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HomeMy WebLinkAbout996Pt*1L,TiFJ6 DA51lJ IIJTtI�S�PTo¢ 1�ITGH SEE SHEET 4 $sof EE EX157 9l0 ",0 M.I✓ 0. WA76,QA _ - '- 5 -RE t— MERLOT - ----,—COURT Z• Lu ILJ I Ei - Q $�lE \ E i ______� SEE SHEET 8 CHAMPA– W > W ' � � W 3 �• W I� I � I W � a ' V1zI"t.M� PITCH INDEX TO SHEETS C0145RUCT SPLASH WALL w/a-xA'a IG' CONC. DLK. 1�L1 PLAN we'l..t1oveOe g10"L- CONSTRUCT INTERCEPTOR DRAIN �DEA10 Pt IZ STD 507 PER DETAIL' D" a RIGHT. 2-04 5AIZ9 CONSTRUCT DOWN CIRAII4 PER SECTION "C -C' (T RIGHT. CONSTRUCT 2 COURSES OF BLKS. ON TOPOFSLAB BEND REINF. I .o' 2�.oq• 2.7� SECTION 'UNDER SIDEWALK DRAIN A AT STA. 14+•78.00 ON HAVEN AVE. 9th I I STREET I '-, A.T. a S.F. R.R. S.F. N CHAFFEY L W W �� • COLLEGE 9,950 Z W �� S�C� 7,230 S.F. Per City Std. No. 306 a > a a T ,A C 7 4, 5G0 S.F. S1 TE 16,200 S.F. Per City Std. No. 305 18 EA. Per City Std. No. 310 a m EM N AVENUE 24,000 S.F. 2 EA. a HIGHLAND A AVENUE 9th I I STREET I '-, A.T. a S.F. R.R. ca _�\ L L 0 j\/1 J-\ VICINITY MAP 2D6 DEDI C/sTION fir �J �e�.�. T14�.1 t. sT1�T ZcLocK Z zs EXTR060 )FENCE `�u1�8 �rrTt i FERC 011 OTANDA�D5 TYPICAL St;,7rON WIDT" 01= PL^HTg� lA� TI�+L• ^Nv G`RK�Y WR+ES• SEE I' AJ -4 VIEvW, ew 1,4 Sox PLf r rr I MG API 20' 60' M^m !i -i AI +�WI><Eo /`T WI LOT i'+GUS PL.1r"+ILJ► STD. CR,.,l.. loot all DlaLlc w^.Lk- a. cure, EXTRU06D I`Me PLAN VIEW -ME , GIT' STANDAICD5. EQUESTRIAN TRAIL y ESTt81ATE OF QVANTTt'[E2 'tem Description Quantities Unit Remarks 1 Construct 4" A.C. on 4" C.A.B. 2 Construct 3" A.C. over 51" C.A.B. 3 Construct 8" P.C.C. ant 24" Gutter 4 Construct P.C.C. Cross Gutter S Construct 4" P.C.C. Sidewalk 6 Construct 4" P.C.C. Curvilinear Sidewalk 7 Construct Driveway Approach 8 Construct Wheel Chair Ramp 9 Saw -cut and Remove Existing A.C. & Berm. 10 Overlay 2" A.C. Over Existing A.C. 11 Install Street Name Sign 12 Install Stop Sign Only 13 instal'. Combination Stop & Street Name Sign 14 Construct Barricade 15 Paint Centerline at Bayan Avemre 16 Pain Stop Lire and Letters 17 Paint Crosswalk (two lines) 18 Instal. Street Lights 19 Plant trees (not included In landscape dans) 20 Construct Under Sidewalk Drain 21 Install Equestrian Sign 22 Paint Equestrian Crossing $6,300 S.F. Banyan Ave 124,000 S.F. 9,950 L.F. Per City Std. No. 303 7,230 S.F. Per City Std. No. 306 i49 x ca _�\ L L 0 j\/1 J-\ VICINITY MAP 2D6 DEDI C/sTION fir �J �e�.�. T14�.1 t. sT1�T ZcLocK Z zs EXTR060 )FENCE `�u1�8 �rrTt i FERC 011 OTANDA�D5 TYPICAL St;,7rON WIDT" 01= PL^HTg� lA� TI�+L• ^Nv G`RK�Y WR+ES• SEE I' AJ -4 VIEvW, ew 1,4 Sox PLf r rr I MG API 20' 60' M^m !i -i AI +�WI><Eo /`T WI LOT i'+GUS PL.1r"+ILJ► STD. CR,.,l.. loot all DlaLlc w^.Lk- a. cure, EXTRU06D I`Me PLAN VIEW -ME , GIT' STANDAICD5. EQUESTRIAN TRAIL y ESTt81ATE OF QVANTTt'[E2 'tem Description Quantities Unit Remarks 1 Construct 4" A.C. on 4" C.A.B. 2 Construct 3" A.C. over 51" C.A.B. 3 Construct 8" P.C.C. ant 24" Gutter 4 Construct P.C.C. Cross Gutter S Construct 4" P.C.C. Sidewalk 6 Construct 4" P.C.C. Curvilinear Sidewalk 7 Construct Driveway Approach 8 Construct Wheel Chair Ramp 9 Saw -cut and Remove Existing A.C. & Berm. 10 Overlay 2" A.C. Over Existing A.C. 11 Install Street Name Sign 12 Install Stop Sign Only 13 instal'. Combination Stop & Street Name Sign 14 Construct Barricade 15 Paint Centerline at Bayan Avemre 16 Pain Stop Lire and Letters 17 Paint Crosswalk (two lines) 18 Instal. Street Lights 19 Plant trees (not included In landscape dans) 20 Construct Under Sidewalk Drain 21 Install Equestrian Sign 22 Paint Equestrian Crossing $6,300 S.F. Banyan Ave 124,000 S.F. 9,950 L.F. Per City Std. No. 303 7,230 S.F. Per City Std. No. 306 36,000 S.F. Per City Std. No. 310 & 311 4, 5G0 S.F. Per City Std. No. 304 16,200 S.F. Per City Std. No. 305 18 EA. Per City Std. No. 310 2, 850 S.F. 24,000 S.F. 2 EA. Per City Std. No. 401 1 EA. , Per City Std. No. 402 8 EA. Per City Std. No. 402 3 EA. Per City Std. No. 404 1,270 L.F. Per City Std. No. 407 8 EA. 76 I.F. 40 EA. EA. 50 L.F. Per City Std. N^. 507 2 EA. 1 EA. 901 K/W X01 1 201 0 EXIST. E. P• Gio SI SMOOTH CUT LINE I' ROME OrEN HEAO JOINTS IN EVEKY COURSE AT 6ROUNO LeVeL. j"' A.C, NEKLAY 101 �1 EXISTING PAVEMENT Z� 1=111= 717 CONSTRUCT st" TYPE "b" At, OVER CONSTRUCT V 6LOCK WALL ICK STANDARD t2W4. 301 1 Q�' s} A,&4 F_,*ATr_ BAG CONSTRUCT 91DEWALK F CONSTRUCT F.C,4, CUK6 AND GUTTEtZ ORITEKATI: A.G. 15TANDAKI) VWG 304 ' 6 FA E (c U12v 11.L16 "a) 11.8 CUK Gtr) P R STANDARD LINED DITCH. p I.JGr . 