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HomeMy WebLinkAbout5227-5 1 25.60' 25.60' _ O.C. O.C. 19.88'_ 19.88' O.C. O.C. w 1- Li_ v n_ o m = U m U O in m O U rn~ c_,c.., U U ~ stn rn=a o 25.43' 25.60' o n 00 - aol,o O.C. O~ o o^ p o +� O.C. 19.82 19.57' O.C. 00 o rr o r�o o 1.43% -` O.C. 1 cL U oo r�0 .- 2221,1, �� 1010 TC .- 0 o --0.84% �' " o TOP OF PROP. "'°O 1.20% 1010 T C U o- o m U o w p o o0 1.267. _� wU I- o~ p~ O~ o �� +8 - - 2.31% o m co,n r,co ^ter c'`c o'• •oo cc; v o 8` CURB v o u'0 0.80% -_ ca In dr °° cNi vi+O ±00 Op p NO_ NO �2 0.60% - p 0.81% 0.50% - -- - - 0.60% 0.09% - - - - \ EXIST. N.G. LT - - - ' 2.01% 1.26% AT 22' WEST o o M O cy O +- 0,0. II - A1010 , . ..-1. o o cc) co O _�_ - 1010 O oN + O '-SAWCUT -- 13- - .-.- Cr EXIST. F.S. vv o ; o + o 1.AT SAWCUT SAWCUT o CD + o M O o ^ + o No :Z.,,...7-, -------- d m -- O `. o - + o -. -- O - O -� a!^ cp �- oo � + Na rn O Oci 00 O I a ^ O c+0 O 1010 p - - - - o --- �- _ _ _ - 1010 o ^ oo r-• + o EXIST. F.S. Lip o /1.J CIL o � + � ATS_ _ - -- - - - - - C L O v O vi O Ci + cd - oo p▪ o _ - PROFILE SCALE: HORIZ. - 1" = 40' VERT. - 1" = 4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 I SCONSTRUCTION NOTES EE SHEET 80 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. 0 -to + O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER N 29 PER DETAIL ON SHEET 2. a 9 4 CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. � 29 0- 10 O W �„ z N O 10 10 12 10 12 O CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED o W N J 0 18 . O O 0 O 12 10 12 10 PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. 0 J O c 17 ti O CONSTRUCT 6.5" AC OVER 8" CAB MINIMUM, OVER 12" NATIVE MATERIAL COMPACTED TO +000Q 17 Q = w > W Z J �m _, > _ 0 o mr, a, O o Y o o 95% PER CITY STANDARD 401. ¢+�+o vr�- ma oZ�a Ln 1-1- L o w C�ONO - nl� > N O W pU �� O� p Q • ��N �- NU 041.,_c..,, M00 • J coJ n� +� �W nd' tnn +m n0: -d-I-0 w^� OU X cn z ao + + + w ci N U +cn cy o w + o' + r7 z c0 7O GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' "'``' X o ±N w a N X N a J "' +m o • "' ;o mco N ~ (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). < 1 cnw -� • z QU�3 �w �w QO fQ-•� �U Opo �� QO r�� +w^� a+o� W � X �� NW� • w �z aZ Na (1)a- I-›E Na � v,c, a �o ooQ�� �o W 10 REMOVE EXISTING CHAIN LINK FENCE. N w N w w N w N w I-XN w (=r) 12 PROPOSED STREET LIGHT PER SEPARATE PLAN. _± O` O, 0 PROP. Ai, PR \ O 0 N w W 17 EXISTING WATER VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). ������ -MMEMSEI1 MEV � I EXISTING WATER VALVE TO BE ADJUSTED TO GRADE (BY FONTANA WATER COMPANY). ,, trif �����������1= 11������.!�� � p1006.71TC R=0.6 N 1007.88TC_ �R=0.80X 1008.87TC/a 2 - R;w1.26X N a 1010.71IC% , ., a R= 22 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). r�`© __ �, �� 1006.04 FL Q © 1007.21 FL 1008.20 FL N Q 1010.04 FL mM ) A AAAI` ♦A♦♦A,��I.. 46 ♦�/�r�A2MFAI�WA1V� \ /4IIkW�����►n��AaV�1VAW�0MI�����l��aWAW�o_IM���i\�.�M�►.V��mw��. .�. .....,...� ������ ����� ��/�. A0r`�r�AIL 4MI���®���A0MWA&�©M/A���,\r� . CD CL ' 10+00 1 11`+00 0 ��OI1/16rc, .'i'm:� a aPPmmia52�AmwmA i A.'/AwevIrir//zrAiiElw r1 i -low _i1 •• w rte' i i , 1641 i -Aprag ;� 1 00 / ,.1_ • / : •• 1 � _/ 29 EXISTING IMPROVEMENT, AS NOTED (PROTECT-IN PLACE). D • ` `n co 41 �Q -7.!=1 O `oo ao O NQ O in O ` O .n O O in P,,w co O rn m .n CI cow N 5' omecoWcd 0 Trio Q Q �m oo O '41 1: 00 + fir - 1 _. icy, oo +cn o Y _ • cow a z'wF p : _ p _. + In w +- cx z•ws d w 0, 0^OmN .r O d_ N p M M 1�W ^NO +N r ± +CDCD O Nc V)� _a �p a �d �� ,.. �w •23�3 N� ci Nm t� r¢-� c~n� �� � I- Q N \ a N O N c D N cm M > rn = �� Nmm V) O W cci • J CS) N 00+ > 00 00V) O Z 1 ) 0 .2 s) 0 - ON ZX -� . � QX QX _Zw www "z V dl- cd c~nw c" m� I- r•I29 El) M In CATAWBA AVENUE PAVEMENT LEGEND •••• - REMOVE EXISTING AC PAVEMENT r.111.11.....°.-- - CONSTRUCT NEW CURVE TABLE ASPHALT PAVEMENT ' '"t-"'`=~_=Y' - CONSTRUCT NEW 0 20 40 80 120 CURVE # DELTA RADIUS LENGTH TANGENT ' '' "- •-- PCC SIDEWALK C7 5817'23" 25.00' 25.43' 13.94' :` ;_ - - CONSTRUCT NEW PCC DRIVEWAY SCALE:1"=40' C8 58'40'04' 25.00' 25.60' 14.05' /// , - GRIND AND OVERLAY C9 58'40'04" 25.00' 25.60' 14.05' 010 58'40'04" 25.00' 25.60' 14.05' �l�/Q/Q� 8-36C371179 0. il 8 DOL, , 3O SHOULD CONSTRUCTION OF THE REQUIRED lik()FESS/04/4ePreparedUnder The Supervision Of : (iITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT COMMENCE WITHIN TWO RD sTFy lhienes Engineering, Inc. M' F �� C/V1L ENG/NEER/NG • LAND SURVE�'/NG STREET IMPROVEMENT PLAN' YEARS OF THE DATE OF APPROVAL SHOWN HEREON � 14349 FIRESTONE BOULEVARD DRAWN BY: SCALE: W LA MIRADA, CALIFORNIA 90638 CATAWBA AVE N U E �� AND CARRIED FORTH IN A DILIGENT MANNER, THE * rR.C.E. NO. 56155' * PH(714)521-4811 FAx(714J521-4173 DLT AS SHOWN �N DIAL TW❑ W❑RKING - - •• - �N BEFORE I► DAYS BEFORE s Exp, 12-31-16 Q DESIGNED BY: PLANS DATE: N M ii N YOU DIG Y, YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE 9 _ MSR _ ; .1 ' •0 f_>TO 19+00.00 TOLL FREE 1-800-227-2600 PLANS TO BRING THEM INTO CONFORMANCE WITH �FO��V�`�FOQ` It _ • Date : / �j CHECKED BY: AP"OVED �� DRAWING NO.: Jr A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. A DATE: w, REINHARD STENZEL RCE NO. 5.155 RCS CITY ENGINEER R.C.E. 51152 `5227 2 1g