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HomeMy WebLinkAbout1034I VICINITY MAP TYPICAL HANDICAP RAMP NW WITERSECTIN6 41WRMl TYPICAL HANDICAP RAMP �IyMI MITERSECTIN6 ItCUCR� TYPICAL MANDMP RAMP M WIN INTERSECTI N6 4#_" TYPICAL HANDICAP RAMP iB6MlM10 NTER56CTw ETI TMOA 43 GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH ` ■': AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICA- _ _ TIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE IN THE -CITY OF RANCHO.. CUCAMONGA PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVE- MENT 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. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF 11 R/IN 44; RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. HIGHLA AV UE 4. THE STRUCTURAL SECTIONS SHOWN ARE MINIMUM. AT THE COMPLETION OF ROUGH GRADING, SOILS TESTS, INCLUDING "R" VALUES, SHALL BE TAKEN AND A - LOT F O -w a' 10. 1 �' 10. 4' ' O.s' MATERIAL REPORT SHALL BE PREPARED BY A QUALIFIED SOILS ENGINEER. THE I 1 � (5.35' S 3 1 2 3 S 6 j 6 9 IO II 12 i3RCrWN REPORT SHALL CONTAIN A PROPOSED STRUCTURAL SECTION AND SHALL BE SUBMIT - 2 I15 I so 0,28,TED TO THE CITY ENGINEER FOR HIS REVIEW AND EVALUATION. APPROVAL WILL 1,►1 13 �►' �-�vK._ BE GIVEN WHEN ALL STRUCTURAL SECTION REQUIREMENTS HAVE BEEN MET. e Z C ROAN R Cp T I - 5. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, 1 OR CROSSINGS SHALL 8E CONSTRUCTED PRIOR TO PAVING. > 144 `2T 26 2S 24 23 22 21 20 16 f 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING 19 • 113 IS Ij IIT R!" 9 UE • 62 ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE y 1 3 I 3 7 CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS 142 BASIL STREET �L•) SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE 2S 29 39 31 32 33 31 33 36 37 14a PLACEMENT OF BASE MATERIALS AND/OR SURFACING. CAMPHOR COURT 7. AT THE COMPLETION OF PAVING, A MATERIALS REPbRT SHALL BE SUBMITTED TO O II3 R155 4 CARISSA COURT THEVERCITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO I10 134 133 ' � RT 119 w MAN CORIANDER COURT (A) R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. O 139 4143 42 Ai z 5' 8. WHEN ASPHALT CONCRETE IS PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY Ir 135 132 IS N 150 O.W 4' 10.1' S.ss t 535' tn' a' MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH 1 ,Ia .i. M _ PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE 'ADDITIONAL EDICATIO N•. LY. I 2% o. Is. FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE �►"T.ISy. ---z- o yr u 1,-. Ft. -�_ - 14. MATERIAL. 'THE SEE SHEETS 94IoFOR 2' DRIVE LOCATIONS i 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE DEYELOPER FROM RESPONSI- __� n 7F _ BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL *.SURVEY 4LCONST Sly. CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPT - 1 3 T.1. 5.0 I ELY 3 MW SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE R -VALUE aG2 NOTE'L) 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD -FREE, ARASIS PLACE "LMIA STREET 22' a'r,, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON SEVILLA PLACE CAMASSIA COURT SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE REQUEST OF THE INSPECTOR. 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR CORIANDER COURT SANTOLINA PLACE AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND MUTTER, GAS, PHONE, EXIST. TREE ROW (PROTECT IN PLACE) LAT7u' 4 Tl7 TH E ELECTRIC OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY fi15DR75FDH1N6E PT E- LY. OF THE OWNER, AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT 130, Exl TRAPv Ww ORDINANCES AND STANDARDS. 23 C-XIMST. v' . 2a EXIST PAWT. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF Io' + WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 8' FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER _ S EXIST I OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 1 lcaa_ F10cK Cu 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE INSTALLED. InICHINGE PT SEE 6RAOIN6 PLAN8� 8, eA HINGE 14. ALL REQUIRED STAKES SHALL BE SET BY THE PRIVATE ENGINEER. SEE SHEETS 94IoFOR 2' DRIVE LOCATIONS �I ETIWANDA AVENUE 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40 PERCENT, SHALL BE AND DE'TA1Ls REPLAAC.E.W)vZ-8. STAKED WITH 3' OFFSETS AT 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL *.SURVEY 4LCONST Sly. EXPANSION JOINTS. VARIARLA• MW 16. SUB -GRADE STAKES, DRIVEN TO THE PAVEMENT SUB -GRADE ELEVATION, SHALL BE VAR ' 22' a'r,, To SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL BE SET AT ALL HINGE LAT7u' 4 Tl7 TH E POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION IC17Y AND AT NOT MORE THAN 50' INTERVALS. ADDITIONAL STAKES MAY BE NEEDED AT • WARPED OR VERTICAL CURVE AREAS, SUB -GRADE STAKES SHALL BE IN PLACE PRIOR • oe4' tom. I_ TO PAVING TO PERMIT SPOT CHECKING OF SUB -GRADE BY INSPECTION PERSONNEL. - s _ Z- _ _�_-___ Z 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT -- - `` _" I PAD 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 R -VALUE =62 PAVEMENT WIDTH PRIOR TO PAVING. 2 7.I.s 8.5 2 6 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVE- 1416HLAND AVENUE NIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK NSTTO STA. 130+00 tsuRvEY "M STA: 123+E CO3 s� REQUIRED BY ,THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE CONSTRUCTION NOTES t s"«1 wv.I• LUl A 1 TVAFtI^Skk C 29• .) d 41, Toz OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. lo'.5'._22' 2' 4' LAHD5C4PE 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SfWFR SYSTEM AND ESTIMATE OF 1 CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. 21b9 152 S.F. I 4 �T TOTNE ' �( INDICATES STREET LIGHT LOCATION ICITY QUANTITIES. 2 CONSTRUCT 33'4" A C.CIVER 5" CLASS II A.B. (HIGHLAND) . 6,513 S.F. 20. STREET MARKERS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 009.0006 INDICATES •NUISANCE FLAWS ONLY oar SHALL BE CONSTRUCTED AT EACH INTERSECTION. �. �. " � :1. , 3 CONSTRUCT 6" CURB W/Z4 GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. 1 I, 169 L.f. DESIGN STORMS WILL FLOW THROUGH I _ I '! I v sly 2 _ 21� _ -y,__ Z 217 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE PAVEMENT ALL NOT BE PLACED 4�CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO C JCAMONGA STD. 301. 418 LA -it I r� - _ - I UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, 55 CONSTRUCT G' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONC-7A STD. ',508. 6 184 S.F. ALL ON-SITE IMPROVEMENTS COMPLETED AND ALL UNACEPTABLE PARKWAY AND ROADWAY i PAC IMPROVEMENTS REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 6 CONSTRUCT 8" CURB W146" GUTTER MODIFIED PER CALTRANS STD.N6A(AZ-8). 1,235 LF INDEX MAP8 1 CZI`,Ml fn- T 4' WIDE -:SIDEWALK PER CIT`( OF RANCHO CLICAMONGA STD. 310 I< 311. 41,5139 S.F.I•..2 2 2 6 4 EATH CURB 4 GUTTLIEDf 8 TRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 4 511. 6,210 S.F H1OHLAND AVENUE 9o --CONSTRUCT SIMWALK ACCESS RAMP PER CIT`f OF RANCHO CUCAMONGA STD. 310. 24 EA. 11.% 8.S'- R-VALUE=62 CONSTRUCT WTO 8" CURS ONLY TRANSITION 261 L.F I�- --- CONSTRUCT CURB OUTLET PER CITY CIP RANCHO CL>CAMON60k STD. SOCo. 2 EA. FROM STA. 132+00 TO ETI WAN DA 11 CONSTRUCT G" CONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAWIONPA STD. 305. _ 11, 04$ S.F. @--- CONSTRUCT 18" R.C.P. (1250 D) 13 S EA. NOTE: SECTION BETWEEN STA.130+00 E STA. 132+00 IS VARIABLE TRANSITION 12 CONSTRUCT G" CONC. DRIVEWAY APPROACH (16 ' WIDE) PER CITY OF RANCHO CUCAMONGA STD.'505. - 4,558 SF 0 �--CONSTRUCT CATCH 5AS1N NO.I PER CITY OF RANCkAO C;UC.AMONGA STD. 502.._ 1 EA. FROM TILT SECTION TO CROWNED SECTION. 