303 TYPICAL STREET SECTION' HAVEN AVENUE f � w R/w 1 60 I • 30' 30' 12' 1b' OS 11.5' 12.7' S.3 5.3 12.1' 5t0 0.0 0.22' 0.21' yLOPE 4' • VM L10 LCONMUCT 3"MM. A.C. PAVEMENT LL00-K4 " A-15. . - k CONMUCT CG.C, CURE AND GUTTER (b"=b FACt) PER 6TANDAKD PW61<, 303 CONSTKUGT MG, WHOM rEK STANDAKD OWC 311 TYPICAL LOCAL STREET SECTION Mr,1ZLOT 600V_T, .Pal -014 Av�Nl1P-, VAt-09A AV�IJU_, GHA M p�� RoA 1�) SN S= f co U I2T, M UST 4 CALLA ,&-f P L.ac P_ TRAFFIC INDEX - 9 K=70 TRAFFIC INDEX'5 F, W'70 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 ANIILIAR IVITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2 ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT -OF -NAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLAN AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3 ANY CONTRACTOR °ERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4 A PERMIT SHALL BE OBTATN 0 FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMLN i PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT- OF-WAY. 5 ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6 ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7 COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8 AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9 VK,, :R TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SU'JMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10 PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE ANO PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). 11 WHEN IMPROVEMEN'iS ARE 10 BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12 IF THE ASPHALT CONCRETE IS TO BE PLACED ON STTB-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 A4ANUFACTURER'S RECOAUMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13 ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14 STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 2 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16 WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17 CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. 18 THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON- SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. 1 VA IC 1 9 EE STREET FLANS oQ'(pF ESS/nAq! • 20i �� ,I PAY T 421 ' EQUE5TKIAN TKAIL (eE 33 � D>riAILL' Lt✓�T � Z 20' 22' 22 m II 1''"1 No. 36510 ^' 6QUESTR,IAN TRAIL 2' 10' 0' 10' 10' 2' lo' .q5' TKAFFIG INDEX -Co * exp if OPE 0.30' 0,23' 0.3 0 SLOP Q =7a Sl CIVIL �! V4"III 114• " • • ' IbVEL E9lFCA (_L'LN t CONSTRIIC I III NOTES LOl CCNSTRUCT 4" A.C. OVER 4" CAB CONSTRUCT 4" A.G. PAVEMENT 0\1M 4" A 8 O CONSTRUCT 3" A.C. OVER 4" CAB OCONSTRUCT 8" P.C.C. CURB WITr 24" GUr ER (STANDARD DRAINING NO. 303) CONSTRUCT r.G.C. CUK5 AND GUTTR (b"Mb O CONSTRUCT P.C.C. CROSS GUTTER (STANDARD DRAWING NO. 306) PAGE) M JTANDAKD DI 6.343 5 CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD JAAWING NO. 311) BM NO. 92-B ELEVATION 1478.026 6 CONSTRUCT 4" P.C.C. CURVILINEAR SIDEWALK (STANDARD DRAWING 304) CONSTRUCT P.G.C.'SIDEMK rEIC 9TANDAKD 01.J 2VI RADIUS.S AND CURVE LOCATION TO BE DE:ERMINATED IN THE FIELD AT THE SWC HIGHLAND AND HAVEN AVENUES. SET BRASS DISK IN TOP WEST CONC. WALL OF DRAINAGE CHANNEL AND AT O CONSTRUCT DR'VETVAY APPROACH (STf.r'DARD DRAINING 305) SOUTH END OF 4 FEET CHAIN LINK FENCE, 44 FEET WEST _TYPICAL STREET SECTION 0 CONSTRUCT WrIEEL CHAIR RAMP (STANEA2D DRAWING NO. 310) CENTERLINE SOUTH BOUND LANES OF HAVEN AVENUE AND 146 FEET SOUTH CENTERLINE HIGHLAND AVENUE. O SAW CUT AND REMOVE EXISTING A.C. BANYAN STREET 19 LINES OVERLAY REF 2" A.C. OSVER EXISTING PAVEMENT AND REPAINT EXISTING MARKING - CIT r 01' �1NCIj. CtTCAMONGA 11 INSTALL STREET NAME SIGN (STANCARD JRA WING NO. 401) G• 51-01 `• 12 INSTALL STOP SIGN ONLY (STANDARL DRAWING NO. 402) I/4' CHECKERED PLATE 13 INSTALL COMBINATION STOP ANI` STRZET NAME SIGN (STANDARD D.1AWING TRACT N0. 13117 ,L 11100 I'/4" X 9/1 &! 1" (GALVANIZED )� 3'-2' A 12" X 1' 1' NO. 402) (PHASE T - TRACT 1`-0. 12873) 610E RAIL (II/COUNTER SUNK 60L19 14 CONSTRUCT BARRICADE (STANDARD DRAWING NO. 404) 15 PAINT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPEDtsN TITLE SHEET REFLECTORS (STANDARD DRAWING NO. 407) e U) a. 16 PAINT STOP LINE SOLID WHITE 12" WID'T ACROSS HALF OF THE PAVEMENT, 2ARALLEL TO CROSSWALK LINE: Wr.-H THE LETTERS STOP 8 FEET HEIGHT (PER 1 STATE OF CALIFORNIA SPECS.) APPRG'\IED BY Eii� U�7E V, DIA STEEL, ANCROK e o p • 0 " i` i2-3/ 89 N11Ttt '/4" WELD 'a 17 PAIN STANDARD CROSSWALK MARION., a WIDE SPACED 6 FEET APART CI IY ENGINEER R.C.E.kCtPJ O. 23889 18 INSTALL STREET LIGHTS BY OTHERS (TYPICAL) �=.S,GI' PRFNARED IN THE OFFICE OF kEC01^r1EPIuEU ' SIDEWALK DRAIN CLEANOUT SECTION 19 PLANT TERES [N STREET R/W (STANDARD DRAWING N0.604) _ 2P _ DWIGHT FREIICP', IrIC. _ ` v^ CCNSTRUCT UNDER SIDEWALK DRAIN (STANDARD DRAWING NO. 507) DRAWN 712 N. DIAMOND BAR BOUILEVARD SHEET DIAMOND BAR, CALIIORNIA 9'765 NA _ AM 21 INS; =.LL EQUESTR.AN C'.JSSING (W-45) C LF=E (B18) 912—E321 (714; 59"-2943 22 PAINT EQUESTRIAN CROSSING STRIPPING WITH WHITE PAINT 6" WT.DE AT 10' Ctii C,K; uKAk ItIG ' 0. INTERVA14 TO 6E 5FEG1 FICO 5i OTY EN61NEEK O.C. AND 4" WIDE TRAVERSE LINE AT V O.C. R.C.E. NO. W'� _ I_ _ CITY - DATE-__�-.� I� __ _ F1' -E N0. 0 [9 EA4 `S r1tiiG I T 18 17 0 3 << oN a� r� M vv. 0. ftt K/WZI .12EMOv� �xST. ilJtEQ�EGTIpN " � G,� IP'IPt2ov�ME�TS � l DIUSCEM brvlE v rgFFCI bmot,u k4ria r4k_ 71 Ct1A G rc =i I=Im■ =iN�w mMEN 16 0.41 S�Ie `HT. �Q 15 14 C.-El-SHT. 3 d� ERLOT �� �� N BANYAftST. 13 u CT ■■ ol nso■ INE.. �nr � ROME m4mmum 751 ,� DI,I TREE y�. o g — _____= NY MlIHwy i WY — � O pip N fir` �_ co dOJf 107 Ll I l HAVEN rt "lir. ,0 0 r W �—m 13 Irl r�90m mffim AVE. ILI _i jo END I OR 4 1 FEET i C 4t fid/ -4154-701 &U*6 YA e 8's Ir } G0NG10ErE BLOC K WALI-q-% -fo P -E C_0KJ'-,TKu(,T EP PER L�NPSc^piNG PLAN btl.NarD M A,. 01EISCEN brvlE V a.FNFFCI b"ot,rf SCALE: HORIZONTAL 1 2 40 NI FEN�E„ 44 FE')1' I1ESf I VERTICAL 1" = 8 WOMEN R T HMOs BR A4 00' ..■N 13 u 30.49191 ■■ ol nso■ INE.. ROME m4mmum wim. 0 R T A BR A4 00' ..■N 13 0� 35'00" 30.49191 mommu-"'"m m m4mmum ,� 10 i �xtST. �tDE. �,JALK o c -700 WY WV y --- -- ------------ -9N.V. — _` � fIGN � ---- 4 �1yt+ym __�______—. -- - ---- - - c ty, )<15?. GUw-l*,p 4 6r0TTet2 mo _ r l!_ Ie I7 16 NO°17'45"E 13 d 12 1I A! T. 16" Mw,7 WA'rIFiz 0,1 � �^ ILf- HiQ COPSTRVc'17ox "OYES !" um Q %il S 3 n . � 3 -2 �� 1 CONSTRUCT 4" A.C. OVER 4" CAB Sl' Li 1 fd� C v S Q A �j (� J1 +� 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) I •� �Q O 4O CONSTRUCT P.C.C. CROSS GUTTER (STANDARD DRAWING NO. 306) �)Ul� 1o.(,N Q + 0 OCONSTRUCT 4" P.C.C. CURVILINEAR SIDEWALK (STANDARD DRAWING 304) CURVE DATA RADIUSFS AND CURVE LOCATION TO BE DETERMINATED IN THE FIELD 7 HAVEN AVENUE 7 CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 305) 8 CONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRAWING NO. 310) OSAW CUT AND REMOVE EXISTING A.C. 10 OVERLAY 2" A.C. OVER EXISTING PAVEMENT AND REPAINT EXISTING MARKING LINES REFLECTORS II INSTALL STREET NAME SIGN (STANDARD DRAWING NO. 401) 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD DRAWCNG NO. 402) 1S PAINT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) 016 PAINT STOP LINE SOLID WRITE 12" WIDE. ACROSS HALF OF THE PAVEMENT, PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 17 PAINT STANDARD CROSSWALK MARKINGS" WIDE SPACED 6 FEET APART 120 INSTALL STREET LIGHTS (BY OTHERS) PLANT TREES :N STREET R/W (STANDARD DRAWING NO. 604) CONSTRUCT UNDER SIDEWALK DRAIN (STANDARD DRAWING NO. 507T Q IL R T A 6iOoZ5'0O" A4 00' 13 0� 35'00" 30.49191 10 0 CITY OF RANCHO C UC AMONG A TRACT NO. 13117 (PHASE I — TRACT N0. 12873) PLAN AND PROFILE HAVEN AVENUE - FROM 664 FTNY OF LEMON AVENUE oQ�Of ESSInNgI APPROVED BY T 1365 T Nl Y OF LEMON AVENUEE PAY Toq, `�� CITY ENGINEER /2-5/ MR.C.E. NO 23889 C7 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED � No.3sb10 o RP �DWV.GHT F. FRENCH, INC. pGjA 4,�21,1g� exp 3-�-a1 DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET �lql CIVIL• C L DIAMOfJD BAR, CAUFORNIA 91765 (a18) 912-5321 (714) 594-2943 2 OF 9 OF CMA CHECKED 3t&1D DRAWING NO. CITY _ R.C.E. N0. DATC FILE NO. ----T— 1 - -• - -- -- - - __- - - ..• - - -- -- -- - . -- ---- - I &Z% -Tor, alp wv%iv zvzI e. , al eIa��'— %52 , I t 1 t :: : _ I i rt 182 ���.o 1� ► t yy�� 11 - i 1 h ' •tip ExK-511♦ 4r100I _ , ' ; t, . i �:�. ; 4 41 } ; ii ; ; :161 t t .� t } Alb rl tt °/y� 0 , j } j •Q ti �•G.s� Q — j > i , � J ' 0 } ,��' � i IL- t 1 i t 1 , ! � 1 i 1 i 1 : : i : � ii r � n _ , i�_• %'•� : � � 1 ; t 1 i � t 19 ; + f ; ; _. t . ; ,i _� � ; j _ - _ { ! 0 A r*- f t 1 i �V O - -- -} _i .. _�--- -+! i - I ` I i �j. 3 'J 'S;. ` t } 1 i i ? ? S �t 4 0 1 4 1 1 f U t } v t t t r t t , , t i C ' . .. , , Q T ' ti _ _tj01u� 1 1615 ` � It : ♦ i i ^ j • iz 1♦ ; i : 1 f ♦ ♦ { { i t • : i 1 i + i ; ♦ OL 1 1 i - t 1 1 J , �► : t ; a1 ;NNS N ' •/' { 16 2 1-5 �- i f? f i 1615 K , t U I i i i 1 id N S .111 '4 t t, 1613 /k f� /��. _ , t I : : 0. 0+00 1+00 2+00 3+00 4+00 5+00 0400 4- OA1 YAM ST. 1,4+07-40l k. HAve" As/e. W Q Z W a e -,r -P- gHT• Z I) ,ftt SHT• Z 11 CONS I UCTION X(yl 4 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" CUTTER (STANDARD DRAWING NO. 303) S0 CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) 13 INSTALL CON113TNATION STOP AND STREET NAME SIGN (STANDARD DRAWING ' NO. 402) 15 PAINT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, \� PARALLEL, TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) \� 17 PAINT STANDARD CROSSWALK MARKING 6" WIDE SPACED 6 FEET APART \� I18 2TSTALL STREET LIGHTS (BY OTHERS) 21 INSTALL EQUESTRIAN CROSSING (W-45) S I Ito II + + %-4 S 100 5, BANYAN . 4 I N89052'45"E 2 �Z r� t •`: ROFILE1 §C LP i sF2.41' ♦ - - HOR[Z. Wil" .=40. 1i I t i RT. i r .G O , V E I1- 4 { 6+00 �--- -7+00 8+00 _��X151• W'� K� W —U �- �XIZT. J&" WA►T�IzMA10 � V � �x��'f 9�" M.IJ.n. WA►T��u�l� �1 o \ \D W J I ? • � / VVV Ile f Ar ly L AWAY p �1 _ a CURVE DATA CITY 0 F RANCHO C UC AMO NG A GOkY-,TZU&T STf-MT I MpP0vP-0t JTZ '('(PIGAL c-oeGTIOPI 0I1 SHT. I NOIeTH PAeY-W,&* a �1 �I I� �I BANYAN STREET oQRpFESS/f) PAY- CD AY- F� Z L" No. 38610 rrl axP 3-3-e� Sclvl%. r9lF OF CA1-�F�� O a 100VG L i ? + t ; ; , 23°00,00" c-TVA'rOP OP SOVTH LvrP� X01. � >' Z0.4* , �� Z3•oo�00" �1�8•alo� 3a�.l�I' ZoI.OI' G I : : i i : � � .61 �• �x 15T. dI20U►�I� � � L.Y l.Jl� ^�—✓ Z7.00' .1617 1 i - t 1 1 J , �► : t ; a1 ;NNS N ' •/' { 16 2 1-5 �- i f? f i 1615 K , t U I i i i 1 id N S .111 '4 t t, 1613 /k f� /��. _ , t I : : 0. 