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HomeMy WebLinkAboutRc St Improve Plans 922d/2 Thru 923/5 922d/2 923/1 923/2 923/3 923/4 923/51'l�, 1.J l^, J1L11. lJ V t 1.C�.i1w? - - 1..•[F �•,,.,m,�—�i,, t1 a ,yL-�..J. 1350 .5 Z,,7 1340 Lip r 1380/1Z, 'o a 134CI I L N, r. N N, & Zli Q4 N rwy. N 1360/1320 1 3920< 1300 /090 1290 1270 A270 & p 6A1011A10 Q IN N 9 W,,.- 42 Z,' � 1 aa,?�5 ZArEAW RRO�iZ,6-S 9 6,0090 93 00 Lc Or.?4"R.C.P. \ �� Q►� � ��. \`'� V O 1300 1280"'., 1340/1300 -0 C"' 3. 8 0 k N- 07, 03500 L.F. 0,-- 24 R. CIO N R. R, a6 C1,1C, , 1300 1280 1320 1320/1280 1280 1?,60 Z!) tkl "'-,-ONrq4CrOR /5,-1260 0 V6-,ql,-Y 6ZF11A 7101V //Vr//--- 1,rl-440 AIVO / YO rl,'z -Y 7;q_Z E, A1611i le_=R OA -, 41V y �, � � p '�J 58.98 \ O/SCREPANCY BEFORE PROCEED/NG jy17A' co1v5,r,,?Z16-,r1oA- 060,90 C.F. 0/c 24"R.CP 'Elyl,51- 4e "RCP 28 0 8-6, 00 z OF4f tvi NOTE 1 PROFILE SCALE L— � W. Ox 17.4 C,17$ HORIZONTO-'- !'-4 VEPL Ills TICA 8! ?Oo.00/-,C- ovc-,?4"Rcp BOO 10 9 8 1260/1240 7 6 5 4 3 2 1 0 1240 i 4�9 O CI• prx t o? AUAI 5�r-4Z.- ti -¢O /" � \ 7 ` LJRWN.46-64C4 F1;fFN,"70 LL QGO rY OZ'R,44rqO C&C4NON6,4 25 22 23 14-5 L J/ R A1 Z4 4 7-7 27 lo.,;ryp -157 .1 —Sri 1 9 1 1 19 4-may 91 7 A9 24 APC 30 DETA— "A" Rn)e REDUCED PLANS 0 -3 INCHES ,,,111131111 PlAll- 9 7 77,7- c"N 27 OEM& STORM 4)R.411V E4 SE1Vf1Vr CONSTRUCTION NOTES (Z) C01V.57,q,'1C',r 24 - RCP Oq4lV C01VS7R-Z1C,- V4/v1-10Z Z-.4 SrZ2,OAV6 NO. -610 %sic) k5\ ONS7,q&C,- C4,rCl� Q) c 9451111140 ZZ g Mi -v r.? co, 5 / zlc,, 9 "cuRe 4mg 9,y15"r42 / 540 lewya NO. 309 zoc4Z,2EPq,--5S10N,-,-R 5,rz7. = 67 (C,4,5�67 e,) (2- 6,- 01V ,v C01VS7R-0Cr IWIV11046- -5-40,OW6. 0. 7 0, � 2)v// Ao C01VSTl?e1C-7 C47Cq RA.51N,-Z-R S4,V R�-50MR,01A10 collvcl;7 \Z:--, 7C, COUNTY STD. NO.?,920. r ' @ .077-AEr1lryo, 21 CUC,41VON64 lo ?c STORM DRAIN CURVE Deqt;4 n R Z- 7' (D 58006,24" 45,00' 4564, 05, 00 0 15,48'.45, 90-00' 24.84, 50' og 90000,00., 49. 00' 70,6 9' -le 0 95 " 4,-'--79 " -/0. 00' 190.8.9' 67.65' 5B -49 '52 / 90. 00' 199 09 /0 7 /9' QQ 70*45"34" 49.00' 55 * - 1 91? 00 1 30000,00" 45,00' 23 56' /2.06' g000s,.?g" '90.00, 47. 95' 0423' 1 DESCRIPTION OF REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE OF 24 R.C.P. STORM DRAIN TRACT N. 10035 APPROVED BY DATE I -�- CITY ENGINE R. C. E, ZlLg-'Z— DESIGN EPARED BY: 66ORG16 // AA/rl 14ACt- colvSlIZAING clvle glvolllleeRs 214 50 6-41CL IDA OlVr4RIO, C411110RW P/ 76 1 DED DRAWN CAN SHEET OF CHECKED - - G,H, MIM MACK RCE 9399 DAT DRAWING N0 FILE NO. 299 GENERAL NOTES 1. All wo!,. shall be done in accordance with these plans, the City of Rancho ::ucamonga Standards and the Standard Specifications for Public Works Construction - current edition. Contractor shall be familiar with f-.nd shall be responsible for adheranceto 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 L. removed, 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 familiarize him- self with the site and shall be solely reuponsible for any damage to existing facilities reculting directly or indirectly from his opera- tions, whether or not such facilities are shown on these plans. 