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HomeMy WebLinkAbout1743I FOOTHILL BLVD.ROUTE 66) y 0 F Or A ARROW ROUTE z S.C.R.R.A. oc SI TE YQJ U O uj O 3 6th STREET w N.T.S. I i i VICINITY MAP i I I I PROJECT SHEET INDEX PROJECT TITLE SHEET 1 SHEET PLATFORM PLANS 2 SHEETS LANDSCAPE PLANS 9 SHEETS SITE IMPROVMENT PLANS PREPARED BY L.D. KING, INC.PREPARED BY L.D. KING LYNNE DEANE BARBARO, INC. PREPARED BY L.D. KING, INC. PA-1 PLATFORM EXTENSION PLANS L-1 TITLE SHEET SHEET INDEX 13 SHEETS PA-2 DETAILS L-2—L-4 IRRIGATION PLANS L-5—L-9 PLANTING PLANS G-1 TITLE SHEET G-2 GRADING PLAN — PERMANENT LOT PLATFORM STRUCTURAL PLANS 3 SHEETS G-3 GRADING PLAN — PERMANENT LOT PREPARED BY W. KOO & ASSOCIATES, INC. G-4 GRADING PLAN — TEMPORARY PARKING LOT SITE ELECTRICAL PLANS 5 SHEETSPS-1 STRUCTURAL GENERAL NOTES G-5 GRADING PLAN — AREA IMPROVEMENTS PREPARED BY E.D.S. d PS-2 FOUNDATION PLAN T. G-6 DEMOLITION PLAN E-1 SPECIFICATIONS G-7 SECTIONS PS-3 DETAILS E-2 ELECTRICAL SITE PLAN DESCRIPTION OF CHANGE DATE CITY G-8 DETAIL SHEET E-3 DETAILS APPROVED G-9 HORIZONTAL CONTROL PLAN CITY OF RANCHO CUCAMONGA ARCHITECTUAL PLANS 4 SHEETS E-4 PLATFORM EXTENSION & G-10 HORIZONTAL CONTROL PLAN PREPARED BY WOLFF/LANG/CHRISTOPHER, INC. END CONDITION AND CANOPY PLANS METROLINK STATION - PHASE 2 G-11 UTILITY PLAN E-5 ELECTRICAL SITE PLAN z G-12 SIGNING AND STRIPING PLAN AS-1 TITLE SHEET PROJECT TITLE SHEET G-13 EROSION CONTROL PLAN AS-2 SHELTER PLANS AS-3 STRUCTURAL AND ARCHITECTURAL PLANS APPROVED BY: Dom AS-4 DEMOLITION ROOF PLAN i' ; ESS/ CITY ENGINEER E. N0. 24953 T,p5 H.DESIGN C.P.C. J' L.D. KING, INC. WQ NO. C 21062 ^ DRAWN 2151 E. D ST., SUITE 1008 EXP. 9-30-01 M.S.M. ONTARIO, CA 91764 1C1V1- ` P 909) 988-5492 T-1 0F CAI IF CHECKED Izl3o OD DRAWING NO. DOUGLAS H. MAYS R.C.E. No. 21062 f 7 7 3EXPIRES: 9-30-01 CITY RAN,:H(, ",U;AN G< PROJECT SHEET NO. I OF37t1100 G i 0 NOTICE TO CONTRACTORS t LIN2 Construction contractor 00 _RANCP- 0 C 0 AM 0N 1 0 PHASE co tactor a reel that in 1 accordance with generally accepted r QrrGENERALNOTESconstructionpractices, construction of Gvi contractor will be required to assume sole &Lora S yorf 1.ALL WORK SHOWN HEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OFand complete responsibility for job site conditions during the RANCHO CUCAMONGA STANDARDS AND SPECIFICATIONS, AND APPENDIX CHAPTER 33 OVFcourse of construction of the project, including safety of all OF THE 1998 CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE).CR A D I G I P OKpq" FMN PLANS persons and property, that this requirement shall be made to apply continuously and not be limited to normal working 2. PRIOR TO THE START OF GRADING ALL EXISTING VEGETATION AND DEBRIS, INCLUDING hours, and construction contractor further agrees to defend, EXISTING STRUCTURES, FOOTINGS, FOUNDATIONS, RUBBLE, TREES AND ROOT SYSTEMS indemnify and hold design professional harmless from any SHALL BE REMOVED FROM THE SITE TO THE SATISFACTION OF THE SOILS ENGINEER.and all liability, real or alleged, in connection with the GRADING CONSTRUCTION NOTES SHEET INDEX performance of work on this project, excepting liability 3. AFTER REMOVAL OF DEBRIS, EXISTING FILL OR DISTURBED NATURAL SOILS arising from the sole negligence of design professional. SHALL BE EXCAVATED TO THE SATSIFACTION OF THE SOILS ENGINEER.CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.33' CLASS 2 AGGREGATE BASE.0@,CONSTRUCT 6" CURB ONLY (TYPE A11-6) PER CITY STD. PLAN 104.G-1 TITLE SHEET All contractor and subcontractors performing work shown on4. THE SOILS ENGINEER SHALL THEN INSPECT THE EXPOSED SOILS, AND ANY ADDITIONAL 3 CONSTRUCT 6" CURB AND 24" GUTTER TYPE A2-6 PER CITY STD. PLAN 104. or related to these plans shall conduct their operations so OVER EXCAVATION SHALL THEN BE MADE IN ACCORDANCE WITH THE SOILS ENGINEER'S 14 CONSTRUCT 8" CURB AND 24" GUTTER TYPE A2-8 PER CITY STD. PLAN 104. G-2 GRADING PLAN - PERMANENT LOT that employees are provided a safe place to work and the RECOMMENDATION AND AS CONTAINED IN THE SOILS REPORT. 5 ,66CONSTRUCT CART ACCESS W=12' PER DETAIL 1 ON SHTEET G-7. public is protected. All contractors and subcontractors shall CONSTRUCT PLANTER DRAIN PER DETAIL 4 ON SHEET G-7. G-3 GRADING PLAN - PERMANENT LOT comply with the "Occupational Safety and Health5. THE EXPOSED SOILS SHALL THEN BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, O7 CONSTRUCT 4"THICK X 18"WIDE CURB LANDING PER DETAIL 2 ON SHEET G-7. Regulations" of the U.S. Department of Labor and with the BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 909 OF THE O CONSTRUCT 4" THICK P.C.C. SIDEWALK. G-4 GRADING PLAN - TEMPORARY PARKING LOT State of California Department of Industrial Relations MAXIMUM DENSITY, AS DETERMINED BY APPENDIX SECTION 3305 OF THE 1998 9' CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102. construction Safety Orders". The Civil Engineer shall not be CALIFORNIA BUILDING CODE (1997 UNIFORM BUILDING CODE) OR EQUIVALENT 10 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER DETAIL ON SHEET G-5. G-5 GRADING PLAN - AREA IMPROVEMENTS responsible in any way for the contractor or subcontractors COMPACTION SHALL BE OBTAINED BY THE METHODS SPECIFIED BY THE SOILS ENGINEER.11 CONSTRUCT 4" THICK P.C.C. BIKE LOCKER PAD. compliance with said regulations and orders. 12 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN 106-A. G-6 DEMOLITION PLAN 6. IF ANY UNFORSEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONTRUCTION 13 CONSTRUCT P.C.C. DRIVE APPROACH (W=12') PER CITY STD. PLAN 101-A. THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE SOILS ENGINEER 14 CONSTRUCT P.C.C. INDUSTRIAL DRIVE APPROACH (W=35') PER CITY STD.G-7 SECTIONS PRIVATE ENGINEER'S NOTICES TO CONTRACTORSANDCITYINSPECTORBEFOREPROCEEDINGFURTHER. PLAN 101-C. 15 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, (W=PER PLAN). G-8 DETAIL SHEET The existence and approximate location of any underground7. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, 16 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B. utilities or structures shown on these plans are obtained by aSILTORDEBRISTOBEDEPOSITEDONTOPUBUCORADJACENTPROPERTYATALLTIMES17aCONSTRUCT18" RCP (1800-D) G-9 HORIZONTAL CONTROL PLAN search of available records. To the best of our knowledge, DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED 18 JOIN PROPOSED 18" RCP TO EXISTING CATCH BASIN. there are a existing utilities or structures except as shown IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHOD 19 CONSTRUCT 2" AC OVER NATIVE.G-10 HORIZONTAL CONTROL PLAN on these plans. The engineer assumes no liability as to theTHROUGHOUTTHEGRADINGANDBUILDINGCONSTRUCTIONOPERATIONS.20 INSTALL 6' TUBULAR STEEL FENCE PER CITY STD. PLAN 608 AND DETAIL "A" exact location of said lines nor for utilities or irrigation lines ON SHEET G-8. G-11 UTILITY PLAN whose locations are not shown. The contractor shall be 8. PRIOR TO THE START OF ANY BUILDING CONSTRUCTION THE CONTRACTOR SHALL FURNISH 21 INSTALL 42" TUBULAR STEEL FENCE PER CITY STD. PLAN 608 (MODIFIED HEIGHT). responsible for notifying all utility and irrigation companiesTHECITYOFCITYWITHCERTIFICATIONSFROMTHECIVILENGINEERANDSOILSENGINEERANDDETAIL "A" ON SHEET G-8. G-12 SIGNING AND STRIPING PLAN prior to work on excavation to determine exact location of all THAT BUILDING PAD SUBGRADES ARE WITHIN 0.10 FOOT OF THE APPROVED PLANS AND 22 ADJUST SEWER MANHOLE TO GRADE. lines affecting this work, whether or not shown heron, and THAT PROPER COMPACTION AND PREPARATION HAS BEEN OBTAINED. 23 INSTALL BIKE LOCKERS (SEE HARDSCAPE PLANS FOR DETAILS). G-13 EROSION CONTROL PLAN for any damage or protection of these lines. 24 NOT USED. 9. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING 5 TRANSMISSION POLE TO BE RELOCATED PER SCE. The contractor shall call in a location request to GRADING INSPECTOR 24 HOURS PRIOR TO START OR WORK. 26 TRANSMISSION POLE TO BE REMOVED PER SCE.STRIPING NOTES Underground Service Alert (U.S.A.) Phone 1-800-422-4133 27 CONSTRUCT 8"THICK P.C.C. DRIVEWAY APPROACH W=30', PER CITY STD. 101-A. two (2) working days prior to digging. No construction 10. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BY THE ENGINEERS OF 28 SAWCUT TO SCORE LINE. O1 APPLY STANDARD PARKING STALL DOUBLE WHITE permit issued by Public Works Department shall be valid WORK IN ACCORDANCE WITH APPENDIX SECTION 3317.2 OF THE 1998 CALIFORNIA BUILDING 29 PAINT 4" SINGLE WHITE STRIPE.STRIPING PER DETAIL HEREON involving underground facilities unless the applicant has an CODE (1997 UNIFORM BUILDING CODE). 30 INSTALL 6' CHAINLINK FENCE. O2 PAINT 4" SOLID BLUE STRIPE inquiry identification number issued by U.S.A.31 INSTALL 2"x4" REDWOOD PAVING HEADER PER DETAIL 3 ON SHEET G-7. O3 PAINT 8" SOLID BLUE STRIPE 11. THE SOILS ENGINEER SHALL ALSO BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER 32 INSTALL 24" RCP (1800-D). 44 PAINT 4" DASHED YELLOW STRIPE COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING 33 PROTECT IN PLACE. 5 PAINT DOUBLE YELLOW CENTERLINE LEGEND UTILITY LINE BACKFILL INCLUDING, BUT NOT LIMITED TO SEWERS, WATER LINES, ELECTRICAL, 34 RELOCATE BIKE RACK-SEE LANDSCAPE PLANS FOR NEW LOCATION. 66 PAINT 12" STOP BAR GAS AND LANDSCAPE IRRIGATION LINES. 35 RELOCATE BIKE LOCKERS-SEE LANDSCAPE PLANS FOR NEW LOCATION. 7' PAINT "STOP" SYMBOL 36 ADJUST TO GRADE BY SCRRA. O8 PAINT DIRECTIONAL ARROW TC TOP OF CURB 12. CERTIFICATES OF FINAL LOT GRADING ARE TO BE SUBMITTED TO THE BUILDING AND SAFETY 37 INSTALL 2 7/8" X 5 3/4" NDS OR EQUIVALENT RECTANGULAR DRAIN O9 INSTALL SIGN ON POST TF TOP OF FOOTING DIVISION PRIOR TO FINAL BUILDING INSPECTION. PIPE. OUTLET AT CURB FACE. 10 PAINT HANDICAP PARKING SYMBOL PER TW TOP OF WALL38INSTALL4" PVC DRAINAGE NETWORK WITH ALL ANGLES AND FITTINGS. RANCHO CUCAMONGA DEVELOPMENT CODE TP TOP OF PLATFORM13. AN AS-GRADING PLAN AND CERTIFICATION OF COMPLIANCE WITH SAID GRADING PLAN IS TO ATTATCH TO 4" CAST IRON PIPE IN SHELTER COLUMM AS SHOWN 11 PAINT CURB WHITE, 2 COAT BE SUBMITTED TO THE BUILDING AND SAFETY DIVISION PRIOR TO RELEASE OF GRADING BOND ON DETAIL 1 ON SHEET AS-3. 12 INSTALL WHEEL STOP PER DETAIL HEREON FL FLOW LINE AND PRIOR TO FINAL GRADING INSPECTION.39 INSTALL 4" NDS OR EQUIVALENT ROUND BRASS GRATE WITH PVC COLLAR. APPLY RED PAINT TO FACE AND TOP OF CURB. FS FINISHED SURFACE 40 PROTECT RECTANGULAR DRAIN OUTLET IN PLACE. MAINTAIN FLOW LINE.APPLY "FIRE LANE", 4" HIGH, 1/2" WIDE WHITE FG FINISHED GRADE 14. ALL SLOPES EXCEEDING 5' IN VERTICAL HEIGHT AND EXCEEDING 5:1 SLOPE ARE TO BE 41 CONSTRUCT TRACK PROTECTION WALL PER SECTION D-D ON SHEET G-7. LETTERS ® 30' APART ON FACE OF CURBS BW BACK OF WALK PLANTED WITH APPROVED PLANT MATERIAL AND PROVIDED WITH APPROVED WATERING SYSTEM. 42 INSTALL 2-4" PVC CONDUIT. WITH LENGTH GREATER THAN 10' INV INVERT 43 BORE AND JACK 12" STEEL CASING, SEE DETAIL BELOW. 14 INSTALL METROLINK SIGN. 15. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE 44 REMOVE AND REPLACE BEIGE COLORED CONCRETE. 15 ELECTRIC VEHICLE CHARGING STATION SIGN PER C.F. CURB FACE BUILDING OFFICIAL AND THE CIVIL ENGINEER OF RECORD. PAVING WITH LIGHT SANDBLASTED FINISH.CALTRANS STD. G66-21 AND G33-1.TYP. TYPICAL 45 REMOVE AND REPLACE NATURAL GRAY SANDBLASTED FINISH CONCRETE BAND. 16 ELECTRIC VEHICLE PARKING SIGN PER CALTRANS FC FIRE CONNECTION 16. ALL P.C.C. WATER CARRYING DEVICES WITH MINIMUM SLOPES LESS THAN 0.59 WILL BE WATER O REMOVE AN REPLACE 6" THICK REINFORCED CONCRETE SLAB. COLOR NATURAL STD EVP-1. DC DETECTOR CHECK TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF INSPECTION GRAY TO MATCH EXISTING. 17 PAINT 8" SOLID WHITE STRIPE PER CITY OF RANCHO DDC DOUBLE DETECTOR CHECK SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS.47 APPLY 4" YELLOW CALTRANS APPROVED PERMANENT TRAFFIC TAPE PER CUCAMONGA STD. 133. DETAIL "F" ON SHEET PA-2. 18 RELOCATE SIGN. FOOTHILL BLVD. ROUTE 66) 17. ALL WALLS OVER 3 FT. IN FINISH HEIGHT REQUIRE SEPARATE PERMITS AND INSPECTION. 48 INSTALL 10 1/2" X 17" PULL BOX 19 APPLY RED PAINT TO FACE AND TOP OF CURB. 49 INSTALL 3" PVC CONDUIT. 20 PAINT PAVEMENT MARKINGS PER CALTRANS STD. w 18. ALL WORK WITHIN PUBLIC RIGHTS OF WAY REQUIRES SEPARATE PERMITS AND INSPECTION 50 INSTALL GALVANIZED STEEL SIGNAL FOUNDATION PER SCAX STD. G-240, A24D AND DETAIL HEREON. z w ISSUED BY ENGINEERING DIVISION. FURNISHED BY SCRRA. 21 INSTALL SIGN ON ELECTROLIER. z 51 INSTALL 12" X 24" J & R CONCRETE SPLASH BOX OR EQUIVALENT. 22 INSTALL DISABLE PARKING SIGN "THIS SPACE DESIGNED a 19. GRADING CONTRACTOR SHALL NOTIFY THE SOILS ENGINEER NOT LESS THAN 72 HR. IN 52 CONSTRUCT 2" AC SWALE.FOR DISABLED ACCESS USE LAST". COLOR BLUE ARROW ROUTE Q ADVANCE OF THE LOCATION OF ANY SOILS PROPOSED FOR IMPORT, EACH PROPOSED IMPORT 23 ENTRY INFORMATION SIGN BY SCRRA. SHALL BE SAMPLED, TESTED, AND APPROVED PRIOR TO DELIVERY OF SOILS FOR USE ON THE REMOVAL NOTES: 2____SITE. A REMOVE STRUCTURE. UTILITY CONSTRUCTION NOTES 20. WE HEREBY CERTIFY THAT WE HAVE REVIEWED THIS PLAN AND THAT IT SUBSTANTIALLY OREMOVE UTILITY BOX. CONFORMS TO SOILS REPORT NO. 20245 DATED APRIL 28, 2000 OC REMOVE POLES. D REMOVE C.M.U. WALL. O CONSTRUCT 8 CML do W WATERLINE. S.C.R.R.A. PREPARED BY: NINYO do MOORE GEOTECHNICAL do ENVIRONMENTAL SCIENCES CONSULTANT 0 OINSTALL 1 1/2" DIA. GALVANIZED PIPE.EO REMOVE CONCRETE PAD. 3 CONSTRUCT QUICK COUPLING VALVE PER CITY STD. PLAN 536. 21. THE UNDERSIGNED CIVIL ENGINEER WILL BE RESPONSIBLE FOR PROFESSIONAL INSPECTION IN O REMOVE COVER AND UNDERGROUND STRUCTURE.0 z z N G REMOVE ELECTRICAL VAULT AND CONDUIT AS NECESSARY. O NOT USED. " Y iACCORDANCEWITHAPPENDIX3317.2 OF THE 1998 CALIFORNIA BUILDING CODE (1997 UNIFORM O5 INSTALL 1 "1/2 x 1 1/2 x 1 1/2 TEE. SITE J oBUILDINGCODE).O REMOVE SITE LIGHTING.J U O REMOVE TREES. O REMOVE 8 BLIND FLANGE.M o STATE LIC. N0. C.E. 21062 O REMOVE RAILING. O7 CONNECT TO EXISTING DETECTOR CHECK. KK REMOVE CHAIN LINK FENCE. O INSTALL THRUST BLOCK 6th STREET w O REMOVE FIRE HYDRANT. O NOT USED. N.T.S. UTILITY NOTIFICATION LIST O REMOVE P.I.V., PLUG AND ABANDON LINE. 1NOT0NOT USED. Q ON REMOVE CLEANOUTS. 11 12 NSTALLEID" GALVANIZED PIPE. VICINITY MAP O REMOVE A.C. PAVEMENT.13O INSTALL 1" X 1" X 1" TEE.CUCAMONGA COUNTY WATER DISTRICT ATTENTION: MAURICIO GUARDADO OP REMOVE CURB AND GUTTER. O14 INSTALL HOSE BIB INSIDE 12 7/8" X 13 5/8" J do R CONCRETEP.O. BIN 638 TELEPHONE: (909) 987-2591 O REMOVE SEWER MANHOLE AND CAP EXISTING LINE. O METER BOX WITH CONCRETE COVER OR EQUIVALENT.RANCHO CUCAMONGA, CA. 91730-0638 RR REMOVE OR ABANDON EXISTING SEWERLINE SIZE UNKNOWN. DESCRIPTION OF CHANGE DATEz>CONTRACTOR TO VERIFY EXACT LOCATION. APPROVEDED 14 SOUTHERN CALIFORNIA EDISON ATTENTION: JEFF SCHILES O REMOVE CONCRETE. GROSS EARTHWORK QUANTITIES7951REDWOODAVENUETELEPHONE: (909) 357-6231 O REMOVE 19 FEET FT. CURB. CITY OF RANCHO CUCAMONGAFONTANA, CA. 92336 O REMOVE DRIVEWAY APPROACH, CURB AND GUTTER. ONSITE GRADING (RAW VOLUMES)V REMOVE AND RELOCATE VAULT BY GTE. SOUTHERN CALIFORNIA GAS COMPANY ATTENTION: DAVID PADILLIA OW REMOVE AND RELOCATE VAULT BY SCE. 19,777 CUBIC YARDS CUT METROLINK STATION - PHASE Z P.O. BOX 97 TELEPHONE: (909) 394-3835 O REMOVE EXISTING 1 DIA. CONCRETE SIGN PEDESTAL (H=±2 ). SAN DIMAS, CA. 91773 OY REMOVE AERATION WELL. 8,100 CUBIC YARDS FILL GRADING IMPROVEMENTS r„ VERIZON ATTENTION: JERRY FAUBEL TITLE SHEET31400EASTPHILLIPSBOULEVARDTELEPHONE: (909) 469-6347 THE ABOVE NOTED QUANTITIES DO NOT INCLUDE STRIPPING LOSSES, T-1 POMONA, CA. 91766 SOILS ENGINEER SCARIFICATION OF EXISTING GROUND, OR SHRINKAGE LOSSES DUE TO SCARIFICATION OF EXISTING GROUND, SUBSIDENCE OF EXISTING GROUND, METROPOLITAN WATER DISTRICT ATTENTION: FRED ADAMI ENGINEER: NINYO do MOORE SHRINKAGE DUE TO EXCAVATION, WIND LOSSES, UTILITY TRENCH APPROVED BY: DATE: cx OF SOUTHERN CALIFORNIA TELEPHONE: (909) 392-2419 9272 JERONIMO ROAD, SUITE 123-A QUANTITIES, ETC. CITY ENGINEER C.E. N0.24953 P.O. BOX 54152 TERM. ANNEX IRVINE, CALIFORNIA 92618-1974 ESS/ LOS ANGELES, CA. 90054 TELEPHONE: (909) 472-5444 G pS H DESIGN LOCInG RECOMMENDED BENCH MARK NO. 112 co C.P.C. INLAND EMPIRE UTILITY AGENCY ATTENTION: LARRY MILLER REFEERENCE REPORT: GEOTECHNICAL EVALUATION N L.D. KING INC. P.O. BOX 697 TELEPHONE: (909) 357-0241 RANCHO CUCAMONGA METROLINK STATION R.R. SPIKE IN POLE NO. 309950 E. NO. C 21062 ^ DRAWN 2151 E. 1D" ST., SUITE 1o0B EXP. 9-30-01 ONTARIO, CA 91764 RANCHO CUCAMONGA, CA. 91729 PHASE II IMPROVEMENTS AT THE N.W. CORNER OF HAVEN AVE. M.S.M. 909) 988_5492 G-1 oF 13 RANCHO CUCAMONGA, CALIFORNIA AND SIXTH ST. civ1\- As/J<v Gb CITY OF RANCHO CUCAMONGA ATTENTION: JOHN GONZALEZ DATED: APRIL 28, 2000 ELEV.=1073.229 rF Or CA`\F CHECKED DRAWING NO. DOUGLAS HCITYYARDTELEPHONE: (909) 477-2730 (x4119)MAYS R.C.E. No. 21062 EXPIRES: 9-30-01 7 CITY OF RANCHO ^_UCAMONG6 3 9' PROJECT SHEET NO. z OF 3 1100 G SEE SHEET G-5 FOR AREA DETAILS SEE SHEET G-8 FOR AREA DETAILS mR A Z 000 77 v C y.. • .-.fl x _ - 23 FUTURE SECURITY CART STORAGE 1l 00,20 8 1. ti 10 41 50 21 n 1.iCn,a,•'va.0..tine_J+l. -til.-in!'-^_ ".:,.rax 7., Y;:. J - n MH H, I k 2 8 u K 241.79Y MH 5 2 22 22 2 Q 21 ry v 25 ir 7 - 0.30E q. r _ Y 19.8X r I I r 1120.5 J X 2 DFS 4 21 , i 1 S Ir x c c i r i 2 2 TYP I 1114 Li 7 I 1 2 rJ 4 X II yr/ z\ 1•1 18 7 86F S A l 7Sr! 2 1 1 .78E u 1 4 r 1 9 1 r' may, 17 2 71411X MATCHLINEw SEE SHEET G = 3 REMOVAL NOTES GRADING CONSTRUCTION NOTES SS REMOVE CONCRETE. O1 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.33' CLASS 2 AGGREGATE BASE. T REMOVE 19 FEET FT. CURB. 2 CONSTRUCT 6" CURB ONLY (TYPE Al-6) PER CITY STD. PLAN 104.O OOKREMOVECHAINLINKFENCE. 3 CONSTRUCT 6 CURB AND 24 GUTTER TYPE A2-6 PER CITY STD. PLAN 104. Y REMOVE AERATION WELL. O 5 CONSTRUCT CART ACCESS W=12' PER DETAIL 1 ON SHTEET G-7. D7 'CONSTRUCT 4"THICK X 18"WIDE CURB LANDING PER DETAIL 2 ON SHEET G-7. 10O8 CONSTRUCT 4" THICK P.C.C. SIDEWALK. CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER DETAIL ON SHEET G-5. Q O11 CONSTRUCT 4" THICK P.C.C. BIKE LOCKER PAD. CITY n 13O CONSTRUCT P.C.C. DRIVE APPROACH (W=12') PER CITY STD. PLAN 101—A. DESCRIPTION OF CHANGE DATE APPROVEDO19CONSTRUCT2" AC OVER NATIVE. 20O INSTALL 6' TUBULAR STEEL FENCE PER CITY STD. PLAN 608 AND DETAIL "A" CITY OF RANCHO CUCAMONGA INSTO ON SHEET G-8. 