0+00 1+00 2+00 3+00 4+00 5+00 0400 4- OA1 YAM ST. 1,4+07-40l k. HAve" As/e. W Q Z W a e -,r -P- gHT• Z I) ,ftt SHT• Z 11 CONS I UCTION X(yl 4 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" CUTTER (STANDARD DRAWING NO. 303) S0 CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) 13 INSTALL CON113TNATION STOP AND STREET NAME SIGN (STANDARD DRAWING ' NO. 402) 15 PAINT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, \� PARALLEL, TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) \� 17 PAINT STANDARD CROSSWALK MARKING 6" WIDE SPACED 6 FEET APART \� I18 2TSTALL STREET LIGHTS (BY OTHERS) 21 INSTALL EQUESTRIAN CROSSING (W-45) S I Ito II + + %-4 S 100 5, BANYAN . 4 I N89052'45"E 2 �Z r� t •`: ROFILE1 §C LP i sF2.41' ♦ - - HOR[Z. Wil" .=40. 1i I t i RT. i r .G O , V E I1- 4 { 6+00 �--- -7+00 8+00 _��X151• W'� K� W —U �- �XIZT. J&" WA►T�IzMA10 � V � �x��'f 9�" M.IJ.n. WA►T��u�l� �1 o \ \D W J I ? • � / VVV Ile f Ar ly L AWAY p �1 _ a CURVE DATA CITY 0 F RANCHO C UC AMO NG A GOkY-,TZU&T STf-MT I MpP0vP-0t JTZ '('(PIGAL c-oeGTIOPI 0I1 SHT. I NOIeTH PAeY-W,&* a �1 �I I� �I BANYAN STREET oQRpFESS/f) PAY- CD AY- F� Z L" No. 38610 rrl axP 3-3-e� Sclvl%. r9lF OF CA1-�F�� O a R L T 23°00,00" 1000.00' X01. � >' Z0.4* , �� Z3•oo�00" �1�8•alo� 3a�.l�I' ZoI.OI' G I `10°00'00" 27 DO' A'2. �i' Z7.00' APPROVED BY CITY ENGINEER DESIGN RP DRAWN RS CHECKED CITY TRAC T NO. 13117 - (PHASE I — TRACT N0. 12873) PLAN AND PROFILE BANYAN STREET EXP• DATE -� -.-� 0 "1•A✓•01' R.C.E. NO. 23889 PREPARED IN THE OFFICE OF RECOMMENDED DWIGHT F. FRENCH, INC.` 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR, CALIFORNIA 91765 (818) 912-5321 (714) 594-2943 3 OF 9 DRAWING NO. R.C.E. NC. ��� DATE 2 -S^A(o FILE NO. ��� ,, t 71 .4I f HM NQ. B 4- E &*' 04; 1 8.126 I �x l�'j• H GROUhli7 N'LY Yom' I� iD•G. .! . d.G; 'H7C3H%A1 N Fif'ND` PiVET . 4 SE's' AT THE B�R�S l –�I IN TOP EST GONG. WALK OF DRAINAGE CHANNEL ANEI A ►—�" SOUTH E D OF 4 FEbET CHAIN �INK I ENCE, 44 F IL • O ?OP. O>s IJOI�TN P' r CENTER NF SOUTH I !OUJgD'LANES Off' H VtN )kV NUE D I r Q 6r2*m •F 4ulz $ 1 1 i ! ; ; FEET SO H:CENTERLINII HMHLAND AV NUE. i t t1 S �•� /`I 1 1 r ♦ 1 LL``=77 i - i • • 1 }• ' • , ' • • _ t _ ' _ + 1 ; Y ! 7 ! t ! 1 t t 1 1 !Q7 ! i i t 4 • i I ' 1 : + f. ¢aclyT. "ot1N17 T i ? } I } i f ? j } t t I t 1 t t t tt t tt t 1 1 , -GiayA4pw &9ALE 1 i t ---- i 4 -i --t- -� -t --; 4 4 . _ - ---t - -- - - ! tt f { f , t Mi t t• � ` + : f k 8 R L T d ►A a 0 z 17' 07.3Z' 6+00 .w PAVEMENT MARKING (BANYAN STREET) eXI.r.-T. G 0 -DUNG ce "Gl' LY 9/ W 5+00 TYPE n YCi, I,oi.J �t1=l,ItGT012 G� D 4+00 , 1 ,• ;o ! I ! 7 ! r t l ! 1 r + t ! t ' ! r t t j - - - , ! : , - ' { c,�an>: fvl2 ToP of yoU?N c11K� N � � i ! i i : 4 + t -} LL _ i 1 ! ; 1 e '16650 t t t 1 t a1 ; # t t - - 1- R €t -- - - OCG O G T t l ; HbR 4 3+00 2+00 1+00 0+00 MERLOT COURT fa-� � ,��t•O .%o G -G�� AWAY pL c CURVE DATA Q a R L T d loowb001' IIZ•00' Z1I.32' 14.15' G 10°00'00" 10z"' 17.x0' 0-41t, ji G�'I 150" A5 -ow, 9.70, Z41.10' 12, !off' I I' Se• Z*7•0o' 31 •G7' 17. q l 07` 11'00" 5b.00' 00.27' 55.23' CON51R1UL; l l Nwom OCONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) 4 CONSTRUCT P.C.C. CROSS GUTTER (STANDARD DRAWING NO. 306) OCONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) 7 CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 305) 8 CONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRAWING NO. 310) 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD DRAWING NO. 402) 15 PAINT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) SEE DETAIL 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 1 17 PAINT STANDARD CROSSWALK MARKING 6" WIDE SPACED 6 FEET APART 18 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) CITY OF RANCHO CUCAMONGA TRACT NO. 13117 (PHASE I — TRACT N0. 12873) PLAN 8 PROFILE M E R LOT COURT oQ�pF ESS/n�,91 PAY T APPROVED BY EXP DATE CITY ENGINEER �'Z'3� g9 R.C.E. NO. 23889 y ' DESIGN RZCOMUENDED cm rlm PREPARED IN THE OFFICE OF La No. �a-6 oe�1 RP DWIGHT F. FRENCH, INC. 1 � `t��4� o DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET CIVIL �� DIAMOND BAR. CAUFORNIA 91765 �F �0�� R S (818 12-5321 (714) 594-2943 4 OF 9 OF CAV CHECKED DRAWING NO. R.C.E. N0. GITX DATE �-S-B6. FILE NO. ��� T ♦ 16 �3 '+ f6 1 , , I r -Y �. 1630 1625 7+00 1653 1631 8+00 cxIST, G1totlt�ff7 /� 9+00 ;gam .o.�• , _., � .+ � � ��`.� �. #L , r f i I 1 i ; P Ott N 1657 i }'012 t0 Npl Lt 1 _4 4 1 1 1 : 4t -Poo— t t 4 1 4t i j ♦ , i •� i : j 1 1 I i i •O l✓ I :i : i 'C. i6 IIII tn t M ; 11 - i I i i i ILIIgH yid '. 1 I i t w; :u�'> o al 1 4 Vt\' t N t' : N , �_ .4 -Z . . . . . . . . fi0' dG : lob vc, . . . . . . .I. EL• I&". P1. Ef. =1 35. o 4 tZ.