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HomeMy WebLinkAbout3673-2 R/W R/W R/W R/W R/W R/W 30' 30' 30' M. 30' 30' 30' 12' ..--. 18' - 18' 12' 12' 18' 18' 12' 12' 18' 18' 12' , , , , , , , , , , 7' 5' 6' 12 1 1' 7 5' 7' 7' S 7 11 12' 6' 5' 7 7' 5' 6.5 11.5 11.5 6.5' 5' 7 JOIN �� ��► �► JOIN JOIN ow ► JOIN JOIN - �► �H► JOIN EXIST. REMOVE EXIST. I REMOVE EXIST. I EXIST. EXIST. I I 1 EXIST. EXIST. I I I EXIST. Q A.C. DIKE A.C. DIKE CI 0 0 I 0 0 0 0 I 0 0 0 0 JOIN EXIST. JOIN EXIST. �% JOIN EXIST. JOIN EXIST. — _ 2 JOIN EXIST. — JOIN EXIST. ��° O f 1.570-4% 7 _ 11 _„49; � z i7 - - - - - - - - - - _ - - - - - - :1.5Z-47_____ VOW : - - - - - � - - - - - - - - - - - r O 0 k - - w w0 0 w w 0 O zI IL-iZ zI k Ho_c) EXIST. SURFACE a I- a EXIST. SURFACE EXIST. SURFACE a I- I- a EXIST. SURFACE EXIST. SURFACE a. I- I- Q_ EXIST. SURFACE a. w > w LU > > w UJ > > w U © a a © a a 0 © Q Q © /v n X X X X N `UVARIES VARIES w w VARIES VARIES w w VARIES VARIES w f f- f- — — i f- C/) O TYPICAL SECT1ON TYPICAL SECTION TYPICAL SECTION ci NOT TO SCALE TYPICAL SECTION NOTES NOT TO SCALE NOT TO SCALE CD STA. 2+75 TO 25+00 STA. 10+38 TO 25+10.00 STA. 11+00 TO 28+90 / REMOVE ANY EXISTING CURB, GUTTER, AND SIDEWALK WITHIN R/W. o ALMERIA AVENUE CONTRACTOR SHALL USE PCC, BROOM FINISH, AND JOINTS TO JACARANDA AVENUE LOS CEDROS AVENUE U CONFORM SIDEWALK STANDARDS. PRIVATE WALK EXTENSIONS SHALL o BE THE SAME WIDTH AS EXISTING WALKWAY. CONTRACTOR TO CONNECT ALL EXISTING PRIVATE WALKS TO PROPOSED SIDEWALK. g' To N O O RAMP FLUSH W/ CURB RETURN o I 10' I oz O _ % RAMP FLUSH W/ CURB RETURN j R/W R/W 6" f 8" A.C. DIKE 30' 30 12' 18' 18' 12' m _ - - iiiiiiiiiiiiiiii FACE OF CURB - - - - _ ///��//////�/� - EXIST. E.P.J 8" A.C. DIKE r 7' 5' 7' 11' 11' 7" 5° 7' BACK OF CURB EXIST. E.P. JOIN �► .-► �®' ' - JOIN EXIST. I I I EXIST. NEW 4" THK. A.C. RAMP O 0 0 0 0 2" MIN. 2" MIN. \ 2% cNi JOIN EXIST. JOIN EXIST. % np, TYp. PLAN ELEVATION O 0 - - - - - - - - - - - - - - - T 0 • ;ir NEW SIDEWALK .: . .� A.C. RAMP DUAL 'B' o ILl w ':. ..1.: I Q z z NOT TO SCALE J J •..i.' .7: •'�.1. •. .... in ••L'. . -- v- EXIST. SURFACE EXIST. SURFACE l w v U w 1 `J;..:1.'I. ! •I '`•; NEW CURB & GUTTER © N Q Q N . 5_,v) N N X ``' VARIES VARIES ``' CONCRETE FOOTING f • I M 1 � ' � f TYPICAL SECTION SINGLE—UNIT MAILBOX MAILBOX NOTES ' �' `f` " -_ — NOT TO SCALE 1 . MAILBOX POSTS SHALL BE OF STA. 11+00 TO 25+00 Q TREATED REDWOOD OR METAL. CHERIMOYA AVENUE EXIST., PLANTER WALL A EXIST. PLANTER WALL EXIST. PLANTER WALL 2. ANY SET OF 4 OR MORE - A MAIL.BOXES_CLOSE_TOGETHER i - r - -- -- — I -- -- 7 —MAY BE COMBINED TO A //dd-N\ F] /HDH•\ MULTI-UNIT MAILBOX. . STREET IMPROVEMENT CONSTRUCTION NOTES 1 0 I i I 3. RELOCATE EXISTING MAILBOXES SEE POWER POLE DETAIL I �,' O SAWCUT AND REMOVE EXISTING AC PAVEMENT I 0 I I I TO NEW MAILBOX POSTS AT NEW (ELEVATION ONLY) �r -� POST LOCATIONS. - • \ ;c1N)i \ -9.1 O2 CONSTRUCT 4" AC OVER COMPACTED NATIVE EDGE DWY WING il/ (" \ N O3 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. PLAN 1003 J o a a 2 'Zr. cn- (.7 ® CONSTRUCT PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1015 ¢ 2 o o N o I p 1 ` 1 1 \ _in I o I I I I N Elr� N RECESSED 1/2" GALV. 6" THRU BOLT W/ WASHERS -..-- (TYP. (TYP. - BOTH SIDES) I 3' 10' 3' EXIST. MAILBOXES NEW DRIVEWAY c I TO BE RELOCATED � I PLAN . ° I 4" CONC. "' 2" MIN. 2" MIN. SIDEWALK TYP. TYP. a 0.25" ' EXIST. PLANTER WALL - • • y.. FS 4" PCC SIDEWALK CAULKIN NEW SIDEWALKJ 1 p ..,. � � / SEE PLAN VIEW FOR NATIVE MATERIAL EXISTING •• 0.25" - - • `I' 'P •l • POWER POLE r NEW SIDEWALK WIDTH CAULKING NEW CURB ac GUTTER . 4- ' WHO (TO REMAIN :: NEW CURB & GUTTER S=2% 1 IN PLACE) o ��/ j / / ICONCRETE FOOTINGI A _ � BACKER a rn n Prop�red P FESsr- / � I I ROD ,. :. %�%i��!r,\!�\!r,�; ALLARD ENGINEERING w S H,,° JOIN NEW s/w ---/ • IN. �`O �� �ti TO EXIST. PLANTER I MULTI—UNIT MAILBOX s�"I""' ` No 4�'6 f ELEVATION ELEVATION PLAN c �or.r s arMALBOX DETAIL 'A' iJC a1�A _-'sus �` '# - p �` ; ,� LOT 302 DWY DETAIL 'C' POLE DETAIL `" NOT TO SCALES cAUF POWERNOT TO SCALE NOT TO SCALE Underground Service Alert PROPOSED SIDEWALK DAVID EVAN S CITY OF FONTANA, CALIFORNIA •1�Y• SECTION 4216/4217 OF THE GOVERNMENT 749 PSE �� , � � AND ASSOCIATES INC. DRAWN BY: SCALE: AS NOTED ,����, 1�% CODEaEQUIRES A DIG ALERT IDENTIFICATION -y' JEFFREY 800 North Haven Avenue, Suite 300 Fup STREET IMPROVEMENTS PLANS `I NUMR BE ISSUED BEFORE A PERMIT TO RUPP p 0Ontario California 91764 DESIGNED BY: HORIZ: _ EXCAVATE WILL BE VALID PAVEMENT REHABILITATIOI. VERT: 1, FOR YOUR DIG ALERT I.D. NUMBER CALL # NO. 42868 *; Phone: 909.481 .5750 GXM Y, UNDERGROUND SERVICE ALERT Exp. 3/31/2006 /, CHECKED BY: TYPICAL SECTIONS AND DETAILS DP,TE. A Civl� 'a! 1/7,0/04'�`407/19/04 � �GF cw�� JGRH 1 -800 227-2600 A ADDZD5EET/ TOSSEET/4UO.E,E' b264-. ,(,,Io; �'•,-a --- DATE: JOB NO. DR. NO. SHEET NO. ENGR'S DATE C DATE t?ROLANAGER 1 - APPRO T REVISIONS APPROVAL APPROVAL REGISTERED CIVIL ENGINEER FONT0000 0029 CITY E GINEER RCE NO. 51152 3673 2 OF131Z