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HomeMy WebLinkAbout2063-L WILSON AVENUE FROM HAVEN AVENUE TO TRACT 13592- 1 SIDEWALK VICINITY MAP LOCATION MAP PROJECT SCOPE SHEETINDEX � 1 . 1 aj �,j , , , I ' '', - , P. ""I ­ .- I I .1 I ' I � - I . ­ I ' ' I'll, � 1. . e I :� ,I I I . I ­ I a't : r 3 : f m ". kw RL 9:i:A�?[r S.ff Y £.> / ' WAP ' ' # 11 .11. :, ' t Edi �,» ,r., ":k:..w,. .�.. ._,.» t F.> , .-. 1. 1. NOTE » rn,,.n} M ». 1 COVER SHEET rr M, x .1111 , - 1. :: '.r" .} 1. k. r 4 a; i a� ;. :# x ' !? 1. WHEN BIDDING & CONSTRUCTION ARE COMPLETE, CITY E £x1. -111. v ,n : , ,,,..:. y ..............;;;........... z ... �x r ........... ,.:>:: r � .p9n9pw.uw ...... f .< ..... .........� .. .. ..... ....:-. :. .:::.. .::.:... 2i[ '['his. �x ,,r,,,.�. __ + �. � _ _ .__ DRAWINGS AR I ..;, , .. .■,.,, .■ �{ E TO BE REVISED TO CLEARLY INDICATE WHICH 2 CIVIL GENERAL NOTES LEGEND & ABBREVIATIONS A a ,i..JR s .. .._ e FF . .Y .. r "' 'rw.,:w9ow.oh,.w.Htr. '°u:;; 'ra:. :. matg.,. :.o, r _...r. _._.« __ Ms..t«...._.<tt<«,wt<.. ... ;A:. „s, �..,,._ »:,.» ,»»»,:», ...»»t<«<.... »nv,w.:...«<t_<.. .....__..__. : ::. ,::.... ...::::;... »,»,b. _.rk. :._.__. ........_ _..... ..._.....__... ...^c}rir r<,.». .._. _.. . _.._ _.._. :. .:...o„voo,. ...>.-r,>rr> »rr.>tiw[s,' »awemm: ,w _ r,/,we;;�5. 1. �' . .:i�:, ..:err..:. .............. __....... ......._................. .._. ...... ......... ...._........... ..__....._._.. .... .......... ::::. .::...._. .. ......:::: ... ..�. Lm »,. »., n„ BID ALTERNATES ARE CONSTRUCTED. ,,. s # ... 1.4mw UCTED. 3 CIVIL-EXISTING CONDITIONS & REMOVAL PLAN 1. H.. x� ..., ,t . ., �? t I 11 _; 1 WILSON AVE. & COLLEGE AVE. 5 ! �, � ' BASE BID r r ,: xs wh f , .....v y'u :.: ::: w.... .»,.k.» 4 CIVIL-SIT t # udg f , �; t.k4 � DECOMPOSED GRANITE TRAIL CONCRETE CUR ECONTROL PLAN, PAVING AND GRADING PLAN �. 1 . B RAMPS AND ro .,. WILSON AVE. .. . .. . .. . E & COLLEGE AVE. n 11 E t: ..», » ,. ` <:1r «, a ..rr r rn� 1 a m � w �m,m 10 LONG STONE CLA W ��c � .,R m D ALLS ASSOCIATED WITH TRAIL AND To a x _ w . ».,. . _ 5 CIVIL SIGNAGE AN T r�tr D STRIPING PLAN ENTRANCE »: r.klh _.»> zh STREET TR CE TO CHAFFEY ____ .,_ .. . \ . , , 9r EES ALONG SOUTH SIDE OF WILSON AVENUE 1. i .it, . \,. . , mm E UE FROM 3 »... , �,� ,N a, » _...., . fig.__ » .. :..,. v», ..:.. e \,.. k • :,< >:. 1, �... _. ... ... :. .. :: _ rc #_ __ _ COLLEGE WILSON AVE.ri .7 o STE �. H V & COLLEGE AVE. . . ,..�� r. x,4 1 .. . 1 . AEN AVENUE TO COLLEGE AVENUE U „r „ 5 9 a9 �r » :>, 1 „</n. e_.:>.,r:»[.o.: _ ,\.£. :....,\ } , t:.,... ir_s< bets .:..... 4:>^:; _ ... _. .. _. ♦.C > ....... ... ... ...: >...»::..'u;..a.,.:.;,... e _.;.» fa-,- t[rt3, „_ 3:ar,e.. ..:.;:.,,m m.,~.. r ot �:. x1. 6 CIVIL SECTIONS & MISCELLANEOUS k.,nw k .i 5 .` <a � : ELLA EOUS DETAILS WILSON AVE. M11 x . S� ........ .. .... . ... .. .. � 9u ... rr,� BID ALTERNATE�, t_ ». ».. n r v µt.», I _ E N ATE 1 & COLLEGE AVE. art r . r r,; r 9a�,� �� 9 «tt. S.,In : € OWNER FURNISHED INSURANCE- 1 .H 0 � S NCE PER SECTION 01010 7 HARDSCAPE AND STREET TREE PLAN HAVEN AVE. & PRtJ ECT f1 . 1 . ,. I . 1 .11 ».. 1 . � ' WILSON AVE. TO FIRST DRIVEWAYS i � ►oto Ot ._. �' :' BID ALTERNATE 2 SITE k, O� CONCRETE WALK AN T r '' - D STREET TREES ALONG EAST SIDE OF �'tt � ., € 8 HARDSCAPE AND STR e 1. $ �. EET TREE PLA N ALONG WILSON AVE. ,,.. 1Y :: is:. ,yam :ff.. . a HAVEN,., E AVENUE SOUTH TO FIRST DRIVEWAY TO CHAFFEY �_ ,� £ w.,. l , € n,nm_♦; FIRST DRIVEWAY TO COLLEGE AVE. ' r3x 99» v r;, £ .: . ' »w, I o. "ar u:.:rmi.r. :'-r. h w ::r,.,ta ..rv.rrnm <iii,o'rr»r,n rr. M ... :.: .. ..... eg u . £..:....: .. :.::.. ......... ....... ... ...5.:$. f r.:.... ..1,..., t . : , COLLEGE AND NEW CONCRETE �I xl,,,, k: ti. ....... CURB RAMP AT THE 1, I �, , �. r mrr_ 9 SITE SECTIONS AN . . ro ;� r D DETAILS _, x NORTHEAST r. E ST CORNER OF DRIVEWAY �: r ::: m µ. _ ..: h Hr - -_.'.. � t 3 �� a & I � " 7 arr L t �> x r :. <v ._......... ,?.. ..rs..»»», :- .. .:.r.. :_: «oro , ': :>:, ::.r. E�... >ar, va -: ,[. ;.:. _.,:.. E a,.:, eta,' �;:: ''�` p. r r w >. 9 .x I. BID ALTERNATE v�:..r..yr: : '... ,,e # #:: S.r3 t'. �.:: 5 ¢¢ pp � 14 ., .# x II ( t :. 1. x . : £, :. .. �. j§{{ , . F: S i ... v - r.:3. k.f ...w...S tb., f..:'.. Y ,.. ,:rtn..v .::: 1 . ..Al ,�,�k s d, 1. NOT USED ...'.:.'<i .... x _, �:. m s .: :. ,:,x : .... tI YB ; ti ..� Y s: r 7.... » ».e, a».n,,,.,Mm .. <..a.; w: . 11 ,K. ,... . . ... „>,m t m.r, ., .' rr E r m� ,....., '^1Fr ..>•..sta v3'> ... ,.r..n.., >?x....3..... . . .�... ... »,,,» , ¢'FI< A iii: . at wk :�.:.n :M ;L. , ,.».a'r:.,a.»... ......:.:. .. .. _errx rte`„t;.,.,..:.....,>r>,.»„}.o .a 'fin"' ts'. .3:r >Is s YM :: p� BID ALTERNATE 4 �xaw ,�" {{Y+i' g :k. .4Xi. Y•: .>t:o,U UL` 3 nw 3' i::r, S�. £, x .. t , .. e:' ':§:: a. .,umbra 1 t: .m k. s . . _ 1 s . _ �� a � #�m r x l: n i� .:.` �':. .;r.: :. ... a...: r„oz 1.«1.a ,o,,:a»w�.arar>,ar„ .... .... ........-. ,«za.xa. .._ .:0 STONE _L 1 # .... 1_1 0 E CLAD SIGNAGE AN M .. : _ ma D MONUMENT WALLS AND .11 .. _. ..l k.y .:ra tw, a >:. .L:.: < a .... A NE.. ».<n»;r. ..,..,t,.,< ,,,,v, a_ c rip '}::r>. t: ::: ;; §, :: �.�y ...r.. '.k'::} Rk .:}.r.: >» .. ry :. :,::.G ..::.. : r... .t..t.rr,t..r.at :: :- ..... :: :..r .:.: .:.. :: .:: 9 <:. L:n .,.. v .. g<:0.:.. L:. yg ..:.;.:. :..: Y,y : .:: . ,: � _: .5. �. _::_ [�;'! PILASTERS AND ASSOCIATED y j{ij, 1. 1- 1110 ED ELECTRICAL SERVICE TO BOXES S':A.t 4r ..:599?��: £ 5: ; »,9',r x;.i ».'/k`Jc / � ..9r9 F: 1. FOR FUTURE LIGHTING 0. Lx. r>xr . V .» w " ra . 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Y ,\» ,. �. ......................... ... .,.............................. .., .....,.., .....�..?.,..\................. ....: ... ,.,.v...,.:,>.a t<a_nrn...Q.:h`. ?.., .:.o':n:.-:..,!.r ,..,c .n..o ELECTRICAL ENGINEER ARCHITECT/LANDSCAPE ARCHITECT TMAD TAYLOR & GAINES GRUEN ASSOCIATES 800 N . FERRARI LANE SUITE 100 6330 SAN VICENTE BOULEVARD SUITE 200 DESCRIPTION OF REVISION DATE CITY ONTARIO, CA 91764 LOS ANGELES, CA 90048 APPROVED TEL 909 /477- 6915 FAX 909 /477- 6916 TEL 323/937- 4270 FAX 323/937- 6001 CIVIL/STRUCTURAL ENGINEER VCA ENGINEERS , INC . 3951 M E D F O R D STREET CITY OF RANCHO CUCAM N LOS ANGELES, CA 90063 O GA CHAFFEY COLLEGE COMMUNITY TRAIL TEL 3 2 3/7 2 9 - 6 0 9 8 FAX 3 2 3/7 2 9- 6 0 4 3 WILSON AVE. EAST OF HAVEN AVE. &WEST OF TRACT 13542-1. HAVEN AVE. FROM WILSON TO 500FT. SOUTH OF WILSON. QQQ�ESS, DRC2005-00849&ROW2005-01368 ���0 �%O � �y0y COVER SHEET C* �G� �7y , APPROVED BY DATE rn Uj > 036079 rm CITY ENGINEER . )/ R.C.E.No. * - _ DESIGN RECOMMENDED y, �� _ ,� GRUEN ASSOCIATES CHAFFEY COLLEGE COMMUNITY TRAIL 9 l��F ���. /�. DRAWN 6330 San Vicente Boulevard, Suite 200 SHEET CAy,, �!'�� Los Angeles, California 90048 (� TEL 323.937.4270 - FAX 323.937.6001 - GA 7529 OF CHECKED R.C.E.No. _ _ DRAWING NO. DATE FILE No. 2063-L. GENERAL NOTES: LEGEND: FINAL GRADING NOTES: CONSTRUCTION NOTES: 1. ALL NOTES STATED HEREIN APPLY TO THE PROJECT AND ALL OF THE SHEETS. CONCRETE PAVEMENT OVER CRUSHED AGGREGATE BASE (CAB), 1. ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE O CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN .''.a A REQUIREMENTS OF THE JURISDICTIONAL AGENCIES. 106-A. 2. ALL WORK LABOR AND MATERIALS SHALL BE IN CONFORMITY WITH: AC PAVEMENT 2. THE CONTRACTOR SHALL OBTAIN A VALID GRADING PERMIT FROM THE O ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN A. THE LATEST STANDARD PLANS AND THE SPECIFICATIONS OF THE CITY OF RANCHO JURISDICTIONAL AGENCIES PRIOR TO STARTING WORK. PROVIDE A HAUL 102• CUCAMONGA. ROUTE AS REQUIRED BY THE JURISDICTIONAL AGENCIES. PROPERTY LINE ------------------------------- - - O CURB AND GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD B. THE 2003 EDITION AND SUPPLEMENTS OF THE STANDARD SPECIFICATIONS OF 3. NO GRADING WORK SHALL BE PERFORMED AT ANY TIME WITHOUT AN PLAN 104 TYPE A2-6. PUBLIC WORKS CONSTRUCTION GREEN BOOK, 2003 EDITION WITH SUPPLEMENTS AND CENTER LINE --------------------------------- - EROSION CONTROL SYSTEM APPROVED BY THE JURISDICTIONAL AGENCIES. THE 1997 EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). O4 SFE SHEET �} GRADE CHANGE ------------------------------- 4. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE A STORM WATER C. THE PROJECT SPECIFICATIONS AND ALL SAFETY REGULATIONS; CODES AND POLLUTION PREVENTION PLAN (SWPPP) AND EROSION AND SEDIMENTATION O CONCRETE WALK PER DETAIL 3 ON SHEET NO 6. REQUIREMENTS PERTINENT TO THE PROJECT CONSTRUCTION. 187 CONTROL FOR REVIEW AND APPROVAL OF THE JURISDICTIONAL AGENCIES. FINISHED GRADE CONTOUR ------------------------ USE RECOMMENDATIONS BY THE BEST MANAGEMENT PRACTICES (BMP'S) O AC PAVEMENT PER DETAILS 2 & 4 SHEET NO 6. D. CALTRANS STANDARD PLANSTO IMPLEMENT CONTROL. USE STACKED SANDBAGS AROUND THE EXISTING GRADE CONTOUR ------------------------ 187 PERIPHERY OF THE WORK LIMITS TO AUGMENT THE SYSTEM REQUIRED O MONUMENT SIGN PER STRUCTURAL "DRAWINGS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE KNOWLEDGEABLE, UNDERSTAND, AND EXISTING GRADE ELEVATION ------------------------ (1180.5) BY THE AGENCIES HAVING JURISDICTION OVER THE PROJECT. O SFF- 5NE ET -' APPLY THE ABOVE CODES AND SPECIFICATIONS. 5. CONTRACTOR SHALL NOT DISCHARGE POLLUTANTS DOWNSTREAM OF THE 4. THE EXISTING CONDITIONS SHOWN DIAGRAMMATICALLY ON THE PLANS ORIGINATED FROM FINISHED GRADE ELEVATION ------------------------ 185.28 SETTLING BASIN/OIL SEPARATOR. THESE POLLUTANTS INCLUDE SIGNAGE & STRIPING NOTES: AS-BUILT DRAWINGS AND FIELD SURVEY PROVIDED BY THE OWNER. IT SHALL BE THE LUBRICANTS, FUELS, CHEMICALS, AND BITUMENS. CONTROL USE OF RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE JOB SITE AND VERIFY THE EXACT LUBRICATING OILS, HYDRAULIC FLUIDS, GREASES, AND OTHER SUCH EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. ANY DISCREPANCY SHALL BE REPORTED FLOW LINE ---------------------------------- -� - - -�- PRODUCTS. PROMPTLY CLEAN UP AND PROPERLY DISPOSE OF MATERIALS INSTALL TYPE "R1" STOP SIGN PER CALTRANS STANDARD IMMEDIATELY TO THE OWNER AUTHORIZED REPRESENTATIVE (OAR) FOR PROPER ACTION. CONTAMINATED BY SPILLAGE OR LEAKAGE OF PRODUCTS. PLANS. FENCE LINE ---------------------------------- ❑-❑ ❑-❑--❑-�- 5. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH 6. ADJUST TOP OF EXISTING MAINTENANCE HOLE AS REQUIRED TO 02 INSTALL WHITE THERMOPLASTIC TYPE III (L) ARROW PER ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL PROPOSED GRADE ELEVATION. CALTRANS STANDARD PLANS. BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. ABBREVIATIONS: 7. CONSTRUCT DESIGN GRADES SHOWN ON PLAN. CONSTRUCT STRAIGHT A3 INSTALL WHITE THERMOPLASTIC TYPE III (R) ARROW PER 6. UNCLOG, CLEAN AND FLUSH THE ENTIRE SITE DRAINAGE SYSTEM WITHIN THE LIMIT OF WORK GRADES BETWEEN INDICATED ELEVATIONS UNLESS INTERRUPTED BY A CALTRANS STANDARD PLANS. AFTER PAVING AND IMMEDIATELY BEFORE A RAIN FORECAST. GRADE CHANGE LINE. ANY DEVIATIONS FROM THE GRADING PLAN MUST HAVE PRIOR APPROVAL OF THE CONSTRUCTION MANAGER. Q INSTALL WHITE THERMOPLASTIC 300mm (12") LIMIT LINE PER 7. ALL EXISTING STREET IMPROVEMENTS, UNLESS OTHERWISE INDICATED HEREIN TO BE REMOVED, AC ASPHALT CONCRETE CALTRANS STANDARD PLANS. SHALL BE PROTECTED IN PLACE. THESE ITEMS INCLUDE BUT NOT LIMITED TO LIGHT POLES, 8. CONTRACTOR SHALL RECOMPACT THE TOP 12" OF THE SUB GRADE TO POWER POLES, SIGNAL POLES AND APPURTENANCES. BCR BEGINNING OF CURVE RETURN 90% DENSITY. O INSTALL WHITE THERMOPLASTIC 100mm (4") DELINEATION BW BACK OF SIDEWALK LINE PER CALTRANS STANDARD PLANS. 8. CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS BOTH IN PRIVATE PROPERTY AND IN PUBLIC 9. THE CONTRACTOR SHALL NOT BEGIN THE PAVING OPERATION UNTIL THE RIGHT OF WAY FOR EXISTING LATERALS TO BE REMOVED OR CAPPED. SUB GRADE HAS BEEN APPROVED BY THE DISTRICT INSPECTOR/AND OR A6 INSTALL THERMOPLASTIC PAVEMENT STRIPING PER CALTRANS CAB CRUSHED AGGREGATE BASE GEOTECHNICAL ENGINEER. STANDARD PLANS DETAIL 21. UTILITIES ARE TO BE VERIFIED IN THE FIELD PRIOR TO ANY WORK. ADJUST THEIR VALVE CENTERLINE BOXES TO GRADE AS REQUIRED. 10. ALL FILL OR BACK FILL SHALL BE COMPACTED BY MECHANICAL MEANS CLR CLEAR TO A MINIMUM 90% RELATIVE COMPACTION AS DETERMINED BY THE ASTM 9. UNDERGROUND SERVICE ALERT: CONC/CC CONCRETE D-1557. REMOVAL NOTES THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT 1-800-422-4133 AND THE 11. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING O EXISTING SIGNAGE TO BE RELOCATED. FOLLOWING UTILITIES TWO WORKING DAYS PRIOR TO CONSTRUCTION OR REGARDING ANY DWG(S) DRAWING(S) CONSTRUCTION FENCING, APPURTENANCES AND OFFICE TRAILERS FROM PROBLEMS. THE SITE. PAVEMENT SHALL BE PATCHED AND REPAIRED TO MATCH O EXISTING CROSS GUTTER TO BE REMOVED. ADJACENT PAVEMENT AND APPROVED BY THE CITY. SOUTHERN CALIFORNIA EDISON CO. 909-357-6223 ECR END OF CURVE RETURN SOUTHERN CALIFORNIA GAS CO. 909-335-7744 EJ EXPANSION JOINT 12. ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR O EXISTING SIDEWALK AND/OR CURB AND GUTTER TO BE VERIZON COMMUNICATION 800-469-6347 ERROR OR MISINFORMATION WILL BE CHARGED TO THE CONTRACTOR. REMOVED. CUCAMONGA VALLEY WATER DISTRICT 909-987-2591 EL, ELEV ELEVATION CHARTER COMMUNICATION 909-880-0231 EXIST, EX EXISTING 13. ALL IMPROVEMENT WORK WITHIN PUBLIC RIGHTS OF WAY REQUIRES O4 EXISTING SHRUB/VEGETATION/TREE TO BE REMOVED. METROPOLITAN WATER DISTRICT 909-217-6679 SEPARATE PERMITS AND INSPECTION ISSUED BY ENGINEERING DEPARTMENT. O EXISTING PAVEMENT TO BE REMOVED. 10. FOR INSPECTION OF THIS PROJECT, THE CONTRACTOR SHALL CONTACT THE PUBLIC WORKS FL FLOW LINE SECTION AT 477-2740 EXT. 4077 TWO WORKING DAYS PRIOR TO THE REQUIRED DATE. 14. THE EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, BROUGHT TO PROPER MOISTURE CONTENT AND COMPACTED TO 11. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA, PRIOR TO ANY L LENGTH AT LEAST 90% OF THE MAXIMUM DENSITY, AS DETERMINED BY APPENDIX EXISTING FEATURE NOTES CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA RIGHT-OF-WAY SECTION 3305 OF THE LATEST CALIFORNIA BUILDING CODE OR OR EASEMENT. OAR OWNER AUTHTORIZED REPRESENTATIVE EQUIVALENT COMPACTION PER SSPWC. 11 EXISTING PIPE TO BE PROTECTED IN PLACE. C; 12. THE CONTRACTOR SHALL NOTIFY THE CITY OF RANCHO CUCAMONGA POLICE DEPARTMENT, THE 15. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED CITY OF RANCHO CUCAMONGA FIRE DEPARTMENT AND ANY AFFECTED SCHOOL DISTRICT, 72 OC ON CENTER DURING CONSTRUCTION THEY SHALL BE IMMEDIATELY BROUGHT TO THE 12 EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE. HOURS PRIOR TO CONSTRUCTION INDICATING ANY DETOUR AND/OR ROAD CLOSURES. ATTENTION OF THE OAR AND THE CITY ENGINEER BEFORE PROCEEDING ,► PCC PORTLAND CONCRETE CEMENT FURTHER. CD 13. CONTRACTOR SHALL HAVE A CLASS A CONTRACTOR LICENSE. 16. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO 14. PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS: SSPWC THE STANDARD SPECIFICATIONS CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. ANY MUD OR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF PUBLIC AND PRIVATE DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. PROPERTY ADJACENT TO THE WORK PER SECTION 7-9 OF THE STANDARD SPECIFICATIONS. TYP TYPICAL 17. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND L 15. REMOVALS: VIF VERIFY IN FIELD NOTIFYING GRADING INSPECTOR 24 HOURS PRIOR TO START OR WORK. EXISTING FACILITIES WHICH ARE INDICATED TO BE REMOVED IN THIS CONSTRUCTION 18. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BE DOCUMENTS SHALL BE TOTALLY REMOVED, UNLESS OTHERWISE INDICATED. EXISTING FACILITIES THE ENGINEER OF RECORD IN ACCORDANCE WITH APPENDIX SECTION 3317 WHICH ARE DISCOVERED DURING CONSTRUCTION SHALL BE REPORTED TO AND COORDINATED OF THE LATEST CALIFORNIA BUILDING CODE. WITH THE OWNER AUTHORIZED REPRESENTATIVE (OAR) AS TO THEIR REMOVAL. 19. AN INDEPENDENT TESTING AGENCY HIRED BY THECONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS 16. ALL SITE PREPARATION AS INDICATED SHALL BE MADE UNDER THE CONTINUOUS INSPECTION SUSMP NOTES: < OF THE OAR. SECURE THE REQUIRED PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL BEEN OBTAINED BY SUBCONTRACTORS AND AGENCIES CONCERNING UD SAFETY FOR THE CONSTRUCTION OF TRENCHES, SHORING OR EXCAVATIONS WHICH ARE 5 UTILITY LINE BACKFILL INCLUDING, BUT LIMITED TO SEWERS, WATER LINES, FEET OR DEEPER OR WORK THAT MAY JEOPARDIZE THE WORKERS. SHORING CALCULATIONS ELECTRICAL, GAS AND LANDSCAPE IRRIGATION LINES. SHALL BE PROVIDED AS REQUIRED FOR APPROVAL AND PERMITTING. 1. ALL STRUCTURAL BMP'S SHALL BE ACCESSIBLE FOR INSPECTION AND MAINTENANCE. ALL NEW DRAIN BASINS SHALL BEAR A "NO DUMPING 20. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE CITY ENGINEER AND THE CIVIL ENGINEER OF RECORD. 17. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA SUFFICIENTLY DAMPENED TO - DRAIN TO OCEAN" SYMBOL IN TRAFFIC RATED PAINT. USE CONTROL DUST CAUSED BY WORK ACTIVITIES AS REQUIRED BY THE CITY. THE CONTRACTOR APPROVED STENCIL BY THE CITY OF RANCHO CUCAMONGA. DESCRIPTION OF REVISION DATE CITY i SHALL PROVIDE TEMPORARY WORKSITE TRAFFIC CONTROL PLAN AND A TEMPORARY ACCESS 21. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH APPROVED ALONG WILSON AVENUE AND COLLEGE AVENUE AT ALL TIMES DURING CONSTRUCTION. 2. STATEMENTS OF UNDERSTANDING MINIMUM SLOPES LESS THAN 0.5% WILL BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN EVIDENCE AT TIME OF 18. ALL WORK IN THE PUBLIC RIGHT OF WAY REQUIRES APPROVAL BY THE CITY OF RANCHO INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. CUCAMONGA BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL SECURE AND PAY FOR ANY AS THE ARCHITECT/ENGINEER OF THE PROJECT, I HAVE REVIEWED THE DEVELOPMENT PLANNING FOR STORM WATER MANAGEMENT - A PERMITS INCLUDING UTILITY CONNECTIONS REQUIRED PRIOR TO CONSTRUCTION. MANUAL FOR THE STANDARD UNION STORMWATER MITIGATION PLAN (SUSMP) AND HAVE PROPOSED THE IMPLEMENTATION OF THE 19. VOIDS RESULTING FROM REMOVAL OF STRUCTURES SHALE BE FILLED WITH SUITABLE PERMANENT BEST MANAGEMENT PRACTICES (BMP'S) APPLICABLE TO MATERIALS APPROVED BY THE CITY INSPECTOR AND COMPACTED TO 95% MAXIMUM DENSITY EFFECTIVELY MINIMIZE THE NEGATIVE IMPACTS OF THE PROJECT'S PER ASTM D-1557. STORMWATER RUNOFF. THE SELECTED BMP'S WILL BE INSTALLED PER CITY OF RANCHO CUCAMONGA 20. EXISTING SURVEY MONUMENTATION THE APPROVED PLANS AND AS RECOMMENDED BY THE PRODUCT MANUFACTURER AS APPLICABLE. ALL EXISTING SURVEY MONUMENTS THAT WILL BE DISTURBED BY THIS PROJECT SHALL BE REFERENCED AND RESET BY THE CITY CONSTRUCTION SURVEYOR IN ACCORDANCE WITH _ GENERAL NOTES; LEGEND & SECTION 8771 OF THE CALIFORNIA SURVEYORS ACT. FOUND MONUMENTS ARE SHOWN ON THE PLANS AND DESCRIBED AS FOLLOWS: SIGNATURE - ARCHITECT/ENGINEER OF RECORD DATE ABBREVATIONS (NOTHING TO SET) Plans prepared by: APPROVEDBY / DATE o ESSl CITY ENGINEER "tel R.C.E.No. 24953 (�. -pG * DESIGN REC NDED CAENGINEERS INC � _ p JUT GRUEN ASSOCIATES .°. CIVIL • STRUCTURAL C36079 3951 Medford Street Los Angeles. CA 90063 * No. * C Tel. 323.729.6098 Fax.323.729.6043 Exp.6/30/06 ALTERNATE BID 5 0� °�`"'" VV `-�°'`" 't�°"�°�°"''° ' �''�° 200 SHEET 9 O lEL 323.937.4270 FAX 323.937.6001 OF s� CIVIL �� 7�OF cm- CHECKEDR.C.E.No. VCA DRAWING NO. DATE FILE No. 2063 a c i i C Via, - ---------- SHEET NOTES: --------- - - �� i 1 813.5 WILSON AVENUE1. CONTRACTOR TO VERIFY ON FIELD ITEMS TO BE REMOVED AND TO BE PROTECTED IN PLACE. 2. ITEMS TO BE SALVAGED AS DIRECTED BY THE OWNER AUTHORIZED REPRESENTATIVE (OAR) SHALL BE REMOVED BY CONTRACTOR AND 1813.6 TURN OVER TO OAR ON SITE. AS P H— _ _ — _ _ _ �� — _ — 3. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE SHT NO 2. 1 81 3.2 4. THE CONTRACTOR SHALL RESTORE ANY PAVEMENT MARKINGS THAT ' 54.64'± 65.54'± 2.00' WILL BE REMOVED DURING CONSTRUCTION IN ACCORDANCE WITH 2.00 CALTRANS STANDARDS, INCLUDING SECTIONS OF THE CENTERLINE ° FROM COLLEGE AVENUE CL FR _ A E CL PAVEMENT MARKINGS OF COLLEGE AVENUE. REFER TO SIGNAGE AND 0 2 SAWCUT LINE STRIPING PLAN, SHEET N0.5. 12 - - — 4 - - 12 EX CURB FACE — — — — — — — — — — — — 1812.8 REMOVAL NOTES N I \ 3 L i 0i EXISTING SIGNAGE TO BE RELOCATED. SAWCUT 5 � (! `� - O2 EXISTING CROSS GUTTER TO BE REMOVED. EXISTING SIDEWALK AND/OR CURB AND GUTTER TO BE REMOVED. 4 O4 EXISTING SHRUB/VEGETATION/TREE TO BE REMOVED. CO11 I 0° ` PIPE % 1 81 3. I I 1 N / O EXISTING PAVEMENT TO BE REMOVED. � 7.64 — - - __ -- - - - - - - --_-- - - - - - - -- � i � I I 1814. 1 - -- - 12. 3' EXISTING FEATURE NOTES -4- 1. 4-i 43.46 I 11 EXISTING PIPE TO BE PROTECTED IN PLACE. 3 I \ 12 EXISTING CURB AND GUTTER TO BE PROTECTED IN PLACE. j 12 PROJECT 1813,4 1812.7 I SAWCUT I SITE -- �, w Q - - - - - - - - - - - - - -- - - - - - - > �� NATURAL 4 I o cr W I I �' :. L , �\ I ww w 00 oil o < KEY MAP { r I <CD i { o CITY \ - - DESCRIPTION OF REVISION DATE APPROVED \ I 4.66' / i CITY OF RANCHO CUCAMONGA EXISTING CONDITIONS AND REMOVAL PLAN EXISTING CONDITIONS & REMOVAL PLAN CD _ 06 * WILSON AVE & COLLEGE AVE. TRUE APPROVED BY DATE Plans prepared by: NORTH CITY ENGINEER R.C.E.NO.' 24953 -'E St > / DESIGN RECOMMENDED E N G I N E E R S INC JUT CAGRUEN ASSOCIATES fZ CIVIL • STRUCTURAL "' ** *Sw C36079 0 5 �� 2 DRAWN WX Los An9�il�s, Californiaf �Suib 200 SHEET 3951 Medford Street Los Angeles. CA 90063 No. Tel.323.729.6098 Fax. 323.729.6043 Exp.6/30/06 * ALTERNATE BID 5 VV lEL 323.!37.4270 FAX 323.937.4001 3 OF 9 aV1 L te.F \! SCALE: �" = 10'_0" NO TH CHECKEDDRAWINGR.C.E.No. DRAWING N0. DATE FILE No. 063 i __ _. 814 , ,. _ ' --- . .. M 4 _........ ............ ... .......... _ - a - -n-- r - i . ; ...... SHEET NOTES: ... , , 1. CONTRACTOR TO VERIFY ON FIELD ITEMS TO BE REMOVED AND TO ' t BE PROTECTED IN PLACE. 2. ITEMS TO BE SALVAGED AS DIRECTED BY THE OWNER AUTHORIZED 53.59't 64.60'f REPRESENTATIVE (OAR) SHALL BE REMOVED BY CONTRACTOR AND TURN OVER TO OAR ON SITE. SAWCUT AND FIELD VERIFY FLOW LINE SLOPE. WILSON AVENUE ,, JQ1N :TO EXISTING PROVIDE STRAIGHT GRADIENT 3. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE DWG NO 2. BETWEEN JOIN POINTS - - -- - _ - 4. THE CONTRACTOR SHALL RESTORE ANY PAVEMENT MARKINGS THAT - - - - 1812.90 FS \�� _................... cJ 1812:84 FS 1812.77 FS WILL BE REMOVED DURING CONSTRUCTION IN ACCORDANCE WITH SA CUT AND 1812.65 FL _-- - ._............ CALTRANS STANDARDS, INCLUDING SECTIONS OF THE CENTERLINE JOfN TO t..��' 1812.70 FS o PAVEMENT MARKINGS OF COLLEGE AVENUE. REFER TO SIGNAGE AND ,.EXf8TING 1812.93 FS 1812.59 FL - 1'81"x.52 FL cn 0 STRIPING PLAN, SHEET NO.5. 1813.30 TC I "N_..z cv -' 9 - " 1813.03 TC w 5. THE CONTRACTOR SHALL FIELD VERIFY ALL CL LOCATIONS AND FS 1812.80 FL .-_..1'81.1:"84-"�FS-- � 1812.74 FS c° � 1812.97 FS 9 1812.53 FL r- � Z _...._..'_.-.--'- - JOIN POINT N 0 TC, FL, ELEVATIONS PRIOR TO CONSTRUCTION OR INSTALLATION. ANY '-._..... . - - - - - - U- _7 Q DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE OAR FOR LIMIT OF WORK - - - - - - PROPER ACTION USING THE PROPER FORMS. SHOP DRAWINGS MAY ... JOIN TO _.__. __ _-_ . _.. BE REQUESTED BY THE CONTRACTOR TO REMEDY ANY DISCREPANCY. _.._. I _.........._........ ......... _........ . _...... . -._._ _......... ......... . _ ... ................... __...... ......... ......... - --- --- _ ....... .... L _..._ ...-........_..._........................._.......................................................... •fir_.. t ► r BASE BID , .. SAWCUT AICD -. JOI N TO o JOIN TO I - y k_ ._-777�_ 7 ....._.... ...._---------...._........_..._.. U' _.........1..._4 <i 8 LI TI < /'� 2 2 m I EXISTING �? CURVE DATA _..._ EX.I_S.T1N G _... . . .., .x PROPERTY LINE _..._. . / _. , ..._._........................_.....__....._...._"__.....".._-.-, _ `'~ 00' 90'00'00" 5 98' 3 00' ® CUR .,v __ _ °_ R W N < 1 _ 0..50 ' PL 0.50 ® 1. / 1 4. 5 B FACE " ' y 0'03'31' 1' 4' S HT ': 4 2 35 0 9 55 0 35 0 ® CURB FACE _u._____ .._.._:._. __ .. _._.. ......... _.. O3 45.13' 29'47'01" 23.46' 11.62' ® CENTERLINE OF ROAD 1813.50 BW o FENCE 7 i 5 ' �+ N i 4O 45.13' 29'47'01" 23.46' 11.62' ® CENTERLINE OF ROAD < € is LWIt- OF WORK i _. _.... .-.. .._; __.. . ,4, �, �- 4' S 7 CONSTRUCTION NOTES: _._.............. __........... _. .. ..._-_.._....._...... 1812.90; FS �' �� �W �� 9 � i """ -`' ; < EJ 1 CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD PLAN -14 .......___.____....... �`._.- .. . _._ _.^ _._... .........._....._................_ EE 10 _ ............ .__ M _.. ......_.-...._........... ............. - - - - - � .. 1812.91 FS < ; ..._._J 60' E __...._..._. . ......__-.._.-.......... _ I A ENT LINE l -----"----"" ' - O SS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN ' SA CUT AND �� ' ACCESS 1810 -. 1. 13.43 TC 1813.24 TC' 102. JOIN TO i - „ STING I o _._ ....... _....__._.............._....._.............___. . 1812. 1813.1 .FS 114.75 14.75 I 1✓ RIE N O CITY OF RANCHO CUCAMONGA STANDARD 3 CURB AND GUTTER PER _ ..........___ ........__........_..........._ __.. ----"..._... PLAN 104 TYPE A2-6. _............... .