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HomeMy WebLinkAbout1990 F ' WILSON AVENUE - 24TH ST. GENERALOTE 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. . nA 1 1 611 BANYAN ST w 2. ALL PIPELINES 0R SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, NUE PROJECT Flk I u '� Q LOCAT/O/V VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAYIN V L IN O LIMITS OR IN THE ADJACENT AREAS EHERE IMPROVEMENT WORK IS TO BE DANE, SHALL BE REMOVED, 15 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 I L O N AVENUE VICINITYM .__ SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR r INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. N, .j 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT _ _ _ _ _ - - - - _ _ _ - ----- - - - - NORTHVICINI'T'Y A PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA EASEMENT - - - -- _ - -- _ - - - __OR RIGHT-OF-WAY. U • r' t.t r2 0 100 200 400 600 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SFT HEE SHEET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND f4 a F AT NO MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY THE CITY F- SCALE: 1"=200' tt ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREA. . „. E TI WA N D Air--- 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL AVENUE S HEET 2 V 15 . BE CONSTRUCTED PRIOR TO PAVING. to 5 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND B 7 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 t' APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8 FAWY a 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, � 2021 1t 2 t9 LISTING ALL TESTS OR DETERMINATIONS COMPLETE TO VERIFY STABILITY, OIL CONTENT AND GRADATION � ,�� _s OF ASPHALT PAVING. ' , 211 9. PRIOR TO THE INSTALLATI N F 0 0 ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY 2.Y : � _ 9 10 ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VALUE SIEVE ANALYSIS 3 4 AND SAND EQUIVALENT OF AGGREGATE BASE. Ellin bi 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. .{ z W 12 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE > ; _ 6 )N, SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE < 2 FD. 6" CONC. POST W/ 1 1/4 BRASS DISC AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY. BETTER � �` ;,. v MKD. S.B.C.-F.C.D. 1949 DN. 0.1' THAN THE NATIVE MATERIAL. �/.. F�. 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 W 13 20 19 18 17 16 15 14 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 Li FD. 6" CONC. POST W/ 1 1/4 BRASS DISC .DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES MKD. S.B.C.-F.C.D. 1949 UP 0.1 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY 1 1 1/4 INCH S.B. CO. SUR LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF DN. 0.7' FD ON EAST AVENUE WORK. CONSTRUCTION NOTES AND ESTIMATED .ANrI'I T I S j 14. STREET SIGNS PER THE CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. ITEM Q.UIANTITIES UNIT 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CONSTRUCT 5" (6" ON WILSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 100-A. 168,330 S.F, PRIVATE EI E E R'S CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE NOTICE TO CONTRACTORS REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. - INSTALL 9500 LUMEN HPSV STREET LIGHT BY SCE, PAID FOR & COORDINATED BY DEVELOPER 10 E.A. 16, WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE. THERE THOUGHT OUT CONSTRUCTION. SITE SHALL BE CLEANED UPON THE REQUEST OF THE INSPECTOR. � CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD. 104 663 L.F. 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 17. NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. - CONSTRUCT TYPE Al-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 DU S . 18. CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION: OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. PHONE NO. 1-800-422-4133. 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 PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL �- REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT - S.F. PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL A. SAN GABRIAL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911 WORKING HOURS; AND THAT THE CONTRACTOR SHALL BE LIMITED TO NORMAL WORKING HOURS; AND MR. JAMES FRET, FOR BASELINE ROAD CONSTRUCTION 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 B. GENERAL TELEPHONE COMPANY (800} 483-3000 �- OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER SAWCUT EXISTING 135 LF, QR THE ENGINEER. C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200 FOR UNDERGROUND SERVICE 1981 WEST LUGONIA AVENUE, REDLANDS, CA 92737 Q MATCH EXISTING - - CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. D. CUCAMONGA VALLEY WATER DISTRICT (909) 987-2591 10 - INSTALL BARRICADE PER CITY STD. 131-A (W PER PLAN) 50 L.F. 9641 SAN BERNARDINO ROAD, RANCHO CUCAMONGA, CA 91730 EXISTING SURVEY ONU TATI O E. METROPOLITAN WATER DISTRICT (909) 593-7174 11 ADJUST TO GRADE 5 E.A. 700 NORTH MORENO AVENUE, LA VERNE, CA 91750 1 HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY,M'ONUMENTS 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 CONTACT JOE MIRONE OF MWD F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555 ON THESE PLANS AND ARE DESCRIBED AS FOLLOWS: 7951 REDWOOD AVENUE, FONTANA, CA 92336 , „ AT (909)776-2664 AT LEAST 13 CONSTRUCT 4 WIDE 3 A.C. WALKWAY ADJACENT TO CURB. 1,755 L.F. Ell 1/4 INCH S.B. CO. SURV DN. 0.7' FD ON EAST AVENUE fWO WORKING DAYS PRIOR TO G. PACIFIC TELEPHONE COMPANY (714) 999-8639 (� k� l c�7•�. !TY 1�' . ►J 107-13 � FD. 6" CONC. POST W/ 1 1/4 BRASS DISC MKD. S.B.C.-F.C.D. 1949 UP 0.1' STARTING ANY WORK IN THE 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 eo" • IA1 Ell FD. 6" CONC. POST W/ 1 1/4 BRASS DISC MKD. S.B.C.-F.C.D. 1949 UP 1.0' VICINITY OF INCLUDING ALL GRADING HAVE BEEN `COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY • / OUR FACILITES. IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. Q7) • BASIS OFBEARINGS A AI 01V , 46 20. ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, HYDRANTS SHALL BE LOCATED �, ® � c/ ,�,,,, BEHIND THE SIDEWALK. ,� CONSTRU6T PIPe HLADWALL. FeR 'DETAIL aA THE BEARING SHOWN HEREON ARE BASE ON THE CENTERLINE OF EAST AVENUE BEING N 00.13'40" E N • •� . .r47!5 � `oj� 0)34 PER SURVEY RECORDED IN BOOK 96, PAGES 58 INCLUSIVE OF RECORD OF SURVEYS, IN THE OFFICE OF -~ - THE COUNTY RECORDER OF SAN BERNARDINO COUNTY. Z-1L - BENCH MARK DESCRIPTION OF REVISION DATE APPROVED BM10089, A 2" BRASS DISK IN CONC.� HEADWALL AT THE SW CORNER CITY OF RANCHO CUCAMONGA # 0 NER OF SUMMIT AVENUE AND .EAST AVENUE, ELEV=1507.031 • ri . 4! MAI ® TRACT O. 16113 100 OP eodyfrAw rldlq wore, ro Of/r. W0.1 fs AO r ®® • STREET IMPROVEMENT PLANS 400* r WILSON AVENUE & EAST AVENUE REAU&M v-m 7-c-14.,AWED MTAIL . pp 1 ! b; �p� APPROVED BY: DATE: QR4FESS �F R W , ` F �O DIER�.s �, CITY ENGINEER O �` � :a � a � � � RCE N0. •24953 � � p Underground w .�, 00Service Alert M =' N0. 43888 DESIGN BY: RECO MENDED �:, r Uj EXP. 6-30-05 Q ° :. _°;:. W_ ; JED (626) 914-6256 FAX (626) 914-5756 PHB ASSOCIATES,INC _ Call: TOLL 1-800 * * DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA, CA. 9 740 SHEET 227-2600 ©'�(1' �4/L l�/�' GrpCDXA ��qT CIV 11. �P DC PLANS PREPAR NDER SUPERVISION OF S SGT lC! - 1 OF 1 r " OF CAL�F4 -. _ � R.C.E. NO. 43886 TWO WORKING DAYS BEFORE YOU DIG REVISIONDESCRIPTION OF .6� CHECKED. BY: -" John DierksenDWG N0. 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'4- 41, 4 ........... ,"":�� - -, 1z:z: 7 =71 777E7�3 I�.111.I-'­_­�11­1­1_1 I ,- -z� --','%-Z; J_ U-) 4_ 1,77.7_; j z C:) 11 j .... ......... 7 : LL T '7...... z' j:z:ZJ Lj -j C) ---------- .......... .......... I lop()�sb H­ H:JE -2 7 POSE D'-_N)R T.....EPF LO STBOUND -7 CD E%3 SEE i .......... �y ko- _0 �Vc: __7 2__ CD 7 L0 CL a, _,C 7E C%1 L tr ISTING:S AC TION-ILIN -4 tu,I _C) -CO 4 z F0 ING's 'G1 V VER-SE E7 z z ::7-7�_ C) LJO t ........... .......... ------- E-ASTEIOUN� .......... SOUTH,�nol UU-1 P" P ROF .............. ....... !,QSED TBOUN -7- ------ ---------- .......... . ....... PROFILE SCALE.- HORIZ.- -40' VER -4p T. 1" 69hPrIOS OF k4-4:510A( P#4re AM90046+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 ir . ........... oe A DoOlD 12 0 0 1 R,MADwAW r*-r.414$rU c4TE 7,7 TA I or.I I_13y 14 U051111 K IS Z LO C)0 WILSON AVE. 1106WALk DRAbJ.,A1DD6D D6 T4. 53+54.33 LO 00 U-1 10+00.00 HORSE THIEF PLACE TLl F. 0/8 WEARS 0 + "jQ/L INT. (oil 0 U- _�NG R/W F + EXIS V_0 1 TCA+ 7 -7 (0 .......... ............< W, Dip F- % 12? DIP EXISTING < _n 0 1 N E 7-o,(SEC NL 1�606§E`b` P Ld bi ZI C LANE Lij 11W z rr �-MEDIAI NO C-EX . 12 84 U) REBAK 3191 R11155ARS iv Y 771- Ld ell "lop A LJJ Lij FIC IAN� A-A < INSTALL REI 16' WID p I PIE, F- F "...... MF 1.1111,f.......... < A BADWALL 12 M.T5. 12 U_ 'EXIST. 96" MWD PIPELINE,-- C) __j 44' CIO U_I Co "or, EX. 96 MWD PIPELINE 00, U) :1STA.. 10+85.0'0' 'E OF MWD TX 10+8 CONTACT JOE MIROIN E CR 00 ----------------- co —2664 AT LEAST AT f7 C14 (909)776 ,4 Z5 :z 0 + U-) TWO WORKING DAYS PRIOR TO FUTURE MW ell, D PIPELINE r6RRAL , . .. ............ 7 (n ,PAD= STARTING ANY WORK IN THE %3 0' SOUTH OF EX. PIPE TI \T A! \/A E �P l,,��y /ALr\ L VICINITY OF OUR FACILITES. HORSE THIEF PLACE PLANNING DIVISION CASE NUMBER DRC2004-01107 C.0147rfMCT0P\. -rO PFkDTECr E.,YQ 5 rl"�J(T DPAJ\1&AtAY N OTE: VJNeR AN D WIL��UN A VE N U L Zz� L A N WOn" AV.TA<oCz� 0 0M S WX...T, I I CURVE DATA TABLE REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 lu-G-0 APPROVAL FROM SAN BERNARDINO COUNTY AND 0WID6 -M APJY Ar-,0111)6ST5 ELAMD V IIIESC /4/?CURVE DELTA RADIUS LENGTH TANGENT APPC-1,? '07179- 1�r_7gO TV '00'00" 7.00' - 21.99' PeA IAI 1�'6 ;57w;�Fc- r 7-14w 6y 1111AVIfA-69"'1�6.METROPOLITAN WATER DISTRICT FOR WORK WITHIN FUTURE EXIST SEC11ON 180 90,00,00" 3500' 54.98' 35.00' )PA0749,09 fYlo�sv _/V orp*yr. THEIR JURISDICTIONS. R/W N R/W LINE CA S R/W Iff P* 0Af droo. IIE AWAA1 dfLEPeA rVAf;.