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HomeMy WebLinkAbout2672-8L.=170.03 PROPOSED TOP OF N ' LY\CURB L = x-712' L_ 3 yc7' L=1G9,GO'; L4 1 -1,7g o \)c-, O� P I Ao I % AX ti I 10 AUGUSTA DRIVE SEE DWG_ NO. 2684 SHEET 4N Of 8 11 N aD 11 11 11 II 11 11 11 II .-tip rn r J 114 0 0 + 0 11 0 t►_i 0 q 6 N J 0 PINE VALLEY DR . SEE SHEET 2OF8. 17 0015 m N 11 G TR_ 15683-5 15033-4 4 DELTA/BEARING 86°26'04" 93°22' 0 611 11 DATA RADIUS 30.00 30.00 11 LEN./DIST. 45.26 1` N J J N 0 1- 0lN Ln O ESSEX WAY TANGENT 28.19. CONSTRUCTION NOTES: 10 AUGUSTA DRIVE SEE DWG_ NO. 2G84- SHEET 684SHEET 5 OF 1.3 11 11 11 11 11 1,1 11 11 11 11 04 U U C9 N0 11 0 0 PLAN 1"= 40' 0 10 20 30 40 PINE VALLEY DR. SEE SHEET 3OF8 54' it 79' CONSTRUCT 4" A.C. PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED ` NATIVE MATERIAL (SEE GENERAL NOTES 30 & 31) CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. DWG. NO. 101 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. 104 (MOD. 8' WIDE) CONSTRUCT HANDICAP RAMP PER CITY STD. DWG. NO. 104A CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. NO. 105A, "W" PER PLAN CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121, WIDTH;:PER PLAN ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. DWG. NO. 109 ADJUST VALVE BOX AND COVER TO_GRADE PER CITY STD. DWG. NO. 130 INSTALL 5800 LUMEN STREET LIGHTS BY OTHERS CONSTRUCT DRIVEWAY APPROACH (W = lc' EXCEPT' WHER.' NOTED) PER C tTY STD NO. I423. CONSTRUCT TRAFFIC BARRICADE PER CITY STD. DWG. NO. 118. INSTALL 2" X 4" REDWOOD HEADER. 4 0 00 10 + 0 20 1L 1n O 0 cU q 1- G1 in co in.v. o ei 0 SILVERADO WAY: DATA (D O 80 120 10 PINE VALLEY DR_ SEE R - SEE SHEET 2 Of 5 04 0 W 0 r0 Q d' 11 1 11 SCALE: 1" s 40' 0 J O PINE VALLEY DR. SEE SHEET 3 Of 5 (3. It 9; 10 10 to J T R. 15683-4 TR. i5683 =3 21 ,A6.31 118 L=33 49 sne tows 04.02 [D 1!7 m in DwY WT.12 3 m 601• U 41- P mR • TR OXOO OA Plcz. 2 x TR 34.67 L=2j 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT ® 90000'00" 30.00 47.12 30.00 0 [-- 90° 00' 00" 30.00 47.12 , 30.00 © 87°21' 03" 30.00 45.74 28.64 _ . .256°22'25" 3.8.00 - • 20 6.64 Co 15(o_: 15(0 0 m (9 1-- N J w N 114 0 0 (9 r •ct 0 U 04 w cri C3 1- 5 (Yeirrk 0 0 IL I m r 0 -01 0 (NI 10. CON . t 4 0- 13 BELLERIVE PLACE TA 0 DELTA/BEARING RADIUS LEN_/DIST. TANGENT 0 95°37'52" 25.00 41.73 27.59 0 95°37'53" '25.00 41.73 • .27.59 • 0 - 29°57'014-- 57.00 .. . 29.80 15:25 _ . .256°22'25" 3.8.00 - 170.03 RECORD...DRAWI:'G THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE RESPONSIBLE .FOR .ANY .E OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. OLYMPIC COURT DATA 0 DELTA/BEARING RADIUS LEN./DIST. TANGENT ® 87°23'41" 25.00 38.13 23.89 © 37°51'49" 57.00 . . 37.67 . 19.55 E) 255°43'38" 38.00 169.60 • PLANS PREPARED FOR KAUFMAN & BROAD ATTN: MR. MIKE PEARSON 801 CORPORATE CENTER DRIVE SUITE 201 POMONA, CA 91768-2641 PHONE: (909) 802-1100 FAX (909) 802-1111 BENCH MARK: 4 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND,LOS CEDROS AVE., IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUSAVE. ELEVATION: 1'167.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06" ALONG THE NORTH LINE OF SECTION 30 TOWNSHIP 1 NORTH RANGE 5 WEFT ONNRECORDROFNSURVEYDFILEDAINSBOOK UDAASTEFASISROFBRINGSY WASSETHE OF FOR THIS MAP CITY OF FONTANA, CALIFORNIA RECOR� DRAWING �wvis/aas 44" acii Mows, .r22141y 5r -4- A 00 a2 RELt' 17E sra •er Li6,'/rs 40/%3 Pi"? 9/30/99 Fit/ -07/03 REVISIONS ENGR'S APPROVAL DATE CITY APPROVAL DATE PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. OF THE INLAND EMPIRE 10601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 a S - U-99 J. . MADOLE R:C.E.148'14 DATE DRAWN BY: DESIGNED: CHECKED: SIERRA LAKES TRACT NO. 15683 ESSEX WAY,SILVERADO WAY BELLERIVE PLACE;: OLYMPIC COURT STREET IMPROVEMENT PLANS SCALE: AS SHOWN DATE: JOB NO. 826-1163 PLAN 6 PROFILE APPROVED •Cf/ C `�1• rt' M / W111dan CITY ENGINEER R . C . E . 25126 DWG. NO. X9-72 co SHEET NO. °0 8oF9_; "00", "JJ", "KK" & "BB" - 21[0, 231] PF: 15683 612 12 -Dec -98 02:54 PM / 826-1154-1 DWG. DATE: