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In M LLJ + 0) C14 C4 C> w 5' PU 9 CID Go -40 IRt \0 1 00 2 3 4 5 6 7 8 5' PUE cli 0 T A 00 cc 2 w 8,0 CO go W LEGEND: + + + ;-- + - + �-- + - + - + - + - + - R /W + 04 R/W __j _j U") _j LO _j _j rl- __j r- _j IC2 _j Of BC BEGIN CURVE �7 D --74P- FL -7 13 BVC BEGIN VERTICAL CURVE 96.05 Z BCR BEGIN CURVE RADIUS 4 W + TC- 7 D CB CATCH BASIN FL IC14 6.29 FL ""Ir �10 13+00 15+00 16+00, 17+00 18+00 19+00 Vj CL CENTERLINE Nffin6'53RE I I I U_ 9 ---------- EC END CURVE C 0 LID C1 97.14 TC o0o' DH 2 7 C14 7 A C14 1A C14 F EL!Y EASTERLY Y, 9-6. -6-4- T -L 2 ECR END CURVE RADIUS -1 .771 Tf� I A- 1-1 Jai-. 7 41 -1 T I EP EDGE OF PAVEMENT q14 F— EVC END VERTICAL CURVE LO Cli 4 FL FLOW LINE R r*,: R/W CR In /Wj R/; co CID CL 16 DWY C" M a; r CD C) C" to 5 Fs FINISHED SURFACE cc M to -w 5' PUE 40 110,40 CID -cc (0 10 8 -co co -cc " C> 10 5' PUEY 6 A PRC + + + - + + - + w GB GRADE BREAK 1* LO co _j CID r- Go Fi T 2 C; U —9 — 7- / HP HIGH POINT 64 4 _0 4 —9 24 It 14+34.89 BC INT INTERSECTION 7: T UJI 36 35 - C14 4 33 d32 31 0 29+ 28 27+ 26 25 + 5.45 R a- INT LP LOW POINT 12+10.56 WOOD DUCK STREET LLD LLD LLD MVC MIDDLE OF VERTICAL CURVE 8+11.00 WIDGEON WAY r' �7) REDHEAD WAY- PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE Q> -CONST 4- MIN AC OVER 12- OF COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32). 2 CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. Q��_ 3 CONST 4.5" MIN AC OVER 12" OF COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32). 4 & CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STID NO 102. 40 0 40 80 0��_ (_R1-r,nmQT A- Twirw w -r nrwwAi ie rwo riTy c -m Pi Am mn i ni In, 40' MMME! J \-x -r-- \._� \—) U __P —_rj WOOD DUCK STREET CURVE TABLE RIGHT OF WAY CURVE ANGLE LENGTH RADIUS B A 2515'520 25.13' TC 12.77' B 139*0020 11.) 2 G FL 1 0 0 8915'18 38.94! 25.00' 24.68' 0) 90*00,00 47.12'1 30.00' 30.00' E 14111'50" 142.931 58.00' 164.69' Uj cz 90*40'06" —05 CL 16' DWY i> A r. Exp. t 05 IN 8915'180 C4 45.001 44.42' 90*40'060 71.21' 4:3 + PRC Ire) 7 C_j C1 FFSET 25.45 L 8 1+ 15+21.06 BC LC) PINTAIL WA MATCHLINE -- 15+21.06 SEE SHEET 4 CONSTRUCTION NOTES WIDGEON WAY, SEE SHEET 5 CL INT CX x w UJ 7 19+,%.49 W1OOD DUCK STREET 0 = LIa__j N I X =15+11.29 REDHEAD WAY 221 221- + 104 + Go 4 :9 [x LL 4 C4 rr Ln �i co �i LO rt Co rt �i In rt Go rr M 12 00 LLJ n cy! In M LLJ + 0) C14 C4 C> w 5' PU 9 CID Go -40 IRt \0 1 00 2 3 4 5 6 7 8 5' PUE cli 0 T A 00 cc 2 w 8,0 CO go W LEGEND: + + + ;-- + - + �-- + - + - + - + - + - R /W + 04 R/W __j _j U") _j LO _j _j rl- __j r- _j IC2 _j Of BC BEGIN CURVE �7 D --74P- FL -7 13 BVC BEGIN VERTICAL CURVE 96.05 Z BCR BEGIN CURVE RADIUS 4 W + TC- 7 D CB CATCH BASIN FL IC14 6.29 FL ""Ir �10 13+00 15+00 16+00, 17+00 18+00 19+00 Vj CL CENTERLINE Nffin6'53RE I I I U_ 9 ---------- EC END CURVE C 0 LID C1 97.14 TC o0o' DH 2 7 C14 7 A C14 1A C14 F EL!Y EASTERLY Y, 9-6. -6-4- T -L 2 ECR END CURVE RADIUS -1 .771 Tf� I A- 1-1 Jai-. 