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HomeMy WebLinkAbout5767-12SEE SHEET NO 10 VENETO DRIVE 19+86.31 19+86.31 1668.89 TC I 1666.90 TC vvI ° I I SE MAIL -A'���� _ 1 00° /' \ 000 0000 °°° o N 00000 /1 J` \ 00000 � 1667.80 TC R 15 1667.30 FS 6 \ p 1567.77 TC 1 1667.80 TC \ \ 1667 JO FS 1667.27 FS o 0 E F \ 3 I\ 72" STORM DRAIN p\� ° 2 0 S 2 LINE OF SIGHT 1 11 (rYP.) 20' 20' CONSTRUCTION NOTES 1 CONSTRUCT 4" MIN. AC PAVEMENT OVER 12" MIN. OF 951- COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) CONSTRUCT 6" P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1000 CONSTRUCT 6" P.C.C. CURB PER CITY STD. PLAN NO. 1000 4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1006 (WIDTH PER PLAN) 13 CONSTRUCT 6" THICK CONCRETE MOUNTABLE APRON PER DETAIL 1 ON SHEET 2 14 CONSTRUCT 4" ROLLED CURB PER DETAIL 2 ON SHEET 2 CONSTRUCT MODIFIED CURB RAMP PER SPPWC STD DWG NO 111-5 TYPE 1 ADA TR 0214-F ?A 17 ° DETAIL "A 15 RAMP PER DETAIL 3 ON SHEET 2 20+24.23 BCR °_ ° LINE OF SIGHT 1667 76 rC 20+26.27 ECR (TYP•) 1668.26 TC %k 20214-2 RA 15 a 1668.32 TC a o 1667.82 ES-- 41 TC �'I� o �� 16 � F ° 24 1668.45 TC p v _ mlo ° 1667.95 FS o ° ° o YIELD LINE °a°l°i 5 o ° k/W 166798 TC o 4 1668.s TC h^ l� \ p166�48 Ft B 2 1668.43 FS N�� �Ih p N 2 \ � h° 3 \ ° \ 00 000 \ \ ° +IP Iss677 TC p 00 000 00000 p �� 1668.39 FS `L 15 7 � o0000 / 2 ° 6 2 _ D 1657 TC ° q ° 1669.25 TC A\ 1 Z 15 / 1667.92 FS p ° 1668.87 FS f\ C 2 - - - _ o p YIELD LINE 14 1670.83 TC 1670.89 TC cn o o \ ° p 1 \ s 1669.85 TC 1669.63 FS 1670.33 FS 1670.39 FS m N 166 .4 3 n 1669.35 FS 1669.91 TC 3 r - m N 1666.27 TC / 1667.57 TC �Pc � \ � ° s 91 FS1 1669.41 FS / N 1665.77 FS 1666.74 TC / 1666..50 TC 1667.07 FS 9oQ 1'Fj� i 8" SEWER s \ g 1 30 3 15 �' 38 � Z �� ~� 00 1666.50 FS 1669.40 TC 31 _ 1665.77 TC 1666.24 FS / 3 13 �� s o \ 1 T U 36 - 1665.77 FS 19 0 0 n lNT 1668.90 FS / - s K s 3 17 s s s U so 14+05.89 NAPA VALLEY ROAD ° _ - p / 1667.00 TC 21 A ° �=20+77.55 VENETO L N � ,I° - 3 40 - 1670.83 TC _ _1666.50 FS _i _ _ 14 _ 1 - 1671.14 TC 1670.33 FS 1667.60 TC 1667.92 TC 1666.80 TC ° I 1 1669.319 FS 35 - 1669.64 FS 1666.30 FS . 1666.27 TC 1666.73 TC 166710 FS 166754 FS 34 167014 TC 15 o a I 70' 1669.85 TC ' 16 1665.77 FS M 1666.23 FS 1 / EpNCR 14 1669.43 TC 1669.35 FS 1669.64 FS � 18 1666.98 TC P 1 T E7 1668.93 FS 1667.022 FS / / 1666.48 FS \ 1667TC a o p g3Rp� 0 8" WATER BY OTHERS / o �� / YIELD LINE 1668.3°Ol TC ° ° / 14 15 \� 14 1667.192 FS ° / 2 2 \ 1669.37 TC oo°oo y G 15 \\ ° ° 1668.87 FS 13 000 0 ° 1 �41 rn O \ 000000 8 \ �� 6-Io� ° 0000 \ 00000 \ 2 p 1 p o� w rn 1 ° \ d \ 1668.77 TC 12 o ° o R/W� o ° \ 1668.39 FS / +�^ Qr �0 4 Qti R/W_ \ ml� ° 1667.98°TC 2 1 2 � 1668.93 TC �I1� ro - 667.48 FS p � 1668.43 F +µ 00 �Ih v 10 60" STORM DRAIN 11 Ln i L:4 1668.45 TC YIELD LINE ��� ° p LINE OF SIGHT 1668..5 FS ° ° (TYP.) 4 ° ° 42 p ° 1668.49 TC 1668.54 TC ° LINE OF SIGHT rR 20214 --F RA 18 RT DIAL BEFORE DAYS BEFORE YOU DIG IWO YOU DIC TOLL FREE DIAL 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. DETAIL "B" REVISION DESCRIPTION ° 21+28.91 ECR 1667.99 FS 1668.04 FS o (TYP,) - y t _ _ p 1668.29 TC 20' _ 21+30.87 BCR o ° 20' a 1668.36 TC � 3 W ° v V \ p ° I a 2 1668.95 TC 1 68.90 TC ° v v 1668.45 FS 1 68.40 FS 2 / v 41 45 000 165 02 TC X ° C o00 0 15 1668. z�FS 15 0000 / / 00 \ NAPA VALLEY ROAD SEE AL '$' o I p ° \ ° SCALE: 1 "=10' 21+68.90 I \ 21+68.90 1668.75 TC / I I � 1668.60 TC I I 1 0 10 20 30 SEE SHEET NO 10 VENETO DRIVE SHOULD CION57RLIC7/ON Of REQL/R® IMPROVEMEN75 NOT COrNA�E1VCF Ni771M0 YEARS OF THE DATE Of APPROVAL SHOWN HEREON AND CARRI®IrORTH IN A DILI(.fNT MANNER, THE CITY ENONEER Ab1 Y REQLARE REVLS� 70 THE PUN5 70 BB/NC THEM RVTO CONFORA44NCE Wl7H STANDARDS INEIFECT. PREPARED MR' LENNAR HOMES 980 MONTECITO DRIVE, SU17E 302 CORONA, CA 92879 (951) 817-3545 FAX (951) 817-3650 BASIS OF BEARING THE BASS OF BEARINGS FOR THIS SURVEY /S THE EAST LINE OF 1HE SE 1/4 OF SEC77ON 19, ALSO BEING 7HE CENTERLINE OF SIERRA AVENUE, PER PARCEL MAP NO. 19434, P.M.B. 242/97-98. BEING. N00°°33J2"W BENCHMARK: CAL7RANS BENCHMARK #8-17 BRASS DISK LOCA7ED /N S.C.E. TOWER LEG LOCATED 343' N/0 /-210, 0.2 MILES WEST OF SAN SEVA/NE RDOAD. ENGINEERING 357 N SHERIDAN STREET SUITE 117 LAND PLANNING CORONA, CALIFORNIA 92880 TEL. (951) 279-1800 SURVEYLNC FAX (951) 279-4380 Engineering, Inc. \\- 02/21/19 AM/R H. FALLAHI , RCE 55534 DATE ELEVAT70N=1428.609 ENGR. DATE CITY DA7E LINE TABLE NO. BEARING LENGTH OA N0 40'53"W 9711, © N89°79'07 E 18259' © N040'53"W 20.81' OD N3°48'19"W 45.19' OE N873327"W 37.98, OF N86 °11 '41 E 40.02' © NO 40'53"W 21.34' OH N22633"E 47.81' O N86*11'41'E 40.05' OJ N873327"W 38.09, OK