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i i i { IMPROVEMENT PLANS FOR z FROM ARROW HWY TO VIA CARRILLO DRIVE i CITY OF RANCHO CUCAMONGA GENERAL NOTES I. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction (Green Book), 1985 Edition with 1986 and 1987 supplements. CONSTRUCTION NOTES 2. Public and private utilities and substructures shown hereon are from available record. The Contractor shall Q— Const. 8" PCC Curb 8t 24" Gutter - City Std. 303. be responsible for protecting all utilities and substructures as shown within the construction limits of this 2 Const. 6' PCC Sidewalk - City Std. 310, 311. project and shall be responsible for any damage as a result of construction operation. FOO Q— Const. PCC Drive Approach 8k Sidewalk - City Std. 305 ( W a X darn. Ty on Plan ). Join to existing ground at back of drive approach. 3. The Contractor shall notify Underground Service Alert 1 - 800- 422-4133 and the following utilities two /�C aa-- Spandrel 81 Cross Gutter - City Std. 308 ( X dim. on Plan). working days prior to construction or regarding any problems: B O— Const. Wheelchair Ramp - Caltrans Std. NB-B, Case C _ Southern California Edison (714) 947- 8227 O (j` 6 Grade and Pave with 0.25' A.C. Pavement over O.33'Aggregrate Base-City Std. 201. Southern California Gas Co. (714) 798- 7739 Relocate street sign, mail box, traffic sign at the back of curb. SAN BERNARDINO RD. 8 Join to existing. General Telephone Co. 1- 800-422-4133 ( 714) 949- 8008 Sawcut . Cucamonga County Water District ( 714) 987- 2591 io Remove and dispose. 4. For inspection and survey work for this project, the Contractor shall contact the Public Works Section at `P END OF PROJECT Protect in place. i2 to Ad ust rade. 989- 1862 Ext. 312 , two (2) working days prior to the required date. J 9 5 A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any Regrode, resod or otherwise restore existing landscaping in parkways. disturbed by the curb construction and match up grading. construction or encroachment within any City of Rancho Cucamonga easement or right of way. W O �pPO is Remove tree. ) 6. The Contractor shall notify the San Bernardino Sheriff's Department, the Foothill Fire District and anyZ �Pc affected school district, 72 hours prior to construction indicating any detours and/or road closures. WJSP G > �P G�F� RICARDO W is Relocated by others. Q "�P� QP DR. - 16 A. C. Berm - Std. 313. Iii z Install conduit, conduit bends, cables, handholes, etc. as specified W by So. Co. Edison. 