7 41 -1 T I EP EDGE OF PAVEMENT q14 F— EVC END VERTICAL CURVE LO Cli 4 FL FLOW LINE R r*,: R/W CR In /Wj R/; co CID CL 16 DWY C" M a; r CD C) C" to 5 Fs FINISHED SURFACE cc M to -w 5' PUE 40 110,40 CID -cc (0 10 8 -co co -cc " C> 10 5' PUEY 6 A PRC + + + - + + - + w GB GRADE BREAK 1* LO co _j CID r- Go Fi T 2 C; U —9 — 7- / HP HIGH POINT 64 4 _0 4 —9 24 It 14+34.89 BC INT INTERSECTION 7: T UJI 36 35 - C14 4 33 d32 31 0 29+ 28 27+ 26 25 + 5.45 R a- INT LP LOW POINT 12+10.56 WOOD DUCK STREET LLD LLD LLD MVC MIDDLE OF VERTICAL CURVE 8+11.00 WIDGEON WAY r' �7) REDHEAD WAY- PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE Q> -CONST 4- MIN AC OVER 12- OF COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32). 2 CONST 6" CURB AND GUTTER PER CITY STD PLAN NO 1003. Q��_ 3 CONST 4.5" MIN AC OVER 12" OF COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32). 4 & CONST RESIDENTIAL DRIVEWAY APPROACH (16' MAX) PER CITY STID NO 102. 40 0 40 80 0��_ (_R1-r,nmQT A- Twirw w -r nrwwAi ie rwo riTy c -m Pi Am mn i ni In, 40' MMME! J \-x -r-- \._� \—) U __P —_rj WOOD DUCK STREET MA IGHLINL "1 14 -r 34 0 ZI CURVE TABLE RIGHT OF WAY CURVE ANGLE LENGTH RADIUS TANGENT A 2515'520 25.13' 57.00' 12.77' B 139*0020 141.50' 58.00' 158.42' C 8915'18 38.94! 25.00' 24.68' 0) 90*00,00 47.12'1 30.00' 30.00' E 14111'50" 142.931 58.00' 164.69' Uj cz 90*40'06" 39.56' 25.00' 25.29' r. Exp. t 05 IN 8915'180 70.10' 45.001 44.42' 90*40'060 71.21' 45*00'1 45.53' MA IGHLINL "1 14 -r 34 0 ZI R/W RIGHT OF WAY SEE SHEET 5 STA STAnON lzt_C�07.r> r_>P_PkVj1K6"" TIC TOP OF CURB W WIDTH FESS/d, -It P W`LY V WESTERLY VERTICAL DEPTH (450,00) INDICATES EXISTING ELEVATION < 450.00 INDICATES PROPOSED ELEVATION In CD No. 31M W WATER LINE CID Uj cz S SEWER LINE cli CDI r. Exp. t 05 IN SD STORM DRAIN LINE (D V OC ON CURB OF I%* LL LOT LINE scale feet 6 CONST CURB RETURN ACCESS RAMP PER CITY STD PLAN NO 1006. 7 INSTALL STREET LIGHT 5800 LUMIEN PER CITY STD NO 1016 (SCE#7). (�)�_CONST 8' WIDE CROSS GUTTER PER CITY STD. NO. 105. REW" DESCWTM DATE m. aTy DA SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT TJA'% 11 OrrY OF FONTANA, CALIFORNM 17AZAIL01"IS 146 0 91[rfESS/ & Inc. HUR COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SLAMAIT FEIGHTS I G q, C11) 1:117 'A Civil Engineering - Planning - Surveying - Public Works AWN BY- CD SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, 1REE1 11011MVEMM PLJM c> E 0 IVISM lvp= 409 C 1. cr_ No. 31681 z M 1152 N. Mountain Ave. Ste. 100 -Upland, CA 91786-3669 - 909-982-7777 WCM MM STREET ED BY' TE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 12/31/04 PREPARED UNQER TH� SUPERMSION OF: C3 MPK 11-2— 1 JRACT NO, IN" a, ,C,j C> OVIV CP 1416 2! w (D BY- APPRID DWG NO.: 2 CID BRING THEM INTO CONFORMANCE WITH CONDITIONS AND 4k4)q MAJ DATE: RL 717-10 -�: -F STANDARDS IN EFFECT. CRO HAROLD A. GARCELON R.C.E. 31681 B _Z_ 3W 41 C -D CITY ENGINEER R.C.E. 51152 DATE: