Loading...
HomeMy WebLinkAbout2212-20 UR8 O _ 3/4'1 0. to I o I M to 1/411 ro m) M 8y P co °_' GROOVING D ETA I L N_ NI 1299.64 - - �_- 12 99.7 9 - to I5%_ 0 o M 8 M I SIDEWALK NI N N � N 1299.72-, - - - DETAIL A SCALE 1to=5 1 i ?Ii/i?Jt:ilO�i �hU�;t'�21id1 521V�i�2'31[)�, CAI.W, PROPERTY LINE 501 SCALE 1 40 5 20 20 5 0- 6 W z J � z l 0 0 w cn a l 0 0 3— I-- 0 wJ 3 I I vi Q W o Q Z I- 0 ac 11 '�' z o f Q _ ' 00 a , > I H J F_ 3 LO to + J 1`0 a= I X °� x + x CL + N � ��% z I w UJ a L w 3•+•71.17 I ) 3 56.92 MILLER AVE a ^h • I I U/ NACISSUS LANE �051 o^o�O �ti �ti I � - 77 ---7rr -� -- m-,• —� -err• -7/7—r -��- �rr- G _ - 1 �� w '����'' �? X. M.H.G N -- 0 ° 19�- 02" E EX. M.H. M I �. �. E . H. \�� E X, M.H. _ I 6 to I �ti tios '3 ti�o�' �`l' JOIN 4 �_ - �r—— =5 =-DRIVE =41PLUMARIA - _ \ �� Ile -17 I1 15.65 12 L / o� L I .o z Ld Z 0) O r ti �- J W 01 O 0= Z M M , O iZF- wO O � J Q 3+ + F: N � O + to Qr>_ 0!9_ X O w M X w W W w 00 �• - O (D A, o .+ LOZm ti0U + 0 M OAY t- p 7/7--^ N M O N 1- I I --- - �j --• -; —N - N M 30 121 I .6 -C\J `•L�'S�� / 6 16 _ 6, 16 r rv'O 25� R -I-/ i i 6� ro h v' Q i — 3 A,, �h 2 3 Az. �v' > N cr_ 3 2 Or cQ o 2 I 3 p Sls \�L �,. 6% I Z ,j Z O m �� tS� wn > Stp �9 �A, Q�v z Ld Z 0) O r ti �- J W 01 O O Z M M , O iZF- wO O Lo U F= W Qzzw Q 3+ 4 OX � U (n N � O + to Qr>_ 0!9_ X O w M X w A 0 g�� 0) to N r ti �- 05 4- + W' N N 0) to tc) 4_ 0) N N OD OD L0 N '0 0 = Q� VO= 3 $ m 0) to N r ti �- 05 4- + W' N +> M M , N 0— N 0 N O NQ 2�I12 W NW �_ 0) 0 N � O + to Qr>_ 0!9_ w O w M X N W cm — 0x ti LSU W -F- + d� rn c - M CV 00 x-• C' `• = Q� VO= STREET IMPROVEMENT PLAN Q co �? Z to PLUMARIA DRIVE 4' VER,' v 12 CJ U 00'W 1 N 0— W ti Lo tQ + +O N O NQ 2�I12 W NW �_ 0) 0 N � O + to Qr>_ + O w M h N w w 00 to X m Wm N + > LOZm ti0U + 0 t- p toF- @6 16 NEW STREET LIGHT, SEE STRIPING AND SIGNING PLANS. - CONSTRUCTION NOTES CONSTRUCT 4 I/2" MIN. A. C. OVER 12" COMPACTED NATIVE SOIL (SEE PAVING NOTES) 2O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DWG. 101. O CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. DWG. 105-A. (4� CONSTRUCT P.C.C. DRIVE APPROACH PER CITY OF FONTANA STD. DWG. J02 -C, AS MODIFIED HEREON. SAWCUT EXIST. A.C. TO NEAT CLEAN EDGE. 6� INSTALL SIDEWALK DRAINPER CITY OF FONTANA STANDARD DWG. No. 124-A USE CALCIUM SILICATE AND CEMENT RECTANGULAR PIPE SIZE 3 BY WESTERN SPECIALTY PRODUCTS, PHONE (714) 634 2228, OR SIMILAR, 12 REMOVE NECESSARY PORTION OF EXISTING CURB &GUTTER TO CONSTRUCT NEW DRIVEWAY. 15 CONSTRUCT PC. C. DRIVE APPROACH PER CITY OF FONTANA STD. DWG. 102-C. 08 CONSTRUCT CURB RAMP PER STATE STATE STANDARD PLAN NSP A88 CASE G, SEF DETAIL A HEREON. 13, L. tIVtjIIVttKIIVV, IIVt * N2 CONSULTING CIVIL ENGINEER 2311 Hyperion Avenue Los Angeles California 90027 Te . (213) 662 2173 By Date 3-Z• �-r 8 _R . E . �a i (D CITY OF FONTANAl CALIFORNIA REVISIONS DESCRIPTIONS A P PI R DATE APP DATE DRAWN BY J.A.C. DESIGNED BY /H. S. --- _ _ CHECKED BY CL. HS. i ENGINEERING DIVISION STREET IMPROVEMENT PLAN SCALE,*- 40� - HORIZ PLUMARIA DRIVE 4' VER,' D DATE HEMLOCK ELEM. SCHOOL APPROVED BY DWG NO SHEET CITY ENGINEER R.C.E. 25126 DATE �Sa 2�I12 2 OF 3 i V.. V IF