___. .... ..__._. ....... ........ _.............. . __.. ___..................____.............-_.._............. ! ER PVC PIPE SLEEVES PER ELECTRICAL AND 6 0 : T:,0 RK �' - ^----" LANDSCAPING DRAWINGS ;i � , 1 AND 3 DIAMETER , ..........._..__..._......_.......___ ..........--------------__._.. ............. .. , , ........... _.._. _ _. , , i , i , 1805 ' " CONCRETE WALK PER DETAIL 3 ON SHEET NO 6. __.............___ .............._ _ ............ , 1. , W •, I I � I ' ' S j � f/ ..........._................................_.._.............._._._..._. <, CONCRETE PAVEMENT PER DETAILS 1 & 2 ON SHEET NO 6. __.__......_....._._....._................._. _...................._.._..._.............- _ , W , 1 � _..._... ._..._.... , --' MONUMENT SIGN PER STRUCTURAL DRAWINGS , _' �1 <; �- 8 LONGITUDINAL CONSTRUCTION JOINTS, FOR TRANSVERSE :. . ...... .. .... ........7 ._ €... ... 4 I O CONSTRUCTION JOINTS OR WEAKENED PLANE JOINTS TO APWA I i t J ,l O 3 j E STANDARD PLAN 134-1 o FENCE PROJECT O AC PAVEMENT PER DETAIL 2 ON SHEET NO.6. i 1i LIMIT OF RK SITE ��i i i I _.. ............_..._....._... _....... .. t __..._^ t t , ._t i , • i 1 , i. , : ; i 3 < , 1 .......__ NATURAL : t t ; 4 i N , , , t il .......r - 1H .......... ------------ ............ .......... ............ y \ � � fMINMMNINIM. SAW C €:T AND JOIN s 0 EXISTING _• KEY MAP i 17.62 11 . 0 ...... f , i i ` ..... _............ ......... - ..-. 36.2-5 . 21� , E VI FINAL GRADING NOTES. 1. ALL GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 6. ADJUST TOP OF EXISTING MAINTENANCE HOLE AS REQUIRED TO PROPOSED GRADE ELEVATION. 15. IF ANY UNFORESEEN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION OF THE JURISDICTIONAL AGENCIES. THEY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OAR AND THE CITY 7. CONSTRUCT DESIGN GRADES SHOWN ON PLAN. CONSTRUCT STRAIGHT GRADES BETWEEN ENGINEER BEFORE PROCEEDING FURTHER. 2. THE CONTRACTOR SHALL OBTAIN A VALID GRADING PERMIT FROM THE INDICATED ELEVATIONS UNLESS INTERRUPTED BY A GRADE CHANGE LINE. ANY DEVIATIONS JURISDICTIONAL AGENCIES PRIOR TO STARTING WORK. PROVIDE A HAUL ROUTE FROM THE GRADING PLAN MUST HAVE PRIOR APPROVAL OF THE CONSTRUCTION MANAGER. 16. THE CONTRACTOR SHALL TAKE PROTECTIVE MEASURES SO AS NOT TO CAUSE ANY MUD, CITY AS REQUIRED BY THE JURISDICTIONAL AGENCIES. SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY AT ALL TIMES DESCRIPTION OF REVISION DATE APPROVED 8. CONTRACTOR SHALL RECOMPACT THE TOP 12" OF THE SUB GRADE TO 90% DENSITY. DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED 3. NO GRADING WORK SHALL BE PERFORMED AT ANY TIME WITHOUT AN EROSION IMMEDIATELY. CONTROL SYSTEM APPROVED BY THE JURISDICTIONAL AGENCIES. 9. THE CONTRACTOR SHALL NOT BEGIN THE PAVING OPERATION UNTIL THE SUB GRADE HAS BEEN APPROVED BY THE DISTRICT INSPECTOR/AND OR GEOTECHNICAL ENGINEER, 17. NO GRADING SHALL COMMENCE WITHOUT OBTAINING GRADING PERMIT AND NOTIFYING 4. IF REQUIRED, THE CONTRACTOR SHALL PROVIDE A STORM WATER POLLUTION GRADING INSPECTOR 24 HOURS PRIOR TO START OR WORK. PREVENTION PLAN (SWPPP) AND EROSION AND SEDIMENTATION CONTROL FOR 10. ALL FILL OR BACK FILL SHALL BE COMPACTED BY MECHANICAL MEANS TO A MINIMUM 90% REVIEW AND APPROVAL OF THE JURISDICTIONAL AGENCIES. USE RELATIVE COMPACTION AS DETERMINED BY THE ASTM D-1557. 18. RESPONSIBILITY FOR GRADING AND INSPECTION SHALL BE ASSUMED BE THE ENGINEER OF RECOMMENDATIONS BY THE BEST MANAGEMENT PRACTICES (BMP'S) TO RECORD IN ACCORDANCE WITH APPENDIX SECTION 3317 OF THE LATEST CALIFORNIA IMPLEMENT CONTROL. USE STACKED SANDBAGS AROUND THE PERIPHERY OF THE 11. UPON COMPLETION OF PROJECT, CONTRACTOR SHALL REMOVE EXISTING CONSTRUCTION BUILDING CODE. WORK LIMITS TO AUGMENT THE SYSTEM REQUIRED BY THE AGENCIES HAVING FENCING, APPURTENANCES AND OFFICE TRAILERS FROM THE SITE. PAVEMENT SHALL BE CITY OF RANCHO CUCAMONGA JURISDICTION OVER THE PROJECT. PATCHED AND REPAIRED TO MATCH ADJACENT PAVEMENT AND APPROVED BY THE CITY. 19. AN INDEPENDENT TESTING AGENCY HIRED BY THECONTRACTOR SHALL BE RESPONSIBLE TO VERIFY AND REPORT THAT PROPER COMPACTION HAS BEEN OBTAINED BY SUBCONTRACTORS 5. CONTRACTOR SHALL NOT DISCHARGE POLLUTANTS DOWNSTREAM OF THE 12. ANY ADDITIONAL SURVEYS OR TESTING AS A RESULT OF CONTRACTOR ERROR OR AND AGENCIES ENCI SELONCERNING L, GAS AND LINE LANDSCAPEBACKFILL IRRIGATIONINCLUDING, BUT LIMITED TO SEWERS, SITE CONTROL PLAN, SETTLING BASIN/OIL SEPARATOR. THESE POLLUTANTS INCLUDE LUBRICANTS, MISINFORMATION WILL BE CHARGED TO THE CONTRACTOR. FUELS, CHEMICALS, AND BITUMENS. CONTROL USE OF LUBRICATING OILS, � HYDRAULIC FLUIDS, GREASES, AND OTHER SUCH PRODUCTS. PROMPTLY CLEAN 13. ALL IMPROVEMENT WORK WITHIN PUBLIC RIGHTS OF WAY REQUIRES SEPARATE PERMITS AND 20. NO ADJUSTMENT OF ELEVATION SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE _ L PAVING & GRADING PLAN UP AND PROPERLY DISPOSE OF MATERIALS CONTAMINATED BY SPILLAGE OR INSPECTION ISSUED BY ENGINEERING DEPARTMENT. CITY ENGINEER AND THE CIVIL ENGINEER OF RECORD. LEAKAGE OF PRODUCTS. 14. EXPOSED SOILS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES BROUGHT TO 21. ALL PORTLAND CONCRETE CEMENT (PCC) WATER CARRYING DEVICES WITH MINIMUM SLOPES WILSON AVE & COLLEGE AVE. THE EXP S ) PROPER MOISTURE CONTENT AND COMPACTED TO AT LEAST 90% OF THE MAXIMUM DENSITY, LESS THAN 0.5% WILL BE WATER TESTED PRIOR TO FINAL FINISH. ANY RESIDUAL PONDING IN TRUE - ��0 Plans prepared by: AS DETERMINED BY APPENDIX SECTION 3305 OF THE LATEST CALIFORNIA BUILDING CODE OR EVIDENCE AT TIME OF INSPECTION SHALL BE CAUSE FOR REMOVAL AND REPLACEMENTS. NORTH APPROVED BY R.C.E.DATE�oF71 Ess�� EQUIVALENT COMPACTION PER SSPWC. CITY ENGINEER R. No. ' 24953 \0 C. ��• G�� q DESIGN RECOMME DED � JUT GRUEN ASSOCIATES CAENGINEERS INC � �� � •., CIVIL STRUCTURAL •E•°�•'^� C36079 0' 5' 10' 20' DRAWN 6330 San Vomte Boulevard, SuRe 200 3951 Medford Street Los Angeles. CA 90063 N0' SHEET Tel. 323.729.6098 Fax. 323.729.6043 * Exp.6/30/06 * ALTERNATE BID 5yy L°' "��''"' �°"�"�'° X0°'8 ,�. CIVIL �� NO TH IM 323.!37.4270 FAX 323.937.6001 T OF 9 O- CA0 . » CHECKED DRAWING NO. SCALE: 1 = 10 -0 VCA R.C.E.No. 2063 DATE FILE No. ................... .............. ................. ............ .................. ........... ...................... ..................... ........... .......... ------ ....... .......... ........................ ------------- ............... ....... .............. ............. ....................... ......... .......... ........... ............................................. ............ .......... --- -------- ------------ .......... ............................ .................................. -----------.............. ................................................. —------ ................................................................. .............................................................. ---—----------------------- ..................... ---------------..................................... ........................................................ ................. . ........................ -R/W ------ ----------------- -------- ---- —----- ......... ------- ...... ......... ...-- --------- ----- ------ ---------------- ---------------- -------- . ...... . ......... ---- -------- --------- -------- .... . ......... ........ ------- ------ ------ ....... ------------ ------ ..... ................. ..... ... ......... -------- ..... ......-—--- --------------- ------ ... ......... ........ .... ............... .. ......... ...... ------ SIGNAGE & STRIPING NOTES: INSTALL TYPE "Rl" STOP SIGN PER CALTRANS STANDARD ............... ........................................................ ......................................................................... -------------........ ....................................................................................... ........................ ............................................................ ----------................ ..............................Z-......................... ---------------- ......................................................... ------ ............................. ................................................. PLANS. 20 INSTALL WHITE THERMOPLASTIC TYPE III (L) ARROW PER CALTRANS STANDARD PLANS. INSTALL WHITE THERMOPLASTIC TYPE III (R) ARROW PER WILSON AVENUE CALTRANS STANDARD PLANS. — — _ — _ — _ _ — — Q ........... .......... INSTALL WHITE THERMOPLASTIC 300mm (12") LIMIT LINE PER --------- CALTRANS STANDARD PLANS. ................ INSTALL WHITE THERMOPLASTIC 100mm (4") DELINEATION ...................... LINE PER CALTRANS STANDARD PLANS. 6Q INSTALL THERMOPLASTIC PAVEMENT STRIPING PER CALTRANS ............ STANDARD PLANS DETAIL 21. ----- ---------- .... ...... . ......... ....... ------ ..... .......... .. ........ —T ......... ... . ........... ---------------------- ----- .......... ................... .................................... ............; 1--,- ... ...... ---—------- ------------------- ------------ ..................... ............. ................. .......................... ............ ........... ........ ... .........- ............. ....... ------------- PROPERTY LINE j 18.67± ............... 12.00 1 0, ........... ............. .............. - ----------------------------- R/W SHEET NOTES: -7 ........... --- ------ - 1. CONTRACTOR TO VERIFY ON FIELD ITEMS TO BE REMOVED AND TO BE PROTECTED IN PLACE. I AM I 2. ITEMS TO BE SALVAGED AS DIRECTED BY THE OWNER AUTHORIZED jREPRESENTATIVE (OAR) SHALL BE REMOVED BY CONTRACTOR AND — TURN OVER TO OAR ON SITE. 6 .......... ............. .................. ------------- ............ ............. 3 .............................................. ............. 3. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS, SEE DWG NO 2. ........... -------- ..........-------------- .......... ............ \A 4. THE CONTRACTOR SHALL RESTORE ANY PAVEMENT MARKINGS THAT ........... ........... .............. A—/ ........... ............. ................. ............ WILL BE REMOVED DURING CONSTRUCTION IN ACCORDANCE WITH .................. ............... ....... ..... CALTRANS STANDARDS, INCLUDING SECTIONS OF THE CENTERLINE .............. ............. .............. .... .......... ........... 01 01 PAVEMENT MARKINGS OF COLLEGE AVENUE. MATCH EXISTING WERE ............. .................... APPLICABLE. .............. ........... ................------ ....... ------ ............... 5 ............... .......... ................ .......... ....... ................ ................... .................... PROJECT ............ ---------- .............. ----------- ............. SITE ............. ................. ............... ............. H .......... ............ .......... .......... A Ilk Z 0 n NA67URAL W E LIJ N ............ ............ KEY MAP 14 -j ............ 0 ............ .......... ................... .......... t. ....... ......... ....... ... ................. .......... ---------- .............. ...... CITY DESCRIPTION OF REVISION DATE APPROVED --------------- ............. .......... ...................... CITY OF RANCHO CUCAMONGA PKI VATS DRIVE SIGNAGE & STRIPING PLAN WILSON AVE & COLLEGE AVE. NOT FOP, c- 11y REVIEW TRUE APPROVED BY DATE Plans prepared by: NORTH CITY ENGINEER R.C.E.No. 249 ESS/qw \0 DESIGN RECOMMENDED JUT GRUEN ASSOCIATES C AENGINEERS INC 01 59 lot am STRUCTURAL 1 *M*w w No. 7 20' DRAWN 6= Sm Vlomte ftulewd. Sufte 2W SHEET c. L �edford Street Los Angeles. CA 90063 Lm M9@Im% Cdffbrnia 90048 C1�91 4 Exp.6/30/06 VV 5 9 Tel. 323.729.6098 Fax. 323.729.6043 cim ALTERNATE BID NO ITH 7M =9,V.42M FAX N&9JV.6WI OF CHECKED DRAWING NO. OF CMM-%� SCALE: 1 lo'—o" VCA R.C.E.No. DATE FILE No. 2063 .—...d ----------------------------------- --------------- --------- ---------------- ---------- ------- ------------------------------ --------------- ---------- ---------- ---------.-------- -------------------- ---------------------------------------- -------------- ---------- ---------------------------------- ---------- --------------- ------- ------------ ----------- ------------ -------------------------------- 1815 FL R W 1815 EXISTING AC C EXISTING ROAD CONCRETE ROAD PAVEMENT CONCRETE PAVEMENT PAVEMENT EXISTING GRADE AC PAVEMENT I I DETAIL 2 PER _.......------_._._------.__........._.__._ w TN15 SHOOT w w ui w SAWCUT SAWCUT EXISTING GRADE z 2Z O . I I _____.__.__._..._.._.____.. _.___.______ _ __...__.. ___.._ ......_._._. _.__—__.______...____._. ____ /\ Q I < > _...... JOIN > / < w w < \ J J 5 \\ W W O O i \ O� \ \ • .............___._.-_..._...._..__...._..._..._..._...._......___._.__.....___.__..__-_..._.._._-__._.____..._ __. ___._ _ �/, IAC PAVEMENT JOIN EXISTING '' COURSE COURSE AGGREGATE BASE AGGREGATE BASE --_..__....__._.._....__..._..._..-_...__._._..___.--.--_..___.__.___.__.____.._____._......_..____--.-__.._ _..._.._. _....-._ ...._._.._.__.__._-_-._..__.__._...._....._._._.___.__-...".._._.........___.__._._._.___.______. -.._--_.___....______.____.______.._._...._...._..._.__...____._-.._..._.._____._._________.____......__.___..._.___.__._.____.._........._______.__�„.__..___..._._._.__ .__..._...._._______.._..._____.__..__...._..._.....___....__.._.._____...__._ 6 THICK (TMIN 6 THICK MIN) SUBGRADE SUBGRADE __..___ 1810 1810 ._..__.._ _...._... NOTE: 1. ALL CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 100–A. SECTION-1 5 SECTION-2 6 SCALE HOR 1"=20' VER 1'=2' HT 4 SCALE HOR 1"=20' VER 1'=2' 8HT 01 R/W SEE SITE CONTROL PLAN MEDIUM BROOM FINISH CURB & GUTTER PER #4 ® 16" OC CITY OF RANCHO (GR 60) CUCAMONGA STANDARD PCC PAVEMENT 1/4"R EDGE SIDE PLAN 104, TYPE A2-6 (fc'=3,000 PSI ® 28 DAYS) NEW AC IM EXIST AC PAVEMENT IMP, PAVEMENT :,6r 4" THICK CONCRETE SIDEWALK WITH MEDIUM BROOM FINISH e d ° °d. °. n .. e... d w TACK COAT I EDGE NEATLY 2% SAWCUT e e d a o. d. O Q' `0000-0() O OO Q O ., e ° `b o MATCH =— .. a 6 a III=III=III=III=III_=III III=III=III=) I I=) I I= EXISTING III=III= I I= I I=III. I I=III I I=) I I=) I I=III PAVEMENT I I I I I I I I I I I I I I I I I—, I I I I I—,I I—III—,III ,III—III- -I AND BASE o cr o SUBGRADE " e e ° TOP 12" RECOMPACTED e 111111 11111 d. COARSE AGGREGATE I-III-III-III�-1TI fiiii TO 90% N0 BASE (CAB) TOP 12" OF SUBGRADE si i BALK 4"THICK (MIN) COMPACTED TO 90% MAXIMUM DENSITY NEW BASE EXIST BASE NOTES: 1. PROVIDE EXPANSION JOINT AND WEAKENED PLAIN JOINT IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 103. NOTE' 2. CURB AND GUTTER SHALL BE CONSTRACTED SEPARATELY FROM SIDEWALK. 1. INSTALL LONGITUDINAL CONSTRUCTION JOINTS AS PER PLAN. TRANSVERSE CONSTRUCTION JOINTS AND WEAKENED PLANE JOINTS USE APWA STD PLAN 134.1. 3. PAVING SHALL HAVE A MEDIUM BROOM FINISH ON ALL SURFACES LESS THAN 6% AND A HEAVY BROOM FINISH ON ALL SURFACES GREATER THAN 6%. 2. ALL CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RANCHO CUCAMONGA STANDARD PLAN 100–A. DESCRIPTION OF REVISION DATE CITY 2CONCRETE PAVEMENT DETAIL AC JOINT DETAIL 3 CONCRETE WALK DETAIL APPROVED 1 NOT TO SCALE NOT TO SCALE NOT TO SCALE CITY OF RANCHO CUCAMONGA SECTIONS & MISCELLANEOUS DETAILS WILSON AVE & COLLEGE AVE. APPROVED BY DATE 5 Plans prepared by: \�,4 CITY ENGINEER R.C.E.No. ' 24953 �pFESSlpyw� �OF C AENGINEERS RECOMMENDED INC � � JUT GRUEN ASSOCIATES f ory CIVIL • STRUCTURAL —0-0— C36079 3951 Medford Street Los Angeles. CA 90063 No. �� 6330 San vk:.nt• Boulw�ord, SuRe 200 SHEET Tel. 3 edf rd Street Fax. 323.729.6043 * Exp.6/30/06 * ALTERNATE BID 5 L°` "'�'"' 270 9oo�a ��LVV lEL 323.937.4270 FAX 323.937.6001 6 OF 9 CAL�E�\! CHECKER.C.E.No. DRAWING NO. VCA DATE FILE No. 2063 4 CONSTRUCTION NOTES. LEGEND: STREET NAME BOTANICAL NAME COMMON NAME MIN. GROW SPACING SIZE QTY. EXISTING TREE TO REMAIN SPACE O1 10' LONG PRIVATE STONE WALL, TYPICAL. SEE DET. 7/9 f WILSON AVE. LAGERSTROEMIA INDICA CRAPE MYRTLE 20' 24" BOX < DECOMPOSED GRANITE TRAIL, SEE DET. 6/9 EXISTING TREE TO BE REMOVED "MUSKOGEE" O CONCRETE SIDEWALK, SEE DET. 3/6 AND CITY OF � o EXISTING TREE TO BE RELOCATED HAVEN AVE. MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 60' 15 GAL. RANCHO CUCAMONGA STANDARD PLAN 103 & 114 WITHIN THE CAMPUS "ST. MARY" O4 CONSTRUCT ACCESS CONCRETE CURB RAMP PER CITY OF b STREET LIGHTS PER ELECTRICAL DWGS. RANCHO CUCAMONGA STANDARD PLAN 102. SAWCUT AND REMOVE EXISTING CURB AS REQUIRED TO CONSTRUCT NEW RAMP. VERIFY CURB FACE HEIGHT AND WALK SLOPES TO ABBREVIATIONS: DETERMINE RAMP LENGTH. _ .... . ....... .. .... .-__.... ... . TIL 8 _._.:'w _ ._ .,._......_..,,....... ..._. _. .._..... _ CURB RAMP, DEA / .. _......_ :, ., ,....,...: .; / DG DECO GRANITE < 5 P __.._ ..