*-f Y 90.00,00, 35.00' 54.98' 35.00' 44<959 FUTURE EXIS SEC11ON 10' 30' 19, 85' MVfD RIGHT Or- \AIAY - DATE C/I r V (D—CONSTRUCT 5" (6" ON V1LSON AVE) A.C. OVER 6" C.A.B. PER CITY STANDARD 1 00-A. DESCRIPTION OF REVISION LINE S R/W 41' Varies 25' To 39' (�)-INSTALL 9500 LUMEN HPSV STREET LIGHT 10' 30' 19' 85 MWD RIGHT OF WAY 18' 7* Varies 18' To 32' 5)1.,, Q—CONiTRUCT TYPE A2-8 P.C.C. CURB AND GU17ER PER CITY SM. 104 27. 2% min CONS-RUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 CITY OF RANCHO CUCAMONGA 25' 10% max 41' CONSTF\ '^T A.C. CURB ONLY PER CITY STD. D1-8 2' 18' 7' 18' 51- 2% min - @-REMOVE AND DISPOSE Ur _7RFERENCE NTH PROPOSED IMPROVEMENT TV -747. 2% 10% max (D—RELOCATE TRACT NO. 16113 JOIN EX. GRADE @-SAWCUI EXISTIN^ WILSON AVENUE MATCH EXIS11NO OIN EX. GRADE TI 9.0 48+32.80 TO 49+72.80 R=60 (NTS) INSTALL BARRICADE PER CITY SM. 131-A (W PER PLAN) STREET IMPROVEMENT PLANS WILSON AVENUE EXISTING CHANNEL 011 ADJUST TO GRADE EXISTING CHANNEL TI=9.0 R=60 46+00-00 TO 48+32.80 FUTURE EXIST SECTION S'R/W CONaTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' I` =40" WILSON AVENUE (NTS) LINE CA LEGEND& iler cow c7/w-*- etl7ee7/WT c171 1&4,7--e 10' 30' 19' 85 MWD RIGHT OF \NA'Y E: NEW APH C "ONRETE 'ES�i APPROVED BY: DAT /Cl 41' 39' 65' DIER RCE NO. 24953 CITY ENGINEER 2,0 A REMOVE EXIST1NG A.C,.v IES VARIES `41 0.48 A 81 f.'/tYA 1:1 Pf*V- -A DFSIGN BY: AFA@W RECOMMENDED 18' 7 NO. 43886 Vn o' MI 7' IN r 71= A.C. OVERLAY &A 41re OP. A10- Underground 58.9' MAX EXP. 6-30-0 JED PHB ASSOCIATES,INC W6, -f�ot W"-ER VALVE 1 (626) 914-6236 FAX (626) 914-5756 Service Alert P.C.C. wlr# 10% ma 0 DRAWN BY: E., GLENDORA, CA 91740 SHEET Call: TOLL FREE U SIDWALK PLANS PREPARED UNDER SUPERVISION OF 1 -800 AC BEPM1 \\�EX GRADE FIRE h.DRANT CIVIL DC 3 0 F 11 1 01 3 JOIN EX. GRADE () "t' r - 227-2600 4144-)C 0I. f-f r %.e CA\M NO. 43886 DWG NO. Y-D Tq6,,, DE TAIL 4. 9eZA1FC1Z4C61XISTING CHANNEL TI=9.0 WILSON AVENUE R=60 J�Fh* f rA/Z CHECKED BY: John Dierksen r 34 'i Date SEP 2005 Exp. JUNE 30, 07 49+72.80 TO 56+00.00 /% - pr_o�r __ .4*VP 1990 YOU DIG X N7S (NTS) V_ 491 rns s Af5 f WAP p Ari 21, 7 JED NEW_- PROJECT SHEET OF -7 77 I4 4, ..........I .............�7: ............I IC1!t7b�._,_tL to,............. ..... ........... ..............T ........... ------Lo PROPOSED:NOT.0 C'4 OS EU,::N ORTHCER-1 7M to.............IVESTBOUND4 C V). ....... -4 co............ -7, nt, ==500 -__VC_04 mill Rill IU') P . ...... .......C,4 w AA 6 7 E: ..........L" ..........(O ..........LN"Rd I7-, <4"TH_JEP Cq I -4 V) z II7, 0 ZZ c) 0,t 4 _U. I%.;�f r EDIAN,31 L, IC) I7-7 U-) ......z <.......... -4 0� V 0 -- ---------4-= z --------------- C)--- --------- -4-7 .........C�D ..........L f.0_..........------- -4 ROPC ...........E 7-00'7- '�F ................. ---------- t------------ ............ t .......-7 ...........II -40 4........... VER T.- 1 HORIZ.- 1"-40$ t 7 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 4"z �14 4 I/ 1 STA. 62+99.�'4F WILSON AVE.,-S A 36+43.4-8 CA Ti EAST AVE. ito-0 0�0 C14 2:V)+ 1635 LO C)C� Z: Tl G' R 1W..... (n XI"S r co " eq� to oO��IFU TU R�/R< CONSTRUCT 5 (6" ON WILSON AVE) A.C. OVER 6 C.A.B. PER CITY STANDARD 100—A. L-0 C) <.47,'L Lj 0 INSTALL 9500 LUMEN HPSV STREET LIGHT I777 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 U) Ld CONSTRUCT A.C. CURB ONLY PER CITY STD. D1-8 620 REMOVE AND DISPOSE OF INTERFERENCE NTH PROPOSED IMPROVEMENT RELOCATE LLJ LIJ 9 —MATCH EXISTING LLJ @—INSTALL BARRICADE PER CITY STD. 131—A (W PER PLAN) CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=8' Z< INSTALL REMOVABLE BOLLARDS rA I WIDI LEGEND WI 'RAMP TIC CONCRETE TA. 3......... NEW ASPHAL S 7g,,- M REMOVE EXISTING A.C. U_ p A. 5+73.20 U_ EXI Sr. 9 WD Pil ELI N E gKmw*V1- 00 M< ......06 L/Z EX0 96 MWD PIPELINE WNC 04 4-1 V A.C. OVERLAY Im -Lr;y,to 9 CONTACT JOE MIRO'IkNE OF MWD U") c1q C>-+-co WATER VALVE CO I _Z+ 11 1 LU w 0 AT (909)776-2664 AT LEAST -V) M �-u) LU < Vl <LL FIRE HYDRANT <Ir Lu U_FUTURE MWD PIPELI E M TWO WORKING DAYS PRIOR TO 100. 'G ANY WORK IN THE 30' SOUTH OF EX. PIPE STARTI lVICINITY OF OUR FACILITES. Q01Q 5yisr. ONC1. PLANNING DIVISION CASE NUMBER DRC2004-01107 D I re PEP% A EAST ZIL WlLtiuN �AV N E REVISED STREET VERTICAL ALIGNMENT FROM STA. 54+00 TO STA. 61+00 _05 4:4 TA- 16113 PR V,C,i 5 r, AVENUE CURVE DATA TABLE ZL ID-(o V'-FUTURE EXIST &RADIM4 PLAN FUTURE EXIST CURVE DELTA RADIUS LENGTH TANGENT A RFALI&&J V-D 17-6 14 - 5Y 14V tSAK6t�4 f650c,.SECTION SECTION Cj) 90-47'06" 35.00' 55.46' 35.48'R/W N R/W LINE C/L S R/W LINE C/L S R/W I 89*1 4!57 35.00 54.50 34.53' 10' 30' 19' 85' MWD RIGHT OF WAY 10 30' 19' 85' MWD RIGHT OF WAY 180000,00- 3.50' 11.001 41' 39' 65' 41' Varies 25' To 39' DESCRIPTION OF REVISION DATE VARIES VARIES 18' 7' 32' 81 2' 18' 71 Varies 18' To 32' 51- 30 MAX PVMIN 0 Min O' MIN 58.3' MAX 2 -.1,77. I M. 2% 1 0 Max CITY OF RANCHO CUCAMONGA 1.77 27.10% max 2% min 107. m JOIN EX. GRADE 4 2% min OIN EX. GRADE EX GRADE TRACT NO. 16113 1 3 SIDEWALK WILSON AVENUE TI=9.0 R=60 56+37.64 TO 57+77.64 EXISTING CHANNEL TI=9.0 R=60 56+00.00 TO 56+37.64 \/_[)1re1H PEA EXISTING CHANNEL (NTS) STREET IMPROVEMENT PLANS (N TS) DtTAII,ON 5merr .3 FUTURE EXIST SECTION SC4LE Pr =40" WILSON AVENUE R/W N R/W LINE C/L S R/W 10, 30' 11' 19' 85' MWD RIGHT OF WAY ESS/ APPROVED BY: DATE:41' 25' I E CITY ENGINEER RCE NO. 24953 18' 18' 5'1_2' 1 ug rni ES,Qk C17 RECOMMENDED Underground N OTE 77 27. min NO. 43886 DESIGN BY:Service Alert max EAP. �w PHB & ASSOCIATES,INC W4.I�V_044 to-1-V JEDIA7 -Call: TOLL FREE BERNARDINO COUNTY AND (626) 914-6256 FAX (626) 914-5756 SHEET No.