5800 L HPSV Luminaire on 25 conc. pole and > c�0� O FERNLEAF Q foundation by others. 0 4 W ie Remove light standard ( b Edison ). LAC11)4 o (n DR. - a` � Install conduit, conduit bends cables, handholes etc. as specified by j GPS P T_ a W So. Co. Edison. 95O0L HPSV Luminaire on �5 conc. pole and JSP C g W a foundation by others.. l a 2 m 20 Const. A.C. Drive Approach — City Std. 305 ( W. a X. dlm. Cr z o on Plan ). Join to existing ground at back of drive approach. AVENIDA VEJAR w o V7 W 4 ARROW HIGHWAY DESCRIPTION OF REVISION DATE CITY APPROVED. START OF PROJECT CITY OF RANCHO CUCAMONGA TITLE SHEET BENCH MARK No. 17 - B SIERRA MADRE8& PLACIDA CT.__ ELEVATION 1231. 927 FROM ARROW HWY TO VIA CARRILLO DRIVE City of Rancho Cucamonga - Pin with San Bernardino VICINITY MAP �t County Surveyor tag at NWC of Vineyard Ave. and APPROVED BY: DATE: FoothiI I Blvd., 32 feet West of Vineyard Ave. and ( NOT TO SCALE ) \ !a. r Ne. 36937 ° CITY ENGINEER RC.E NO. 2 3 7 77 feet North q, Foothill Blvd., brass disk set in \ *1 `x' 6 ''' 1) /�`. DESIGN PLANS EPA RECOMMENDED top curb on the North end of curb return. ` r � c, ���/° 7-e ,-� CITY OF RANCHO CUCAMONGA tyLe. 9320 BASELINE ROAD - DRAWN RANCHO CUCAMONGA, CA 91730 SHEET W.v I O. 4 CHECKED DRAWING NO. R.C.E. 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'.*.. ....... .......... . ....... ...... ..... ........ ............ ------- 0+00 1+00 2+00 3+00 7+50 8+50 9+50 SIERRA MADRE STREET CURB RETURN DATA P L A N_ P L A N_ CONTINUED AT RIGHT �j CURBI 0 Q 'IQ �i It CM t4 % (0 LO 01 4. k k. 14 3r38'00 255016' -4 Q_�4 t_)j Rc 40' 3 2' k 4 4 41 8389 rj L c 2 6.2 7' 14 2.57' �j 1 14 5 14 C\j C" — 181 - 06 �j 40 0 V 0 tj M.414 &Or _�k I I , 42 k. � 0 to �kj; —0 Cy 207 04 40 10 01 �t 1 04 , , K X C\j 13- 631 C14 C\j )v CoNc 1) 11# a) T C\J CD 0 N a) U OD CD 10 CD Co 0 C\j 0 10 QD (0 7 /0 ff'W A C Door + + U 20 W= 17' (T) 1 1 r__ LL! 0 EL X= Y N OD CD W= 0 + + 0 z Z W r 16+11+12 R W w 0 7 CNV X -Lt Af,414 A90X fr _F CO 0: 'J� 0 0 k 0J f3)X z 5 2 R/W_ 7 207- 1 81 - 07 -21 3 W K :.I 2.0 �P7 14 8397 IN R/W W=12 W 19, X 3' 7 0 T- .......... X=3 20 W 3 Uj 0 N89 48 0 0 *11,vff7�r�p7e 0 sr 4 r CD Af467LWAMS 40 W 8 NO �2'00 E 1�0 C E MADRE STREE 3 15 IERRA '44 Z 'r, R/W 7 2o 17 e AROPIC Jr J*, W e4d"O 7*lft--e 61 -7 W 0-31 \0 13 _� \6 A, ' ,� P�' I :: 207- 181 - 08 141 10 12: WT 12' 0 W X 1W.414 &OX 6403 RT! 3 V /� or A45 w4c,10MI40yo 0 W=19'+12' w=13FI.12' 3 W-1 2 X= 51 + +00 + P- X=5 12 2 X 3 (0 OD 10 W 12' + + 0 7 �4 < 10 7 CD Xz 3" 12 CM 4 1 A 0 U 25 25 10 "t W Ld rP 0 0 0. k -, �; I %� 1. 