13 CONSTRUCT LOCAL DEPRESSION PER CITY OF,RANCI.40 CUCAMON(SAk STC?. 518.(MWNFn,) 2 EA. &-CONSTRUCT CONCRETE CAP FROM TOP OF PIPE TO sa TOM OF PAVEMENT. I EA - 14 INSTALL STREET NAME S16N PER CITY OF RANCHO CUCAMONGA STD 401.4 402. 1 1 EA. REMOVE REMOVE EXIST. TV C.M.P i EX15T. HEADWALL.. ' 40 L.F. 5 INSTALL STOP SIGN PER CATV OF RANCHO C JCAMONGA STD. 401 j 402. 2 EA. ®--r CONSlTWIC7 CONCRETE PIPE COLLAR. I EA. I6 INSTALL STREET LIGHTS. ( 5300 LUM I NS -15Y OTHERS) 50 EA. --CONSTRUCT 18"X 29" CORRE5ATED METAL PIPE. 63 L.F. � TI REMOVE 8"CURB 9 GUTTER.4 1' (ONE FOOT)OF EXISTING AC.(SAW CUT). 261 L.F �--CONSTRUCT EQUESTRIAN CURB • GUTTER PER CITY STD. NO. 813. MODIFYTOg•C.F. 3,13S L. F. 18 REMOVE PAVEMENT. 2,100 Sf. I INSTALL COMMUNITY TRAIL. FENCE PER CITY STD. NO.IPI(3 OR APPROVED EQUAL. 3, 150 L.F. r -AOWST MANHOLE 113 GRADE. ?Z EA. @-CONSTRUCT G" D.O. EQUESTRIAN 'TRAIL SURFACING 39,400 SF ADJUST WATER VALVE QOVER TO eRADE . �-CONSTRUCT W WIPE SIDEWALK PER CITY STD. NO. 311. 9, 120 S.F. CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CUCAMON6A STD. SM. 1 EA. W --CONSTRUCT SIDEWALK RAMP PER CITY STD. NO -1510. 2 EA. STREET TREES (SEE LANDSCAPE PLAN). �--CONSTRUCT EQUESTRIAN GATE PER CITY STD. NO. 1012. 18 EA. @--MAIL 80% -SEE LANDSCAPE PLAN 4 DETAIL HEREON FOR T� 'TYPICAL LOCATIONS. - COLD- PLANE' EXISTING PAVEMENT- X1'4" MIN. DEPTH OF REMOVAL 10,916 SF. 4 CONSTRUCT 6" CONC. DRIVEWAY APPROACH (12' WIDE) PER CITY OF RANCHO CUCAMONGA STMS06(MOV) 2-13 S.F. LEGEND 25 CONSTRL]CT A.C.OVERLAY .(HIGHLAND )(I'MIN.)44,652 SA - �CONSTRI.IC.T AC OVERLAY (ETIVimbim %(1'MiN ) CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND 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 OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE Or THE OWNER OR THE ENGINEER. 2-7,804 S.F. Lu CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION: Q --CONSTRUCT 1 -WIDE, 4" CONCRETE W1 MEDIUM BROOM FINISH - 131 KE PATH. 1,9 19 SF. 6" OR 8" CURB & GUTTER 28 REMOVE EXISTING ROCK C.UR54SAWOIT EXISTING A.0-PAN7 A RMADVA 4 DISPOSALCF EXIST. PAV'T. INC211DEDi 11312 LF ® GENERAL TELEPHONE COMPANY: (800) 422-4132 A.C. PAVING OVER A.B. 29 RELOCATE EXISTING L16HT POLE. 2 EA. out ocust CONSTRUCT SIDEWALK (WHEELCHAIR) ACCESS RAMP PER CAL -TRANS STD. NA -5 1 EA. P.O. Box 2920 INSTALL STREET LIGHTS (c)500 LUMINS- BY OTHERS) 6 EA. STREET NAME SIGN LOCATION Pomona, CA 91766 433 NMsma INSTALL STREET LIGHT (21500LUMINS-BY OTNERS) I EA.- - STORM DRAIN LINE (SEE STORM GRAIN SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-2889 * E•9 -3o-99 � CONSTRI)GT COBBLE CURg4GUTTER PER CITE OF RANCHO CUCAMONGA STD. :SO -7. 1,324 L.F.PLANS FOR CONSTRUCTICO DETAILS) CIV1V- �C3OIVS1RlJCTCZf5SLF COKIS GUTTER PER CJTYOF RANCHO A S -TV 50-T.CVARMASA_E RM6HT TO MEET EXISTS 48 L.F. East Bi Street (714) 529-2070 s� Qi ----03 STRUCT GNMWC.DRIVEWrAY AP1'ROACH(16' WIDE)FM CITY OF RANCHO CUCAMON6ASTD. 306(MODIFIED). 4.260 S.F. L__J Brea, CA 92621 OF Q- UCT ASC- OVERLAY- CETIWAN DA) -CFEP-,MMTO MEET EXISTING) 11,984 s.F ---- CROSS GUTTER 6 z3 -w CUCAMONGA CO. WATER DISTRICT: (714) 987-2591 _Az*�vz/4?.• TRACT BOUNDARY, SUBDIVISION BOUNDARY an Bernardi no RoadC,ATNER/NEA.CONNEA! RCE34 ...q•9.5 �LLIAM LYON - Rancho Cucamonga, CA 91730 p -1�t+ STREET LIGHT EXP 9-3o-99 8540 ARCHiBALD AVENUE 4" PCC SIDEWALK . . • ; • ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SUITE B �� BARRICADE SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE + LOCATIONS ARE APPROXIMATE. AND SHALL BE CONFIRMED I" THE FIELD BY THE RANCHO CUCAMONGA, CA. 81730 TEMPORARY PAVEMENT AT END OF STREET CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR (7141 980-2244 GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED T,0 TAKE DUE (l PEDESTRIAN RAMP PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES LOCAL DEPRESSION AT CATCH BASIN 'NOT OF RECORD OR NOT SHOWN ON THESE PLANS. CHARCHOI HARTMAN & ASSOC. BENCH MARK: 137 ELEV. 1319.531 SOUTHERN CALIFORNIA EDISON COMPANY: (714) 986-5861 " PLANNING • ENGINEERING • SURVEYING R.R. SPIKE IN SOUTH 810E OF P.P. 000. �O. FIRE HYDRANT1351 Eastrands Street 25201 PASEO DE ALOGIA • SUITE 100 1019753E ON NORTH SHOE OF �ASELIME --- --- Onteri o, CA 91761 . _�_._ .W - --. -_� - ----- •- -- &I r �i�� • iS .� . IME on. s��tir iSEEM DESCRIPTION OF REVISION DATE _m ME mmom `a ME CURVE DATA CITY OF RANCHO CUCAMONGA 1llUll111ll1 ME INN 11M ME mill 0 m own 0,1111110 T --EEO= MEN 0 ME Iii SEMENrte: —. STREET IMPROVEMENTS Aa-- 94.38'02 , _k iME 29.28' �-- 8' 13'346 " 818.00' o S6.6W Go-- 8-13' 36" 800.00' 114.15-7- 53.53' CORIANDER COURT po-- '1'09'31 " '182.00' 91.10' ASAT' Ea-- 82' I S' 34" 21.00' 38: Ko' 23.58' CONSTRUCTION NOTES CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. CONSTRUCT A .C. OV ER A.S. PAVEMENT. CONSTRUCT G" CURB W1?W GUTTER PER CITY OF RANCV40 CUCAMONGA STD. 303. CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT G` WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 311. -CONSTRUCT S' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 1 311 . CONSTRUCT SIDEWALK ACCIESS RAMP PER CITY OF RANCHO CUCAMONGA STO. 310. -CONSTRUCT 6" TO 8" CURB ONLY TRANSITION . "CONSTRUCT G" OONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. CONSTRUCT G" CONC. DRIVEWAY APPROACH (Ko' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305• CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STO. S18. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.1 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 i 402.. INSTALL STREET LIGHTS. 5800 L.UMINS (B`r 0-TRr=RS) REMOVE 8" CURB * GUTTER. REMOVE PAVEMENT. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE OVER TO GRADE . 9 1 DESCRIPTION OF REVISION DATE CITY APP D. CURVE DATA CITY OF RANCHO CUCAMONGA p R L T STREET IMPROVEMENTS Aa-- 94.38'02 27.00' 44.60' 29.28' �-- 8' 13'346 " 818.00' 11-1.4V S6.6W Go-- 8-13' 36" 800.00' 114.15-7- 53.53' CORIANDER COURT po-- '1'09'31 " '182.00' 91.10' ASAT' Ea-- 82' I S' 34" 21.00' 38: Ko' 23.58' �- 9s'48'31 " 2"1.00' &G.W 31.s1' TRACT NO 13027 GO— 300x0'22" 3018.00' 16 3.cc►' 61.3' 18 �— 306'22 " 0 30000' 162.64' 81.34' � APPROVED B DATE - JO— 'apOXo' 22" 2982.00' 161.66' W.85✓ CITY ENGINES R.C.E. N0.23889 �— 3023' 38" 3018.00' 118.11' 60).41' DESIGN RECOMPDED ba La— 3013'38" 3000.00' Ill 10' 88 88' JRC THE SUPERVISION OF: Sell -S' 38" 298200 116.64' 88.S4! SHEET DRAWN No-- 0o-- (00'00" 5 210.00'00" 11200' 36.00' 29.32' 139:2 ' 14.'15' — CHARCHOUHARTMAN & ASSOC. MDS-Wr7E 2 OF 14 PLANNING 9 ENGINEERING • SURVEYING �i.CHARCNOL t ION: 12-31-89 DRAWING NO. CHECKED 26201 t•AaEO DE ALlCIA • 8lJITE 100 - LAGMA WLs. CALWORMA 92663• (714) 661-4601 COH R.C.E. N0.22821 DATE5 1� FILE NO. 1034 1 14 do CONSTRUCTION NOTES APPROVED BY DATE 4o G CITY ENGINEE e R.C.E. NO.23889 CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. PREPARtD UNDER THE SUPERVISION OF: RE MENDED 0'r CHARCHOI/HRRTMRN &RSSOCa DRAWN Mos . C� • CONSTRUCT A .C. OVER A .S. PAVEMENT. PLANNING • ENGINEERING • SURVEYING 20201 MOiEO of ALICIA • awrrf too _. LAGMA NIL.LSf CALIFORNIA 92603- (T 14) 601-4501 G lKR-CHARCHOL PIRATION : 12-31-89 R.C.E. N0.228'll . DATE &/l/"IO34 FILE NO. CHECKED COH DRAWING NO. CONSTRUCT 6" CURB W124" GUTTER PER C[TY OF RANCHO CUCAMONGA STD. 303. INN CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT G' W IDE CONC. CROWS GUTTER PER CITY OFL RANCHO CUCAMONGA STD. 508. weid CONSTM. CT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 311. -CONSTRUCT S' W IDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 f 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. CURVE DATA -CONSTRUCT r,"70 8" CURB ONLY TRANSITION . e R L T -CONSTRUCT G" CONC. DRIVEWAY APPROACH (?a4' WIDE) PER CITY OF RANCHO CUCAMONGA '.STD. WS. CONSTRUCT G" CONC. DRIVEWAY APPROACH OG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS- a-- 210.0000 38.00' 139.28' — CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CLICAMONGA STD. S18.