=0 C5 DRAWN BY: E., GLENDORA, CA. 9174 1 -800 METROPOLITAN WATER DISTRICT FOR WORK WITHIN OIN EX. GRADE CIVI DC PLANS PREPARED UNDER SUPERVISION OF 4 OF-7 0 WILSON AVENUE ;r (22y —2300 THEIR JURISDICTIONS. TI 9.0 R=60 57+77.64 TO 62+55.38 CALVt R.C.E. NO. 43886 CHECKED BY: __7 John Dierksen DWG NO. EXISTING CHANNEL (NTS)YOU DIG JED �ate SEP 2005 Exp. JUNE 30, 07 1990 PROJECT SHEET OF 7 T77-717- 7_77 ......... F :4 A --- _j 4__ _4 7M' Z-7 z- -------- L------ k---- -F .... ....... :a_j =-j- z_ c F -4- LO Z 77-7?77 7- 777 V 7,� 7, Z==w____ 7-4 �77,":7- ........... J" -n z __3 ------ 17 �t� F 777 _7_7 _7 7" 7' z -7-: _J =zt= q� A— -7 -:1,E =Z=1z 7 7 ......... -7- ..........ml= t--:-!17-7 41 ........ A, "A 77-f-7 -77 7 _-Z 4- .......... z;7 "7Z,-Z_ _7 _V­ _Y z±=4------- Z. ...... '7 7-7;tz .......... Man GzT JL­ 7777 4 777T=3777, F.= 7=F:::w 7 7777 ZZ;7- F-77 _77' "A g� 11­�..... 77 V IV- 77, 7m ��7= A-- Z__1 -3- X 77'77" 7 7 T ...........F ...... 4- ------ z -7- -------- 71, 4 _4 4 LO 777F..7 p-- -4- m 7,777k7777 _7 T7 o _7 --------- "�74'7'7_ =4 -77 �LQ f-4-- �7_ 77: -:7-'71 4- C:) "k ------ ... .......�, to" 47=��-_7,1­­;= ==Z t _a_jEH=j_==__Zf 7-A 7- 41- 4 ;A �7 -77 alli- 7 q2 7� 2- X '777) 77=r 3=.;; 7 L0=1- 7 E Z-7ZA Z�l _2 4-- 3- e 7� 7 J, -4- 41 -2 M-, _Z -I tr_____� j I :4= -JAI y� `71-_11, :7 '7 =C) n= "7771" 7�7­ .. ... 71- 77 _4 �J ......... CL -j. .......... _7 _7 17 a __3z i14 1­,1imz­r 777= Z T-------T_ - ZZ- "k, '7- Q `777`=,7 77,177- _7 0 C'4 7, =:---4- C> Z ',:7 zl -7 7�7�: _7 Jt 4 J, + .......... -A �-7 �'Z ................... W N ...... .............. _0 jq F - -`()N;"�! K= z ,k;=7'Z,__ A— T-F, A13-T-OR-, .y7, Lrtf -------------- _-j �`R EN Qji,� T77 -A .... . ........ F tz =7. �E�1�7'7_7 f7 ........... ­7� 777-1- --d- UF L p �Mty=l L ........... _J 0, 7 -4 re) 7 C r -7- f57 .......... ........ 7,i, U�y 74 E 7 _-Z 7..7 A _1 T-- =Z Z' zz-ZE-4, 't� -i7-7, ... -------- "T _-1_-___-4-77F_-_Fe -7 72 Z- Zp� J,� 7- A, ...... 7_-7_:_T7'_-7,:1 -`F-:"E-- Ml­ _"i.......... T, -XIA L -XISTING:!T ­­-4-- ­ _1�- , - I �4 4 u­��"­:�::,:I zz- zI_------ 77 _7;= __z Z PROFILE SCALE.- 7 -:==F _=i__ _77,71 7m 7 7 tZ A HORIZ. -40 7- _4------ .......... -4- .........t-- 7-=C ------- 77r�,"- VER `4 T. -q- .......... 4L:_ ------------- EHE 4 ........... ---------- F77 .......... 4-1 7 77 JE .7 29+0 28+00 26+00 27+00 22+00 23+00 24+00 25+00 21 +00 1, T 5 < CONSTRUCTION NOTES Nt J < X B. PER CITY'STANDARD 100-A. CONSTRUCT 5" (6" ON WILSON AVE) A.C. OVER 6 C.A R F- < 'b\ LIJ 0 INSTALL 9500 LUMEN HPSV STREET LIGHT �k % < C) 104 LOU CONSTRUCT TYPE A2-8 P.C.C. CURB AND GUTTER PER CITY STD 00 C) CONSTRUCT TYPE A1-8 P.C.C. CURB ONLY PER CITY STD. 104 + \�itk % (n % I- AN k-, Nli Ci Jd C:) L6 + I C14 CONSTRUCT A.C. CURB ONLY PER CITY STD. D1 uj + /25 V) *17-. '. . (n "'N + 4z,,I 0 C4 + 00(D r-� V) '04 �Nl 'i, C) N, En I 1 0 -REMOVE AND DISPOSE OF INTERFERENCE WITH PROPOSED IMPROVEMENT 5- i 04 C-4 57< + U.J + (D-RELOCATE \t.A EXISTIN cn Cj N 'K, SAWCUT EXISTING C14 61.84 S-IL I IN NSTA. 25+ �-EXIST WAt RIVE AP RO CH AT < N P R1 iVA- ST)V.­,,jq+00.00 HUNT CLUB DRI Q)-MATCH EXISTING V) m, EXIS ING EXIS' SIDEWA K (D _1-1-1 7 FID 1 1/4 INCH� S.B. CO. �%A nr nro_j,%rry C1TJ'A___A_ "-PER-PLAN) 10 J� VE\Ap Hl 13 % U RV < Q)1 - ADJUST TO GRADE ACH DRI 0.7'1 7 LAj 077 lk� @-CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=4! m Ld _7-d: -L- A- 4 T N. 0/V. -0 A .577 iq�IC 7 _Zj�qg IF7 g )Ve), 16 7 1p,67 oar LLJ T --DWG NO. 184v `XISTI,N,G,,,_,IMPROVEM'E T'L,PER CONSTRUCT 4' WIDE 3" A.C. RB. q; 14 Z uj 7 thi,I LU LEGEND %IN IN,N.-,%. I �­kl ', A A A V) iN 2 �X/ NEW ASPH 'N"i ',4 "i,-1 -C �L "," ­ ,�"f-, - t�N�N - AL11C A 10too "tk`_1qI.11N.NiI, ONCRETE A 41 VE EXISTING A.C. 2' (8) 01 �4�77 ZN 5`1 REMO 9 CORNER SECTION 28 EXISTING IMPROVEMENT41PER MG N XN Nlw� A.C. OVERLAY zz_zzi f;z N 41 N A Vilk:-�;�*.: WATER VALVE T V 12 :-k ':A A 1.-** A V) ------ L u_j E7 T-R,-,A I R R, I VA_T 57<711, IRONE OF MWD - - - - k N,4 --L--- ­%', 2 f 04 F_Lj_ -low momm- A�A 12" -\-L FIRE HYDRANT n"Itft- /w CONTACT JOE M 4 STA 0+66.�5, V) ISTA, 1047,76 uwj 0 < EQR AT (909)776-2664 AT L AST - CR C; tp co V) .2: N, 6 CO 0 Cy) OR + C14 A YS CD to (D CD C-4=1 7111 OR;7r- 0 PRIOR TO TWO WORKING DA c:) 8 -,00 r-� RE wl d F- r- A.