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HomeMy WebLinkAbout1990 (2)GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THIS PLAN, CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -QF -WAY LIMITS OR IN THE ADJACENT AREAS EHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED, AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SFT AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREA, 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETE TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ] 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS, 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16, WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THOUGHT OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE REQUEST OF THE INSPECTOR. 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: A. SAN GABRIAL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 MR. JAMES FREI, FOR BASELINE ROAD CONSTRUCTION B. GENERAL TELEPHONE COMPANY (800) 483-3000 C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND SERVICE 1981 WEST LUGONIA AVENUE, REDLANDS, CA 92737 D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 9641 SAN BERNARDINO ROAD, RANCHO CUCAMONGA, CA 91730 E. METROPOLITAN WATER DISTRICT (909) 593-7174 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 7951 REDWOOD AVENUE, FONTANA, CA 92336 G. PACIFIC TELEPHONE COMPANY (714) 999-8639 19. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN `COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. Inderground Service Alert TOLL 1-800 X11 WORKINGTWO .- 1 A STREET IMPROVEMENT PLANS TRACTS 161 13 y IR VESS/ NO. 43886 EXP. 6-30-05 >Mr 7k WILSON AVENUE - 24TH ST. SANYAN ST w PROJZ-CT L OCA TION 15 VICINITYMAP r 1949 DN. r FD. •i - BRASS DISC MKD. r 1949 UP rr CONTACT JOE -O'Till PRIVATE EI E E R'S CONSTRUCT 5" (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. 168,330 S.F. STARTING ANY WORK IN THE 01 VICINITY OF OUR FACILITES. NOTICE TO CONTRACTORS �- INSTALL 9500 LUMEN HPSV STREET .LIGHT BY SCE, PAID FOR &COORDINATED BY DEVELOPER 10 E. A. g THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 663 L.F. PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE STREET IMPROVEMENT PLANS AVENUEDESCRIPTION WI LSON + EAST AVENUE ii.i r DATE: APPROVED CITY ENGINEE•' „ CE NO. 24953 ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 2,570 L.F. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONSTRUCT A.C. CURB ONLY PER CITY STD. 104, D1-8 110 L.F. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB �- REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT - S.F. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL BE LIMITED TO NORMAL WORKING HOURS; AND RELOCATE - E.A. THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE �- SAWCUT EXISTING 135 L. F, OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. �9 MATCH EXISTING - - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 10 - INSTALL BARRICADE PER CITY STD. 131-A (W PER PLAN) 50 L.F. EXISTING SURVEY MONUMENTAT10N 11 ADJUST TO GRADE 5 E.A. I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY, MONUMENTS OF RECORD(S) THAT COULD BE 12 - CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' 5,780 S.F. DISURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 13 CONSTRUCT 4' WIDE 3" A.C. WALKWAY ADJACENT TO CURB. 1,755 L.F. El 1 1/4 INCH S.B. CO. SURV DN. 0.7' FD ON EAST AVENUE (� T U UTL ITY 6'rD. t4 • 107-13 FD. 6" CONC. POST W/ 1 1/4 BRASS' DISC MKD. S.B.C.-F.C.D. 1949 UP 0.1' ZL@ 41006f0c""" 04NO 4044tr4_101AN4 4farreg tvA • A 3 FD. 6" CONC. POST W/ 1 1/4 BRASS DISC MKD. S.B.C.-F.C.D. 1949 UP 1.0' El IPWAO.. 464 Q7) wcarrALL m of DIA. DUCrJUP., lKoW ?Ipj5 BASIS OF BEARINGS 1 • THE BEARING SHOWN HEREON ARE BASE ON THE CENTERLINE OF EAST AVENUE BEING N 00013'40" E PER SURVEY RECORDED IN BOOK 96, PAGES 58 INCLUSIVE OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. BENCHARK BM #10089, A 2" BRASS DISK IN CONC.� HEADWALL AT THE SW CORNER OF SUMMIT AVENUE AND EAST AVENUE, ELEV=1507.031 / ri - 9 MAIT/ %• r. r1dA( rV P.. MOLL f SAO ,r ALDDtMc®® i F4. ' •� / '" r. �If+EeA • 40s` y IR VESS/ NO. 43886 EXP. 6-30-05 >Mr 7k WILSON AVENUE - 24TH ST. SANYAN ST w PROJZ-CT L OCA TION 15 VICINITYMAP r 1949 DN. r FD. •i - BRASS DISC MKD. r 1949 UP rr DESIGN BY: RECO MENDED Now ED PHB & ASSOCIATES, INC (626) 914-6256 FAX (626) 914-5756 DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET DC PLANS PREPAR NDER SUPERVISION OF OF 1 R.C.E. N0. 