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HomeMy WebLinkAbout1769 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA F-!-- -A I hi ' PRIVATE ENGINEERS NOTICE TO CONTRACTOR STANDARD DRAWINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC 1. UNDERGROUND UTILITIES AND STRUCTURE ARE SHOWN AS WORKS CONSTRUCTION, (GREEN BOOK, 1994 EDITION AND INCLUDING REPORTED BY OWNER OR OTHERS. THEY ARE APPROXIMATE IN THE 1995 SUPPLEMENT) AND ALSO AS AMENDED IN THE SPECIAL i R- w 1SIZE LOCATION AND XT NT p POVISIONS OF THE PROJECT SPECIFICATIONS. A, FFIC ' E E-•,}.. 2. THE CONTRACTOR SHALL PRIOR TO STARTING CONSTRUCTION 2. THE STANDARD UNCOVER ALL UTILITIES THAT HE MAY BE CROSSING, OR SHALL BE CONSIDERED NA PART OF DTTHE WCONTRACT INGS AS I DRAWINGS AND PARALLELING TO VERIFY BOTH HORIZONTAL AND VERTICAL SHALL BE ON THE JOB SITE AT THE TIME OF CONSTRUCTION. ..e LOCATIONS. ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL_ ATY I R I RO A OTHERWISE THE CONTRACTOR ASSUMES SOLE AND COMPLETE FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBILITY FOR ANY COST OF REPLACEMENT, RELOCATION, RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR ADDITIONAL COST OF CONSTRUCTION RELATED TO U7TLITY RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WETHER A �,.. -..�.. ._ -_ .- OR NOT SUCH FACILITIES RE SHOWN ON THESE PLANS. --� - -: � _ CONFLICTS. r Ni IMP � OV `` F ' � - AS - 11 3. THE CONTRACTOR AGREES THAT, IN ACCORDANCE 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHOAND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CUCAMONGA RIGHT-OF-WAY. FROM 350' S/O EIGHTH STREET TO MAIN STREET THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS 5. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LEAST 48 HOURS PRIOR TO THE START OF ANY IN THE BE LIMITED TO NORMAL WORKING HOURS AND CONSTRUCTION CONSTRUCTION FOR SCHEDULING CONSTRUCTION STAKING. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE C - C C 0 WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE WORK AREA PROTECTION AND TRAFFIC CONTROL MANUAL PUBLISHED BY �° -- v SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE CALIFORNIA JOINT UTILITY TRAFFIC CONTROL COMMITTEE LATEST EDITION, AND THE SPECIAL PROVISIONS AND THE PLANS HEREIN. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL 31. THE CONTRACTOR WILL NOTIFY THE R.C.P.D., OF THE ENGINEER. GENERAL NOTES (CONT'D) THE FOOTHILL FIRE DISTRICT AND ANY AFFECTED SCHOOL DISTRICT, 72 HOURS PRIOR TO CONSTRUCTION TO INDICATE 7. PRIOR TO PERFORMING ANY EXCAVATION ON THIS PROJECT, THE 19. REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION ANY DETOURS AND/OR ROAD CLOSURES. CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY REPORT PREPARED BY NMG GEOTECHNICAL, INC. (949)442-2442, ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM DATE MARCH 6, 2000, ON FILE IN THE OFFICE OF THE CITY ENGINEER. TO THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (SEE GENERAL NOTE NO.8) DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE 20. THE CONTRACTOR SHALL REMOVE ALL WATER MAIN P.C.C. THRUST DIVISION OF INDUSTRIAL SAFETY, THEN SHORING CALCULATIONS BLOCKS THAT INTERFERE WITH CONSTRUCTION AND REPLACE AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED SAME PER CUCAMONGA COUNTY WATER DISTRICT STANDARDS AT NO CIVIL ENGINEER. COST TO THE CITY. 8. SOIL BORING LOGS IN THE GEOTECHNICAL INVESTIGATION REPORT 21. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR o Q Q BY NMG DATED 3-6-00 ARE MADE AVAILABLE FOR THE CONTRACTOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR J 1 FOOTHILL BLVD. FOR SUCH USE AS HE MAY CHOOSE TO MAKE OF THEM IN THE SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION LT c z '' Y LEGEND OF ABBREVIATIONS AND SYMBOLS PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK W NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORINGS REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN Q T i ARROW ROUTE REPRESENT A TRUE AND COMPLETE CROSS SECTION OF ALL THE THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED AB AGGREGATE BASE RET. WALL RETAINING WALL MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION IN THE OTHER ITEMS OF WORK. MAIN ST w AC ASPHALTIC CONCRETE RR RAILROAD AND EARTHWORK ON THIS PROJECT. (SEE GENERAL NOTE N0.19) t 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR - -BTN STREET BEG BEGIN TC TOP OF CURB 9. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND �" s OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST w BRVC BEG. REVERSE VERT. CURVE TOF TOP OF FOOTING CONTRACTOR UNLESS OTHERWISE NOTED. ALL PIPELINES OR PROJECT- ETH STREET SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED -- - - - BVC BEGIN VERTICAL CURVE TOG TOP OF GRATE WATER METERS, VALVES, TO THE CITY ENGINEER FOR APPROVAL. LOCATION WATER / TYP. TYPICAL FIRE HYDRANTS ETC. SHOWN OR NOT �s 1 SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN 4TH STREET CAB CRUSHED AGGREGATE BASE 23. WORK SITE INCLUDING THE STREET SHALL BE MAINTAINED IN ___�__ VAC VACUUM ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CAP CORRUGATED ALUMINUM PIPE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CB CATCH BASIN 123.5 EXISTING SPOT ELEVATION REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. INSPECTOR. w IF SHOWN REFLECT AVAILABLE 24. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL C N G CURB AND GUTTER 10. PRIVATE AND PUBLIC UTILITIES, V RECORD DATA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING CONTRACTOR), IN ACCORDANCE WITH THE CONIC. CONSTRUCT 5" AC ON 6" CAB . CONCRETE i LOCATING ALL LINES AFFECTING THE PROJECT WORK AND FOR ANY PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA CLF CHAIN LINK FENCE CONSTRUCT CONCRETE IMPROVEMENTS DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND LOCATION MAP CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE CY CUBIC YARDS UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. TIME THIS CONTRACT IS AWARDED. NTS DA DRIVEWAY APPROACH �- 100 EXIST. CONTOUR 11. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTINGD/W DRIVEWAY ------- PROPERTY LINE OR RIGHT-OF-WAY LINE (R/W) 25. WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH ERVC END OF REVERSE VERT. CURVE -v-v- DAYLIGHT LINE THE CONTRACTOR SHALL FIELD LOCATE LATERALS. L.A.C.F.C.D. STD. NO. 2-D 173.1, 2, 3, UNLESS OTHERWISE INDICATED. ELEV. ELEVATION R=2% FLOW RATE 12. PRIOR TO DELIVERY OF REINFORCED CONCRETE PIPE TO THE EP EDGE OF PAVEMENT TOP OF SLOPE PROJECT SITE, THE CONTRACTOR SHALL ARRANGE FOR A 26. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER ES EXIST. SURFACE PIPE CERT(FICATE MEETS TO ECTOPESNGNCE FROM THE REQUIREMENTS OF THECTURER STANDARD T THE THE STO RM C.D. STD. NO. 2NCH D173 1 TOP SHALL . ANED IN D ENCASEDPERSHEET INDEX TOE OF SLOPE EVC END VERTICAL CURVE A FIRE HYDRANT SPECIFICATIONS. GENERAL NOTE 1 ON L.A.C.F.C.D. STD. NO. 2-D 173.1. FL FLOW LINE ELEV. SHEET DESCRIPTION FS FINISH SURFACE STREET LIGHT 13. THE CONTRACTOR SHALL VERIFY THE EXISTING FLOWLINE 27. WHEN INDICATED ON THE DRAWINGS, SANITARY SEWERS AND FTG CONCRETE FOOTING ❑ WATER METER (WM) ELEVATIONS PRIOR TO STORM DRAIN CONSTRUCTION. AFTER HOUSE CONNECTIONS SHALL BE ENCASED OR BLANKETED IN VERIFICATION, ALL CONSTRUCTION MUST PROCEED FROM ACCORDANCE WITH L.A.C.F.C.D. STD. NO. 2-D 251. 1 TITLE GB GRADE BREAK ♦ POWER POLE (PP) DOWNSTREAM TO UPSTREAM TERMINUS. ANY CHANGE IN GRADE 2-4 NOTES DETAILS & TYPICAL SECTIONS HP HIGH POINT s MUST BE PROPOSED BY THE CONTRACTOR AND APPROVED BY THE 28. WHEN CONSTRUCTING NEW PIPE AND THE GRADE CHANGE EXCEEDS INV. INVERT OF PIPE O MANHOLE (MH) ENGINEER PRIOR TO CONSTRUCTION. 5'45' OR NEW PIPE DIFFERS IN DIAMETER FROM THAT OF EXISTING PIPE, 5-6 STREET IMPROVEMENT PLANS L LENGTH ® WATER VALVE (WV) THE USE OF A CONCRETE COLLAR AS PER CITY STD. PLAN 329 SHALL 7 STRIPING & SIGNING PLAN MAX. MAXIMUM ❑ PULL BOX (PB) 14. STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE BE INCORPORATED. _ CENTERLINE OF THE CONDUIT, OR ON A LINE NORMAL TO THE 8 STORM DRAIN IMPROVEMENTS MIN. MINIMUM -S - EXIST. UTILITY LINE CENTERLINE OF THE CONDUIT, EXCEPT WHERE NOTED OTHERWISE. 29. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1- NTS NOT TO SCALE FO FIBER OPTIC (FO) CONDUIT _ 9 STORM DRAIN LATERAL & DETAILS 800-227-2600 AND THE FOLLOWING UTILITIES TWO (2) WORKING DAYS 0.C. ON CENTER �^ 15. ALL P.C.C. REMOVALS SHALL BE SAWCUT. PRIOR TO CONSTRUCTION OR AT ANY TIME REGARDING ANY PROBLEMS: 10 TRAFFIC SIGNAL PLAN CSD 8TH STREET & HERMOSA AVENUE PCC PORTLAND CEMENT CONCRETE OOH 11 TRAFFIC SIGNAL DETAILS CP SURVEY CONTROL POINT (CP j g 16. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS SOUTHERN CALIFORNIA EDISON (909)357-6585 PI POINT OF INTERSECTION BASED ON THE ASSUMPTION THAT THE PIPE WILL BE INSTALLED IN SOUTHERN CALIFORNIA GAS CO. (909)845-0709 12 TRAFFIC CONTROL PLANS PRVC POINT OF REVERSE VERT. CURVE VAULT W/ MANHOLE 1 C Ver: ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA GENERAL TELEPHONE (800)227-2600 (909)469-6347 RCP REINFORCED CONC. PIPE F xp 3-3c-os STANDARDS. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 24 INCHES, THE BEDDING SHALL CUCAMONGA COUNTY WATER DIST. (909)483-7440 z u BE MODIFIED AND/OR PIPE OF ADDITIONAL STRENGTH SHALL BE MWD (909)392-5095 PROVIDED. TIME WARNER TELECOM (909)419-8850, ERNIE DEMABIEX VERIZON (909)469-6327, STEVE HOCK EXISTING SURVEY MONUMENTATION FULL STREET CLOSURE SHALL NOT OCCUR UNTIL ABSOLUTELY 17. WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL THE GAS COMPANY (909)335-7715 NECESSARY AND THE UTILITY UNDERGROUND WORK IS COMPLETED MANHOLES, JUNCTION CHAMBER AND VALVE BOX FRAMES AND CHARTER COMMUNICATIONS (909)688-9012, Ms. XOCHITL ORTEGA ALL EXISTING SURVEY MONUMENTS THAT WILL BE DISTURBED BY THIS PROJECT SHALL BE OR TO A POINT WHERE THE UTILITY UNDERGROUND WORK WILL NOT CITY COVERS SHALL BE ADJUSTED BY THE CONTRACTOR TO FINISH GRADE. MCI WORLDCOM (972)656-5474 REFERENCED AND RESET BY THE CITY'S CONSTRUCTION SURVEYOR IN ACCORDANCE WITH DELAY THE CONSTRUCTION AND/OR CAUSE THE FULL STREET CLOSURE NO • DESCRIPTION OF REVISION DATE APPROVED THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID SECTION 8771 OF THE CALIFORNIA SURVEYOR'S ACT. MONUMENTS FOUND BY RESEARCH OF TO REMAIN IN PLACE LONGER THAN SCHEDULED AND APPROVED BY TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR'S EXPENSE. INLAND EMPIRE UTILITY AGENCY (909)357-0241 AVAILABLE CITY RECORDS AND BY FIELD SURVEY ARE SHOWN ON THE PLANS AND DESCRIBED THE CITY. CITY OF RANCHO CUCAMONGA USA DIG (800)227-2600 AS FOLLOWS: 18. MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SAN BERNARDINO COUNTY FLOOD CONTROL (909)307-2893 SUBGRADE AND BROUGHT TO FINAL GRADE UPON COMPLETION OF 30. FOR INSPECTION AND SURVEY WORK FOR THIS PROJECT THE 25 CENTERLINE MONUMENT, INTERSECTION OF 8th STREET AND HERMOSA AVENUE. T I T L_ E SHEET STREET PAVING. FINAL FRAME SEATING SHALL BE 1/8 INCH BELOW CONTRACTOR SHALL CONTACT THE PUBLIC WORKS SECTION AT ASPHALT SURFACE. (909)477-2740 EXT. 4057, RICHARD OAXACA, TWO WORKING DAYS LOWER HERMOSA STORM DRAIN, STREET WIDENING, PRIOR TO THE START OF ANY WORK. TRAFFIC SIGNAL, SAFETY LIGHTING & RAILROAD x GRADE CROSSING IMPROVEMENTS - PHASE II Underground Service Alert BASIS OF BEARINGS: BENCHMARK: UNAUTHORIZED CHANGES SURVEY MONUMENTS FIBER OPTICS NOTE: 350' S 0 8TH STREET TO MAIN STREET / BASIS OF BEARINGS ELEVATIONS SHOWN HEREON ARE BASED THE CONTRACTOR SHALL PROVIDE ADEQUATE POTHOLING APPROVED BY : DATE : THE COORDINATES SHOWN HEREON IS THE ON ELEVATIONS 9/1987 ADJUSTMENT, USING CITY OF CAUTION: THE ENGINEER PREPARING THESE PLANS ALL SURVEY MONUMENTS SHALL BE LOCATED TO VERIFY THE PRESENCE OF EXISTING UTILITIES IN CITY ENGINEER t �� �,� R . C . E . �NO 24953 AND/ORBA i J Ja / - - Call: TOLL FREE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 5, RANCHO CUCAMONGA BENCHMARKS #10004 AND WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR PRIOR TO CONSTRUCTION & REESTABLISHED ORDER TO CONSTRUCT F.O. CONDUIT WITH 30" MIN. UNAUTHORIZED CHANGES TO THESE PLANS . BY A LICENSED LAND SURVEYOR AS INDICATED COVER. 1983 NAD (1984 EPOCH), AS DETERMINED LOCALLY #10009 HAVING PUBLISHED ELEVATION OF 1035.917 ALL CHANGES TO THESE PLANS MUST BE APPROVED IN PROJECT SPECIAL PROVISIONS = A Subs NORTRT�, 'ZB of Westrion BY NATIONAL GEODETIC SURVEY NGS REFERENCE FT. AND 1019.686 FT. RESPECTIVELY. 1_800 ( ) BY THE PREPARER OF THESE PLANS, AND THE CITY FIRST ORDER OF WORK ;::f,., (9�0 Soo N. Tustin Avenue Suite 230 un POINTS EV3791 DESIGNATED ONTARIO AND EV3773 Tonto Ano, CA 92705-3813 ENGINEER Tel (714) 973-2230 M 227-2600 DESIGNATED "VINE AZ MK". DISTANCES ARE GRID, THE CONTRACTOR SHALL SCHEDULE HIS WORK IN SUCH A MANNER THAT _ Fax (7,1) 973-2263 12 INSTALLATION OF CONDUIT FOR U/G UTILITIES SHALL BE - ��-- - - DIVIDE BY 0.999938214 TO ACHIEVE GROUND THE FIRST ITEM OF WORK COMPLETED AS PART OF THIS CONTRACT -= � _- Pr orae under the Supervision of: , DISTANCES. � T, �- t�- 2t-oZ - , AWG WGRI'!NG DAYS BEFORE YOU DIG FEW _- - 1769 CONSTRUCTION NOTES - PILASTER SLUMPED BLOCK CELLS i FILL SOLID W/ CONCRETE-_,'Al (16"X16") _'*���' NO.4 BARS (HORIZONTAL TIES) 0 sa,wcuT AND JOIN. DISPOSITION NOTES �N ��`��� �'�'` O2 CONSTRUCT 5 AC ON 6" � ® 12„ O.C. CAB. - 1 - N0.4 BARS 4EA (VERTICAL) O3 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. 01 PROTECT IN PLACE 2" SQ. STEEL_ TUBING RAIL -SECURELY ATTACH SECTION A- A O3a CONSTRUCT A2-6 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. ALIGNED WITH POST GATE LOCKING DEVICE 02 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS TO PILASTER ON O CONSTRUCT DRIVE APPROACH PER CITY STANDARD PLAN 101. (SEE PLAN FOR "W') 0 REMOVE AND SALVAGE PRIVATE PROPERTY SIDE 16" O5 CONSTRUCT TYPE C DRIVE APPROACH PER CITY STANDARD PLAN 101 (SEE PLAN FOR "W"). ® TO BE REMOVED BY OTHERS 2" SQ.MAXIMUM OF 8'-0" O.C.STEEL TUBING RAILS (SEE DETAIL ON SHEET 3) 16' MAX. X 16" PILASTER (SEE NOTE 1) O6 CONSTRUCT TYPE R-1 DRIVE APPROACH PER CITY STANDARD PLAN 101 DETAIL TO BE RELOCATED BY OTHERS AND DEPRESS 2" AT BACK OF WALK. © ADJUST MANHOLE TO GRADE O7 CONSTRUCT CURB ACCESS RAMP AND CURB RETURN PER CITY STANDARD PLANS 102 AND 103. �7 ADJUST WATER VALVE COVER TO GRADE 3/4" SQ. SOLID- PICKETS 001 O8 CONSTRUCT TYPE B-1 CURB ACCESS RAMP PER APWA STD PLAN 111-2. ® ADJUST COVER TO GRADE PICKETS ® 4" O.C. in ❑g O CONSTRUCT 4" THICK SIDEWALK PER CITY STD ADJUST TO GRADE CENTERED ON RAILS PLAN 103. 2" SQ. STEEL 10 REMOVE TREE AND ROOTS TUBING POSTS 10 CONSTRUCT SIDEWALK RETURN PER CITY STD PLAN 103. f1 REMOVE EXIST. RET. WALL & CONC FOOTING PLAN VIEW 11 REMOVE AND CONSTRUCT PORTION OF EXIST. CROSS GUTTER PER CITY STD 106-A. 12 REMOVE INTERFERING PORTIONS OF CONCRETE/RUBBLE CONCRETE SLIDING CHANNEL INCL. HEADWALLS AS NECESSARY TO CONST. GATE PAD (NTS) 12 CONSTRUCT MASONRY RETAINING WALL AND TUBULAR STEEL FENCE AND PILASTERS IMPROVEMENTS ALONG HERMOSA AVENUE A CAP BLOCK PER CITY STD 604 AND PER DETAIL ON SHEET 4. REMOVE EXIST. CLF AND SALVAGE GATE AND INSTALL NEW • �� 12 CONSTRUCT MASONRY RETAINING WALL WITH TUBULAR STEEL OR CHAIN LINK FENCE ON TOP 13 CLF AND EXIST. GATE AT THE R/W LINE PER CITY STANDARD - 2� -3/4" SQ. SOLID SEE PLANS FOR "h' ) PER CITY STD 604 AND 607 OR 608 AND PER DETAIL 5, SHEET 6. PICKET PLAN 607. w ' 12b CONSTRUCT MASONRY RETAINING WALL PER CITY STD 604. 14 RELOCATE SIGN TO BEHIND CURB cj X3/4" SQ. SOLID PICKETS ® 4" O.C. 12c CONSTRUCT MASONRY WALL WITH STEEL SLAT FENCE ON A RETAINING WALL 15 RELOCATE WATER METER & COVER BY OTHERS A PER CITY STD 604 AND PER DETAIL ON SHEET 2. 16 CRUSH THE TOP OF EXIST. CATCH BASIN & PLUG �- EXIST CONNECTOR PIPE W/ 8" BRICK AND MORTAR ` 3/4" SQ. SOLID 13 FURNISH AND INSTALL FIBER OPTIC FO CONDUIT PER DETAIL 1 SHT 3. / I PICKET ( ) AND BACKFILL CB W SAND SLURRY " 01 J 14 GRADE AT 2% FROM CURB TO "W" BEHIND CURB THEN GRADE AT 2: 1 SLOPE. 17 REMOVE EXISTING CATCH BASIN THEN COLLAR EXIST. 21 Q! w - 15 CONNECTOR PIPE & CONST. 18" RCP TO JOIN NEW � N 1 O INSTALL 2x6" REDWOOD HEADER. CB AS SHOWN ON PLANS FINISH �2"X 2" ANGLE IRON 1 EM EDMEN 16 FURNISH AND INSTALL 3'X5' CONCRETE PULL BOX BEHIND CURB AT 1000' MAX INTERVALS ALONG 18 ADJUST EXIST FIRE HYDRANT TO GRADE SURFACE 1 " THE FO CONDUIT AND AT ALL TERMINUS POINTS WITH THREE (3') FOOT RADIUS FOR CONDUIT 19 REMOVE EXISTING & CONSTRUCT RR CROSSING SURFACE BY 2" EMBEDDED 1 IN CONCRETE SWEEPS AND PULL ROPES INTO EACH PULL BOX SHALL BE CONSTRUCTED PER DIRECTION SCRRA TO THE LIMITS SHOWN ON THE PLAN. 1 AA OF THE ENGINEER. 