(MODIFIED) �— 15`0000 I I2.00r 29 32' 14. -TS' INSTALL. STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. Ca--- 11. 14'49" 158.00' 11& 1-1' 11495' sMMMOMMMMMMM ME 0 MM No NONE moommm INN 11. 14'49" 116.00' 233.59' 111.68' INSTALL INSTALL STREET LIGHTS -580o LUM1N5 (BY OTHERS) Ea— .4z 194.00' 15.49' REMOVE 8" CURB * GUTTER. o-- Ell �,OO' 39,p3' - REMOVE PAVEMENT. Ga-- 90'S2' 13 21.00' 42.82' 21.41' A T+D C-1RAOE o --- 9"49'46• 194.00' 136.22' 68.18' . ADJUST WATER VACOVER TO GRAM • JO•-- 9648' 3 I • 21.00' 4fa 56' 3 1.5 IVALVE CONSTRUCT CURB OUTLET PIER OF RANCHO CITY ORANA 6 CHO CUCAMONGSTD. 50. a— g2• IS'34" 21.00' 38. -fro' 23.5 MEE mom - - Nimbi sommossommommomom KIM Ve 1: OEM MEN M 10 0 f alaMEESEMl _r��•/ �Ir�� i�tL(_� ! S wt.�t_� �id 'r. ��2+� li..� tiffs ' I.t i r� 's MEMNON1' �i ' • • i ; ,1 = 1��2: a'1 r ' ;MOM r . _— 111 r• Il IN 4 rso -&ME. 6 WE Am mom W=llWW Emo�mmomms mo�mm�m=m MO 1 01111111K.1 I M i i ��� k •li - ter. -a �_ iii. :sso 0 m�om mom_ _ ' 1 ' �" i ��so .�s lil mom ME 1111111MEMMEME 0 EMMMEMMMMMM W _ F07p -&N VIA 1 WN lMMEMMMffMMMMMOM =MONSONSEEMEMOSEN...4. .iL3� tf ! ri =,. ! R. /.A .. S - _ ♦i ^, J �= .�� �� MOM ^� IJissl III, 1 1f 11� t1 nom-son6� i ME MM NESEENESEENESEE mom_= soEM •�� �1� •\ • so mom MMMMMM�M ME-pro_�� SM MM i - NONE E=MMMMMMMMM NEON 111110 Mo MM qvw4 NEON ME MEMO FIN so ME �i :mss' e- L r ME mom�� ONES•. 1 j, 11 : pow WWI /a N ..: on MEMEMEEMS- -,�_ '� •� `' '' IILE 1 SIA . ���-:.�-��_����5•,�/•'Ll.i' MIA �_. �� �•, - 1�'r.• 0 �� ':y �'�'� �lrtl j' a Ell �� %.�G=fit �i 1 •.c 0 mom �, i�1't! F9 i Mo tr�� T. • �i� • %= = 1 f 9 ,.v . R. ." 'F► as - i I ' ,s -• ��.• i� -WA-IISS - .rte ONES =EMMONS momt 'Ilf'. "•� j� 11 �1Lso 1 a � �ll�s� ��' ��- �! �i �' � i �r�` a.. �Y v�} ``+� �.,,` �4 is 3 •' j- � �. _ 11111MIMEN mom =0 MEMO M1, ` _ �� i i V, �� i .ice• S, r� .� !' so M SM ION •� MEE � • � . mom �_i%sm � ! 'v \Y MlIIIlIIIIlIlM=- .SIM . e ;. .. , rte r• ].r .i >•. �' • - -Al 14 do CONSTRUCTION NOTES APPROVED BY DATE 4o G CITY ENGINEE e R.C.E. NO.23889 CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. PREPARtD UNDER THE SUPERVISION OF: RE MENDED 0'r CHARCHOI/HRRTMRN &RSSOCa DRAWN Mos . C� • CONSTRUCT A .C. OVER A .S. PAVEMENT. PLANNING • ENGINEERING • SURVEYING 20201 MOiEO of ALICIA • awrrf too _. LAGMA NIL.LSf CALIFORNIA 92603- (T 14) 601-4501 G lKR-CHARCHOL PIRATION : 12-31-89 R.C.E. N0.228'll . DATE &/l/"IO34 FILE NO. CHECKED COH DRAWING NO. CONSTRUCT 6" CURB W124" GUTTER PER C[TY OF RANCHO CUCAMONGA STD. 303. CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT G' W IDE CONC. CROWS GUTTER PER CITY OFL RANCHO CUCAMONGA STD. 508. CONSTM. CT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 311. -CONSTRUCT S' W IDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 f 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. CURVE DATA -CONSTRUCT r,"70 8" CURB ONLY TRANSITION . e R L T -CONSTRUCT G" CONC. DRIVEWAY APPROACH (?a4' WIDE) PER CITY OF RANCHO CUCAMONGA '.STD. WS. CONSTRUCT G" CONC. DRIVEWAY APPROACH OG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS- a-- 210.0000 38.00' 139.28' — CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CLICAMONGA STD. S18.(MODIFIED) �— 15`0000 I I2.00r 29 32' 14. -TS' INSTALL. STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. Ca--- 11. 14'49" 158.00' 11& 1-1' 11495' INSTALL STOP SIGN PER CtTY OF RANCHO CUCAMONGA STD. 40t 111 402. Do--- 11. 14'49" 116.00' 233.59' 111.68' INSTALL INSTALL STREET LIGHTS -580o LUM1N5 (BY OTHERS) Ea— I.01'04' 194.00' 15.49' REMOVE 8" CURB * GUTTER. o-- x,•49 -,qg" �,OO' 39,p3' 23.82: REMOVE PAVEMENT. Ga-- 90'S2' 13 21.00' 42.82' 21.41' A T+D C-1RAOE o --- 9"49'46• 194.00' 136.22' 68.18' . ADJUST WATER VACOVER TO GRAM • JO•-- 9648' 3 I • 21.00' 4fa 56' 3 1.5 IVALVE CONSTRUCT CURB OUTLET PIER OF RANCHO CITY ORANA 6 CHO CUCAMONGSTD. 50. a— g2• IS'34" 21.00' 38. -fro' 23.5 CONSTRUCT 18" R.C.P. (12'30 D) CONSTRUCT CATCH BASIN NOA PM CITY OF RANCHO CLX'AMONGA 5170. SO% CONSTRUCT CONC. CAP FROM MP OF PIPE TO BOTTOM OF PAWT. CARISSA COURT SEE SHEET N0.4 ARS BIS PLACE 4�� �0 L.= eO.'1W T = a 1.10' DESCRIPTION OF REVISION DATE I CITY APP D. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS ARASIS PLACE TRACT NO. 13027 -DETAIL *W APPROVED BY DATE 4o G CITY ENGINEE e R.C.E. NO.23889 DESIGN JRC PREPARtD UNDER THE SUPERVISION OF: RE MENDED 0'r CHARCHOI/HRRTMRN &RSSOCa DRAWN Mos . C� SHEET 3 OF 14' PLANNING • ENGINEERING • SURVEYING 20201 MOiEO of ALICIA • awrrf too _. LAGMA NIL.LSf CALIFORNIA 92603- (T 14) 601-4501 G lKR-CHARCHOL PIRATION : 12-31-89 R.C.E. N0.228'll . DATE &/l/"IO34 FILE NO. CHECKED COH DRAWING NO. 01011 dwon' 13'' 21.00' 42.62' 21.411 32'4048„ PREPA&D UNDER THE SUPERVISION OF: 2'i.00' 130!.03' 23.62' DRAWN MDS-WGE SHEET 4 OF 14 - PLANNING • ENGINEERING • SURVEYINGK 25201 PASEO DE ALICIA • SIATE 100 =..a LAMINA HILLS, CALIFORNIA 92869•(714)651-4601 R.CHARCHOL ORATION: 1241-89R.Ci.E. NOATS T DATE 6/1111(y FILE NO. CHECKED COH DRAWING NO. 1034 M1 �• ! 1 : ' • ' . • OEM MEN ME iii ' - ►�!'� :; ..... s . - :. • , Iff , ME IM �r .- --� ' L- MEMO on MMmmMMMMMEMMEM ISSOMMEEMEME 71111111111 Ron EM ME ME MENESEEMENOM &ROESEMEN 0 7 O �, 1111111�III IIIS� O O MMM MEMMEM MEMEMEMEMEM. �1` ��OMNI iii i mil y Omni= 11111111 in=- igiow" w MEN ROM NINE on ME NEE1111111011111111M 1� \NEE 1'omImmlI B 1. MR NONE �m�m 11110 mMMMMMMMMMMMMM.11 1•. ..1 _ .p MIMS � ,7 .V [� EESE MEMO _M mommosommosommom ME ME M i� i. ` ' it - ►'i�� ►. _ =� ME OEM MEMEN ETA mmmmm 00 ro �;Mm _�_ • E 0 Ea MEMEMEMEMOMMEME ME � r �_ EE _ i ,; MEEN MEN L .. IN P No M F41111111111111111 Of 11 1111101WIS L;1 a NEE . , i sm NONE MEE MMmMmMMEMM NEE NEE MEM ME ME � MENNEN soon MM NEE M ME NME OEM M ccO IN EMENEENE MM no No NEE MENEM MEMEEMEM ME ME E MEN MEN MEMOS_� _M NONE so _ __ MEQ - -um o-s MOEN omo ___ _�! M__=MENNEN ME mmmmmmmmmmmmm•- I. goNsTRucTtaN NOTES CONSTRUCT 3" A.C. OVER V A.B. PAVEMENT. CONSTRUCT A .C.OV ER A .8. PAVEMIEW. CONSTRUCT G" CURB W124" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303 . CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301 . CONSTRUCT G' WIDE CONC. CRC5S GUTTER PER CITY OF RANCHO CUCAMONGA STD. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 311. CONSTF4= 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 1 511 . CONSTSIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. CURVE DiATA RUCT CONSTRUCT G" TO 8" CURB ONLY TRANSITION . CONSTRUCT G" 031'-C. C. DRIVEWAY APPROACH ON WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. R L 7 CONSTRUCT 6" CONC. DRIVEWAY APPROACH (IG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. S0� 900`58" 2518.00' 396.23' lal9.5'J� CONSTRUCT LOCAL DEPRESSION PER CITY OF RANO 40 CUCAMONGA STD. 518. a— 4P3G %41. 2500.00' 201.28' 100.10 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 40t .1402. Go-- 3"3G' IG" 2492.00' I S4o.14' 18. IO' INSTALL STOP SIGN PER CITY OF RANCHO CL>CAMONGA STD. 401 # 402. 0�-- 9 42'28" 21.00' 41. 26.40' INSTALL STREET LIGHTS -5600 LUMINS (BY OTHERS) `3� `�" 21.00' 44.0011`' 28.65' 4 2 REMOVE 8" CURB #GUTTER. �-- 4' 11 " 250000' 192.12' a!(c. 1 I' REMOVE PAVEMENT. a— 3' 18'34' 2482.00' 143.30' -11.1d ADJUST MANHOLE i0 GRADE. ON ---- 9000'58" 2.s00.00' 393.40' 191. 111 TOTAL OXWE ADUUST WATER VALVE COVER TO GRADE • Ja— 15000100" 112.00' 29.3'L' 14.'75' �— 210600'00" 38.00' I SSAS' L�-- dwon' 13'' 21.00' 42.62' 21.411 32'4048„ PREPA&D UNDER THE SUPERVISION OF: 2'i.00' 130!.03' 23.62' u CARISSA COURT DESCRIPTION OF REVISION DATE CITY APP'D. [CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS CARISSA COURT TRACT Nq 13027 APPROVED BY DATE CITY ENGINE R.C.E. NO.23889 DESIGN JRC PREPA&D UNDER THE SUPERVISION OF: Rabb s ENDED CHARCHOLMARTMRN St ASSOC. Q. DRAWN MDS-WGE SHEET 4 OF 14 - PLANNING • ENGINEERING • SURVEYINGK 25201 PASEO DE ALICIA • SIATE 100 =..a LAMINA HILLS, CALIFORNIA 92869•(714)651-4601 R.CHARCHOL ORATION: 1241-89R.Ci.E. NOATS T DATE 6/1111(y FILE NO. CHECKED COH DRAWING NO. 1034 ( j �If. r. ���. f.rJ♦...�.ffff.�.�.��Kim 0 �.f�.fff��i.��JJI���f�� � �� s==�� 1:= J I •� � III 1 ..fir= r .lir= v ■ .� ••Mill i.• � � I�� • CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. � • I L _ '� ' �i �, r i i.nt � � � � �� _ v o 1� ! r* Y7. lii I+ 1{ ! • ►►1..1 •{�1�i�j lli li! � � � MEN: _ CONSTRUCT 6" CURB WI2a" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. SEEN 0 •. .. ; .f��►. I_ ^�-•=if •.t% �_r_ \ • I= = =Y ..11� r C ti�•�� II_Fit ..s 1-1 CONSTRUCT G WIDE 0014C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. nl _ M4 1 - = .rs :1• �`.(� i � ll• : 1+1 - 1 . �► Vvs I /' - u. 111 •1 � ��,I� CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. S10. __-__-- !�`�. ,� :: �If. r. ���. f.rJ♦...�.ffff.�.�.��Kim 0 �.f�.fff��i.��JJI���f�� � �� s==�� 1:= J i • i)I''1 - li li 1. 1 l til ' . 1i �� 9� • •'/!i CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. •I • Jd � i.nt � � � r* Y7. lii I+ 1{ ! • ►►1..1 •{�1�i�j lli li! � � � MEN: _ CONSTRUCT 6" CURB WI2a" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. SEEN 0 •. .. ; .f��►. I_ ^�-•=if •.t% �_r_ \ • I= = =Y ..11� ..1� ti�•�� CONSTRUCT G WIDE 0014C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. - 1 - = .rs :1• �`.(� i i•"Z -CONSTRUCT 5' WIDE. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 4 511 . CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. S10. {_ it •• -tr � i t � �IL/ •frN ,_ � 111 � iH • ' r �...` ...., :. •._...� 111 po' CONSTRUCT W TO B" CURS ONLY TRANSITION . 6 1' L � p R L T CONSTRUCT G" CONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. Aa-- N -_.� NO w 21.00' ME FF RO-- 90'00' 69` 27.00' 42.42' STOP CONSTRUCT Gr CONC. DRIVEWAY APPROACH ( ISO' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. $ 93'23'40" 21.00' 44.01' 28.65' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMON6A STD. SIB. �- 100.45' 36" 27.00' 41.48' 32 61' KA INSTALL STREET NAME SIGN PER CITOF RANCHO CUCA.MONG A STD. 401.4 402. Y oil 10-08-20" '482.00' 85.29' 4138' TO--- eg'4'Z'ZB' 27.00' 4 1. Ba 26:40' INSTALL SP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402. o-- 40'�' 500 .00' 39.99' 20.00'SMP INSTALL STREET LIGHTS.- 5800 IUMINS (8Y OTHERS) Ea- 16.18'59" 500.00' !I Pap 71.68'F REMOVE 8"CURE #GUTTER. 20'53'56" 500.00' 182.38' ' 9224' TOTAL CURVE REMOVE PAVEMENT. 4A APM 20.53'56" 518.00' 189.941 95.53' ADJUST MANHOLE 110 GRADE. �- 20053'56" 618.00' 225.42' 113.98' AD.JUST WATER VALVE COVER TO GRAM • JO- 20.53' S6" --600.00' 218.85' 110.66' Ka- OEMiME 1;.I. • .�f�.�f�.ff�fff�fff�if��♦1 107.34' a- 210'00'00" 38.00' 13928' - . 1500'00" 112.00' � 1415' Na- 11041'01* 222.00' 4527' . rs qMMMMMM lmm iil ,1_. 11 it ii �� 116 ' � ,_ �� �- � _ _ ' -� � _ .�L - / ■ �[ H a i ter+ 4894' r i- _ n soommm _0 .i �• i" �� (+ !f r • �•._ • 1�' ri Ri _ 52.61' 2640' I.li, EESEEN r. .e 42.40' 269'9' _ ii , 1 limilli M ME 0NEE MMs 1 AA m ME a CONSTRUCTION NOTES CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. CONSTRUCT A .C.OV ER A .B. PAVEMENT. CONSTRUCT 6" CURB WI2a" GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. CONSTRUCT 6'* CURB ONLY PER CITY OF RANCHO C.UCAMONGA STD. 301 . CONSTRUCT G WIDE 0014C. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMON6A STD. SIO t 311. -CONSTRUCT 5' WIDE. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 4 511 . CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. S10. CURVE DATA CONSTRUCT W TO B" CURS ONLY TRANSITION . 6 R L T p R L T CONSTRUCT G" CONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. Aa-- 190000,00" 21.00' 42.41' 27.00' RO-- 90'00' 69` 27.00' 42.42' STOP CONSTRUCT Gr CONC. DRIVEWAY APPROACH ( ISO' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. $ 93'23'40" 21.00' 44.01' 28.65' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMON6A STD. SIB. �- 100.45' 36" 27.00' 41.48' 32 61' INSTALL STREET NAME SIGN PER CITOF RANCHO CUCA.MONG A STD. 401.4 402. Y GQ- 10-08-20" '482.00' 85.29' 4138' TO--- eg'4'Z'ZB' 27.00' 4 1. Ba 26:40' INSTALL SP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402. o-- 40'�' 500 .00' 39.99' 20.00'SMP INSTALL STREET LIGHTS.- 5800 IUMINS (8Y OTHERS) Ea- 16.18'59" 500.00' {42.39' 71.68'F REMOVE 8"CURE #GUTTER. 20'53'56" 500.00' 182.38' ' 9224' TOTAL CURVE REMOVE PAVEMENT. GO- 20.53'56" 518.00' 189.941 95.53' ADJUST MANHOLE 110 GRADE. �- 20053'56" 618.00' 225.42' 113.98' AD.JUST WATER VALVE COVER TO GRAM • JO- 20.53' S6" --600.00' 218.85' 110.66' Ka- 20.53' S6 582 AO' 212 29' 107.34' a- 210'00'00" 38.00' 13928' - 1500'00" 112.00' 29.32' 1415' Na- 11041'01* 222.00' 4527' 2211' O�- 1104 1'01 " 240.00' 4894' 24.56' OP --- 1 I.4 101 " 25900' 52.61' 2640' 159" 59' OI" Z7.00' 42.40' 269'9' { CAMPHOR COURT DESCRIPTION OF REVISION DATE I CITY APP D. CITY OF RANCHO CUCAMONGA APPROVED B CITY ENGINEE DESIGN JRC DRAWN CHARCHOL/HARTMAN & ASSOC. kiDS - - PLANNING • ENGINEERING • SURVEYING CHECKED 25201 PASEO DE ALICIA • SUITE 100 p LAGMA HILLS. CALIFORNIA 02653• (7 14) 581-4501 COH STREET IMPROVEMENTS SEVILLA PLACE CAMPHOR COURT TRACT NO. X13027 Y DATE &ZAG R.C.E. N0.23889 & PREPARE UNDER RE90MM�NDED THE SUPERVISION OF: s. r SHEET 5 of 14 V' R.CHARCHOL RATION 12-31-89 DRAWING NO. DATE L / R.C.E. NO 2?Tn. 1434 FILE NO. Y NORTH VICTORIA CAMASSIA COURT ,CONSTRUCTION NOTES CONSTRUCT 3" A.C. OVER 4' A.B. PAVEMENT. CONSTRUCT A .C. OV ER A .S. PAVEMENT. ,CONSTRUCT 6" CURB W1?W GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. -GONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT G WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. / -CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 811. -CONSTRUCT 5' WIDE SIDEWALK PER CIT{ OF RANCHO CUCAMONGA STD. 310 111 31 1. CONSTRUCT S1DE�NlAL.K PCCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. S10. CURVE LATA -CONSTRUCT GTO 8" CURB ONLY 'TRANSI'TION. d R L T -CONSTRUCT 6" CONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 30S. -CONSTRUCT G" CONC. DRIVEWAY APPROACH (16' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305- A�-- 210000'00" 38.00' 139.28' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. 9�- 15000100" 112.0(Y 29.32' 14.TS' INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. Ga- 4005' 15" 462.00' 34.39' 11.20' INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402.. a-- 4'05' 15" 500.00' 35.67' 11.84' INSTALL STREET LIGHTS.- 58000 LUMINS (13Y OTHERS) 4005' IS" 5 18.00' 3695 10.49' REMOVE 8" CURB * GUTTER .FC-- 2.3048'13" 25,0,00' 101.19' 104.38' REMOVE PAVEMENT. GQ- 23048'13" 240.00' 99.11' SQ59 H 23048' 13" 222.00' 9223' 46 37 AIJIJUST MANHOLE TO GRADE . Ja- 95'005'02" T1.00' 44.81' 29.511 -AIJIJUST' WATER VALVE COVER 1n GRAVE. �- 15440'46" 21.00` 35.66 20.91' RELOCATE EXIST. ST. LIGHT. a- 90000159" 2'1.00' 4242' 71.01' -- 89059`01 " 21.00' 42140' 26.99 ON 80.54'55" 21.00' 36.13' 23,03' r - ti AlA 0 pORTF1 V cT0M w%DfM UOP 4• 11 !71 1['.11 1• Y! V St r w @ SEF SHEET NOS SEVILLA PLACE 1120 121 U 0� �I +°° 54 1 1'1 N L M 9 8 14 2+14.813 10 BASIL • 0+00.00 *.SEV I L + BASIL STREET SIE SHEET N01 SANTOLINA KXE- 4OW 23' 23' V o e TO 71 I 72 DESCRIPTION OF REVISION DATE CITY APP D. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS CAMASSIA COURT BASIL STREET TRACT NO 13027 APPROVED BY-- DATE &-Z-& CITY - - CITY ENGINEE R.C.E. N0.23889 DESIGN PREPARtb UNDER RECOMMENDED JRC THE SUPERVISION OF: C'�C r DRAWN SHEET IFArff CHARCHOUHARTMAN & ASSOC. MDs e4,Q . QQ 6 OF 14 PLANNING • ENGINEERING • SURVEYING K R.C14ARCHOL CHECKED X RATION : 12-31-84 DRAWING NO. 26201 PASEO DE ALICIA • SUTE 100 R.C.E. NO.228T1 LAGWA !ILLS, CAUFORIMA 92053• (714) 661-4601 COH DATE 5 FILE NO. 03'4 ' 91 I'Ej �I 1 �I� 6 - - • Illlll_F'�'•S.•fi���11'�I���� NOMMINE �.• iii iiiii OEM �omm�m ! • • • - • S,j�1���L.:Las�A�����.�"ir�■\-/\�[.--'�PL�� auee- MINES No so WE w SEEM on • � pm NAMES EEIIIIIIIIIIIIIII �{� •.rr y .�sll��1� � iii�l�ail�.i is i1�1 i J �l- [� • - • �" ! ` ■ _: 9i'4: - a. �■ _ . . i ii .v nils `+�i I • NONE[.1 `'SNI .r+ir, \! s a fl�• .�„� �`•?' imon 1 1\• _ �•, i?7 BEEN 'soon ;. .► . .1, ,• _ on t! 1' 1 ui ra �I.. !� I•I�1 J-.; '� i! '`I �1�1 111 �� 1� [side * • _ EMM ■-[ J 7 i���l�'�'J.-.L.'i��i � i , [ .. - �.• OEM+•MEESE i ` \w� >•i Ins FI-MERIE n: 1. ME ME __����� � _ 01=111111101 SEMEN n- : 'MIIIIIIIIIIIIIII on ■ ME . ♦ . 1� �a ' 1.�. t., r� ►' :111 �' A�`:' � � ,. s : s' ,_ .. i� 11 -�--------- � s._ .� ., � - s.s . • ��� 1� •,.- �C m�■ �: .7 a ! 1, �;. "' .'ra � �. 4 ..''. 1,[ s,.= � _ '�, a �^moi;, 1� s;- :•-a>�l�! �• 1•'� �[. 1.1 �: 1.1 Y1 •' • �� 1 ! 1 1 _ � I'1 �}. `'i 11[ '.1 f. 1 !sJIN •� " __ ./ ►_; Own '' 19a ` +`i ��'.• " I ' , �' m, rm •� now -* • •� , •t 1 � •_-1\- " [-ds� rI� 1��pr� •� _1.1 I~ l�Ili 1 as : i•i �1 �- i1 F� MWE 3•I r: •MINE "� • - _ r Nim •` 1 X1,11- i•, , !1 I s: r•�Ii s .l_ - ME f= >r . - .ilk. Z,\� 1i��1 LJ�.�i�f■�: rI7�.-Tp:� -mime�mmiili a. milli I s ti • Iry 1, J ,-'_ FEE •■y .���= II �� �!� 1`I • 1 r Igels - � - i I • - - _ 1" 1 Z -a r= _1I.\ ='. !•sallt,IM -•I!. `_ ` • s� Jr 11" _il ,..1 _ _ _,' -i ■ �.. �1� 1;•r M1' or .1 w awffm a.11', 0 0 ME I _ 00=0 M1 ; ;: }. • I •. 1.1 �•,• I.Ell � __ -. _ '• ' _ MS1MS1p12M1 u ...• ,• .. 1� �l• 1 �. _ .•Ir� ' , 111 - - � \'`� !I `!•11 - •�.- \� _�-�. lt�jwl�ii 1.• _ 1 ! 1ME � ���V J � r ./ 1.1. 11 I, � �r� �la��=v�ii� +�`1 1 MINE7 DIEM INIM 1 0 0111111111010 .• SEEMS MEMO MENEM EM man ONE Nomw SEEMS MEN M MENEM� r . S- v . ► �3MEOW► =i MEMEE • l� i 4 L 11 M i_ MMM 1.11". \.A 1• .• •�. jEM IME MENEM sommmosommmm ME ' ' • l NONE so = mMOMEMEMEMEN � MEMNON .-ME��- M NES •- i I NORTH VICTORIA CAMASSIA COURT ,CONSTRUCTION NOTES CONSTRUCT 3" A.C. OVER 4' A.B. PAVEMENT. CONSTRUCT A .C. OV ER A .S. PAVEMENT. ,CONSTRUCT 6" CURB W1?W GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. -GONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT G WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. / -CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t 811. -CONSTRUCT 5' WIDE SIDEWALK PER CIT{ OF RANCHO CUCAMONGA STD. 310 111 31 1. CONSTRUCT S1DE�NlAL.K PCCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. S10. CURVE LATA -CONSTRUCT GTO 8" CURB ONLY 'TRANSI'TION. d R L T -CONSTRUCT 6" CONC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 30S. -CONSTRUCT G" CONC. DRIVEWAY APPROACH (16' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305- A�-- 210000'00" 38.00' 139.28' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. 9�- 15000100" 112.0(Y 29.32' 14.TS' INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. Ga- 4005' 15" 462.00' 34.39' 11.20' INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402.. a-- 4'05' 15" 500.00' 35.67' 11.84' INSTALL STREET LIGHTS.- 58000 LUMINS (13Y OTHERS) 4005' IS" 5 18.00' 3695 10.49' REMOVE 8" CURB * GUTTER .FC-- 2.3048'13" 25,0,00' 101.19' 104.38' REMOVE PAVEMENT. GQ- 23048'13" 240.00' 99.11' SQ59 H 23048' 13" 222.00' 9223' 46 37 AIJIJUST MANHOLE TO GRADE . Ja- 95'005'02" T1.00' 44.81' 29.511 -AIJIJUST' WATER VALVE COVER 1n GRAVE. �- 15440'46" 21.00` 35.66 20.91' RELOCATE EXIST. ST. LIGHT. a- 90000159" 2'1.00' 4242' 71.01' -- 89059`01 " 21.00' 42140' 26.99 ON 80.54'55" 21.00' 36.13' 23,03' r - ti AlA 0 pORTF1 V cT0M w%DfM UOP 4• 11 !71 1['.11 1• Y! V St r w @ SEF SHEET NOS SEVILLA PLACE 1120 121 U 0� �I +°° 54 1 1'1 N L M 9 8 14 2+14.813 10 BASIL • 0+00.00 *.SEV I L + BASIL STREET SIE SHEET N01 SANTOLINA KXE- 4OW 23' 23' V o e TO 71 I 72 DESCRIPTION OF REVISION DATE CITY APP D. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS CAMASSIA COURT BASIL STREET TRACT NO 13027 APPROVED BY-- DATE &-Z-& CITY - - CITY ENGINEE R.C.E. N0.23889 DESIGN PREPARtb UNDER RECOMMENDED JRC THE SUPERVISION OF: C'�C r DRAWN SHEET IFArff CHARCHOUHARTMAN & ASSOC. MDs e4,Q . QQ 6 OF 14 PLANNING • ENGINEERING • SURVEYING K R.C14ARCHOL CHECKED X RATION : 12-31-84 DRAWING NO. 26201 PASEO DE ALICIA • SUTE 100 R.C.E. NO.228T1 LAGWA !ILLS, CAUFORIMA 92053• (714) 661-4601 COH DATE 5 FILE NO. 03'4 u CONSTRUCTION CONSTRUCT W A.C. OVER 4" A.B. PAVEMENT. CURVE DATA CONSTRUCT A .C. OVER A.S. PAVEMENT. a R CONSTRUCT 6" CURB W/24 GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT V WIDE OONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 'S08. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. SIO t 15% 1. -CONSTRUCT 5 WIDE SIDEWALK PER CITY 01= RANCHO CUCAMONGA STD. 310 ! 511 . CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. CONSTRUCT G'70 8" CURB ONLY TRANSITION . CONSTRUCT G" CONC. DRIVEWAY APPROACH (TV WIDE) PER CITY OF RANCHO CUCAIVIONt-yA STD. '505. CONSTRUCT G' CONC. DRIVEWAY APPROACH (IG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. Sob• CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMON6A STD. 518. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAAONGA STD. 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 4,01, A 402. INSTALL STREET LIGHTS.- 5800 LUM0,15 (6Y OT)4ERS) REMOVE S" CURB * GUTTER. REMOVE PAVEMENT. ADJUST MANHOLE TO GRADE . ADJUST WATER VALVE COVER TO GRADE CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF RANCHO CLXAMONISA STD. SM. SANTOLINA PLACE DESCRIPTION OF REVISION DATE CITY APP D. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS 1 SANTOLINA PLACE CT NO. 13027 APPROVED BY DATE jQ ,1 -,8G CITY ENGINEE R.C.E. NO.23889 DESIGN PREPARE9D UNDER R&OSM�QENDED JRC THE SUPERVISION OF: pp DRAWN SHEET CHAACHOLMARTMAN & ASSOC. MDS Q. �� �OF 14 PLANNING • ENGINEERING a SURVEYING J R. CI-IARCHOL C::: E PIRATION 12-31-89 R.C.E. NO.2't821, DRAWING NO. 25201 PAWO DE ALICIA • SUITE too , ff�mrl LAS MA HILLS, CALIFORNIA 92653• (714) 551-4501 OH DATE ��7 84 FILE NO. 4034 CURVE DATA a R L T d R L T 90000100" 21.00' 42.4-l' 21.00'- 8`41'56" 60000' 92.14' 46.16' �-- IIo0co00" 58.00' 111.35' 82.83' 8041'56" 618.00' 9491' 4"T.55' Ca- 10000'00" 10200' 11.80 6.92` Ta-- 15'*00'00" 111.00' 29.32' 14.775' D�-- 14°43'08" 258.00' 66.28' 33.32' o-- 210000'00" 38.00' 139.28' - Ea- 90°54' 55" 2'1.00' 31313' 23.0 V�- 11"1'01 ' 18 " 51.00' 1 16.42' �--- 23'48' 13" 240.00' 99.11' SO.SB' Ga- 14.48' 1'7" 24000' L2 A I' 31.18' �- 3803Q;3(r 240.00' ib I. -IT 84.01' Ja-- 38'3Q' 30' 222.00' 149.59' "1-T.16' a--- 504W 12" 258.00' 25.16' 1259' 38or' 29" 222.00' 449.66' '11.80' �-- 38"3`1'29" 240.OU I61.39' 84.10' No-- 38"31'29" 258.00' 17393' 90.41 ' O�- 89'S9'O I ` 2100' 4? -40' 2699' P�- 90*OU ScY T'T.00' 42A2' 21.01' a-- S'4"7'S6" 58200' 89.38 44'78' DESCRIPTION OF REVISION DATE CITY APP D. CITY OF RANCHO CUCAMONGA STREET IMPROVEMENTS 1 SANTOLINA PLACE CT NO. 13027 APPROVED BY DATE jQ ,1 -,8G CITY ENGINEE R.C.E. NO.23889 DESIGN PREPARE9D UNDER R&OSM�QENDED JRC THE SUPERVISION OF: pp DRAWN SHEET CHAACHOLMARTMAN & ASSOC. MDS Q. �� �OF 14 PLANNING • ENGINEERING a SURVEYING J R. CI-IARCHOL C::: E PIRATION 12-31-89 R.C.E. NO.2't821, DRAWING NO. 25201 PAWO DE ALICIA • SUITE too , ff�mrl LAS MA HILLS, CALIFORNIA 92653• (714) 551-4501 OH DATE ��7 84 FILE NO. 4034 r --MEN MEME MENEM EMEMEMS MEMEMEMEMEMEMMEME mem � 4' _ t - r! r MEEt � is � 1 • r� i • r � K � 'I M MEN N EM_ MEMEMMEMEEM s mm MEMEME MOMMEMS =1 t' BOWL SEE ME ME Not MENEM OEM ME im Lq ME= mem � 4' _ t - r! r MEEt � is � 1 • r� i • r � K � 'I NSTRUCTION NOTES CONSTRUCT 3" A.C. OVER W A.B. PAVEMENT. 'CONSTRUCT ' • A.C. OVER A.S. PAVEMENT. -CONSTRUCT to" CURB WI24" GUTTER PER CITY OF RANCI•0 CUCAMONGA STD. 303. CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT V WIDE CONC . CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD . 508. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CLiCAMONGA STD. 'SIO t 811. -CONSTRUCT W WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 ! 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. -CONSTRUCT G" TO 8" CURB ONLY TRANSITION. -CONSTRUCT G" 03NC. DRIVEWAY APPROACH (12' WIDE) PER CITY OF RANCHO CLX--ANIONGA STD. SOS. CONSTRUCT G" CONC. DRIVEWAY APPROACH OG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 8055 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGN STD. 518. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 i 402. INSTALL STREET LIGHTS:~ 5800 LUMINS (BY OTHERS) REMOVE S" CURB 4 GUTTER. REMOVE PAVEMENT. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE COVER TO GRADE. -RELOCATE EXIST. LIGHT POLE. KALMIA' STREET i 1= : 40' DESCRIPTION OF REVISION DATE CITY APP D. CURVE °ATA CITY OF RANCHO CUCAMONGA V 101'14'39" 21.00' 411 P 3290' STREET IMPROVEMENTS 6�— 9221' 19" 21.00' 43.51' 28.18' Q— 23.5-110i' 22zoo mal' 4-7.Ocf KALMIA STREET D�— 29'05'05" 240.00' 121.83 6't: t6' • 25'3 12" 25900' 1 l 5.29' 58.62' }— 9°-°°'°°M z -r •°°' 'a2 41' 2-1.00, ACT NO. 13 0 2 7 a- 10-00,00~ 102 00' rI so' s92' APPROVED BY- DATE �— 11oPoo'oo• 5�9 00• 111.3s' - CITY ENGINEE R.C.E. N0.23889 DESIGN PREPAR D UNDER RECOMENDED JRC THE SUPERVISION OF: i3ebS..� DRAWN SHEET CHARCHOLMARTMAN 65 ASSOC. MDS 8 OF 14 PLANNING • ENGINEERING • SURVEYING CK R. CHARCHOL CHECKED E MRAMON: i2 -3i-89 DRAWING NO. • �azo� �ASEo oe Aucu • OWE too R.C.E. N0.22gt7. uauNA Nl�a. CALIFORNIA Y2e58• cs14) ae1-4601 COH DATE 5 IO34 FILE NO. MEN BOWL SEE ME ME Not MENEM OEM ME im Lq ME= SEEM M MONSOON SEEM SOMEMO MEN ME MENEM IMIMMEMEN, MIF WMAM-iin _M3uj;i,;T* - — MEE EASE NOME MMMMMM­_ MM=. mm MINE MEN ME OEM SOME 0 45MINE ,w r SEEM NONE !� MEE EEO SEEN ME mm MEN m MENEM MEN MEN SEEM mm -SEEN SOMEONE 0 0 :,fiffim fwmi= =10 �0=00ME SMIM -� ��son r..0.101111, MENEM M on - IIIMIMM ME M ME a.��� i[ f =�-.�•�I: = `r� i� Imo, -• �� MENEM SOMEONE isms SEEM CHE SIMMEMEMSEM OEM MEN •'ll MMEM Z' ffm li. �' ME SEE MEMEMSE MENEM IBM r. ME MEN ME MEMMOMME MEE MENEM ME MOMMEME ME y _I Ji 1�, ' MENEM MEN Mr a7� SEEM MEN 0 MEMEMEME MENEM- MEE[• ��MEE MOSEMSEM • 1 z- NSTRUCTION NOTES CONSTRUCT 3" A.C. OVER W A.B. PAVEMENT. 'CONSTRUCT ' • A.C. OVER A.S. PAVEMENT. -CONSTRUCT to" CURB WI24" GUTTER PER CITY OF RANCI•0 CUCAMONGA STD. 303. CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 501. CONSTRUCT V WIDE CONC . CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD . 508. CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CLiCAMONGA STD. 'SIO t 811. -CONSTRUCT W WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 ! 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. -CONSTRUCT G" TO 8" CURB ONLY TRANSITION. -CONSTRUCT G" 03NC. DRIVEWAY APPROACH (12' WIDE) PER CITY OF RANCHO CLX--ANIONGA STD. SOS. CONSTRUCT G" CONC. DRIVEWAY APPROACH OG' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 8055 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGN STD. 518. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 i 402. INSTALL STREET LIGHTS:~ 5800 LUMINS (BY OTHERS) REMOVE S" CURB 4 GUTTER. REMOVE PAVEMENT. ADJUST MANHOLE TO GRADE. ADJUST WATER VALVE COVER TO GRADE. -RELOCATE EXIST. LIGHT POLE. KALMIA' STREET i 1= : 40' DESCRIPTION OF REVISION DATE CITY APP D. CURVE °ATA CITY OF RANCHO CUCAMONGA V 101'14'39" 21.00' 411 P 3290' STREET IMPROVEMENTS 6�— 9221' 19" 21.00' 43.51' 28.18' Q— 23.5-110i' 22zoo mal' 4-7.Ocf KALMIA STREET D�— 29'05'05" 240.00' 121.83 6't: t6' • 25'3 12" 25900' 1 l 5.29' 58.62' }— 9°-°°'°°M z -r •°°' 'a2 41' 2-1.00, ACT NO. 13 0 2 7 a- 10-00,00~ 102 00' rI so' s92' APPROVED BY- DATE �— 11oPoo'oo• 5�9 00• 111.3s' - CITY ENGINEE R.C.E. N0.23889 DESIGN PREPAR D UNDER RECOMENDED JRC THE SUPERVISION OF: i3ebS..� DRAWN SHEET CHARCHOLMARTMAN 65 ASSOC. MDS 8 OF 14 PLANNING • ENGINEERING • SURVEYING CK R. CHARCHOL CHECKED E MRAMON: i2 -3i-89 DRAWING NO. • �azo� �ASEo oe Aucu • OWE too R.C.E. N0.22gt7. uauNA Nl�a. CALIFORNIA Y2e58• cs14) ae1-4601 COH DATE 5 IO34 FILE NO. 0 Auo(lj)/Ee xmr c1,ryw r=&.A/Vr6wwwz R7xIC/T/E3[bPMVTiiJENT01z79'�/E /ES' _,j ; ? / MAY �tL4�UIRE-&4CrF/LL A2/C AMEN4Afa47-,/H'OEMV-PWO 3r7ilE �P. J. ALL J7REE7REFS RE Jr &7FCT70 fA0PFCYiQN.4NAACLL�PT,INLL� ar T,V EKGIIyEE7P/q/G pit/ SER MSM l C /MPROVd'NEiVT -P A AwWcE-Y. 4• d77eEET T7CEES A+CE TO AE'PCAKTED BoT. /CA L NSM COMMON NAME . SPAUNG S/ , E TY • r+ _ __ .. _.__� � ETiWAIIIIA AVE. GMALDULE"RED GUM 30 O.C. SGAL. — 1 f5 i SNS'TRUCTtON NaTEs T � WAN DA i CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT 2 CONSTRUCT A .C. OV ER A .S. PAVEMENT. 3a—CONSTRUCT G" CURB W/SV GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. 40A4STRUCT 6"CURB ONLY PER CITY OF RANCHO CLICAMONGA STD. 501. S�--CONSTRUCT V WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. ICONSIT UGT 4- WIDE SIDEWALK PER CITY OF RANC140 CUCAMONGA STD. 310 W 311. 8 TRUGT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 1 -311. 5 CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. @ --CXISTRUCT ACCESS RAMP PER CITY OF RANCH6 CUCAMbNGA STD. 310. - �- CONSTRUCT 6" TO 8" CURB ONLY TRANSITION . @--CONSTRUCT A.C. OVERLA`f (COLD PLANE FOR VERTICAL IMMJOINT/PER FEATHER DETAIL, 11 CONSTRUCT 6" O3NC. DRIVEWAY APPROACH (24- WM) PER CITY OF RANCHO CUCAMONGA STD. SOS. �---"COLD PLANE" EXISTING PATT. 2" DEPTH OF REMOVAL. HEREON) rZ ODNSTRUCT G" CONC. DRIVEWAY APPROACH OG' WIDE) PER CITY OF RANCHO CUC %MONGA STD. 505,L3\@ lAisrA441. xrREET rRE-GS PER NOTES AND LEGEND WERECJIV:- 3 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. ` A4 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. 5 INSTALL. STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 11 402. I6 INSTALL STREET LIGHTS.- 5900 LUMINS (B`f OTHERS) Cl REMOVE 8" CURB 4 GUTTER. 18 REMOVE PAVEMENT. �— ADJUST MAN HOLE TO GRADE . ADJUST WATER VALVE COVER TO GRADE . 2t CONSTRUCT 4 "CONC. DRIVEWAY APPROACH (12' WIDE) PER Cr YOF RANCHO CUCAMONGA STD. 101-CMODIMED PER DETAIL, S"T.10) 21 CONSTRUCT 1' WIDE /4" CONCRETE W/ MEDIUM BROOM FINISH - BIKE LANE. EMOVE EXIST. ROCK CURB. ®--CONSTRUCT A.G. OVERLAY. (I" MIN. ) --CCINSTRUCT COBBLE CURB t GLITTER PER CITY OF RANCHO CUCAMONGA STD. 30i SI RUCT COBBLE CURB * GUTTER PER CITY OF RANCHO CUCAMONCiA STD. 30Z. (VARIABLE HEIGHT 70 MEET EXISTING) STRUC-T 6" CONC. DRIVEWAY APPROACH (IG' W IDE) PER CATV OF RANCHO CUCAMONGA STD. NO. 30G( MODIFIED PER DETAIL, SHT. 10) AVENUE �0 w A<bbEp bRIVE APPROACH STREET TREE'S S/bEWALK 231 23• PER 67/8 ET/W,4"bA AVENUE BY ASEYL Eit/G. %l . 50 26 11 TO 23' Q REVISED k GRADES AND STREET CROSS- SECTIONS gyp -13.4'9 VARIES S4 VARI!?S 1"i7oT0 2.1'/. 2.8°,G TO 4.- �I j — ADDED DRIVE APPROACH LOCATIOUS CITY EXIST. PAVEMENT s3 DESCRIPTION OF REVISION DATE APP'D. TO REMAIN REMOVE EXIST. PAVEMENT CITY OF RANCHO CUCAMONGA UNDER NEW CURB WHERE ' IT OCCURS. STREET IMPROVEMENT PLAN ® TYPICAL SECTION' - ETIWANDA AVENUE' ETIWANDA AVENUE STATION 19 +60 TO STATION 99+31 FROM STA. 19 +60.02 TO 140+04.64 .ld 'AMV. OliEM4,4Y 10 MIN. COLD PLANE TRACT NO 13021 —�=Q APPROVED BY / DATE -2-11-1 CITY ENGINEER 6 R.C.E. NO. DESIGN PREPARED UNDER RECOMMENDED TYPICAL FEATHER DETRE AIL �Rc THE SUPERVISION OF: --�G ii � •� 3 -� - DRAWN SHEET !