43886 DESCRIPTION OF REVISiON CHECKED BY: _7_ John DierksenDWG NO. JED Date DEC 2004 Exp. JUNE 30, 05 1990 PROJECT SHEET OF CONTACT JOE -O'Till AT (909)776-2664 AT LEAST 'rwo WORKING DAYS PRIOR TO STARTING ANY WORK IN THE 01 VICINITY OF OUR FACILITES. .:m 11T.- 4 44, g OF REVISION CITY OF RANCHO CUCAMONGA TRACT NO. 16113 STREET IMPROVEMENT PLANS AVENUEDESCRIPTION WI LSON + EAST AVENUE ii.i r DATE: APPROVED CITY ENGINEE•' „ CE NO. 24953 DESIGN BY: RECO MENDED Now ED PHB & ASSOCIATES, INC (626) 914-6256 FAX (626) 914-5756 DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET DC PLANS PREPAR NDER SUPERVISION OF OF 1 R.C.E. N0. 43886 DESCRIPTION OF REVISiON CHECKED BY: _7_ John DierksenDWG NO. JED Date DEC 2004 Exp. JUNE 30, 05 1990 PROJECT SHEET OF t 7,777Z77`7;i�77 ..... ..... ;,_, 7V_ 77r_7 _. t -1- 1 11 _', mom Underground Service Alert Call: TOLL FRE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG EXISTING CHANNEL ULT EXIST N R/W N R/W "E" 5- ETIWANDA AVENUE SECTION LINE C/L 38+00 0 '0041.1,0 m WILSON AVEN UE, NOTE: APPROVAL FROM SAN BERNARDINO COUNTY AND S R/W METROPOLITAN WATER DISTRICT FOR WORK WITHIN THEIR JURISDICTIONS. TI=9.0 R=60 37+04.64 TO 37+94.72 (NTS) ULT EXIST SECTION N R/W N R/W LINE C/L S R/W JOIN EX. GRADE VVILZ)UIN Mr-INUE EXISTING CHANNEL/ TI=9.0 R=60 37+94.72 TO 46+00-00 (NTS) JOIN EX. "GRADE 43+00 CONSTRUCTION NOTES 0— CONSTRUCT 5" (6- ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. -s­e:fP9E I I I I L_ , —o P.e.e. -c-b4ii3­eNB"FER-�1W 5:111. 1 eUR&-0NL1,1F LRM I T SiD. 134-81 REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT RELOCATE SAWCUT EXISTING MATCH EXISTING INSTALL-EIARRCAD- AN) —ADJUST TO GRADE f%L1f%'rn1 IfN"r C'IMM11A I I/ @_ - V LEGEND NEW ASPHALTIC CONCRETE REMOVE EXISTING A.C. E= A.C. OVERLAY 0 WATER VALVE Q FIRE HYDRANT 44+00 In CONTACT JOE MIRON E OF MWD 17.11 fm V -n AT (909)776-2664 ATLEAST 4%O TWO WORKING DAYS PRIOR TMkt+=4AiSN3�`Et&tS5F86RF .77777 STARTING ANY OKI.kt THE "ell VICINITY OF OUR FACILITES. ffi DATE APPROVED A CITY OF RANCHO CUu/AMONGA TR AC1\4'0. 16113 T L STREET IMPROVEMENT PLANS WILSON AVENUE 4 4 APPROVED BY: DATE: RCE NO. 24953 CITY ENGINEER Z� fi elf f • • 40+00 41+00 m WILSON AVEN UE, NOTE: APPROVAL FROM SAN BERNARDINO COUNTY AND S R/W METROPOLITAN WATER DISTRICT FOR WORK WITHIN THEIR JURISDICTIONS. TI=9.0 R=60 37+04.64 TO 37+94.72 (NTS) ULT EXIST SECTION N R/W N R/W LINE C/L S R/W JOIN EX. GRADE VVILZ)UIN Mr-INUE EXISTING CHANNEL/ TI=9.0 R=60 37+94.72 TO 46+00-00 (NTS) JOIN EX. "GRADE 43+00 CONSTRUCTION NOTES 0— CONSTRUCT 5" (6- ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. -s­e:fP9E I I I I L_ , —o P.e.e. -c-b4ii3­eNB"FER-�1W 5:111. 1 eUR&-0NL1,1F LRM I T SiD. 134-81 REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT RELOCATE SAWCUT EXISTING MATCH EXISTING INSTALL-EIARRCAD- AN) —ADJUST TO GRADE f%L1f%'rn1 IfN"r C'IMM11A I I/ @_ - V LEGEND NEW ASPHALTIC CONCRETE REMOVE EXISTING A.C. E= A.C. OVERLAY 0 WATER VALVE Q FIRE HYDRANT 44+00 In 1V scwE: lop =40 IR ESSIpNq DIE !2 NO. 43886 0 rn L&j cn EXP. 6-30-05 ;;0 civ I C Ali\_ PROFILE SCALE.- HORIZ.- 1 "-400 CONTACT JOE MIRON E OF MWD 17.11 fm V -n AT (909)776-2664 ATLEAST 4%O TWO WORKING DAYS PRIOR TMkt+=4AiSN3�`Et&tS5F86RF .77777 STARTING ANY OKI.kt THE 1V scwE: lop =40 IR ESSIpNq DIE !2 NO. 43886 0 rn L&j cn EXP. 6-30-05 ;;0 civ I C Ali\_ PROFILE SCALE.- HORIZ.- 1 "-400 DESIGN BY: REC&TWTIEADED r. JED PHB & ASSOCIATES, INC -i (626) 914-6256 FAX (626) 914-5756 A 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET PLANS PREPAREQ_ UNDER SUPERVISION OF 7 2 OF A R.C.E. NO. 4,3886 CHECKED BY: John Dierksen DWG NO. 1990 Date DEC 2004 Exp. -JUNE 30, 05 JED ii— 11 PROJECT SHEET OF CONTACT JOE MIRON E OF MWD AT (909)776-2664 ATLEAST 4%O TWO WORKING DAYS PRIOR TMkt+=4AiSN3�`Et&tS5F86RF .77777 STARTING ANY OKI.kt THE "ell VICINITY OF OUR FACILITES. DESCRIPTION OF REVISION DATE APPROVED A CITY OF RANCHO CUu/AMONGA TR AC1\4'0. 