10 I -k 0 !4 rj , X U I I , 14 OD -_�t t4 1 Q: ��_P R C CD �j 0 1 0+19.54 '14 (0 C4 SEE SHEET 2 .01 W=12 CO I 1y) X=3 W 12: 1 1 't C4"' CD do �j C\j CD i X 3 � 7 'j 0 0 �j 44 4 t-4 0 N 0 0 00 NCO 06 10D N 0 N co V)Iq cli (\j QD 01% 0 0 CURVE DATA CITY U Cr (\j CO 12*4d 50' DESCRIPTON OF REVISION DAT11 AP"PINKMWED U Iq R 765 M + EAST Lc 169.31' WEST U 0 T 8 5' R/W R/W 't CITY OF RANCHO CUCAMONGA %4 N 0 N NORTH % (V �;' SOUTH R/W N co R/W SIERRA MADRE ST PLAN Ek PROFILE 2 20 CxV 2 So PLACIDA COURT event of a wal at the R/W, the 6"96p behindSIERRA MADRE Ek PLACIDA CT the sidewalk shall be filled in -with. ,concrete. 2 0 0.e _ 2' EXIST .0-51 FR 11 OM ARROW HWY TO VIA CARRILLO DRIVE ING PAVEMENT EXISTING PAVEMENT 10 5:1 51 SL S P)W % "'t. ;— - 5:1 4.63 % _—W-— — lhv� , — —2 0/6 APPROVED BY: -77r-- 20/6 I —I=,- I — — -_L AM. jw I , - - I ZJL9�7 4- CITY ENGINE ER R.CF_ No! RECOMMENDED 0.2 5' A.C.- 2 DIESIGN &0.33'Base 2 1 13 0.33'Base 13 CITY OF RANCHO CUCAMONGA I VA.C. 9320 8 A S E L I N E R 0 A 0 DRAWN SHEET TYPICAL CROSS SECTION- Noie: in some places, fill ,,may TYPICAL CROSS SECTIO RANCHO CUCAMONGA, CA 91730 11 to I. W.V. 3 be required in the parkway. Scale - - ------ Hor. 1 5 TI. =5 Of Scale - ---------- Hor 1"=5' DRAWING NOL Ver 10=4 Refer to above Profiles. Ver. 4 A� t&.*,4WZ R.C.E."036937 T 1. = 5 DATE 1279 �-4 L 7 F Existing Existing Existing Existing Existing Existing North R/W South R/W North R/W �- South R/W North R/W �- South R/W S' 20' 20 Si 5' 20' 20' S' 5' 20, 20' S' , � rock or , 2' 2' I 2 2 I 2 compacted I 1 2 6' 18' 18 6' I 6' 18' 18' 61 fill I 6 1 is, is 1 6' I I i Q5' '0.5' 0.5' 1 0.S' O.5' I IO 5 0.5' 1 0.5'now- \ 0�' 0 5' • t moo— o/ — — — yr 1.00-%- 3'r — — — — -- — — 4.63 %— • �-— — — —— '1r .e -- 1.00 0 63 — — — — — — �— — — — .r — b — — — 7w 4. "/o—+�. _ 1.00 — —4.63 — — 7l 7 Additional Additional 9 Additional Ad3 R/W R/W I 7 3 Addition 7 Additional R/W c Additional c IR/W 7 R/W R/W • BIRD a GAGE ROGOFF 8t JUDGE ASEBEDO OLIVA 81 FILER S. CABUNOC a R CABUNOC ' TELADA. PROPERTIES PROPERTIES PROPERTY PROPERTIES PROPERTIES PROPERTY TYPICAL CROSS SECTIONS Scale: Hari=. 1"= 51 ' • Cul- de-sac Vert. 1"=4' Existing R/W 40' 8' 32' 1.5 6' ON _x ( o max 5:1 " 23' 23' u 7 P CABUNOC t 8272 SMITH & HERR PROPERTIES S. CABUNOC 207- 161-3?. a� 8262 av a ASEBEDO 207 - 161-33 I 8252 GAGECL 207- 161-34 Wo 170 ` a Curb Ru 27' 8242 2 X' '� RMI Ru 20 BIRO 207- 161 -35 g PROPOSED R/W 'r W 8230 •' . • ° ' > 207- 161 - 36 / 3 4 2 ,� 5 ,► r W 12' •' ` I W 2 x= 5� o _ ♦ W=12 existingR/W m Q� 0o X= 5' 2 W=19' '•' ' 6 4 Q �RT 3+00 existing R/W i o oM! C SCALE: I"=20' .