20 REMOVE ALL EXIST. IMPROVEMENTS FROM THE PUBLIC Qf � Zi _j17 BACKFILL EXIST. CONC CULVERT WITH SLURRY CEMENT BACKFILL. R/W EXCEPT AS OTHERWISE NOTED 0 3 21 REMOVE WOOD, METAL & CONC MEMBERS & CONCRETE SLIDING-� < 18 CONSTRUCT TYPE 2 PARKWAY DRAIN PER APWA STD 151-1. FOUNDATIONS AS NECESSARY TO CONST. GATE PAD 19 CONSTRUCT 2' WIDE CONCRETE "V" GUTTER PER DETAIL 2 ON SHT 3. IMPROVEMENTS 12" SERFACE ACD OF RUND 20 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONST. NEW D/W WITH 4" AC ON NATIVE. 22 MODIFY EXIST. STEPS TO MATCH NEW GRADE AT BACK OF SIDEWALK SECTION A-A ®0 REGRADE EXIST DRIVEWAY TO 8% MAX SLOPE. 23 MODIFY OUTLET PIPE FROM EXIST. CB & CONST (NTS) CURBSIDE DRAIN OUTLET PER CITY STD 107-B 0 J N 21 INMPLTHEETESPE❑CIF THEN CATIONS.STRUCT METAL M.H. COVER PER MANHOLE CURB COVER DETAIL 24 RESET EXIST. GATE POSTS AT R/W IN 18" 0 CONC SLIDING GATE DETAIL Z! QZ _j w'J w 3 FTGS TO ALLOW FOR NEW DWY AND RELOCATE GATE w Ln a_ 22 CONSTRUCT COMPACTED FILL. 23 CONSTRUCT MEDIAN WITH TYPE A11-8 CURB PER CITY STD. 104 WITH COBBLESTONES 25 RESTORE AND ADJUST SURVEY MONUMENT TO GRADE (NTS) PER CITY STD. 542 CASE 1. BY CITY'S CONSTRUCTION SURVEYOR. TOF 24 CONSTRUCT REINFORCED CONCRETE STAIRWAY WITH METAL HAND RAILINGS ON EACH SIDE OF 26 RELOCATE MAILBOX ON POST BEHIND THE NEW CURB. STEPS PER APWA STDS 606-1 AND 640-0. 25 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONSTRUCT 6" THICK PCC DRIVEWAY. " R/W FRONT VIEW 26 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. 311 AND CONNECT TO 30 (NTS) RCP STORM DRAIN WITH 18" RCP, 2000-D CONNECTOR PIPE. ROLLER LATERAL SUPPORTS (TYP.) 27 CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 (1 GRATE) AND 18" RCP, 2000-D CONNECTOR PIPE PER DETAIL ON SHEET 9. MASONRY WALL W STEEL SLAT 28 CONSTRUCT FO CONDUIT IN STEEL CASING PER DETAIL 4 ON SHEET 4. ROLLER LATERAL SUPPORTS (TYP.) MASONRY WALL/ 2" X 2" SUPPORT FRAME 29 INSTALL STD NO. 9 AUTOMATIC GATE-TYPE SIGNAL BY SCRRA. STEEL SLAT FENCE _ FENCE DETAIL 30 INSTALL GTE 466-78" MANHOLE DEEP BASE. I N �� (NTS) R/W 2" X 2" SUPPORT FRAME 8 X 1/2"0 LAG BOLT (3ea) 31 RECONSTRUCT A PORTION OF CLF TO JOIN THE NEW RETAINING WALL. SLIDING GATE O (SEE NOTE 4) � (SEE PLAN FOR "H") NOTES: 32 INSTALL CPUC STD. NO. 8 FLASHING LIGHT BY SCRRA. MASONRY WALL/ ;,� 16" X 16" PILASTER 1. PILASTERS SHALL BE 16" X 16" SLUMPED BLOCK MASONRY UNITS FILLED SOLID WITH REINFORCED CONCRETE. 33 NOT USED STEEL SLAT FENCE 2- iv SHOP DRAWING TO BE SUBMITTED BY THE CONTRACTOR FOR APPROVAL BY CITY. 34 INSTALL 6' H X 6' W (DOUBLE LEAF) SWINGING CL GATE. SLIDING GATE - (H=5'-8") 2. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR DETAIL OF CONNECTION OF THE RETAINING WALL 35 INSTALL 5'-8"h (UNLESS HEIGHT NOTED OTHERWISE ON PLAN) SLIDING GATE PER DETAILS TO THE PILASTER. ON SHEET 2. (SEE PLAN FOR "W") 11 VARIES 3. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR SPACING OF 2" STEEL TUBING POSTS AND PILASTERS 40 REMOVE CONFLICTING STORM DRAIN SECTION. SEE PLANS AND THE LOCATION OF GATES, THERE WILL BE FIVE (5) EA. WALK AT 4' WIDE. SEE PLANS FOR LOCATION OF 12c �4" CLEAR N GATES AT D/A'S. 41 CONSTRUCT BRICK AND MORTAR PLUG. 4" CLEAR 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR ROLLING GATES AND THE LOCATION OF GATES. SEE PLANS FOR , 42 CONSTRUCT CURB OPENING CATCH BASIN, W=3.5', OR AS NOTED ON ALL PLANS 12 �� Q�P�SI N APPROX. LOCATION OF GATES. PER CITY STD. 300. I �� Q 05. EMBED HORIZONAL SOLID PICKETS INTO PILASTER 4" MIN. ,-SURFACE OF 43 CONSTRUCT CURB OPENING CATCH BASIN, W=7', PER CITY STD. 300. >RETAINED GROUND Q" w SURFACE s� � 6. EMBED VERTICAL SOLID PICKETS INTO THE TOP OF THE MASONRY WALL 4" MIN. WHEN THEY ARE NOT 44 CONSTRUCT LOCAL DEPRESSION, H=2", K-5', PER CITY STD. 307, CASE E. w TO BE RETAINED ~ ATTACHED TO THE LOWER HORIZONAL PICKET DUE TO WALL GEOMETRY. 45 INSTALL 18" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. (15 4" 7. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR WALL GEOMETRY AND STEEL PICKET LAYOUT. 46 INSTALL 24" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. 8. BLOCK SHALL BE 6" HIGH SLUMP 8" WIDE (8"X6"X16"). COLOR TO BE APPROVED BY CITY. 47 INSTALL 30" REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. 4" 1 "X1 PILASTER 1 N 9 CLEAN AND GRIND SMOOTH.APPLY ZINC - RICH PRIME COATOUCH UP PRIMENCOATNELS TO POSTS. s 6 6 -12 X 24 DEEP 48 CONSTRUCT STORM DRAIN MANHOLE NO. 1, PER CITY STD. 319. I - 12" X 24" DEEP _j 12c ,k CONCRETE FOOTING 10. APPLY 2 COATS SEMI - GLOSS RESISTANT ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER ERECTION. AT SUPPORT FRAMES (TYP.) COLOR TO BE APPROVED BY CITY. CONCRETE FOOTING 49 CONSTRUCT CONCRETE TRANSITION STRUCTURE NO. 3, PER CITY STD. 336 N AT SUPPORT FRAME (TYP.) C&G 50 CONSTRUCT CONCRETE JUNCTION STRUCTURE NO.2 PER CITY STD. 331. �pF EXIST. SURFACE 51 CONSTRUCT CONCRETE COLLAR PER CITY STD. 329. I E P� A�'Q" NO . DESCRIPTION OF REVISION DATE CITY __ �sE NOTES: �� APPROVED 52 CONSTRUCT MODIFIED CONCRETE HEADWALL PER DETAIL ON SHEET NO. 9. 1 . 2" X 2" SUPPORT FRAMES WILL BE AT 12' MAX. 53 CONSTRUCT SUPPORT FOR CONDUIT ACROSS TRENCHES PER CITY STD.339. SPACING OR ADJACENT TO A PILASTER. CITY OF RANCHO CUCAMONGA SEE DETAIL 4 ON SHEET 3 FOR THE LOCATION OF A 54 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333. SUPPORT FRAME AT 5' FROM THE D/W OPENING. SAWCUT AND JOIN. HERMOSA AVENUE I I 55 CONSTRUCT SEWER LATERAL AND STUB AT PROPERTY LINE, PER CCWD STD. NO. 2. THE CONTRACTOR WILL SUBMIT SHOP 15, 16, 17, & 21. DRAWING FOR THE SLIDING GATES, GATE _ DETAILS 56 PROVIDE 2" SCH. 40 PVC SLEEVE FOR FUTURE IRRIGATION. SLIDING GATE DETAIL 2 LOCKING DEVICE, SUPPORT FRAMES, DC ROLLER LATERAL SUPPORTS. SLIDING GATE DETAIL 3 SECTION C-C * 3. THE WALL SPACING WILL BE JUST WIDE ENOUGH Underground Service Alert SECTION D-D (NTS) TO ACCOMMODATE THE 2 X 2 SUPPORT FRAME APPROVED BY : DATE (NTS) & FOOTINGS AND WILL BE DETERMINED AFTER REVIEWING `i4 C I TY ENG I NEER { R . C . E . {N0. 24953 Call: TOLL FREE SHOP DRAWINGS FOR SUPPORT FRAMES. d 3- 3i-0" 4. DRILL 1/2" DIA. HOLES 3 EA ® 12" O.C. AND Esc /r, mom' „ _K A Subsidiary of Westrion BOLT THE 2"X2 SUPPORT FRAME TO THE ADJACENT LP1 1-800 PILASTER W 8" X 1 2 0 LAG BOLTS. Y yl 400 N. Tustin Avenue Suite 230 1111 - �e f n p t 1F , / Tel (714) 973-2230 / / I`C ��-_- - ��� / ""�``� Santa Moo CA 92705-3813 - �M Fox (71 ) fl73-2263 2 12 227-2600 tee= -- OF - _. Prepared under the Supervision of. T. e . � P . - TW"-, WORKING FEW ING DAYS BEFORE YOU DIG - 1769-- ' N LY N'LY S'LY R/W R/W R/W SR'LW R/W R/W SCRRA 44 SCRRA 53' SCRRA 50' — 20' 24' 25 25 � 20 �+ 33 i ( -� - 3' 17' 19' 5'-8" 3' 17' 16' 17' I I I 5F ( 8„ 3 22 20 _ 5P-8" 1, 5' � 809 \ 7' VARIES_ # 16 ' zl 3' 7 9 16 IZjF I TREE W=3' 14 I IJ ' EX. SURFAC 1 I 29,' 7 1 w 3 22% I 1' OR 0' Of 16 9 2 14 W=3 e 2 2z Z 2% — (SEE PLAN) W=1' �� 1.76 14 — U 2 EXIST. 1.76% o0 - 1 ( SURFACE I I I I 0 2 12 OR 2® 1.76 11_ I SEE PLANS TYPE OF WALL f19 w 3a 14 Ln O > C 1 3 � 22 7. N >' II 7' 13 3' I f� — — 5' _I EX. SURFA I EX. CONC. 24" RCP � REMOVE EXIST. AC SLAB - , � I OR CRUSH IN PLACE I EX. SURFACE 13 �/ 27 13 \I \�� REMOVEOR EXIST. PA C � TYPICAL SECTION ~ � i � �— TYPICAL SECTION * THE CROWN TRANSITIONS FROM 13'+ 8th STREET - � 8th STREET STA. 7+30 TO 9+28.35 � LEFT OF � AT STA. 6+00 TO 0.50' STA. 10+85.89 TO 13+00 \ RIGHT OF � AT STA. 7+00 (NTS) a (NTS) 'k THE TOG ELEV. SHALL BE ADJUSTED I X24" RCP I TYPICAL SECTION TO ACCEPT DRAINAGE FROM THE 2' 8th STREET GUTTER AND SURROUNDING AREA. ANY 24" RCP STA. 6+00 TO 6+80 REMOVED PAVING SHALL BE REPLACED (NTS) IN KIND. 1/2" 0 HOLE 2" SQ. TUBING POST 1 1/2"X1/4" CONSTRUCTION NOTES EXACT LOCATION TO BE DETERMINED IN THE FIELD. TH. STEEL PLATE R/W I 16" I ❑1 C C PROTECT IN PLACE i F2 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS VARIES 1 3/4 W X 3/4" H IGO i 12 REMOVE INTERFERING PORTIONS OF CONCRETE/RUBBLE SEE PLANS SLOT L CHANNEL INCL. HEADWALLS AS NECESSARY TO CONST. VARIES I IMPROVEMENTS ALONG HERMOSA AVENUE SEE PLANS SEE PLAN FOR O2 CONSTRUCT 5" AC ON 6" CAB. S/W LIMITS 16 (D-1, O3 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. FINISHED 2% 1 3/4" SLOT SURFACE r SLIDING GATE SMOOTH WELD FULL 3a CONSTRUCT A2-6 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. LENGTH OF PLATE BOTH SIDES 9 CONSTRUCT 4" THICK SIDEWALK PER CITY STD PLAN 103. i SEE I SECTION B— B 2 PLANS I A A N.T.S. PLATE DETAIL B 12 CORSTRUCTCY MASONRY ID AND PER RETAINING W L ANDSHEET4TUBULAR STEEL FENCE AND PILASTERS N.T.S. 12 CONSTRUCT MASONRY RETAINING WALL WITH TUBULAR STEEL OR CHAIN LINK FENCE ON TOP JL STEEL PLATE ( SEE PLANS FOR "h") PER CITY STD 604 AND 607 OR 608 AND PER DETAIL 5, SHEET 6. 