___ _ _,....... _. . EXISTING VAULT OR MANHOLE COVERS TO BE ACED / . ......-..._........ -.,;M,;.Vis.....::_,,.,%_.' ;.: ,, ... _....._._. ............__ w ` ' � w, NEW NON—SLIP RESILIENT RUBBERIZED SURFACE, USE SAFE t• < _ .....�. .. . ,..._.._.. ., + ........... .. TE 180 -- " � _�, -- �`"" � �' DEK, COLOR: GRAY BY PATHWAY SURFACES INC L# 3 COM, SEE DETAIL 9/9 CONSTRUCTION NOTES FOR TREES: WILSON AVENUE - 8 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY r,. w 7O INSTALL STREET LIGHT, 9500 LUMEN HPSV, BY S.C.E., 1 :: .. ... ............... .. ...... __..._, .. b 20' _ n _ 0'- 1 -5" PAID FOR AND COORDINATED BY THE COLLEGE STANDARD PLANS. 4 20 _ _ _ _ _ _..-..,...._._..... - _ _ n INSTALLED PER THE NOTES ON - , N O8 STREET TREES SHALL BE INS L 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN AGRONOMIC Li ,.- ., . � ... Q7 � .'.,... � N O d- � � � ' I � (.0 In � I 7 I I I I I � o I I _ I i I I I - a, ,�, - �, ;n oo 0O : ; 5 SHEET 7 SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY ,� - Q --- - 00 N �, �.:::....:__ Q UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE " ...... BOC i ...... .._ .... . .......... :.._. .. ....... ....._,_ ...... - , . �. 9 NOT USED TORS. z .-.'��-- � ■ w BACKFILL SOIL AMENDMENTS, AS DETERMINED BY CITY INSPECTORS. ; f � Li> I— — — ,,,, I _ - �:- � �' `' •a .. r�7 -� 3 ALL TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE .�. 4} 10 • : .:• • •. �. _._ �•,.. . . • ._.._."._ eER...,a _.. �_ . RIN DIVISION. _ REMOVE EXISTING TREE STU P 11G11� OF WORK P R PU LIC IMPROVEMENT 4 STREET TREES ARE TO BE PLANTED E B_..._ __.. - _ ..._... E NOTE_ :: - _ IN FEATUR S., . EXIST'E..$EilAfi�.LiMl'I'8 ` 1 2 r . 1 •_- 5 OR TO REQUEST APPROVAL FROM COLLEGE BEFORE x WAY EXCAVATING WITHIN DRIPLINE OF EXISTING TREES. 1 EXISTING WALK E .6.0..-.0 ..... ._ u.: :" ._...r..6�0�-5 - �Z.---�.. "....... .... .. ..97 6 _ 57' 9 T�, - / ` _...., ... ......... )7 [2] EXISTING BACKFLOW DEVICE ..__ . __ .. .....___.._._... ... �.. '.,� 3 EXISTING CONCRETE CURB - "_........... .........._....... . _ .......... . ,.-' ,.' ;, , , , SIGN, VERIFY LOCATION. MOVE IF 8 - _........ _ .. .. x REQUIRED TO CONSTRUCT NEW CURB RAMP _._ Z ', . ; ._ ,.' _........ ......._. . [�.-G...TF�AIL-aiONG V�IILSC�N, / 3• `--3 .... �- ❑5 EXISTING WATER BLOW—OFF, VERIFY LOCATION j CDi� / .... I';;;; E LOCATION _3 ,-, >� � ,._ .__.. ..,.,. �,V�:�FROM­HAVENA . T� �: 3 i: : - . . _. ..... .. . 3:i � -� EXISTING CURB RAMP, VE .... _., _ .. . �.,. -"�OL`LEGE a1tE..ST0#�IE...- © "• __ ._ ,._._ ,,- f< 7 EXISTING CATV PULL BOX , , oc \ € 4 -2, CIAa -'- ---' �--` EXISTING ELECTRIC TRANSFORMER ON CONCRETE PAD ' ETTM , ::L 8 IL o - SRN y [9-1 EXISTING MANHOLE COVER TO REMAIN ATE 2 G R� E V�IALt�t r .. . . . , �.,. , :. :: . . -.;- :.�.�.. " .-..... -. ..: _ ._... .. _�.,� .-... � : . , - ..,-'4: ,: I CAPPED 12 _ _ R VALVES TO BE RE 0 E - ,.-._ _.,... WATE 6. ,. .. TRS :� ,,,. , . . ,. .. .... ...... .._._ _...... .:.........�,. .. f BELOW GRADE _.i n, � HYDRANT TO BE REMOVED & CAPPED 12 6' 9)21 , i BELOW GRADE tx: i , ---- ----..... M: 3 L N / i % I , J' 3 � , 7 ... DIMENSION IS FROM THE BACK OF THE CURB TO WALK ♦ ; , : , . , 1 /6 i r -....... ,�, ' :, 2 DIMENSION IS FROM THE BACK OF THE CURB TO TRAIL - � NEW CURB RAMP START POINT , 3 I / y ',l� Qt 3yqq - ` • " „> "........ TRA RE , , f" :; ;'i r , f < 3 3 � � _ KEY MAP.. ,... i i 3: 1© ' +t i gg _ / ! € , .Y , i - Ayi^� 'J V { , I i f .r )rCITY ._-.. .. .....,... E- ;c s - .,'. .; ,. `- ,t.. .}. -<..', - ,--- , DESCRIPTION OF REVISION DATE 10 - + APPROVED : , f , j _ - , „ I � 4y , ... _ _ . t. € s' , " ( -, .. "; ,.',;:: , .,.. . .. _ , .._ ... > 1 > i .. .__.... .. .. ...,_ / _ ., �.. _..... ,, ............_.. ...., _.„ .. ..,...._..., . ..............._ ,.... ._ ......._, .... '-BFB::: _ ..._ ; + I r.. , t` + - y7- tl ✓ - . ... . _ _... _ CITY F RANCHO CUCAMONGA _ .,....,.-... ;, ;.�" CHAFFEY COLLEGE COMMUNITY TRAIL WILSON AVE. EAST OF HAVEN AVE. $WEST OF TRACT 13542-1. HAVEN AVE. FROM WILSON TO 500FT. SOUTH OF WILSON. DRC2005-00849&ROW2005-01368 * HARDSCAPE AND STREET TREE PLAN HARDSCAPE P E A N - ,06 HAVEN AVE. & WILSON AVE. TO FIRST DRIVEWAYS HAVEN AVE. / WILSON AVE. TO FIRST DRIVEWAYS TRUE APPROVED BY R CTE.No. j NORTH CITY ENGINEER24953 1"-40'—O" DESIGN RECOMMENDED GRUEN ASSOCIATES � O' 1O' 20' 40' 80' DRAWN 6330 San Vicente Boulevard, Suite 200 SHEET Los Angeles, California 90048 TEL 323.937.4270 FAX 323.937.6001 • GA 7529 7 — OF 9 _ • NO TH CHECKED DRAWING N0. SCALE: 1" = 40'-0" R.C.E.No. DATE FILE No. 2063-L - .. . � I.......................I.. ".........-..........j.......-......� : ......... -......... ...I.." ,.1, ,,­'" ..... ­ 1- , -. � : ....... ? - I .f : �, I.- � � " " , ........ 1� .1 - I I I . .1-4- .. " % -_­--- -1......... , I , I_.­­ I. I _�...­-�­ ..., o I , i I � I , .11... - 1. , r 11 I -1 ; 11 ! � ,--- " : �....I i I . d 1. I I 1: .. _.. ___111-d-1-- . j- I , , I " I � - . 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DECOMPOSED GRANITE TRAIL, SEE DET. 6/9 0 . ; , -, p � 1 ; �_'/ ; � <�> ; " � .....­ .......-11------------___1111-_-.-.-................� �.....................................................__..........._....�......._----------------_--------___- ... . ................................�...... - .+++ - CONCRETE SIDEWALK, SEE DIET. 3/6 AND CITY OF EXISTING TREE TO BE RELOCATED <�> RANCHO CUCAMONGA STANDARD PLAN 103 & 114 0 WITHIN THE CAMPUS , 'i �..�� ...:1 ­ / . ,� I , , i %­;I ...- ........ � STREET LIGHTS PER ELECTRICAL DWGS. -d, I .........._­I........ <�> P PER CITY OF � � ­.._ � , ­­ *'*'* STANDARD PLAN 102. SAWCUT AND ;'*_�` WILSON AVENUE............................ - _.......__, _­-...........d'd REMOVE EXISTING CURB AS REQUIRED TO CONSTRUCT NEW . , _ ,T 4::.,: _:,��_*... ........... " ' ........... ­­4........­ , - .., RAMP. VERIFY CURB FACE HEIGHT AND WALK SLOPES TO CONSTRUCTION NOTES FOR TREES: ... __:.. ------------------­---------­--* , ""' ' . � -...........*....­ .. : : . .......�:�:���..�mpqw � ........ � ___, __.............� ­­ :_Z_ +­.....�.........-.... DETERMINE RAMP LENGTH. : ....�...-................. .................._,_.___'__ .. .. ..d.......... ARE TO BE PLANTED IN ACCORDANCE WITH CITY � � . I ; ,-.,. �. .. 1-1 : . _______1 11 .,� ; ,�" - � . - . I. . � d, , : , I . .. . . � ­� � +,., : /+ �:_. :". . 11 I .. 0 STANDARD PLANS. . . I I I . : 3: . . . , . d CURB RAMP, SEE DETAIL 5/8 e - I I � I . I .. . :z* . .. ­ . �..I ...: .. �. . L� � ! w . . ; � " / . .C�� * . . - <�> ; f - I � % �: I * 1, � 1; �...... �,.,�., ..��, I. . � 11 + . .� I 0 . � � , . . : � : , 0 k �� .I " .1 � � I I � ­­ - - .1. . :e"', ,­ ­__............_ ". - ��. 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC e I . : " � : - . � '­­ =_ �� i ��� . _ I I_' -,".I. 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I—— -_ __------__----------___ w " . � '. " � . � I G oo__�__r�__ BACKFILL SOIL AMENDMENTS, AS DETERMINED BY CITY INSPECTORS. . � _1 I I Ill � �. w � / o . _�� . I � , � , : ­__ "I I � . . 0 3 - - ---- - ':- ! . ", : � I.: I., � : �-..,.,.-.I / 0. . : . : . , I _ . C/1) .. \ ,� � � �:., " 0 ; ,�,/ : 11., ; ,�­ 232 7766 WWW.SAFDEK.COM, SEE DETAIL 9/9 , , . ! . ; . I . . f , � ; ! . I . f ;- � I 1.1e I 11-11" ! 1, , ; . .d. I , , I . ; JECT TO INSPECTION AND ACCEPTANCE BY THE , : I , I . . ; . : �,-_ -c ,,�, �I ,.. � I , . / I .." : : ; , , " __­ � -,I ; ,. �.. , / ,.1 : ; 1: �....11 " � ; -,.....I'll,­­­­, ,; .,.. 11 -- �. 1. - � : - � " �, -------LIM T-_dr­WbR1K j : : : . : -1.1", � I . lt!�_ : �-�:,!, - , , / -111,*...2... *,,*,,*........­I—-........- I f : , ,, INSTALL STREET LIGHT, 9500 LUMEN HPSV, BY S.C.E., . , � %. I 1.�__........_. : ; . _._- : i , 1. ,., %. / is­.- -....7- . . I : � : �­ ENGINEERING DIVISION. : � >_ ­'----­,.. , �.­, w I mm�.....��11111115 1 , . : : -+* .-.--' : � <�> : .. . � , , . ; .", 51 I-- , ,", ,I . , ; i W.- - : I ; I � , , PAID FOR AND COORDINATED BY THE COLLEGE : " : � i . I I � : ; � . I . , ....................__ : . I -1"', I . I . : __­ . ­ I- I Ctf . 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I : I :: ; � . . I �� I � - _­­..........___'I______­_-­�:_�� , '­....­.......­ - � . . � I i I � i - I , : I f .. . :: .. 111. � � I ml � %� a �j % .I �� 4 : �' CD ., � -....... : ; % � I � q I I . .: : �� 1- . _.1111 - � .. e� ;� 3 :- :�::_'�::= -:::"_ ­__"' -, I . i ! ? ; 5 . �: 11........