� + . �:.j :e .o � � 2 0o co � Q �W) K D A� V W= 12' A ' 1�►G1 :d •• .e ' .,v° •+.;.;p.:'vrl y pL r � _ X= 5 �OI , •ice, '`' ,'..ti' •'.•... SMITH w=12 2 b a 6 X�12X = 5' Curb R=27' 8216 = 5 = MWS 16' 2 3 v R/W R-20' existing R/W `� 6 = 5' O}0p :"•� :•..• .J X • s r �' 2 2 PROPOSED R/W o 6 X=1'521 m ' i O a . TELADA 6' L18' Ili' I 6' 8265 12' , a OLIVA 207- 161 - 43 , X= 5' i 8261 i x■ I5' FILER 207- 161-42 HERR ; 8251 8215 JUDGE 207-161- 41 ~� CITY 8241 K No: 36937 ?' DESCRIPTION OF REVISION DATE APPROVED. �� 207-161- 40 �`` AXP 6-30-92 CITY OF RANCHO CUCAMONGA of 88229 CONSTRUCTION NOTES MISCELLANEOUS NOTES 8229 = - 3 207 - 161 -39 - 1 Construct 6' wide P. C. C. sidewalk - City Std 305, (Da - Adjust all water meters to grade. PLACIDA COURT 20- Construct P C. C. residential drive approach - City Std 305. Qb -- An other items shown on original " W" and " X" dimensions on plan. plans shall be unchanged. ADDITIONS / CHANGES TO ORIGINAL PLAN 3O- Construct special splash curb at back of sidewalk - City Std 315. ca-- If field conditions do not allow a 4�- Remove necessary portion. 511 back slope behind special splash APPROVED BY: DATE: =s 5 .Relocate. curb , construct curb to height CITY ENGINEER RC.E NO. 22397 6Q-- Remove and dispose, necessary to match existing ground. DESIGN PLAN P RED BY: RECOMMENDED 7 Regrade, resod or otherwise restore existing landscaping behind KKFCITY OF RANCHO CUCAMONGA 8� • DRAWN 9320 BASELINE ROAD SHEET sidewalk disturbed by curb construction and match up grading. KKF RANCHO CUCAMONGA, CA 91730 -A--of�_ 8�- Construct P.C.C. steps to match existing conc. walk. 9 Construct concrete block retaining wall - City Std 812. Top of wall CHECKED e`..., R.C.E. No36937 DRAWING NO. • shall have a constant elevation of �� DATE FILE NO 127 �.,,. -'C„k.r«,... °k'R ,v.:;; �,;utiz,:' m: ?^eV�:Rt.,k% 'elk4^.' _..,•«�^+a«na�.•r•,�,a;»,+ .. rw ,v ,.,.. _ >_ �,�.,;w.awavwn»�.�y,.«akun'�y�: r`"! .td�wr-� • , •ii`s�:�ri �f, M 4 . .. ., ..,r«...w.. w.. «,....,.:1ww+dw,.0........,„yy�„„,"""rM""'nit�•.� +�.n!NNnM+a��:..gyp.• -r ... - •...,, .:,.. ,... SPECIFICATIONS AND SUBDtVtDE:R - BUILDER RESPONSIBILITIES FOR THE INSTALLATION Of .4 UNDERGROUND RESIDENTIAL DtSTRIB JTION SYSTEMS. .i � ,, � � � urAsoa eefeerw•.e apsrnftrd an the d►e�+9 r.twcfe ft►ms a part of 1f1N�,a...eAr lwe..-ew�l.►s�«w'whM++�M �M+E+I�nw*roto 1 ow to the edmon corrwofw and i”see"opme wft"$hr procodwoo oed wCf WhAch*WeA t a mwo wottr apreod upon b1'few raprwswwdivrsd 11u1 swdldieri¢er•txnidor,feta Ed:so"Cornta"tr,and ow ofl'_'r,eea<..s rnoe r^N be w+vefved r fns � d �M1T3-�F-MrAw q 1 Rwwo-of•+arey vwv 04 oft ww*@weer Sop"w"to~o w o o"tM dwswrM t sMA fetor woo AI!♦wMr widlbe ( s. 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CIC «swbWrwcArrr wWl9N9"nokowo 24 Now J i�► �� k rnrk= .Mored wWWP 12 watood dimehbwrs coWf6 a awy dww wAnswt eoneroM wog ew"ww.Ntbvt McY/1M eNaMe d pweMy *~4 4%a onreWf*wh mesh aerorn tileeM be corwasr"W ro be 'root wee It ons"beet*ll dors not Pwaa ehfowo a 1/7'Wrow plow wnv~send Y*beft" end 4r, bow tdww cows, t dowoo""%*eoblsa,eondw+t.or wrt�of after-fwtvn "ts« gOf�Or��pMM/r1 on a meewq►110 wMl"dt S \� 1 `'� �..• S. 1MTAPONG WAILS: Wf tare w>pwwed "WWA"woo~to p 0 idol w ehr /s promaf a+w►Ns•p4deelsla•old stllw egtwpr"wee.W41ft ww rime" we Few~0 Po owe 9rtawslno 10 4""m .Drsere wee M1mr4tiNe auto oampW wt11t foeat bweldrp oto."wims MM to of 17S f«19PC@ speer eWfewetwb Aa ewe 1hNe 24 w e$"*ON Mea dwfe or ped woome W a dietareeo d S tot boo"ft som.«w,spew 9 co"w" s TYM of aa"dwA ter 00►N. (sat UOS 110.1) t -71111"(T"m"0 _w(Trpa 0 r! �, _ygf/OlE F ssc�sPi�1 b Mire.eewrn ooww iw sfreN or p+r+wa•r is �?� rqw prda. fNh! L° 'G r ., w C. foo w.wr"*over on privela pwporllr M bola pde /,fes\ c� 'o I` ; �,/ / .per r/T r/cam �!�.�i1".PG�1� T/' A� O �. loran vwbw"�ovadwbeMwrwrm~bba�in sm- do ,re wwoth tloM 1 t per wpaefieabo"tJOa 100. wet _.., ,. // ✓>. . / __.-... 1 �: --;' �, S.L. / .,r 1 Aef to-do"erewN tea wile+tM apprevwd neweerN, UGS-197) t 417 �\ ,�i/ / \ /i - �{''� * M appy ove! 14- p l l p oppNnr or po*@Vf lens WA rpM !p«UC&4a) dere M w4ftNed e"aA*andwA nor. wpwwed•aMM provided w awbAlviM-MfMtler wed wMIMMA 1e 1M d/M pwwl"p.-otos AA pwiMe�,rr/e«t r NM rMwherwwelr 1tsM /, ._._____._..._____ ___ - \-_�% ✓ \ "� 9. Skm1wicTums M.waeMraw...n.M be arrtalrwlled«ifeeleMer 1.Edlee"rpewfsaeMetes. 9 RLEPN10eE AND f3TNM VT1lffY 1lOuwEAM[MT'i: 77> ���� e � �� esworr"NM ��w►MM�iI��sneuld nM+oe m�tJwa weemOw+li�►r��nwweawpMlr aMl«*IAN rMM► Aro M� XX coomolow"m AND fupowwowN: it i i � MrNI" e vNNwa wwuaeNra wf111w►1M M�lowe M 4o do tops oww to do MW '\ , Teva MdwidaabwMde►slwlll pr,wtiN wepwwufleu orrr.aced aweare� ebwweowe"mm few"%oi0w wOtewwe«wwleowlaw• awee110Mftfdiftn1800rrnodelwow rrvw%*ftwramorevodr "ft nrrfw"«NNviww«10 wool ku oon�ly rdM+t1NN�• � �' r Fa L i , d f►� It flolCT10N AM 01PORMA?ION �} d � .►.. / // v IMpMlitw M w�rwaA d1rMw♦t#r eNAMrwYs"�rIM NNllplM Edw►C«w�Ar G� deo+w M.rf� of"m fob. %owwos of EdMw+cane"we""repwir«wrnb are awifea a wpon r«trert Cum~is to do"to Mer too "Co All Vnw"ws thou"N«ron traps weosr O wwte N " mws w owned t•---, . -- jv �1 WARNIM .._..-.- -- -- .i, ;� .,r_ =' •• h _ -- - ------ -- —- - - - _ / _ __ _ ___-- - ---- _ _ _.__— - -_._ — PLATM etlowsta "lust u"los TaN s1As nal�aaaary to atneid FfPLANAPMIOVEO AS TO LOCATION h AND TYPE Of ELECTRIC SUBSTRUCTURES coo age tll/Itt1u twtlNtiaswt►id+"MW r«ultin A7 \ ir1j11ry tO pateOf►s Ot0 eras Y11s '1 / ? 4� - `... �`F' a/ n„ Dwvelopwr's Signatwe Darla iooationadEtllsot? fasilitlas. _ � r . <. _..._..._._. f e_ Y _.____ ___. , .ss,�>r- TIP, ` 4 . of ft be i /-c•L---1^•- .r 1 ---- ., . .L' '""___—.. _... _ _ _ .Aea.,,.1,,4r- _._ _ _._._ �1- -- _.. .Pw b _. �- _ �� _ } - �;/;t/ v 1 \ dalarrnif►ation d allact ioon4alt and f11a taoat d _ . _ . .. _. � �.- A� F;,w p � G/rte -�---- �. � � �' ._- !st!�.� `, �� i \� `�.�...�. of etM r+: ,� } hr \ repair to damped fNdlhfttts w tt►s f e�oneiOMiltlt Sow#Wn Caiilornis Edison► COMM" tt•--1 S��� A, 1�J� S .�,� "`w�' � /. 1: Lh,�, 1 �,, � ,�. '+/`);t a �,�� ;t � •,�,,, �` '+� -', � � Re'v. 2 Rev. 3 Appftawb &XV19 ly ropr000►t aid wel v en that as � CtIANGfS MI T1tfSE, PLANS WILL REQtARE 1A1�` �°'^� and aN " reed In Appiieants'obllqmllonS tm are fro tt•one defect+!in CUSI'O�AEtptAN �BE CMAAQED NM ADYA�ICE work+�anatlip and an In colfetrwMty wlttl SorlMnfl CaMfonNa Edtwon Cotllpa�rly's This 1*sr 1 i rarity shall cotlltnenee srpo+I receipt by Agoftants Of T FOR CHANCES. Comprt+yIs foal Accwptancw and shat{expire one year from that date. Appdcewts apse to promptfy c0rrt*Ct �1 to the Company's sal aetlon and that of aRV gommnwntal �r95e //,4�1G_ _�f ✓/ �/-�'S� . r/•o'!/�!���._.'^.��5� � i�'`.9 t� tHs�'�2�3J It..f'!_._- _. -- ---•r----- -- -- _ cant's expernse�any Drench of arty UrMcA r� _ �� �• /T'!�'� ��✓��'/Cc Tf- '>;�'r/7�" /"�� �'G.�//f'E•�E /O;� x/7 r /�'`� c =TE' �'�/ / �._ / i/� � becO/ne apparent "W~ N+speC!!On or OpMalbn 01 + a Ad1 r s s s wldarprolllld etectrle systetm by Co1m0a1Iy dtrrin7 i �l \C'•5 Worrell" f '' Tsisphens y 0.1 G \ �,iE�TE•' ,4i1 //.oWl�rS/GY_'/" �'/_SE�!'.S i'.rp ��; -. \ /it-'�r .- Geo. /PGGS .tif�7 ;�FG✓D CONTRACTOR COST PLUSI FIRM F L/ li DEV. tNCLUDES PERM. PAVING YES /r. NO PERMIT NtJMKR OATS STARTED DATE CCOOftETEO INSPECTOR LIST OF MATERIALS NdF� ..,I/�tl...*. o"oM., d 2. Whom (EDI SOH CO.) ref«.troe K t'd an istwm mel atanad. we. ,e,p...te eeeriptien lief.3, This 141 tN1DEI�N � tar"f"m w w metes 04* 1-844-422-4133 "*W Ow" are fwt listed iR most inecsflNt SEE UGS SECTION MDE X 4. Rtfemnce drevhfW et iltdlo 1W on this Catf USA r SC FOR REFERENCE DRAWl"GS worktrpdrevvin4movbeobteirled an regwK for Ur+dergrovr►d Lxatiflp from the UndMrrow"d Soctiom• 2 Work►r1y Days Betexr!You Qq .