21 ANDALL DETAIL" "A"BONASHEETEG FENCE PER CITY STD. PLAN 608 (MODIFIED HEIGHT). METROLINK STATION - PHASE 2 22 ADJUST SEWER MANHOLE TO GRADE. Y' 23 INSTALL BIKE LOCKERS (SEE HARDSCAPE PLANS FOR DETAILS). GRADING IMPROVEMENTS25TRANSMISSIONPOLETOBERELOCATEDPERSCE. 26 TRANSMISSION POLE TO BE REMOVED, PER SCE. 3' 40 PROTECT RECTANGULAR DRAIN OUTLET IN PLACE. MAINTAIN FLOW LINE. GRADING PLAN - PERMANENT L O T 41 CONSTRUCT TRACK PROTECTION WALL PER SECTION D—D ON SHEET G-7. SCALE: 1" = 30'1i APPROVED BY: E: CITY ENGINEER l C.E. N0.24953 ESSI H DESIGN RECOMMENDED T C.P.C.Lr) Lr) L.D. KINcinS NO. C 21062 M' DRAWN 2151 E. D ST., SUITE 1008 ONTARIO, CA 91764 3 y EXP. 9-30-01 M.S.M. 909) 988-5492 G-2 Civil- CHECKED L v/ DRAWING N0. CAL DOUGLA H. MAYS R.C.E. No. 21062 7LfEXPIRES: 9-30-01 aTY OF RANCHO CUCAMONGA LDK 0 135-97 PROJECT SHEET NO. -3 OF 1100 G i MATCHLINE - SEE SHEET G - 2 r 2 k / f5.-4vT 1 •7F 7 4 212G t3 15.7 of 2 r 1 4.96 E14I 4 2 5(C 7 13'2 l T 14 J ',21 7 F 7 S I 7 13. 1 •9 4 S 3 p TYP. 1 .5 T 41 2 7 LOU 12 f I Jf 7 11 jS2 15 g1614 X J 7i TYP 2 r 8 1 .7 1 Pi% v 12 9TEMPORARY- 10.2 PARKING LOT 17 1 o.s9Tc 2SEESHEETG-4 7 a 7 r y 21 Y C 14 3 TYP17 x 7 I— 21 x i 0 507r ua 6 L ' R 21 7 S vIL 09.6 U 41 . 18 18 5.50 y +g ,, z 12 5 c, a333 0 lb- 24 RCP lb.9 J4 Jm 15 16 77 1 N 106 A j x x 05.2 j j 1105.6 1105. x 1'05.5 I x 1'06.5 x 1 1 n, 0 06.6 I i1 a 7 Q REMOVAL NOTES GRADING CONSTRUCTION NOTES DESCRIPTION OF CHANGE DATEQ CITY APPROVED UU REMOVE DRIVEWAY APPROACH.O1 CONSTRUCT 0.25' A.C. PAVEMENT OVER 0.33' CLASS 2 AGGREGATE BASE. CITY OF RANCHO CUCAMONGA SO REMOVE CONCRETE. 2 CONSTRUCT 6 CURB ONLY (TYPE Al-6) PER CITY STD. PLAN 104. OO REMOVE AC PAVEMENT. 3 CONSTRUCT 6" CURB AND 24" GUTTER TYPE A2-6 PER CITY STD. PLAN 104. REMOVE CURB AND GUTTER. O4 CONSTRUCT 8" CURB AND 24" GUTTER TYPE A2-8 PER CITY STD. PLAN 104. METROLINK STATION - PHASE 2 66 CONSTRUCT PLANTER DRAIN PER DETAIL 4 ON SHEET G-7. 8O77 CONSTRUCT 4"THICK X 18"WIDE CURB LANDING PER DETAIL 2 ON SHEET G-7. GRADING IMPROVEMENTSCONSTRUCT4" THICK P.C.C. SIDEWALK. 99 CONSTRUCT P.C.C. HANDICAPPED ACCESS RAMP PER CITY STD. PLAN 102. 2 CONSTRUCT CROSS GUTTER PER CITY STD PERMANENT L O T 14 CONSTRUCT P.C.C. INDUSTRIAL DRIVE APPROACH (W=35') PER CITY STD. PLAN 101-C. 15 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. PLAN 300, (W=PER PLAN). APPROVED BY: DATE:OT16 CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN 307, CASE B. SCALE: 1" = 30' 17 CONSTRUCT 18" RCP (1800-D) ESS, CITY ENGINEER ' R. N0.24953 18 JOIN PROPOSED 24" RCP TO EXISTING CATCH BASIN. H DESIGN RECOMMENDED 21 INSTALL 42" TUBULAR STEEL FENCE PER CITY STD. PLAN 608 (MODIFIED HEIGHT). C.P.C. Lr)lcincm AND DETAIL A ON SHEET G-8. N L.D. KING INC. 32 INSTALL 24 RCP (1800D). NO. C 21062 ^ DRAWN 2151 E. 'D" ST., SUITE 1006 33 PROTECT IN PLACE.EXP. 9-30-01 M.S.M. ONTARIO, CA 91764 c'vt \ 909) 988-5492 Q-3 13 CHECKEDW DRAWING NO. OF C9_DOUGLAS H. MAYS R.C.E. No. 21062 7 3EXPIRES: 9-30-01 ci dCITYOFRANCHUCAMONrA LDK t35 9'PROJECT SHEET NO. -7 OF 1100 G i 1117.4 y F--- y 223.45 n A EXIST. C.L.F. r•, x ' A i" IIw 11 4.6 u I 1.1 i v row j 61\' \\ <_ x 11113.2 X F 5 x, i/ 11 .3 31 30 t- I 16.5 i I 1113.4 j 14.6 1113.42 TC X h 1112-75 FL 27 C 29 Y 3100, X/ SEE SHEET G-3v Ilk 30 i _ -- X 19 a V Y 2. ix Ic x 4 3 s 30 20410 84.7531 v 44Fl Lli 4 w IN STRAW LOG BARR R TAIL ON A7.7 - - X TORBEEMAINTAN D DURING CONSTRUCTION 1107.3 1 5 I X110 .5 x1-107, 4 1106.1 1106.' 108. i` OL Q NOTE GRADING CONSTRUCTION NOTES 19 CONSTRUCT 2” AC OVER NATIVE. CITYTEMPORARYPARKINGLOTANDCURBANDGUTTER ® 27 CONSTRUCT 8"THICK P.C.C. DRIVEWAY APPROACH W=30', PER CITY STD. 101-A. DESCRIPTION OF CHANGE DATE APPROVED D TEMPORARY DRIVEWAY MUST BE RESTORED TO ITS 29 PAINT 4" SINGLE WHITE STRIPE.ORIGINAL CONDITION BY MARCH 1, 2000. CITY OF RANCHO CUCAMONGA30INSTALL6CHAINLINKFENCE. 31 INSTALL 2"x4" REDWOOD PAVING HEADER PER DETAIL 3 ON SHEET G-7. 52 CONSTRUCT 2" AC SWALE. METROLINK STATION - PHASE 2 REMOVAL NOTES GRADING IMPROVEMENTS 3'OP REMOVE CURB AND GUTTER.GRADING PLAN - TEMPORARY PARKING LOT APPRrEsseCTY ONGINVED EER / CC(,l,Cfj ATE: N l 24953B.C.E. 0. PIS H. SCALE: 1" = 30' DESIGN RECOMMENDED C.P.C. Ll>lcinrA N0. C 21062 ' L.D. KING, INC. DRAWN 2151 E. D ST., SUITE 1008 71 EXP. 9-30-01 ONTARIO, CA 91764 c,vi M.S.M. 909) 988-5492 aio_f G—4O 13 0r cm- CHECKED l Q 3o DRAWING NO. DOUGLA H. MAYS R.C.E. o. 21062 17,q 3EXPIRES: 9-30-01 CITY cx RAN'W' ;;UCAN'klGn Lpc A X35-9;PROJECT SHEET NO. 5 0F 3"1 1100 G 23 51 24 39 38 5 39 332cN v k r x 38 x A X Xi xhx vX 133 v iXx.x v / x I T 28 1 l l ' S 38I1 I L I u ytj u I 1 I 1 — k h tis• ti T- 38 k I tib• . .. 5 TI EX OOTIN eF S SHE S- T 0 38 38 0 36 g T EDP F c 38yy3933 33 C 33 33 EPB 33 M 24 RRA 36 39 r - <--S CABINET o• EPB 4w ... 23 33C S 33 9 EC 33 38 F/ 22 M 37 F EPB 33 1' N 2 57 IRRIGATION 33 6.759' BOXEPB33 c Nio 35 ANSITIO 0" C.F.0C TO 6 C ANSITI N CF TO "CF LEGEND CONSTRUCTION NOTES: EPB ELECTRICAL PULL BOX O2 CONSTRUCT 6" CURB ONLY (TYPE Al-6) PER CITY STD. PLAN 104. EC ELECTRICAL CABINET 28 SAWCUT TO SCORE LINE. EDPB EDISON PULL BOX 33 PROTECT IN PLACE. MP METER PEDESTAL 34 RELOCATE BIKE RACK-SEE LANDSCAPE PLANS FOR NEW LOCATION. T TRANSFORMER 35 RELOCATE BIKE LOCKERS-SEE LANDSCAPE PLANS FOR NEW LOCATION. CPB COMMUNICATION PULL BOX 36 ADJUST TO GRADE BY SCRRA. 37 INSTALL 2 7/8" X 5 3/4" NDS OR EQUIVALENT RECTANGULAR DRAIN PIPE. OUTLET AT CURB FACE. 38 INSTALL 4" PVC DRAINAGE NETWORK WITH ALL ANGLES AND FITTINGS. ATTATCH TO 4" CAST IRON PIPE IN SHELTER COLUMM AS SHOWN Q ON DETAIL 1 ON SHEET AS-3. Q 51 39 INSTALL 4" INSTALL 12" ND20RJE&UIVALENT R CONCRETES SPLASHS GRATE BOX OR EQUIVALENT. PVC OLLAR. DESCRIPTION OF CHANGE DATE CITY v O APPROVED v REMOVAL NOTES: CITY OF RANCHO CUCAMONGA OS REMOVE CONCRETE METROLINK STATION - PHASE 2 V'GRADING IMPROVEMENTS AREA DETAILS 71. SCALE: 1" = 10' s APPROVED BY:DATE: /4iF CITY ENGINEER ( C.E. N0.9 ci / 24953 DESIGN RECOMMENDED11Gt, H ' C.P.C. LF)C 1 N L.D. KING INC. I)N0. C 21062 DRAWN 2151 E. 'D" ST., SUITE 1006 s EXP. 9-30-01 M.S.M. 09)R99°8'8-s9264 G—5 OF 13 Civ%\- ` Q AF CALF CHECKED DRAWING N0. DOUGLAS H. MAYS R.C.E. No. 21062 17EXPIRES: 9-30-01 CITY OF RANCHO CUCA40NGh iDl( # 135-9 PROJECT SHEET NO.OF 1100 G x 1,26 1126.12X 1126.5 I I I I I tR R26.4 x1126.5 j -- -- x---- x-- x X -- ---X --- A T & S F t I+i I +t i RR 1125 t _x---- - x 1124. T_ ----- ' REMOVAL NOTES: 125.5 o OA REMOVE STRUCTURE. 25_4 v X r n - - -- x--OB REMOVE UTILITY BOX. 22.7LJL 0 x x1 s C REMOVE POLES012zsL--OD REMOVE C.M.U. WALL 1L- r 126,6 x E REMOVE CONCRETE PAD f--- -- - --- --- do OG REMOVE ELECTRICALD VAULT AND CONDREMOVE COVER UNDGROUNDTU ITCASRNECESSARY. H REMOVE SITE LIGHTING. x t OI REMOVE TREES. x 1121.3 i ,moi J REMOVE RAILING.1,2s.1 REMOVE CHAIN LINK FENCE. LO REMOVE FIRE HYDRANT. x , 195 11,9.s OM REMOVE P.I.V., PLUG AND ABANDON LINE. N REMOVE CLEANOUTS.x 1121.s x 1,21.5 11,7.5 x 11,-. C 7 x, 0 0 REMOVE A.C. PAVEMENT.f x X1,9.3 O1117.5 1117.8 x Q1'20 I x P NOT USED. x 1 X 1116.7 Q REMOVE SEWER MANHOLE AND CAP EXISTING LINE. D OR REMOVE OR ABANDON EXISTING SEWERLINE SIZE UNKNOWN. I 120 20.3 x. 1 CONTRACTOR TO VERIFY EXACT LOCATION.Ij I 1120.5 120 R -u J ISL REMOVE CONCRETE. rt -- OT REMOVE 19 FEET FT. CURB.o, T T 7 11,8.3 o o f r. x - p I x OU REMOVE DRIVEWAY APPROACH, CURB AND GUTTER.r"cv REMOVE AND RELOCATE VAULT BY GTE.B.a o 0 J 0 K x 1 W REMOVE AND RELOCATE VAULT BY SCE.1 X11 4. 1 4 K 11 6.4 W o L1 x REMOVE EXISTING 1 DIA. CONCRETE SIGN PEDESTAL (H-t2 ). I J 1118 x B C/o i 1114.3 1115I 1115.1 1115.1 x o X 1118.4 1117.3x R s 1 A I x BLDG. 1BLDG. 2J 5.i x11,7.2 1115.1 1 7c•, 1115.1 1118.2 E 1 U c x V j 1115.3 1114.9 114.7 x 1114.6 x G I x j N / 1,15.4 1116.6 x ASBESTOSSOS NOTE. 01 5 x ON, ACTOR TO 0 , APRE-DEMOLITION ASBESTOS SURVEY WAS PERFORMED1114.6 1114.9 1113.7 DISPOSE OR A p N ON N C 1115 x r 5 A G x x 11 I TING VIR IG TI S Tb FROM BUILDINGSOREANASBESTOS NINY WAS FOUND IN SAMPLES TAKEN D 2. SEE 0 AND MOORE REPORT111 .s A SYSAT QNNECTION POINT.14.7 1 01 k , DATED APRIL 14, 2000 ENTITLED PRE-DEMOLITION ASBESTOSileli ' I SURVEY, RANCHO CUCAMONGA METROLINK STATION, RANCHO x CUCAMONGA, CALIFORNIA. 11 L3.2 I x 1117.3 115.1 x 1113.6 l 1113.5 il) 1 x E x x 1115.71HxxI 113.9 113.4 1116.5 1114.5 H x1116.5 x G x 1 x 1114.6 1113.7 xx 1,13.7 1113. 1116.6 E K I EMOVE EXIST. 