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HomeMy WebLinkAbout1391 I 5 GENERAL NOTES CONSTRUCTION PLANS FOR 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. 2 . ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER METERS. VALVES. FIRE HYDRANTS. ETC.. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, STREET I MPROVEME NT P1 ANS TRACT 13898 RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL I N THE C I TY O RANCHO C FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . N 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCHROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY . PREPARED FOR : 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER . ASSOCIATED MPAVING STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT WITHIN 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS . ADDITIONAL PAVING STAKES MAY BE REQUIRED BY 1 642 EARLMONT AVENUE CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS . 6. ALL SEER. WATER, ELECTRIC. GAS. PHONE N OR OTHER -UTILIT Y LA CANADA , CA 91011 W LATERALS , MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR T6 P VING . _ - 818 448 72701 7 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 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 AND/OR SURFACING . 8 . AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE 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 MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . 11 . 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 PROTRUDE 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 . L O WDo til AVT N 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , A SOILS ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTES STERILANT REGISTERED BY THE E .P . A . FOR USE UNDER A . C . AND P . C . C . RAT N0. DESCRIPTION QUANTITY UNIT SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED E FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING . � CONSTRUCT 3" MIN . AC OVER 4" MIN AB PAVING 5'l09 SF 13 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS 2 CONSTRUCT VARIABLE THICKNESS A . C . CAP sF AY CONSTRUCT 8' CURB PER CITY STD . 303 581 Lr_BEFO E SUBMITTING A 3 OWN DETERMINATION OF CONSTRUCTION QUANTITIES R s rTz EST TREE= SPACING U I h 1 Z ., BID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT ti STREET MIME Q A � E SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE 0 ® CONSTR'__� = 4 PCC SIDEWALK PER CITY STD . # 310 27ao sF CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . LOBI DOM AVE. C I N N A MD M UM CAMPkofZA, 360C. t7 ea. 15 9a I. 5 CONSTRJCT PCC DRIVE APPROACH PER CITY STD #305 r- 14 . 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS, LEMON AVE. ALI�IIZIA JULI 6KISSI" ROSA 35 Qc_ 3 EA, I ry © REMOVE AND SAWCUT EXISTING PAVEMENT ro&o LF 401 AND 402 SHALL BE COMSTRUCTED AT EACH INERSECTION. • 1-(�ERTy ST FV•t-U2E QUER.GUS SV>3 e;R� �'e L� fL �. IS 0.� !� 7 INSTALL 16 G41.. ST'REFT T`Ct:�� Phi` Z i-'� y�. � ;- NCr[ ES 1-EE2E�C>ti` 2'1- FJt 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM Pert Trz 2EMovA� t�E:fzEN(r s8-513 9 g - Cc,�t�Ttzucc- 8"w,c,$ESM LF RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION REMOVE EXISTING EUCALYPTUS TREES DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN 9 REVISIONS SHALL BE PROMTLY SUBMITTED TO THE CITY ENGINEER FOR - - - - - CON STR V GT TcZ-'1'.d.. .+:tel V✓!s._L PE2 G t T Y S T D-Ara12, 04:%'M" LF APPROVAL . VNDE.t'.R.Ol.1tlT� c>vH�21rlE '-v RAMC\/� X'.STINGo F'o-NEm Po%_Es� wrlt_.rie�, EA 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN, ��c3�+Tv HAZARD FREE . ORDERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE nc�,-a�� sT2EET , s� oo LUMC a v Y 1 Csui oeAjfa, E rsoni eaic> a coviepis4 e BY OEVE4 P -K 3 Lam. CLEANED UPON REQUEST OF THE INSPECTOR . 1 � c�r.isT: u N oe4�stDtr�A.��czp.�N Y�>Z �l-rY Irv• �n7 i t:A 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED Two WORK("(fo b A►`t5 '14 Gcr.ts-('. (4�•8. � �rr.A� �'E����c•�rl "t�RclT)r sTv.��2 �siP� IFu-IVlza EA-, QT210{Z TD �xGAvo,T10N• �j �.oPIST SP£LEA.0 Gt�5s61J[TRK. FZ�1ZY STD3� =SES' 597 SF 6 Gol'4ST A-Z LF 1 7 CONSTRUCT R,4MPS PEf? C/TY 57D- . 310 NOTE Plwaep TO STAfpT//VG wo1F1r AT THE /NTEFg,_=cT/O/V OF LEMON AND LONDON .4vENUES, //Vsf'ECTOfi TO CONE//FM STATUS OF C/TY 5T0/P1W DIPWI V Pfr'O✓ECT,. /F C/TY CONSTRUCTION NOTES FOR STRFFT TREES RIPO✓ECT /6 /MM/NENT TflEN DEI/ELOPEfr'S ENCS/NEER' /S TO FEEIi/SE Tf1E ST1FEE7_ /NTEfSECT/ON. DEYEL 01951?S CONTfr:7.4CTOfif 10 TO COOPE/P.4TE W/TH SCHEDUL//VO OF 1 . ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE Cl 7K =1P0,1ECT. WITH CITY STANDARD 601 . 2. ALL TREES ARE TO BE STAKED & PLANTED ACCORDING TO CITY STANDARD 605A . 3. SOIL FERTILIZATION AND CONDITIONING SHALL BE IN ,Pr ACCORDANCE WITH SECTION 212- 1 .2 OF THE STANDARD r SPECIFICATIONS FOR BUPLIC WORKS CONSTRUCTION. TYPE E o Arg d ORGANIC SOIL AMENDMENTS SHALL BE USED WITH THE RATIO iLELCCQ.�E bC MC,N vs ��o s-C-7- -r -rQ��s Nr OF 1 PART ORGANIC AMENDMENTS TO 3 PARTS NATIVE SOIL. ots �*1�'�►� ' Lc-nnoNL�a>=� �� '�z•�t 'T ALL AMENDMENTS ARE TO BE THOROUGHLY MIXED PRIOR TO CITY � o DESCRIPTION OF REVISION DATE r Q BACKFILLING. APPROVAL N 4. FERT I LZAT I ON OF ALL STREET TREES SHALL BE PER THE CITY 0 F RANCHO CUCAMONGA ` RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED TH sT TO THE CITY INSPECTOR . 5. NO STREET TREES SHALL BE PLANTED WHERE THE CENTER S CLOSER THAN TREE FEET (3' ) TO THE FACE OF THE TRUCK I TITLE S V I C I N I T Y M A P OF THE CURB, UNLESS OTHERWISE NOTED. 6. ALL STREET TREES ARE SUBJECT TO INSPECTION AND STREET IMPROVEMENT PLAN S ACCEPTANCE BY THE CITY ENGINEER. TRACT 13898 THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. - ' `'`) APPROVED BY : DATE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB CONDUITS . OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A '`�h* .. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE, BENCH MARKS 1 ` CITY ENGINEER (�A" C .E . 22397 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY ; THAT THIS THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . `,', DESIGN � RECOMMENDED REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL THE CONTRACTOR I S REQUIRED I RED TO TAKE DUE PRECAUTIONARY MEASURES TO C I TY OF RANCHO CUCAMONGA BENCH MARK # 58 ;u U" �' �/L/�1 J.M.uILSON b ASSOCIATES WORKING HOURS. AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD V"ol'� JMW -61V" E"c'"EEHs L A"c =.'kVFY°Rs V. V. HOLD THE OWNER THE CITY OF RANCHO CUCAMONGA AND THE ENG I NEER OR NOT SHOWN ON THESE DRAW I NGS . I T SHALL BE THE CONTRACTORS �tl�. `� 22J NORTH FIRST AVENUE CHISELED SQUARE ON TOP FLANGE OF FIRE HYDRANT AT Q b UPLAND, c^ 9856 SHEET HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES THE SOUTHEAST CORNER OF ARCHIBALD AVENUE AND DRAWN ni,l9eszne5 WITH THE PERFORMANCE OF WORK ON THIS PROJECT . EXCEPTING FROM CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES ALL - r '- /� I OF 2 LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER. THE CITY LIABILITY AND RESPONSIBILITY FOR THE UNDERGROUND UTILITY PIPES LEMON AVENUE ✓ t- �Q! ��`X-' CF ECKED M M. t4lLSON 1 � , � � �, DATE: �Z Z e pRAW I NG NO . OF RANCHO COCAMON�A OR THE ENGINEER. CONDUITS , OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. ELEVATION 1590 . 880 �' _\ ` �'._`F ' R.C.E. 17768 i EXP. 6/30/93 JOB NO. f v �� ��NC.HMARjC• c I TY ©F= RANG H O Gtr C AMM N G Ar b><N G t-f I Vt Ak 21 L C>g /� c�ttSut�p ac�vhRE oN TOP � �LAf1C-�E oP �lRl� 1-FYDRANT ^T 7t•4ro Sr-- CORNER CF ARGFtIES,gLX> At,tp L.EMoIJ �-vaT~oN� ►5�0•ggo Lp )A i tS. GRov a / � FUT V t2 t� IST u ►t o �► + 6� QL;(30KSTTh1CTION c � c nc Ul 0 U d► J 4 IA / P �► „ 4 ' m � Po.RT1►Ar t. � y / co opC i __ tortiG V � 61 LA h >35.04 / + 4 It0 (!1 =Ip J J to tq 0 TOP OF V MST CURB s` N I .M 0 -. v+ ' d pl F i 0 o O �. h % in o U � Itru RE TD+' k. 1590 s .o �� a o . 1605 No RTx �u t�� +r - TO P O I` WEST CD �, a! cvRg ,, =?.,off , + a 4/4- �' a ; 0 Ln � N m / + j i p t4a a 0 o tr N J ^ E.P / r.. / $ 't t- u m } TAN 0.=3.� N d ,� ± S I I wesT of o ; � / d a+9 I'605 z 1605 OD ODRa 0 IA b 0 R_ I f_ p ao o% 0 N Q in -1� -- z o,80 + p 9 p PI_06.54 In d u• / pro 1`1 , ¢x, ca Wca,nce ^ N °�° / / +v z N IE'XI5TIN s F_P. 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TFI� TEM�oRAitY IMpRv�aMEriTS W1TNlN Livmve- `r L , Jf -9 ST R.EET TREEs : CIAMIAMOVUAW CAMRI-IORA CcA.MPI-IoR -LOKpohl Avg. S-TREET� Ih1G1.V C11JG TWE TE MPOiR/.RY 'RE -A 1140.,• Ir (T`jf(C.AL) P�CITY STo. oWsWIN(j hlo.ioo�, �oZ,Go3, mos i.o'T v(M. � - -� (I FUTURE I MPFCOVEMEIITS) SUCH TIME THAT THTC PERMEaNENT 11•IPiZavEM�KTS 1bN , I I II C,LOWEF2- LIMYxSTn iSE 3-4-' A�`/E �I�va'rolV 4RE. CONISTQ V�Efl ENGttoK•HMEKT P't=.RMCT' tLINT1L I LIBERTY STREET 1 F. •-a�' L 0 ��I1 SfeE /►T R1G1^l'T �i Q Z 5' II r �J 2 N �I / I FUTURE. LlSeeTY SC // 12.6 k2 2z 7 ' II I I e PLAN SCALE : 1"= 40' 9 a 1 I S ( .]��¢� o t R:2f . . In 3 h v rfrf N a j. ., =� O c 42.OS G I sxF T. I # { N K a I(o , T3 v.47 co I >Z. III�-E. L' F f p N `W to I ex. pO.0 W �ko N W� 1 �- -- I'! 9 2 ® �� ' 3 4 la 5 6 i 7 �bK I ..Om`a� U uJl Tz 1 2�s 'r J N N ' I a Z, d J' x�sT. 3� �Z I � c 6��P r v l D Z 0. _� # I I U F N a lA z3 16' Cu s Cue vATsc0� I. �� J Q � Wv W 3 o S ♦;�'N L 1 II1 11 O N to , I N '� t fj _j S L �- - ---- N to v v Ili l9lq N a 2= z + IU d }4 h O J I :�I 0►SE l9 A fid - M p o. °a3'o9" r �• 0 Q- , 0�. to �� •/ ✓ G0 TS N + M NIU + � +y L_� az.rs' 19 I I °� atv x �• av In o j T= 2T,_34 /i H O v E l 0 7 - 7 13 " '�}' ni 7 , .. , rp;74�" `p a�4,c ib c1. vi 7 \ b� ►- , 7 .00' ?4.00 d•0076.00' IL x ' Ot ►1 ,� - T . , -rte: �- ` � . 837.'' - _`- - - - -• - a,7 ; .- - - - -. ,- --- -� _- ---'. _ -__ _.-_ _ --- - - = -?Vi-.. - ._ :.-�-�--F !�' -- '✓^ i _ ci �'1v�•l Gr _. - :.#. „ - o,1- _k TY P. 3 Q N o 30' Or+ -t -- �- - -- i-�. > -f I ° a 4 �xlsT.- 39_RCQ 5.-989-G4 - -�- -- - - - a �, 0 t I Z (Y R;i _ 3 _. _- �� J 4 (1 4V v 5 S �✓ r ry. 7 - - �Tl _ --J' -�' 7- i II�V Q n u• y 0�..y �i �G,/ 'L ,� y'•.1�f� �w` Vl4v n! ..,S' 1 - w8" _ - 7 l .`�F`i k.4y ��/ 11 _ 1-' 4 0•� F - g --t"- ,.. , .i /- / �_- ' ��� F. I L "r/� __ _ '4ti -� q. ,/1 --�.r - - Y lD} M Y► fV x -� �3C ti t el LL ---- - -- -- - - - _ _ �._x. G d Q_. f _ rh 12 ` - =y., s/ N l 1 - ---- �� o I ` ��`� 6h I t L i Z � � NOTE SAW-GcIT EXIST. �vMT, \ � / I � �/ �� 1 �o�- -'- � � •,. I I. I G 3 W l AT V - o I I, _ -Y >c- - �� �,._ lll � i / I - JOIN F �- t o - I - F ) GO 7 SEE NOTE ON I �- o to I ,G ,����, C O ALS % . T/TLE SHEET F �m I ., '3- ' U J ' X11 (�� - °, u �Ir 11oti. .ti ;n. m, I �► �, 1 1 \91 01 1� ►- ,��- d c , I y. - + �� i�I y Z �6_ s�� +'�J10 ' ?2 l lg' lel' 1.d' J " �- ` IOU LONDON AVENUE LONDON AVENUE g ° -LIBERTY STREET Q REwcATE- DR1VE.wAYS At`1lJ STR>=1=-j' TFzet.y �uorr wl a -----_.rte-_ -:. - 1 oN Larl�irl 1 Lti=Mof\I � LIP-tE-�Z�/ ST"' �: L(J • 12,1 zo O LI B�RT`I( STREET b'+= � DESCRIPTION OF REVISION DATE CITY MR7GZhRy tnnPR�vE•MEr.1Ts APPR01r'E0. ESTIMATE OF QUAWrIT1ES AND .CONSTRUCTION NOTSS 2O, CITY OF RANCHO CUCAMONGA NO DESCRIPTION_ _ QUANTI UKIT - - - . 30' p1 �4 I CONST, 3"Ar-, FAVEM-t-rrOve5TZ 4-' A• 15- 1800 S.F.I K PLAN AND PROFILE Y 1 41 , F Saw Cur�o S l+-a�yht Q 2 LG NST. y4Rt�Le Ts4lCX t6SS A.C.CXV ce<X s.>�. 30' 30 �tnc - I >✓u1t1KE j 1 - i►��TE� 5ET. LEMON ,aVE 3 coNST 8" eves /Za° GUTTlkS2 Y7=R CITY $Tl7 N� iO3 L.F. 0 181 i' 12 ,FeI�-e LONDON AVENUE !•X.A.G_Pvr '4 CONST. 4' P.C.C. SIvBWtaL K v6K CITY STD M4• 310 _- S.F. �1 2 2 ywR,ES FRar110'-11.5' - - _ LIBERTY FT Y 5 CONST. P,c G. DIZlv6 a PPQ-,n.c1{ PEP CITY STD t'Q 3e- S.F. i Z l 10 1! i STREET- `� 8 W L v �, `"�-'tom Nil►l, A � - _ - -_ - - - - -- --- - �,¢, C?X. 4 `->/`^ 6 SAWC'XT ZV=_M0v6 EK !a.C. Pv14TQIP. 1 , S`OP� 1---J '( INSTP.LL ST2EET TREES PER STV 601 !t NcS�S t1�_REpn� - 6a.. _ vh1V�5. ACT 13 d 9r •:.. - -- -1 �x, t+�„c��. �OKSTIZuGT c. 8�{Z� 45 L.F, APPROVED BY' DAT -- - -- - - - ----- --- -- - -- -�� --- CITY ENGINEER RC.E NO. 2234 7 4 L� 9 REMOVE EJC EtK,c>\L_yMS T►C_ PER PERM(T 60-5v r L (EXISTING 1MP�OvrcMTCKTS „ p�D Co 3 t Go NST R�TA\i, C� hlh,t_t P1✓f, Q TY 5TD. Bt2- CA= 3'Inax) 14.0 Lr DESIGN RECOMMENDED - _-- - - - __ ut+o ¢GRavr�9 o..e �lacdo____ Zrozis a eves �MVf J.M. W ILS_ON_8 ASSOCIATES D_T- vi0VE_£-A -.T.rOwE;LrtD FS - --^- -- Ell. 4 urt1��T �5_PcR_ o0•c� � u�sc'� _-- C.urTrcR CML tNGINEERS LAND SURVEYORS y ` Shoo LUM6N I{PSv BY SO.c�a`EOIsoN DRAWN 1 I f,15'CtaL.l.. STREET L.I C.t.{-(S C �.�,p {Ge o Ro I w14,TE p 8`r_L?�<v cx.oPG Iz___.-� E6"-• 223 NORTH F 1 RST AV6t1UE SHEET E H T CT10N 6 Clc��T. UND�SIDEI►J4r`K D►ZHtN �e G1T11 ScV. VF50'7 - TYPICAL SECTION SZ U1714) '985-?,"S 2 OF Z LONDON AVENUE 10 (.Gti1�>Y 14 G.8. 1-oC,b�L�tPK�1ot-� �Ef��CI'`f `TD>• 5a2f� 518 FJTURE the CHECKED DRAWING NO o+Z9 -> 01 64- -' r- - --- _LJ R.0 E. NO.iX a_ ---- ------ - L i B ER TY STREET ��� 7 CONST1PUCT A'4MR PEfr' C/TY 5TD. 3/O � ```2�' �` S 15 Cot�5T. s�E�l":- cRo�s ���( PEs G►Ty STD 3a� L_la _ (TEMPORARY IMPROVEMENT) GI TY 0 TE tiZ�Z/meg 1at3 N0 e9-35 r