� , OVAA. MT "SCRfPfWWI, SIZE f "N0. ltEf boli. LL41' ' 6 A N teoW AVVANM V$DT'W O►WT MT'M WMT Ml 01 MO T10N M "fou"wo rom T"r cof" OCTM TO TIS vlomw TRENCH INSTALLED GROUNDING AT POLE RISER f3ar>rlr�,� °14, em-�1O" OFTm ��� �"� ( sZc B LEGEND OF OOMNDUff SY90LS Mlitoum am a Sr,Monn .�fw1 IIIIAM CLAM"ft ftM (Ct�MVBNT1011AL U.41) MOLCNNCI currwewowF/N/J//ED 9U1T1`.P G�/4llE lopollmT" mow" STAKE *91111" % 5"wTLOW I � OEM `� reortl► � I t: 361f OF r_XX4WT I ' x � �• +aot•b�p 1, 11 POLE PtecMt oorocretw Rwm conlptwtw wft f+aek. caret. end t�,�,,.c - �-�EerQn+Or crr+o,»•rtefrr © i{ep fc�aal If fi 4R � Irlaaltsmmy be obtained from any of N1s fofiowkV Meted j / tlRt[tI am aOd appratFed manuMcrhxera. ( STT%O GPIAt ^ c oE%G 7?,�_„�?7, "dv J.P.A.No. Cat+t7 No. 1' rf 4 WK RQ WM lAC~To ROD/ ! wm/NHIMa1'1'"flAst"T1'►E AROfAIIR Q/Ma 1, �►T!O C:!lllC�tlr1"E�M��MIC. aro cin SvrMlrhS f01t[tY1f�Nl CREW A55 110% L4TAN' ArYENTOfI`f tY)AP NLMNSEtlS [NST SKETCH frra , aF11tt;►c►FNDf#'tG T11tJ�Cft NO. CSD ea ND. FOS LOWEDRY A�_t, � f e r 4301 W. MecArtl+tsr 84vd., Soma Am&.CaM.9 704 � nM: v r Qv_►AaM EXLRTarG nm _ CR1D NO MAOCiATEU W. . TtIMIC1s�tT�ar Phone:(2 t 3)!!n-4663 DIFIIOTES THE ROLL MI1r: - VAN" NEa.n.fro 2 N t coo 14o N t coo CIfANt,'e To I rweclgto k IOAa :1 (714)557-7470 "' r 'A►f r COp plIFOLAtt 11"m DR CONDI�IT Wr'HWT€NCAMWNT IS a / /] //y !'%/'• iL1/ /�',4 ' ailLNatD a=a nEoutilal !lIIClOKti�MIC. - ACCEPTARI•F FUR POFxiK?N'S OF TRENCH C L 1T.f(�i itt John St.,8~n Park.COW.4f 701 WrTN01�r Off-(�TWO CCDtrDUtTS �4---'r(wK-------tr� P►v.�:(714),!yS+-3�+L10 t� -1 �,� ,;,F'��.E .es%�;�✓moi/ ,� 1 gF�VAk "CA5EWNTISAEOUIREDFOR Twp At10i1Nt»I ROD.AM flfXX IRdD AT A"MIINAAR'I RIM tfMM.ta. (213)443-30119 PCtiifMOe�`�`JF tRffrCH W'TH C�'tT IAMOt;I! wm KJ [ txllvF ttppt MI 71IENCM st7T rQSI tgfTlf tl'1M K !th•ARATIGIN we t"Im"01MDaIMRML *M PFE()R FOUR Cf;MU�ITS starOIfeM�tMsCA001RIeT f" APPROVW s1' OATE C!IFCKED P, e>gAwN RY SHEET 1r toe.7. N0. LEAVT_TME RM To"T At ODW Tfuez T"P"C t 90TTM AM ATTAC"COWTIOLVW t1r1Yl•tTY vXmT c• soft"CO'NATRUC11M Ow / OF / //,�s flRoVlo WW.Wcf1'1 CL/VpS.tYx"�1�ttD wear TrJ ftealCAT! locATrpN Ors POLE ANs foW Menooc*Ave..E'ont&M COK 92 FULL ENCASFWN T IS A OUM�D FOR I pool c ivol Af SOUTHERN CALIFS E04SON COMPANY ' VCT gnffl UP 2'{MIN)Atm GOAM AMO STAPLED M POLE*ALL NATdM'AI„f PM rt OK THAN OUR CONf�t.IfTS ©RouNaeee SMALL ss F�ImtltwltiD AND aKTAN.LE'D aT eoNTnACT+aw Mone.(714)350-2075 i