- + + to A LLJ + X-1 C%4 + (n C-4 5Z 48 L0 04 < M-\ C14 LLI 04 C`4 STARTING ANY WORK I N THE 8 Ilk V) w t� C:�- P to A, ul 5 % (or) 5 V) U) E,I,"I�e -) (n m VICINITY OF OUR FACILITES. t I,'j Ilk --V T H U T CLUB DRIVE IL N E A T A'tv"E U E C/L E R/W 10' LANDSCAPE EASEMENT APA C Alpv C E R/W R/W FBI/ W R/W C/L 44' - p DESCRIPTION OF REVISION DATE APPROVED 44' 44' 44' 32' 1 4' 0.5' ABLE 7.5' 0.5' 32' gap- 32' 32' 4'__ 4' CURVE DELTA RADIUS LENGTH TANGENT Au MONGA 3' 1 1-7-17--mm-Z-77 87-47'09" 35.00 53.63 33.67 CITY OF R IN 2% ----- '1111Z71 7 20 35.00 56.91 36.98 ,1.77 %!­� 93*09 . ___Q_ I - ----- 12 ------- --- TRACT NO, 161 'A3 13 1 3 TREET IMPROVEMENT PLANS EXIST CURB, GUTTER TI=8.0 R=60 23+00M TO 27+76.20 S TI=8.0 R=60 22+12.27 TO 22+68.40 & SIDEWALK (NTS) (NTS) C/L E R/17 5-10' LANDSCAPE EASEMENT C/L E R/W W R/W W R/W 44' DATE: jl;�IM5 44' 44' 4' 0.5 ()V ES S1 APPROVED BY: 44' 32' -------- 32' 7.5 D I E Imy CITY ENGINEER RCE NO. 24953 7.5' _A 0.5' VARIES 32' 32' 41 1 2% k' RECO ED _f, DESIGN BY: AF� Varies 0' to 4' 2% 1.7% 1.77 NO. 43886 rn AFPW -.a- F --a- q.- EXP. 6-30-05 rn PHB & ASSOCIATES,INC__ 1-77 La JED R 71 nd j L7- ------ (626) 914-6256 FAX (626) 914-5756 Undergrou ---------- 12 DRAWN BY: 1620 SOUTH GRAND AVE.. GLENDORA. CA. 91740 S Service Alert 12 13 V. CIVIk. DC PLANS PREPAR PERVISION OF 5 OF 11 _j 3 1,,�11 11 - - Call: TOLL FREE 13 1 1 6 1c, Op CAIM0 R.C.E. NO. 43886 DWG NO. 1-800 EAST AVENUE TI=8.0 R=60 27+76�20 TO 29+00-00 CHECKED BY: John Dierksen 227-2600 TI=8.0 R=60 22+68.40 TO 23+00-00 (NTS) Zate Exp. JUNE 30, 05 1990 (NTS) JED ZFF Lw E YOU DIG OF .......... g 21 01 1�11 11 :,_j :7 7�7.17 77 -.7" =7 _7 .......—t-1,11- -- .-- __ :77:77__,�_._ , 'L , 11-11 1 4 n :J=� 7 _�__ -4, - -, -j --. I- A t 'A + Z= j A 0 oz: �T y4:1 j," _1 ­ - P 1-- janan 7 + 17 y--r V- .......!......... mazalf-191-W, Wn =12 477 7", UT + _16- 4 -4--_ -v 1_0 r _24 ul 0000090 AC "CURB 77, 4z 71, 4 R -1-. 4 17- ''T W___ TV= ­­J.-" '11-7'­1 777 F-7_ 7707, to --------- 'T z -7 7 ...... al 7 T ":7 3 -1_­_+­__�__=_t=7:: _Z_17 I r 77 lb E 41 77 7" �7 0_4, _,,,-,,K�T J.. k. ...... A 1 ca_ryel T1 ",7 AV'11 -s, Qn.sLi- in., Not- T 7 -7' 7 4- + qvuy q I _41 + inn-, 7-f _z < --nit z::..:,�z A -A 1 -11 Y_� - -- ­:�J­,�_ 4 '/ of -A 1; `25 ....... GO 7 .4� n: t On .0, z 4 _4 =Q: 1—y- .4, 11F.77 VX 7 T&T J 4 4, nal L a X z A L + SON LZ 0- - �7=7 q A 77771 71N Sall 7 , A: 7 _4 =711zliniz- .4 _177-i'71", n7-1 f a, V - " , -_ I_10 _71 J�: QQ y_,,�, �r­ 777 7 'T 'A 7- --x-- -71 T' 1_01 12 41� 0 & L n-r hld= 0: K-1- Uy- 7 J77 ------ VIA __7 24;2�;, J� ......4_-, F d00- 70:7 Er-7 40 7 A-I "J , A Z4 l=q � p= X �yq vpr pla Vz L -J, + t j- --4- + Mn UA U3, 7 KIM` oils" 1-ttk mn 7 `777 4 T 1 7777 .10 Z 0-0. Iran i nv, 0_11-2 ;7 7 ISO- 1 nj i:_:E 7, SE W _-E _ED .4- Al. W7 r_17 W j 0- Q Rl,,, 1, ',�, ­7�i­ ROP ED MiWl 10001 =7 -- F: 7 I MAT 1 10 ."1'%, _177_7 773 1 �l __:� n'. ..11�a& .1- _ j 00. . , 1: %, ,:�/� -_1 10 , ; , 7: Z.Q �­ ­_ I ll A, Z Sol Q_ J,=t ­" _ .. _�'::,7_- - Z?......... j 1-17 ....... - V R7, 7 :T U& Th ..... thin W" 7 Aj: 7717 ------------- ------- 7 T", 4- 1:0 1 I!s _J 7,1, -Q ZT, sit 4-,AN:& 0. T Ed- 117, tolls Ja_' 7--7,;-7 t 2 ME" 4 4­­47�y- .­4­­­� 0-1 zz A _zz -n, 7:�:i ....... QZ;: =p=_ 1 1 . , !,7 z=_pz� ....... ul AL"n, A 100 7` + 7 - ­�..� , 1 1 1� � 17,� P7, T _0-A- Dq 4 too;1-: -n- ....... rot ta:7 &4401007 z q A= r f-7 FAIT its =3 1,71"l7v NOT- WA,�!Ql Q�7 w , FEW i ,-1-:11! T" j, 7 Ewl yn 4- ---------- _71 7' 7­7�"_,, iliiJ, MAT& - - -- ­ 17C �c _l­�� Vz1f q 7 7' 7, 4; f ?0FILE, 'ALE 1""=40 77� .2. Li.L, 1 r"T 77' -4 ..... :j.0 "'l",�­ - -­,-, - �__r 1, H 0 Pi IZ 4- j_A. 7 7 17,71 MCI: 10=41" 4- Yi� LIE- 6+0%t^ 29+00 30+00 31+00 3 2+0 0'% 33+00 054+1LAV 35+ULU :5 U ku T_ A C'T A6113 PHILLT LAKIVE -S 1k, Atf, 1 1 A CONSTRU"'TION NOTES M 'k, N 141 7 CONSTRUCT 5" (6" ON �ALSON AVE) A.C. OVER 6- C.A.B, PER CITY STANDARD 100-A. ,�114 V co T_ Is INSTALL 9500 LUMEN HPSV STREET LIGHT 0 N Q)—CONSTRUCT TYPE A2-8 RCIC. CURB AND GUTTER PER CITY STD. 104 C*4 S 1, N 11 1 u I - LO 0--CONSTRUCT TYPE A1-8 I&C. CURB ONLY PER CITY STD. 104 X9 I 0 --7\ `P� —-CONSTRUCT A.C. CURE) ONLY PER CITY STD, D1-8 C04 W 16- 407.00,,,c� + 0 S`Tk 1 4 A (�)-REMOVE AND DISPOSE OF INTERFERENCE VVITH PROPOSED IMPROVE-MENT ?I- % SA sm UJ k� 'r7 j 7.LOU + + I I for) RELOCATE BCR COY _4 X N 0 chi _7_. ____ 1;; 1 1 �, ;, � e @-SAWCUT EXISTING +47. 1 OC I \ i ! �h - 1 -1 U9 MATCH EXISTING N-0. 12 Q)O -INSTALL 13ARRICADE PER CITY STD. 131-A (W=??') k- ADJUST TO GRADE __y V) W APT& �>4 A % CONSTRUCT SIDEWALK PER CITY STD. NO. 103, W=4' X S4 0 1 0114mmm . 46+4,3 kVE. 10 "1 `14 40, 1. I ILI C4 May% 91� !�SON ME. LA R LEGEND Z uj NEW ASPHALTIC CONCRETE TWO, .1q7 1,K�X 7: F= REMOVE EXISTING A.C. f J�V'� f IF— Alin A.C. OVERLAY T < ;,-77 RIW 9X K/W-1 WATER VALVE ju A m WD77 A.,— St 13A 05 I lift JZ� FIRE HYDRANT CON 'ACT JOE 'MIRON 0 hm 7 J AT (909)776-26464 �AT LEAST ��l N 70 '30' TEMP. 0ONSTRI110TONAASAMENT U.1 I �I I I X A, 00 W '�,PER INS",,RUMENT N-OA 2 4-34013 A TWO WORKING DAYS RIOR' A) 3 dr + Q tit START G NY WORK IN TIT uj Ah, 'N� VICINITY OF OUR FACILITES A W1 L�)ul\4 A oqpo r9.4.14 j2cure t4remowew 'Alm jyoc 7 Miek AVENUE VV R/W C/L E R/W W R/W 01i&7� C/L E R/W 4 z: Z+ APP 4000 AM" 4>41 �? !!I �F 11 iF4 H,PYRE: 44' 44, �4r �� 4 4' 20' 0 32' 32' 4f Q 5' ——-----------W0­.mo__ CURVE7 DA17A 'TAEVE" ru"E S G R 1 P 0 0 IN' (OF REVISION IIATE APPROVED 0,5' 41 7. 