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HomeMy WebLinkAbout5518-2C3 O 0 1.00% ---------------- ------ GGGG > o ------------- SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS -- oGGG C:)90- o0 ' - ---� -I� 6, --__ •rEGG - •. • .. • - :31 =- ••- L1,== • .. ' ==EXIST.GFIOUND * CA 0 0 00 ----------- + - = ----------- - - DRAWN BY: + ---------- : RANCHO CUCAMONGA, CA. 91730 ASSOCIA ITS, INC. SCL/EH Exp: 06-30-18 PHONE 909.481.6322 neering Communities for life FAX 909.481.6320 DESIGNED BY: ---------- ---- — DATED /Y --- CHECKED BY: • WLI WEND ATSURU EXP. 630 18 z 0 w I M ool RU_ Z M 95 63 C� UFS W Co Co C(` A TTC 11 100' VC 100' VC - P1=98.63 j --- • • : : GGGG > o TANGENT SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS o oGGG C:)90- o0 ' - ---� -I� 6, ELEVATION: 1739.006' - - •. • .. • - :31 .. 4 ' , 00- • 6 ==EXIST.GFIOUND * CA 100' VC - P1=98.63 j --- CURVE DELTA > o TANGENT SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS o A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN 54.98' o0 C2 C) - 0 6, ELEVATION: 1739.006' �o N O O O 17 i(j M 00- m+ 6 06 0 0 00 00 + 00 O 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: + No. 36637 C m : RANCHO CUCAMONGA, CA. 91730 ASSOCIA ITS, INC. SCL/EH Exp: 06-30-18 PHONE 909.481.6322 neering Communities for life FAX 909.481.6320 DESIGNED BY: 119 r-nvi0nw o M ACE A CL o rn FEET N �- O O O O + O O 120 PROFILE HORIZ 1"= 40' VERT 4' PLAN 1 "= 40' SCALE IN FEET O N O O + N Fo L=54.98' I L= C• LA LA L/4 L/4 `CUo 0 !DU U MO I� r_ 00 { L�Lo 00� USI U��ONUd (Y 1i ��! (m 00 OUKjtC)�C�O I 121 0 40 80 120 160 FUTURE IMPROVEMENTS ARBORETUM AVENUE ARBORETUM AVENUE FUTURE IMPROVEMENTS TOLL FREE "qmmmmw- 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. DUNCAN CANYON ROAD REVISION DESCRIPTION DATE I ENGR. I CITY I DATE TR= -0. SURFACE a L=60.18' L=60.18' O.C. O.C. --- -- 00 TOP OF PROPOSED rld OPO SO CU UTH CURB _ GGG�4G ----�� 122 123 124 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOW HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. �I` O - m o^ L 1 43% 1810 CL ~= 1 =1 125 N CURVE DELTA BENCH MARK: # 6-7 BASIS OF BEARINGS: TANGENT SAN BERNARDINO COUNTY BENCHMARK # 6-7. THE CENTERLINE OF CITRUS AVENUE AS 90°00'00" A BRASS DISK AT THE SOUTHEAST CORNER OF SHOWN ON RECORD OF SURVEY 3519 TAKEN 54.98' CASA GRANDE AVENUE AND SIERRA AVENUE. AS N 01°10'30" W WAS USED, AS THE BASIS C2 07°37'41 " OF BEARINGS FOR THIS MAP. 60.18' ELEVATION: 1739.006' PREPARED UNDER THE SUPERVISION OF: QFZOFESS/ ONMADOLE Z 9302 PITTSBURGH AVE., SUITE 230 DRAWN BY: No. 36637 C m : RANCHO CUCAMONGA, CA. 91730 ASSOCIA ITS, INC. SCL/EH Exp: 06-30-18 PHONE 909.481.6322 neering Communities for life FAX 909.481.6320 DESIGNED BY: SCL C I V I ��\P FpFCALIFO DATED /Y CHECKED BY: WLI WEND ATSURU EXP. 630 18 R.C.E. 6637 Curve Table CURVE DELTA RADIUS LENGTH TANGENT C1 90°00'00" 35.00' 54.98' 35.00' C2 07°37'41 " 452.00' 60.18' 30.13' CONSTRUCTION NOTES 1O CONSTRUCT 6.5"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 401. 2O CONSTRUCT 8" CURB FACE P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000. O3 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1006 (W=6'). 4O CONSTRUCT BARRICADE PER CITY STD. PLAN NO. 4000. O5 CONSTRUCT 10' WIDE CROSS GUTTER PER CITY STD. PLAN NO. PLAN 403. O6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. PLAN NO. 1003. O7 CONSTRUCT 8" TO 6" CURB FACE P.C.C. CURB TRANSITION. O8 INSTALL DECORATIVE LED STREET LIGHT - SCE # 10184043 (165 WATTS) PER CITY STD. PLAN NO. 404, CASE 1; CARPINTERIA POLE AND TEARDROP FIXTURE. 10 CONSTRUCT 4"(MIN.) AC PAVEMENT OVER 12" NATIVE MATERIAL COMPACTED TO 95% PER CITY STD. PLAN NO. 400. 11 REMOVE EXISTING BARRICADE. 14 INSTALL FIRE HYDRANT MARKER PER CITY STD. PLAN NO. 6001. 15 ADJUST WATER VALVE TO GRADE. CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SCALE: DUNCAN CANYON ROAD AS SHOWN ARBORETUM AVENUE TO STA. 124+50 DATE: JULY, 2016 APPROVED BY: I i DRAWING NO. 2 6/8/17 5518 CITY ENGINEER R.C.E. 51152 DATE 3 N ,(J M N N