�b ax 10+00 t : t i &CAoIL F tv of OVILITH "M 11+00 12+00 BANYAN STREET IN on ta IS v 43v : JV4'Y4 /4 V4 107 1655- ' vu 1 In 4- 40-41, 42.41' OIG • O.G. L 13+00 14+00 MUSCAT. PL. ,I- 5Hl. to IF t 00.2 Z Mc FE TAT pPUAVARY CURVE DATA Q a R L T )BM N4 H 500.00, ; IAD. 83, 171 22•q�b'ID" 4�t.00' Igo.Z4. �.3�. I27, , 5ZZ.Od Zo7.75' 105.27 � 9p•o0'Ob" t q'Z.�il' t t , E:CI-tANl1EL DIA T $OUTH END CENTERL OF 4 .FEJT LINK FENCE,: E SOtTTi BOVD DAMES Olt H 44 FEET' W�S I�fi V11VLNU�iD'2 - FEET SOU Ill.CENT11RUNE HIGHLAND AV NU:E. « t t i t f t t t t — - — ; , h } t -4 t } j { { t } t { f ♦-{-�--- - - - - — t} ; 1 t1 1 j ♦ t}} t t { t I , 1 ; ,- -f i 1 ; ; t t 1 t . i t �{ 1 r t j 1 T;♦ ; rt t jt« a j4 4 1 } 1. {_t t ; I i 14 4 4�.{ I , i I T ♦ 16 �3 '+ f6 1 , , I r -Y �. 1630 1625 7+00 1653 1631 8+00 cxIST, G1totlt�ff7 /� 9+00 ;gam .o.�• , _., � .+ � � ��`.� �. #L , r f i I 1 i ; P Ott N 1657 i }'012 t0 Npl Lt 1 _4 4 1 1 1 : 4t -Poo— t t 4 1 4t i j ♦ , i •� i : j 1 1 I i i •O l✓ I :i : i 'C. i6 IIII tn t M ; 11 - i I i i i ILIIgH yid '. 1 I i t w; :u�'> o al 1 4 Vt\' t N t' : N , �_ .4 -Z . . . . . . . . fi0' dG : lob vc, . . . . . . .I. EL• I&". P1. Ef. =1 35. o 4 tZ.�b ax 10+00 t : t i &CAoIL F tv of OVILITH "M 11+00 12+00 BANYAN STREET IN on ta IS v 43v : JV4'Y4 /4 V4 107 1655- ' vu 1 In 4- 40-41, 42.41' OIG • O.G. L 13+00 14+00 MUSCAT. PL. ,I- 5Hl. to IF t 00.2 Z Mc FE TAT pPUAVARY CURVE DATA Q a R L T )BM N4 H 500.00, 1°10. °141' IAD. 83, 171 22•q�b'ID" 4�t.00' Igo.Z4. �.3�. I27, ?W40'10" 5ZZ.Od Zo7.75' 105.27 � 9p•o0'Ob" Z�.DO' q'Z.�il' Z7•AD' CONSTRUCTION NOTES I CONSTRUCT 4"A.C. OVER 4" CAB Y CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) S CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) OCONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRAWING NO. 310) 13 INSTALL COMB?NATION STOP AND STREET NAME SIGN (STANDARD DRAWING NO. 402) 14 CONSTRUCT BARRICADE (STANDARD DRAWING NO. 404) 15 PA'_NT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARI! LLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 18 INSTALL STREET LIGHTS (BY OTHERS) 10 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) 21 INSTALL EQUES—RIAN CROSSING (W-45) Q 4 V rif Esslofe , PAYTG� L" NO. 39610 r" axR 93-M J, CIVIL �! �91F Of CA d CITY OF. RANCHO CUCAMONGA TRACT N0. 13117 (PHASE I — TRACT N0. 12873) PLAN AND PROFILE BANYAN STREET APPROVED BY EXoR DATE O r CITY ENGINEER /2_ 3/-I•E. NO. 23889 DESIGN -PREPARED IN THE OFFICE OF RP DWIGHT F. FRENCH, INC.P` ' 8` DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR, CAUFORNIA 91765 IRS 18 12-5321 (714).594-2943 5 OF 9 CHECKED DRAWING NO. O� CITY DATE 2- 'Bev R.C.E. NO. FILE NO. 411(JP { } i )BM N4 H 148 _ ' AT THt S17C �16HL�4 A0I)*A AV VAS. 44 Ia- t IN TOP WEST CONE. i WALL: OF DRAIN iCHAIR E:CI-tANl1EL DIA $OUTH END CENTERL OF 4 .FEJT LINK FENCE,: E SOtTTi BOVD DAMES Olt H 44 FEET' W�S I�fi V11VLNU�iD'2 - FEET SOU Ill.CENT11RUNE HIGHLAND AV NU:E. « t t i t f : t — - — i , h -4 } t { t } t { f ♦-{-�--- - - - - — t t { I , 1 ; ,- -f i 1 ; ; t t 1 t . i t ; rt t jt« a j4 4 _ 1. {_t t I i 14 4 4�.{ I , I i + } } + t I j t! ll j +1 RdF E CONSTRUCTION NOTES I CONSTRUCT 4"A.C. OVER 4" CAB Y CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) S CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) OCONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRAWING NO. 310) 13 INSTALL COMB?NATION STOP AND STREET NAME SIGN (STANDARD DRAWING NO. 402) 14 CONSTRUCT BARRICADE (STANDARD DRAWING NO. 404) 15 PA'_NT CENTER LINE MAKING NORMAL BROKEN YELLOW LINE WITH TYPE D REFLECTORS (STANDARD DRAWING NO. 407) 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARI! LLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 18 INSTALL STREET LIGHTS (BY OTHERS) 10 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) 21 INSTALL EQUES—RIAN CROSSING (W-45) Q 4 V rif Esslofe , PAYTG� L" NO. 39610 r" axR 93-M J, CIVIL �! �91F Of CA d CITY OF. RANCHO CUCAMONGA TRACT N0. 13117 (PHASE I — TRACT N0. 12873) PLAN AND PROFILE BANYAN STREET APPROVED BY EXoR DATE O r CITY ENGINEER /2_ 3/-I•E. NO. 23889 DESIGN -PREPARED IN THE OFFICE OF RP DWIGHT F. FRENCH, INC.P` ' 8` DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR, CAUFORNIA 91765 IRS 18 12-5321 (714).594-2943 5 OF 9 CHECKED DRAWING NO. O� CITY DATE 2- 'Bev R.C.E. NO. FILE NO. 411(JP i .43 1. 4z / 10 7. t-/Z'COO, Gb' �� ! O elvAi t- wr- 'TOQ QF 'Wmcp? cum IL d. � 4Z 4t 41t 64 : �• � V y�, i O.G. S. o_a . 1 00 160 , ;�- $ 165' 1 1 �' N 1616. 1598 r , LMIST R4011)I - . ' . OF. 1. e1 Vrellue&'� 4ir L`xlyT l�fZO ND G$ ' t� b I p /'� IN1tt7 4R�Di a; " ' I ' $ 1 f 1'oo;4 1637.1 P ti i ; t� fi•x1'-t A ;�•.�J- V SH�� ,c/ka,o��bN / EI � MWt�,aT(.o1C�N+c�tauc¢Nowu /LIaNt AliP.I,. n�O► � tt` o N; - ,� p+ � Oo V ` 4tr Q -o_ 4 ; E ►,.�� �C/i�12AD ip-� i 4 41 : -j 1620 160a — i6�7! Ls fA Val 164&POO CL 1615 595 1635 �4—it2 IA- •41� it 1prt9P tdST GUR$ _ i j• 000 N ° 0uri ° G?�i " _ r5v vc o �' ► d/ a/4 b4k e,�; P. I . EI.. 159 7 3�p' , - - - -. -- - - - - �. g+ 4g s: A � r 0+00 1+00 s 8 1 SyT w t N 1 N 2+00 1620 -1 I � _ - IA1 1597 . ... Q A '::... .... f . . 