1 32' A �_!­_­­"­k-- o k- -1-1- �.—.— I�- -___o__.__ — CURVE DELTA TANGENT, EX. GRADE ­­m_­om1mmR�­__­ ­­­_m"_.R8 ­ft�. - 1 90'47'06 35.00' 55.46' 35.4 jX 2:1 Max, 2 891?57" 1 000, 1 54.50" 34 53' 1 T f rO_,V\-W-W&-q' u`% H0 u/%%'u1CAM0[N4GA 7771 U2 A 30 EAST AVENUE 1 3 1 30' TEMPORARY TRII-A T No. 1611175 T1=8.0 2-)+OO.00 TO 29+40.28 R=60 (NTS) TI=8,0 R=60 30+52-28 TO 33+11-27 (NTS) STREET Im"PRON/EMENT P L A N W R/W C EX MILE: 1 4* =40 /L R/W FUTURE R/W E A 13 A IVE 04 U EE I W R/%W C/A E R/W 44' 94 7 F ESS/0- 0�5' 20' 2W : EXT: h0ply, 32' Varies 18' to 32' DIER 18' CITY ENGINEER RCE NO. 24953 EX. GRADE 2:1 Max. W 43886 DESIGN BY: RECOMMEN Service Alei-t 5 D�D A A,-_ -,,-EX. RADE EXR 6-30-05 Max. 'S PHB & ASSO Lp, IML. C(Iik. TOLL ["'RE JED (026) 914-62SC FAX (02S) 914-5756 DRAWN BY: 162-0 SOUTH GFZAND AVE:,, GLENDORk Ck 91740-0 SHEET N 03 30' TEMPORARY CIVIL 51, DC PLANS PREPMED .0-PER SUPERVISION OF -11=8�O 29+4-0.28 TO 29+52.28 R=60 CONSTRUCTION EASEMENT A CA \� %� ­1.� . — (NTS) T1=8,0 R�CZ NO. _43866 'M`0 WORKING COYS WORE YOu OK", R=60 33+11.27 TO 35+82,47 Olin Dierksen DVVG NO1. (NTS) kd Date -DEC 21pi-, Eyp,jQXTE ?P��Qj 19 9 WN JED ,u Di PROJECT SHEET OF -------------- EXIST ULT EXIST ULT EXIST ULT STY R/W CA S LINE ON N R/W N R/W S'LY R/W CSECTION/L LINE N R/W N R/W STY R/W CA LINE SECTION N R/W N R/W 85' MWD roe 19' 30' 10' '/ 85' MWD 19' 1' 30' 10' // 85' MWD 19' 1' 30' 10' 1 FUTURE—�. /-- 1 ' , I 1 1 , 1 ,1 L. I 1 , 1 111 L, I I / �/'t��`9A >�99 >> ry — r _ _ _ ,yp —A�X56, 6S 1.7ZFS� \ t EXIST. GROUND _ _ f PROPOSED \ / I EXIST. GROUND \ / -- — r f FUTURE SURFACE 1 1 1 1 PROPOSED — 1 \ / 1 1 PROPOSED FUTURE SURFACE o STA 47+ 0.00 \ / EXIST. GROUND STA 37+ 0.00 STA 42+ 0.00 � FUTURE SURFACE I I I I I I I I I I I I 1 1I I i i 1' 10 0 / / 1 1 1 1 _ —4- - _ — J/ p�Q cl � r FA> �— / / i JOJ �6Q• FAQ •,pQ �Aa, \ // �pQ• (` ASa9s— — '1,�Q. EXIST. GROUND \ / EXIST. GROUND::7 \ EXIST. GROUND \ / PROPOSED �,`L PROPOSED / 1 PROPOSED 1 FUTURE SURFACE I 0 F� I I I FUTURE SURFACE FUTURE SURFACE STA 38+ 0.00 1 1 1 I STA 43+ 0.00 I \ I STA 48+ 0.00 1 1 I I I i I 1 I I I I I I 1 / 1 I 1 '4 / 1 — — — ,o�_F �� �� I >> \ /I I I '' 00 �A�9 cA�9 I �? `\ I I 1 o F�> a�> o Q• � __ _ . ' .- __— J— e. FA° \ // I I I _ _ _ _ _ -- - '' ' �'Q �A° \ / 1 I 1 •� °'oQ A 1 � � 1 EXIST. GROUND ' "' . .. .. ., \ / --- - -- .. , .. •.. —1\ / , -,.. _ - - - �- - - - - - -- ,� PROPOSED \` / EXIST. GROUND PROPOSED \ / EXIST. GROUND PROPOSED \ / 1 FUTURE SURFACE STA 39+ 0.00 p/ FUTURE SURFACE STA 44+ 0.00 \ // FUTURE SURFACE STA 49+ 0.00 / I I I o�v I I I I I h0°• 1 1 I 1 \\ // 1 I tk F 1 I i I I 1 I 1 I I I I I 1 1 / / / / / L. 1 , , 1 ,1 6o 1 EXIST. GROUND—7 ' Q FA PROPOSED 1 1 I 1 EXIST. GROUND PROPOSED / PLANNING DIVISION CASE NUMBER DRC2004-01107 FUTURE SURFACE \ � rts� -$0-0, STA 40+ 0.00 0��' FUTURE SURFACE STA 45+ 0.00 LEGEND 1 DESCRIPTION OF REVISION DATE APPROVED I 5" MIN. AC 1 i 1 1 1 I I 1 CITY OF RANCHO CU CAM ON GA 6' MIN. CAB / / 1 TRACT N0. 16113 V 3' V-DITCH 0 20' TRAIL AREA 1 ' ' ' ///'I ' ' ' 1 ' ' //•/ v STREET IMPROVEMENT PLANS PROPOSED FINISH SURACE WILSON AVENUE EXIST. GROUND — — — — — — EXISTING GROUND STREET CROSS—SECTION 6 � •A •A TOP OF A.C. BERM APPROVED BY: DATE: — \ T.C. ITOP OF CURB CITY ENGINEER _,� RCE NO. 24953 0 Underground PROPOSED 1 \ / i I 1 EXIST. GROUND _ PROPOSED 1 \\ 1 1 E.P. EDGE OF PAVEMENT DESIGN BY: RECOMMENDED Service Alert FUTURE SURFACE STA 4140.00 1 6��' I 1 I FUTURE SURFACE STA 46+P0.00 \ / W.S. JED x PHB & ASSOCIATES,INC . .�s, -�,. a 4� ��•�_•0 Call: TOLL FREE P I \ / i 1 WATER SURFACE SCALE (626) 914-6256 FAX (626) 914-5756 1 -800 o HORIZ: 1"=20' DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA. CA. 91740 SHEET 227—2600 h F� VERT: 1"_,¢' DC PLANS PREPARED UNDER SUPERVISION OFOF 1 CHECKED BY: �'�"' R.C.E. N0. 43$$6 DWG N0. TWO WORKING DAYS BEFORE YOU DIG John Dierksen JED Dote SEP 2005 Exp. ,LUNE 30. 07 1990 PROJECT SHEET OF S'LY R/W SECTION EXIST ULT CA LINE N R/W N R/W S'LY'LY N R/W EXIST ULT EXIST ULT R/W S'LY R/W SECTION SECTION CA LINE N CA 14' CA LINE N R/W N R/W / FUTURE / \ 2 30' 7' 18' 2' _ MEDIAN CA 14' / FUTURE / 8, 101 — — — 65' 32' 7' 18' 2' SHOULDER MEDIAN11 / SIDEWALK 5r / 1 65' 32' 7' 18' 2' SHOULDER / 3r 5r 3r 3r 0 10 N STA 80+ 0.00 LK '°so '�' o 'e — 1 — tiQ 1 1 — _— 1 SIDEW LK l 1 1 _ 4.5q \ 4.5% O 5 PROPOSED \ . _ 1 2.0% � — FUTURE SURFACE \ / 06 �` PROPOSED / •• / �4 FUTURE SURFACE STA 32+ 0.00 C 8 FIELD VERIFIED / 5� �9 I \ I 1 PROPOSED EXIST. GROUND ELEVATION 1 I 1 1 ,c,c 9 EXIST. GROUND 1 \ // 1 I 1 2.0% i FUTURE SURFACE STA 54+ 0.00 i 0p i F S9 EXIST. GROUNDwo 1 � I I I I I I I I I i 1 1 011, F� °�' ? I I I tiF 1 I %F I I I F,��• I I I I i I I I I I I I 1 I i I I 