16113 T L STREET IMPROVEMENT PLANS WILSON AVENUE 4 4 APPROVED BY: DATE: RCE NO. 24953 CITY ENGINEER Z� DESIGN BY: REC&TWTIEADED r. JED PHB & ASSOCIATES, INC -i (626) 914-6256 FAX (626) 914-5756 A 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET PLANS PREPAREQ_ UNDER SUPERVISION OF 7 2 OF A R.C.E. NO. 4,3886 CHECKED BY: John Dierksen DWG NO. 1990 Date DEC 2004 Exp. -JUNE 30, 05 JED ii— 11 PROJECT SHEET OF lz . .. ........ Ir"", ....... 1--- 7 1i �0 P63 69hPr10A( OF k4 -4:510A( P4re AMOOKC46+00 AD000 Z 12" DIR, MADWAW r* --r.414 $r�WC4TE (J"IDI 7 DFTAIj., 50r. 11 -13y 14ULJSAKEE i�11106WALk DRAbJ..A1DD6D 0/8 41 W -BARS 0 F. (oil 0 V_ 0 1T 4- < \I 2,11 DIP F- N % LLI LJJ Z 3 /ell REBAR 447 w M11155ARS U)_j ell UJI A 66CnOW A -A < A 4BADWALL M M.T5. X. 96" MWD PIPELINE FUTURE MWD PIPELINE 30' SOUTH OF X. PIPE 00 NOT . L A APPROVAL FRO m SAN BERNARDI COUNTY AND E'm DIST DICT CnD 1AInDI/ IAIITWIKI 50+00 A....... 8 Ljj _J� 0 j L0 --- ffi7 7771_�Jzz co 4__ "Zz" v. 71 _7_ T= FT =EPT-, E=t= PANI, "WESTBOUND - 0 CL -7, 4- 77< t + 41 -MEDIANp'r _71] U00MMMIrlob , METROPOLITAN "M I IF\ FUTURE EXIST SECTION THEIR JURISDICTIONS. R/W N R/W LINE CA S R/W CONSTRUCTION NOTES FUTURE EXIS I- SECTION 10' 30' - 19, 85 VfD RIGHT Or \AIAY - N R/W LINE C/I r V (D— CONSTRUCT 5" (6" ON V..ILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. R/W L_ S R/W 41' Varies 25' To 39' (2)- INSTALL 9500 LUMEN HPSV STREET LIGHT 10' 30' 11, 19' 85' MWD RIGHT OF WAY 18' 7* Varies 18' To 32' 5 Q—CON.,TRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 2% min CONS-RUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 177 10 41' 25) 27.1 % max CONSTK' -^T A.C. CURB ONLY PER CITY STD. D1-8 2' 18' 7' 18' 51- 2% min EX GRAE.'7- @-- REMOVE AND DISPOSE Ur "7RFERENCE WITH PROPOSED IMPROVEMENT TV 2% 10% max (D— RELOCATE 7 JOIN EX. GRADE @- SAWCUI EXISTING WILSON AVENUE .7 EX GRADE JOIN EX. GRADE TI 9. 0 48+32.80 TO 49+72.80 R=60 MATCH EXISTING EXISTING CHANNEL/ (NTS) INSTALL BARRICADE PER CITY STD. 131-A (W PER PLAN) WILSON AVENUE ADJUST TO GRADE SC&E: I` =40" EXISTING CHANNEL TI=9.0 R=60 46+00-00 TO 48+32.80 FUTURE EXIST SECTION CONaTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' (NTS) R/W N R/W LINE CA S' R/W LEGEND& ile, r ca w cv a e tl7e, e7 w T cl 71 cf7P' - M, 7 - - 9 10' 30' 11, 19' 85' MWD RIGHT OF \NA'Y -I- - 1,1NEW AS.PH C ESw 41 39 65' Zo 2.00 VA IES VARIES REMOVE EXIST'ING A.C,.�L@eaysneww ceb-So4WR 0.48 9 1 Iq 7) A 81 X4V-r1fbC /0\ 0 MIN NO. 43886 1 tfA A.C. OVERLAY 1_4 ­,� 'I Underground 7' �I N r7 ?1A errtl OP. AX /0& WAR r1% -30-05 4-71 5 8.9' MAX M EXP. 6 ;0 _j 10/- max 27o Service Alert 0 W" -ER VALVE P.C.C. wlr# ------ ���Xxy >4/! Call: TOLL FREE 4 SIDEWALK -C� FIRE h.'DRANT CIV I L _NR s_* AC BE EX GRADE zt 1-800 PM1 / �4\ 227-2600 tJ/. 44 01. f- 1 JOIN EX. GRADE CALF 0 A / % DE TAIL 4. geZAIF(7,Z461(�41STING CHANNEL TI=9.0 WILSON AVENUE R=60 49+72.80 TO 56+00.00 OW 0 rx. 1=7111111111111 Af a 11111;r. j VJF A*Vj7 44 11,1117 row TWO WORKING DAYS BEFORE YOU DIG N7S (NTS) I -*, Olt V_ 44091 7 P, ■ 100:, VC 7-7 _­PV1 11337:011 1;:;_"r2.617w_ G2=;-' -2.Q8%`_'1j'_ 4 .. . . ...... LU Uj C) C) C) Uj C) I+ d Z*O L5 O r-) uj_­ LO? to"" (n L0- 4_1 L;�S '," ---1-- A— F_J 77 F 1-1 .......... CURVE DATA At-- CAVAN dft.EYA' 4Xf-f DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCU CJN A TRACT NO. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE ------- . .. ... ... EG "Oul, -j - _JTK A"E'. S, T C"', k -4, PROFILE SCA HORIZ: 1 "_ 4 0 55+00 56+00 CONTACT JOE MIRONE OF MWD: AT (909)776-2664 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF OUR FACILITES. rF: PLANNING DIVISION CASE NUMBER DRC2004-01107 zL REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 lu CURVE DATA TABLE CAVAN dft.EYA' 4Xf-f DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCU CJN A TRACT NO. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE Me CONTACT JOE MIRONE OF MWD: AT (909)776-2664 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF OUR FACILITES. rF: PLANNING DIVISION CASE NUMBER DRC2004-01107 zL REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 lu p,eA //y /?,6 ;5 ;'F r 7-14w - CAVAN dft.EYA' 4Xf-f DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCU CJN A TRACT NO. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE APPROVED BY: DATE: 1c, A CITY ENGINEER 711- RCE NO. 24953 .. ... ..... ... . . ..... DESIGN BY: AV&= RECOMMENDED M'PRW ED PHB & ASSOCIATES, INC we, -f� ot-) h, Ic -6 f- q JIkj (626) 914-6236 FAX (626) 914-5756 DRAWN BY: 1620 SOJTH GRAND AVE., GLENDORA, CA 91740 SHEET DCPLANS PREPARED UNDER SUPERVISION OF 3 OF 11 NO. 43886 DWG NO. CHECKED BY: John Dierksen 1990 JED Date SEP 2005 Exp. JUNE 30, 07 PROJECT SHEET OF t :=77", 4- EH-Ez-, 4 .. .... iE T _T_ f �7-"7 E_:= 4- t=4 _,T� z": z $E QROSEU--',NORTH[cEP,1 __&11____f ="El -TBOUNID`± M 7A ... . . ..... __x A ........... . 7 Z K __7 b" 4:_ J, JE: ------- – ------ AD Z T, V -4 _T_ _::Z 7 . ..... ......... . ..... . .... .. . . + _j �u j LM -4 J-: , 7 ......... . 17, 4 =zzt�, k. -T :"J=71 ... ...... .... 4 E -4-- 41 4 .. ... ��j -EG:-@ _7=" 3 . .......... . .. ... 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GRADE WILSON AVENUE 0 fJ L` TI=9.0 R=60 57+77.64 TO 62+55.38 (NTS) SC4LE 1' =40 �;s/ IR DIE CONSTRUCTION NOTES @—CONSTRUCT 5" (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100—A. INSTALL 9500 LUMEN HPSV STREET LIGHT CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 CONSTRUCT A.C. CURB ONLY PER CITY STD. D1-8 REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT RELOCATE SAWCUT EXISTING MATCH EXISTING @ —INSTALL BARRICADE PER CITY STD. 131 —A (W PER PLAN) @ — ADJUST TO GRADE @— CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' LEGEND F47771'7/',�-j NEW ASPHALTIC CONCRETE LL\�� REMOVE EXISTING A.C. [�ZZZJ A.C. OVERLAY CONTACT JOE MIROI`NE OF MWD 0 WATER VALVE AT (909)776-2664 AT LEAST ,Q FIRE HYDRANT VICINITY OF OUR FACILITES. PLANNING DIVISION CASE NUMBER DRC2004-01107 REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 CURVE DATA TABLE CURVE DELTA RADIUS LENGTH TANGENT 90-47'06" 35.00' 55.46' 35.48' CITY OF RANCHO CUCAMONGA 89*14!57" 35.00' 54.50' 34.53' APPROVED BY: DATE: &-)If 180000 too" 3.50' 11.00' SC4LE 1' =40 �;s/ IR DIE CONSTRUCTION NOTES @—CONSTRUCT 5" (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100—A. INSTALL 9500 LUMEN HPSV STREET LIGHT CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 CONSTRUCT A.C. CURB ONLY PER CITY STD. D1-8 REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT RELOCATE SAWCUT EXISTING MATCH EXISTING @ —INSTALL BARRICADE PER CITY STD. 131 —A (W PER PLAN) @ — ADJUST TO GRADE @— CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' LEGEND F47771'7/',�-j NEW ASPHALTIC CONCRETE LL\�� REMOVE EXISTING A.C. [�ZZZJ A.C. OVERLAY CONTACT JOE MIROI`NE OF MWD 0 WATER VALVE AT (909)776-2664 AT LEAST ,Q FIRE HYDRANT VICINITY OF OUR FACILITES. PLANNING DIVISION CASE NUMBER DRC2004-01107 REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 A ,��RBALI&&J V-DI71614 -5Y 14vtUSAK6t�4 ASSOC,. DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA TRACT NO. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE APPROVED BY: DATE: &-)If CITY ENGINEER RCE NO. 24953 C01) DESIGN BY: Aw� RECOMMENDED NO. 43886 M EXP. 6-30-05 rn Awpw #Alj PHB & ASSOCIATES, INC W4 -1�v- ID44 10-8f- V JED (626) 914-6256 FAX (626) 914-5756 SHEE7 DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 91741 CIVIL DC PLANS PREPARED UNDER SUPERVISION OF 4 OF r. CAL R.C.E. NO. 43886 DWG NO. CHECKED BY: John Dierksen JED �ate SEP 2005 Exp. JUNE 30, 07 1990 PROJECT SHEET OF r :• nmm„'a„a` . ..ae^,<ae.-sre'6`^ua=.�^s..»... �-c^,ay.Cacv'Sc+.: {'.xxvr*.-.aa' , .. n^m^ .t'+M"2'uar.rt-e 77 ,.,. ��t Mmmm ^t�` N.-.lmw.trz.TM •s.r�rv_ `E. ,.. ....CV'i.. 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St.. { s 4 & m � t , +SL ' CORNER SECTION 28 35.02' a 4 'r e �r r w, 1. ...... ---- S a � • emi- 4 � v � aer !! • • A r• r � yi .. .. ., .. ,' is •'/ �� "� .. ... rW • r 4 d � N * 1 t .i A s , ■ � i 4 , _ 3 i s• ' _ :....illimmom ti d x r r r• 4 r. a 4 Underground Service Alert CaTOLL FRE. r :11 227-2600 TWO WORKING DAYS BEFORE YOU DIG 44' 32' — U LHwuz> Arr_ r m,)cmIGIV 1 7.5' 4' 0.5' _-% C/L E R/W W R/W AT (909)776-2664 AT LEAST W R/W TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE 44' 44' 44' Q ,gppy/G �R8 5lDE DUTLEC - 32 32' 32' 7.5' 4' 0.5' APPROVED CITY OF RANCHO CUCAMONGA TRACT N0. 