1615 1595- . LfL,lo�•l�ij d4 3+00 4+00 0+00 5 GoFJs'TIzt1�T STtzE�T IM�c- � �I ME1� Ptt� TYt°Ic.�►L �Tio�l • otJ 5H't. I �I SHERRY COURT CONSTRUCTION NOT© 2 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) >i CONSTRUCT WHEEL CHAIR RAMP( STANDARD DRAWING NO. 310) 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STAP.DARD DRAWING NO. 402) 16 PAINT STOP LINE l5nLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 18 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRLWING NO. 604) i 20 CONSTRUCT UNDER SIDEWALK DRAIN (STANDARD DRAWING NO. 507) 5' om TD THE G1TY Or- l2mcHo G06AH004A F491Z ep,faaM tg12Alw PUizPve:,-� CURVE DATA O / VIA - T Ge U14 -rot' 20°01'17" 250.00' 67.36' ,O7~ IST GULB � O S � 232, 00- T2.1�2' 36.46 At. 18°31'20" t ►� �` fi �j IOD. 00' 3!.42' N 1 N 2+00 1620 -1 I � _ - IA1 1597 . ... Q A '::... .... f . . 1615 1595- . LfL,lo�•l�ij d4 3+00 4+00 0+00 5 GoFJs'TIzt1�T STtzE�T IM�c- � �I ME1� Ptt� TYt°Ic.�►L �Tio�l • otJ 5H't. I �I SHERRY COURT CONSTRUCTION NOT© 2 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) >i CONSTRUCT WHEEL CHAIR RAMP( STANDARD DRAWING NO. 310) 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STAP.DARD DRAWING NO. 402) 16 PAINT STOP LINE l5nLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 18 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRLWING NO. 604) i 20 CONSTRUCT UNDER SIDEWALK DRAIN (STANDARD DRAWING NO. 507) 5' om TD THE G1TY Or- l2mcHo G06AH004A F491Z ep,faaM tg12Alw PUizPve:,-� CURVE DATA O a R - L T A 20°01'17" 250.00' 67.36' 44, I5' Ai I7 ° 51'4°1" 232, 00- T2.1�2' 36.46 At. 18°31'20" 46806 86.64' 4 ,70' 18° Gi�'00" IOD. 00' 3!.42' 15.f34' G`Gf0'Go" P ?.D°O I ' 17 ' 250.00' &i156' 4+. I V Di ZO& 01' 17" 25'�•ct 81,07' 4o.-%, i22 foo(' 17" 268-00 °13.G5' 4731' E- 11°to, �FZ~ wc»' IOD.17' 50.25' �, `I'�„ q6".00, t 1)o-0 7 � I I ° Z�' 42'' Se0•Gb' 100.17' S0. ZS' 103,77' S OU sE� 1+00 2+00 syr 8 g �- ROFILE�C4Li } HORIZ.-I :i' 40' ; II 3+00 4+00 5+00 6+00 ar su�'>`Y Qs T St:�TIoN oN SIT. I (WM,?T OW tr►ST PWY) "t 1d MUSCAT PLACE a ia. � CONSTRIIL"ITOI". NOTES �o 4 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) S CONSTRUCT 4" P.C.C. SIDEWALK (STANDAhD DRAWING NO. 311) QRpF ESSli 7 CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 305) CONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRnWING 140. 310) PAYTO� INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD DRAWING � NO. 402) CD Pr1 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, W No, 38610 rri PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER cc W. 3 3 -CI STATE OF CALIFORNIA SPECS.) CrV1L `* 18 INSTALL STREET LIGHTS (BY OTHERS) ^ �`` CO�� 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) F Of vA20 CONSTRUCT UNDER SIDEWALK DRAIN (S ANDARD DRAWING NO. 501) ,H T. 5 Z Z Q m A, I—! v ' I NI �I CITY OF RANCHO C UC AMONG A TRACT NO. 13117 (PHASE I — TRACT N0. 12873) PLAN a PROFILE SHERRY COURT MUSCAT PLACE ro— APPROVED B 116j, EX/° DATE CITY ENGINEE �2' 3/- R.C.E. NO. 23889 DESIGN PREPARED IN THE OFFICE OF RECOMMENDED RP DWIGHT F. FRENCH, INC. o* -� �-z1 DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMOND BAR, CALIFORNIA 91765 RS (818) 912-5321 (714) 594-2943 6 OF 9 C,AECKED R.C.E. N0. �010 DRAWING NO. o G1'rr DATE 2- 5#6 FILE NO. 61'16P & a�. IE -- I&. It - 1652 �► dV 1628 . L i I 1632 OG 0+00 E' c -Y Rti✓ � Sl' \O sr CPN of �CQL, �xt�T. �~ M.w.c �Ja,TcRl.l►J� 4 "IsT. H.W.P. R/W sT -ca �� u �,�CIST. IG" WAT�I[MAIu >� `�� �3 '• I I 1+00. • I000r�—T W4P AZ I' 1 MERLOT CT.IPV I \ 2ti SSC. 4 N 0 P O P 2+00 v OI c �rb1� Toro�' 1692 i i i ROFLE': CbL OF .. T cuRo ° i ! j HORIZ. I' =40 VERT. 1: =41 '�Z 3+00 4+00 5+00 "' 6+00 5tt rvH?. 8 CHAMPAGNE RD. bjL 03 � IL 00icy q� q I I CALLAWAY - — wKEF PLACE 0 � _ - r K h �•IVA t WV wl� 1I �,OIJS'f. s1• IMPt'oV�M�WTS PSR 1YP htGT" OQ I *HT. I * I r rI 6 Ni 1 1 18. s' I r _ • IL � I GOIJ�7. ST. IMP�ovEMc►.lTy 1 � P�t2 iYr gEcTlofJ orJ sHT. I CHAMPAGNE RD. 60* SH'f. 8 CALLAWAY PLACE V � A CURVE DATA O a . . . . . BM NO. 9? B ELEVATION lfxg iM' . A ZZ 4& IO" ' AT THE S C'HT0HLANt) ANDY HAVEN AVE UES. 'SES' BttA*S I IN TOP EST CONC. . WALL OF DRAIN GE. CHANNEL AND A 232.49' It."' 46.71' SOUTH END OF 4 FEET CHAIN LINK FIENCE, 44 FEET WEST 41. * 1' 1.7-49' CENTER NE SOUTH BOUND LANES OF H VEN AVENUE 1 ND•14 FEET SO H CENTERLINE HIGHLAND AV NUE.: ; b t j { �y — —16J4 t i t j — t r+ --t I,l 2 i j i t 1 ` t t t i i + - - 1692 + int{i�rt� ���� + t T 14 + i . 