-1 -.:..-:�::'::::�::::: *:::.__:::.- �:......­_­.... i I . f % % d .; , . . _____�::� . - i � � ! . � , , I 1: .. � - - ", I :. � ,,, . : � :,--::::::���:::: �� :::: ...'­::::,��, --- : , . . . � , � i .. . . . I � . . w : ...... "",�:::::::��,:::::: �.........d....... : , � . . % � % % � � : :: ., "I......-, i �:'�' ­.,... __ , ; j �� � � � � , , d i; [T] EXISTING WALKWAY I NATURAL RES ; : j ­­_ : , � � I � � � 1. � 1 �: : : : � � . I . � I � � I . � 't , ­­­,: ; I I � e � $ . � : i i � e . 11 . ; �. I 1� . ...... . ... ...... ... A&M.0 d :......d... ! I . 1 : � I 1 % a I;- . : ,�: -1 � i t : j � r . I . + - .. . . d � : ." : : p . � � � I � � � I :: . . . . � . I � � 1: :; : .. : " : .,�. a d I I I o - m �. . tq- � � . � i ; : . .,:, . x .� I I 11� , - - - .��e- ____- ­*1 I ---� -1 - . . . ., ; : : � % I � , - _. , " , . . . � . :: , ,_ _.. . �� : . ; � : � i I I % . :1 I ,, , , 11 :: I � : . ­­­-, I Id . �. i I . � � I : _­.. i ,t_,\._y 11 F2] EXISTING BACKFLOW DEVICE . " , ; : � C i: " ,_ . ! - � � : � � � I � 1------- �, ­­"" I I �. : I + . ,� . I "'C_", 4/8 1 - ; . ,.. p 1. f ,_; I � ,+, I I � � I ..", - - -g.w pm _q . 1111F ) 7. -1 � mv :_ F3] EXISTING CONCRETE CURB () I :::::::::,::::::::::::,Ill���iii::::::���ililI H I .. AWMAR)" 0 SOUTH H AVEN AVE. TO FIRST DRIVEWAY COLLEGE AVE. & WILSON AVE. . ::::::( . .*. 0 . NYWININ-111011) : . ......................... CORNER (BID ALTERNATE E EXISTING TRAFFIC SIGN, VERIFY LOCATION. MOVE IF KEY MA (�) ) INTERSECTION PLAN REQUIRED TO CONSTRUCT NEW CURB RAMP I - 1"=20'-O" 110=200-0" � [5] EXISTING WATER BLOW-OFF, VERIFY LOCATION NOTE: MP, VERIFY LOCATION BASE BID INCLUDES BOTH ACCESS CURB [7] EXISTING CATV PULL BOX RAMPS [fl EXISTING ELECTRIC TRANSFORMER ON CONCRETE PAD I DATE CITY -­­...�.......... ..,�.,*1-­. ...� 1 [-9] EXISTING MANHOLE COVER TO REMAIN I DESCRIPTION OF REVISION I IAPPROVED ,- , .1. - . . i , .. . , , � . ­ . 1. � , . [1 0] EXISTING WATER VALVES TO BE REMOVED & CAPPED 12" � 1, 1, f 1, ,, : , q 40 --- a I : 8 �. : 77-----,".. . BELOW GRADE ; - . . . 1--am-Mpf p .1-1- ___ ... WILSON, AVENUE w : __ , � : ___11... \% ' MI %, I - \\ \ 4' MI . % - � . I . __1 LAN ­_._ i ,;..-----. _-_1-... 3 1 [111 EXISTING FIRE HYDRANT TO BE REMOVED & CAPPED 12" 1 1 � . I I ...... : ­-. ..� 1, , Z EXISTING � . � , , , " I ,.­--.1.1.1......1��__'__­�,, _� , _*.....*..........-1-1....�: ..........­.........--1_-_11111,_._..............­­­­........ BELOWGRADE � : \.,-. .."­"'' I . * I w __ I \ � I I I I I I I . � . : - � I,- A CONCRETE CURB : I � � * >_ : 6 d 1, d � I � I : . i.;. I. .. I � I I �: i: � LL_ : , .. ; I I . 71 � i -....... I . R.O.W ! PLAN NOTES: � * ' Q:� (�::) NEW CONCRETE � . . " I . . � � . _,�- w ck� � � � 9 i ___,._.11-_, -.1. ,I I", F "�,��__�", I . - > �, , . , I � I 11 I � -... �_/_ I ,:"11, e_ I I � ,- � - f - f a_ CURB - � � � � , �, : _1 ,- � U�lj P LINE. - < " - , 3 �5 � � : -....1- . __ . "" LLJ ,, I (�) DIMENSION IS FROM THE BACK OF THE CURB TO WALK , : ,. . . 1, �_� Uj I : - ,�. _­­ �.. OF SAWCUT 1� , , �1. , � , . " t � .,�.......;_.��_',.. .. .........-...-4.........­...I— -1... ......-1 I'll� I.........11 I - . . , � . � � � ­_......... I`I—i _­,' � .1 � ... /, � 1�-_ .. " > � I . I __ I � � - �,: I � � " . . . I 11 . I � . . . . � . � . " . 1 i � � I ". 1, . . E i � � 4 -1 . . \ "I (�) DIMENSION IS FROM THE BACK OF THE CURB TO TRAIL I . . . I I . `4 . . . � ; _11 . . I . � .. I . �__ \ ; I � I 11 . .I., Q_ I � � ; � _, .� - Lj_J C� i : , __ I . . i : ; . tz - 11 1, 2 ',,. , i : � f , , I ­_I.....­f � . � f , . . " 1� __1 11 L6MP DO � � . . CITY OF RANCHO CUCAMONGA i ; : : i , 11 . . ­ . " (D (_3 CONCRETE RAMP . i ; : � "" d ; %7, . 1. . � " RT POINT I . . : � . , 1:12 MAX : : : " d 11 . �. , . : : . . ­ . 1\_jj : � : -1. !� I 1. I . , . . . . . cA = ; a � I I I, . � . . � . . .. . : �� I . . . I I . I � . � - I � (D : � � . - I < 1, . I . .� . . . � I ; : : . . I . . ; w 11 . \ . 1. ,-� ( I , . __ : " . 1. . . . . I . . . .. . CHAFFEY COLLEGE COMMUNITY TRAIL -) � . .. : : j T. 4 � . . Lli FINISH � � I :_-, . . , . : : . 1, I . . 1__� : . i __ ; : I I . . , . . I Ln __ : : , , a I � / 'I', \, ' " ' * '. i . : I !._­ . : : I ...d, . . : : q . . I . ' MIN. GROW SPACING SIZE QTy- WILSON AVE. EAST OF HAVEN AVE. &WEST OF TRACT 13542-1. . : . d � Cn CD "­_,.__,­­': !_: ! � : . . " I EASE 1- �. STREET NAME BOTANICAL NAME COMMONNAME . : � : 11, .." . 0 1 1 " : . : 3 1: - � , - . . � : q I I I --- .1 : : I . 'I � ". - SPACE HAVEN AVE. FROM WILSON TO 50OFT. SOUTH OF WILSON. � 5 � : : � : " I .. .I—- . ! � i : j % i � � : . d : *----7-1 : � DRC2005-00849& ROW2005-01368 FLUSH- - - - - - . _6 ��.. I � ; . m__111-�- CITE,_ - I p �_ ; ; � � :"", �. : � I . : ; . : : i � U_ j f : ". ".. _�j ! - � IEL ;*RIF*,- -�aI LE N"- - Li , j � : ! . I ; . ,� - CONCRETE WALK . -0- ; ; : : : __ : . . '.. . : f I . DRIVEWAY � : : : � . . d WILSON AVE. LAGERSTROEMIA INDICA CRAPE MYRTLE 20' 24" BOX . I . : I -It C) - DECOMPOSED GRANITE __ ; i - . ­­. HARDSCAPE AND STREET TREE PLAN __j ! : : : , � I ,. CURB RAMP TO' AVOID EXISTIN.G,.,,,,- % . - : /"^� � I ­ .� I.... ......... 1-1 "MUSKOGEE" : -1 APRON _��.V) TRAIL � : : : I \ . ' BLY, - ALONG WILSON AVE. FIRST DRIVEWAY TO COLLEGE AVE. . '- I 'WATER BLOW-OFF ASSEM" , 1.1311) At-TERNAlE I � ...., ,,, ..-AND . . . I . BREAK, FINISH \1 I I (�) I - 11, --­��_,.i i __; ! � ; I "j 6 N, TH­-EXI5TIN G.,TRAFFI C 15 GAL. . % � : _01, TO ALI M TRUE ��4 " � � � : ;d � ; � ". ; ( E VERIFY I � . . � I � � ', . :/d � f i � _! ,--- � _..'­ HAVEN AVE. MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 60' APPROVED BY I / DAT : . ; � : I . � , � , � I I � : ; : - I I I_. � : : .� � . : . : ; ; : 1�:-, .. ........... NORTH EER No " , - . : : ! : . �� , "ST. MARY" - GROOVED BANDS PER--'*. . . . . . , _'.- i" ". CITY ENGIN /W, .e�& R.G.E.' .' 249 . I . . . � I ', � , - � -.a- � : : : : : � (' - LOCATION ; ; � : . . i ! ,,� . � " '; �. -.- I I I . � I , . . ; , / CITY OF RANCHO I DESIGN RECOMM I DED . I . I � I I I . I . �, � I GRUEN ASSOCIATES _ lw HAVEN AVE. & WILSON AVE. 6330 Son Vicente Boulevard, Suite 200 41 .. ., DRAWN Los Angeles, California 90048 SHEE`f '17. � I ;z I� � . - TEL 323.937.4270 - FAX 323.937.6001 - GA 7529 8 1,- OF 9 .. ,,-","-","",-",-111,11111-1", __= : , I 1. : . �___ I .4 : "I'll- : � / I . � I i * - I ���� ,,-- -J-� "L,-,--, __ .. [_ �2 1 -1.____� �� . __tL�z �� " )'. I. . x 7 T__ , % .!I , ] * `,__14 . . . . "�,_o -, - ­ - ..... , . - i - - .1 4-, 01, - 10 -3 �.�_ ,,- i�l_- _�, � ��' � 7�_11_1 �1" 1 T � ; i � ! I 1, I � i j ! i ! i L � 7:��_ TYPICAL CURB RAMP ,.. . . - 3 ilt=26-00) * NORTH R.C.E.No. - - DRAWING NO. 5 3/1611=11-Off 1 - DATE FILE No. 2063-L -----I- - --A 11 - I . 20' DEDICATION I ` o VARIES–SEE PLAN 5' Q PROPERTY LINE X 1/4" DECORATIVE BLOCK WALL CONTROL JOINT, SEE PLAN CONCRETE PAVING PVC FENCE C FOR LAYOUT & LOCATION PER 3/6 EXISTING PLANTING AREA 4" THICK PLANTING AREA PER STD. DWG. 1010 o r- CONCRETE CURB CONCRETE WALK CONCRETE HEADER ~ d 1 PER DET. 3/6 4" ° d ° •° ° . 416 _ d � ° _ 1/4"/FT. CROSS DECOMPOSED GRANITE ° a HAVEN AVE. 1/ „/FT. SLOPE SLOPE a ,f�.,:r....•. i Y•t: .. r. f�.t•.'I.. ; ° ° ° d 4 ° � ° _i1 I-_m —a ° a III_I '— ' 3' L TRAIL 12 PARKWAY 5 STREET ——' TYP . SECTION AT HAVEN AVE. PARKWAY PLANTER AREA CURB AND GUTTER --I BLOCK WALL E PLAN VIEW (REAR—ON) PLANTER AREA 6" CONCRETE HEADER CONTROL JOINT -- PROPERTY LINE 0 5 3"=1'-0" VARIES–SEE PLAN 10' a kr' TRAIL w EXISTING PLANTING AREA 10' LONG I DECOMPOSED PLANTING AREA Z -0 FINISH SURFACE TO 1/4 /FT. SLOPE fl-Lo", � BE �" ABOVE EDGING CORTEN STEEL EDGING CONCRETE CURB PRIVATE STONE FOR WALK GRANITE TRAIL, 4" WIDE X 3/16"THK WALL, TYP. SEE - CENTER OF 1 4" FT. CROSS DET. 6/9 PVC URB FENCE PER STD. DWG. 101010 –0 FINISH GRADE WILSON AVE. 1/4"/FT. SLOPE DET. 7/9ap-M WALL TO EACH STREET � 3/41) – – � END _SLOPE PARKWAY IEIIIEIIIEIIIEIII=III-III-III—III=1_II-111=III=III-111E111-111E111E111E111=III-1I_IIII-111=111E111E111E111E111="'- 4 THK GAIL MATERIALS CAL–GOLD =I 1=I -I -I 1=1 1–III=1 1-1 1=1 1–III=III-1 1-1 1=I 1–I I–III III=I I=III– _ – – – _T t' /j//,/\\\\\\\j/i/,/\\\\\\\//i///�\\\\\\j/�/,/\\\\\\\j/i/,/\\\\\\\j�//,/�\\\\\j\�/ °oa�.b,°.. �o:?o •0 0300 _°. T=u 1111_1 I I_I Ii_I I I___14:11611 Ell TI_I I° .ao ° I (=i L1STABILIZED DECOMPOSED GRANITE OR I1 III III I1. ALL LANDSCAPE AREAS SHALL BE PLANTED AND IRRIGATED WITH MATERIALS APPROVED BY THE CITY I II_I _II__ _ ° APPROVED EQUAL, REFER TO CITY OF 2. APPROVED STREET TREES PLACED PER CIN STD. DWG. 501 T_ III_ 1 n o • o�o� o \//\//\//\//\//\//\ ' RANCHO CUCAMONGA STD PLAN #1001 I— /i\/i\\/i\\/i\\/i\\/i\\ –III–III–III–III–llil�Illl—III–III–III_ „111– 3. TOXIC PLANTS ARE PROHIBITED. 4. TRAIL SURFACE IS COMPOSED OF 4" DECOMPOSED GRANITE, GRADE SMOOTH TO 90 PERCENT //\\�/ �\��\�/% \\� /j//\\%j\% j \ jj \ " , \\ \\\\\\�\\\\ \\\\\\ \\\\\\\\\\\\\\\ / /\/\/\/\/ \\ \ \ \ \ 18 LONG GALVANIZED STEEL PAINTED SECTION COMPACTION AND TREATED WITH A SOIL STABILIZER. ' DETAIL B ' STAKES AT 48 O.C. / 5. PLAN VIEW TYPICAL OF REAR—ON, SEE STD. DWG. 1003 FOR FRONT—ON AND SIDE—ON. 6. SEE TRAIL NOTES STD. 1001. ' BID ALTERNATE CITY OF RANCHO CUCAMONGA t ' CORTEN STEEL PLANTING AREA 8 STANDARD PLAN 1002— A EDGING i 10' LONG PRIVATE STONE — NOT TO SCALE VARIES SEE PLAN 10' WALL, TYP• SEE DET. 7/9 � � 6" X8" CONC. CURB FINISH MEDIUM BROOM FINISH ' SURFACE To 6" 10'-0" FINISH GRADE EXISTING PLANTING AREA DECOMPOSED 4" THK GAIL MATERIALS CAL–GOLD NON–SLIP RESILIENT RUBBERIZED BE ABOVE a"/FT. SLOPE CONCRETE CURB GRANITE TRAIL ►-' PROPERTY LINE HEADER 4" THK GAIL MATERIALS CAL–GOLD SEE DET. 6 9 STABILIZED DECOMPOSED GRANITE OR SURFACE BY SAFE DEK COLOR GRAY / \ \ \ \ \ � °o o° • ° - °Q.. -o° �:�. STABILIZED DECOMPOSED GRANITE OR ✓i\/i\/ii / i ° j APPROVED EQUAL, REFER TO CITY OF BY PATHWAY SURFACES INC. TEL# �/\\/\\/\\/ /\\/\\ d- •. .. \�\\�\\�\\�\\�\�\ APPROVED EQUAL REFER TO CITY OF RANCHO CUCAMONGA STD PLAN 1001 1800 232 7766 ,//\\//\\ //\\//\\ °° °'° \/\/\/\/\\/\\� WILSON AVE. 1/4"/FT. SLOPE SLOPE # FLUSH \ °'; \, RANCHO CUCAMONGA STD PLAN #1001 # BAR 4 90% COMPACTED SUBGRADE II-_III=III–,III—Ili-11' —,:— _ _ — „1—III III IIII �IIIIIIIII IIIIi Illliillli illlllll�IlllI�11111�11111111�illllllllll�llllllllll =� <IIIIILIIIIIIIIIIIIIIIIII�III11�11' 1 =1 11=1 11=1 11=1 11=1 11=1 ` ---CONCRETE HEADER PER CITY OF SECTION -��I–Iii–III–III–IiI–=___ lil–III–III–Iu-1 —I =11-11_11 I s 11 LI L 1 RANCHO CUCAMONGA STD DWG. 534, NOTE: EXISTING VAULT COVER SEE 4/9 1/2"-1'-0" DECOMPOSED 1 ALL LANDSCAPE AREAS SHALL BE PLANTED AND NON - SLIP SURFACE SECTION GRANITE TRAIL PLAN CITY OF RANCHO CUCAMONGA STD IRRIGATED WITH MATERIALS APPROVED BY THE CITY. 92 APPROVED STREET TREES PLACED PER CITY STD. 1 1/2"10=110–0 09 1 1/2 010=11-011 DWG. 501 3 TOXIC PLANTS ARE PROHIBITED. CITY OF RANCHO CUCAMONGA, CALIFORNIA 4 TRAIL SURFACE IS COMPOSED OF 4' DECOMPOSED TRAIL NOTES k 1'–6 CONCRETE HEADER - 1/2" RADIUS GRANITE, GRADE SMOOTH TO 90% COMPACTION AND RIVER ROCK VENEER TREATED WITH A SOIL STABILIZER. 1.VERTICAL GRADE:The following grades shall be observed: GROUT JOINT EXPOSED EDGES AND FINISH PER PLAN 0.-5%optimum 1" IN LAWN (INSTALL AT GRADE LEVEL AT SWALE 5 CONCRETE WALK AND DECOMPOSED GRANITE TRAILS 10%maximum for distances over mitedtfeet. CROSSINGS TO CONFORM TO EXISTING PARKWAY FINISH GRADES 15%maximum for distances limited m 500 feet or less. 2" IN PLANT BED ) a►cesi���;0fet,anddonlyi es �el — 6"x8"x16" CMU extreme cases and shod AN JOIN FLUSH TO EXISTING ELEVATIONS OF WALKS 6" OR 8" AND CURBS access is to be expected. WALL, GROUT SOLID man 2.CROSS SECTION:24%optimum,6%maximum In approved location only. SEE NOTE 2 FINISH GRADE #4 BAR 3. DRAINAGE:Where trail gradient exceeds 4%,water bers,splash curbs or otherCDCONTINUOUS diversionary devices may be required.Location of drainage devices 10 be reviewed j and approved by the Trails Advisory Committee.Decomposed granite stabilizer N �� . v shall be used.Stabilizer shall be from Gail Materials,Inc.or approved equal. #4 BAR ® 2 4 0.C. 4. SIDE SLOPE CUTS and FILL:2:1 maximum;2%maximum between curb and IrAl. VERT. GROUT SOLID ( I I I I ( I I .p v•� p 5:1 max.turf&3:1 max.shrubs/ground cover behind trail.Occasional slope ALL CELLS I III III I I (— variations will be considered on a case by case basis and will require approval oFINISH GRADE ( ( I by the City Engineer. (D � II 5. SURFACING:Trail surface shall be stabilized decomposed granite with 4 inch nbninrumDESCRIPTION OF REVISION DATE CITY base. Remove rocks and debris and grade surface smooth.Stabilized d.g.is available I I tD Q APPROVED from Gail Materials(909)279-1095 or approved equivalent.Stabilizer organic binder _ _ p. •;v.:• v.' shall be incorporated with granite fines by the use of a pug mill b insure proper ration I = = = =1 I I= I z , , :jp v p P.�j•V of stabilizer to granite fines. For each 2"lift,evenly spread the material over the area, grade and smooth.Thoroughly water entire area to ensure that the entire dept is moist. #3 RE-BAR CONTINUOUS Roil the area with 1000-30M lbs.of weight. Prior tause allow the finished surlboat =III=III III= Co _ (UNLESS OTHERWISE INSTRUCTED) sufficient time to dry.On the side to which the water drains,build up the compacted —III— — d.g.to a finished surface of 1/4"-1/2"above concrete curb,allowing the water to —III—I 11 drain over concrete curb into adjacent planting area. NOTES: II—III= — GROUT BASE 6.CLEARANCE:All trees shall maintain a 10 foot minimum cleAdequate 1. PROVIDE SCORE JOINTS AT 10'-0" O.C. AND 3/8" EXPANSION JOINTS AT 20'-0" O.C. ararx:e. sight _ distance to be maintained at all intersections and drive approaches.Fence line shall end 10 feet back of the B.C.R.or E.C.R.in 20 foot easements.In smaller easements, _ = 2. 8" WIDE CONCRETE HEADER TO BE USED ONLY WHEN ADJACENT TO CITY-MAINTAINED determination should be made case by case. Fence line shall end 5 feet back from < the top of the"x"at drive approaches.Adequate access to utilties should be maintained. I TURF. Fence line shall end 2 feet to either side of fire hydrant and 1 foot to either side of d CONCRETE FOOTING any street light or utility pole. 0 4„ L < ' 2500 PSI 3. CONCRETE TO BE 520-C-2500 MIN. 7. FLOOD and DRAINAGE CHANNEL CROSSING:Where trail must cross existing or ► c L 4. HEADERS TO BE USED AS EDGE TREATMENTS TO ALL COBBLE AREAS, AS AN EDGE CITY OF RANCHO CUCAMONGA proposed drainage channels,the continuity of s a trail shall be rruaintaained by tet.. (3) #4 BARS TREATMENT TO ALL NON-HARDSCAPE LIMITS OF WORK, AND BETWEEN ALL TURF AND construction of an appropriate crossing such as a bridge,ramp way,culvert ems.wood CHAFFEY COLLEGE COMMUNITY TRAIL or transverse"medium broom"finish concrete shall be used to prevent sapping(no metal � CONTINUOUS HORIZONTAL GROUNDCOVER AREAS. surfaces permitted). Natural streambed crossings should be left as natural as possible. � WILSON AVE. EAST OF HAVEN AVE. $WEST OF TRACT 13542-1. 8.TRAIL ENTRANCE:Trail entrances shall be designed to provide for equestrian. HAVEN AVE. FROM WILSON TO 50OFT.SOUTH OF WILSON. pedestrian/hiking use and shall discourage motor vehicle and motorcycle access,except • Local Feeder Trails shall provide one or more means of unobstructed vehicular access 21-0)) DRC2005-00849$ROW2005-01368 for service vehicles.Access Locations subject toapproval the Tiers Advisory CITY O F RANCHO CUCAMONGA S T D Committee. Refer to standard drawings for barriers and signs.Where there is no barrier,the trail should be posted. STONEWALL CONCRETE HEADER DETAIL DWG. 534 m7 SITE SECTIONS AND DETAILS 10.CONCRETE APRONS: For drive approaches at trail entrances or at drainage crossings, concrete aprons shall be a transverse"medium broom"finish. ,I APPROVED BY DA7E � telO 11.CONCRETE HEADER:Concrete header shall be 6 inch per City Standard between l and 1 1/2"=1'—�I' CITY ENGINEER R.C.E.No. all other abutments. tY 1. 12.SPECIAL NOTES: Most Regional Trails follow existing or planned flood DESIGN RECOMM NDED control facilities GRUEN ASSOCIATES constructed by the San Bernardino County Flood Control District and Army Corps of Engineers.Therefore,any construction within their rights-of-way requires review and 6330 San Vicente Boulevard, Suite 200 Los Angeles, California 90048 ( approval by those agencies and is subject to their standards and policies. DRAIIVN es. SHEEf 13.Landscape areas which would otherwise drain to trail shall be required to TEL 323.937.4270 • FAX 323.937.6001 • GA 7529 OF 9 collect/dispose of water through area drains. CHECKED R.C.E.No. ' DRAWING NO. DATE FILE No. 2063—L