11152 WATERLINE 1113.6 1113.6 0 X x K R1115.6 4.5 x 111 .6 1 x 1112.6 ` 1115.1 1113.6 I x f 1113.6 1113.3 x I xsjy x A x 11.6 1115.1 1114.8 x M 11. yI I1112.7 \ X x1115 1115.1 J 111 .6 x11 2.7 CIL x 1110.7 1 0 1 1110.11,,.s 1109.7 Q K Q x x P UG ISI M Q 108 x +' SEWER X a i 77 DESCRIPTION OF CHANGE DATE APPROVED No lp CITY OF RANCHO CUCAMONGA AZ6SAf COURT 4 METROLINK STATION - PHASE 2o11095 CD GRADING IMPROVEMENTSo7.aC:> 11087 x DEMOLITION PLAN 7 1107.3 1107.5 xCD 1107.5 j 1 I -\ APPROVED BY: ATE: l0 3 x x CITY ENGINEER C.E. N0.24953 SCALE: 1 = 40' DESIGN u cY, x 06.1 1108 7 I x x 1,os.z gyp,,1105.6 05.1 x 1( Lr)1c RECOMMENDED 1?05.5 H.C.P.C. x x065 N L.D. KING) INC. Ln 1,07.3 DRAWN 2151 E. D ST., x t 105-- x I NO. C 21062 SUITE 1008 1 ONTARIO, CA 91764 x x o 05.2 1106.6 9-30-01 M.S.M. 909) 988-5492 G-6 13 Q 2 1106.2 1108.5 x 1 x CIVIC- r Q 1107 5 I 1 1106.3 \ or ` CHECKED Gb DRAWING N0. ui DOUGLAS H. MAYS R.C.E. No. 21062 L 71V 3iEXPIRES: 9-30-01 CITY of RANCHO CUCAMDNc11 LD1( 1 135-97 PROJECT SHEET NO. 1 OF '1 1100 G i X P.L. PROPOSED FENCE X 21 X TOP OF SLOPE 0.5 2X4 REDWOOD HEADERHARDSCAPEPROPOSEDAC X 3.5% EXISTING S/WEXISTING, PROPOSED SLOPE2" CLEAR CURB 7 \Y, 2.090 3-10d GALV. NAILS EXSTING\ \\s 2X4X18 LONG MIN. GROUNDS \ REDWOOD STAKES O 4 0 O.C. 12'24.5' SCALE SCALE SCALESECTION "A- A" AT SOUTH PROPERTY LINE SECTION "E-E" AT WEST PROPERTY LINE 3 REDWOOD PAVING HEADER N.T.S. N.T.S. N.T.S. P.L. 21 PLATFORM PER PLATFORM IMPROVEMENT PLANS 6" 24" 6" 2" D 4.0' VARIES 18" 3 2 EXISTING MODIFIED, NO BATTERI S/W 2%1 6' a ° Dd2" CLEAR 2.090 r EXISTING \\ . iGROUND \\ 2% 2" CLEAR 2—% 12 10.5 r ss SCALE SCALESCALESECTIONB-B AT SOUTH PROPERTY LINE CAL SECTION "F-F" AT WEST PROPERTY LINE CAL 4 PLANTER DRAIN N.T.S. C SAWCUT LINE WEAKCND PLANE (TYP) D S AIGHT ' COLD JT. OR SCORE LINE--I IGHT _j 16 GR DE ; GRA E D SAWCUT LINE 21 SAWCUT LINE 3.5' W = 12' 3.5' SECTION —C7777 s" GROOVING PER CITY OF RANCHO 2.0% EXISTING CUCAMONGA STD. 102. GROUND EXIST. e• 8p HARDSCAPE EXIST CURBUPA • 4( 1/2") EXIST. CONC_—, — 1/2"R SECTION D—D STRAIGHT GRADE ss r SCALE SCALE SECTION "C- C" AT EAST PROPERTY LINE N.T.S. 1 CART ACCESS N.T.S. Q CITY Q o DESCRIPTION OF CHANGE DATE APPROVED 14.50' 2.50• 28.00'- CITY OF RANCHO CUCAMONGA12.50' PROPOSED CURB PROPOSED CURB 20 18" METROLINK STATION - PHASE 2 RAIL TIES 41 PROPOSED F.S. 4" PROPOSED F.S. TRACK BALLAST 6" I GRADING IMPROVEMENTS 3' 2.09; 6,1. j\\!\v SECTIONS CTI 3 ® 18 O.C. i'\\i\R Q, 4 ® 18„ O.C y S BACKFILL WITH PERMEABLE MATERIAL a\ 29; APPROVED BY: ATE: l 3 ' E CITY ENGINEE C.E. NO.24953ss12" PROPOSED DESIGN RECOMMENDED 12 12 CURB LANDING rs H. y C.P.C. N LD. KING E. INC. C) NO. C 21062 DRAWN M.S.M. ONTARIO, CA 92 2151 ST., SUITE 1008 G-7 1 3 Q EXP. 9-30-01 ONTARIO, CA 91764 CIV1l- r K J SCALE SCALE OF CALF CHECKAt/jED DOUGLAS H. MAYS R.C.E. No. 062 e DRAWING NO. SECTION "D-D" N.T.S.2 CURB LANDING N.T.S. z 7!_3EXPIRES: 9-30-01 CITY OF RANCHO CL)CAMONOA Lpc 0 135. 97 PROJECT SHEET NO. 8_ OF 1100 G WELD 0.19" FLAT CAP ON POST 2" X 2" X 0.19" STEEL NOTE: FABRICATE PANELS AS A TOP OF PANEL TO BE FLUSH WITH TUBE TOP RAIL, TYP. UNIT, WELD AND GRIND SMOOTH TOP OF POST. ALL JOINTS. APPLY ZINC—RICH PRIME COAT. X 2 X 0.19STEELAFTERWELDINGPANELSTO2 t -- POSTS, CLEAN AND GRIND TUBE POST SMOOTH , TOUCH UP PRIME COAT. 2 COATS SEMI—GLOSS 48RUSTRESISTANTENAMELBY3/4" SQ. X .095" STEEL i ELECTROSTATIC SPRAY METHOD TUBE PICKETS, TYP., AFTER ERECTION COLOR TO BEWELD TO TOP AND BOTTOM HARTFORD GREEN". 63.5R RAILS. 2" X 2" X 0.19" STEEL TUBE BOTTOM RAIL, TYP. TOP OF WALL 4" CLEAR L 4" CLEAR 3' MIN.I------ Typ• TYP. u 43 81-1/4" A TUBULAR STEEL TRACK SEPARATION FENCE 1scA 2 J -- ------ 2' 42 II 10' I 3/8" EXISTING q OF FENCE CASING SEALANT CONCRETE BACKER ROD TO OF SLAB ADJUST TO WIDTH CASING 48OFEXISTING SEPARATION A CONCRETE SLAB 33 T TILE A NTNG T1 EXPANSION JOINT FILLER 464-- 48464EDGEFII42 I I: po PLATFORM N 49 EXIST. 5'X5' FOOTING SCALE SAW,CUT LINEEEXPANSIONJOINTBETWEENCONCRETEPOURSHALFSIZE ALINE-W Ufi 77 EDGE OF , EXISTING42FOOTING i 50' 45 44 SAW CUT 3/16" CONTROL JOINT IISAWCUT UN \ CNI Z FLASHING LIGHT SIGNAL A .BORE & JACK AND FOUNDATION CONSTRUCTION NOTES. L • r CONCRETE W DETAIL 33 PROTECT IN PLACE.PLATFORM SLAB a SCALE: 1 =5 42 INSTALL 2-4" PVC CONDUIT. 43 BORE AND JACK 12 STEEL CASING, SEE DETAIL BELOW. 44 REMOVE AND REPLACE BEIGE COLORED CONCRETE. PAVING WITH LIGHT SANDBLASTED FINISH. 45 REMOVE AND REPLACE NATURAL GRAY SANDBLASTED FINISH CONCRETE BAND. O REMOVE AN REPLACE 6" THICK REINFORCED CONCRETE SLAB. COLOR NATURAL GRAY TO MATCH EXISTING. 47 APPLY 4" YELLOW CALTRANS APPROVED PERMANENT TRAFFIC TAPE PER OF OF DETAIL "F" ON SHEET PA-2. 48 INSTALL 10 1/2- X 17" PULL BOX SOUTH NORTH 49 INSTALL 3" PVC CONDUIT. F WEAKENED- PLANE JOINT SCALE TRACK TRACK 50 INSTALL GALVANIZED STEEL SIGNAL FOUNDATION PER SCAX STD. G-240, HALF SIZE FURNISHED BY SCRRA. 12' 17.5' 15'Ln 5'-4" 6" 2PLATFORM I I Q BASE OF RAILS DESCRIPTION OF CHANGE DATE CITY APPROVED o 6, I I 1 , FINISH GRADE CITY OF RANCHO CUCAMONGA 1.57 METROLINK STATION - PHASE 21 2-4" CONDUITS I 2 EA. 12" DIA. GRADING IMPROVEMENTSEACHCASINGSTEELCASINGS 00 DETAIL SHEET APPROVED BY: ATE: C) q CITY ENGINEER C.E. N0.24953 1( DESIGN CASING DETAIL C.P.C. LDCIRG RECOMMENDED N L.D. KING ID'NC. N.T.S. NO. C 21062 ^ DRAWN 2151 E. ST., SUITE 1008 EXP. 9-30-01 M.S.M. 09) 9ONTARIO88-5492 CA 64 8c 13 Civil- V OF CAVA CHECKED DRAWING NO. DOUGL S H. MAYS R.C.E. o. 21062 17'T 3EXPIRES: 9-30-01G CITV OF RANCHO CUCAMCN';/ LM / 135-9 PROJECT SHEET NO. 9 OF Wl 1100 G X, x, l X L._ uk c x-- x X x X X X •. X.. Y, / x u Y - .-Y - ._-Y-__Y_.-]L- J`\/ M\\]l __-\---/_'/\-/\j(\, n 1 ---- ------- -- --.- .A CURVE TABLE CURVE LENGTH RADIUS DELTA ANGLE 8 20.49 10.00 117'23'53" 10 37.67 20.00 i c x x X ` x 00, 11 23.50 10.00 134'40'21" 12 7.91 10.00 45'19'39"x" .x Y o 13 22.43 10.00 128'30'02" 14 8.01 10.00 45'54'15"cr 16 86.71 46.00 107'5951" z K x x ice i 2X, x y 7 - TA LS = 71 y 16 12 12 1012 i R 1.5 11 j' 11 R=1.5 R=15' R=1.5 13 R=1.5'R=1.5' CID I J C,44 s. 34 S F---- R=1.5 Z Lu R=10' R=10' r 26 p R=2.5' A• 6' R=10'R=1.5'i R=2.. ' R=2.5' R=10' 8 N R=10' R=2.5' R=10' t R_-1.5 J R-10' R=2.5' ? S R=10' R=2.:)S i R=10' R=10' q O R=2.5 S R=1.5' R=2.5' ,R=10' oo,8 i R=2.5' 6 S R=10' MATCHLINE - SEE SHEET G- 10 NOTE: 90' DEGREE CURVES ARE LABELED WITH RADIUS ONLY Q Q DESCRIPTION OF CHANGE DATE APPROVED 0 CITY OF RANCHO CUCAMONGA rD C-1 7 METROLINK STATION - PHASE 2 GRADING IMPROVEMENTS HORIZONTAL CONTROL PLAN T SCALE: 1" = 30' APPROVED BY: ATE: Lo CITY ENGINEER C.E. N0.24953 Ess, DESK L)la RECOMMENDED s H. M N na L.D. KING INC. N0. C 21062 DRAWN 2151 E. D" ST., SUITE 1008 ONTARIO, CA 91764 3cEXP. 9-30-01 M.S.M. 909) 988-5492 G-9 ail C I V S- < v CHECKED D DRAWING NO. F CALF DOUGLAT H. MAYS R.C.E. N 2106 A EXPIRES: 9-30-01 CITY OF RANCHO CUCAMONGA U[W / 135-97 PROJECT SHEET N0.OF Sol 1100 G MATCHLINE - SEE SHEET G- 9 R=10' R=1.5 9f h 9• / R=2.5 s, R=2.5or 9R=10 R=10 R=2.5' R-10' A-y R=10 A9, kh O R=2.5S 9. R=1.5' i Ll R=10' SR=2.5 s-R=2.5' T( if' R=10' S S ; 8 rn R=10' r o h • R=2.5; S R=1.5' 0) R=10 R=10' R. jto70) S i ro S Z W SS R-2.5' R=10' 1 9/ 10- R=2.5' R=2.5' 17 R=10'R=1.5' R=10 T 10 O / tiO 98. 6 SO R=10' , S, , i9- R=2.5 q R=1.5'R=10' S p0=14'4747 1 R=2.5' s" R=692.49'Csn R=2.5 7 pR=10' A9- Sr iT-89.92 L=178.83' \\ 9,, 90• S 9o Q S R=10v'T O'O 9• o,A ti r v' S iSR-2.5 R-1.5 9-S s1 R=20 i9 R=1.5 I 1 7rooi1i 1 Ss, 20 T O,R=20' R=1.5Sj 2 '6Si99 S 5. R=1.5'R-1 1R-1.5S R=20 CURVE TABLE 9,moi- CURVE LENGTH RADIUS DELTA ANGLE0f »1 31.42 20.00S 90100,00" 3 5 r f »R-1.5 2 15.11 20.00 43'17 59SR=1.5 3O 23.86 10.00 136'42'01"3 2 15 4 7.56 10.00 43'17 59944iSEEG-4 FOR 5 23.83 10.00O•18 136'31 09 TEMPORARY PARKING LOT R20 6 20.43 10.00 117'04'14" R=20 10 - 9 ST LL = 90 i+' 7 10.98 10.00 62'55 46 S f »8 20.49 10.00 1 17 23 53L1T19910.93 10.00 62'36'07" T 26 35 f i' 15 9.27 5.0026 106'1345" 19 20 17 18.12 20.00 1 51*54'38" op18 48.37 64.00 1 4317-59- Loai 19 21.08 127.00 9'304 1 2 359.0 S 89'45'11"W I j i f NOTE: DESCRIPTION OF CHANGE DATE APPROVED ob 90' DEGREE CURVES ARE LABELED WITH RADIUS ONLY CITY OF RANCHO CUCAMONGA 0 METROLINK STATION - PHASE 2 Ca GRADING IMPROVEMENTS HORIZONTAL CON TROL PLANAN3 75 SCALE: 1" = 30' APPROVED BY: ATE: 1 3 °e'l Jll CITY ENGINEER C.E. NO.24953 ESS pS k, DESIGN C.P.C. Cin RECOMMENDED n DRAWN 2151 E. IING DlNST., SUITE 1008 p N0. C 21062 909 988-5492 64 G-1 0EXP. 9-30-0, M.S.M. 13 CI V1- ,s CHECKED O DRAWING NO. OF CAI-F DOUGLAS H. MAYS R.C.E. No. 2106 Ta 3i n EXPIRES: 9-30-01 CITY OF RANCHO CUCAMONGA LW # 13-5-97 PROJECT SHEET NO.OF V7 1100 G 2 TES 1 6 GENERAL N0 x 1 61 tt126.5 i i i ux x 12s a SwCuRv AHEREON SHALL BE DONE IN ACCORDANCE WITH THE CITY OF RANCHO X 1t2s.s 1 CUCAMONGAHSTM IX CHAPTER 3 F3_x-- -- -x-- AND SPECIFICATIONS, AND APPEND 3 0 THE x------r BUILDING CODE (UNIFORM BUILDING CODT & - ., z_x-------- Y-- ---- - x- ----- -- x x------ 1998 CALIFORNIA BUILD U E). x wa :u 2. 1 ANDx- x- ----x- - -- x-- x x .25.5 1 DWATERLINESua ,>;- -- = 2 SHALL BE INSTALLED WITH 24 MINIMUM COVER.X Kn;, f' _-_- 0------a-----o-- -¢ -----0-- o r`__ - - a-- / 1% ATE 2' u a g, o -¢ - EXISTING x i x ice 3. TOR SHALL ADJUST COMPLETION OFt CONTRACTOR GATE VALVE COVERS TO GRADE AFTER11/2"1 LPE J i---a Y / PAVINGl 1,26.6 7 X. .*'_ Y T_-_ _-- i f\ w M s T T -} - T! i / o 4. ALL 6 WATERLINES SHALL BE 12 GAGE; ALL 8 WATER LINES SHALL BE 10 GAGE XE 3 4 3 AR LINES AND WRAPPED ACCORDING TO A W W A SPECIFICATIONX. 1 PIPE- -----_____- 2 STEEL, CEMENT MORT C203-86, C205-85. 1121.3 I 1zs 1 i- X 5. SAND BEDDING AND SAND BACKFILL IN PIPE ZONE IS REQUIRED UNLESS NATIVE MATERIAL IS SUITABLE AS DETERMINED BY THE CITY ENGINEER. x 119.5 x 1119.6 l 6. CONTRACTOR IS RESPONSIBLE FOR SECURING FROM THE CUCAMONGA COUNTY WATER x x t 11 Ji / / DISTRICT COPIES OF THE STANDARD SPECIFICATIONS FOR CORRECT INSTALLATION IF 112,.s z1.s 1 x C7 x i , ; 14 I 1119.3 i i % THE PROPOSED WATER SYSTEM. 1,T 1 0.5 xT 16.-Z i / i l l 110 7.PRIOR TO THE ACTIVATION OF ANY NEWLY CONSTRUCTED WATERLINE TESTING AND 1120.5.