4 i- 169 T• J I - i 1692 j r i 1694 f 1 _ N 1 I i c �rb1� Toro�' 1692 i i i ROFLE': CbL OF .. T cuRo ° i ! j HORIZ. I' =40 VERT. 1: =41 '�Z 3+00 4+00 5+00 "' 6+00 5tt rvH?. 8 CHAMPAGNE RD. bjL 03 � IL 00icy q� q I I CALLAWAY - — wKEF PLACE 0 � _ - r K h �•IVA t WV wl� 1I �,OIJS'f. s1• IMPt'oV�M�WTS PSR 1YP htGT" OQ I *HT. I * I r rI 6 Ni 1 1 18. s' I r _ • IL � I GOIJ�7. ST. IMP�ovEMc►.lTy 1 � P�t2 iYr gEcTlofJ orJ sHT. I CHAMPAGNE RD. 60* SH'f. 8 CALLAWAY PLACE V � A CURVE DATA O a R L T A ZZ 4& IO" 250.GIS' °1`t . �' 5AZ' Az O* X14'' 10" 232.49' It."' 46.71' 1!5 110x1 opo" Z 7.00' 41. * 1' 1.7-49' CONSTRUCTION NOTES OI CONSTRUCT 4"A.C. OVER 4" CAB OCONSTRUCT 3" A.C. OVER 4" CAB OCONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) 4 CONSTRUCT P.C.C. CROSS GUTTER (STANDARD DRAWING NO. 306) 5 CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) 8 CONSTRUCT WHEEL CHAIR RAMP ( STANDARD DRAWING NO. 310) 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD DRAWING NO. 402) 14 CONSTRUCT BARRICADE (STANDARD DRAWING NO. 404) 16 PAINT STOP LINE SOLID WHITE 12" WIDE ACROSS HALF OF THE PAVEMENT, PARALLEL TO CROSSWALK LINE: WITH THE LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) 18 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) oQVOf ESSjfj11 (4� PAY col 2 LAj No. 38510 r1m * txr• '!l-130-61 CIVIL �! CAOIA 40 - - - - 7— -- r- - - - -- - -- -- - - - - -- - - - — -- - - IG�s!. s✓ v4 T h2 � �!'2.�t!' 1' T� i 3, 3 3i, b3 32l' i !o '.�'Z' i A"ZA, I' 2:411 I i I I OCG. PI.GL• ZZ ' o pG t } ]0.192 TI K Q 6_ I ! ;o « } « ' 1 1 } ; j ♦ } ' 44,da a�4 , 44 a:,o/ pc4 ; AT "14E rG Lr N Ai�II iA1 E R E$. ET tsl�A ASK 1 ' . . . ; i i ; - t « LLQ TOP. W T' CONa ALL D � AT- SOUTHEN F 4 EEIT HAIN' LINK F NG' HAN2�Eli Al$w N E, 44 }' F * 1� )-T j ? N CENfiEHL �'OVTH TIOUN'D tANES OF'H A? LimU11 Ail ## f i -{ } _ t } FEET S©U GENTEALME 11IMLAND A'VE U�. i a o : 1 ; rt 0 9 To M o; frRAl7E !'OR PAF j - +' ♦ rIM J tel_ . i -i - ! - - -• + -! ® — , 1115 7f - - -T — • _ _ j + - -1 -_ ..� -- -- } - - IL N/ �r y, t a� + y o s� 1 V 1 9- -v ;�' V0 %.l ' 4 - ar - z i ; r : —«- : : -f -- +. v .j- + } 1. t V - r _ 1 t 1 - ! �6b7" _ si . . . . . I i { +•• + - '� « T I I I a1 « 1 605 , , t Ij � + i 1 , 1 ; A I I , O . 4 • 1 O 1 1 d 8 t } t I V } ee V . T 4 _°. =o•�oy t !! + + - + r ; -t _ 1 t + I 1 1 ii 1 { 18 f I I j lIA .rte A - I + i _ N n 1 T 11 C i} 1 i ' t I i I 1 + , + + + . { EIS 50' vG t t i t._ t I t � � ♦ ��^_� 1 ; y.-•-.� ' ! 1 � `J ; j - 1 1 � _ 1 _ l ii ; ; � : 1111 � # }, ♦ - t f t f t 7° � ; � � I �D 0 0 ' - �► ' ,co 0. ' ' Tom. ' . t i ' i : -. V ° 1595• t ' t + IV t h'7 6l4 4!4 M ��tltltl cc� g ° o r u R *.� kA 6�I 160 1 3 tlJ '27• I f t I t t 1 1605 4 G/�► t ! r R • FILE It . 1 ' � V tom• r � r t � t 1 1. + 1,5tig' . IST GR�uPt� so vW, .41 �42,4� BL0rt �l! 8.�2 . 3,3 ; r } r HOR�Z.t1� 44 t _ G LY � r'olm) . - or, _. - . . .. - - - - --- - -- -1 - - — -. --- 1-a - --- -- � - ---- --- _ _ _._ ._ ...: _ _- - -- _ -�- V R __ ' 0+00 1+00 2+001, 3+00 4+00 SCE ewy- -75+00 6+00 7+00 8+00 9+00 10+00 11+00 CALLAWAY PL. SLS L� $HT• Cv coNSTRvcTrox xoTIlk Es �UGT OTCLCT IMmov�MEiJTS a CONSTRUCT 3 A.C. OVER 4 CAB ? �► d °' w SHERRY CT. 0 " " P� 'fYrIGAI, �t.GTIOIJ ON SH'f• 1 Id! ► Iar I �' 4. It� O CONSTRUCTS" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. S03) Q r 4 CONSTRUCT P.C.C. CROSS GUTTER (STANDARD DRAWING NO. 306) N4 O T " 1 1 I 5 K / �� $ ' S CONSTRUCT' 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) a CHAMPAGNE M 1�W ` 0 w •S \Q IB �8� I. r 8 CONSTRUCT WHEEL CHAIR RAMP( STANDARD DRAWING NO. 310) 14 CONSTRUCT BARRICADE (STANDARD DRAWING NO. 404) nw 0 (� T Ocy gyU,-\ 19 INSTALL STOP SIGN ONLY (STANDARD DRAWING NO. 402) AI (f0' GC o �' {�� — 3 �'� ��D 0ISP b 'U pl ,,�,j 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD DRAWING �0 I �d� N 89 4 5 E 2 ` a — ► s '� O NO. 402) _,� , �8 G''• .� 3 2 �� t �0'.. l8 0' o �D o I!v �(k �.N �b f �V' +L _ (� 0 tt,� ��D D \ W �U N ` ,, �/n A�/ 16 PAINT STOP OTO INE SOLD WHITE K LINE 2" IDE ACROSS HALF OF THE PAVEMENT, 4C LETTERS STOP 8 FEET HEIGHT (PER STATE OF CALIFORNIA SPECS.) O N i8 Ute/ V Aw� 18 INSTALL STREET LIGHTS (BY OTHERS) G ��.�Z GJ I� _ (Z }r M . �' ECiK p j ,�0��,4 vF ND j yY / �AT 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 604) _ m , Aj tip O a - 5tt. yHT. 7 / m CALLAWAY PL. VALINDA AVE. 4 K=I`- CURVE DATA stl- sNT. Oth w � a4 O A R L T � >~ti A 5 5'� Ob IOOO.GID' 104. A7 �2. Zi (� Q• � I'1 Al 5°'p 9' 08" 5a.22' n N 06" lot -M• 1o2,6ay' S1• ' 9!5 #10*00' oo" 2-7, O 42,41 ' 2-7,OU CHAMPAGNE ROADM000�'00,� 27.00' AZ•,+I' 2IM' - - — 20°01'1%" 250.00 7. go *A -r3, pl 1 $0601,17" 1 Z00.Oo' j Of 3,(05' j 47,51' oor, ps $40"01' 17" 23Z. 81.07' (PHASE I — TRACT N0. 12873) Ess/��'� CHAMPAGNE ROAD APPROVED BY EXE DATE ` CITY ENGINEER 8R.C.E. NO. 23889 DESIGN R P PREPARED IN THE OFFICE OF DWIGHT F. FRENCH, INC. 26.0+' DRAWN R S oQ%of PAY EI 920 09' 28" 21.00' 3.43' 4X:%12-5321 R.C.E. N0. WIO DAA 2- t-86 FILE N0. CHECKED CITY DRAWING NO. 61C* EZ 910 29' �7" Z-7.Ou' 4'x.12 L77Z' y� F ®`Ole' 33' 6;00.0 V 77' m cm 0 40 FI a OG 3� 45s,ov r"g,,. 3417 ` FZ 8° 0' 35 51800, 7& 52, 56— 7'Z' CIVIL � Of CAI.��� 6r r �o � aD , 27, po 43,4( , Z �, U v /0 CITY OF RANCHO CUCAMONGA TRACT NO. 13117 (PHASE I — TRACT N0. 