12c CONSTRUCT MASONRY WALL WITH STEEL SLAT FENCE ON A RETAINING WALL 12"t i 16"X16" PILASTER 1/2" o — 4" (TYP) �-- + SMOOTH WELD FULL 13 FURNISH AND INSTALL FIBER OPTIC (FO) CONDUIT PER DETAIL 1 SHT 3. 2" SQ.TUBING POST B B LENGTH OF PLATE BOTH SIDES 14 GRADE AT 2% FROM CURB TO "W" BEHIND CURB THEN GRADE AT 2: 1 SLOPE. Z 16 FURNISH AND INSTALL 3'X5' CONCRETE PULL BOX BEHIND CURB AT 1000' MAX INTERVALS ALONG 12 RED SLURRY 3/8" X 2"W X 24"L 00 THE FO CONDUIT AND AT ALL TERMINUS POINTS WITH THREE (3') FOOT RADIUS FOR CONDUIT SEE BACKFILL STEEL STRAP EMBEDDED SWEEPS AND PULL ROPES INTO EACH PULL BOX SHALL BE CONSTRUCTED PER DIRECTION 3 FOR NS I I I IN THE CONC. /TS i " SLIDING 19 CONSTRUCT 2' WIDE CONCRETE "V" GUTTER PER DETAIL 2 ON SHT 3. ��C,FI_SS/ 4 0 GATE PAD 22 CONSTRUCT COMPACTED FILL. `��EikrM�� CONCRETE SLIDING p 2 EA ® 2"0 GATE PAD O O 2 EA ® 2 0 26 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. 311 AND CONNECT TO 30" +; f I I 13 2" SQ. TUBING POST--""' 1.5" O RCP STORM DRAIN WITH 18" RCP, 2000-D CONNECTOR PIPE. '► > : r C 3836 LC rq^ ' ( STORM DRAIN - 2" 4" 27 CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 (1 GRATE) AND 18" RCP, i 3-3 -oS 2000-D CONNECTOR PIPE PER DETAIL ON SHEET 9. • E7XP –12" 3 SECTION C— C IV � » » (NTS) tf —� PLATE DETAIL ACr � —8"t FRONT VIEW (NTS) 3' TO 4' (NTS) NO . DESCRIPTION OF REVISION DATE CITY APPROVED DETAIL 1 R/W 4"Xl/2"0 LAG BOLT EMBEDED CITY OF RANCHO CUCAMONGA IN PILASTER 8 2 (NTS) EX. SURFACE 9 DWY 16"X16" PILASTER RET. WALL-t , 3/4"R 19 HERMOSA AVENUE I I PC] rn L_,__ WALL DETA I LS x 2" SQ. TUBING POST--' Underground Service Alert RET. WALL EXTEND CONCRETE CONCRETE SLIDING g FROM BACK OF WALK GATE PAD 2"X2" SUPPORT FRAME (TYP.) -� 5'_ APPROVED BY : DATE : SL JOIN CONCRETE C I TY ENG I NEER L�( �cuc `�� ' SECTION A— A SLIDING GATE PAD � � t� R . C . E . N0 . 24953 �.� Call: TOLL FREE _ (NTS) NOjtIt�S•l��T$ A Subsidiary of Westrion � 400 N. Tustin Avenue Suite 230 Santo Ana, CA 92705-3813 1-800 GATE LOCKING DEVICE DETAIL = Tel (7,4 973-2230 - 227—2600 DETAIL 2 DETAIL 4 M Fax 4) 973-2263 3 1 2- (NTS)(N TS) (NTS) (NTS) Pr ored under the Supervision of. ti_ T �R�; FEw T, �- 1769 k �l_ NG DAYS BEFORE Y00 DIG CONSTRUCTION NOTES W'LY E'LY �l PROTECT IN PLACE R/W R/W ❑2 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS 80' OR 88' R/W ELY �2 REMOVE INTERFERING PORTIONS OF CONCRETE/RUBBLE 80' R/W CHANNEL INCL. HEADWALLS AS NECESSARY TO CONST. 40 OR 44 ' SEE PLANS 44' IMPROVEMENTS ALONG HERMOSA AVENUE 1- 13 REMOVE EXIST. CLF AND SALVAGE GATE AND INSTALL NEW (SEE PLANS) 40' 40' CLF AND EXIST. GATE AT THE R/W LINE PER CITY STANDARD I 8' OR 12' 32' 32' I 12' ( PLAN 607. f� 8' 32' 32' 8' O2 CONSTRUCT 5" AC ON 6" CAB. 10' 6.5' I O3 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. I 5' 6.5' O9 CONSTRUCT 4" THICK SIDEWALK PER CITY STD PLAN 103. ** I 12a I 12 CONSTRUCT MASONRY RETAINING WALL WITH TUBULAR STEEL OR CHAIN LINK FENCE ON TOP 1 RETAINING RETAINING TUBULAR STEEL --EqSLUMPSTONE 1 ( SEE PLANS FOR "h") PER CITY STD 604 AND 607 OR 608 AND PER DETAIL 5, SHEET 6. J _ I I WALL & FOOLING WALL & FOOLING WALL & FTG Q — _I I 63+77.3 TO I 12c CONSTRUCT MASONRY WALL WITH STEEL SLAT FENCE ON A RETAINING WALL I 65+23.03 I I PER CITY STD 604 AND PER DETAIL ON SHEET 2. 9 16 I 13 2 VARIES FURNISH AND INSTALL FIBER OPTIC (FO) CONDUIT PER DETAIL 1 SHT 3. 2� 2% I 14 GRADE AT 2% FROM CURB TO "W" BEHIND CURB THEN GRADE AT 2: 1 SLOPE. O (SEE PLAN) 16 II 9 O `-z 9 �76t, - 3- II 2$ 2% 15 INSTALL 2"x6" REDWOOD HEADER. SEE DETAIL 5 I SHEET 6 I _� 2 i a 16 FURNISH AND INSTALL 3'X5' CONCRETE PULL BOX BEHIND CURB AT 1000' MAX INTERVALS ALONG �� 1 7 6,21� I THE FO CONDUIT AND AT ALL TERMINUS POINTS WITH THREE (3') FOOT RADIUS FOR CONDUIT II o I SWEEPS AND PULL ROPES INTO EACH PULL BOX SHALL BE CONSTRUCTED PER DIRECTION I F THE ENGINEER. 0 E E G EER. I -g3I I II I 20 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONST. NEW D/W WITH 4" AC ON NATIVE. EXISTING I 22 - 22 CONSTRUCT COMPACTED FILL. 22 21' I SURFACE — _ -7- _ 3 I NOTES: c 1. PILASTER SHALL BE 16" X 16" SLUMPED BLOCK MASONRY UNITS FILLED SOLID WITH REINFORCED CONCRETE. EX. SURFACE 2 SHOP DRAWING TO BE SUBMITTED BY CONTRACTOR FOR APPROVAL BY THE CITY. SEE SHEET 2 FOR STEEL REQUIREMENTS. II 2. CONTRACTOR SHALL SUBMIT SHOP DRAWING FOR DETAIL 13 I El I OF CONNECTION OF THE RETAINING WALL TO THE PILASTER. TYPICAL SECTION 2 3. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR SPACING OF 2" STEEL TUBING POSTS AND PILASTERS Ilk AND THE LOCATION OF GATES, THERE WILL BE FIVE (5) EA. WALK AT 4 WIDE. SEE PLANS FOR LOCATION OF - HERMOSA AVENUE GATES AT D/A'S. EXISTING n / STA. 63+77.3 TO 65+85 4. SHOP DRAWINGS SHALL BE SUBMITTED FOR ROLLING GATES AND THE LOCATION OF GATES. SEE PLANS FOR SURFACE LTJ " APPROX. LOCATION OF GATES. 12 t (NTS) L13 5. BLOCK SHALL BE 6" HIGH SLUMP, 8" WIDE (8"X6"X16"). COLOR TO BE APPROVED BY THE CITY. / I 6. APPLY ZINC - RICH PRIME COAT AFTER WELDING PANELS TO POSTS. CLEAN AND GRIND SMOOTH. TOUCH UP PRIME COAT. 7. APPLY 2 COATS SEMI - GLOSS RESISTANT ENAMEL BY ELECTROSTATIC SPRAY METHOD AFTER ERECTION. _ I COLOR TO BE APPROVED BY CITY. 8' MAX -+- 8' MAX TYPICAL SECTION ( I I 1 HERMOSA AVENUE 12 r EXIST. CONC. CHANNEL UNDER 2" SQ. STEEL ___; Q SORRA TRACKS TO BE SAND TUBING POST RETAINING WALL - STEEL TUBING FENCE STA. 60+15.70 TO 61+57.47 ' I SLURRY BACKFILLED (NTS) (SEENOTE 1)PILASTER-_jPILASTER 18 TUBULAR STEEL FENCE PLAN VIEW PER CITY STD. NO. 608 (NTS) LLJ I 1 = FO CONDUIT ' 1 24" 0 STEEL CASING 1 WELDED SMOOTH * * — 30" RCP C�-I (L=40') � FROM TO SIDEWALK 1 BACKFILL STEEL CASING L 60+15.70 61+24 5' ® R W T _1__ M/ 6 SACK SAND SLURRY X 61+24 61+57.47 8' FULL PKWY 8"tJ LSJO__4' DETAIL 4 STEEL CASING FOR FIBER OPTICS FO CONDUIT BTW CAP BLOCK (2") TO (NTS) MATCH RETAINING WALL 2 SLUMPSTONE W'LY F WALL & FTG E'LY R/W R/W Zi 88' R�W Ev RETAINING WALL OR CONTINUATION OF RETAINING WALL 44' 44' 80' _ C.- 32' 32' 32' 12' 40' 40' SIDEWALK 5, 1 1 1 'TTM ASONRY I r 8' 32' 32' FRONT VIEW TOF ET. WALL & FTG � I VARIES VARIES n: — (NTS)EX. RET. jr PLAN) 2 % 9 10' W=8' �% 2�6% 14 2" SQ. STEEL TUBING END FRAME TUBULAR STEEL FENCE DETAIL 1 14 W=7 ATTACHED TO WALL PILASTER WITH 3) 29 9 1 I 3/8" DIA. X 4" LONG LAG BOLTS (NTS) 12c , 2� NOTE: Q a , — \ 1.�6% `� EX. SURFAC " N �� 2 1-9 3 3 2 SQ. STEEL TUBING RAILS 1 TOP OF WALL SHALL BE CONSTRUCTED LEVEL BETWEEN PILASTER. 3 ALIGNED WITH POST THE TW PROFILE AS SHOWN IS APPROXIMATE. FINAL TW ELEVATIONS n I 1 \ 22 I WILL BE DETERMINED WHEN THE LOCATIONS OF PILASTERS HAS I BEEN DETERMINED IN THE FIELD. \ EX. SURFACE ,k AC 2 1 2" SQ. STEEL TUBING POST , �� _ 3a I I MAXIMUM OF 8'-0" O.C. w NO. DESCRIPTION OF REVISION DATE CITY s 3 PG! 13 _j MAXIMUM O 3/4" SQ. SOLID PICKETS 22 " CITY OF RANCHO CUCAMONGA PICKETS ® 4 O.C. CENTERED � u ` I ON RAILS V TYPICAL SECTION r- - _ HERMOSA AVENUE II HERMOSA AVENUE TYPICAL SECTION TW STA. 59+25 TO 60+15.70 I 11 I I CONCRETE/RUBBLE 1 HERMOSA AVENUE D E T A I L S N TS r x ( ) 13 1 1 CHANNEL STA. 62+96.03 TO 63+77.3 I 1 CAISSON/BEAM (NTS) 2 - Underground Service Alert I 1 1 ----� o°R�F�Ss1 1 STRUCTURE . � �E� 1 k�G C'41 APPROVED BY ' DATE : %fid 1 1 I �,f j CITY ENGINEER u�L R . C . E . 0 . 24953 o Call: TOLL FREE 24" I I 1 I 24" ( •:^ � 2 1/2" DIA. CORE FOR 2" SQ. STEEL . n * PER SOILS INVESTIGATION REPORT �� E TUBING POST. FILL W/ FOR-ROC" = � DATED 3/6/00. \ G '--- r ANCHORING CEMENT `" A Subsidio�y of west�on Qy �} 400 N. Tustin Avenue Suite 230 1 -800 CONTRACTOR SHALL HAVE THE OPTION Santo Ana, CA 92705-3813 =OF CRUSHING EXIST. AC IN PLACE OR !J'�,,r CIV{L �Q _M Tel (714) 973-2230 ^F4 2 _ 227-2600 REMOVING EXIST. AC. � �f CAL\F��� FRONT DETAIL pr � under the Supervision of. — OF (NTS) aMA�.sQ.