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III........... - - ----- II0, ------ ........... . ....... tI. 10+00 11+00 12+00 13+00 14+00 15+00 bOb.00 10+00 11+00 12+00 PLAN 1 40' SCALE, I N FEET 0 410, 89 160 IIIIIIIIIIIIIIIII 16 PORM Cou" E19CE CLW LAM GRAT*= COUff 8 SEE SHEET NO. 9 SEE SHEET NO. 9 SEE SHEET NO. 11 SKYUM LO LAM BEBM AVEMM, SEESHEETNO. 11 SEE 4 11 5501 7-1 18 18 7 0 ZWW > pe) 0 0 cy) - - - ILa T 15 z I 641 6 MED - i ro 0 -L U-) 0 0 + _rn M + m w j , if im 0 7' 201 i ?0' I + + 0 Z_ 04 53 0 2 13 12 1 0 0 28 2 1 ` 34m 'm 33 >: 32 -W 59 58 co 7 0 04 + M W >: >: 8 0 + 0 b 0) 00 04 04 0 + + C4 + M LLI 'O + + + . + 101 It i -f 0 I + . + L 0 1`0 co ro (D I 10+00.00 ALPEN C\i ILN. . V, + - I =11+47.70 SKYL INE LN. I Fr- c 52 m - i . , I lb I � I I 12+10.43 =181+37.62 ALPEN LN. BEECH AVE. vi 29 20 H E 1LI - r 0 t lIcb* q 00 - - - - - - - - - - - - - - - - - - - - --- - - - - - - - -- - 5" M c6 m - - 88 in 0 C4 0 +w >: >: z >: 51 +m co 3: 0) 000 0) 3: 1 7 20' C-4 a U 0 20. 71 I87 30 U- c6 C) co + + U W + + icq 0) W co to (0 to + 0 0 61. 1 1 CID r cq c� u) z lr 31 '+now z 46 47 48 45 O)o +W 49 50 x 12 o 22' 22" 14' 1 q 0 W 0 (D 0 + 0 + MAK WAY ALPEN LANE SEE SHEET NO. 4 CONSTRUCTION NOTES. 1111ESE, REWHO DRAWINM HAVE fXlN PAW, ON - FIES 4 ka OFE -0 y CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12",COMPACTED CURVE DATA NATIVE MATERIAL S 31 & 32) RB & CUTTER PER CITY STD. PLAN NO. 1003 ADJUST MANHOLE OR GATE VALVE BOX TO GRADE PER CITY STD.109&130. No. 62183 co m 0 DELTA LENGTH RADIUS TANGENT CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD 105 CONSTRU R CITY STD. PLAN NO. 102 PLAN NO. @ W �- PER PLAN. 777777 Cf- a XP 129*52'40" 131.47 124.04' W=PER PLAN MODIFIED TO 8' WIDE. INSTALL STREET LIGHT 5,800 LUMEN PER CITY STD PLAN 58.00' CONSTRU D RN PER CITY STD. PLAN NO. 1006 NO. 1016 (SCE #7) 90*00 67.54' soon 43.00' 43.00' BENCH MARK: #8-17,CALTRANS BASIS OF BEARINGS: CONSTRUCT 4" P.C.C. SIDEWALK' PER CITY STD PLAN NO. 1015 gS E DATE 15 INSTALL STREET NAME SIGN PER CITY STD.139. THE BASIS OF BEARINGS FOR THIS MAP IS 'A .T-" SKEE A 901,00,00" 39.27' 25.00' 25.00' WAW CAMP IN CONaRETE ENING CATCH BASIN PER A.P.W.A. STD. S.C.E. ;,R.CE r'�621183 THE SOUTH LINE OF TH 9730-05 90* 1 2'46" 47.15' 30.00' 30.02' PLAN NO. 300-1. SEE SHT. 10 (W=PER PLAN) EPRESSION PER CITY STD. PLAN NO. 121 TOWER LE6. 30' N/0 HIGHLAND AVE. * OF SECTION 26, T. 1 R. 6 W. SAN WIDTH 'PER PLAN. 2.65 BERNARDINO MERIDIAN SHOWN AS . INSTALL 1-16" & 1-4" SLEEVE MII. W AL014G HIGHLAND AVE.."FORM N8T37'36"W ON A MAP FILED IN BOOK 88 E 89*57 14 47.1 O' 30.00' 29.98' SIERRA AVE. PAGES 36-42, INCLUSIVE, OF SURVEY, 12fr55 13 0 130.50' 58.00' 121.38' ELEVATION: 142&6090,, NTY 24*104' 1 4" 2�.95' 80*46'44" 60.62' 57.00' 12.15 45.00' 36.58' REV. REVOM OESCRPTION ENGIRL CITY DA71E jr L A DD R, CCOROZ 7o 4. v/ �SMA Rme, f-11-03 ads CITY OF-FONTANA, CALIFORNIA repo er e pervisilon PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL (D 8o*46'44" 35.25' 25.00' 21.27' MADOLE AND ASSOCIATES, INC. 1 I U- uts 10 57.67' 30.00, 42.96' ------------- --SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Lj No. 62183 OF THE,INLANDE,MPIRE WAIIIIN BY- 10601 CHURCH STREET,.STE. 107 CL/sL_j TRACr 16IN SCALE AS SHOWN-, 47.12', 30.00' 30.00' f DIAL RANCHO CUCAMONGA, CA 91730 79*23*42" 48.50' 35.00' 29.06' TWO'WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 BEFORE' PHONE (909) 948-1311 DESDED BY-' DAIE: N. MCA/s jigTw" 07 091 cm 94*38'03" 57.81' 35.00' 37.95' YOU DIG c/V BRING THEM INTO CONFORMANCE WITH CONDITIONS AND bRA*G NOLI: 5 01*10'39" 6.62' 32 3.31' 200' TOLL FREE I I I 0-227- 2600 Date A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 7 STANDARDS IN EFFECT. 'R C E: 62fA3 EXP. 9-30-05 SCL P4_7 ENGINEER -,"R.C.E., 51152 ,2956 DATE,. 0 25 02 300.00 22.08 ----------