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HomeMy WebLinkAbout5227-3 i Oi o o 1;') O + rn O ,� rn 0,a)0 00 - o ^ + of 1000 0 �v — _ _-m 1000 q a C L o � _ a-_ _ - -- - - - C L 0 o N + co �: 00 00 �+ cc; EXIST. F.S. v v — — 0 00 0 + tri / AT — — _ -- - k co; _ - _ - - O O O a + o O a) an o O q.- 1000 � 1000 0 oM °� 1000 SAWCUT o o � 8 ^ -d- + � — — SAWCUT + CO EXIST. F.S. .�.� o , Opo' - ± rn v rn f AT SAWCUT _� 0 0 + to 0) o - + rri ra' -- 0 0 v� r 25.60' o M + �_ _ 25.60 + rri �: - - O.C. O.C. 19.88' ma) 19.88' 0.C. 0.C. 1 25.60' 25.60' o k ``'U o N- O.C. 0.C. 000 - op`- +o 19.88' r19.88 v o~ ~ - M �a' O.C. 0 (=> a' • +a) _ 0.�i. gM coCO • co--- a) : 0)--com �� 1000 F m o~ TOP OF PROP. O ------ - : rn - 1.07X 1000 c� U pM 8" ^0 �rn TC U Liu o ►v- CD 1- 0 M EXIST. N.G. o+ CURB __r 0.37% TC N mo M o LC) `-°) o AT 32' EAST :248). 0% :U6� 1.081 NI to — N NI s:�p 6M NO +tn �� �� v �� c ,41-410, — (3, _ 0.40% 0.40% •0.00% 1 0.70X — — �-- -1.921 -1.401 990 990 TC PROFILE SCALE: TC 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 CONSTRUCTION NOTES 10 SAW-CUT AND REMOVE EXISTING AC PAVEMENT. O CONSTRUCT 8" CURB PER FONTANA STD. PLAN NO. 1000 AND PERVIOUS GUTTER PER DETAIL ON SHEET 2. 0 CONSTRUCT 6' (WIDE) 4" P.C.C. SIDEWALK PER FONTANA STD. PLAN NO. 1006. 0 ® 0 CONSTRUCT COMMERCIAL DRIVEWAY PER FONTANA STD. PLAN NO. 1002, AS MODIFIED PER LOCATION AS SHOWN ON DRIVEWAY DETAILS ON SHEET 2. -M i 0 29 26 1 19 10 O CONSTRUCT 6.5" AC OVER 8" CAB MINIMUM, OVER 12" NATIVE MATERIAL COMPACTED TO N r3 19 �, o 0 0 95% PER CITY STANDARD 401. z. �, ? o ``'ro = o C-)N c) ,,, 0 0 GRIND & OVERLAY EXISTING AC PAVEMENT, MIN. DEPTH 0.12' W w : N M ca, o 0 w g; z ?z o•z ,� (WIDTH AS SHOWN PER PLAN/SEE DETAIL SHEET 2). re) st N- co Z °� ^ •p �twi� Ow oiH rnZ , > - ±�, �W :4_ " +o M 3 o ^J^ co o 80 REMOVE EXISTING TREE. X CD PROPOSED 72 DIA "�- -Ci ,- C; _co m- w Q w a 0 v ( rn _a) 90 EXISTING POWER POLE AND/OR GUY (TO BE UNDERGROUND OR REMOVED BY OTHERS) c~i)c� m� Nw S.D. PER D-5228 � X Nw Nww �X c~nwv~iww Nw ¢X (_ / cn w i-w ~n w 10 REMOVE EXISTING CHAIN LINK FENCE. ��m - w plain� 52 I -..41 I O C(%) 12 PROPOSED STREET LIGHT PER SEPARATE PLAN. �, ZX \ a tr VIPER IX tY wa.., W ` U U w I 13 REMOVE EXISTING TRAFFIC DELINEATOR. o ._ z m_ Wim/ oc. vs m� �. Ho -'} VIA H WO r0 C.U-' - __ - M_ .. NCI M d . M 7 U E'._ a9, 00 4J O N m� 7r) thL*..• O •o w Ir, 0 O ® O ;n O m O '� U O 16 EXISTING WATER METER TO BE REMOVED (BY FONTANA WATER COMPANY) < ri, 10-00 a a 11 i 00 0' � �5 � �- _ �� ree'lltnet -lit""rt4+4 Streteteirr+Iritretre-4 n _ � " •• �;� liftt: g± 17 EXISTING WATER VALVE TO BE REMOVED (BY FONTANA WATER COMPANY). EL , 994.93 TC 1:44:7:40' 0 0 - 0 a / 0 r �. rn19 EXISTING FIRE HYDRANT TO BE PROTECTED-IN-PLACE. 