�-; k6►M,. �� 2�-0 2 cEyJ F - - 1w_ - - WORKING DAYS BEFORE YOU DIG1769-_ DISPOSITION NOTES ❑1 PROTECT IN PLACE �2 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS REMOVE AND SALVAGE 111.95' VC 1'22.80' VC PI 0 10+00.00 EL = 1114. 8 L-58'23 L-50.'61 1 0 10+00.00 EL = 1114.90 100' VC ® TO BE REMOVED BY OTHERS X CURB RETURN CURB RETURN PI 0 12+50.00 EL = 1110.60 0 TO BE RELOCATED BY OTHERS 2001 VC w °/4 °/4°/ °/4 c� °�4 °/4 °/4 A/4 iv- ►�- U v c) U U © ADJUST MANHOLE TO GRADE PI 0 7+00.00' EL = 1105.23 U f-- f- o fv-f- F o 00 o USE THIS TC v o ,�� `n $ NO 00 ca cv O N oo ca oo 00 cn o o �g ADJUST TO GRADE PROFILE �- p �n o N r�r, 0 <- 0 C) N_ o ao 00 _ _ 10 REMOVE TREE AND ROOTS 0 C5 BET. 6+00 TO 7+00 v m � M 8 vC3 6 � LO o + rCN N CA 0 r ± _ ± N + 15 RELOCATE WATER METER & COVER BY OTHERS c� �- o O 0 00 + °' `r '� 19 REMOVE EXISTING & CONSTRUCT RR CROSSING SURFACE BY Om o0 orn oo + o co = R=1.72 SCRRA TO THE LIMITS SHOWN ON THE PLAN. TTS c� o 'n __-_ _ _..-__. - _ _ _ - - -` -- - '- 20 REMOVE ALL EXIST. IMPROVEMENTS FROM THE PUBLIC r-- - -- -- - -- - - - -_ - - - t R/W EXCEPT AS OTHERWISE NOTED o _ -r-- PROPOSED TC 22 FA 24 RESET EXIST. GATE POSTS AT R/W IN 18" 0 CONIC � R_3.25% _ _ - 0 8th ST. C/L EXIST. SUR CE @ 25 N/O 8th ST. C/L FTGS TO ALLOW FOR NEW DWY AND RELOCATE GATE jj 25 RESTORE AND ADJUST SURVEY MONUMENT TO GRADE PROPOSED TC @ EXIST SUR ACE @ 17' NIO 8tH ST C/L 4 ' 'VC 100' BY CITY'S CONSTRUCTION SURVEYOR. 17' N/O 8th ST.0/L PI 0 10+00.0 EL = 1114.72 PI 0 12+50.00 EL 1110.42 26 RELOCATE MAILBOX ON POST BEHIND THE NEW CURB. 200 VC to � �` �` V) 0 PI ® 7+00.00 EL = 1104.97 � o g o g � o p CONSTRUCTION NOTES N 0tff Sr. ON ON p0 C'4 Orn . coo g � ON N $ � $ o � � o � o � + ^ oN � o 0o O SAWCUT AND JOIN. cn r` 0in o N ci q6t� o + _ r 1714 N M O CONSTRUCT 5" AC ON 6" CAB. 0 - g ca o + N _ _ _ O3 CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. _ - � 3a CONSTRUCT A2-6 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104 _ o + o + n 111.95' VC - e as- - L=62.59' v fS + o EXIST. SURFACE - PI 0 10+00.00 EL = 111 .78 CURB RETURN �- A r 5 CONSTRUCT TYPE C DRIVE APPROACH PER CITY STANDARD PLAN 101 (SEE PLAN FOR "W - -- - - 4 ° 4 °/4v ,� 8th ST. CIL �, 8th S . C/L O - ,� m /4 w p114.11 VC 100 VC 6O CONSTRUCT TYPE R-1 DRIVE APPROACH PER CITY STANDARD PLAN 101 DETAIL 200 VC ��- � 0 U � M _ >` L-79.05' 1 0 0+00.0 EL = 1114.76 PI 0 12+50.00 EL = 1110.60 AND DEPRESS 2" AT BACK OF WALK. PI 0 7+00.00" EL = 1105.23 U 60to C) �� o o may"' rn CURB RETURN v O CONSTRUCT 4 THICK SIDEWALK PER CITY STD PLAN 103. r` �O. 00 rn N r v °/4 °/4 n/4 a/4 w v 0 0 0 0It po ~ " 0 - - 00N o � �'`, + o + + m N ~ 00 or-- 0 ~ U-) 3: � oN �}. J O � � } �Oc� � p � U U U U � r- p E O 7 O N ^gyp 0 v o Q, 3:: g p,�'� "- ~ ~ ~ �i c° o ��� �� + o �? + "? o o + �'`0,�� 12 CONSTRUCT MASONRY RETAINING WALL AND TUBULAR STEEL FENCE AND PILASTERS + + o + o N °+° N + �' C14 T!y S> rn �► + o M '` PER CITY STD 604 AND PER DETAIL ON SHEET 4. °D + o r o N _ ± CONSTRUCT MASONRY RETAINING WALL WITH TUBULAR STEEL OR CHAIN LINK FENCE ON TOP o dLO ( SEE PLANS FOR "h") PER CITY STD 604 AND 607 OR 608 AND PER DETAIL 5, SHEET 6. rn o O o r` o R= 72 120 CONSTRUCT MASONRY RETAINING WALL PER CITY STD 604. _ O' �� - - - �? - - - - - - R=0.42% 12c CONSTRUCT MASONRY WALL WITH STEEL SLAT FENCE ON A RETAINING WALL l ri LO /\ o _ o+ + o % - �� h � >> j� PER CITY STD 604 AND PER DETAIL ON SHEET 2. _ - -� co - _3.25 O fb � / 01. 7��S T��6 ~ o X01F �'` �O O� o� S DO��� �'`` S? 13 FURNISH AND INSTALL FIBER OPTIC (FO) CONDUIT PER DETAIL 1 SHT 3. oo EXIST. SURFACE 14 11 0 It GRADE AT 2% FROM CURB TO "W" BEHIND CURB THEN GRADE AT 2: 1 SLOPE. 91 PROPOSED TC ON SOUTH = o �- �� r 04 ►-� 25 S/O 8th ST. CIL EXIST. SURFACE ® 011, (0R n tntn 16 FURNISH AND INSTALL 3'X5' CONCRETE PULL BOX BEHIND CURB AT 1000' MAX INTERVALS ALONG F WALL SHALL BE CONS UCTED 24' S 0 8th ST CA rn tia N �p�?p SIDE OF 8th ST. °' N '�°' N°' N°' 5'± 46.46' THE FO CONDUIT AND AT ALL TERMINUS POINTS WITH THREE (3') FOOT RADIUS FOR CONDUIT + Nr` N� ' �PO � "�� SWEEPS AND PULL ROPES INTO EACH PULL BOX SHALL BE CONSTRUCTED PER DIRECTION rn PROFILE SCALES : © + �o + r o + .-o LEE BETWEEN PILASTERS. ^ M + *' = �� �"r T T� + + 18 CONSTRUCT TYPE 2 PARKWAY DRAIN PER APWA STD 151-1. HORIZONTAL : 1 "=40 ' P OPOSED TC @ 20' �' VERTICAL : 1 "=8 ' SIO 8th ST. CIL 19 CONSTRUCT 2' WIDE CONCRETE "V" GUTTER PER DETAIL 2 ON SHT 3. 20 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONST. NEW D/W WITH 4" AC ON NATIVE. 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 ® REGRADE EXIST DRIVEWAY TO 8% MAX SLOPE. 24 CONSTRUCT REINFORCED CONCRETE STAIRWAY WITH METAL HAND RAILINGS ON EACH SIDE OF STEPS PER APWA STDS 606-1 AND 640-0. 25 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONSTRUCT 6" THICK PCC DRIVEWAY. I 102" RCP I 27 CONSTRUCT GRATING CATCH BASIN PER APWA STD 304-2 (1 GRATE) AND 18" RCP, -- -- -- -- -- -- -- 2000-D CONNECTOR PIPE PER DETAIL ON SHEET 9. ._� RECONSTRUCT A PORTION OF CLF TO JOIN THE NEW RETAINING WALL. I 34 INSTALL 6' H X 6' W (DOUBLE LEAF) SWINGING CL GATE. 2 1 � 0 CROWN LINE Z 0 35 INSTALL 5'-8" (UNLESS HEIGHT NOTED OTHERWISE ON PLAN) SLIDING GATE w o TRANSITION J Q I o I ( 00 m O PER DETAILS ON SHEET 2. (SEE PLAN FOR "W"). 0- z C5 z O o w z o J a Q 1'�' c 1 I 19 0 000 -1 p o 35 INSTALL 5'-8" (UNLESS HEIGHT NOTED OTHERWISE ON PLAN) SLIDING GATE z z =� � p + O SCRRA + s RAILROAD + r i PER DETAILS ON SHEET 2. ' Q - z � _ � r � � w � rnw ,- _ � NU = (SEE PLAN FOR W). 0 m � 3 �_ w ~ � o_ PROVIDE 2" SCH. 40 PVC SLEEVE FOR FUTURE IRRIGATION. U wJ z0 0 - o � � n z w 10+00.00 C L 8TH STREET WEST - I- d 6 / V V) + w W-3' 14 62+16.04 C/L HERMOSA AVE 0 10+00.00 C/L 8TH STREET EAST= - w tO to O - 19 62+11.13 C/L HERMOSA AVE 14 W-3' W-4'' O 20 - - - T=12" � - - - - - - - - - B �TYP 1 "� - - L3 O 25 .. -- --- 5+00 N ►� h - FO - O Fa - . _ SE SHT. 8�° ° c=6 1 11 +00 `V S=4't - _ _ , _ - 026 15 12+nC- �t`' " Z '�0 N89'57'28"W 14+00+ SEE SHT - 13 - - - - 3.1 - -- _ --- E - - - - - _ T - - - - N to II M - - - - N T o Q = 1 I l 1 g 2 �� 19 19 10 10 o U A D 0 ' I 3a `O �F, + 1� I = J O II CD 15 4 3a Q A o Ln r O i Q '`) a .gyp Q O O Q w / w 00 `t > O 6 �\ `E' �- 61+57.47 1 0 N 1 z w F J o_ 9 to s ca 'r' o J N ECR 3 p v 1 26 II w o 1 3 �F. J 35 SCALE 1"= 40' �3 N X00 w w ,n I ca J a 2 20' um`ito I 1 2 25 z L w -j O 0 2 ��1Q' V) 120 rn w w N 2 Ir to II o0 tri O 10 � _ + Q r 2 � U t1 -i Q� � U + II oo r + + o w ,n 8 O ( i 61+40.64 10 I�� z -� 13 _ Q 2 y�P 01 In cn v r` O J 1? ro 11 I ' N BCR 0 V) � - a z c� 1 24 r` 0 0) z ^ 0 27 = o � TAPER CURB 00 I O 1 � r N 0 w 0 >- � o Ln _ w 3 15 � o + p F 1 2 1 p J to 3 27 . 0FACE F OM N z co N z 3 N N U m 1 1811. 00 �rn w � 04 z O U + + Ln + v I WALL 1 r w - + w 8" TO 6" + m 1 32' 1 ' II + v O o Q F= o rr � 00 _ L Ln1rJ 5 r\ v 6 0 = w ± N ± w J o i� > > W-5 c± �` c+v <I- NO • DESCRIPTION OF REVISION DATE CITY #4, i wo_ w = v x v 6 2 + -� 2 + J w 14 zl Q II APPROVED OR 1 X, V) 3 � II 1 TUBULAR 32 J 12 VACANT 24 z `� 3 C&c CITY OF RANCHO CUCAM N STORM DRAIN w 0 X 0 I I STEEL I 3W=1 1 Q O GA w 0 FENCE 6 �c 6 LOT = Y 2 2 cel`" 10' I 0 4' p " PLAN AND PROFILE 24 II caio I I TAPER CURB 12 HERMOSA 8th � ,I FACE FROMSTREET g AI I Y; JOIN � HERMOSA AVENUE NOTE: - - 8TH STREET x EXIST WALL FLOWLINE STA 6+0 0 0 0 T O 1 3+0 W= 35' SEE SHEET NO. 6 i 0JO Underground Service Alert CURVE DATA - = THE D/W AT 11+41.72 SHALL ��F ESs,� BULAR = - ---- -- - JOIN THE EXIST. CONCRETE 0.�oQ av i �'4� EL FENCE 12a 2 APPROVED BY : DATE : NO DELTA BRG RADIUS LENGTH TANGENT / „ SLAB AT THE HOUSE 5� ��� ��, h=6 CITY ENGINEER ��'" �cc, (, R . C . E . NO . 24953 OA 89 39 23 40.00 62.59 39.76 Call: TOLL FREE ;r, *THE DMI APRON AT 11+17 Z 60'39'23" 55.00' 58.23' 32.18' o , C 383fj6 NOIMM-�T,B Iff asSHALL TERMINATE AT THE 3-31-05 � STEEL SK +� „ A Subsidiary of Westnon © 72'2918 40.00 50.61' 29.32' EX I - - - BACK OF SIDEWALK 34 FENCE 1 400 N. Tustin Avenue Suite 230 1 _. . IIII I " e r --------:...-- ------------ '�� -------- --. ----- - Santa Ana, CA 92705-3813 - OD 90'20'37 50.00 79.05 50.30 ri �� J, Tel (714 973-2230 227-2600 E 88'57'25" 35.00' 54.34' 34.37' 120 fig 12c �,5t7 CIVIL ��\� i �M Fax (7,�) 973-2263 5 OF_12 O cf) : 30' \ of C Ail. Prepared under the Supervision of F 89'39'23" 32.00' 50.07' 31.81' LL 56 p - T'�J CONTINUE RET. FEW T ��'""'� �{-ZL-OZ 1769 T' NORKING DAYS BEFORE YOU DIG WALL AS REQUIRED (TYP FE` - --- s CONSTRUCTION NOTES 50' VC 102.47' VC 1 SAWCUT AND JOIN. PI ® 59+55.00 PI ® 61+ 0.00 EL = 1112.40 0 86.9T VIC 103.01' VC 54.34' O2 CONSTRUCT 5" AC ON 6" CAB. EL - 1102.15 U UOf rn o o U o0 y9l, UPI ® 63+40.00 PI 64+85.00 EL = 1110.55 CU B RETURN CONSTRUCT A2-8 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. o o O 3 f- . W o ~ EL = 1112.41 \4 n\4 A\ 1 + '� O o o O ~ oo r � U "`'� 11- o r- U v v 3a CONSTRUCT A2-6 PCC CURB AND GUTTER PER CITY STANDARD PLAN 104. NOTE: C4 a �' °' N 0 "t + � rn g � r o � ,�h' + o��� o ^� n o `n O ►- � U cv v U Ut- + + - O Op M mi a3 06 ^' O ON O p H F- H m 'n m 0) o $ rn o cD vi to r p + p'` UD �'`.�� i 6 .+ o cv a "� o cD $ N p ,.� M r N O CONSTRUCT DRIVE APPROACH PER CITY STANDARD PLAN 101. (SEE PLAN FOR "W') TOP OF WALL SHALL BE CO STRUCTED O �' ^ + o o + °' Ln N o `° o r'' C6 I? " ,��'�' >>> ,��L' �- C° � + + + o - u7 00 ,� O5 CONSTRUCT TYPE C DRIVE APPROACH PER CITY STANDARD PLAN 101 (SEE PLAN FOR W). LEVEL BETWEEN PILASTERS' o So `° � ¢ - r + TW d 3p .~ 6° tO cD cD rn _ - O6 CONSTRUCT TYPE R-1 DRIVE APPROACH PER CITY STANDARD PLAN 101 DETAIL t- rn f- a, EXIST SURFACE R=1.D7% - - f AND DEPRESS 2" AT BACK OF WALK. D� + @ 44' /O C/L CONSTRUCT CURB ACCESS RAMP AND CURB RETURN PER CITY STANDARD PLANS 102 AND 103. r 6O w -� ST F O8 CONSTRUCT TYPE B-1 CURB ACCESS RAMP PER APWA STD PLAN 111-2. >> @ 38.5' W/0 C/L PROP SED TC ami c14 Og CONSTRUCT 4" THICK SIDEWALK PER CITY STD PLAN 103. U ° _ ll + _ - �, TOS 30 106 of ,To�6 8 p 12 9 0, @ 32' W/O C/L 0 8 % To1p33s TOF �D of 210 VCs �o o PI ® 63+40.00 200 VC 4-0 10 CONSTRUCT SIDEWALK RETURN PER CITY STD PLAN 103. -- - PI ® 61+60.00 EL 1112. 1 V) cD EL = 1112.42 PI ® 64+85.00 EL 1110.56 - w Ln w cD 11 REMOVE AND CONSTRUCT PORTION OF EXIST. CROSS GUTTER PER CITY STD 106-A. 1100 ` � y0 o L ►� w wwN N U to (n (A V) 1 0 - i Op.O cn o 00 g L g o + - g o w o w 0 En O w o U- �• �• 12 CONSTRUCT MASONRY RETAINING WALL AND TUBULAR STEEL FENCE AND PILASTERS P OPOSED TC w N Ln o w SOF 11Q O ' o <n a o 00 - N o Lo ori `D Ori Run o a `� o d' o rn $ N g M PER CITY STD 604 AND PER DETAIL ON SHEET 4. 32 W/O C/L w p r o T N O w7 00 100 VC ao O N + `n `° N °' `t '� '`� ``� +ci ?CN 12 CONSTRUCT MASONRY RETAINING WALL WITH TUBULAR STEEL OR CHAIN LINK FENCE ON TOP PI ® 59+55.00 EL = 1102.1 t.. to © 0° +� N N �`+ M ►� M N .- + + ~ + = ( SEE PLANS FOR "h") PER CITY STD 604 AND 607 OR 608 AND PER DETAIL 5 SHEET 6. p p + cD p tD cD cor­ C to o °' tD �° tO 12b CONSTRUCT MASONRY RETAINING WALL PER CITY STD 604. to w + - En a U- + o - U 13 FURNISH AND INSTALL FIBER OPTIC (FO) CONDUIT PER DETAIL 1 SHT 3. -- --- _ _ �- - - Cn LL- cn �- g dujn- o `n a f° r s i � L F�Et ¢ U a 0 a U 0 14 GRADE AT 2% FROM CURB TO "W" BEHIND CURB THEN GRADE AT 2: 1 SLOPE. cn w `n r o '� 'n `� + o HERMOS I AVE. C/L o N cD ao r�� o in 0 z ~ " „ U- o � + o a) 5. 0�° X _ - '� o °+ 00 to +° rn w 15 INSTALL 2x6 REDWOOD HEADER. O o p p p + r)CY) `8 64 VC FS M in W) + M .- + rri M N + N r) t- DO , O N m rn °i - - t� .- N �`� '`� 'a N + N N 16 FURNISH AND INSTALL 3X5 CONCRETE PULL BOX BEHIND CURB AT 1000 MAX INTERVALS ALONG a 00 °) + o - - - PIC�D61+60.00 EL=1112.40 HERMOSA AVE. C/L w + cD - + 0 OD - m N 0 r- � �r THE FO CONDUIT AND AT ALL TERMINUS POINTS WITH THREE (3 ) FOOT RADIUS FOR CONDUIT 1 97%; CD 0 � `- SWEEPS AND PULL ROPES INTO EACH PULL BOX SHALL BE CONSTRUCTED PER DIRECTION 1100 in 2.11% MEDIA 2.11% m U + 1 100 OF THE ENGINEER. 13.57' !MEDIAN CURB 17 BACKFILL EXIST. CONC CULVERT WITH SLURRY CEMENT BACKFILL. - 60• VC c3 o r d 124.54' 18 CONSTRUCT TYPE 2 PARKWAY DRAIN PER APWA STD 151-1. PI ® 59+55.00 o u7 oy ao Qi ` ± 19 CONSTRUCT 2' WIDE CONCRETE "V" GUTTER PER DETAIL 2 ON SHT 3. EL = 1102.15 v ri = + O cD n - + 1101� - 20 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONST. NEW D/W WITH 4" AC ON NATIVE. o 0 t* �_ _ I - oma_ o U ~ oo ~ �- ® REGRADE EXIST DRIVEWAY TO 8% MAX SLOPE. N o cr) 0�° _ ��p� �, I + 32' E/O C/L�0�0 00 M + ro + i 21 COMPLETE E THEN CONSTRUCT METAL M.H. COVER PER MANHOLE CURB COVER DETAIL N, + cD 0 row'°0 cD , to (D IN THE SPECIFICATIONS. cD cD 23 CONSTRUCT MEDIAN WITH TYPE A1-8 CURB PER CITY STD. 104 WITH COBBLESTONES PER CITY STD. 542 CASE 1. To 86.974 VC 200' vc _ 24 1100 _ - ' ' _ _ _ - - - -'� p F PI ® 63+40.00 PI ® 64+85.00 E 1110.55 1 00 O CONSTRUCT REINFORCED CONCRETE STAIRWAY WITH METAL HAND RAILINGS ON EACH SIDE OF EXIST. 5U�2FAC EL = 1112.41 STEPS PER APWA STDS 606-1 AND 640-0. PftOPO ED TC 44' E/O C/L PROFILE SCALES : 25 REGRADE EXIST. D/W TO 8% MAX SLOPE AND CONSTRUCT 6" THICK PCC DRIVEWAY. (C� 32' E10 C/L 26 CONSTRUCT TEMPORARY CMP CATCH BASIN PER CITY STD. 311 AND CONNECT TO 30" HORIZONTAL : 1 "=40 ' RCP STORM DRAIN WITH 18" RCP, 2000-D CONNECTOR PIPE. VERTICAL : 1 "=8 ' 28 CONSTRUCT FO CONDUIT IN STEEL CASING PER DETAIL 4 ON SHEET 4. 29 INSTALL STD NO. 9 AUTOMATIC GATE-TYPE SIGNAL BY SCRRA. 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 65+00 30 INSTALL GTE 466-78" MANHOLE DEEP BASE. 31 RECONSTRUCT A PORTION OF CLF TO JOIN THE NEW RETAINING WALL. 12b �o 6' 1 2 2 <� -H 24 L=2' 32 INSTALL CPUC STD. NO. 8 FLASHING LIGHT BY SCRRA. - o l-- 2 � �o� 35 2 35 ,� SEE MODIFIED RAMP DETAIL ,n z 2 cv Q��+ a? ¢ W=4 TO THE LEFT HEREON. 44 35 INSTALL 5'-8"h (UNLESS HEIGHT NOTED OTHERWISE ON PLAN) SLIDING GATE PER DETAILS 35 3 p w Q 2 5 35 J 3 JQrn 2 5 2 2 T=12" 42 ON SHEET 2. (SEE PLAN FOR "W") 0 + w > 3 Q 3 Q) 3 wcn`n 3 1 oo w U N C=6„ 8TH STREET 41 CONSTRUCT BRICK AND MORTAR PLUG. cD t)p (n Q in U O U I j ~ c0 w F-Q O O 00 0- cD Q I - z - II 0_ 1 8 O 0 z 3 w rh cD s_g f SEE SHEET N0. 5 jl 42 CONSTRUCT CURB OPENING CATCH BASIN, W-3.5 , OR AS NOTED ON ALL PLANS 3 `jj c 110 rn O -fN w O - 2 _ 0 00 U) m Q ~ m II II N� oD 3 r I w a, � cD� w L5 0) F- N � 3 �� o " " ''� PER CITY STD. 300. 3 a� o y N in 30 a, o 13 00 w TRANSITION 0 TO 8 CF 00 p , 'n op r 311 +I� o II o ��3 o win w �n o r N °)I3 r� w BOTH SIDES OF HERMOSA AVE. 06 0� I 43 CONSTRUCT CURB OPENING CATCH BASIN W=7 PER CITY STD. 300. r (I U 00 I �I I rn m O , moor O -! 3 z 0_Q U cD J�'� Z r') Q) 3 + ca O + D c0 00 C7 o 00 Uj w rn L � �_ �- U z II ~ II O o �� �z �+ �+ v I ( + m 44 CONSTRUCT LOCAL DEPRESSION H=2" K=5' PER CITY STD. 307 CASE E. LO 1 N 0 (nam - J o �J co + r 10 +11.93 ' ' LO Lr) 0_ O z W 1 cD U cD w f F W iv o U ~ 11 w ow0° o + 1 c0 c) I+ III ECR 0 4 3 1� 45 INSTALL 18 REINFORCED CONCRETE PIPE, 2000-D, PER CITY STD. 341. z EX. 48" I U U 3 U o U � o U U � J � 2 J 1 I rn STORM DRAIN J m + w cO 9+28.35 cD '`' ' O 2 a Z w U J II ^) 54 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER CITY STD. 333. �� _ �r-=>•r�r >• 0 2 J �' B C B c° U c� 0 0 3 J z 9+33.92 10 _ I rn •• SAWCUT AND JOIN. LO A V) o C� U J O✓ BCR- JO Q R/W-�- 0 '� Q 15 0 0 1 8O 10 N ro � J 3 cn BCR JOIN EXIST NG 8 ` 55 CONSTRUCT SEWER LATERAL AND STUB AT PROPERTY LINE, PER CCWD STD. N0. 1 1 t 3 2 ►'� 56 7 R 5 j \ cD w ,� z o_ w X w 15, 16, 17 & 21. CHURCH STAIR DETAIL 10 1 3 '� v w 17F-0-L- AQ 11 " - \ Z j _ - - I - - oo� 56 PROVIDE 2 SCH. 40 PVC SLEEVE FOR FUTURE IRRIGATION. - - - 4 - - 24 �IA 61+54.97 N T - -- -- --- - �- _ - i �� 7 O _0 00 STAIRWAY - - - --7--- - _� - - - - - - c - _ _ .. - - _ -- - X- -_ - -- - DISPOSITION NOTES -T t _X 56 - �=7 -7 } 5 T EXIST �ERM� 21 g 65+41.07 ( x 1 X �t R=7 =7 9 56 11 o C-4 1 PROTECT IN PLACE T.S. POLE 1 X '� 3 3 9 YAUIr Q 0 10 co in 3 6 23 R=4.5 PO 10+00 6 57+00 58+00 7 59+00 55 60+00 61 +00 10 �6 E 32 / 63 0 `r 2 54+00 65+00 7 2 REMOVE AS NECESSARY TO CONSTRUCT NEW IMPROVEMENTS -- CURB 7 2 4 13 16 7 2 7 r 23 6 _ 1_ 3 REMOVE AND SALVAGE 2% RAMP N00'1'8'45"W -� - + 16 - -- -- } -- - - o I - „ 3 8.33% MA 20 R f 30 O - 21 10� Ln 54 N00'48 16"W 4 TO BE REMOVED BY OTHERS 13 F0 4' = 62+ 0 , ►� iv 5 TO BE RELOCATED BY OTHERS 45 9 c� o � n \ 10 16 ADJUST MANHOLE TO GRADE -- M SA A --- _ �___ _ 7 ADJUST WATER VALVE COVER TO GRADE +00.00 �{ �T. 23 __ __ _ _ - - �� - XIST -- - N - - \� - nL - - 8 ADJUST COVER TO GRADE - 12 00� 9 ADJUST TO GRADE 8 F7 � �' D 1 Y `o 8 17 �- co -� r �� 00 z J 29 J Q 10 REMOVE TREE AND ROOTS MODIFIED RAMP 00 Q Q w� W=5 / 19 28 J Z 12 REMOVE INTERFERING PORTIONS OF CONCRETE RUBBLE NW & NE CORNER n 3 C w Z " _ 10 c 10 13 Q Q / o �� o z I „ ~ 0 0 '•'-' °0U 2 cn B 7 _ 10+71.D9 3 > �- � CHANNEL INCL. HEADWALLS AS NECESSARY TO CONST. (NTS) m ( + -1 I 1 z 1 O w m 23 Q w 12 h=6' 4 Q /� 1 CL J BCR Q _j I + X i.