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HomeMy WebLinkAbout5767-14Tk 202111-F PA l o DETAIL A LINE � YFSIGHT I^ �I^ R7vv 4 - - roiz.yu /(I a / a 1672.40 FS 2 a 00000 00000 / / l 4 / O 00000 15 / 3 row. `cos C - 2 D / 167322 TC 1672.84 FS iv q N 1671.76 TC / 167TC 9 1671.41 TC 1671.26 FS/ 1670..99 FS 1670.81 TC 1670.9 FS 3 1670.31 FS 3 0 2 N 4 S 19 ✓ S s s 0o K M 1 1671.80 TC / 1671.30 FS 1672.66 TC 1672.98 TC A 1670.81 TC 21 8 1672.16 FS 1672.60 FS 1670.31 FS L 6 1671.42 TC 1671.78 TC 0 1 ° 1670.71 TC 1670.92 / 1671.28 FS . 167256 TC 1 N 1670.31 FS 1672.06 FS 11 a N YIELD LINE I \ G 2 \ 1 H 15 100 \ 1672.90 -- \ \ FS \ 00000 1� \ I Ll , Qh NIA? p �rn NIA C7,?'- 0 DIAL ,H,H MM BEFORE DAYS BEFORE YOU DIG YOU DIC TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT Tk 0214-5 PA 1 REV. I REVISION DESCRIPTION 1672.46 FS° 27+97.44 E 1673.37 TC 27+98.92 I 1673.39 TC 28+28.15 16ff. /9TC ENGR. I DA7E I CITY I DATE SEE SHEET NO 10 VENETO DRIVE iI I -ti SEE SHEET NO 10 VENETO DRIVE MONTELENA R SHOULD CONS7RUC7M OF REQIAR® IMPROM5%W75 NOT COME VCF lM714IN 71M0 YEARS OF THE 1247E OF APPROVAL SHOWN HEREON AND CARRI® FORTH IN A D#JGWT MANNER, THE L77Y DYCANEER MAY REQIARE REVIROIKS TO 7HE PLAALS TO BRINC 7HBW RVTO CONFORMANGF WI7H STANDARDS IN EFFECT Tk 0214-1 PA 1 ?�-/1 LINE OF SIGHT (TYP.) LINE OF SIGHT (TYP.) OAD SCALE. 1 "=10' 0 10 20 30 DETAIL "B" PREPARED FOk' BASIS OF BEAR/NC THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE 1/4 OF SEC77ON 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, LENNAR HOMES PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. 980 MONTECITO DRIVE, SU17E J02 BEING. NOO°33J2"W CORONA, CA 92879 BENCHMARK: (951) 817-3545 FAX (951) 817-3650 CAL7RANS BENCHMARK #8-17 BRASS DISK LOCA7ED IN S.C.E. TOWER LEG LOCATED 343' N/0 I-210, 0.2 MILES WEST OF SAN SEVA/NE RDOAD. ELEVA T7ON= 1428.609 Jh GU ]4/ -4 YA 14 frnA/cTrPL lf'TLnA/ A/nTI'c LINE TABLE NO. BEARING LENGTH OA NO°40'53"W 54.69' © N8979'07"E 139.53' 0 NO°40'53"W 21.50' OD N3°37'43"W 31.92' OE N87°44'06"W 35.50' OF N8622'20'E 32.91' 0 NO°40'53"W 21.50' OH N2°1558 E 3204' O N8622'20'E 1.53' 0 N3°37'43"W 24.08' OK N8979'07"E 3.47' © N2°1558 E 24.08' OM N8979'07"E 4.71' ON N3°37'43"W 6.11' OO N2°75'58 E 6.22' © N87°44'06"W 22.04' ® NO°40'53"W 4.71' ® N8622'20'E 22.04' OS N80°14'13"W 4.71' O N792823"W 3.47' © N8622'20'E 4.55' VO N87°44'06"W 4.70' O N320'07"W 4.70' OX N87°44'06"W 24.06' Y0 N8622'20'E 24.06' OZ NO°40'53'W 3.47' q N4 °46'04"W 3 47' CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 959 COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY S7D. PLAN NO. 1000 CONSTRUCT 5" P.C.C. CURB PER CITY STD. PLAN NO. 1000 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH PER PLAN) 13 CONSTRUCT 5" THICK CONCRETE MOUNTABLE APRON PER DETAIL 1 ON SHEET 2 0-CONSTRUCT 4" ROLLED CURB PER DETAIL 2 ON SHEET 2 15 CONSTRUCT MODIFIED CURB RAMP PER SPPWC STD. DWG. NO. 111-5 TYPE 1, ADA RAMP PER DETAIL 3 ON SHEET 2 AArHsi A_nn.I 7 ci D!`1A_nnnn 0 ENGINEERING 357 N. SHERIDAN STREET K SUITE 117 � LAND PLANNING CORONA, CALIFORNIA 92880 7EL. (951) 279-1800 SURVEYING FAX (951) 279-4380 Engineering, Inc. v \\•- 02/21/19 AM/RN. FALLAHI , RCE 55534 DATE CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT Ol 13°5958" 750.00' 18325' 92.09' O2 42556" 400.00' 30.94' 15.48' O3 1 °1639" 775.00' 17.28' 8.64' ® 85°23'02" 25.00' 37.26' 2306' O5 427447" 30.00' 22.12' 11.59' © 7°16J4" 4700' 5.97' 2.99' O7 4022'12" 30.00' 21.14' 11.03' ® 3°33'17" 775.00' 48.08' 24.05' O9 1 J4'03" 772.00' 21.12' 10.56' 10 0°4941" 725.00' 10.48' 5.24' 11 44 20 20" 30.00' 2322' 12.22' 12 3°78'26" 47.00' 2.71' 1.36' 13 427447" 30.00' 22.12' 11.59' 14 4°71'03" 425.00' 31.04' 15.53' 15 5°15'35" 375.00' 34.43' 1722' 16 9154'03" 20.00' 3208' 20.67' 17 3°37J2" 725.00' 45.88' 22.95' 18 1 J5'29" 728.00' 20.22' 10.11' 19 174°06 21 " 1.50' 4.56' 29.14' �0 9256 51 " 1.00' 1.62' 1.05' 21 9256 51 " 1.00' 1.62' 1.05' 87703'09" 1.00' 1.52' 0.95, 1 °73'23" 755.00' 16.12' 8.06, 97°4253" 2.00' 341' 2.29' 5 49'41 " 47.00' 4.78' 2.39' © 93°59'24" 2.00' 3.28' 2.14' 1 °72'18" 745.00' 15.67' 7.83' 2�8 87°03'09" 1.00' 1.52' 0.95, 29 955124" 2.00' 3.35' 2.22' 30 87°03'13" 1.00' 1.52' 0.95, 31 87°03'13" 1.00' 1.52' 0.95, 32 955124" 2.00' 3.35' 2.22' 3 549'14" 47.00' 4.77' 2.39' 34 5°4925" 47.00' 4.78' 2.39' 3 97°4253" 2.00' 341' 2.29' 36 1 °4121 " 755.00' 22.26' 11.13' 3� 87°08'34" 1.00' 1.52' 0.95, 38 8658'05" 1.00' 1.52' 0.95, 39 1 °40'52" 745.00' 21.86' 10.93' 40 93°59'24" 2.00' 3.28' 2.14' 41 93°0030" 1.00' 1.62' 1.05' 42 150,09" 755.00' 24.19' 12.10' 4 174°0749" 1.50' 4.56' 29.26' 44 150,590 745.00' 24.05' 12.03' 4� 92 52 JO" 1.00' 1.62' 1.05' 46 87°72'31 " 1.00' 1.52' 0.95, 229'57" 405.00' 1767' 8.83' 48 955124" 2.00' 3.35' 2.22' 49 549'14" 47.00' 4.77' 2.39' 50 955124" 2.00' 3.35' 2.22' 51 22928" 395.00' 17.17' 8.59, 52 86 5327" 1. OD' 1.52' 0.95' 5 92 5647" 1.00' 1.62' 1.05' 54 174°06'26" 1.50' 4.56' 29.14' 5� 92 5647" 1.00' 1.62' 1.05' 56 92°48J8" 1.00' 1.62' 1.05' 3°29'03" 395.00' 24.02' 1Z01' 58 174°70'04" 1.50' 4.56' 29.45' 59 326'07" 405.00' 24.28' 1215' 60 93°04'14" 1.00' 1.62' 1.06' �1I \�I�IlYls it �1L71Y 111 CITY OF FONTANA, CALIFORNIA ON -SITE STREET IMPROVEMENT PLANS GNED BY.• SUMMIT AT ROSENA SCALE: ✓S/BB TRACT NO.20153 AS NOTED B S AC ✓C R �i � DA ' FEB. 2019 CKED BY.• AP BY. DATE 2-25-2019 DRAWING NO: 74 AHF CITY ENGINEER RCE.• 51152 5767 i