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HomeMy WebLinkAbout1304 GENERAL NOTES: BENCHMARK: I ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , TH); CITY BENCHMARK NO. 96-B OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR AT THE NWC OF HAVEN AVE. & ?UBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE 19TH ST. , 44 FT. W. t HAVEN FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE ® /, &TREE, TREES cav5Ti &cr1oNNOTES : CONSTRUCTION NOTES & 83 FT . N. #. 19TH ST. , SET QUANTITIES P STANDARDS AND SPECIFICATIONS . DRIVE PIN w/C. S . TAG IN TO b 14LL SrREEr TREE5 AIR& 7b,ate P(_INTEO /N AGGoRGI'4NGE Wlr/`/ /a- Gp/(/5T7?L/Gr 4-MIN• A. G, 4-APrMeNr Odie 4-A• �3 40 8/✓ �F AT THE E. END OF A HEAD WALL Z ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER C/Tr 6TigNb1+/e0 /0441145• FOR 3-24" CMP--ELEV. 1430. 686 POLES , WATER METERS , VALVES, FIR= HYDRANTS, ETC. SHOWN OR NOT 2. 44L 5r/eEET 7/QEE5 AQE Ib 05 044N7W ANO 7bJQ�- GON57?M16r 8'" GURk5 911rH ; �cWlrT�R PSR 0/rr Vm. VW4 No. 104, 77W/f2 8. — /, 202 L.F SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN G/Tr5mN0/�ROP44N9 ,ASPJq0x/M/Tr ToT?/E HAIFVS4AfC•O/GTATE5• ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE /e007-BA"/ER5 1,"-F Nor,eEqu//eFo. /Q 3�-- /143rALL 5TO/O�p V/lq-N )0E7/4:;Z' GIrY 577V NO, 4O/-B. - REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 3. pWO/e /b rH6 COMMENCEMENT G}�/tNr 1N1/N6, ANS oNoM/G �• ,QEMOVE ZKARRICAI;i5 ANV 9- x 4"A'E/-2WO42/�2 MnAoek- TO THE CITY OF RANCHO CUCAMONGA. S0/46 lq-rllcqq 7 61AG4 QE TURN/5HE0 To j//E C/Tr /N✓lcrcjot'Q./t/Yr 41N4/541144 A0X/6/r/C'5 MA r/eEmU/RE , �12,� L. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ��F/GL_5014 ,t/NEJ►'OMEN15 ASX1ZR1W/n6'OBr TflE C/7r 1101106CMIq OCF HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY If- ALL SJRF.srmFgs ARE ,X/B../ECr m /NSy zrcr/o/✓^NO iIGI,EPT/t1�'CE ©-- GONS'TRUGr 93'3" R.G. /47 L.)e= DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY OrrHE 4FAW1ye5,,R1/✓G p/V/6/0N. GO ST?eC/G MANNOC.E A l`� G Y STz7 ,O G. 5 FROM HIS OPERATIONS , WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON S, smrer rneF5A,16 'Av►'5 oir-r. N r N THESE PLANS . a-- !N3rALL SrRCET' L/C-HT5J /l0 000 L41M5N (r5 4%ff lg1/O eT2,14E� 9 &A. f3Y CtcN7-RAGrOR: 4NVV V. G. �Fj 4. A PERMIT SHALL BE OBT�INED FROM THE CITY OF RANCHO CUCAMONGA / l rY JTZ pl O, ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION D� c0/�Smzcr CATCH ,oA5ml NO . /-�R G/ $Do 2 EA . WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. "W" A3 5Z /cWNall PLAN ® O STREET TREE QU�I/VT/T/E5_ Q // CONSrRC/Cr LOCAL G PRESS/ON, cA se NA�; ��e cirY V-P. 0". No 307. 2 EA 5. ALL GRADE STAKES SHALL, BE SET BY THE CONTRACTOR OR ENGINEER. ,87rA/VGAL nGgME GOMMo/N NAME 91.w1ly6 S/ZE QUnNT/rr PAVING STAKES SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT O MElALEUcrtG/Nf1R//FouA fGUxLEAfPAP�RS 25D4•M/N• /gGA4. 31 E/4 • o- POINTS WITHIN 0 .01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 0 ��q/z/A JUL/BR/55/N , „f� T/eEE �O.G•M/N /y &,A 4, 2 EA THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED /Q J3 CGyV5r GOit?NIERG/,4L OR/!/EAPPRoAGH (`Y=4o)PER G,/T1v'5117. OW6. No. /O/-G• 74$ ✓, BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL FEWER, WATER, ELECTRIC, GAS , PHONE OR OTHER UTILITY LATERALS , /nl4 CONST 4'A1 FwAZ r (`V=6') lgtR C/Tr SID OW6,No.103. 5.r. MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING . uNc /o ac uRE Ab c s .aOS , 33 . 2 I /�/S coNSr ✓ T N srR l �R /TI' 7D' /Gb / � 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES , SHALL BE PERFORMED ©/(, CONsj ,9fzlC,C/�NrlMAeIARPGG�- 2 E/4• / AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS l�©— /11�TALL 2¢"R•G•/�, /Q,,O p, /25 Gf / AND/OR SURFACING. ®�— INSTALL /5 6AU.OV MEET rAW OY EZff AVENUE 109.9 STREv TREES CCW(S'mmcnew A SHALL BE AT THE COMPLETION OF PAVING, A MATERIALS REPORT /y �y • OTOS AND ScNEpuLE' P� T/1/S EET SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MXTERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR L'ZTERMINATIONS COMPLETED TO VERIFY: SIEVE ANALYSIS AND SAN^ EQUIVALENT OF AGGREGATE BASE. /A PAVING SHALL BE PERFORMED IN ACCORDANCK WITH R-VALUE AND PAVEMENT TZSTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . If. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PRCTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. Ij. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STZRILANT REGISTERED BY THE E.P.A. FOR USE UNDER A. C . AND P.C.C . SHAL,j BE UNIFORMLY APPLIED AT THE MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. � aevr*.ur wca•+e ��e.c t 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 1 - CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN L DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT � SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. Q14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401A AND 401-8 SKALL BE CONSTRUCTED AT EACH INTERSECTION. ►�/� 15. CITY APPROVAL OF. PLANS DOES NOT RELIEVE THE DEVELOPER FROM Q RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN ( I REVIFIO"c _vHLLL BE PROMPTLY SUBM.L' TED TO THE CITY ENGINEER