994.26FL �����' 0 . "' 21 EXISTING DDC TO BE REMOVED FONTANA WATER�D _ ...: ���� �� • R=0.40% 995.52 FL R=0.80%n © ons - 11110 � 4:e O (BYCOMPANY) } IMPA � ;� j 4`' 4 �, �� " �`IESIBli— W 22 PROPOSED NEW FIRE HYDRANT (BY FONTANA WATER COMPANY). CE s. �� W i W W i W r`�./ 7 23 PROPOSED NEW 10" FIRE SERVICE & D.D.C.A. (BY FONTANA WATER W •- 0 / ��W 0 --- - 0 0 0 zCOMPANY). 41 �! - - A O? = 26 ADJUST EXIST. MANHOLE TO GRADE. �n - to - • cow — ��� ao w V �� • fns - W �0= OU^`W�WOZM)wN)W � - ± + 9 a�iLJ MJ nU NW �M to CoH p W MJ in i, �O CD 0) N- `d g ' o X - O o co o_'p�� '�'c`!w m - _ - ao "'• -rt. "g "'o I- < 29 EXISTING IMPROVEMENT AS NOTED PROTECT-IN PLACE / _ W M NMU ~� 1 cmg,IC F M� -a�� - +W �1413- ,u7- �N a� �~ a^i� O Imo^ ^U �3 r ( ) �� + Z U n HOO d to Q r O M 3 O ` aoU +W �Z +H+ + rri n Q +N +W Mfn +M +,,� a)= +m +W •r�) st ;.. J +�rhUdU +W ^0 ( +W + d18'SEWEA -+ /' Q � �U +W .1--v; 00 Mtp Mt dar tea) OiW d W t1)� +s 7 I��OONO ^� Qd �� ooU o0(nI.) M / a v N .o+w z L,•-,�,-X� _ + ; ,,, o O ,�;ov0 o: W w32 EXIST. WATER VAULT TO BE REMOVED (BY FONTANA WATER COMPANY). Ns / I n� cn�� X f¢_�` "X ��''��`'aY¢W •¢�`' �� w �� moo: v~iocna as �a N� �N �No_ 3'-Z�Z Qpan rdWcn, �''N cn t- oN cn p c~i�o: " t-o: a Xa '�LL'^W N w ' I I N 37 CONSTRUCT PARKWAY DRAIN PER S.P.P.W.C. STD. PLAN 151-2 (INLET TYPE 1 WITH X v ``' `� "' N w a ``' 3 Q; ; O �, 45' ANGLED APPROACH, S = 3.00', B = 3") SEE SHEET 8 FOR STD. W ® � 10 10 00 37 00 O 0O w 12 0W p 12 $� w wv~i3va~in 12 _ I w • 29 O O o_ g �� 22 O 17 32 21 ® O 0 23 1 SEE SHEET 7 POPLAR AVENUE PAVEMENT LEGEND Ar 4111(nomm"----- ���� - REMOVE EXISTING AC PAVEMENT 0 20 40 80 120 CURVE TABLE - CONSTRUCT NEW ASPHALT PAVEMENT CURVE # DELTA RADIUS LENGTH TANGENT - CONSTRUCT NEW SCALE:1 "=40'PCC SIDEWALK Cl 58'40'04" 25.00' 25.60' 14.05' `: . - CONSTRUCT NEW C2 58'40'04" 25.00' 25.60' 14.05' PCC DRIVEWAY //// , - GRIND AND OVERLAY C3 58'40'04" 25.00' 25.60' 14.05' C4 5640'04" 25.00' 25.60' 14.05' WD/D# 8-36C371179 DuNLITTL,9T SHOULD CONSTRUCTION OF THE REQUIRED coFESSok Prepared Under The Supervision Of : CITY OF FONTANA, CALIFORNIA i IMPROVEMENTS NOT COMMENCE WITHIN TWO 4, `?4-RD ST�Fy ThievesEngineeringL4NInc. STREET IMPROVEMENT PLAN :&'s-1�� 2 Gy C/V/L ENG/NEER/NG • LAND SURVDING „„„A;;„„„,1,,,,L �1 rn 14349 RRESTONE BOULEVARD DRAWN BY: SCALE: YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4, �v LA M/R40A, G4L/FORNG4 90638 POPLAR AVENUE I%� t r * PH.(714)521-4811 FM'(714)521-4173 DLT _ _ AS SHO N AND CARRIED FORTH IN A DILIGENT MANNER, THE * R.C.E. NO. ss155 * _ nN DIAL Tw❑ W❑RK I NG s Exp 12_31-16 Q DESIGNED BY: �� � DATE: BEFORE I► DAY❑UBDI❑RE CITY ENGINEER MAY REQUIRE REVISIONS TO THE 9 MSR �P 1 ' ' '•' ' 19+00.00 oN YOU DIG �, / PLANS TO BRING THEM INTO CONFORMANCE WITH �F CIV1\- O� t ' `, ` \ �I Date : l fS CHECKED BY: APP' - /� DRAWING No.: $o TOLL FREE 1-800-227-2600 CFm...\F g _ e- , N A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE ENGR. CITY DATE STANDARDS IN EFFECT. C -EINHARD STENZEL RCE NO. 56155 RCS 'CI ENGINEER R.C.E. 51D152 " ' 5227 2 S o