N3°48'19"W 24.06' © N89°19'07'E 362' OM N226'33"E 24.06' ON N89°79'07'E 4.93' OO N3°48'19"W 22.03' © N22636 E 22.09' ® N873327"W 22.05' ® NO 40'53"W 4.93' OS N86*11'41'E 22.05' O N81 °48'54 E 4.93' © N8147'17"E 362' OV N86'11'41 E 22.05' (W N873327"W 22.05' 0 NO 40'53"W 4.93' YO S87°3327 E 24.06' OZ S86°11'41 "W 24.06' N040'53"W 362' S87°3327 E 24.06' CC S86°11'41 "W 24.06' N040'53"W J. CURVE TABLE CURVE TABLE NO. DELTA RADIUS LENGTH TANGENT NO. DELTA RADIUS LENGTH TANGENT O1 10°12'46" 800.00' 142.60' 71.49' 96°13'25" 2.00' 3.36' 223' O 4230'04" 30.00' 22.25' 11.67' ® 6°7158" 47.J5' 5.12' 2.56' O3 05342" 47.35' 0.74' 0.37' 942826" 2.00' 3.30' 2.16' ® 42°08'46" 30.00' 22.07' 11.56' 30 13351" 800.00' 21.84' 10.92' O5 89°0429" 25.00' 38.87' 24.60' 31 860533" 1.00' 1.50' 0.93' © 3°17'07" 780.00' 44.72' 22.37' 32 873929" 1.00' 1.53' 0.96' O7 130'32" 778.00' 20.49' 10.25' 3 134J7" 810.00' 22.29' 11.15' ® 437644" 25.00' 18.88' 9.92' 34 975758" 2.00' 3.42' 2.30' O9 3°70'37" 47.35' 263' 1.31' 35 6°72'13" 47.35' 5.13' 2.57' 10 4339'01 " 25.00' 19.05' 10.01 ' 36 93 04 28" 1.00' 1.62' 1.06' 11 42°08'46" 30.00' 22.07' 11.56' 1°4321" 800.00' 24.05' 12.03' 12 4 00'54" 47.35' 3.32' 1.66' 38 173°46'18" 1.50' 4.55' 27.57' 13 4023'14" 30.00' 21.15' 11.03' 39 142J9" 810.00' 24.18' 12.09' 14 321'06" 830.00' 48.55' 24.28' 40 930957" 1.00' 1.63' 1.06' 15 130'13" 822.00' 21.57' 10.79' 41 865234" 1.00' 1.52' 0.95' 16 174°00'45" 1.50' 4.55' 28.63' 42 96°1325" 2.00' 3.36' 223' 17 93'06'43" 1.00' 1.63' 1.06' ® 6'11'58" 47.35' 5.12' 2.56' 18 93°0726" 1.00' 1.63' 1.06, 44 96°13'25" 2.00' 3.36' 223' 19 8520'07" 1.00' 1.49' 0.92' 45 865234" 1.00' 1.52' 0.95' �0 9550'49' 2.00' 3.35' 2.22' 46 9310726" 1.00' 1.63' 1.06' 21 671'59" 47.35' 5.12' 2.56' 173°45'08" 1.50' 4.55' 27.48' �2 96°36'02" 2.00' 3.37' 2.24' 48 9310726 1.00' 1.63" 1.06, 8523'05" 1.00' 1.49' 0.92' 49 930726" 1.00' 1.63' 1.06' 24 96°13'25" 2.00' 336' 2.23' 9 173°45'11" 1.50' 4.55' 27.49' 865234" 1.00' 1.52' 0.95' 9 930726" 1.00' 1.63' 1.06' 2�6 86 52 34" 1.00' 1.52' 0.95' MCN18-004 / ELK78-000049 �m m CITY OF FONTANA, CALIFORNIA y ON -SITE STREET IMPROVEMENT PLANS GNED BY.• SUMMIT AT ROSENA SCALE. ✓s/ee AS NOTED TRACT NO.20153 h w/v B S AC ✓C R W � DA �' FEB. 2019 CKED BY.• Ap�GR�VE BY.• DRAWING NO. DATE 2-25-2019 12 AHF CITY ENGINEER RCE.• 51152 5757 ,o a