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HomeMy WebLinkAbout5227-6 25.60' - _ 25.60' _ O.C. O.C. 19.88' 19.88' 0.C. O.C. U U : \ co c..) N~ 1020 TC w ~ �" W � 1020 TC M O~ 00^ r•-) ^ +� �O U Od- n� O N- N� CN' 0.65% �^ N',.7, 0.88% -- -0.89% 1.11% 00~ TOP OF PROP. o 2.26% m oo^ / 8" CURB N o J _ our +� / 1.00% 1.20% _ — — — — — \ EXIST. N.G. AT 22' WEST a O o - 1020 - 1020 0 00 Loo SAWCUT + SAWCUT Op ( NO ^ ---- ---_- ----- qN + u a 0 o EXIST. F.S. oo + oM �. J-T SAWC�h. +04 O o ----------- o o a, CO 1020 a 00 03 1020 � o o^ o r� o v o / C/L - - - - C L 00 OR r+i o _ -- oo _ + moi �� _ — O O N O --- 'C-', � O CD N `J a O M + — �' co O o `� o ,r; EXIST. F.S. S.� — — — — — o d o+ N oo ATS — rn o r- - - - - 1010 PROFILE SCALE: 1010 HORIZ. - 1" = 40' VERT. - 1" = 4' 19-1-00 20+00 21 +00 22+00 23+00 24+00 25+00 CONSTRUCTION NOTES O SAW-CUT AND REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER g PER DETAIL ON SHEET 2. 10 W 4 CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 12 O M 0 12 10 O 0 10 34 O o CO La Q O o 8 o CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED rn 0 0 0 0 PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. OY �Otj tmDU rn dN ca O'tj .4- NC U U U N.W Q 6.5" 8" 12" 18 S,� ,ri W ^�? •a ri o o ori W ,�,� M W "w cm w oo w - w 3 O CONSTRUCT AC OVER CAB MINIMUM, OVER NATIVE MATERIAL COMPACTED TO up ``' +m +� CO LA_ �a N. �� �I:C- +m ' '•zow �•Z N-9 C.>LI ooani- u w 95% PER CITY STANDARD 401. O Lia o N +J• + a "m N N N W ,- N co ce M M"+ +0 0 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' " "a " • " " • " " - - J J N N Z (WIDTH AS SHOWN PER PLAN SEE DETAIL SHEET 2). LJ,J M}`W � QO Q } HX H� FQ-� F-� NU OO NU N N3 PLAN/SEE 2 0)I- ,- �'" Cr)a "'``' �'' "'W "'" "' N o d X d d U X a" X 8o REMOVE EXISTING TREE. V) 3 t~ilW (nW tiW Nw (nW w (nW w N W 0 PROP. 0 O O EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS) 10 LINK REMOVE EXISTING CHAIN FENCE. �v. I 20% '8 1013.76 TC I R=1.00X 1015.76 TC '�� i ' tT ` <i�_ ® 12 PROPOSED STREET LIGHT PER SEPARATE PIAN. ON _ e " 5' 1013.09 FL 0 N R' .88% i CD 0�� � �/, �� � � ' � ', © � 1015.09 FL �©� � . _ 1016.30 FL � s� � �. 18 EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). p � A� / ' " / A. 4 1 " .�►,���~�F moi. ` .t- % �� AVIV d �. A. I 25- , LO 22 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). + 0 0 0 W� 0 0 0 0 0 O R €x 2. b . g3,vy', co 0 0 m -1-g 34 REMOVE PORTION OF EXISTING BLOCK WALL ENCROACHMENT (TERMINATE WALL AT P/L). M +_ U O W N a m M = 35 INSTALL REDWOOD HEADER AT PROPOSED NEW E.P. Q M D N f-csi f- NOW O NNc. +N � " (r) o NO 3C d W N WH O H V) C_,, •CC Q d N cc Z N N Z J 0 o w M m 1— LL1 Q 8 M 0 CATAWBA AVENUE PAVB.E:NT LEGEND . . - REMOVE EXISTING AC PAVEMENT - CONSTRUCT NEWAir 401111111Mmomm...-_ ASPHALT PAVEMENT - CONSTRUCT NEW 0 20 40 80 120 PCC SIDEWALK CURVE TABLE ,. ` . - CONSTRUCT NEW PCC DRIVEWAY SCALE:1 "=40' CURVE # DELTA RADIUS LENGTH TANGENT 1///� , - GRIND AND OVERLAY C11 58'40'04" 25.00' 25.60' 14.05' C12 58'40'04» 25.00' 25.60' 14.05' WO/i# 8-360371179 SHOULD CONSTRUCTION OF THE REQUIRED ocROFESS/O/yq� Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA N D 0 IMPROVEMENTS NOT COMMENCE WITHIN TWO .� R� ST Fy Thieves Engineering, lnC. STREET IMPROVEMENT PLAN i p_ I I �j \�� F� Ci C/V1L ENG/NEER/NG • L�4N0 SURVEY/NG 1 YEARS OF THE DATE OF APPROVAL SHOWN HEREON �� � 14349 FIRESTONE BOULEVARD DAWN �; Ste: `I* , _ MCRA 21— �FFMN714906173 DLT CATAWBA AVENUE AS SHOWN DIAL AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. 56155 * _ TWO WORK I NG ( DESIGNED BY: PUN & - - c- SHEET „-- BEFORE BEF❑RE \ _'=� / DAYS BEFORE tr, Exp. 12-31-16 Q DATE: "� \\ // CITY ENGINEER MAY REQUIRE REVISIONS TO THE , Y❑U DIG YOU DIG y !ADS:: STA. 1 '+00 • . +00.00 ii cs, PLANS TO BRING THEM INTO CONFORMANCE WITH �F ����� o`� Ilic ` TOLL FREE 1-800-227-2600 OF �F Date CHECKAP--0 ED BY �,/_ DRAWING NO.: 6 Ali. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. AL REINHARD STENZEL RCE NO. 56155 41 / DATE: ((�� 5227 1 RCS CI ENGIN R.C.E. 51152 2 3 0