-: g Q 11 J N z 13 REMOVE EXIST. CLF AND SALVAGE GATE AND INSTALL NEW SCALE 1"= 40' r z "� } p w w i., 10+82.42 o U 3 0 o CLF AND EXIST. GATE AT THE R/W LINE PER CITY STANDARD oo LO o > Q � 3 u7c� wQ w U w = z 21 6 w I 22 �I wo' w o�03 11 1 rn � CLF OR TUBULAR STEEL FENCE w a O Q 0 r o N �3 3 � U w `� m ECR , O 0 zQ : Y Q 1 0 0o m w 3 O o PLAN 607. � PER CITY STD. 607 OR 608 1 p -' rn 1 1 2 x m 1 0 z d x f- o �h-6 I I o Q U w o + 1 ori o_ + U U + _ 56 0 3 U Ln (D 0 >- O O L 1 z "Co 00 \ w U w c� w c�> �t w w 3 + f- 06 3 `n cD 5 � - LnU 3LZ Oz + 0= A � cow mw ( � cn Mo ao cDU CITY ,n o x m 1 z �- U w + o z U + N0 . DESCRIPTION OF REVISION DATE -SW I I 00 1 p o cD m j +, � � �- N � Z � � 2 9 � v U') APPROVED 2% C&c 1 o+ "i co NECEC14 In Lq DSSARY TO 2 E AS30 cow o 4 x oo � 42 44 4 CITY OF RANCHO CUCAMONGA 1 �� FACILITATE 8TH STREET ct (6 0 � w + o DRAINAGE. SEE SHEET NO. 5 + - RETAINING WALL TUBULAR STEEL 26 4 � m m `D �'' PLAN AND PROFILE PER CITY STD. 604 FENCE PER CITY HERMOSA AVENUE HERMOSA AVENUE II _12' � STD. 608 (TYP.) _, -� 19 REMOVE EXISTING & CONSTRUCT RR CROSSING SURFACE BY = _ SECTI ON A-A SCRRA TO THE LIMITS SHOWN ON THE PLAN. 4,ROF ESS/ (5' PARKWAY) 5' 12 REMOVE INTERFERING PORTIONS OF CONCRETE/RUBBLE 20 REMOVE ALL EXIST. IMPROVEMENTS FROM THE PUBLIC �� Q�ql H E RMOSA AVE . x SWI CHANNEL INCL. HEADWALLS AS NECESSARY TO CONST. R/W EXCEPT AS OTHERWISE NOTED ��� �pE1 1. ���/,���.� 2% / CURVE DATA IMPROVEMENTS ALONG HERMOSA AVENUE 21 REMOVE WOOD, METAL & CONC MEMBERS & STA 58+05 . 00 T O 65+85 . 00 Underground Service Alert C&G -- RETAINING WALL NO DELTA BRG RADIUS LENGTH TANGENT 13 REMOVE EXIST. CLF AND SALVAGE GATE AND INSTALL NEW FOUNDATIONS AS NECESSARY TO CONST. I w 1 PER CITY STD. 604 CLF AND EXIST. GATE AT THE R/W LINE PER CITY STANDARD IMPROVEMENTS `. `r C 336,6 PPROVED BY : DATE : A 89'39'23" 40.00' 62.59' 39.76' PLAN 607. '� 3 -3I-o I TY ENG I NEER � - � Exp._ 5 cu R .C . E . NO . 24953 _ B 60'39'23" 55.00' 58.23' 32.18' 22 MODIFY EXIST. STEPS TO MATCH NEW GRADE AT ` Call: TOLL FREE 15 RELOCATE WATER METER & COVER BY OTHERS BACK OF SIDEWALK fes, C1VI1, �Q MRRIS RBPTS r C 72'29'18" 40.00' 50.61' 29.32' 16 CRUSH THE TOP OF EXIST. CATCH BASIN & PLUG 2© MODIFY OUTLET PIPE FROM EXIST. CB & CONST �' F(?/ CAt\FO� `-" R�) A Subsidiary of Westrion 1_800 D E T A I L 5 NOTE: OD 90'20'37" 50.00' 79.05' 50.30' EXIST CONNECTOR PIPE W/ 8" BRICK AND MORTAR CURBSIDE DRAIN OUTLET PER CITY STD 107-B � ... aAN 400 N. Tustin Avenue suite 230 _ NTS FENCE POSTS SHALL BE " ' AND BACKFILL CB W SAND SLURRY Santo Ana, CA 92705-3813 (NTS) E 88'57'25 35.00 54.34 34.37 / Tel (714 973-2230 227-2600 SECTION B-B EMBEDED IN RETAINING WALLO 24 RESET EXIST. GATE POSTS AT R/W IN 18 CONC °M Fox (7,�) 973-2263 6 l 2- (12' DETAIL SHEET 4. OF 89'39'23" 32.00' 50.07' 31.81' 17 REMOVE EXISTING CATCH BASIN THEN COLLAR EXIST. 21 FTGS TO ALLOW FOR NEW DWY AND RELOCATE GATE }]r//r,���r�pp -- -- 0`- � " __ _ PU.,'..,.-"'L)(^tn� Supervision^cf: - - c{-2 Z-o�. ~y� (12 PARKWAY) CONNECTOR PIPE & CONST. 18 RCP TO JOIN NEW � , CB AS SHOWN ON PLANS 25 RESTORE AND ADJUST SURVEY MONUMENT TO GRADE FEW 1769 c TW'� iNORKING DAYS BEFORE YOU DIG - -- -t h�IIS INSTALL 8 0 Ln I I I I 1 Ld I , 00 H I REMOVE EXISTING EDGE STRIPE w I I ( MAIN STREET TO FERON BOULEVARD - SCALE: 1 " = 40' I ! N APPROXIMATELY 365 FEET ) AND 1 I 3 EXISTING MERGE ARROWS. I I I EXISTING ❑2 I N � I 140' 95' 50' 1 18' 18' 1 Rrss• I + REMOVE 7 I INSTALL g EXISTING EXISTING EXISTING I EXISTING I +RHO 12 INSTALL 10 mss, Res EXISTING 1 -� a a 1 9 ( Y—� o 14 13 EXISTING e::❑ i ❑ r o W I ' O ' ❑ 1 H E R M 0 S A o dOIS, A V E N U E W 7r7 M —' -- 11 ■ o a o12 W RRSw —13 Lw sw2W DY W W DY DW DY �� 2W o .55 ,56 _ ,51 X58 _ .59 - .60 —.61 + ++ + + 63 0, X61 — �-r6� +-- +c ■*_o — 2W RR RR BW DY — — --BW — - - 2W �, — — — — — --------------- SW — — _ — — — LW — — SW _---------________________________ ♦ I I ` -__-- ♦ � . 'l -` W � 1. .( !• 4 -- - -- --- -- -- -- -- --- -- -- -- -- �------ - -- __ _ W -- Ac REMOVE 7 ( Y ' W +R•Qs EXISTING[ l] INSTALL 8 8 INSTALL \ o '-� - a EXISTING ❑1 1 R.1 EXISTING 1 EXISTING I EXISTING +R•d0' r r I r I / / / / REMOVE EXISTING EDGE STRIPES AND 150' I 2t 2t 1 50 30 30 15 3 EXISTING MERGE ARROWS. I I POCKET BREAK BREAK DY 50 400' I I �' 269' w I REFERENCE Z _ r J 540' 60' 70' 1 ---� z BREAK REFERENCE I I w J r = i z I J = LLI Q F- F- I z ' 0 r I O W W -- -- c 0 I cr I-- J I N 0 z CL C) w .. F- ad V) p_, Q x z w ►- a o Z b, ixo �❑8 INSTALL r`-- Sfplll AL_ STRIPING d. MARKINGS LEGEND SIGNAGE LEGEND NOTES DY = DOUBLE YELLOW PER R. C. STD. 133 ITEM DESCRIPTION SIZE 1 . PAVEMENT MARKING STENCILS SHALL MATCH CITY STENCILS EXACTLY. 2W TWO-WAY LEFT TURN PER R. C. STD. 133 2. ALL STRIPING AND MARKINGS NOT CONFORMING TO THIS PLAN SHALL BE REMOVED BY SANDBLASTING AS DIRECTED BY THE ENGINEER. W 12" WHITE PER R. C. STD. 133 71R26( S ) SIGN � 12 " X 18" 3. ALL STRIPING AND MARKINGS SHALL BE BEADED. TWO COATS OF BW = 8" WHITE PER R. C. STD. 133 F2 ] R1 SIGN 30" PAINT ARE REQUIRED. FIRST COAT SHALL DRY TWO WEEKS BEFORE R61 LW 100' LONG 4" LEAD WHITE PER R. C. STD. 133 F31 R18. 2. 1 ( RT. ) SIGN 36�� APPLICATION OF SECOND COAT. ( 39" X 30" ) 4 . STRIPING LAYOUT SHALL BE APPROVED BY THE ENGINEER PRIOR TO SIGN DETAIL SW 4 SKIP WHITE PER R. C. STD. 133 4 W11 SIGN 36 PAINTING CONTACT THE ENGINEER 48 HOURS PRIOR TO LAYOUT. SCALE. NONE DW = 2-12" WHITE SEPARATED BY 12" [ 5] R63 SIGN 24" X 30" 5. STRIPING LAYOUT SHALL BE SUPPLEMENTED WITH RAISED PAVEMENT MARKERS PER DETAILS IN RANCHO CUCAMONGA STANDARD PLAN 133. RR = 24" WHITE ❑6 W75 SIGN 36 AND PER DETAILS IN THE CALTRANS STANDARD PLANS A-20-A. - A-20-B AND A-20-C. RAILROAD CROSSING MARKER F7] W17 SIGN 36 S1� - 6. DOUBLE YELLOW STRIPES SHALL HAVE 3" PAINTED BLACK LINE U� "STOP" LEGEND ❑8 W41 SIGN 36" SEPARATING YELLOW LINES. "SIGNAL" LEGEND F91 R2( 45 ) SIGN 36" X 45" 7. CONTRACTOR SHALL FURNISH AND INSTALL THE REQUIRED QUANTITIES `�,n = OF SIGNS. SIGN POSTS AND PAVEMENT MARKINGS AS NOTED HEREON IN "AHEAD" LEGEND 10 W47 SIGN 36 AT THE DIRECTION OF THE ENGINEER. 4� = 45 MPH LEGEND Fl 11 W48( 2 ) SIGN 30" X 24" 8. CROSSWALKS SHALL HAVE 10 FEET BETWEEN 12" WHITE STRIPES AND SHALL START AT HALF-DELTA, UNLESS OTHERWISE N0. DESCRIPTION F CITY = STATE TYPE I V TURN ARROW " 0 REVISION DATE APPROVED: N � 12 R7 SIGN 24 X 30 DIMENSIONED. 0 Q 4 = STATE TYPE VII TURN ARROW [13] TYPE N-1 MARKER 18" CITY OF RANCHO C U CA M O N GA �� = STATE TYPE VI MERGE ARROW 14 R61 SIGN 39" X 30" 0 ------- EXISTING STRIPING TO REMAIN STRIPING SIGNING PLAN W CONSTRUCTION LINES SEE DETAIL HEREON. 0 = H E R M O S A AVENUE 8i[ w ( ) 8TH STREET INDICATES DETAIL PER CALTRANS STANDARD , t k� SIGN ON LIGHT POLE QQ4 Q� APPROVED BY • DATE: z PLANS A20-A, A20-8 AND A20-C FESS/ ` oM SIGN ON GREEN STEEL CHANNEL ��� ���► C• S `y� CITY ENG I NEE � "t R.C.E. NO. 24953 DESIGN P R E P A R E D g Y RECOMMENDED 00 No. 18707 WCS WARREN C . S I ECKE J ACs uj 4( Exp.6-30-05 cl fl�lF DRAWN TRANSPORTATION SHEETY1 ENGINEERING 7 ZOf CUS 20142 CANYON DRIVE OF CHECKED YO BA LINDA, AL T�ORN I A 92 86 �� � �7 �2 DRAWING N0. WARREN C. SIECKE R.C.E. NO. 18707 1769 CITY OF RANCHO CUCAMONGA BENCHMARK: SHALL BE THAT USED WITH THE LOWER HERMOSA STORM DRAIN AND STREET WIDENING PHASE 1 IMPROVEMENTS, CITY DRAWING NO. 1735, DESIGNED LOWER HERMOSA AVENUE PHASE 11 INCLUDING I BY NORRIS-REPKE, INC. FOR THE CiTY OF RANCHO CUCAMONGA. Underground A PORTION OF PHASE I WORK Service Alert Call: TOLL FREE 4TH STREET TO NORTH OF THE METROLINK TNORTH OF 8TH STREET 01-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG PHASE I COMPLETION OF STREET WIDENING AND AC SURFACE COURSE PAVING PHASE 11 STORM DRAIN , STREET WIDENING , TRAFFIC SIGNAL & SAFETY LIGHTING , GENERAL NOTES: UTILITY UNDERGROUND AND RAILROAD AT - GRADE CROSSING IMPROVEMENTS 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 &L---DJI RDJ U u�,-� supplement. �7 C�O U9 -_N ANON I 2. Public and Private utilities and substructures shown hereon are from available records. The � �o �'� I Contractor shall be responsible for protecting all utilities and substructures as shown within the �� Nµ ST construction limits of this project and shall be responsible for any damage as a result of the construction operations. W'LY E'LY 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two R/W C&G CENTERLINE PROFILE PER PLANS C&G R/W ■ P,�, �N working days prior to construction or regarding any problems. L UNE Southern California Edison Co. - EMERGENCY ONLY 800 611-1911 12' 32' i 32' 12' Southern California Edison Co. - Curt Home 909 930-8540jB'Jc� cHu A Southern California Gas Co. - EMERGENCY ONLY 800 427-2000 CONSTRUCT MISSING PCC SIDEWALK Southern California Gas Co. - Jim Ming 909 335-7530 BETWEEN 5TH ST. AND 6TH ST. , i FWMetropolitan Water District - Joe Martinez 909 392-5095 PLACE .15 t AC (SURFACE COURSE} 66 Verizon - Dallas Stringer 909 469-6339 ,, ,, , Ela❑ Verizon - Steve Hock 909 469-6327 EXISTING EXISTING .30't AC (BASE Cucamonga County Water District - EMERGENCY ONLY 909 987-2591 C&G i COURSE)/6" AB EXISTING BNSF RR Cucamonga County Water District 909 483-7440 ..... .......... . ................. ........ Charter Communications - Me. Xochitl Ortega 909 343-5161 C&G 1F I..........1.1........k i....6TH ST Charter Communications - Christian J. Leese 909 352-6404 Inland Empires Utility Agency - Taghi Monzavi 909 357-0241 F _.. 1�4TH • 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Department and any affected school district, 72 hours prior to construction PROJECT Indicating any detour and/or road closures. 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) TYPICAL STREET SECTION - PHASE I LOCATI O N 477-2740ext. 4075, Monday - Thursday, and at least two working days prior to the construction start date. HERMOSA AVENUE LOCATION MAP 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or NW M soKE encroachment within any City of Rancho Cucamonga easement or rights-of-way. TON 0 6TH ST.7. During the construction operations and prior to the full street closure, Hermosa Avenue and 8th PHASE I STREET RM NOTES: 4TH ST. Street may be reduced to one Ions. The contractor shall provide flagman control during this time. All REFER TO DWG NO. 1769, AS MARKED, FOR THE FOLLOWING. INDEX other times one 12' lane in each direction shall be maintained evenings, weekends and all other non 1. LIMITS OF WORK FOR THE COMPLETION OF THE AC PAVING. working times. The traffic lanes shall be maintained on pavement, and shall remain unobstructed. 2. FOR ADJUST TO GRADE OF MANHOLES AND VALVES. CCWD WILL PROVIDE SLIP CANS AS REQUESTED N .T. S . B. Work is required on and across the Southern California Regional Rail Authority (SCRRA), Metrolink, FOR ALL WATER VALVES REQUIRING THEM TO BE ADJUSTED TO GRADE. TITLE SHEET right-of-way. The Contractor must follow and comply with the 'Right-of-Entry", SCRRA Form No. 6, 3. FOR THE CONSTRUCTION OF THE MISSING PCC SIDEWALK ALONG THE WEST SIDE OF HERMOSA BETWEEN Rules and Requirements for Construction on Railroad Property, SCRRA Form No. 37, and General 5TH AND 6TH STREETS, AND FOR THE PORTION OF THE BUS BAY LOCATED AT THE SWC OF HERMOSA CITY OF RANCHO CUCAMONGA IMPROVEMENT DRAWING NO. 1769 Safety Regulations for Construction/Maintenance Activity on Railway Property, all of which can be AVE. AND 6TH ST. TO BE CONSTRUCTED PER CiTY STD. NO. 119 PHASE II IMPROVEMENTS SHEETS 1 THRU 12 found in the Contract Specifications. 4. SIGNING AND STRIPING. CiTY OF RANCHO CUCAMONGA IMPROVEMENT DRAWING N0. 1735 9. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall 5. SIGNING AND STRIPING FOR STH STREET SEE CITY DWG. NO. 1741-S. PHASE I IMPROVEMENTS take sole responsibility for the repair/replacement, at no coat to the City, for any damage to said 6. FOR THE TRAFFIC LOOPS AT THE INTERSECTION OF HERMOSA AVE. AND 6TH ST. SEE CITY DWG. NO. SHEETS 1 THRU 10 underground utilities, pipes and structures. 1741-S, AS MARKED. NOTE. PLAN TO SHOW THE SHEETS WORK NEEDED PD SE 1 ARE COMPLET�E�PHASE 1 10. Contractor shall verify all conditions and dimensions shown on the plana at the sits prior to W'LY EP E'LY IMPROVEMENTS commencement of any work. All discrepancies shall be reported for direction immediately to the City. R C&G CENTERLINE PROFILE PER PLANS C&G R/W CRY OF RANCHO CUCAMONGA IMPROVEMENT DWG. N0. 1741-S 11• On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall TRAFFIC SIGNAL IMPROVEMENTS AT HERMOSA do 6TH STREET possess any and all contractor I'icerimm, in form and class as required by any and all applicable 12' 32' 32' 12' SHEETS 1 THRU 3 laws with respect to any and all of the work to be performed under this contract; Including but not NOTE. USE THE PLAN SHEETS FOR THE TRAFFIC LOOPS limited to a Class "A" License (General Engineering Contractor) in accordance with the provisions of AND FOR THE SIGNING AND STRIPING ON 6TH STREET. the Contractors License Law (California Business and Professions Code, Section 7000 et. seq.) and 20't 10'f PLACE .15'f AC (SURFACE COURSE) rules and regulations adopted pursuant thereto. 2' UTILITY UNDERGROUND PLANS EXISTING SURVEY MONUMENTATION EXISTING EXISTING .30't AC (BASE COURSE)/ " AB SOUTHERN CALIFORNIA EDiSON UNPAVED AREA, C&G EXCAVATE AND EXISTING DWO NO. 6434-7127, 2 PLAN SHEETS All existing survey monuments that could be or are disturbed by this project shall be located and PLACE 5-AC/6- CAB VERIZON referenced prior to construction by the City's Constuction Surveyor, and if disturbed shall be reset by C&G WORK ORNER NO. 519-3PO01 XV, DWG. NO. A & B the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. 2 PLAN SHEETS See Plans for locations. BASIS OF BEARINGS SHALL BE THAT USED WITH THE LOWER HERMOSA STORM DRAiN AND STREET WIDENING PHASE 1 IMPROVEMENTS, CiTY DRAWING NO. 1735, DESIGNED BY NORRIS-REPKE, INC. FOR THE CITY OF RANCHO CUCAMONGA' TYPICAL STREET' SECTION - PHASE I --IV, EXISTING R EXISTING FINISHED SURFACE HERMOSA AVENUE q 3\No. 24953 _ FINISHED SURFACE CHARTER n Z ABBREVIATIONSExp. 12-31-05 AB AGGREGATE BASE SCE VERIZON N/O 6TH ST. TO 3509S/O 8TH ST. �, CIVIC- �* OF C AC ASPHALT CONCRETE CAB CRUSHED AGGREGATE BASE * N .T. S . CdcG CURB ac GUTTER 30 I NOTE: VERIZON IS OFFSET F� CENTERLINE Ll SOUTH IN ITS OWN TRENCH sCE ri 1, MID DOES NOT CONTINUE CITY OF RANCHO CUCAMONGA DWG DRAWING NORTH OF 8TH STREET E'LY EASTERLY UNDER THE RAILROAD 3. � EP EDGE OF PAVEMENT � UNDERGROUND NOTES: TITLE SHEET �� N/0 NORTH OF TYPICAL JOINT � ��1. THE FIRST ORDER OF WORK SHALL BE THE UTILITY UNDERGROUND CONDUIT AND STRUCTURES. PP POWER POLE TRENCH DETAIL 2. THE CONTRACTOR SHALL PROTECT AND SUPPORT IN PLACE THE EXISTING POWER POLES DURING LOWER HERMOSA AVE. PHASE II R/W RIGHT-OF-WAY TYPICAL JOINT TRENCHING, INSTALLATION OF THE CONDUIT AND STRUCTURES, AND BACKFILL OF THE TRENCH. INCL A PORTION OF PHASE I WORK 3. ST STREET HERMOSA AVENUE THE CONTRACTOR SHALL PROTECT AND SUPPORT IN PUKE ALL EXISTING IMPROVEMENTS DURING 200 f S/o 8th St. to TRENCH DETAIL TRENCHING, INSTALLATION OF THE CONDUIT AND STRUCTURES, AND BACKFILL OF THE TRENCH. 4TH ST. TO N/0 THE METROLINK TRACKS N/0 8TH ST. W'L SOUTH OF 4. THE EXISTING POWER POLES WILL BE REMOVED BY OTHERS AFTER ALL UNDERGROUND CONDUIT AND Y WESTERLY N/o Metrolink TnQGk� SE� STRUCTURES ARE IN PLACE AND THE UTILITY COMPANIES HAVE TRANSFERED WIRES. APPROVED BY: - DATE: 5. TRENCH REPAIR SHALL BE PER CITY STANDARD N0. 120. CITY ENGINEER RCE: 495 REFERENCE DRAWINGS 1. REFER TO THE APPROPRIATE AGENCIES UTILITY 5. THE HORIZONTAL AND VERTICAL ALIGNMENT OF THE JOINT TRENCH AND CONDUIT PLACED SHALL BE CITY DRAWING NO. 1735 UNDERGROUND CONDUIT PLAN REFERENCED IN THE DE" 'LAN PREGARED Py Coln LOWER HERMOSA STORM DRAIN AND STREET WIDENING - PHASE I INDEX FOR THE REQUIRED NUMBER OF CONDUITS FACILITIES. DAS NECESSARY TO AVOiD CONFLICTS AND DAMAGE TO EXISTING SURFACE AND SUBSURFACE AND SIZES. JAD/UTiOESZNRI CITY OF RANCHO CUCAMONGA 7. THE CONTRACTOR SHALL INSTALL ALL CONDUITS WITH PULL ROPES AS REQUIRED BY THE PLANS. 10500 CIVIC CENTER DRIVE 2. PRECISE LOCATIONS SUBJECT TO APPROVAL OF RANCHO CUCAMONGA, CA 91730 SH�r UTILITIES JAD/UTILITIES/NRI 1 OF DESCRIPTION OF REVISION DATE A�ovm: JAD 49/02 ME � o� 769a or►TE � No "-114