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering Department prior to any encroachment or construction within City of Rancho Cucamonga easement or right-of-way: 5. All grade stakes shall be set by the Contractor: or Engineer. Paving stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub -grade elwation and at not more than 50 foot intervals. Additional paving stakes may required by City Engineer as needed at warped or vertical curve areas. 6. all sewer, water, electric, gas, phone or other utility laterals, mains, or crossings shall be constructed prior to paving. 7. Compaction tests of embankment construction, trench backfili, com- pacting original ground and ali s:ib-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 fur approval. prior no the placement of base materials and/or surfacing. 8. At the completion of paving, a materials report shall be submitted to the City Engineer, Lising 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 submittea to the City Engineer. Listing all tests or determinations completed zo verify: sieve analysis and ,sand equivalent of aggregate base. 10. Paving stall be performed in accordance with R-Value and Pavement tests taken to detej:mine 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 whica protrude above the sub -grade end all voids or, depressions shall be filled with a fine grade material of a quality better than the native material. 12. If the asphalt concrete is to be placed on sub -grade, a soil>z sterilant roistered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width 'prior to paving. 13. Escimte of quantities is provided by the Engineer only for the con- venience of the developer, the contractor shall make his own deter- mination 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 o* work. 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 shall be constructed at each intersection. 15. City approval of plans does not relieve the developer fi.= responsibility for the correction of error and omission discovered during construction. Upon request the required plan revisions shall be promptly submitted to the City Engineer for approval. 16. WosSt site and exterior streets shall be in a neat, clean, ha+ard free. or erly state, throughout construction. Site shall be cleaned upon request of the inspector. 17. Contact all Utilitv Comoanies_as reauired 48 hours prior to excavation. Provided tot your convenience are the to1 awing: A. San Gabriel :'alley Municipal Water District Mr. Bob Stallings (213) 969-2718 for Base Line Road construction B. General Telephone (800) 422-4132 for underground service C. Southern California Gas Company (714) 529-2689 219I 8. Birch Street (714) 529-7070 Brea, CA 92621 D.'Cucat.onga County Water District (714) 987-2591 9641 :Ian Bernardino Road Rancho Cucamonga, CA 91730 E. Metropolitan Water District (714) 593-7474 P.O. Box 54153 Los Angeles, CA 90054 F. Pacific Telephone Company (714) 999-5639 SPECIAL NOTE rROM PRIVATE ENGINEER TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI.BILIT.Y F0. JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- JECT, INCLUDING SAFETY OF ALL PERSONS AND -PROPERTY; THAT THIS REQUIRE- MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORbfANCF, OF WORK ON THIS' PROJECT, EXCEPTING FOR LIABILITY :?RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF C-R KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRt:CAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT t'HOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROT.ECTI:N OF, AND g'NY DAMAGE TO THESE LINES OR STRUCTURES, 30 X REDUCED PLANS ' 2 3 Lk- 3 INCHES ON ORIGINAL PL AN , 9T'A. 5 -W-00 TO 5rA. 7 fi 15.95 TYPICAL SECTION TERRA VISIA PARKWAY .. N. T.5. Tr = 8.0 K 70 !M PRor ,)VTZr4l 5TA. 7+/a, 9S FO 5TA. 101-28.0J TYPICAL SECTION TUMA ,$RKW'AY N•TS, T. L S. 0 R = 70 Sw;4, 9A va- *e To STA. /1024Oo. 7.6 TYPICAL SECTION1 MOUNTAIN VIEW DRIVE /V. T_ s 7-I, =7 /1 = 70 NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DIS- CREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. IDEWALK OF RANCHO ,IGA STD. 310 (TYPICAL) r. ALK RANCHO STD. (TYPICAL) rrcFvivnr- g 435y y�/..... //eR / IL 8.. t/y a r NOTB5- L NfGT AGES'.��A.V�NTS�EETA�.9RTCaVSTRVC7E0 E.. AGL CLIRLRS 6!/ALL aE CC V5M&Cr fP /N ACCGR,00;t/CE P4111 %.1JR 5 NST' [E55 �t/E4WIE%N rC'f1iEP: TYPICAL SECTION 8" CURB PACE & 48" GUTTER NT9 14VOI tL IVOT vU/eV/L/N�A11;Z WALK -PNALL AgB e41v,sTK41a7-1=47 /N oe>N=oO z/yAIVL;�--_ W/TN 5TA4 OK",f AKAWING Na 30¢, TNB L/,V,6A1VV G/1ZAL�6 .SHALL .0 Ag; .sA10NA/ oN r140 LAIVO--,OAP PGAN, APf%ZOVAL of TN_ FINAL- I-Arour of ,F/,REN:aLK�F OXIALL 0,65r,y1A0 /N TNT i-li54 n A IVV A raJU47T,0,7 A5' NE0e9i9FAKy TO 1-17- 6X 1,57.IN6 F/eL� 001VA71 `/oN-5; Ate' V_15,b 45Y T/1E 041OL10 WOIZI-� AN P/zoJEoT PGANN R PR/oi T.7 FINAI- cONsriCU0r1oN. 71-/�55 IN-a/Z .9 /L A4,4, 0,- 1JoT/F/E� A iM IAII t Uri( oF48 104IR9 6R/aA Ta ANT/G/1-Ar,-O 1'/6Lo 1N-f'-_5cT1C7N BENCH MARK- BENCH MARK NO. 96-B AT THE NWC OF HAVEN AVE. & 19TH ST., 44 FT. W. 5t HAVEN & 83 FT. N. 4 19TH ST., SET DRIVE PIN W/C..$. TAG IN TOP P,T THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 CONSTRUCTION NOTES & QUANTITV, ESTIMATES. CONST, 4„ A.G. /4 "' A.B. _ 24791P 5.4 �'� -- CONST. B" CURB AND 48" GUTTER PER DET,IL ON SHEET 3e4 ' A BIT;41 SY'E E)WG NO. (A) CONST. DRIVEWAY APPROACH PER CITY STD, DWG, NO. 306 ---gin -- W= 3v' 5 -- INSTALL STREET LIGHT, O500 L.M.- 2E4. EA, REMOVE EXIST. REDWOOD HEADER. --- REMOVE EXIST_ BARRICADE AND TEMP. PAVEMENT. O- CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP.- / e,4. /a A. PAYSMf=NT P5R 01 T-T 5T7a VW6, NO 405 Og - --JOIN EXISTING A.C. PAVEMENT. CONST TEMP. 6" A.C. BEVM MEDIAN NOSE. 50 G.f 1/ ,CONST. 6' CURB ONLY PFR C]TY STD. DWG. NO. 301. _5 O 4 12 CONST. 45" R.C.P. 1000-D. �3 --- CONST. MANHOLE "A" PER CITY STD. NO. 510., 1C, CONST. TEMPORARY PLUG. 15 GDN5r. HAt4otnAP RAMP Prg GlTy 5Tt2 Pwrq.. Iva 510 /1-�A/JE� 4I4 G.f IvOAG AN,v /T-,,e c/17/.Slc7, /8 GoNSr. 4' S//.PBIr/gG/� Ye 7W157 Vt - ZA5 4 5 /9 �i41VS77 27 Fz: c. /2.5d ^ /7 - 64. 00 L. 57..5 L., 2�- calyo/ cArc--AA s//Y No. G/Ty .5r/I2 ?.2 cam', �sT ct/�8 crvTLF:; sTiel/cTU E /'e/e V6Fr,41L / CA vN VHeEr /VO. 0 23 - rloNo 18/' R.atP - 5QOG L.r ---GONST. JUNIf%1:)N 'imuomx-, Il/," re-P, Gl7-y .51 is NO.. 500 2 154. 25 00N57_, /El" G.M.P I& GUA6,55 to 00 L,E 2G� GoNsr iv, c.M.P. /ZIS R rew vGTA►L, .-)NT• 4 cP4 - I . 