11 i 1 1 I 1 I 1 1 I i I I I I 1 I I I 85' MWD 19' 11' 30' 10' CA 85' M WD 19' 11' 30' 10' 14--�—FUTURE 1 1 I 1 I I 1 I MEDIAN CCA 14' I I 1 I I I I 1 FUTURE 1 1 65 32' 7' 18' 2' SHOULDER ,- MEDIAN 65' 32' 7' 18' 2' SHOULDER SIDEWLK _ c/L 14' ^ 1 / FUTURE c .. : .e• . �. / I 1 MEDIAN I I SIDEW LK PROPOSED � 65' 32' 7' 18' 2' SHOULDER / 60 � FUTURE SURFACE STA 51+ 0.00 \\ / \\ / 8' 2.0 2.0 ' SIDEW LK e 1 '` ���, STA sg+ 0.00 I�c• EXIST. GROUND 2.0%_- EXIST. GROUND .0%, EXI T. GROUND 1 \ — / PROPOSED \ / 1 FUTURE SURFACE STA 53+p0.00 \\ / / EXIST. GROUND I h� • -� I 1 A° %, G 9 1 I I I I I 1 1 I I 1 1 1 1 F PLANNING DIVISION CASE NUMBER DRC2004-01107 Ata.438 ^` IQ�Cy�S� ,�ecfiov� �i-vw� STA• S'q tao 110STA•6/feo (o-0.S EVA8-�." to LEGEND DESCRIPTION DATE O F REVISION APPROVED 5" MIN. AC CITY OF RANCHO CU CAM ON GA 6" MIN. CAB ' TRACT N0. 16113 V 3' V-DITCH 0 20' TRAIL AREA STREET IMPROVEMENT PLAN \/ S PROPOSED FINISH SURACE WILSON AVENUE - - - - - - EXISTING GROUND STREET CROSS—SECTION T.B. TOP OF A.C. BERM APPROVED BY: / - , _ DATE: T.C. TOP OF CURB CITY ENGINEER /I ���� RCE NO. 24953 o Underground E.P.EPEDGE OF PAVEMENT DESIGN BY: / Service Alert RECOMMENDED — W S. QED ®� PHB & ASSOCIATES,INC _ Q6 lo.aS.a Call: TOLL FREE 800 y WATER SURFACE DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA. CA. 9 740 SHEET 58 FAX (626) 914-5756 227-2600 SCALE DC PIANS PREPARED-UNDER SUPERVISION OF 10 OF 1 HORIZ: 1"=20' <7 R.C.E. NO. 43886 TWO WORKING DAYS BEFORE YOU DIG VERT: 1"=4' CHECKED BY: John Dierksen DWG N0. QED I Date SEP 2005 Exp. JUNE 30, 07 1990 PROJECT SHEET OF S'LY R/W —..—S GTI�Im C/L 14' EXIST ULT f Empm — C/L LINE FUTURE N R/W N R/W / S'LY R/W SECTION MEDIAN / EXIST ULT / CA LINE N R/W N R/W 65 32' 7' 18' ' / S'LY R/W C L SECTION L N NR/W N R/W #4 100 2 SHOULDER / / FUTURE ,r'' 85 MWD 19' 11' 30' 10' � MEDIAN 2 !- •c' . Q / 25 7 18 2 / 04 40 00 SIDEW LK — ��� •� .. . \ W.S. � \ / �, �� / 2' 18 2 5 13 2' ,.-- was PROPOSED FUTURE SURFACE §&P& T•�QSTA 56+ 0.00 / F '�' �,°`�Q r ' . \ 1 14 W.S %4 • ---'' FUTURE SURFACE STA 7+ 0.00 EXIST. GROUND Vk" PKK -- \ / •' \\ PROPOSED STA 60+ 0.00 �� W.S. FUTURE SURFACE EXIST. GROUND r r EXIST. GROUND oAo�,o F 2' 18' 7' L 18' 2' 40 I'll 2' 18' 2' , , /X966' 5 13 2 4/R . a STA 58+ 0.00 \ ' f � W.S. � PROPOSED STA 61+ 0.00 e PROPOSED \ � r FUTURE SURFACE / FUTURE SURFACE r r EXIST. GROUND � EXIST. GROUND ��,d f,�' a . t if-" 10 CON C. t� . V--GUTTER A _--___34.6. 18 ... _ _ __..._.._.. _m._ ....._.. ...... ._. ..._ _._FL_ ._ _ _ .,.--,__.__ __.. _ _... ___._..__.I__.._ Nom.:_._-� _ . . 2 7 18' .- BEGI 5' L FEN TRANSITION •O � RA �. 17 TA. 11+611.00 �'.> �'� f 2' 18' 2 5= 13' , PER 1 3g ' PLAN 36.4 D Y. 11+09.00 ' 2 3, FG 35 I i STA FAss •c �� / 1t� 35.9 4 18 i "gib,;� C/L 12 DWY. '�� FG NiTION ; _w. _ . ----__- - � � �,• TE � o �� [ -. �" __.__._-=��_:.�-. ' f POSED . ... �, c: {c..� - .--'� PROPOSED \ W.S. / o,� - - I _ FUTURES ACE II�:STALL PCC � �-� �lA�.I� `'" STA + 0.00 ..- - _ - A MEN-- 11 / STA 62+ 0.00 \ W.S. STA. 111+35-0914 EXIST. GROUND � \\ PROPOSED 1 C� r 34.29 T I`,,. _ ` i 33.79 F ��'• ,•,. FUTURE SURFACE � EXIST. GROUND t � r 0 1„ 2 Ode cON5-mumom Mores out +" ' A lrJ(@60A15_rR()Cr 00RIDS/De ounzt Pept CATY 0- C . Z l s 10— /-� ---IMSA X "' DIA. tai, tX / $J PIPM " a Old 5 RE45T 5. r PLANNING DIVISION CASE NUMBER DRC2004--01107 NQ f v' cti T too (t e A @ t' I f 5" MIN. AC �' DESCRIPTION OF REVISION DATE APPROVED •"'.: ; :•° :•• ••;'.: .4. 6" MIN. CAB CITYRANCHOC" LICAMONGA 3' V-DITCH Q 20" TRAIL AREA PROPOSED FINISH SURACE TRACT N 0. -416113 EXISTING GROUND T.B. TOP OF A.G. BERM STREET IMPROVEMENT PLANS T.C. TOP OF CURB WILSON AVENUE E.P. EDGE OF PAVEMENT STREET CROSS--SECTION W.S. APPROVED BY: h DATE: /C% CS WATER SURFACE Q Underground �j CITY ENGINEER RCE NO. 24953 . , Service Alert SCALE d Call: TOLL FREE HORIZ: 1"=20' DESIGN BY: RECOMMENDED 1 -800 VERT: 1"-4' JED AFPW ffAllPHB c�.A�'SOCIATES,INC 10.X-0 DRAWN BY: (626) 914-6256 FAX (626) 914-5756 227-2600 1620 SOUTH GRAND AVE., GLENDORA, CA. 91740 SHEET TWO DC PLANS PREPARED UNDER SUPERVISION OF 11 OF 11 ... _ R.C.E. N0. 43886 WORKING DAYS BEFORE YOU DIG CHECKED BY: John Dierksen DWG NO. JED Date SEP 2005 Exp. JUNE 30, 07 O PROJECT SHEET OF MOM EXIST ULT EXIST ULT SEC11ON SECTION SECTION NXRSW NUR/yy LT S'LY R/W C/L LINE N R/W N R/W S'LY R/W CA LINE N R/W N R/W S'LY R/W CA LINE / 85' MWD , 19 11.' 30' 10' — 85' MWD e0e 19' 11, 30' 10' 85' MWD 19' 1 30' 10' C/L 14' 1 t FUTURE 2' 41 18' T 1 32' / 1 1 2' 18' 7' 181 2' I 2' do 18' 7'do 18' 2' .— —' � ' '� •��99 A`99 9' F,� " — — — — — 10.E `��Q• 1.7��6� .�6i 1. � FAQ \\ /l I — _ — — '' — , — h`LQ �Ass9 .A'S9 L7�4_ IFAs� \ � I 0 1 , EXIST. GROUND — — \ / — — PROPOSED I I I I PROPOSED I \ 1 1 EXIST. GROUND PROPOSED \ / FUTURE SURFACE FUTURE SURFACE STA 42+ 0.00 FUTURE SURFACE STA 47+ 0.00 \ / EXIST. GROUND STA 37+ 0.00 / F I 1 1 I I I 1 I I I I I I I 1 I I I I I I I i I I I I I 2' 18' 7' 1 20' 2' / 2' 18' 7' I 18' 2' // I 2' 18' 7' 18'1 2' i op I I � & pp •Fj pp 6'.