___ STERILIZATION SHALL BE PERFORMED TO COMPLY WITH THE PROVISIONS IN SECTION9., lull x x x_ t\ 1 l i i 1 5 OF CUCAMONGA COUNTY WATER DISTRICT STANDARD SPECIFICATIONS. i I 1,20.5 1 i 1120.8 1 8. ANY CONTRACTOR PERFORMING WORK ONTHISPROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 8.a o x11t,a 11181 ' i FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER8k l l l iOR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.f 0 1 19 F 3.51' N88'0310E 1118.1 i i i/ l % 9. CONTRACTOR SHALL RETURN A LEGIBLE AND CLEAN SET OF "AS-BUILT" DRAWINGS TO i THE CITY OF RANCHO CUCAMONGA.l 3 1 s 10. ANY CHANGES IN WATER UNE DEPTH OR CHANGES CONCERNING CONSTRUCTION SHALL O x x S 11x .a 1 x i BE REPORTED TO THE CUCAMONGA COUNTY WATER DISTRICT AND THE CITY OF RANCHO 18 11/15. CUCAMONGA. o o x 1 I i.8 1 3 i ! i 11. CONTRACTOR SHALL INSTALL FIRE HYDRANT ASSEMBLIES AFTER INSTALLATION OF Ii x i ADJACENT HARDSCAPE (I.E. CURB) IF FIRE HYDRANT ASSEMBLIES ARE INSTALLED 1 BEFORE ADJACENT HARDSCAPE CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE it FOR ADJUSTING HYDRANTS TO GRADE, BOTH VERTICAL AND HORIZONTAL IF REQUIRED1115.1 115.1 1 118 7 e i AT NO EXTRA COST. 12. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 1115.\ t11 11 .7 CONVENIENCE OF THE OWNER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION x OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OR WORK 1116.6I1,5.a REQUIRED BY THESE PLANS THAT IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.G x xo rte, 1114.5 W 11146 l x x 943.i t5 x x v / I J J x R1113.2 x 15.1 x A Ln tt 3 1113.6 I 1 l x 1115.7 113.9 1 1 16.5 114.5 I QU UTIUTY CONSTRUCTION NOTES x E1113.4 I wxO1CONSTRUCT8 CML do W WATERLINE. x 1116.5 x / ' 11 .6 14 1 7 O2 INSTALL 1 1/2" DIA. GALVANIZED PIPE. 1113. 1116.6 O3 CONSTRUCT QUICK COUPLING VALVE PER CITY STD. PLAN 536. o 4 NOT USED. 1 x 111 50 INSTALL 1 1/2" x 1 1/2" x 1 1/2" TEE. x/ 0 1 66 REMOVE 8" BUND FLANGE. O7 CONNECT TO EXISTING DETECTOR CHECK.13 1i3.13 I OS INSTALL THRUST BLOCK 12 INSTALL 1" DIA. GALVANIZED PIPE. lr , l' 13 INSTALL 1 X 1 X 1 TEE. 11 J.5 111 .6 1 14 INSTALL HOSE BIB INSIDE 12 7/8 X 13 5/8 J di: R CONCRETE 11,2.6 12 11 , 1 O METER BOX WITH CONCRETE COVER OR EQUIVALENT. x 136 1 1 1113.6 IN x 110. x 1111.8 x x x I x 14.85.1p x7 x 1 15 GTE v 11 6 11 10 1111,6 x11, 12.7 f' J.7x11 1109.7 Ix t 10. 11 1. tt 7 o rl Q - 1110.8 x © _ _ DD ®DC AT2e __ 77 DESCRIPTION OF CHANGE DATE APPRovEr top1109.6CITY OF RANCHO CUCAMONGA1 ` r - C) C:)09 METROLINK STATION - PHASE 2Li 0 4 GRADING IMPROVEMENTS Jz t41-4 T x UTILITY PLAN x 1107.3 1107-5 y I x i I1 APPROVED BY: DATE:107.5 1 x i CITY ENGINEER C.E. N0.24953 1 tOFESS/ x RECOMMENDED 1108.7 x„ o5.s x11 1,05.2 I I SCALE: 1" = 40' DESIGNjos x Q, LDC1nGxos.7 j j n x 1107.3 1106.5 i j j N L.D. KING "'Y.,NC. I! II 105 x I NO. C 21062 DRAWN 21517ONTARIOWD- S17641TE 1008 x I I 11052 1106.6 I EXP. 9-3G-01 M.S.M. 909) 988-5492 G-1 13 CI V1q x 1106.2 i 108.s I j+,I i x A L r nc 2 x 107.5 1106.3 I CHECKED DRAWING NO.1 1 Ii Iv i I r' OFCC DOUGLAS H. MAYS R.C.E. No. 21062 7#3 n EXPIRES: 9-30-01 CITY OF RANCHO CUCAMONGA Lp( / 135-97 PROJECT SHEET NO. IX OF 1100 G STRIPING NOTES 1O APPLY STANDARD PARKING STALL DOUBLE WHITESTRIPINGPERDETAILHEREON 2 PAINT SOLID BLUE STRIPEJ PAINT 8* SOLID UE SmCmRs O3 LSTRIPE 4 PAINT 4" DASHED YELLOW STRIPET r PAINT 40 DOUBLE YELLOW CENTERUNE PER CITY OF h 777 33 PAINT 12 WHITE STOP BARO RANCHO CUCAMONGA STD 1 PARKI G O7 PAINT "STOP SYMBOL PER CALTRANS STD. A24D. X x x x ;x , s DISABLED lj l ' y ARROW PER CALTRANS STD. A24ASIGNBYg.G R.R. r O8 PAINT DIRECTIONAL TYPE 10). 99 INSTAL_ SIGN ON POST PAINT HANDICAP PARKING SYMBOL PERlb, b M" --- ---- ---- - ---- "by - RANCHO CUCAMONGA DEVELOPMENT CODE10 12 ',/ Imo-5 TYP,---- --- - f--- i \ %'.g• lYP — 11 PAINT CURB WHITE, 2 COAT 12 INSTALL WHEEL STOP PER DETAIL HEREON1313f3 3 APPLY RED PAINT TO FACE AND TOP OF CURB. T j APPLY "FIRE LANE", 4" HIGH, 1/2- WIDE WHITE 17 4 LETTERS O 30' APART ON FACE OF CURBS J 13 13 WITH LENGTH GREATER THAN 10 O14 INSTALL METROLINK SIGN. 15 SIELECTRICVEHICLECHARGINGSTATION GN PER CALTRANS STD. G66-21 AND G33-1. 0gCl16 ELECTRIC VEHICLE PARKING SIGN PER CALTRANS STD EVP-1. 13 J 17 PAINT 8" SOLID WHITE STRIPE PER CITY OF RANCHO j 13 9 22 O CUCAMONGA STD. 133. 18 RELOCATE SIGN. i O3 19 APPLY RED PAINT TO FACE AND TOP OF CURB.20 2OO PAINT PAVEMENT MARKINGS PER CALTRANS STD.13 r _j VA f /; A24D AND DETAIL HEREON.10 VA\ 13 j' 21 INSTAL_ SIGN ON ELECTROLIER.lLj'l SEE ELE TJR7R Ll VA 13 i 22 INSTALL DISABLE PARKING SIGN THIS SPACE DESIGNEDPLANSFORO FOR DISABLED ACCESS T"USE LAS . COLOR BLUE FOUNDATIONS E.V. CHARGVA 2 ENTRY INFORMATION SIGN BY SCRRA.V i i+ I. it I I i v v v v v 11 / \ l i l / i t NOTES: 4 1. SIGNS IDENTIFYING HANDICAP PARKING SPACES AND REQUIRED INFORMATIONAL SIGNS AT ENTRY TO PARKING LOT WILL BE INSTALLED BY SCRRA. 13 i 2. SIGNS FOR PASSENGER DROP-OFF ZONE WALL BE INSTALLED BY SCRRA. 3. SIGNS FOR BUS STOP ROUTE NUMBERS WALL BE INSTALLED BY OMNITRANS. N. 13 1 f 4 SCRRACONTRACTORSHALLCOORDINATEWITH AND OMNITRANS FOR THE INSTALLATION OFSIGNS. VA\ A 13 i ' /13 5. SIGNAGE SHALL COMPLY WITH CCR, TITLE 24 AND THE AD ACCESIBIUTY GUIDELINES (ADAAG). 1/2" VA 4 lm DIA. HOLE 1 1/2'— 5- j t) 6 c 3/8" REB AR TYP. 14 1.2 l 2 MJ E STOPDETAIL.-- 5"REBAR i / N.T.S. 1s LONG 131390 4 VA f ! TYPICAL 13 air 13 lYP VA SEE DETAIL AT LEFT FOR VA WHEEL STOP INSTALLATION 19 VA I5' x 5' PLANTER F` g 2 7 6 S'/ S PAINT 4" DOUBLE WHITESIGNStips, 7 7 1 4' STRIPES, TYPICAL AT ALL s 7 J K I AND RIDE LANE O 9 STANDARD STALLS I 1 4w W44 TWO-WAY DIRECTIONAL ARROW \ \9 6 13 S 14 15 i' L S 6R2s(s)No sroPPlNc AT qti 5 c 6 1p ZG PAVEMENT MARKING STANDARD PARKING STALL STRIPING o +Q-V_ r N.T.S.N.T.S. ANY TIMEol O \ 13 0' . 7 6 8 13 aG'9 .Q 13 ..em. 6 14 15 1 m LEGEND 7 a EXISTING SIGN 1 j A2 DESCRIPTION OF CHANGE DATE CITY M NEW SIGN s R1 l APPROVED 1 g 23 19 R26(S) CITY OF RANCHO CUCAMONGA aR26( S) 21 6 R26 S 19 METROLINK STATION - PHASE 2 SCRRA SIGN SIGNING AND STRIPING PLAN 3 EXIST. wMETROLINK / ' N 18 PARKING ONLY. NO PARKING 10:OOPM TO 4:30AM" TOW AWAYI EXIST. i 1 j APPROVED BY:DATE: Lo cry NO STOPPING CITY ENGINEE P.C.E. N0.24953 HERE TO CORNER I SCALE: 1 = 40 ESS/ DESIGN RECOMMENDEDSIGNIj ' H'C.P.C. Lr)cinG nj EXIST. I f u L.D. KINGS INC.DRAWN 2151 E. D" ST., SUITE 1008L CAR POOL/N0. C 21062 ^ ONTARIO. CA 91764 o VANPOOL I EXP* C 9-30-01 M.S.M. 909) 988-5492 G-12OF 130PARKINGONLN,U CHECKED SO DRAWING NO. OF CAL\E DOUGLAS/H. MAS R.C.E. Nef. 21062 7 o EXPIRES: 9-30-01 arra RANCHO CUCAMONGA lDK / 735-97 PROJECT SHEET NO. -[ OF 37 1100 G EROSION CONTROL TES f, GRAVEL BAG SEDIMENT BARRIERE ---- F 1. IN CASE OF EMERGENCY, NOTIFY E CONTRACTOR'S NAME) 1. GRAVEL BAG SEDIMENT BARRIER WILL BE INSTALLED TO RETAIN SEDIMENT ON-SITE BY RETARDING AND FILTERING STORM RUNOFF. c, x 4i -,t-_ - THE N 2. H WITHOUT INCREASING THE BASE WIDTH AND IN A FASHION TOi _ i-- - -2. E CIVIL ENGI EER WILL SUPERVISEx x x c* ___--- WORRESIST THE FORCE OF THE FLOWINGKISEROSIONCONTROLWORKANDCERTIFYTHAT r ter--- 40-4'-T _ _ IN ACCORDANCE WITH THE APPROVED PLANS WATER, SIDE BY SIDE, IN n,.xX x 0-- AN INTERLOCKING PATTERN FIRMLY ABUTTING ADJACENT BAGS x ky x , SIGNATUR ATE f ri,! I i fj 30Loo GRAVEL 3/4" (MINIMUM) WITH LESS THAN 59' FINES SHALL BE USED TO FILL THE GRAVEL BAGS t 3. nA STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. Jam T r . \ r _ i ; NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATEt- RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT." i -- ' f = --- ____ i T 4. "DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT Ai/ THE APPROVAL OF THE GRADING INSPECTOR." ice— Is A C% C i / / 5. "ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE PLAN IN PLACE AT THE END OF WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS 4OX" xT INSTALL DOUBLE ROW OF y BAGS, STACKED TWO 6 "AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE HIGH u u uu L x _ I / / REMOVED FROM CHECK BERMS AND DESILTING BASINS x 1 _ r g AND THE BASINS PUMPED DRY. DO NOT PUMP SILT AND DEBRIS ONTO THE PUBLIC R/W AREA. I SUBGRADE OR FINISH SURFACE ti 1 •1 t9 7. "FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY AS ORDER OF WORK DICTATES. j j o FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH SECTION A A I I WORKING DAY. ij' i i 8. A GUARD NAIL BE POSTED ON THE SITE WHENEVER THE DOUBLE HEIGHT GRAVEL BAG i I 111 a • I j l DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET." SEDIMENT BARRIER DETAIL NOT TO SCALE g DUST CONTROL MEASURES r- l i r l 1. INSTALL A SIX-FOOT HIGH TEMPORARY PERIMETER CHAIN LINK FENCE NTH TWO LAYERS OF MESH FABRIC. 2. SPRINKLE THE SITE WITH WATER PRIOR TO START OF GRADING. 3. CONTRACTOR SHALL MAINTAIN DUST CONTROL DURING CONSTRUCTIONr BY MEANS OF WATER TRUCK WHEN NECESSARY AND MEN HIGH WINDS ARE FORECASTED. CONTRACTOR SHALL MAINTAIN A CONSTRUCTION FIRE HYDRANT METER ON SITE AT ALL TIMES FOR THIS PURPOSE. INSTALL FEN TN WIND S E NING CHAIN LINK 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DUST CONTROL DURING CONSTRUCTION OPERATIONS AND AFTER HOURS INCLUDING WEEKENDS AND HOLIDAYS, AS NECESSARY. F y l o x TAMPED-IN CRIMPED STRAW PROTECTION INSTALL STRA LOG BARRIER ALONG PRO CT 1. TEMPORARY SLOPE PROTECTION SHALL BE PLACED IMMEDIATELY PERIMETER PER DETAIL f \ x ' i / FOLLOWING GRADING OPERATIONS AND MAY BE COMBINED WITH FINAL PROTECTION. ra 2. FINAL EROSION CONTROL I.E. LANDSCAPING MAY BE DONE IN LIEU OF TEMPORARY MEASURES IF DONE IMMEDIATELY FOLLOWING GRADING. 3. CONTRACTOR MAY USE WOOD CHIPS, JUTE MATTING OR AN APPROVED HYDROMULCH AS AN ALTERNATE. 13 t3a 4. ALL SLOPES EXCEEDING 2' IN HEIGHT AND 3:1 SLOPE SHALL RECEIVE INSTSANDE S AR EROSION CONTROL PROTECTION. A G STORK DRAIN INLET_= i I 5Now1 2 2-STAKES STRAVVLOG 9"x16' 2" i j 2 10 STRAW LOG DETAIL NSLL 60 CHAIN LINK 1 15 NOT TO SCALE NOTE:TA FENCE WITH WIND SIC t_N N FABRIC (TYP.} FENCE AND PROTECT ALL EXISTING LANDSCAPE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING LANDSCAPE ! INSTALL SA ARDBAGS INSTALL SANDBAG, of _ NDvr I a y -_ STORM DRAIN. INET-,5__ STORM .DRAIN JN f r CITY 1111.77 DESCRIPTION OF CHANGE DATE APPROVELn 1170D N y` CITY OF RANCHO CUCAMONGA INSTALL STRAW BARRIER ALONG PROJECT PHASE Z- PERIMETER PER DETAIL=—I METR LIN o GRADING IMPROVEMENTS 464 EROSION C0NTR0L PLAN APPROVED 8 Y: HATE:J l ESS/ CITY ENGINEERR. N0.24953 SCALE: 1 = 40 H DESIGN RECOMMENDED M.S.M. LDicIn raIfNL.D.j KING INC. I NO. C 21062 ^DRAWN 2151 E. D" ST., SUITE 1008 EXP. 9-30-01 o I 105--- \ I s' M.S.M ONTARIO, 9098- 549264 G-13 13 Q civi- UCA1-A1 CHECKED AV DRAWING N0. DOUGLAS H. MAYS R.C.E. No. 21062 7#3 0I EXPIRES:9-30-01 CITY OF RANCHO CUCAMONGA PROJECT SHEET NO.OF 1100 G SEE PS-2 FOR CANOPY DIMENSIONS 235.50' NATURAL GRAY WITH i LIGHT SANDBLASTED FINISH 57.63' SAWCUT LINES AND CONCRETE PAVING COLOR PER DETAIL BELOW I CONTRACTOR TO MATCH EXISTING SCORE LINES. x x 90' x x E lam. K x J , Il 1 x '_ ' a-- -max L>xxx L I II II f TIE PROPOSED PLATFORM TO EXISTING PLATFORM PER I I I I ( I CENTERLINE MAIN TRACK REMOVE PUC ACCESS RAMPSTRUCTURALPLANS. REMOVE PER STRUCTURAL PLANS IINTERFERINGPORTIONOFC-4IICENTERLINESIDINACKC-4GUARDRAILI I I TRo SAWCUT LINE X X1 x x n; - X BEIGE COLORED CONCRETE PAVING FF n \ X. , x PUC RAMP WITH LIGHT SANDBLASTED FINISH err xk u kms.. y k DN 1:8 TYP. x i CONOPY AND SAWCUT INTERSECTION 80 19.80'sow EXISTING PLATFORM LIGHT Jam\ X PROCTIN PLACE C OPY REMOVE AND SALVAGE o EXISTING BENCH Q SEE DETAILACONTRACTORTOSAWCUTANDREMOVETOPBELOW06" (MIN) EDGE OF BAND AND FOOTING AND PARTIAL COLORED CONCRETE PANEL. 39.60' 39.60' 33soNo 94' 33.94' oNORTH CANOPY DETAIL. JOIN PROPOSED GUARD w RAIL TO EXISTING RAIL 115.43'SCALE: 1"=5' 170.00' 170.00' NOTE: PLATFORM EXTENSION PLAN.ALL STRUCTURES ABOVE PLATFORM SURFACE SHALL BE A MINIMUM OF 12 FEET CLEAR MEASURED FROM CENTERLINE OF TRACK. SCALE: 1"=20' NOTES: 1. YELLOW PAINTED SIGN ON PLATFORM. SIGN TO READ: STAY BEHIND YELLOW LINE. TEXT SHALL BE 4" HIGH 5/8"X3/4" STROKE, BLOCK LETTERS, AS APPROVED BY ENGINEER. CENTERLINE SIDING TRACK TYPICAL BOTH SIDES OF THE PLATFORM. IFS CL CANOPY AND SAWCUT INTERSECTIONS 4" YELLOW CALTRANS APPROVED PERMANENT ir) EDGE OF SOUTH PLATFORM rF c2.0' X 4.0' YELLOW TACTILE TRAFFIC TAPE WARNING STRIPE EXPANSION JOINT WARNING TILES PA-2 3" YELLOW WARNING LETTERS SEE NOTE 1. I -————————L N O 45LO U)CONSTRUCT PUC RAMP p PER STRUCTURAL PLANS 90* N o \ 90' N I SAWCUT LINE D 4.0 0.C. PA-2 LO TREEWELLr-I CITYDESCRIPTIONOFCHANGEDATEAPPROVED 7.50' CITY OF RANCHO CUCAMONGA 4 LIGHT POLE METROLINK STATION - PHASE 2 I- - - - -GUARD RAIL PA 2 BENCH PS-3 o TRASH RECEPTACLE PLATFORM EXTENSION PLANS FOR FORM LINER REQUIREMENTS, BEIGE COLORED CONCRETE NATURAL GRAY CONCRETE SEE PS-1. FORM LINE SHALL BE PAVING WITH LIGHT WITH SANDBLASTED FINISH N CONDITION AND CANOPY PLANS USED ALONG ENTIRE SOUTH FACE SANDBLASTED FINISH OF PLATFORM EXTENSION. APPROVED BY: DATE:3 Oce Ln CITY ENGINEER C.E. N0.24953 SEE PS-2 FOR 1( DESIGN RECOMMENDED T CANOPY PLAN TYPICAL CANOPY DIMENSIONS END CONDITION H C.P.C. Lr)cinG L.D. KING INC.In SCALE: 1"=4' SCALE: 1 L.D. No. c 21062 ^` DRAWN 2151 E. D" ST., SUITE 1008 M.S.M. ONTARIO, CA 91764 a EXP. 9-30-01 909) 988-5492 P A-10 2 a f CIV1. Q F CHECKED d 34 p DRAWING NO. CA ca DOUGLAS H. MAYS R.C.E. No. 21062 7EXPIRES: 9-30-01 CITY Of RANCHO CUCAMONGA LD1( / 135-97 PROJECT SHEET NO. 15 OF 1 1/2"x1 1/2"XO'-7" STEEL TUBE O TOP 2"X2"X3/16" STEEL RAIL SPLICE TACK WELD TO ONE TOP RAIL,TUBE TOP RAIL, TYP. 3/4" LONG SECTIONS OF 2 1/2" BOLT TO BOTH RAILS W/ 1/4"X1"GALVANIZED DIA. STEEL PIPE, TYP. FLAT HEAD COUNTERSUNK MACHINE SCREWS, TYP. 45•TYP. 1 1/2"x1 1/2"X1/4X0'-6" STEEL TUBES 3/8" WELD TO TOP RAIL, BOLT TO VERT. TUBES W/ 1/4"X1" GALVANIZED FLAT SEALANT HEAD COUNTERSUNK MACHINE SCREWS, TYP 3/4" SQ. SOLID STEEL CROSSBARS AND MIDRAIL TYP. BACKER ROD TO Q3/4" SQ. SOLID STEEL ADJUST TO WIDTH w BALUSTERS, TYP.OF EXISTING SEPARATION Z 2"X2"X3/16" STEEL VERT. TUBES, TYP. w 1 SET W EPDXY GROUT 12" DEEP IN CONCRETE0°CONCRETE 1 3 1/2 X3 1/2"X1/4" STEEL TUBE SLEEVES, SLAB SLAB P. TOP OF CONCRETE PLATFORM. NOTE: s TYP. AND GRIND SMOOTH FABRICATE EXPANSION JOINT ALL STEEL GUARDRAIL MEMBERS TO BE I II II 4" II II BALLUSTRADE AS A UNIT BEFORE PAINTING FILLER ELECTROSTATIC SPRAY PAINTED COLOR J CLR. TYP. L J BOLT UNIT TO VERT. TUBES AND TOP RAIL HARTFORD GREEN" TO MATCH PHASE 1 W/ 1/4"X1 1/2- GALVANIZED FLAT HEAD CONTRACTOR TO SUBMIT SAMPLE OF COUNTERSUNK MACHINE SCREWS, TYP. PROPOSED FINISH FOR REVIEW AND APPROVAL BY CITY PRIOR TO FABRICATION. 4'-2 3/4"t A GUARDRAIL ELEVATION SCALE E EXPANSION JOINT BETWEEN CONCRETE POURS SCALE N.T.S. N.T.S. 1/8"R TYP. KEYWAY 3/8" X 5/8" TILE ADHESIVE AND MECHANICAL FASTENERNOTCH 3" 2" 4" 1 -3"2 1/4" TILE1 I SEALANT 1 1/2-U- 3/8 O38"1 Q o 3/8" X 1" CONCRETE SAWCUT PLATFORM SLAB APPLY 4" YELLOW PAINT YELLOW CALTRANS APPROVED WARNING LETTERS ZPERMANENT TRAFFIC TAPE 3/4" CHAMFER SEE NOTE 1 4" WARNING STRIPE CONC. SLABONSHEETPA-1 B KEYWAY JOINT DETAIL SCALE F TACTILE TILE AT PLATFORM EDGE SCALE N.T.S. N.T.S. EPDXY GROUT 3 1/2- X 3 1/2- TUBE SLEEVE 12" DEEP O • Z o OJ uj LOQ CWS o a Q J ® C4 o j\fes\ Z la" ' OUTLINE OF FOUNDATION A NEWEL POSTS ONLY MIN. ` \\% NEWEL POST` \ FOUNDATION C TYPICAL FIXED RAILING DETAIL SCALE GN.T.S. mw Q Q SAWCUT DESCRIPTION OF CHANGE DATE CITY r- CONTROL JOINTAPPROVED 316" CITY OF RANCHO CUCAMONGA 0 1 1/2- METROLINK STATION - PHASE 2MIN. 0 LL 0 PLATFORM EXTENSION PLANS CONCRETE Q m PLATFORM SLAB D PLATFORM DETAILS aj a- APPROVED BY: ATE: 3 4 ESS/ CITY ENGINEER C.E. N0.24953 i DESIGN LDIIII(incFIRECOMMENDED C.P.C. d' L.D. KINGS INC.NO. C 21062 'DRAWN 2151 E. D ST., SUITE 1006 c/Qi EXP. C9v30- 01 il- \ M.S.M. ONTARIO, CA 91764 Q01 909) 988-5492 PA-?=OF D CONTROL J 01 N T DETAIL SCALE F CHECKED i/,,, DRAWING N0. 7 3DOUGLASH. MAYS R.C.E. No. 210t2N.T.S. EXPIRES: -30-01ca CITY OF RANCHO CUCAMONGA W ` '97 PROJECT SHEET NO. jo_ OF STRUCTURAL GENERAL NOTES GENERAL REINFORCING STEEL 1. ALL WORKMANSHIP, MATERIAL, AND TESTING SHALL CONFORM TO THE 1. ALL REINFORCING SHALL BE PLACED AND SUPPORTED IN CONFORMANCE REQUIREMENTS OF THE 1997 UNIFORM BUILDING CODE, AS AMENDED BY WITH "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE THE CITY OF RANCHO CUCAMONGA AND THE STANDARD SPECIFICATIONS CONSTRUCTION", LATEST EDITION, PUBLISHED BY W.C.R.S.I. FOR PUBLIC WORKS CONSTRUCTION. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL ASTM A-615 GRADE 60. DIMENSIONS AND CONDITIONS AT THE JOB SITE AND TO CROSS-CHECK DETAILS AND DIMENSIONS ON THE STRUCTURAL DRAWINGS WITH 3. ALL REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM RELATED REQUIREMENTS ON THE ARCHITECTURAL, CIVIL, AND CONCRETE COVERAGE, UNLESS NOTED OTHERWISE: ELECTRICAL DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. A. CONCRETE PLACED AGAINST EARTH 3" B. CONCRETE WITH FORMED SUFACES IN CONTACT 2" 3. ALL OMMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WITH EARTH WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO C. CONCRETE EXPOSED TO WEATHER 2" THE ATTENTION OF THE RESIDENT ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 4. DETAILS MARKED TYPICAL SHALL APPLY IN ALL CASES, UNLESS ANCHOR BOLTS SPECIFICALLY DETAILED OTHERWISE. WHERE NO DETAIL IS SHOWN, 1. BOLT MATERIAL SHALL BE IN ACCORDANCE WITH ASTM A36 OR ASTM CONSTRUCTION SHALL BE AS SHOWN FOR OTHER SIMILAR WORK. A307, UNLESS OTHERWISE SPECIFIED. 5. UNLESS SPECIFICALLY INDICATED OTHERWISE THE DESIGN AND 2. EACH ANCHOR BOLT SHALL BE HOT DIPPED GALVANIZED TO CONFORM INSTALLATION OF TEMPORARY SHORING AND BRACING SHALL BE THE TO ASTM A153 WITH A MINIMUM OF 2.0 OZ. OF ZINC COATING PER SQUARE RESPONSIBILITY OF THE CONTRACTOR. FOOT. 6. REFER TO SPECICATIONS FOR ADDITION INFORMATION. 3. ALL NUTS AND WASHERS SHALL BE GALVANIZED CONFORMING TO ASTM A153. FOUNDATIONS 1. ALL FOUNDATION AND SOIL WORK SHALL CONFORM TO THE RECOMMENDATIONS OF THE FOUNDATION INVESTIGATION PERFORMED BY THE NINJO AND MOORE, DATED: APRIL 28, 2000. 2. ALL FOOTING SHALL BE ESTABLISHED ON PROPERLY COMPACTED OR OR COMPACT NATURAL SOIL. 3. ALL FOUNDATION BEARING AND FILL MATERIALS SHALL BE INSPECTED AND APPROVED BY THE BUILDING INSPECTOR AND A REPRESENTATIVE OF THE SOIL ENGINEER PRIOR TO PLACING CONCRETE. STRUCTURAL STEEL 1. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM WITH ASTM A-36, AND SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." 2. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. 3. ALL WELDING SHALL CONFORM TO A.W.S. A5.1 AND A.W.S. D1.1 OF THE STRUCTURAL WELDING CODE. 4. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED FOR THE TYPE OF OPERATION INVOLVED. 5. E-70XX ELECTRODES SHALL BE USED, UNLESS NOTED OTHERWISE. 6. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING. 7. WELD METAL DEPOSITED BY THE ELECTROSLAG OR ELECTROGAS WELDING PROCESS SHALL CONFORM TO THE REQUIREMENTS OF SUBSECTIONS 4.20 OF A.W.S. D1.1. 8. STRUCTURAL STEEL ADJACENT TO SOIL SHALL HAVE 4" MINIMUM CONCRETE COVERAGE. 9. ALL COMPLETE PENETRATION GROOVE WELDS AND PARTIAL PENETRATION GROOVE WELDS SHALL BE TESTED BY ULTRASONIC TESTING. UNEXPOSED CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH f'c = 3,250 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. SPECIAL INSPECTION IS REQUIRED. 2. ALL CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. 3. CEMENT SHALL BE PORTLAND CEMENT, TYPE II CONFORMING TO ASTM C-150 AND SHALL BE TESTED. 4. ALL REINFORCING BARS, DOWELS, ANCHOR BOLTS AND OTHER INSERTSDESCRIPTION OF REVISION pqCITDATE APPROVEDSHALLBESECUREDINPOSITIONPRIORTOPLACINGOFCONCRETE. 5. MASTER BUILDERS "MASTERFLOW 713 GROUT", OR EQUAL NON-SHRINK CITY OF RANCHO C U CAM O N GA GROUT, SHALL BE USED WHERE "GROUT" IS SPECIFIED ON DRAWINGS. METROLINK STATION - PHASE 2 FORM LINERS 1. CONTRACTOR TO USE TEXTURED FORM LINERS PER MANUFACTURER'S STRUCTURAL GENERAL NOTESRECOMMENDEDPROCEDURESANDATLOCATIONSSHOWNONDRAWINGS. FORM LINER: BG304 WEATHER GRECIAN, FLUTED FRACTURED RIB, 3/4" DEEP X 1 1/4" BASE ON 2" CENTERS, AS MANUFACTURED BY nr: r,pa5 ; APPROVED BY: DATE: BURKE. o^ol1 CITY ENGINEER R.C.E. N0. V. TRINH W. The Parkway AssocIOtes, Inc. 310 J v DESIGN RECOMMENDED OronCa 92868-0280 DRAWN PH: 714 456-0280 SHEET o M FAX:7714; 456-0295 moo N. SHU o\ PS-1 of 3 joo CHECKED WANG R.C.E. NO DRAWING NO. S_DATE FILE NO PROJECT ISS N n ofdomm"mmv t" 7wy No', 1743 EDGE OF EXIST PLATFORM Al- SAWCUT LINE TO MATCH EXIST 0lb 4p-0 SLAB PATTERN f FACE OF EXIST PLATFORM 4'-4"f EDGE OF EXIST PLATFORM IL TRACK EDGE OF PLATFORM l'-6"± FACE OF PLATFORM WALL 14'-73/ 8p' o) 7 5'-0"X5'-0"X1'-6" a' M FOOTING, TYP S—3 cn hill b FACE OF PLATFORM N EDGE OF PLATFORM WALL CONCRETE COLUMN, 0 0 SEE CANOPY SHELTER 0 E DRAWING EXISTING UTILITY BOXES TO BE PROTECTED IN PLACE 15'-0" 55-0" 10"f Z7 -6" 103'-2" 5'-8" 14'-6"5'-8" 34'-9:y4" 70_6" TYP TYP TYP PLAN DESCRIPTION OF REVISION DATECITY APPROVED LEGEND: 18/0 - 11-0" CITY OF RANCHO CUCAMONGA METROLINK STATION PHASE 2 DENOTES CONCRETE REMOVAL (PORTION)T ti'0. 5685 FOUNDATION PLAN i APPROVED BY: DATE: J CITY ENGINEER R.C.E. N0. a DESIG4 RECOMMENDED W. i600 TheAssociates, PCity rimryWet,Site 310V. TRI N H r. Oran Co 92668-0280 DRAWN FAX:NOTE: 456-0295 S0488FTPH: 714 456-0280 HEET NOTE: o N. SHU PS 2 3 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 1 —0. of 0 DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. cHAKEWANG R.C.E. NO DRAWING No. o DATE FILE N S-X lJwg N'a,> 7 3 VAPOR BARRIER, TYP TRACK 4, TYP 22" 1 -4 GUARDRAIL, SEE 1'-4" VARIES 1'-6" TOOLED COLORED REINFORCED 2 -4 2 -0 5 -3 2iv TOOLED RADIOUS REINFORCED CONC SLAB RADIUS REINFORCED CONC SLAB TACTILE WARNING STRIP I TOOLED 2 TEXTURED FORM EXIST EXPANSION JOINT CONC SLAB TAPE STRIPS SEE ARCHITECTURAL GUARDRAIL RADIUS---,"", LINER CON REINFSLABORCED SEE 2 '5 ® 16 OC FINISHED a REINFORCED SLOPE -1%T P F P ATF RM 6 5 (TOT 3) 3" DRAWINGS) TOOLED 2 0 CONC SLAB 5 @ 16 OC EWaGRADEEXISTREINFORCED SLOPE -1 O RADIUS TREE WELL 5 ® 16 OC EW CONC SLABTOPOFPLATFORM 6„ TOP OF RAIL i 16 SLOPE +1 _ 1. 3 N `D 4 2 SAND & VAPOR 2" SAND TOP OF PLATFORM N BARRIER (TYP) 5 ® 16 OC EW 4 ® 18 OC 2" COMPACTED FILL COMPACTED FILL PER REINFORCED CONSTRUCTION i FORM LINER STANDARD SPECIFICATIONS, CONC WALL 12"JOINT 0 5 ® 16 5 16 OC 1 2 SAND & VAPOR 5 ® 16 OC NATURAL GRADE FORM LINER 2" SAND & VAPOR 04 BARRIER (TYP) FINISHED GRADE 5 ® 16 OC SEE 2 BARRIER (TYP) o CONST JOINTCOMPACTEDFILL REINFORCED 5_ #4 COMPACTED FILL EXIST REINFORCED 6 NCONCFOOTING 2- 4 1 06 OR 9 1'-0" 4 ® 18 OC CONC FOOTING 1—p"t 51 1'-6"® 12 5 16 FACE OF DRILL & BOND DOWELS c•, 4 TOT 83" CLR O PLATFORM WALL NOTE: INTO 5" DEEP HOLE 1 REVEAL SHOULD RETURN NOTE: 1'-4" 1'-4" 1'-4" NOTE. AT ALL CORNERS PROVIDE KEYWAY J NTPROVIDEKEYWAYJNTANDENDSECTIONS (TYP). LEGEND: 00 BETWEEN POURS 4'-0" 1'-3"BETWEEN POURS 2 CONCRETE REMOVAL (PORTION) 1'-8"1'-4" 1'-4" 10- PLATFORM PA-A- PLATFORM SECTION 1 PLATFORM SECTION AT SEAT AND TREE WELLK-4PLATFORM CONNECTION K7RETAINING WALL SECTION g 1/201 = 1'-0" S-3 1/2" = 1'-0" S-3 11210 = 1'-0" S-3 1/2" = 1'-0" 3 1'-8 " 1'-8Y" lL LIGHT POLE GUARDRAIL, SEE 2 2" 2"1'-4" VARIES 2" 1'-4" VARIE 6„ 6" TOOLED I REINFORCED 2EXISTREINFORCEDRADIUSCONCSLAB, SEE GUARDRALL FOUNDATION REINFORCED i 7" GUARDRAIL REINFORCED CONC SLAB CONIC SLAB C° SLOPE -1 D 5 I CONC SLAB 5 ® 16 OC EW TOP OF PLATF RM 5 ® 16 OC EW GUARDRAIL REINFORCED TOOLED o 1'-6" CONC SLAB RADIUS I 0 1 = 2 2" SAND & VAPOR3D 4 ® 16 BARRIER (TYP)TOOLED 5 16 OC EW I SLOPE -1%N N NIt RADIUS TOP OF PLATFORM 5 ® 8 COMPACTED FILL o TOP OF PLATFORM SLOPE -1% EXIST FORM LINER LIGHT POLE n FINISHED GRADE 2" SAND & VAPOR 7 2 SAND & VAPOR FOOTINGI5C 16 OC EW BARRIER (TYP)BARRIER (TYP) FINISHED GRADE a 4 TYP FORM LINER EXIST 2" SAND & VAPOR 6 FINISHED GRADE 6" COMPACTED FILL o BARRIER (TYP) 5117 1'-6" ® 12 o CONST JOINT o 2" SAND & VAPOR 4 TYP DRILL & BOND DOWELS N1BARRIER (TYP) 4 ® 18 OC INTO 5" DEEP HOLE 5 ® 16 8" COMPACTED FILL REINFORCED LIGHT POLE CONC FOOTING 8 FOOTING COMPACTED FILL N 4 TOT 84 ® 18 OC 1'-p" REINFORCED I NOTE: CONC FOOTING NOTE: NOTE: PROVIDE KEYWAY J NT PROVIDE KEYWAY J NT PROVIDE KEYWAY J NT 00 BETWEEN POURS 2BETWEENPOURS2BETWEENPOURS21,-9„ 1'-8"1'-4" 1'-4" 10"A- A- A- PLATFORM SECTION 2 PLATFORM SECTION AT LIGHT POLE 5 PLATFORM CONNECTION g RETAINING WALL SECTION AT LIGHT POLE 10 1/201 _ 19-011 S-3 1/2" S-3 1/2" = 1,-p„ S-3 1/2" = 1'-0" S-3 REINFORCED IC COLUMN 1'-6" 5N® 16AOC EW FOOTING U 1'-4" X 1'-4" SLOPE -1% 04 COLUMN, SEE FINISHER GRADE CANOPY SHELTER DWG" I 4 TYP 8" DOWEL ® FINISHED GRADE 6„ EACH CORNER 0 2= SAND & VAPOR rl TOP OF PLATFORM DESCRIPTION OF REVISION DATE CITY- ---------------- - -- -------------------- I BARRIER (TYP) APPROVED a CONSTRUCTION 5 ® 12 OC COMPACTED FILL CITY OF RANCHO CUCAMONGA 11 JOINT TOP AND BOTTOM 04 I EACH WAY 4 ® 18 OC 1'-p" REINFORCED CONC FOOTING o METROLINK STATION - PHASE 2 CN0. 50685 7 .30q MI LANOTE: SCEL NEOUS DETAILS PROVIDE KEYWAY JOINT Y 3 CLR BETWEEN POURS y / APPROVED BY: DATE: 5'-0" 2 CITY ENGINEER i R.C.E. NO DEV TRINH W. Koo & Associates, Inc. RECOMMENDED 600 The City 868 Parkway West, Suite 310 Oran Ca 92 -0280I NOTE: 2 4 t 6FT DRAWN FAX: 714; 456- 029514 456-0280 56- 0280 SHEET THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD N. SHU PS-3 3COLUMNFOOTINGDETAIL3PLATFORMSECTION6DIMENSIONSBEFOREORDERINGORFABRICATINGANYMATERIALoOFIN oNN 1/2" = 1,-0" S-3 1/2" = 1,-0 CHECKED DRAWING NO.S-3 R.C.E. NO A. WANG DATE FILE NO Oj F; c IC) ow Uwe N6, 173 6- MN. ACCESS (OTHER LOCATION) REINFORCING STEEL GENERAL CURB FORMWORK CONDITION AT EXTERIOR 1. BAR RONFORCING SHALL CONFORM TO ASTM A-61'5 GRADE 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DNAEIHSKN 60 FOR NO. 5 AND LAR( N0. 4 AND SMALLER SHALL ARCHITECT AND SITE CONDITIONS BEFORE STARING WORK THE Li 2X6 CONT. PLANK ESIDE ARCHITECTSHALL BE NOTIFIED OF ANY DISCREPANCYIIT ill II, I li: IIIA II b II I;I CONFORM TO GRADE 40.ii BEFORE PROCEEDING wtTH THE WORK.AVC 4 dICONST. JOINT, OPTIONAL 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, 2 DIMENSIONS SHALL TAKE PRECEDDNCE OVER SCALES SHOWNI' LuuFORM FLAT SHEETS. KEEP REINFORCING AT CENTER TO S1J18-ON DRAWINGS. D II III-1 I Io ON-GRADE I -III 1- I j d 3. ALL WORK sH,t.L caNFORM TO THE MINIMUM STANDARDS of I- b = 3. DETAILS OF REINFORCEMENT SHALL BE N ACCORDANCE THE 1197 EDITION OF THE UNIFORM BUILDING CODE AND n d WITH CHAPTER 7 OF AMERICAN OONCRETE INSTITUTE 315 CUT BACK BAR BENDS k UNLESS NOTE) ON THIS DRAWING. ANY OTHER REGULATIONS OVER ANY PORTION OF THE WORK, INCLUDING THE OCCUPATIONAL SAFETY AND HEALTHSPAD::U FOR BAR AND SMALLER ADMINISTRATION, AND THOSE LISTED N THESE NOTES AND Aru% DITION D 8d FOR BAR AND LARGER 4. LAPS OF WELDED FABRIC AT SPUCES SHALL NOT BE LESS SPECIFICATIONS. 935 t24,MIN. IN MASONRY THAN 8 INCHES.M LTROLINK STATION4. SEE ARCHITECTURAL. ELECTRICAL. AND MECHANICAL WIDTH AS SHOWN ON 18 MAIN. IN CONIC 5. REINFORCING STEEL DETAILING, BENDING AND PLACING DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, PLAN 48 DIAM. LAP N MASONRY SHALL BE N ACCORDANCE WITH THE CONCRETE DEPRESSIONS, ETC., NOT SHOWN ON THE STRUCTURALENGTUNFORMED + 2 IFOR LAP LH REINFORCING STEEL INSTITUTE 'MANUAL OF STANDARD DRAWINGS.FORMED IN CONIC. SEE DET. 6 PRACTICE', LATEST EDITION. S THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONSNOTESOFORMWORKNOTPERMITTEDBELOWGRADEUNLESS 6. SPACER TIES: FURNISH 03 TIES AT 24' O.C. IN ALL REPRESENT THE FINISHED STRUCTURE THEY DO NOT I. INDICATE THE METHOD OF CONSTRUCTION. THE FOOTING AND WALL ARE FULLY FORMED. DAILS. BEAMS D FOOTINGS, l OTHERWISE SHOWN N CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO 2. STAKES ARE NOT PERMITTED WITHIN FOOTING SECTION PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH 3. FOUNDATION CONC. MAY BE PLACED DIRECTLY INTO LAP AND OFFSET STIRRUP OR TIE 7. ALL RONFORCING STEEL. ANCHOR BOLTS, DOWELS SHA MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO PROVIDING THE FOUNDATIONNEATEXCAVATIONS, PROVBE SECURELY TELAEmDINPLACEBEFOREPLACING CONCRETE BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION TRENCH WALLS ARE STOVE OR MASONRY GROUT. EQUIPMENT, ETC, OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT NCiAM THE FOOTING TRENCH DETAIL REINFORCING H 00 K S AND BENDS INSPECTION OF THE ABOVE ITEM& 1 8 WELDING OF REINFORCING STEEL. IF PERMITTED BY THE SHA6, CONTRACTOR LL INVESTIGATE SITE DURING CLEARINGARCHITECT, SHALL BE ASTM A-706 REINFORCING STEEL AND BE DONE IN CONFORMANCE WITH THE 'STRUCTURAL AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS,WELDING CODE REINFORCING STEEL' OF THE AMERICAN FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES AREWELDINGSOCIETYAWND1-4 BY WELDERS QUAUNDER FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIEDTHEPROCEDURESCONTAINEDTHEREIN. USE LOWOW HYDROGEN ELECTRODES, GRADE (E80) FOR GRADE 80 REINFORCING IMMEDIATELY. BARS SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDING OF REBAR. 7. CONSTRUCTION MATERIALS SHA 8E SPREAD OUT IF j NO PIPES ALLOWED IN THIS PLACED ON FRAMED FLOORS OR LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT1PORTITIONOFFOOTING9. SUBMIT REINFORCING SHOP DRAWINGS FOR REVIEW BY THE ARCHITECT BEFORE FABRICATION.PROVIDE ADEQUATE SHORING AND OR BRACING WHERE METAL PIPE SLEEVE 3/4-1 DOWELDOWEL STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. COMPACTED FILL l 1/Y DEEP SAWCUT 0 24 O.C. 10. PROVIDE THE FOLLOWING MINIMUM CLEAR COVER OF TAMPED SAND 16-20 HOURS AFTER8. PROVIDE SURYEY STAKES PRIOR TO FOUNDATION INSPECTION, 1'-6'MIN POUR FILL WITH NOTED 1 SIDE ONLY CONCRETE OVER REINFORCING STEEL UNLESS OTHERWISE NOTED ON PLAN: VERIFY LOT LINES. WOUT 26 DAYS 1114-AFTER POUR a B. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITET 7 _ ON EARTH SIDE WMEN FORMED... AGAINST•EARONEARTHSIDEWHENPLACED3' RESPONSIBLE FOR THE STRUCTURAL DESIGN, OR ANOTHER ENdNEFR OR ARCHITECT DESIGNATED BY THE ENdNEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM STRUCTURAL OBSERVATION AS--- SEE PLAN FOR SLAB 420. THE ENGINEER OR ARCHITECT SHAH DEFINEDNBMIT IN STATEMENT T 0 M IN WRITING TO THE BUILDING OFFICAL STATING THAT THE SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED 2 IST POUR 2ND POUR APPROVECID PLHMAisAND EBM a TnoNsoR o REVISED TO CONFORM TO TMDETAILsFOOTHILLBLVDCONTROLJOINTCONSTRUCTIONJOINTAPPROVEDBYTHEBUILDINGOFFlCAL LOCA4 AT 20'-O' O.C. MAX. OONSTRUCTION JOINT EACH WAY UNDER PARTITIONS WHERE 6' MN. NO EXCAVATION FOOTING AS REQb. BELOW THIS LINE STRUCTURAL STEEL FOUNDATION TO KEEP DIMENSION LESS 1. STRUCTURAL STEEL SHA CONFORM TO A.ST.M. A-36 LLJ THAN 1'-8' EA. STEP SPECIFICATIONS AND TO THE A.I.S.C. SPECIFICATIONS 1. A FOOTINGS SHOULD BE AT LEAST 12 INCHES WIDE AND 0 FOR PIPE MORE THAN W-0' BELOW BOTTIOM OF FOOTINGS, FOR FABRICATION AND ERECTION. PLACED AT LEAST 18 INCHES BELOW THE LOWEST FINAL USE COMPACTED FILL (9OX DENSITY)INSTEAD OF T ARROW ROUTE CONC. TO FLLN PIPE TRENCH 2. BOLTS, Ex TMERE SPECIFICALLY NOTEDUNFINISHED 2 COMPACTION AND PROCEDURE OF COMPACTION Q h UTILITY TRENCH AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO SHA BE DONE N ACCORDANCE WITH THE sPEdFlCI T1oNS A.ST.M. A-325. HOLES FOR BOLTS SHA BE 1/16' OVER 3. SITE PREPARATION SHA BE DONE N ACCORDANCE WITH j W SIZED. UNLESS NOTED OTHERWISE ON PLAN. THE RECOMMENDATIONS OUTLINED N THE SOIL INVESTIGATION WZ N 4! 3 A WELDING SHA BE DONE BY A CERTIFIED WELDER AND REPORT W CONFORM TO A.W.S. SPECIFICATIONS. ELECTRODE SHA U W BE t:70.Q 4. OON EXCAVATION SHA BE INSPECTED BY THE SOIL EER AND THE Q Z 4. A FWWELDING AND HIGH STRENGTH BOLT POURING OF CONCRETE. STRUCTURAL ENGINEER PRIOR TO THE LU INSTALLATION SHA BE SPECIAL INSPECTED IN Y ACCORDANCE WITH THE UNIFORM BUILDING CODE UNDER 5. PROVIDE 2' SAND. AND 8 MNL VISQUEEN MOISTUREJSPECIALINSPECTION.' BARRIER UNDER CONCRETE SLAB ON GRADE, TYPICAL Q J b A STRUCTURAL STEEL SHA BE FABRICATED IN THE THROUGHOUT UNLESS NOTED OTHERWISE ON PLANS SCRRA D D„ SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHA BE SUBMITTED TO THE STRUCTURAL ENGINEER LOW HYDROGEN WELD THROUGH THE ARCHITECT FOR REVIEW PRIOR TO 1/16 D 3 j 6" FABRICATION. SEE DWG. FOR LENGTH CONCRETE OF WELD S. A STM PIPE SHA CONFORM TO A.S.T.M. A-53 GRADE 1. A CONCRETE SHA CONFORM TO THE 1>i97 EDITION OF THE U.B.0.8 AND STEEL TUBE SHA CONFORM TO A.ST.M. A-500 STEEL PLATE GRADE B. 2. CENT SHA CONFORM TO A.S.T.M. (C-150) TYPE I OR M. 3. DRYPACK SHA BE COMPOSED OF ONE PART OF PORTLAND 45T CEMENT TO NOT MORE THAN THREE PARTS OF SAND. ins 4. ANCHOR BOLTS, DOWELS, INSERTS. ETC, SHA BE SECURELY TIED N PLACE PRIOR TO POURING CONCRETE 6TH STREET 1 6' S CONCRIETIE SHAM WIET FOR 110 DAYS OR BYAN APPov CURIrNCOMPOOUND FILLET WELD BUTT WELD 6. REFER TO ARCHITECTURAL. MECHANICAL. ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE BEADS TO BE AT CAST INTO CONCRETE AND FOR FLOOR DEPRESSIONS, PITS„ LEAST FLUSH ETC. 7. SEE DETAIL N THIS SHEET FOR EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS ON GRADE VICINITY MAP N. T. S. L°W H"DROM WELD B. MUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS SHA BE AS FOLLOWS- FOUNDATION...........................3250 PSI (STONE) LAP WELD SLAM ON GRADE.........3= Psi 3 05o6 BE RWITHEINFORCEDSTEELSPLICE -1O.C.o EACH GRADE WAYuNt S SPEFICAL N D. 10. A CONCRETE SHA BE NORMAL WEIGHT CONCRETE EXCEPT AS NOTED. SHEET INDEX A-S 1. TITLE SHEET, STANDARD DETAILS AND NOTES CONCRETE REINFORCING TENSION LAP CLASS B CONCRETE: Fc'- 3000.00 PSI STEEL- Fs = 60000.00 PSI A-S 2. SMALL SHELTER PLANS + SECTIONS + ELEVATIONS BAR SIZE BOTTOM TOP BAR SPACING: 4db MIN 4 18 23 DESCRIPTION OF CHANGE DATE IPPR" 33 A-S 3. STRUCTURAL & ARCHITECTURAL DETAILS 734 CITY OF RANCHO CUCAMONGAX684559 9 57 74 A-S 4. MAIN SHELTER DEMOLITION AND NEW ROOF PLAN 11 89 16 METROLINK STATION - ADDITIONBARSPACING: < 4db 4 23 30 5 35 46 TITLE SHEET, STANDARD DETAILS AND NOTES 6 50 65 7 68 89 8 1 117 ttttttttttt DATE;110 i 5 i 8 00% 0 ARChitq APPROVED BY:A CITY ENGINEERx'11 178 231 U R.C.E. N0. REINF. STL. SPLICE IN CONC. 4 i DESIGN RECOMMENDED GE M. WENS *i D C L C14546 ffm , f Vir Inle Dore Tower Qr I 10410 FeotAlll Blyt k 8-31-01 = DRAWN ReoeAo CwoomoeBw DATE SHEET zrfj teliferele 91131-1154 ft.9/D C L tel: 909 951 0109 8 1 2000 1 a 4 fox: 909 900 91110 llllttttttttt ,,CHECKED PROJECT NO. DRAWING NO. GM W 00135 A-S 1. PROJECT SHEET NO. OF %9Q pvv-V A/a, 171V3 PRON INSULATED SKYLIGHT ROOF MATERIAL NOTES O• METAL GUTTER METAL ROOF SYSTEM TO BE EQUAL OR GREATER TO sir• ALUMAX STAND N SEAM . 22 GA ASTM A-466, HIGH GRADE C. 40 KSI 5'-4 3/8" 16" O.C., 2 1/2- HIGH SEAMS METAL ROOF 20 YEAR ROOF PAINT FINISH TS 6 X 4 X 3/8 INSULATED SKYLIGHT SYSTEM TO BE EQUAL OR GREATER KALWALL 2 1/2" THICK MATERIAL t0 ICBO N0. PFC 1705SCUPPERas-3 SCUPPER / SYSTEM TO BE FULLY INDEPENDENTLY SUPPORTED FROM STEEL FRAMEWORK AS SHOWN x AS-3 TS6X4X3/8 T56X4X3/8 x v 00 m I BENT (TYPICAL) BENT (TYPICAL) m I ~ 4TYPAS-3 elk 9 t° IC)1AS-3AS-3 o SIM TS 6 X 4 X 3/8 12 16" x 16" COLUMN AS-3 TYPICAL) TYP NOTE : CENTER LINE OF CANOPY TO OUTSIDE 14'-7 3/8" SCUPPER 14'-7 3/8" SCUPPER EDGE OF GUTTER IS 7'-8" SMALL SHELTER STRUCTURAL PLAN 1 1/4" o" 141 SMALL SHELTER ROOF PLAN 1/4" = 1'-0" 1 NOTE: 4 - DOWNSPOUT LOCATIONS W/IN CONCRETE COLUMNS TO DRAIN AS 0• GRADING PLANS 16" x 16" COLUMN A` TYPICAL) 5'-4 3/8" STANDING SEAM METAL ROOFlb 1p CELLULAR METAL DECKING 7 D.S. j• AS-3 6 X 4 STEEL TUBE FRAME D.S. 12 X 4 STEEL TUBE FRAME ri 16" SQUARE 5 CONCRETE COLUMN s LIGHT FIXTURE 1 AS-2 ON A 2'-8" BASEaj as-2 CONCRETE COLUMN e oAs-3 rr FOR FOUNDATION PAD A4,SIZES, REFER \ M PLATFORM PLANS I e• ,e...e• D.S. D.S.t ANOt= turf a f COLUMNG BASES TO CONFORM i ORGE M. WENS • TO WALL AT SOUTH PLATFORM C14546 Q $ SHELTERS (AS SHOWN) 16" x 16" COLUMN METAL BENCH SEATS (TYPICAL) P kbk8-31-01 TYPICAL AT 3 LOCATIONS TYPICAL)REFER TO DETAIL 9/A-S3 AND SPECS. ffiffr1q 14'-7 SHELTER 3/8" SMALL SHELTERSECTION 1/4" = 1'-0" 5 SMALL PLAN 1/4" = 1'—D"2 12 12 N STANDING SEAM I METAL ROOFING DESCRIPTION OF CHANGE DATE , TY in WALL AND BENCHES Cl TY OF RANCHO CUCAMONGA ON SOUTH SIDE N METROLINK STATION - ADDITIONNOTE: I BENCHES AND BASESLo ARE OMITTED AT HANDICAP SCUPPER CAST CONCRETE SMALL SHELTER PLANS + SECTIONS + ELEVATIONS sSHELTERSANDONTHEWALLAS-3 0 COLUMN (SANDBLAST) SIDE AT THREE LOCATIONS I TILE TO EXTEND TOA 6" COVE BASE APPROVED BY: ' DATE' 1Q 3lOct WHERE NO BENCH OCCURS p BENCH BASE CITY ENGINEER R.C.E. NO. I FLUTED CONCRETE) DESIGN RECOMMENDED PLATFORM M D C L Ylrglolo Daro T000r 2, 10170 Foothill Bird DRAWN Roneho Cueoeonga DATE SHEET C Ilf I 01730-7751 8/l/2000 2 OF TDCLtol: 900 987 0909 fax: 909 Sao 9990 RSIDE ELEVATI N 1/4" = 1'-0" 6 SMALL SHELTER END ELEVATI N 1/4" = 1r-0" 3 Comw P 035N0. DRAWINGS. 2SMALLSHELTEA PROJECT SHEET NO. OF OwC7 Alo, 17#3