161-13 STREET IMPROVEMENT PLANS EAST AVENUE APPROVED BY: - DATE: j;�OS 4' 3' 2%Al ®_ _ _ _ _— __--_..._-------- '------------------------------------ _------------------------ -----__ —_ _ �1 �- ------------------------------- _—_ __—_ 13 — __ 13 Cl lJ EAST AVENU R 6 0 EAST AVENUE 22+12.27 TO 22+68.40 EXIST CURB, GUTTER TI=B•0 R=60 23+00.00 TO 27+76,20 (NTS) — = TI.0 (NTS) � & SIDEWALK C/L E R/W W R/W C/L W R/W 44, i 44' 44' 32' 32' 7,5' 4' 0.5' VARIES- _ Varies 0' to 4' 2% 1.77 ____--------------------- --------------- �-- - ---------------------------12 13 1 13 1 3 3 EAST AVENUE EAST AVENUE TI=8.0 R-60 27+76.20 TO 29+00.00 TI=8.0 R=60 22+68.40 TO 23+00.00 (NTS) (NTS) 44' 32' — U LHwuz> Arr_ r m,)cmIGIV 1 7.5' 4' 0.5' _-% E R/11 5-10' LANDSCAPE EASEMENT 44' 32' 7.5' 4' 0.5' 2% PROFILE • CONSTRUCTION NOTES Q CONSTRUCT 5” (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. - INSTALL 9500 LUMEN HPSV STREET LIGHT CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 Q- CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 CONSTRUCT A.C. CURB ONLY PER CITY STD. D1-8 -REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT 70 RELOCATE 8- SAWCUT EXISTING MATCH EXISTING 10 - Iprry AN} 11 ADJUST TO GRADE 12 - CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=4' 13 CONSTRUCT 4' WIDE 3" A.C. WALKWAY ADJACENT TO CURB. !g O/V�7,g4/cT'��v� o�tr��T,� , c1Ty STra Np• 167-0 LEGEND NEW ASPHALTIC- CONCRETE REMOVE EXISTING A.C. A.C. OVERLAY ® WATER VALVE A ARE HYDRANT CURVE DATA -TABLE AT (909)776-2664 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF OUR FACILITES. E R/11 5-10' LANDSCAPE EASEMENT 44' 32' 7.5' 4' 0.5' 2% PROFILE • CONSTRUCTION NOTES Q CONSTRUCT 5” (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. - INSTALL 9500 LUMEN HPSV STREET LIGHT CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 Q- CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 CONSTRUCT A.C. CURB ONLY PER CITY STD. D1-8 -REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT 70 RELOCATE 8- SAWCUT EXISTING MATCH EXISTING 10 - Iprry AN} 11 ADJUST TO GRADE 12 - CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=4' 13 CONSTRUCT 4' WIDE 3" A.C. WALKWAY ADJACENT TO CURB. !g O/V�7,g4/cT'��v� o�tr��T,� , c1Ty STra Np• 167-0 LEGEND NEW ASPHALTIC- CONCRETE REMOVE EXISTING A.C. A.C. OVERLAY ® WATER VALVE A ARE HYDRANT CONTACT JOE MIRONE OF MWD AT (909)776-2664 AT LEAST TWO WORKING DAYS PRIOR TO STARTING ANY WORK IN THE VICINITY OF OUR FACILITES. Q ,gppy/G �R8 5lDE DUTLEC - DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA TRACT N0. 161-13 STREET IMPROVEMENT PLANS EAST AVENUE APPROVED BY: - DATE: j;�OS CIN ENGINEER RCE N0. 24953 =' N0. 43886 DESIGN BY: RECO E RED EXP. 6-30-05 a JE® PHB & ASSOCIATES, INC (626) 914-6256 FAX (626) 914-5756 * * DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA. CA. 91740 SHEET ��qTF CIV 11. DC PLANS PREPAR NDER SUPERVISION OF 5 OF 1 OF' CAI 'j R.C.E. NO. 43886 CHECKED BY: John Dierksen DWG N0. Date DEC 2004 Exp. JUNE 30, 05 1990 JED PROJECT SHEET OF - ".-- - , " , "I 1___ "I'll "I I I— 11 I I 11 ­ -­ -11 1___1 ­-­­­, I . ". 1 11 I - ­ - ,I I I I I I I 11 I I . 111- I ''I'll � I I I I I I I , I ; " - f . � , � I I I I I I : : I I I � . .� I , I I I I I I I gillml!jAmill 111 I!! � 1,11 I . 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I �­� %11 # i 1, - -1, ;�� '_. � � l, " +l ! ,,I %I � ,; ,_ � - I" 1- 1, .*� ) N I �, I 1� , llll,A .". _�, k ""14,11 i �1' , � � I u I . � t I %.,,,�, N - *1 �4 11,� " __ f, � 1-.1 �%l��, � , . � � , . ! � I - � , � It. k I 11 � I", ,,.,�j I %, 'I- �1, � � . "_1 , I 1� 1� I I -, � 1, I . 11 �� I � I l �N lt, e �l i 1, - % � - lt , Ill` � '' � �, i IT \ . ­*� ! 11-14 "N "., " I I `�� 1; I , �k�l 1, \ 11 i2l " CONSTRUIR."011ON NOTES I Ili . -� I , i, � �, :" 1�% , \ k� tf, � , , : I I � , � I - . , i 'N �, IT, - 'I,," _1 il�,, It ok I% " �,�, -"r \ \ 4 . q i- \ ll I 1\ i � � -­,­ ._` Ill .11�,, N� ,� I I 1� I % � , t, , , x "�' �� � 'k, �, _�.,_�,,_ "A , 1�1 . 1 k \ 6 ig "I .i, ?,� " . �r " � 4 �, N � I - . 4,� �s .11,1 - I fl � 0 . I I , - -,�, N, I 1� ,1,N , � I I '4-1-., �141% 141 I 1. , � 1� it, � �', 11 � 4%. r,,, I , , , , `k� .1, , � � 11'1� � k "i "Il. 4% It', f I - , 1i N I ", I lt� � ��_\,ll \ ,,�, 'i I, `��.,% k�l �1_ . 1 14 ; � � 1� k I ) I 1�,� 2 N. �, I ! I . I � � , �, �, � I vik'N % *4 "I __, - I '4 f 4 k \ 4 '-,,,,,,.,,,,, i, I 1�q I 1� 'It � kjhl� 1. \i , � �,, I I � �, 1,,� 1 -7 %_ ii, '/ i-", '\ '11i"_ ,�. I � I � � I 11. "N I I k ,N- N �\ � I I, � %" "��­ ( �" 1'� I . - ­�, I .,,� 1, 'A . N� I I 1� I" ,,�11 - .", 11, I F � 'N I N -, I'' 1�, . I 11 1 17, . -., It, Im �, `, 5� ,� f I � N -N tif 1� .11, l � .1", _1111i"', 1'� , I I I . � '*- 1i -1 I 0 1 1� , I ",,,�, 1`N =1114 �liv��­ -� I " �� � ". , j �� . i I I ` I - 1-1 �� \ I ,,,,;,, - ztk , I- � �Nl I � Ill � . 1� ��, I ", � - �, � 11 . , 'k � t N:� 4 _____ - , � t��m_ _4 1 11'� \ \ �111 `4, �, % 14�, , I � k �,� �, \/1 0- CONSTRUCT 5- (6" ON �ALSON AVE) A.C. OVER 6- C.A.B, PER CITY STANDARD 100-A. � (P � C%4 � , .. 11,�, . � _,_,�',.l tQ `lli � ", IL k , - , i "t 'l ' I " 1,,1 _1� i. �­7­ � " I , I , ll . �, 1 4!�, t � I 't \1 I -o\01 � ,,,�, 't , I , iii, 114� rn - INSTALL 9500 LUMEN HPSV STREET LIGHT _` � - -4� \ _,A� " N 0 �'11 . � ,-�, , Ne., " I I 1% � � - - v -1 ", " 4� 1 ',k, ",� I 11 14, X 11 11 11 q . . . " i " ','�I­l �', � 140q, 0 'l 0 \,, , " K\ �� t � I I I I t �j i I I I I , � I 1, �� I 10 - -'IN%" * 14. r \ �, I � � \ �� X I __ , It I , IN ��, ,, I �NA 4,k i� �), v - l, 4 )__ ll llt ; % i I ""'', I I 11_� I 1, , I , - � *. %, \ .> m 1i � _N N�, !l I 11 I 11 I I \ V N, ll f I l; �. (�)- CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY S -M. 104 ", . �,�,,, I- , � � I � �. 14, � , . 1, N I I � u ll 1. I 1. 0 �t � �1 � -1 1�, � � - \ p , ;l -,-, I � Lq , �. - _­< 0 c*4 -11 1�� 1Z P, . , I I I � " �� ', , \ _�% 1 g, �, 'It, I-- "Nli , q N.,1 " - 1� __� I 0 , If � . � - 5! �t I � N", Sk " L_ 1-11 w � � - �s i W, - t `- 11�11', � 1, � I � 11, " I 1� 1� ,� , I I I � ik- 1. � ,�%, . -�,,;­ ;� -, � , �. , I 111. - _­ ­� �. . � I � 0 /, F,t I ", -, �1, , � _v , I I I _� + i� I � --i- ' z � 'k 6 *� I Cal. - \ \ , � I rl;�: I c1q �_ ,�,�, t, � r- I " � ___ , �, . , ;; � ",""7-s" .J I 0 i 5� illl��, (�)-CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 1 , 03 -2X9,1 * tii", lt, , ,�:� � , " � X.- � � - "Ill � 111" i 'I" ;i 1, - N N 4 . t, \1_._,i . 11 - -4- L__�r � i i ,,, , I � I rl�_ �, I 11. . I "ll I I � "�%, . -CONSTRUCT A.C. CURE) ONLY PER CITY STD, D1-8 I t -­­ - 1�, . , I . 15 1-i + .1 i 1, � . � , v .1 I 1�� I- (�) I---- __ 4. �� t , I rn M �Iil I .ilN I , , `,i� � I `­ " � _ zzi - I � 4 \ ; 1� I t1r) . I A � It i It, � a �1111,,,01 ,efj , , I __ I ,� � I � I m t- ! 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LENGTH TANGENT, ' -­ _-1 I 1 90'47'06" 35.00' 55.46' 35.48' 1 p jX - -.I--- I. ii'll'' _T .- 5 1 8 #111l o"Aw" ­­_ 0 1 - I -A 'A -1 �.l I 1 j27A.. 11 C'� I T \j/ U/-\ F " A lk\41 C`HO C'"URCAMONG i i -02-11 ��_ I r,v\ // I l�: ,l� I I - 91 4 57 ` � I 1 2:1 Max, 35.00' 54.50" 34.00 ,w j " i __.m _j_r,gf_ � ... L7_59. I I . "­­__ I / i � �i� i ;ii 1� I 11 I I ____ .. / 11), E�a 00 I I __ I I , I I @' I � I A #0'% . 1 & 1z I / , I 1% \ I � 1 ; 30 3 e__11 30' TEMPORARY TRII-\UT kIN'O. 16113 l EAST AVENUE (D I I , 0 . TI=8.0 2-)+OO.00 TO 29+40-28 R=60 (v I � I EAST AVENUE �� I (NTS) I I I TI=8,0 R=60 30+52-28 TO 33+11-27 1 1 :,Iiiiiiiiiii 4 -iiiw� STREET IMPROVEMENT PLANO- (NTS) , 0 � , " " - , , -"' - __1 11 - 1___,� - --,-- l7��"_-"_ 7�,`t�,,�' ,_­ - _'', - - ­ - -I- , F�__,__ - ­ -��':- I �, ­_­_Z� � , � - ­_ ---7 .1 _-, ,-.-- �______ __ .- , � , _� .iw � 47 �ll_�---,� 7 111111 _`__ .,. ;+ ,_",�___7==m1 _ __ I ''-,-,- __ _- -1-1 -1-1 I - -, - __ _ , I , v4__ , I ---- -- �' 7-, Fzr- rIQ _"_4111 1;;�� I Di - % 9 I � 71-�__ .-IM-9--�E -(�-. ­,-,- L.11 - � ­­­ - V'__ iR7 ­­ 1_�, __ ;_� .---, ,.,o " , ­ - - .,�_ -0 " *___ -a - I I I II ) W R/W c /I EX I SXF: 14* =40" /L R/W FUTURE R/W I I I a I w R/w C/L I E R/W 44' _________.,____ - 20' ___ __________ 24' � I __ -------.. : / /I . �_____________________1___ -,----------, _�_ cr-IM I I ; _:__:Z;_ � UndergrOL10d Servic--le Alert /111 11 R E ;:, ��uil. TOLL 1"' tl- 1 41300 rls-rn- el)",­�,­ �.,� ,Z , ,� f -- r- 'I') �-), � I Mo WORKING DAYS ElEr"OF-0: YO�j Plhr" ,,� = V �--:1Z,Z----1lM= =M;.- � N � �, � �; T 7 1'� I .-,T,- � � m - 11=8�O 29+4-0.28 TO 29+52.28 R=60 (NTS) - � I I ", - - , 1­� . 1111�� I �� - I J � I I i - � - � ... � . . . . . . . . . . --- I'll, ____ �". . I � .- - _41� I Nl't_�l;:_��Zi;��;`1_41 �x i0l� 1_/�_�1�1�1j,*.?7 k:l. �_101&__1_11?11htlt� 11-11 ­tl I - I i �� . - 0;6�101-1�_'4111 ,�, �, � � 7pl�_ 1 - I , I ___ 20' I%*- 20" ______ ___.__,______ X A r UVLD o : � �? �11/ L)AIL: il,'i '0,0�_ &I- I cv, I 11 I i / �, dy '' / , /I / " �X d* /-' 11 1 18, 18' CITY ENGINEER / I %,.,/- , &,w � ­_ 11, z �,41�1 ", RCE NO. 24953 ­­ � - - --------- 00-00- EX. GRADE 11 ___ ./� ..­ ­ i _____ __ - � I I I i III\ co �r_ � .�_ �_ NO. 43886 fm DESIGN BY: REGOMJMEND�D 1� _,� EX. GRADE _',Q) 5 1 ca I ��N ____ 2: 1 Max. EXR 6-30-05 f" / ; .,llltL19_ I M.- PHB & ASSOCIA'LP,'S, IN(�.. 00? kyll/I j ,,! � I . ii'' , 1p� p I w JED � - 11 . I --- , �, 11 I I I ----IS (f, -)A1 WA-AIRr CAV 0'r.191 ell-4-9,7gg � : 1 vii 4" :: I . I * I *1 - ______"___ - ____ ­ __ 0 DRAWN BY: i 62-o souTH mmr) Ave",, GLENDorm, CA. 9174.0 SHEET I /11� I I TE I CIVIL ne", CID Q" DcrOIN / c rNfIf C, \.Lrl I I CONSTRUCTION EASEMENT � 1� f- VIIW_`­�) f I v I EASI , kVENUE I CAL\� -------- I ,,""%� ­1."`,� . __ , - I .-- � lk--- RCE NO. 43866 -- 1 'fl=8,0 R=60 I 1 33+11.27 TO 35+82,47 Olin Der sen I �__-�__. - - DWG NO. � I I (NTS) I I I r, f1% Dote DEC 2004 "'Ap, ,ALNE .�30 5 199U 1 - _-, _ _,� I woommummmmammawszoomm"wommum I JED I I I I I I I I I I . I I I I I I I - I � . I I PROJECT SHEET OF I ' I I I --- - I I - I I I I I STY R/W CA14' FUTURE 1 ' / PROPOSED _���///J° FUTURE SURFACE EXIST. GROUND I I I 1 EXIST. GROUND I PROPOSED FUTURE SURFACE 1 I I I , EXIST. GROUND PROPOSED FUTURE SURFACE I I I I EXIST. GROUND :�7 PROPOSED FUTURE SURFACE I I I I I ' EXIST. GROUND Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG / / SECTION EXIST ULT CA LINE N R/W N R/W ' 30' 10' ' / / 32' 01 i •99 >, �i I I I STA 37+ 0.00 1 I I I I I I / I / STA ruluKL SUKFAct S'LY R/W :7 _ EXIST. GROUND EXIST. GROUND EXIST. GROUND PI\VI VJLV FUTURE SURFACE , 10 0 PROPOSED FUTURE SURFACE ' 18' PROPOSED FUTURE SURFACE SECTION EXIST ULT CA LINE N R/W N R/W / / 1' 30' 10' / i I� / / / / I I / I I STA 42+ 0.00 0 I I I / / STA I I I ' L. _8' I EXIST. GROUND PROPOSED FUTURE SURFACE STA 1 1 I I I EXIST. GROUND 1 F FU IUKL SUKI,AUL STA 46+P0.00 STY R/W 85' 1 EXIST. GROUND—17 FUTURE SURFACE i I I I I EXIST. GRO ND � _ — I U PROPO' FUTURE I I I 1 EXIST. GROUND PROPOSED FUTURE SURFACE SECTION EXIST ULT CIL LINE N R/W N R/W 19' L 11' L 30' L. lo' STA 47+ 0.00 i I 1 1 I I Z OA T.B. T.C. E.P. W. S. O 'lrrts�G-�0-0' 5" MIN. AC 6' MIN. CAB 3' V—DITCH 0 20' TRAIL AREA PROPOSED FINISH SURACE EXISTING GROUND TOP OF A.C. BERM TOP OF CURB EDGE OF PAVEMENT WATER SURFACE SCALE HORIZ: 1"=20' 'VERT: 1"=4' STA PLANNING DIVISION CASE NUMBER DRC2004-01107 DESCRIPTION OF REVISION DATE I APPROVED 1 CITY OF RANCHO CU CAM ON GA TRACT N0. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE STREET CROSS—SECTION APPROVED BY: DATE: / 6141.1 CITY ENGINEER �(_-�Ee.c�.��G�i ,P RCE NO. 24953 DESIGN BY: RECOMMENDED J ED/ff PHB & ASSOCIATES, INC -,)PA -!„ a 4s. p •lpX"• o DRAWN BY: 1620 SOUTH GRAND AVE.. GLENDORA. CA. 91740 SHEET DC PLANS PREPARED UNDER SUPERVISION OF (� OF 1 ' R.C.E. NO. 43886 CHECKED BY: � � p�SC DWG N0. JED Dote SEP 2005 Exp. ,LUNE 30. 07 1990 PROJECT SHEET OF 18, , / . 16' Aoo \ / .A 3+ 0.00 � I I I I I I / —1\ 4+ 0.00 / I I I / 1, 1 I/ °6'I 1-K, \ / 5+ 0.00 \ / / hbo I I I i 1 ,— FU IUKL SUKI,AUL STA 46+P0.00 STY R/W 85' 1 EXIST. GROUND—17 FUTURE SURFACE i I I I I EXIST. GRO ND � _ — I U PROPO' FUTURE I I I 1 EXIST. GROUND PROPOSED FUTURE SURFACE SECTION EXIST ULT CIL LINE N R/W N R/W 19' L 11' L 30' L. lo' STA 47+ 0.00 i I 1 1 I I Z OA T.B. T.C. E.P. W. S. O 'lrrts�G-�0-0' 5" MIN. AC 6' MIN. CAB 3' V—DITCH 0 20' TRAIL AREA PROPOSED FINISH SURACE EXISTING GROUND TOP OF A.C. BERM TOP OF CURB EDGE OF PAVEMENT WATER SURFACE SCALE HORIZ: 1"=20' 'VERT: 1"=4' STA PLANNING DIVISION CASE NUMBER DRC2004-01107 DESCRIPTION OF REVISION DATE I APPROVED 1 CITY OF RANCHO CU CAM ON GA TRACT N0. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE STREET CROSS—SECTION APPROVED BY: DATE: / 6141.1 CITY ENGINEER �(_-�Ee.c�.��G�i ,P RCE NO. 24953 DESIGN BY: RECOMMENDED J ED/ff PHB & ASSOCIATES, INC -,)PA -!„ a 4s. p •lpX"• o DRAWN BY: 1620 SOUTH GRAND AVE.. GLENDORA. CA. 91740 SHEET DC PLANS PREPARED UNDER SUPERVISION OF (� OF 1 ' R.C.E. NO. 43886 CHECKED BY: � � p�SC DWG N0. JED Dote SEP 2005 Exp. ,LUNE 30. 07 1990 PROJECT SHEET OF S'LY R/W i I I I I I I I I I I 1 I I Z.ow I 1 I I SECTION EXIST ULT CA LINE N R/W N R/W 2' 30' 7' 18' 2' 11 oe 10 8'001 _ sr / SIDE LK �q— PROPOSED FUTURE SURFACE STA 50+ 0.00 \\ / ' C 8 FIELD VERIFIED EXIST. GROUND ELEVATION I ,� I I I I I I i I I I I I I I I I I I 1 85' MWD 19' 11' 30' 10' —�_ CA 14' 1 1 14— I MEDIAN EXIST. GROUND Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ,2' SHOULDER A 1 // I I I I I I I I I I I I I I I I I I S'LY R/W SECTION EXIST ULT CA LINE N R/W N R/W CA14' FUTURE MEDIAN S5' 32' L. 7' 18 2' SHOULDER I 5t 7t 10 10 SIDEW U 4.5% ° o \ 66� PROPOSED / FUTURE SURFACE STA 52+ 0.00 I \k / 1 oq. EXIST. GROUND I I I I 1 4_1 0, 19, i I I CA 14' I I 1 I i I I I I I I I I I I 1 1 I I I �— FUTURE 1 MEDIAN 4% i 0 , i 6 6q° PROPOSED FUTURE SURFACE STA 53+p0.00 :\ EXIST. GROUND I I 1 1 1 0 9 I I 2' SHOULDER S'LY R/W ,• .� 2q. FUTURE SURFACE EXIST. GROUND 9#_ 85' MWD n SECTION LINE EXIST ULT N R/W N R/W ^ \ OA 14' FUTURE / MEDIAN 2' SHOULDER i I I I I I I I I I I I I 1 I 30' 10' 1 I I I I I I CA14' FUTURE LEGEND 5" MIN. AC 6' MIN. CAB 3' V—DITCH 0 20' TRAIL AREA PROPOSED FINISH SURACE — — — — — — — EXISTING GROUND T. B. TOP OF A.C. BERM T.C. TOP OF CURB E. P. EDGE OF PAVEMENT W. S. WATER SURFACE SCALE HORIZ: 1"=20' VERT: 1"=4' DESCRIPTION OF REVISION I DATE APPROVED CITY OF RANCHO CU CAM ON GA TRACT N0. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE STREET CROSS—SECTION APPROVED BY: / - _ DATE: 1O /__2o� CITY ENGINEER /I ���� RCE NO. 24953 DESIGN BY: I RECOMMENDED JED ®� PHB & ASSOCIATES, INC 06ti �o.aS.a (626) 914-58 FAX (626) 914-5756 DRAWN BY: 1620 SOUTH GRAND AVE.. GLENDORA. CA. 9 740 SHEET DC PI�WSZPREPA�R�NDER SUPERVISION OF 10 OF 1 R.C.E. NO. 43886 DWG N0. CHECKED BY: John Dierksen QED I Date SEP 2005 Exp. JUNE 30, 07 1990 PROJECT SHEET OF CA14' EXIST ULT S'LY R/W CA LINE FUTURE N R/W N R/W MEDIAN 65' 32' 71 SHOULDER ot '9 or 7% ISIDEW4ILK W.S. PROPOSED FUTURE SURFACE STA 56+ 0.00 610 '�i' ,ms's �� � EXIST. GROUNDCO Vk\/1 />1 '0 '9 IQ je 10 CNC. V_OGUTTER _34.6 1. 5 N-1 BEGO ' RAIL FEN TRANSIT5ION 0 PER f4K-C-1 36 PLA 1 p-GRADWG- 36.4 C,p FG 35.9 FG t I TA. 11 o .00 + ,7t,l D !1Y• STA. 11+09-00 54.35 C/L 12' DWY. v tv- T Q0 C I C) STAL ALK PCC i AA MEN-- N\ STA. 111 35-09 ... ....... V "I - 4) 34.29 T 14, 3379 F HO"E TH /Ef PLACoe DS-rA I L 'A 1 2 0 ('0N5TRV0T10m Moms (@60Aj5_rRUCT OuRes/De Ouilz_T PER C.'ITY :5-r,C>. /07-8 DIA. POCTUX IRO" PIPM CoA157-Ruc7- PIPE t4eADtxjALL_ MR 06TAIL, 0/,..) SgEer a. Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 0-0 _4 w S'LY R/W SECTION EXIST ULT CA LINE N R/W N R/W CA14' FUTURE MEDIAN 2 25' 7' 18 2 #4 40_ 9 40 40 W.S RROP�OZD' �Z_FUTURIE SURFACE STA 57+ 0.00 EXIST. GROUND 2 -18' 7' L 18'1 1., 2' F,o 2Z. M L STA 58+ 0.00 1 ' PROPOSED FUTURE SURFACE EXIST. GROUND 2' _110 18' 7$ 18' 2' Z x' Fess ��ss ��ss �� / PROPOSED W.S. FUTURE SURFACE STA 59+ 0.00 EXIST. GROUND � S'LY R/W 85' MWD PROPOSED FUTURE L OURrMUL IST. GROUND Ppnpnqpn FUTURE SURFACE EXIST. GROUND Q; PROPOSED FUTURE SURFACE EXIST. GROUND SECTION EXIST ULT CA LINE N R/W N R/W 19' 30' 10, 1 W.S. '�' Y, - W.S. >1 L2'5' 13' 2' - 't j# tK 13 1 STA 6240.00 W.S. ------------- v ILL tz C. CZE IV% PLANNING DIVISION CASE NUMBER DRC2004-01107 AVI'se stream Sectio, VN fi-VMS-A '57ttoo TO 41-tev 10 -6-05 NQ .ADMZ> ASSoC, A 5" MIN. AC DESCRIPTION OF REVISION 6" MIN. CAB APPROVED CITY OF RANCHO ClyCAMONGA TRACT O. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE 3' V -DITCH @ 20' TRAIL AREA APPROVED BY: DATE: CITY ENGINEER RCE NO. 24953 PROPOSED FINISH SURACE AFPW RECOMMENDED JED EXISTING GROUND DRAWN BY: T. B. TOP OF A.C. BERM CHECKED BY:R.C.E. T. C. TOP OF CURB E. P. EDGE OF PAVEMENT W. S. WATER SURFACE SCALE - HORIZ: 1 "=2a' VERT: 1 "- 4' ILL tz C. CZE IV% PLANNING DIVISION CASE NUMBER DRC2004-01107 AVI'se stream Sectio, VN fi-VMS-A '57ttoo TO 41-tev 10 -6-05 ADOBD IZ"" DIP, RvLoCAM 61EA S koewALK PeAlioj, .ADMZ> ASSoC, DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO ClyCAMONGA TRACT O. 16113 STREET IMPROVEMENT PLANS WILSON AVENUE STREET CROSS-SECTION APPROVED BY: DATE: CITY ENGINEER RCE NO. 24953 DESIGN BY: AFPW RECOMMENDED JED ffAj PHB, & - ASSOCIATES, INC o&A. (626) 914-6256 FAX (626) 914-5756 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET DRAWN BY: DC PLANS PREPARED UNDER SUPERVISION OF 11 OF 11 NO. - 43886 - John Dierksen DWG NO. CHECKED BY:R.C.E. JED Date —SEP 2005 Exp. JUNE 30, 07 1990 PROJECT SHEET OF