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HomeMy WebLinkAbout393 ........... ......... ... ....... ........ ....... ....... ... .... ........... ............ .......... :..'.......... ... ....... ............... �J% .......... .... ........... 0,-7 CUY-b ........ ............ ................. .......... .......... ............. .............. .......... .......... .......... .. ..... ...... .......... .......... ...... ..... ......... ......... .... r ............ 10 8 ......... X;V. lace 1080 �T .......... ... ........ ......... ....... .... ........ I j .......... .................... 1 ..... ...... 4 o' . .......... 1" 4' 41 ...... ..... ...... .......... ........ ... ....... .... ............. ... .......... . .. .................. .......... ............... ............... ------ ........... 1080 1 0� Sekt .......... ....... ...................... .................. ..... ........ .......... ......... .........4. ........ ........... .......... ........ .............. . ....... .......... .......... ..........+ .... ................. .......... ... ... ... ........... .. . . ..... ............... .......... ................. No 5,�ale .. ... ........ .................... ....... . ....... ................ .... ... ..... ...... .......... .................. .............. .......... ........... ........... ...... .... .......... ...................... PROR E .......... ....... ........... ........ . ...... ...... SCALES 'VFFPI" '1"'==42'0' A .......... ...... .......... ........ .. . ....... 1 3 14 15 16 17 6enern:9 /V0 P L A N 11 1 .5ee F,-Rl?cho euc ?1"or7y.7 20 Q5ow,-cA ancl ren-cve exf6f curb Ord quHer and powm,-rr� A10. /0/ ebl­ 6et7er-.al oles wA/cI7 ly -�-6 74/7 ,:S- /0/C? #Z 0�00_54ruc� curbsIde drain per Cl'�y 5&. Plao 103'-C Keplace ACIAB %,V,*-fh eull C16&h AC A\ ne C0,15fn4cf sidewolAc per 61*4 e?v- Fl��l 101C C &� - V1 on on_i-f-rua dr/vevvoy ciprood, ar�d Sidewol per I / Plan foh-C (�) Tos_fqll VV56 cind Type -reocing scum 5TIZEE7 50TAWALNAME COWON NMIE 9PAONG Ect qry 5� Cor)q-�ru& sfree-;4 P& Fer- 04y 61VISp�e C56CO-L) 4-r� 6 Cons-�rua- 5+ree� 4-ree�, see rsc.#e on riqhr�, F I n, 55 Id 4 Cons+ru& R29 "No parxi any -rin-)e" sion evne? PC57". or lish pole, "9 k3 r+: e' :700 /-Q oeggl' L 00 W z- 3-4.85' r. e 7.-fo Re,- Vy y m' Z NC)���S �FET TREES 1 L-f POPIC ASC0NSTRL)CTi0N_____ W 4S aws C) Rlal7lv 7-0ei�7_55- > r7r_1 — k it) aceordorre w146 C/iy Sib 21 t:� t S+Z d94!9 01- < 411 5-�ree� -freeq cire ib & p6/ P orior -to 4he CcmmeoceMe0Y- q voy Plori*(%l C?O e?grcrw>?-)1 r CJ4 o�5 Y CdtIL45LIO por+ shall be .�Ur Ght 3 WX —In 7 ncAj-tet)-� de�ie(&-xie,5 mny require c?CX4 SW 5 f)t arreridmer 66 &_�ermiryr� by, 4k-e 6-ky A re A 3. A/l &1ree are .5ui�Tecr 7 A M E:;igir7eeriog Division. or6 oko Lkv6oio 'E:5 'e- Flarn d AW'6 1 ry)Prrw av"' P/ /Y' mew exlV.0 ve,-- 0.33'C/cvss 10 (10 -61 -le 13.?Sdl Alo. 717 LP t 1,7 /009.00 V1 7r7 Remo Ve d4t X /0 a)r �J SPFCTAL NOTE FROM PRtVATF ETITGINTrTR TO CON7MACrOR Contractor agrees that he shall assume sole and complete responsibility for job site ditions during the course of construction of this Project, including safety of all persons S.it. con i i Q Cr and property; that this requirement shall apply continuously and not be limited to normal A. -I I working hours; and that the Contractor shall defend, indemnify and hold the 0%,ner and V the Engineer harmless from an), and all liability, real or alleg'ed, in connection ith the 3 �Of E SS10 performance of work on this Project, excepting for liability arising from the sole negli- lt� AG gence of the Owner or the Fngineer. 44' 44 &U SE- 13ENCHMARK Mo. jo024 Cily 6.AI. Alo. 9 FQ 2-11 BrV95 dist in fl I W,_�t side R.R. gk- W1c RI00977737Eoj� AMONGA f4e 1Y.E. earn,-I, Ar,-J71bala' 4y,-17zle and concrele 'Alood cl:�4T 5�-Orn ;�*v 40-Lh streel. Ifley. 1061054 .50M SM -;100- 37' & A(/W Corne 0-6 CY-. ellmco Ave- 113 rr weer� Cr Cr C[Vk 1/00 e0mon Ae. Ft /Yc/-0) �! _e 9! STREET IMPROVEMENT PLAN 713 WAM I%IrKWAY OAXY e571A4,471r ale' 0114AIrMe5 �emoy, exA�lly .4 Z Xfe, "a FROM 1339.24 TO 1008.00, D.R. 7Y-59 0F_GCQ/P;r/0/V OLIAM TI T Y 411�17 0 17eai WEST OF ARCHIBALD AVENUE eal, 410'jOI17 ex1s;o'1ngC R &01 PAM V10.r;10A15 Cilrb and gulter - s�dlv. _A03 PC C A9r1';1'-Way .010 SId.no, 90do -5-F rr /- ��SqeV,5PA), CITY ENGINEE eno V.? COV57�eZIC-VOIV L W AW. -I.-X+-9 �V -271ft R.E. NO. 23889 at v L_J MALACHITE AN ENUE L 5. L/Wq 56 IfOAA57-65 IAAM�1cVJV Y) 2_8F PaYel?7e,171 0 Vel-0._79'el&SS L 0 5", D E S I G N RECOMMIENDED 0.3 P,;Veme,1710ve,-O.z?3el.?s-sYA-8. 9500 .4,73?'-17�le A.L' 01ke re,-noyal 276 Gir-ove"Cry porralvoy eulvelf Xf C0175b-,VC I CW-4h d L.C. 902 WEST NINTH STREET s��4 P_r% Z�PWA Iq-Co rev T-'� I-W Opp 0 60&,--,7Pac77 I)R 99--61&P9,45.-_ 0 DRAWN UPLAND, CA. 91786 H 1 70 714 - 981- 5602 _Y S/dew.?//<, S)401. no C. OF 7 IC,41 5ZrCr101V- L L An -S' ir e ,0 R.C.E e�F938 D R AG N 0. V C IV DAT E ef Fl L E NO. 29-_40 -4'99-3 79 4LI