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Home My WebLink About3021-3RANCHO FONTANA VILLAGE PARKWAY SEE RIGHT 1 =16+60.01 RANCHO FONTANA VILLAGE PARKWAY - i _ 1 a f Y 1 S E f:7' i`4 .04TC F R Ta F[_ D ANS, D �I.� i r7Nil O 4 to I— O O N ELM N CD 1 4H t-Qo , ` '` 's ZI !O C0 U RT4 y I RANCHO FONTANA VILLAGE PARKWAY SEE RIGHT Underground Service Alert V-FORE r°U Call: TOLL FREE 1-800 227-2600 llll� TWO WORKING DAYS BEFORE YOU DIG OWNER /DEVELOPER: NEW WEST PROPERTIES NEWPORT BIEACH DRIVE, SUITE 375-A (949) 640-6420 * FAX: (949) 640-6484 BENCHMARK: CITY B.M. NO. 361 ELEV.= 1365.00 NAIL IN POLE #1536697E S.W. CORNER SULTANA & BASELINE C14 110 160 CN r UT UR r rr -1-3084 o� ao +I] 00 N o DRIVE MARK I BY I DATE ENGINEER 0 0 • 0 0 Cy N r � .W Q W �_ V) w W W ZW :3 V)2 U REVISIONS � INT. 16+60.01 RANCHO FONTANA VILLAGE PARKWAY = STA. 10+00.00 ORLANDO DRIVE DELTA RADIUS LENGTH FJUTURI� ® 89°56'16" 30.00' TRACT 1-508/ 29.97' © 90°03'44" ..__ 47.16' 30.03' C� O W 62.00' 52.70' 28.06' waw O 0 W �¢ + ~ fl ( I �mCD '� 0 OVA— 001 On 30.52' 15.45' C' INS 91*1 21p, 30.52' J 1�T W 185.71' w 25.89' .J m m � /TP�TAC15964 U��J � iFM �OVEI�ENTS I10=1=X1.1_94 BCR ~ DWG NG. ---301 -; 59.00': 37.18' E_ FL - FUTURE STORM DRAIN-- w_ 6kTIN PER TRACT 15964 DWG NO. 3017 (P€RD-WG: N0: 1-2U Z. F 1 DRIVE*1RLAND SEE LEFT 148 1 �\�!•�47i�1 VIVI U. V I 1 U U. 7U U m CD 27-,,2�,&-, CV ',--,,SEE SHEET 7 IFOR STORM DRAIN 10+52.06 ECR 8 17. _ - _. r R� 14 SOr50' _ C A" 6 EXIST. 3"11T. 1T. 50.50' U U m t coo 23 22 21 Csi t 2 0 _O w Cq p, r R- Wr. r� 19' J A&=50.3 -. , X60 ��, rc r X0;50 � � 50.50 � _ � >_: D, _ 49+00- - 455.00'- - t. . f _a fFL. ©UPJ `'� ARY-a- EXIT. C41 U .. _ F _ RB f v - - -- 4 .JOINEXIST..0 & G BEGIN `f ROVEMENTS__v___n 1�� p Z 4 ff "1 O ti C -D e CL C10 w x �-- CONSTRUCT 6" CURB & GUTTER PER STD. PLAN NO. 1003 Q2 CONSTRUCT X -GUTTER PER STD. PLAN NO. 105 (MODIFIED W=8') 3, 3 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN NO. 1006 -- CONSTRUCT SIDEWALK PER STD. PLAN NO. 1015 44 5 55 CONSTRUCT 4" MIN. A.C. PAVEMENT OVER 12" COMPACTED NATIVE MATERIAL 6�--SAWCUT AND REMOVE EXISTING PAVEMENT AND JOIN WITH NEW PAVEMENT AS SHOWN ON DETAIL "A" ON SHEET 1 77 — REMOVE EXISTING A.C. PAVEMENT 88 INSTALL STREET NAME SIGN PER STD. DETAIL NO. 139 9" 9 CONSTRUCT 8" CURB & GUTTER PER STD. PLAN NO. 1003 C 11 REMOVE EXISTING A.C. BERM S� 12 CONSTRUCT CONCRETE CURB ONLY (C.F. HEIGHT VARIES) PER STD. PLAN 1003 13 CONSTRUCT CONCRETE GUTTER PER STD. PLAN 106 (MODIFY TO BE 3 WIDE) 14 CONSTRUCT 6 ATO 8 C.F. TRANSITION (REFER ATO STD. PLAN NO. 1003) 16 CONSTRUCT 4.5 MIN. A.C. PAVEMENT OVER 12 COMPACTED NATIVE MATERIAL 17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL NO. 139) 18 INSTALL 5800 LUMEN H.P.S.V.; #7, 25 HIGH STREET LIGHT PER STD. PLAN NO. 1016 20 CONSTRUCT DRIVEWAY PER STD. DETAIL NO. 102 21 REMOVE EXISTING A.C. WALKWAY APPR. DATE CITY SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN 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. m f i r S o T R -C r 1 0, 1 t SCALE: 1 " = 40' 0 20' 40' SEAL -ENGINEER QROFESS/� 44,0 �a A. s�ql CD - m wL� No. 25917 m * Exp. 12/31/05 sgTF CiVi\- OF CA1-SFO 80' 120' 160' I— _ h l C� L. 4 f Cn N m r 4- i I I sQ 7 U CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 PREPARED BY: R.C.E. N0. 25917 EXP. 12/31/05) S DATE: RICHARD A. SCIANNI 21+15.01 RADIUS POINT PAD = 52.6 Zi CURVE DATA 0 DELTA RADIUS LENGTH TANGENT ® 89°56'16" 30.00' 47.09' 29.97' © 90°03'44" ..__ 47.16' 30.03' C� 48042'00" 62.00' 52.70' 28.06' (D�245°39'27" Hill 162.93' E� ,..,� MA 6 100.00' 29.60' OVA— 001 On 30.52' 15.45' ,# ii�,Aory �ij'i�r/ INS 91*1 21p, 30.52' 15.45' 1�T 15*52'15 1 185.71' 51.44' 25.89' I— _ h l C� L. 4 f Cn N m r 4- i I I sQ 7 U CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E RIVERSIDE, CALIFORNIA 92503 (909) 785-5122 * FAX (909) 785-5180 PREPARED BY: R.C.E. N0. 25917 EXP. 12/31/05) S DATE: RICHARD A. SCIANNI 21+15.01 RADIUS POINT PAD = 52.6 Zi CURVE DATA 0 DELTA RADIUS LENGTH TANGENT ® 89°56'16" 30.00' 47.09' 29.97' © 90°03'44" 30.00' 47.16' 30.03' C� 48042'00" 62.00' 52.70' 28.06' (D�245°39'27" 38.00' 162.93' E� 16°57'27" 100.00' 29.60' 14.91' 21 °49'32" 80.13' 30.52' 15.45' 21'49'32" 80.12 30.52' 15.45' 15*52'15 1 185.71' 51.44' 25.89' CITY OF FONTANA, CALIFORNIA DRAWN BY: STREET IMPROVEMENT PLANS SCALE: SE TRACT 15964-1 1" =40' DESIGNED BY: RANCHO FONTANA V GE PARKWAY DATE: RAS ORLA IVE JUNE, 2001 CHECKED JJL B AP ED Y. _® DWG. NO. SHEET �ITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3021 3 of 11 JN545/1 1-12-01 /545_-1 sip3.DWG/S:40 r -"-,I-*T,