� / 01 �`A`9d •A`9� `LIQ' EXIST. GROUND EXIST. GROUND PROPOSED PROPOSED O`tiJ EXIST. GROUND PROPOSED \ / 1 FUTURE SURFACE I FUTURE SURFACE STA 43+ 0.00 FUTURE SURFACE STA 48+ 0.00 \ / STA 38+ 0.00 I I I I i I I I I I I I I I I 1 I I I I 1 I I I ' ' 2' / 2' 18' 7' 18' 2' / 2' 25' 7' 18 2' 18' 7 18 ' 2' 40 40 1 -- -� � Oji F��9 6A�9 161 , \ / I I I O�' 1 7�A�j Q• � � 1\ / I 1 _ - - - — — — — — — — EXIST. GROUND \ / -7 1 / \ / EXIST. GROUND EXIST. GROUND PROPOSED \ PROPOSED � PROPOSED \ � 1 00 0 44+ FUTURE SURFACE STA 49+ 0.00 FUTURE SURFACE . 1 STA 39+ 0.00 FUTURE SURFACE STA��.�• 1 I I h I I I I I I I 1 I I I I 20' TRAIL 8' 2' 30' 7' 18' 2' SIDEWALK _ t.7% 2-97 _ _ If 2' 18' _ T 187 _ 2' I // I 1 2' 18' 7' 18 2' I 1 \ '•� 40 —, — PROPOSED STA 50+ 2.0�� FUTURE SURFACE — — — &� 6� \ l/ EXIST. GROUND 1 I \ / I I .? —�►._.� � - - - - - ' '�� � ?•� I � PA'S / " , " ' ,o.� �• Q• t. � 1. FA,.� \ / I I ,. I I be—/?r EXIST. GROUND" .,,: / —" " I I •1•—-� I• � 1 I I PROPOSED N EXIST. GROUND17 PROPOSED \ / FUTURE SURFACE STA 40+ 0.00 Q`'' FUTURE SURFACE STA 45+ 0.00 \ i h� LEGEND 5" MIN. AC 1 s' Mw. CAB DESCRIPTION OF REVISION DATE APPROVED : :s4'.• •. .:•.'. CITY OF RANCHO CU CAM ON GA i I 1 I 1 i 1 i M 3' V-DITCH ® 20' TRAIL AREA v 1 I PROPOSED FINISH SURACE TRACT NO. 16113 — — —— — — — EXISTING GROUND 2' 18' 40 7' 18 2' /� � � " " 2' 18 7' 181 2' 1 I / � �' T.B. TOP OF A.C. BERM STREET IMPROVEMENT PLANS WILSON AVENUE T.C. TOP OF CURB STREET CROSS—SECTION EXIST. GROUND — — — — — — _ \s, — —I— , / I 1 — J s9 S9 I — I 1 E.P. EDGE OF PAVEMENT ^ — — — �` �-' / "" " 79�A�s .���' 3' F 9 APPROVED BY: DATE: 7 U€ W'S' WATER SURFACE CITY ENGINEER �,�� � RCE NO. 24953 p EXIST. GROUND SCALE � DESIGN BY: RECOMMEN ED � o Underground PROPOSED I / I I I PROPOSED I \ / I I HORIZ: 1 =20 PHB & ASSOCIATES, INC !lam Service Alert FUTURE SURFACE �� FUTURE SURFACE STA 46+P0.00 \ / VERT: 1"=4' ' JED r A STA 41+Q0.00 �, y Call: TOLL FREE I Q I 1 I \ / 1 I (820 SOUTH 56 FAX PA A. 917 0 DRAWN BY: 1620 SOUTH GRAND AVE.. c�NDORa. CA. 9»4o SHEET 1-800 DC PLANS PREPARED UNDER SUPERVISION OF 9 OF 10 227-2600 � �Q� ? R.C.E. N0. 43886 DWG NO. CHECKED BY: / Jahn Dierksen r 1990 TWO WORKING DAYS BEFORE YOU DIG JED Date DEC 2004 Exp. JUNE 30, 05 PROJECT SHEET OF SECTION EXIST ULT SECTION EXIST ULT SECTION EXIST ULT S'LY R/W CA LINE N R/W N R/W S'LY R/W CA LINE N R/W N R/W S'LY R/W CA LINE N R/W N R/W 85' MWD 19' it' 30' 10' 85' MWD 19' 1l' 30' 10' 85' MWD 19' _ 1P' 30' / ti CA 14' — CA 14' i i i''— FUTURE FUTURE �E\�Q��e\.g_o\• •/ / iIIIi 1 DIAN �•� —iiiI =11 �iIIIii — '`,'�E DIAN FF—msAq's2_>>' T181' 9► �103.' ti2' 65' 32' 7' 18' 2SHOULDER 65' 32' 7' 18' 2SHOULDER 1 4 / T TRAIL20' TRAIL -6 20 \ <SIDEWK 2.0 1.7s ? Q SIDEW LK ?� N 2_0279 PROPOSED \\� W�.S/. FUTURE SURFACE STA 51+ 0.00 STA 55+ 0.00 PROPOSED STA 60+1. o.00 2.0% / FUTURESURFACE � ��,EXIST. GROUND EXIST. GROUND EXIST. GROUND \1� CA 14' CA 14' FUTURE FUTURE MEDIAN MEDIAN 65' 32' 7' 18' 2' SHOULDER 65' 32' 7' 18' 2' SHOULDER 2' 18' 41 5' 13' 2' tK Iv 20' TRAIL \> � SIDELK 8 79 1.7% 20' TRAIL 1SIDEWK . 2.0 PROPOSEDROPOSED ST W.S.2.0% FUTURE SURFACE FUTURE SURFACE STA 56 0.00 A 61+F0.00 STA 52+P0.00 EXIST. GROUND / FUTURE SURFACE /1 2.0% / _ 1� / EXIST. GROUND / EXIST. GROUND i ce_ CA 14' i i 1 i CA 14' I I - - i i MEDIAN i i 4 i i i MEDIAN 65' 1 32' 7' 18' 2' SHOULDER 2' 1 5' 7' 18 e 2' 2' 1 18' 2 5' 13' e 2' tK 20' TRAIL 8' SIDEW LK �0 / \ W'S \ �� \ PROPOSED \ PROPOSE I / / I W S 2.0% / / FUTURE SURFACE STA 53+P0.00 \ / / �F1iiUF�E SURFACE $TA 57+ 0.00 \\ / i / /// STA 62+b0.00 I / EXIST. GROUND PROPOSED \ / FUTURE SURFACE \ / / \ / EXIST. GROUND �1y EXIST. GROUND CA 14' i FUTURE DIAN 65' 32' 7' 18'I 2E SHOULDER i i // I 2' 18lop _10' 2' 20' TRAIL 8' T\ SIDEW LK T�>p ��o , , 9 © o� PROPOSED FUTURE SURFACE STA 54AID.00 \\ / / / STA 58+ 0.00 EXIST. GROUND / / i ,,1 �► i�� ''s PROPOSED \ / LEGEND FUTURE SURFACE 5" MIN. AC } r a \ .• ` '� _: r;� ''' DESCRIPTION OF REVISION DATE APPROVED 6" MIN. CAB EXIST. GROUND 0`L CITY OF RANCHO CU CAM ON GA i i i V 3' V—DITCH 0 20' TRAIL AREA i i i v i PROPOSED FINISH SUBAGE TRACT N0. 16113 — — — — — — — — — EXISTING GROUND 2' 18' 7' 18' 2' // T B TOP OF A.C. BERM STREET IMPROVEMENT PLANS WILSON AVENUE � T.C. TOP OF CURB STREET CROSS-SECTION '> r? V>1 . . T\ E•P• EDGE OF PAVEMENT APPROVED BY: DATE: ` W.S. ,�p / / WATER SURFACE �l —� �v�J RCE NO. 24953 _ \ � SCALE CITY ENGINEER � / � =3 Underground E Underground . — ' PROPOSED \ // HORIZ: 1 -20' DESIGN BY: RECOMMENDED Service Alert I �' FUTURE SURFACE STA 59+ 0.00 I \ I I VERT: 1"=4' (626) 914-6256 FAX (626) 914-5756 JED YHB & ASSOCIATES,INC � Q Call: TOLL FREE I i I \ i / i DRAWN BY: 1620 SOUTH GRAND AVE., GLENDORA. Ca 91740 SHEET Q �, -800 // \ // DC PLANS P EP ED UNDER SUPERVISION OF 10 OF 10 227"2600 i EXIST. GROUND \ _ R.C.E. NO. 43886 TWO WORKING DAYS BEFORE YOU DIG /// �• 1 CHECKED BY: DWG N0. / John Dierksen 1990 \ / JED Date DEC 2004 Exp. JUNE 30, 05 PROJECT SHEET OF