�Z_• CHRRCHOL/HARTMRN & ASSOC. MDS IJ2 _-9-- OF 14 CArHE /NE' A. CO IVNEN A° c.E.34495 Q PLANNING o ENGINEERING • SURVEYING K R. CHARCHOL. DRAWING NO. EXP. 9 30 -99"ffff CHECKED iRATION 12-31-89 25201 PASEO DE ALICIA • SUITE 100 LAGMA HILLS, CALIFORNIA 92663• (714) 581-4601 DATE S R.C.E. 140.221527 FILE NO. 1034' CONSTRUCTION NOTES �--CONSTRUCT 3" A.C. OVER 4" A.B. PAVEMENT. 2o- CONSTRUCT A .C. OV ER A .S. PAVEMENT. 3E -CONSTRUCT G" CURB W1?W GUTTER PER CITY OF RANCHO CUCAMONGA STD. 303. (" CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301 . Q --CONSTRUCT G' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 'SOS. I CONSTFM= 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. '.S10 t 311. t3 ONraTRUGT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. BIG 11 511 . c)CONSTRUCTSIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STO. S10. ®--CONSTRUCT G" TO 8" CURB ONLY TRANSITION . 11 CONSTRUCT G" 03NC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. rCONSTRUCT G" CONC. DRIVEWAY APPROACH OGWIDE) PER CITY OF RANCHO CUCAMONGA STD. 305• 3 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. 518. W INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCA AONGA STD 401- 4 402. 5 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 4 402. 16 INSTALL STREET LIGHT'S.- 5800 LUMINS (BY OTHERS) 177 REMOVE 6" CURB 4 GUTTER. IS REMOVE PAVEMENT. �-- ADJUST MANHOLE TO GRADE. �--ADJUST WATER VALVE COVER TO GRADE �--CONSTRUCT I' WIDE/4" CONC. WtMED?LMA BROOM FINMH BIKE PATH EMOVE EXIST. ROCK CURB. CONSTRUCT A.C.OVERLAY. (I" MIN) " 31 CONSTRUCT CURB OUTLET PER CITY OF RANCHO CUCAIVIOWGA STD. 506 W = S'. 1--�EMOiVE EX. TV C.M.P. NEADWAL.L. STRUCT COLLAR ©"1 ---CONSTRUCT I8"x29" cORRFOATED ARC44 PIPE. SECTION 'C -C' 9 SM R -o pp�p q� 1 -� COBBLE CCURS E4 �OORE r I X14" LIP 1 -� I R '0 . STD.COBBLE ® REVISED 4. GRADES AND STREET CROSS -SECTIONS ��,��� �jrea.l ADDED DRIVE AMORCH LOCATIONS E��NSION JOINT IT MIN . EXPAN510N JO1z7. CITY T cuR t GUTTER W DESCRIPTION OF REVISION DATE APP D. 'H' VARit'_S PROM 10" CURB FACE �2'R(lYR) e7. of V4~ : „ 1' I"z R TO O" A► ,SHItv11ER' CITY OF RANCHO CUCAMONGA SIDEWALK K:.•r ..'.�• CONSTRUCT COBBLE CURB • GUTTER PER CITY OF RANCHO CUCAMONGA STD. 304. (COBBa CURB) t QI --CONSTRUCT COBBLE CURB NUTTER PER CITY OF RANCHO CUCAMONGA STD. SM. SECTION A -A SECTION d -d STREET IMPROVEMENT PIAN (VARIABLE HEIGHT TO MEET EXISTING) @---CONSTRUCT G" CONC. DRIVEWAY APPROACH (16' WIDE) PER CITY OF RANCHO DRIVE APPROACH DETAIL ETIWANDA AVENUE CUCAMONGA STD. BOG -- MODIFIED PER DETAIL, NEREOTJ . 24 52 FROM STA. 90 +09.64 TO 10000 4, CONSTRUCT A.C. OVERLAY (COLD PLANE FOR VERTICAL BUTT .JOINT PER FEATHER DETAIL 8HT.9 � No SCALE � --'COLD PLANE' EXISTING PAV'T. ^• 2" DEPTH OF REMOVAL. AS PER STD. 306 (MODIFIED TO W=12' i 16' . TRACT NO. 13021 --CONSTRUCT G" CONC. DRIVEWAY APPROACH (12' WIDE) PER CITY OF RANCHO APPROVED BY/� &k DATE CUCAMONGA STD. -60G - MOWFIED PER DETAIL, HEREON. CITY ENGINEER R.C.E. DESIGN PREPARED UNDER Et�OMM�NDED S. `- JRC THE SUPERVISION OF: :�► DRAWN HEET CHARCHOLMARTMAN & ASSOC. MDS Q. 10 OF 14 [DRAWING PLANNING • ENGINEERING • SURVEYINGR. CHARCNOL RATION : 1231-a9 tA CHECKED NO. 26291 PAaEo of ALICIA • >3tJITE too LAGMA HR.L6. CALIFORNIA 92853 • (714) 581-4801 6 R.C.E. NO. � '103 4 DATE FILE NO. CONSTRUCTION NOTES }---CONSTRUCT 3 A.C. OVER 4" A.B. PAVEMENT. &- CONSTRUCT SAW A.C. OV ER 5" A .B. PAVEMENT. l ---CONSTRUCT 6" CURB W/?A GUTTER PER CfTY OF RANCHO CUCAMONGA STD. 303. 4CONSTRUCT 6"CURB ONLY PER CITY OF RANCHO C JCAMONGA STD. 301 . ,>-- CONSTRUCT G' WIDE CONC . CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 508. 6 CONSTRUCT 8" d7F118 '1145" GUTTER MODI FI ED PER GALT RANS STD. N SA (A2 g) . CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 i 811. 8 ONSTRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 ! 511. —CONSTRUCT SIDEWALK Access RAMP PER CITY OF RANCHO CUCAMONGA STD. 310. BO —CONSTRUCT 6" TO 8" CURB ONLY TRANSITION . T—CONSTRUCT 6" CONC. DRIVEWAY APPROACH, (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. a --CONSTRUCT G" CONC. DRIVEWAY APPROACH C Q; WIDE) PER CITY OF RANCHO CUCAMONGA STD. SOS. [REMOVE. CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CLICAMONISA STD. 518. INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 i 402. INSTALL STREET LIGHTS -SB00 LUMINS(8Y OTHERS) REMOVE 8" CURB * GUTTER. _PAVEMENT. �-- ADJUST MANHOLE M GRADE. 14 --ADJUST WATER VALVE COVER TO GRACE . � --CONSTRUCT A C. OVERLAY PER TYPICAL SECTION, SUSET N8.1 &—INSTALL STREET LIGHTS - 9500 LUMINS (BY OTHERS). 124 12S 126 121 •PLA SCALE HIGHLAND AVENUE G DESCRIPTION OF REVISIONDATE CITY JAPP'D. CURVE DATA CITY OF RANCHO CUCAMONGA e R L T Aa-- 3' 21 ' 23" 2918.00' 119.65' 89.85' �-- S021123" 3000.00' 18098' 90.52' Q— 3021' 23" 302,X.001 1s2.3o' 91.18' HIGHLAND AVENUE 31A. 123 + 35.61 TO STA. 132 + I 1 .96 CHARCHOLMARTMAN & ASSOC. PLANNING • ENGINEERING • SURVEYING 26201 �Aaeo oe ALICIA •sun,: too -- _ U1t�l1NA HILLS. CAIIFORNtA 92663• (714) 681-4601 TRACT Ng. I'30Z7 APPROVED BY " DATE - CITY ENGINEER R.C.E. NO.23889 DESIGN JRC PREPAR D UNDER THE SUPERVISION OF: K R. C14ARCMOL E RATION : 12-31-69 R.C.E. N0.22821 DATE S" FILE NO. REGOt�iINI�NDED C61 DRAWN MDs SHEET 11 OF 14 CHECKED GOH DRAWING NO. 1034' 00 jw 77 - 4 t � s a B 6 - 1428.4 dm --- -- - - C PROP. 6' 9LOL WAl l H Z Lu4 SEE SHEET NO.100 \ 7 TT�1 J_. � 7�..._"r-J•�3p. 7y J__._. _ _.;7 i % %/�-•�r� - - -� ......... ... . . . . . . jLr in 431 430, EQUESTRIAN -TRA.K -� 1426 _ V Lu CONSTRUCTION NOTES 14 CONSTRUCT 3" A.C. OVER W A.B. PAVEMENT. CONSTRUCT 33/V A.C. OV ER S" A .B. PAVEMEJVT. CONSTRUCT G" CURES W1?W GUTTER PER CITY OF RAMC140 CUCAWC*JGA STD. 303 . CONSTRUCT G"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301. HIGHLAND AVENUE CONSTRUCT G' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308. -CONSTRUCT 8"CURB W/4b" GUTTER MODIFIED PER CALTRANS STD. NSA(A2-8) . CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t Sit. -00NS7f;M T S' W IDE SIDEWAUC PER CITY OF RANCHO CUCAMONGA STD. 310 4 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA. STD. 310. CURVE DATA -CONSTRUCT G" TO B" CURB ONLY TRANSITION . p R L T -CONSTRUCT 6" C3NC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. CONSTRUCT 6" CONC. DRIVEWAY APPROACH OGWIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. A► -- 14.04' 12" 200.001 49.11' 24.69' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA, STD. 518. B�-- 69021'2V 65.00' 54.56' 34.61' INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402. INSTALL STREET LIGHTS. REMOVE 8' CURB i GUTTER. REMOVE PAVEMENT. ADJUST MAN HOLE TO GRADE. ADJUST WATER VALVE COVER TO GRADE {ONSTRUCT A.C. OVERLAY PER TYPICAL SECTION, S tmT 1. CONSTRUCT SIDEWALK (WHEELCHAIR) ACCESS RAMP PER CAL?RAMS STD. NO -S. INSTALL STREET LIGHTS - 9S00 LUM INS (BY OTHERS) MEN SOM WEI MEN MEN Elm EME SEEMS SEEN ME SEEMS MM 0 MM nommoommommom MM �r.1r �i �rw •I.I MIN 's NONE 00 MEN= -.0, ' _ \ ••f- -_ MENr J --��!•��(- _A MENEM NO allI t MEN EMEMEMEMENE rm ♦ • NONE 0 on omm�ommonno IIIAGIIIIIEEM m MM ME 0 or" WIMENOMEM OP." 'E 111111111 MEN MEN MEN MIS111111ME mo�mmom�m=EE F.ME momm111111111P.,1 vi r r w ,tI !w�0 ,� i ir�i P_ NIIIIIIIInIIIIIIIII iir. ME MOM MEN i • m1 I t�•� •ME !aimvW1111114m mm MENEM MEN---- -1 0 SOMME wo MENEM 10 MEN m NONE • MM SEMMESOEM ' 111 i��� n:-• .N= "AMMEN • �N��.������J •�■/.S f' - ,. •I, Ifs: PAI M. / h INS . mmMMMmMm ONE EM SOMME MM M M ME0 MMEMEM so m MEN M NONE MEMmmmMMMMM• _ • 00 jw 77 - 4 t � s a B 6 - 1428.4 dm --- -- - - C PROP. 6' 9LOL WAl l H Z Lu4 SEE SHEET NO.100 \ 7 TT�1 J_. � 7�..._"r-J•�3p. 7y J__._. _ _.;7 i % %/�-•�r� - - -� ......... ... . . . . . . jLr in 431 430, EQUESTRIAN -TRA.K -� 1426 _ V Lu CONSTRUCTION NOTES 14 CONSTRUCT 3" A.C. OVER W A.B. PAVEMENT. CONSTRUCT 33/V A.C. OV ER S" A .B. PAVEMEJVT. CONSTRUCT G" CURES W1?W GUTTER PER CITY OF RAMC140 CUCAWC*JGA STD. 303 . CONSTRUCT G"CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 301. HIGHLAND AVENUE CONSTRUCT G' WIDE CONC. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 308. -CONSTRUCT 8"CURB W/4b" GUTTER MODIFIED PER CALTRANS STD. NSA(A2-8) . CONSTRUCT 4' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 310 t Sit. -00NS7f;M T S' W IDE SIDEWAUC PER CITY OF RANCHO CUCAMONGA STD. 310 4 511. CONSTRUCT SIDEWALK ACCESS RAMP PER CITY OF RANCHO CUCAMONGA. STD. 310. CURVE DATA -CONSTRUCT G" TO B" CURB ONLY TRANSITION . p R L T -CONSTRUCT 6" C3NC. DRIVEWAY APPROACH (24' WIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. CONSTRUCT 6" CONC. DRIVEWAY APPROACH OGWIDE) PER CITY OF RANCHO CUCAMONGA STD. 305. A► -- 14.04' 12" 200.001 49.11' 24.69' CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA, STD. 518. B�-- 69021'2V 65.00' 54.56' 34.61' INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD 401.4 402. INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 f 402. INSTALL STREET LIGHTS. REMOVE 8' CURB i GUTTER. REMOVE PAVEMENT. ADJUST MAN HOLE TO GRADE. ADJUST WATER VALVE COVER TO GRADE {ONSTRUCT A.C. OVERLAY PER TYPICAL SECTION, S tmT 1. CONSTRUCT SIDEWALK (WHEELCHAIR) ACCESS RAMP PER CAL?RAMS STD. NO -S. INSTALL STREET LIGHTS - 9S00 LUM INS (BY OTHERS) -INSTALL STREET LIGHT-- 27SOO LUMINS (SYOTHERS) 145 I43�.2 F DESCRIPTION OF REVISION DATE I CITY APP D. CITY OF RANCHO CUCAMONGA \■ HIGHLAND AVENUE FROM STA. 132 + 11.96 TO ETIWANDA AVENUE TRACT NO 13027 APPROVED BY DATE CITY ENGINEEZ����� R.C.E. NO.23889 L.DESIGN PREPAR D UNDER RECOMMENDED JRC THE SUPERVISION OF: 8o1' K eawDRAWN SHEET CHARCHOLMARTMAN 6 ASSOC. mas 12 OF 14- PLANNING 4PLANNING o ENGINEERING • SURVEYING K R. C+IARCHOL CHECKED RATION: 12-31-8q DRAWING NO. 28201 PASEO DE ALICIA • SUME 100 R.C.E. NO. 22827 - LAGWA HILLS. CALIFORNIA 92658 • (714) 581-4501 CAH DATEFILE NO1034 . j 3.277 "Z3* 3'21' 23" cuWE DATA R L IT lzc)-Ts.00l I-M.Cos, 84.85, 3000-00, 19096l 90.52' 307.2.001 162.30l 91.18' HIGHLAND AVENUE CURVE DATA a R L T 14'004'12" 200-00' 49.11' 24.68' 890 21'2V 35.00' 54.58' 34.61' HIGHLAND AVENUE EnWAWtkA AVE -HUE SEE SHEET NG -10 At CHFIRCHOL MARTMAN & ASSOC. PLANNING 9 ENGINEERING * SURVEYING 25201 PA9E0 DE ALICIA - StXTE 100 LAWAA HILIA CALIFORNIA 02555 - (714) 681-4501 Preliminary NOT for Construction . m SEE LOWER RIGHT I I � 1 v PAD sr).4 v I v Fir Iclef s(15" EUC. WINDROW TO REMAIN EEBCK votL SLOPES T. VARIES G• TO o' `VARIES I CN r (S:I MAX.) 'SEC'TION 'A -A' R -Or -K WALL 60.00' BO.OII� —t PAP • "s -I b w u � �o T \ �D ----SOS. . �.. o o j ETI WA C scA�e r• ao• V a -m ��► I®�i�► ice► ice► ■ ��t•��► i�a■>•e�.� ®����0► ;` � ►� • • 17.31' 65.00' 4 65.00' 65.00' OD' 00' , p 65.09 60.00' 61.10' 13.03' lY i 1376.1 /376.3 /377.6 6 /375 MH--- _it ------- -- /36/7 90 86 a5J 4 83 82 81 80 79 _ —_ - _ BENCHMARK: 137 ELEV.: 1319.531 R.R. SPIKE IN SOUTH SIDE OF P.P. NO. 1619753E ON NORTH SIDE OF BASELINE .•r AVENUE 395't EAST OF DAY CREEK. L::�g1��CVi� s • eo � PM SECTION b-6' VPW%# ;b sTD.logo O' lO 6 I PAD 1ARIES : 0' _ . ' I 5 : I TO NATURAL �a lUI STD IAO10 AIL ftNM ETMUDA AVEE 12 GRADE SEC`T'ION 'C -C' WNSTRUCTiON NOTES @::7 --CONSTRUCT EQUESTRIAN CURB t GUTTER PER CITY STD. NO.813. MODIFY TO IW C.F. 14&—INSTALL COMMUNITY TRAIL FENCE PER CITY STD. NO. 1010 OR APPROVED EQUAL. 4�2 --CANSTRUGT 6" D.G. EQUESTRIAN TRAIL SURFACIN4i , & —CONSTRUCT ro' WIDE SIDEWALK PER CITY STD. NO. 311. �---CONSTRUCT SIDEWALK RAMP PER CITY STD. N0.310. �—CONSTRUCT EQUESTRIAN GATE PER CITY STD. NO. 1012. I1 CONSTRUCT GRCONC. DRIVEWAY APPROACH (24' WIDE) PER CITY S70. NO. SOS. 78 g DESCRIPTION OF REVISION DATE CITY 156 APP D. CITY OF RANCHO CUCAMONGA ( SEE MIDdLE LEFT COMMUNITY EQUESTRIAN A TRAIL �� � . _—„ �.---- , _ _- - _-- - x r -� - - - - - �� -_ - - - - - ---- _- - �a�- _ - -;.r,_„ _ — _---_�_�_/ •�`}'TRACT NO. 13021 — . -- — - _ - - - ---gill,c— ' li '� --u ,..-.: _ ,• — =� - —APPROVED BY DATE - — -- — _ ___ CITY ENGINEER - — � •_ - R.C.E. .23 .. r REC MEN •`^ DESIGN PREPARED/UNDER OM DED L _ _------- - - - _ - — _ --- — -- - _ - 1� �• '' �--- ��,ay����—,=,—_'"_-`" —`s— �— " �� �e �,— � ��— �� -y=,a � THE SUPERVISION OF: JRC -sf - 13713 __-- — - - -- - - - -- - - - - RAW T DRAWN SHEET ' CHRRCHOI/HARTMRN &ASSOC. Mos 14 of 14 PLANNING; • ENGINEERING • SURVEYING rjKCHECKED RATION: 12_,5%_s9 DRAWING NO. 25201 PASEO DE AUCIA • SWE 100 R.C.E. NO 77M i GAMMA MILLS. CALIFORMA 82853• (714) 581-4601 CON DATE 0 IO34 FILE NO. TREE LEGEND PUBOL QT NOTA1MCAL NAME OR CIDSI1fEI1'I= ( + pP ftv- Yclllibm poem]" eam-E -ff4m 15 GAL. EC EUCALYPfU3 CAMALDULENSSI RED GUM If GAL (• rEN RUCALTPfUS MACVLATA SPOTTED OUM if GAL. [ r IN EUCALYPTUS MCHOLU MII.LOM LEAFED PEtPERM110f IS CAL t f GAL. � EUCALYPTUS POLYANTREMOS NEVER DOLLAR GUM 1S GAL. A f GAL. C [ O —ES BUCALYPTUS SMEROXYLO19 RED MON DARK 19 GAL. A S GAL. ��1 DET EUCALYPTUS TORQUATA CORAL OUN 15 GAL. A I GAL. �JA JACARANDA ACUITFOLIA JACARANDA Sr ROE PURPLE PLOWER3 ♦ rLi LAGERSTROEXIA INDICA CIAPE MTit I fS RAI. DARK PM OR LATEN M �� A$ NOTED ON DRAWINGS LS LIQUIDANNAR 8,1 ACIFLUA SMSHT GUM (PAW AIL3M IS GAL. A S CAL. (;�MA PRUNUS CERASIFERA PURPLE -LEAF, PLUM 14 CAL �,,,� 'ATROPURPUREA' i —PC PRUNU3 CAMPANULATA TAIWAN FLOWERING CHERIIY 15 GAL. i S GAL. � AI. • 'tE PIIN ELDARICA CALABRIAN PINE ' If GAL. M� GROUND COVER LEGEND DOTAIRCAL NAME COMMON NAME NYDROSEED MIX TURF iLLLLLI NYDROSEED MIX GROUNDCOVER GAZANTA SUN TSE YELLOW GAZAIMA 116400*40 WE CONNENIS SEE SVCMCATTONS SEE SPECIFICATIONS PLATS r O.C. VANE LES STAKE; ON FENCE TMeoL RT IOTAIMCAL WRVIN 90110mR NAME vp S CLC CLYTOSI^OMA CALLS)TEGIMES MLET TRUMPET V1Wt S GAL STAj%i4 DR MIS ITCTl3 WCCINATORLA OL0M END TRUMP TINE $ GAL. e PP PR:US PUMILA CRE!?Iy M i GAL. A gnwovto wv crry Er�rorwmw JP JASMINU111 POLTANI'RVM JASMINE S GAL • NV MACTADIfEPA VNGVU-CA t CAT'S CLAW S GAL Co�MMENTs REMOVE FROM STAKE; ON FENCE ammov! FROM STAKRI; ON FENCE REMOVE FROM STAK" ON FENCE REMOTE FROM STAj%i4 ON FENCE OF RANCHO CUCAMONGA REMOVE FROM STAKE; ON FENCE A.4 MRTCHUNE SEE SHEET 11- ' + �rlrr��slRrrrE��� r � 47 -- - - fi - — - — -�— — - 129 +. \ COUpT _ �'= ' '%i'• r�', - ' �,+ r . ` q�,-SFJ �� • ;; ; � '� I • . • — - I 14 L NOTEO 15r ca;17—a) - i �.' 63 64 _ Gds to t�r�N••raa�p b� G 62 123 O 124 122 .Q o, > * 52 57 15 Cw M+4 N'TA4 "mwv c lad �Y t cr O + I + + 0 53 56 > , 60x* vc 1efE I IW!P ter c ry 00 7 O 11.9 120 121 � '' S z, 54 55 24 60.311� (07) 14.03 BASIL 000 SCALE V - 40' PREPARED BY. - 1000 Y: PUBIN III �ii�iiI �w1 "PREPARED FOR: 150- I I I 8 15q I I 15 i I tFxls-1 �9 AUC o&L`I' M'5 NOTE: FOR TREE, VINE & GROUNDCOVER LEGEND, PLANTING NOTES & DETAILS, SEE SHEET 17. �� Ig?11�6 Ti�E�s To 12E=M� N I P010 da"UND GoVER AREA - I,ASIL STREET. ATE CITY OF RANCHO CUCAMONGA VICTORIA WINDROWS 3 TRACT 13027, `FREE, VINE & GROUNDCOVER PLANTING PLAN A gnwovto wv crry Er�rorwmw wPoo..c.s. o. .2 / 8 / 7 0E81011ld JS vwncommalloma I�MORSE CONSULTING CROUP �PLAMAnC.DVCVWZR C. LAADSCAPr.uroori'rna�c am wvm Bau.'AM rm Awl ■vrc cAuw aA vn.1M ■M! Ona iA7f17 ►AIM O[lOff JOB NO. 240-12 _ 1 3 owl, OwAWN SL, �MStT �—r18_ o-•cKto is owAvrrM No I O �4