FOR APPROVAL. l2/ 3Z/ 32/ FORK Ir. ,.ORK SITF AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD .9bb/7/Oc/AL ' EG/'! �►�E.t/UE FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 2 /O • /o ' /0 , /o ' /0 , /o ' 2' ¢, 6, 8 , ,bEb/CAT/DA/ /MP•POYEME.VT�' CLEANED UPON REQUEST OF THE INSPECTOR. FOOTf//LL DL{� Q * FROM 9191- 46 t6d 7b 5,,4.47t 76,60,YA"V 1E✓J' ¢oM 4'M 9 17. NATIVE SOIL TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR Q & I ## FROM 51A,46164 M 5TA•¢7,176.60,VA/t'/ES FRd►'I 3'To 8 TO FILL PLACEMENT. tom _ fr o. o.2G 0./3 0.07 o.ia upE-y4 K CONTACT UN�OER�:ROUND SERV/CC`s ALERT 913 RZ'�(//T�D� Two WORK/NG DAyS - - INDEX MAP PR/oR TO E'XCAVAT/ON. RHONE # /-aw-422-x/33y-PRoV/DED At�Q YA�/R CON!/EN/ENCE �4/cE THE FOLLOW/NG -- - -ip 7 z��l A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT G SO&7-bleRN CAL/fOTN/A ED/SON C0AfmXMY MR . BOB STALLINGS (213) 969-2718 422 /voPTH SECO,t/D AVENUE FOR BASE LINE ROAD CONSTRUCTION UPLAND, CA. 9/706 0 r 9n9) 9e3 -1746 B. GENERAL TELEPHONE (800) 422-4132 ELM AVENUE FOR UNDERGROUND SERVICE TYPICAL SECTION I ,appm slzorwwi< P s77-,,�e7 TSS oN SHmr 2 .V. - CF A S C/,A B MAGb O C. SOUTHERN CALIFORNIA GAS COMPANY (E00 ) 427-2200 /Q © G P 99 � Y � 7� /98/ W LU601V/A AVE /p o. pox soon STA. 41+67.98 TO STA. 47+76.60 © /z�✓rsro� ON s//�7 2 /rEDLAN06 , CA. '72373 (/i°U/��0 STO.OnK•Noy,R`R CHEST Ur/5r05;�EOG�WST NcY£5/�To/7� t0 EO 5T OQ ) 987-2591 - 8. ,\ 70 D. CUCAMONGA COUNTY WATER DISTRICT ( / ntr�l�s�MocvTr;+ti+a�n�c�ssr+erg,l+nrs�e,toD/rONaC/M�JeeYEMfs q��¢(�e� ��� et Q T/ 0 C aR 9�'Q90 5 P voax0 s//TNe•5ls�tjo�N6�N/. 9641 SAN BERNARDINO ROAD DESCRIPT f REVISION RANCHO CUCAMONGA IONo CA 91730 GATE APPROVE E. METROPOLITAN WATER DISTRICT (JOJ ) 593-7474 P.O. BOX 54153 NOTICE CITY of RANCHO CUCAMONGA LOS ANGELES , CA 90054 CONTRACTOR SHALL VERIFY ALL - CONDITIONS AND DIMENSIONS Q( ESS/ F. PACIFIC TELEPHONE COMPANY (909 ) 999-5639/ AND SHALL REPORT ALL DIS- QT� � TITLE SHEET ELM AVENUE CREPA19 THE FINAL OR SURFACE L - PRIORNTOETHEOCOMMENCEMENTTHE R � -STREET IMPROVEMENT PLANS AVER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT � � No. 14814 SHALL NOT BE PLACED UNTIL ALL UTILITIES A UTILITY LATERALS WITHIN OF WORK. E .!•af-o! 7O THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS * * AND STORM DRAIN PLANS ' INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE CIV1\- �! PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE ® '�� CA��Fo�`� FOOTHILL BLVD. TO CHURCH S T. SATISFACTION OF THE CITY ENGINEER. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR PRIVATE ENGINEER' S NOTICE TO CONTRACTOR APPROVED 8Y DATE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR G T Y ENGINEER RCE. No 77 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SVARCH OF QRoFESS/py RE COMM N ED JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE �SiOa'�4l�y DESIGN MOF SAN BER ARDINO COUNTY MEN, SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE �, 9p a� a► o = CONSULTING CIVIL ENGINEERING HOURS ; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Q r No. 14 1Q r•� r" p�yyN AND LAND PLANNING SHEET OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 3 / 0 545N.Mountain Ave.,Suits 105 OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION Exp 1. 4 ✓W UPLAND CALIFORNIA 91786 1 S OF PROJECT, EXCEPTING FOR LIABILITY ARISING 'FROM THE SOLE NEGLIGENCE OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. * PHONE'(714) 94G-2-►49 OF THE OWNER OR THE ENGINEER. fly 01 Ni a CHECKED RCE. No !f OfCAI � G•/TyiTE V-4101p FILE No. /2c0-6, S T�l3��0 J • U_ n a � r r tH - - - — - - — - - -- -- - - -- - I T — _� BENCHMARK ,, 71 s � � BENCH MARK NO.. 96-B - h - - - �� AT THE NWC OF HAVEN AVE.• i - - � � � t - -t- - - � X983 FT. ,N44 �9TH.ST�HAVEN V � - — - - - _ TOP `,; i I 2 d ;� DRIVE PIN w/C.S. TAG IN WALL -- _ END OF A HEAD AT THE E I \: i i 430 ..686 l ELEV. 1 , ; FOR 3-24 CMP ; 0 l I ; I r r , 0 ; + - } t -� - - - - - - -- - - t-- - o -- - - - -j j - ; t +w i I t I ; .71 - - --- --I - ; 0 1 I --1- - - - i _4 T 4 t t t � � e � � V` � �• V � 1 + r r I I t J , f I t a I I I I h ; n1 1 t i I t I ! , ; t--� t = . ! r r ! I i I i � f O - - - -4 - 1 1 1 1 ,+1 - — - - - L 1 >� - � - - t - - ♦ : ♦ 1 l ♦ 1- t 1 I - - f _ , _ _ _ 4G -•��G.M�/{-i j 7 I T ♦ - , i r I I � o � t • ; t � , '�, t i 1 �Ib � � iz T_ -- j - t + • i I I I i —� I t , tit �- 1 T f 1 T , -t t -- i i � 1 � o � � i M ? � r t t t ; 2 1 ! 1 I t i I l t i 1 1 t r 1 t I I i � ; ; 4-1;k4 _J � ; 1 ! 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Z N 4- 22' 8 I, G N a W r N ti�2b I �Gdg � �. ��.� b2� 1�� ( U6 I '✓�.`Cr'� ,'` �� �O" W i v, W - D )FES S/ a E i D � 33 $ �� - 0 I r- e r io A 0 W I O Q N � � !1 14 •� r O /GH,80,Py0od �� } 3 SOUTiy . � � _ •i I /�.QiP'� W �• tQ I No. CO 4 8 4 01 I ' 33' 111 W ATRAIL TYPE "E " N m 3 r1 O 4� �y �I N I(1 �, v • � 0 � �, \ �� �a�4�s.••. � CA1.�F CK STREET EXP 06-30-2000 CHUR Eit/T5' P�'e of ,�e,9kC.J �� :� :� ti Q J �` 3 ADDED S/DFwS LK STeE6T r S FAST PAf�kW/sY PLiE / ,nk/G ^/Q /449, o� N �, 1 /� , J � I ,� ^ O C•U•P. OY MADOGE,aVD 4,PSCC/ATES. -Od 8 Q` �. <) ADDED PW+ AP°ROACH @ $7A, iV5;07.73i APDED g;ccwAcK & yyry. 2 f 3 Q �'�� 1 a STREET TREE,$ �EA3r pRKwy• REk#c47vb gvbkxijT- To sm. q6>emQY !