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HomeMy WebLinkAbout3520-7ap1�o� . Ips PROFILE SCALE HORIZ. 1" = 40' VERT. 1" = 4' I I I I I I I I I I I I I 10 11 12 13 14 15 16 CONSTRUCTION NOTES: CURVE/LINE DATA TABLE Q DELTA RADIUS LENGTH TANGENT REMARK O1 CONSTRUCT 4" MIN A.C. OVER 95% COMPACTED NATIVE SOIL A 90 00'00" 25.00' 39.27' 25.00' CURB RETURN O2 CONSTRUCT 6" CURB & GUTTER PER CITY OF FONTANA STD. 1003 B 101'4637" 25.00' 44.41' 30.75' CURB RETURN C 12'1245" 300.00' 63.94' 32.09' CENTERLINE Z Q O5 CONSTRUCT CONCRETE SIDEWALK (W=5') PER CITY OF FONTANA STD. 1015 D 1272'45" 31&00' 67.78' 34.02' LT. CURB CL � �'Lu E 9230'07" 25.00' 40.51' 26.27' CURB RETURN w o O6 CONSTRUCT ACCESS RAMP PER CITY OF FONTANA STD. 1006 F 87'09'53" 25.00' 38.03' 23.79' CURB RETURN Z J Q Q aS'EE= s+y O7 CONSTRUCT CROSS GUTTER (W=8') PER CITY OF FONTANA STD. 104 G 3,3433" 980.00'' 61.16; 30.59' LT. CURB � �11-Q 15 m / yU a.: EET 8 H 3 34 33 1000.00 62.41 31.22 CENTERLINE LO J o �� L QAK w14 Y 12 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD 1005 1 3'34'33" 1020_00' 63.66' 3184' RT. CURB Q J 16 17 UJ 18 `�`� c i o ?% 20 0 ^ 20, 6 22 6 TYP. NOS'48'29"E 40.00' CROWNLINE J. o N PROP. 8" SWR CN 19 N o \ `� ``� 21 w 20' > ^ v E 0 ± Ln PER DWG NO 35 Q I o 3 23 LU J'0 — R/W N �' N v ,� czi00 � ap W ofuIV6 ,v9 12f56. W O NOO"3u 'T.2',1,8" 1 _' 1 2 '�� C 1 D 40 ECS y --!` E G i r F co e Aju 74 LLJ P..Y6 lb N;1 �.„ 10+42.85 PROP. 8" WTR. A 13 _',�1$' ,5 Z to 52.88 TC W r .: H V 96 95 m N 10+48.26 BCR RIW I" 52.86 TC O Q c? O I I ? , II W 77 k CN ! N or Q: GRAPEVINE CT. N " o o a Lu W SEE SHEET 9 n +Wz3 z3 � a i Y J Y po i ­_J ? �� D Lu O 61.- ^ FU- 2 = + JW rn 0 + L'Lio 'GESS/pti NW � �,Ew c. d�F�� SEA JADE LANE M� N� L No. 63494 " ^ �, Exp. Sept. 30, 2008I!o!LDATE: 45 - I'S - O> clo-MATT C, HICKS - —�l�TFOF CAUF���\P RCE N0, 63494 EXP. 09-30-08 40' 30' 20' 10' 0' 40' 80' GRAPHIC SCALE. 1"=40' TOLL FREE �_ 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PLANNING ■ DESIGN ■ CONSTRUCTION REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Q� pF E S S /O 3536 CONCOURS, SUITE 220 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �� N9� ONTARIO, CALIFORNIA 91764-5592 F.w C 909.581.0196 ■ FAX 909.581.0192 ■ www.RBF.com COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� ��� 'Sf� �y ■ ■ ■ s\ � RECORD DRAWING NY d: CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , w �� No . 63494 N CONSULTING DRAWN BY: TRACT 16495-2 SCALE1 " = 40' THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO M E' SEA BADE LANE JOB NUMBER Exp. 9/30/06 PREP R D NDE HE E I N 15-100634 �x � DESIGNED BY: BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s l9l 01w, o��~ �_���� R-'. APP VED BY- �j/, DRAWING N0. 7 STANDARDS IN EFFECT. F OF CK ��� DATE: �'l' CHECKED BY: L8� 3520 MA EW C. HICKS RCE NO. 63494 EXP. 09-30-06 Wn ?,I;q R.J.B. R ARDO SANDO R.C.E. 51152 DATE: