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HomeMy WebLinkAbout5628-1018+00 TGT. NO. 3 STA. 10+00.00 ARROW BOULEVARD/ LDER AVENUE FD. 3/4" IRON PIPE ELEV.=1272.36 O O g k _; = 00 N In Z W -0 IfN N I I I Ih I I I cnI I I I �d I d I NIA I !I l rn I I I I I I I I 1 1 19+00 20+00 All, . 00 MO 00 p ^L OF C_V f .- OE LO Nni I. OC +Z co LO II n � � +Z O�Q II W 3 +i NL m rn % V) Q En N C 9 to 9 18 3 3 0246-121-07 0246-121-08 CONSTRUCTION NOTES: O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000. O CONSTRUCT SIDEWALK, WIDTH AS NOTED (INC. CURB) PER CITY OF FONTANA STD. PLAN NO. 1006. O3 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1001. REVISED PER DRIVEWAY DETAIL 1, SEE SHEET 3, UNLESS NOTED OTHERWISE. O6 CONSTRUCT CURB RAMP, CASE D. TYPE 2. PER STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN NO. 111-5. Underground Service Alert SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION e NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL n p .inn & im-7.A 1 4q T Qr +~ p iiM Z rn rn NaMo ro� �r �r �� N� ;TI I a0 21 +00 lb_ I 9 - �EL'.. I O III O O 4lj 74I r`C�.. to N'-Gp N Nn N + w I_� I co" it ow_ I <reo3 N N+ N+ _Z o0 1 oN �A1 22+00 23+00 LAUREL AVENUE 22 00 23 0 S- - -- _ 9 2 r III Ifl pr) II— ;r.- • •.. �I III _ 6 1 i `'' Ld NJ 'qZ M2 0246-121-40 co 3 CD m o 4 I8.' No N: ri I� 20' Q �� N to o N UW Q o� N ¢ ® I I L\430' _:_�dc 'r' . 32'-' ' �- Z 1-- Zm-1- Z . I I" ` nlfn-F � {I tow to weD cn w 18N 24+00 25+00 TGT. NO. 4 STA. 23+19.33 �ARROW BOULEVARD/ LAUREL AVENUE FD. 3/4" IRON PIPE ELEV.=1271.17 CONSTRUCTION NOTES CONT. ARROW BOULEVARD CONSTRUCT 2" OF ASPHALT CONCRETE OVERLAY AND 4" OF ASPHALT CONCRETE PAVEMENT OVER 1.0' OF 95% COMPACTED NATIVE SOIL. 11 CONSTRUCT 10' HEADER CUT (2" MIN. THICKNESS) ALONG EXISTING ASPHALT CONCRETE PAVEMENT JOINTS. 16 CONSTRUCT MAILBOX AS NOTED. 18 CONSTRUCT CHAIN LINK OR WOODEN FENCE IN -KIND TO LIKE CONDITIONS OR BETTER. 0246-161-01 26+00 27+00 28+00 29+00 TGT. NO. 5 STA. 29+78.64 1� ARROW BOULEVARD/ BUCKEYE DRIVE FD. 1-1/4" IRON PIPE ELEV.=1270.27 0246-041-62 E ..t LL wm 1 - Y ZU ODD C.9Q,, -H C9QQ �3'. oizoo, 40 O c- O' Fw to 1=w zF T!Q +N=a jtc00+0'4 0246-161-02 WV9 NtXU �.W z `z�' 04 f +3 -. +� co -F I-pw I-pw0Q tq �m N -�O7 0d r (n - ,Q Q 2 1 1 N 9 2 3 3 CURVE/LINE TABLE ® DELTA/BEARING RADIUS LENGTH TANGENT 1 S89'12'38"E -- 480.22' -- 2 43056'44" 25.00' 19.17, -- 3 N76007'32"E -- 51.34' -- 4 S89'12'25"E -- 251.28' -- 4 2 �o 0246-161-03 r N �3 N I fTl _ I LE —END: N �— PROPOSED ASPHALT CONCRETE PROPOSED CONCRETE GRAPHIC SCALE RECORD DRAWING 1 IN(IN CH FE40)FEET Qy M RFy No.69984 Exp.9-30-18 CIV%V�� °F CAIS, TKE ENGINEERING, INC. 2305 CHICAGo AVENUE RIVERSIDE, CA 92507 (951) 680-0440 RING FAX (951) 680-0490 -05-10-18 STREET IMPROVEMENTS FONTANA AVENUE POPLAR AVENUE TO RANDALL AVENUE ARROW BOULEVARD ALDER AVENUE TO MAPLE AVENUE 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. TERRY M RENNER R.C.E. No. 69984 REN E R R.C. —18 DATE ENGR. CITY DATE HORZ: 1" = 40 I VFRT- 1" 4' 0 1 CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS OP ARROW BOULEVARD STREET IMPROVEMENTS AS sH0Wv PLAN/PROFILE SHEET DAM OP ST 8+00. 0 TA. 29+00.00 MAY 2017 APPROVED BY: DATE DRAWING NO.:]ITMR r O ' CITY ENGINEER R.C.. No. 51152 5628