/'/7­"� Cull I s s u ,L CU.P 1/E ,C7.Q Tq � � � 9 9 9 / /��'-ED Orvy.�ti°PRo�G�� a��+•¢5 fo6.4o;�EDSi�w�.+Nps�<r � ���1� • !�/�7 / @ wE5rA94RKwi+r;u°44tEv sTnGt�tS,�bs•R`R G+TEs,�urr •; �c A=OR c•�P 3- 41�1,R//✓G R L D/bTiwc5 7_ ti ° 50'/9/ /O¢¢� 33.so� ��.�5/ , '° DESCRIPTION of REVISION DATE APPROVE o / ELM AVENUE U QQOFESSIpy4 ® ,0501.911 /000/ 32.09 /�.os� g $ Q o o •���5�`l,°� �� CITY of RANCHO CUCAMONGA © 50 A/9// 9(oB/ 3/.D(o/ /5.53/ �` a ^ CONSTRUCT/ON NOTES "' " v " 13 or 1111 ' .. v N D 8g°09 '4/" 8.00 ' /2. 3/ ' 7 79 ' Q ti �. ^ ^ 'Z ,� Exp IF 4 ?3 15 CoNsr. N" SIDEWaLK (w=s') N ",4. �, N N ELM AVENUE Q / ° 50 ' / 8 00 /2 82 8 26 ® !�- cc"r,4UC7- 4 M//V. A.c. OM,- 4 3. c 9 e 9 PER CITY STD Q wG 10 3 / z co/Y3rRacr e GURU W/r7/ 24E"Gurrri? ��fZ �a� ho f'jE c CAt1F0�4\� Q N89 5/ os /0 26 STREET IMPROVEMENT PLANS 0 cirY sro /.>l�(/C7. NO. !4•¢� 7Y A2 8 • a O N89 °✓C/'O✓C"E 9• JJC ' 2 IC rVjt CA7E EXIST. FIRE HY�RAN► 1�4.ST L'�G7Z'/Y ` - feR ccwo PLA , Q/ 3 //VSrALL 370At' S/G/V A''L�i� G/TY ✓�r/a. /OWO, /1/o 401-B. CU,�f� 4 re/V0145 eAR�?/GAGE AV0 z' 4' M!EO12 OG}O P6ADeR E ''`� AND STORM DRAIN PLANS 1, REPAIR TRENCH PER CtTy q /NSrALL. SrReer L/r7Hr. /!0000 L11",61V (n.? .5e /°A/0 . R�P� s� FOOTHILL BLVD. TO CHURCH ST. ST D, 120 f=pR �Y GONrRAGr-eR AZO IWrALLE/O At,>- S. G.jE. G' cj' - J \ I- f. .f�. �' ,�4„ 0� a APPROVED 8Y i ATE 5 i A 10 COA�rRUCT" :A' 7TH ZA5/N PTR G/TY STr /V4:2 _q00 �h �) ` ry ry� �0 ,P'Q tih0 y• ��A �. 0 6 0 _ ,�^'' ti��� ? CITY ENGNEER / RCE Nd 9 W AS S'HOK/N ON PLAN `v ��' ��'1 ��' ti� a `' ' y�' ti � �� � � '� p•� `� '�` -` ` RE COMM DED ® A STREET TREE5 � ESIGN MADO f AND ASSOCIATES, INC. C0Avsr�ucr LOG4L rLEvA ��ss/oN 6-A5E A �e,4Z OF SAN BERNARDINO COUNTY SrMBoc BOrAIY/G/AL MAMC GOMMbN NfIM5 SPfiG/NG 5/ZE pUANr/TY c/rY Sr/O. /O9v0, NO, 90T(No 7M10/r/A'vOGtwNSriQE.1M). y � A� CONSULTING CIVIL ENGINEERING WN AND LAND PLANNING - SKE T O 2 NOTE� ALL S IG,Ks To BE, � ����E• 6c►5 N. Mountain Aw.,Suits 10� M,64,4 66 G✓NAR//FoG/r1 fLUxGE.ftF PA��IR� �o•C•M/N• /y �G• /5 E/S. PROTECTED /N PLACE / !� CONST GOMM4RC1,AL OR/!/E ^l°�ROA<.r�/(�V:¢0')PE�'6/7YAr0.,7W6,*,/0/C• A Jw UPLAND CALIFORNIA 91nG 2 _ 0F_ 5j O ill G 8/2/A JUG�B/�/y5/N 5/GK rI�EE 30 D G•M//V. /s �� 2 E�+ L,O— CATCH BASIN DETAIL PHONE(714) 946 -0-14-1 SGALE: /"- ,o MECKEO RCE No MAY DRA i 0. © /4 GoN&l 4"5/C�'w�+GK Cw=6'>�� oirrsrn• owg.M�•/o�. - C/TY T E G F ICE N o rl�g/•s 20 INSTALL /5 GHLLON T T1 4YV f!M ,q12 ase 7 S COW N07�s' � trewop!/6B AV f/� f, 16� 70