOTTOM SD .......... STORM DRAIN w. SMH ................. SEWER MANHOLE STD _ .......... STANDARD SEW _ ........ SEWER TEL. ......... TELEPHONE TYP ............ TYPI CAL, IMP. .................... IMPROVEMENT P. 1. P. . ........ - PROTECT IN PLACE PRGP._.............. PROPOSED DWG .................. DRAWING EXIST .. ........ _ ........ EXISTING RW .................... RECYCLED WATER INV - ....... INVERT OF PIPE U T ...... UTILITY CVWD . ........ ....... CUCAMONGA VALLEY WATER DISTRICT S P P W C. ....... STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION W ................. WATER PROPOSED STORM DRAIN S EXISTIN1 IG SEWER W T EXISTING WATER M. R ------__.EXISTING RECYCLED WATER EXISTING STORM DRAIN EXISTING GAS G— EXISTING TELEPHONE EXISTING ELECTRICAL ----------- EASEMENT REV DESCRIPTION BENCH MARK RANCHO CUCAMONGA BENCH MARK 100,10 ELEVATION -10165=641' FD 2"BRASS DISK IN SWLY LEG OF SCE TOWER N10.15 STAMPED "SBC SURVEYOR BM 1.22" 0.3 MILES NORTH OF KITH STREET, 100 FT EAST OF CL OF ETIWANDA AVE. . ...... . ....... Huitt-ZoNare, Im. 3990 CONCOURS * SUITE Z FAHD [E (909) 941-7 111110 E 61 01 OF DRAN LDHE� A DATE 111117-01-1 , R.C.E, NO, 67514 RECOMMENDED Ontario SHEET GAUFORNIA 51764 941-7789 3 OF DRAWING NO L DATE 2464—D DI AL BEFOR YOU D 18 19 20 21 22 PROPERT( LINE----�' -y 2 ? lF 7 Y C14 PrI 9 L 4 C-4 CLQLINE AI� D14 2 6 A -- — — — — — — — — — — — — — — — — — — — — — — -- 20 21 fk 22 (--) — — — — — — — — — — — — — — — ----- — — — — — — — PROP. 20' STORM DRAIN EASEMENT PROP- 8" SEWER --------- SEE CVWD SEWER PLANS 15 1 Pi + , Hr, \ I I 1 7-7-1 it I i I it d! L 4 < < "< W'U t ZO IX 1+QZ37 LAT. A-2 43 15 i cc DEG. PIPE, 1162.24 INV'I. z w Q1 Of < 'A cl 'j-57 LAT 24+ Z: EE PROFILENI CL I' u EREON m it Lo AT Li U n -�—�XIST, 20 SID EA EMENI _s, 1+07.�7 LAT, A-2 I �bo D81 TO BE QUI D @�EFNO PIPE _11%2:84 INVC z Is 's x s — 7 D5 _ YDI 1 XIST. M -(1183,20 RIM) EXIiS EASEMENT'' (11610.90 INV) D 8 �93 uE, ED TO BE QUITCLAIM GRAPRIC SCALE - mll 24 25 Dc, �JU 0 1468—D APPROVED BYA X DESCRIPTION CITY ENGINEMiR. C. E. No, 67514 BENG H1 MARK k1l r) RECOMMENVED RANCHO CU AMONGA BENCH MARK 10010 C ADRAWN ELEVAITON�-1065,641' SKEE T FD 2"BRASS DISK IN SWLY LEG OF SCE TO%l NO.15 1190 CONi Wilt bNTARIO, CALIFORNIA 91764 PMONE (909) qgi FAX (909) 9,0-7789 3 0 F 3 I STAMPED "SBC SURVEY0 BM 1-22" O3 MI LES N RTH im Or 4TH STRIEITI 100 FTEAST OF CLOF ETIWANIDA AVE. DATE p"t TOTAL LENGTH 2 CONSTRUCTION NOTES 007 � INSTALL PRIVATE 24" RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) INSTALL PRIVATE 54" RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329 CONSTRUCT PIPE BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2 SLURRY FILL EXIST. 54" RCP STORM DRAIN REMOVE AND DISPOSE EXIST. STORM DRAIN MANHOLE REMOVE EXIST. 54" RCP STORM DRAIN (L83 D126 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLEI VERTICAL: 1"—,L' NDI-7nKITAI , 1"-A Dc, �W 0 1468—D TOTAL LENGTH 2 CONSTRUCTION NOTES 007 � INSTALL PRIVATE 24" RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) INSTALL PRIVATE 54" RCP (D—LOAD AND PROFILE AS SHOWN ON PLANS) CONSTRUCT MANHOLE NO. 2 PER CITY OF RANCHO CUCAMONGA STD. 319 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY OF RANCHO CUCAMONGA STD. 333 CONSTRUCT CONCRETE COLLAR PER CITY OF RANCHO CUCAMONGA STD. 329 CONSTRUCT PIPE BRICK AND MORTAR PLUG PER DETAIL ON SHEET 2 SLURRY FILL EXIST. 54" RCP STORM DRAIN REMOVE AND DISPOSE EXIST. STORM DRAIN MANHOLE REMOVE EXIST. 54" RCP STORM DRAIN (L83 D126 ADJUST MANHOLE RIM TO GRADE AFTER FINAL SURFACE HAS BEEN INSTALLEI VERTICAL: 1"—,L' NDI-7nKITAI , 1"-A APPROVED BYA DESCRIPTION CITY ENGINEMiR. C. E. No, 67514 BENG H1 MARK k1l r) RECOMMENVED RANCHO CU AMONGA BENCH MARK 10010 C ADRAWN ELEVAITON�-1065,641' SKEE T FD 2"BRASS DISK IN SWLY LEG OF SCE TO%l NO.15 1190 CONi Wilt bNTARIO, CALIFORNIA 91764 PMONE (909) qgi FAX (909) 9,0-7789 3 0 F 3 I STAMPED "SBC SURVEY0 BM 1-22" O3 MI LES N RTH im Or 4TH STRIEITI 100 FTEAST OF CLOF ETIWANIDA AVE. DATE p"t