12873) PLAN Sri PROFILE CHAMPAGNE ROAD APPROVED BY EXE DATE ` CITY ENGINEER 8R.C.E. NO. 23889 DESIGN R P PREPARED IN THE OFFICE OF DWIGHT F. FRENCH, INC. RECOMMENDED �1p` q•�21�gG DRAWN R S SHEET 8 OF 712 N. DIAMOND BAR BOULEVARD DIAMOND BAR. CALIFORNIA 91765 (714) 594-2943 4X:%12-5321 R.C.E. N0. WIO DAA 2- t-86 FILE N0. CHECKED CITY DRAWING NO. 61C* DAKOTA AVENUE ►1 5+00 1 1688 Ll 6+00 6+1 �1 8 oeeepawcr•T �o.�QpE'► ovS cu�£,T. ,QGG o!14t . 5T:'z5r" N ., 5 - ;''.A.` lab 50� All! A N J. P Oso OO LINE M,A,-rGN gG CH4Mp4GNE RD. CONSTRUCTION NOM 2 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) SO CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING 140. 311) SAW CUT AND REMOVE EXISTING A.C. it INSTALL STREET NAME SIGN (STANDARD DRAWING NO. 401) 10 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 004) 0 0 0 U O X %b SM NO. 92-B ELEVATION 108.026 d _ AT THE C IIIGHLANt AilD'HA'VEN AVE UAS. SEt 8;�tA S iS1 /4 �� IN TOP ST CONC. :WALL OF DRAINAGE. CHANNEL ANDi AT 10, e18i1 vJ8t - sv,'�, �' i 8o8♦ ►%/ Ct'1Nt`7'��. �`�ZAG�7/+ 10! ♦p:OCf1 P.I• OEL. IQ•Oa--O��•OUly 1 r OUtiTH it E D O F 11 4 Fi EE1' t ' T C-H-rA IN� i LiIJ,S N_K a1 F NCiit� E {; j 44 t ; II -F-- E}1t fif : E- - .T- }1 , WE fE'; i' S --I ,*D'14 0if CEdTERL NESOUTH BOUND -LANES OF H VgN AVLNUE _ 1610 FEET SOH CENTERLINE HIGHLAND AV NUE. W T cu 1ro08 a o1 Nt j 1 do 0;0-01 - f ol 0000, t ;1661 d¢ADt "bP F15Gt166b `1 1 } + t t i ROFILE! �L HORIZ. -- I =40 VERT. 1;=4 7+00 8+00 9+00 ?_ ;' FAQ ,Or VALINDA T -- - - NO°0035 W 3 PER PPISTR,',:, ON SH S9 -i NO 1 ♦- O VALINDA AVENUE, oQ�pF ES Sir), PAYcm uj No. 33610 t P 3.3-D'1 30 'rF OF CA1.1F���► ' 'a � L CONSTRUCTION NOTES aa+rir�'C(,C" (W1•!p.Rt 5tl", 4 KF-.vcNv. 10.O9'al0" 102.6x' ptr:V!Ot,tsr EXI�r+T1NCs °b67 --- CONSTRUCT 3" A.C. OVER 4" CAB EX:6T;;v0 AG OVMT AI�EP��".J "PAR '.*7 4*..4V' W,T •i '••x•41 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) IN K00 AT CoRPoDE5. *V V' 47" 17-M' M-4,3' CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) I I I4*,,90 gq" 5P GO' 7 CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 105) I� w Z I' v" I01.4w, /lot/W o + + DAKOTA 9O + �- AV 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD GRAWMG Q N0. 40 2) LLl W 10 PAINT STOP LINE � LL TO CROSSWALK NE: WITH THE LETTERS STOP I EETWHITE 12" WIDE ACROSS HALF OF EHEIGHTL (PER PARALLEL C c 4 NO° 0'50" STATE OF CALIFORNIA SPECS.) AVE. I 18 INSTALL STREET LIGHTS (BY OTHERS) /� 0 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 804) R J Z �► Iflw °t '6 9 b� °I+Gel.0i VALIPPA AVr-. EXISTING T IMOmw !ISNTS iy g GoI-'roT ZUCT GTRerT !M'ROt'EMENTS PER TRACT NOI X75 - !LAN G82- b MR. DETAI'.5 ON SHLS' �0 v DAKOTA AVENUE ►1 5+00 1 1688 Ll 6+00 6+1 �1 8 oeeepawcr•T �o.�QpE'► ovS cu�£,T. ,QGG o!14t . 5T:'z5r" N ., 5 - ;''.A.` lab 50� All! A N J. P Oso OO LINE M,A,-rGN gG CH4Mp4GNE RD. CONSTRUCTION NOM 2 CONSTRUCT 3" A.C. OVER 4" CAB 3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) SO CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING 140. 311) SAW CUT AND REMOVE EXISTING A.C. it INSTALL STREET NAME SIGN (STANDARD DRAWING NO. 401) 10 INSTALL STREET LIGHTS (BY OTHERS) 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 004) 0 0 0 U O X %b SM NO. 92-B ELEVATION 108.026 d _ AT THE C IIIGHLANt AilD'HA'VEN AVE UAS. SEt 8;�tA S iS1 /4 �� IN TOP ST CONC. :WALL OF DRAINAGE. CHANNEL ANDi AT 10, e18i1 vJ8t - sv,'�, �' i 8o8♦ ►%/ Ct'1Nt`7'��. �`�ZAG�7/+ 10! ♦p:OCf1 P.I• OEL. IQ•Oa--O��•OUly 1 r OUtiTH it E D O F 11 4 Fi EE1' t ' T C-H-rA IN� i LiIJ,S N_K a1 F NCiit� E {; j 44 t ; II -F-- E}1t fif : E- - .T- }1 , WE fE'; i' S --I ,*D'14 0if CEdTERL NESOUTH BOUND -LANES OF H VgN AVLNUE _ 1610 FEET SOH CENTERLINE HIGHLAND AV NUE. W T cu 1ro08 a o1 Nt j 1 do 0;0-01 - f ol 0000, t ;1661 d¢ADt "bP F15Gt166b `1 1 } + t t i ROFILE! �L HORIZ. -- I =40 VERT. 1;=4 7+00 8+00 9+00 ?_ ;' FAQ ,Or VALINDA T -- - - NO°0035 W 3 PER PPISTR,',:, ON SH S9 -i NO 1 ♦- O VALINDA AVENUE, oQ�pF ES Sir), PAYcm uj No. 33610 t P 3.3-D'1 30 'rF OF CA1.1F���► ' gf-1, *IT. a CURVE DATA Q 'a R L CONSTRUCTION NOTES A 10.O9'al0" 102.6x' 2D CONSTRUCT 3" A.C. OVER 4" CAB & "PAR '.*7 4*..4V' 63.72' CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (STANDARD DRAWING NO. 303) Ib *V V' 47" 17-M' M-4,3' CONSTRUCT 4" P.C.C. SIDEWALK (STANDARD DRAWING NO. 311) I I I4*,,90 gq" 5P GO' 7 CONSTRUCT DRIVEWAY APPROACH (STANDARD DRAWING 105) I� w Z I' v" I01.4w, 8 CONSTRUCT WHEEL CHAIR RAMP( STANDARD DRAWING NO. 310) 9O SAW CUT AND REMOVE EXISTING A.C. I 13 INSTALL COMBINATION STOP AND STREET NAME SIGN (STANDARD GRAWMG Q N0. 40 2) LLl W 10 PAINT STOP LINE � LL TO CROSSWALK NE: WITH THE LETTERS STOP I EETWHITE 12" WIDE ACROSS HALF OF EHEIGHTL (PER PARALLEL C c STATE OF CALIFORNIA SPECS.) AVE. I 18 INSTALL STREET LIGHTS (BY OTHERS) /� 0 19 PLANT TREES IN STREET R/W (STANDARD DRAWING NO. 804) Z �► °t '6 9 b� °I+Gel.0i VALIPPA AVr-. Z 1+9Z.101 4- 0AWA60t RP• I,Giz 13 Q �I gf-1, *IT. a CURVE DATA Q 'a R L T A 10.O9'al0" 102.6x' 17• ew 81 Z' & "PAR '.*7 4*..4V' 63.72' 40101 , Ib *V V' 47" 17-M' M-4,3' G I I4*,,90 gq" 5P GO' IIS 00' 9�i •�+s� I� w Z I' v" I01.4w, ! tib. o' 18.32'