7a1vv;r4 %S/lv,* 4 "izazGK I-ene;. n1A?G/rY 5T� C) GOIV-- 0,VZ;0/2-1 10p5WA Z.,'- -IZA/N f'=i= G/rr sr,!�' / 4FA. /,Wc- No. 507 DESCRIPTIONof REVISION BATE APPROVE w < CITY of RANCHO CUCAMONGA //fP. j SEE sHT..0 . m f R K4 N r PKwr P AR( EL MAP 1s NO, 9842 � d 5rA VI � 2 TITLE SHEET Mou APPROVED BY / DATE/-7-7-8(, q see sA/xa� GTY ENGINEER RrE No 23889 sresEr sr DESIGN MAD E AND ASSOCIATES, INC. RECOMMENDED iJ OF AN BERNARDINO COUNTY .p64 I�-�SS DRAWN CONSULTING CIVIL ENGINEERING AND LAND PLANNING SHEET KEY MAP R.Alf. M.8 545N, Mountain Ave., Suite [0S UPLAND CALlFORNIA91786 OF-L_ a sm iazo CHECKE?J ' PHON''(714) 946-2949 ACE. No /¢ ' DRAWI I N0. G!?• DATF_\ ! 3 -W FILE No rl�hl. ✓y 3 30X REDUCED PLANS 0 1 2- �--3 INCHES ON ORIGI►@AL PLAN ------------------ IV W 75M V15TA Ll III i__— ` .Y�II. � ' '�' �� •, I .•�� III -----� �• i. ' - � � • ., 4� �' 4 � I l '. � •... l _ \ � - • ._ � '�! ,7 .. . M � ° •At�� � C �', y I'••'J. {. �' Y i�4•' 1 \a •''. � i. •� � r ,�, � _,'" ,. may'. ` .• r � d � � k ,� • - r � , I a i a /ICE! G T AO /8'/o cep" 522.cr". l65.Si B3.y6` Sox REDUCED PLAANS 0 2 3 F—' °INCHcS -ON ORIGINAL PLA ®X is ' ,` •+0 . i� v e . 'fir , r , t t BENCH tI U n. } B MARK: I A BENCH - r t t K NO Qb B T MAR K N 2 z t 1q AT THE NWC OF HAVEN AVE, & , ' , o Q _ - J 2 &9TH F 83 FT. ,N. T19TH ST. �VrN IASET' Q I a DRIVE PIN w C.S TA IN TOP / G �T THE E. END OF A ]tiEAD WALL ► OVA OjZM - -- , F R 3 2 4 CM , t q, i1F✓J�P' I I p� U O P ELEV. 430.G86 ;gn, D .P.5n NMi /3.4AirJ i i 0 : PAP c t G O 05E2 • �' j f�1 4 + Q T t. R , G , I _ , - In t i' 1 • , e 3 + . 1 1 ,ErP✓ v: . a� 1 AP 7W ,0N •��� t o a t i i 5 , o O G, 16 6.qN ,_ r vi nn � j 6� : , U a �h + , » 0 dl. t LV t r s f t .. t t i i i t i N 1 t y 111, , i . : i : , /285 I �' �g �{ os o 28�a. .a S. 1 : , , : , , a 0 , : : 2/l. 42 o ti9 <1 1 _ i s„ i T o is _ t h� , i I « : i : it : CdN T 4, l4�.L , 5 .1: s i i p r ! r , t T , f , , + , - _ , t • + , i I N 5 5 irc� . . . . x ST. LiF.1� ....G CiQNST 70.' ;L,€ !8 O,M,P, (ro6UA@ G.0 .6� L_F ?t:R,G.P a � 4 :P • r : , r 2 } :5 2 F 1 t I t l 6 5. G 5 1 r 1 PROFILE i ,. _ I f t - c { A l: : it "e� : i VERT.1+�y : i 1 i . � i ` f , , , i 2, t Alt - m uJ � Q Z Z Z QO �1 ? �!/jUE �T2Bj m °Q ti o;I j I I IR ,632 �1 CONSTRUCTION NOTES O Q N O O l I N EUTZIRE IMP1011EMEA7T5 / �-- CONST,. 45' R.C.P. 1000-D_ /-EX15T /MPR�JVEME/J7"s 25 /\ / \ \ ✓ \ - 1 1� CONST MANROI,E "A"PER CITYSTD. NO: 5IiJ. _r7—=- L CONST: TEMPORARY PLUG. f9 GPNOT 27" R•G,P,ah•7 �9r �X/ST. "SwE'R N G NS l�PUTUR6 ,�,/ � � � ,_ G/NE ��CG N5ir -1 "A" -59 T12 N 08 a`� (4 ��1--` 0 TIon ---- ' 0 5, orTr� 0,5,EX15T 46 A.O. 1 IZ �TGiQ25 G0m;i loft GM'P 10 GUAaa�PER OWO. N° 894 _Iv -S'tlWG. w RnP.A w - � w BHT GONpT 18't G.iYt,P. /'l��R r l2 rAIL 5EL0W t a PKI�P. /MPRnvEMEn?5 G 5 7 G> m A = 45° IA = 4-5, 4� q : - VIA� k t 14'f 3z Wo? TERRA VISTA PARKWAY DESCRIPTIONof REVISION DATE APPROVE oaN5T l/2" A.G. f�VMr\ FE,�r ti. PROFILE C. AS. P. RISER DETAIL 3O X REDUCED PLANS 2 3 INCHES ON ORIGINAL ;LAN-1 SPL- =zL .Bar.. cNa_' } PLAN CiTY of RANCHO CUCAMONGA PARCEL MAID NO, 8842 � MASTER PLAN STORM ©RAIN No.3-2 TERRA VISTA PARKWAvx EAST OF SPE tCE AVENUE INTERSECCTION APPROVED BY DATE/-�3:v�� CITY ENG'NEERV LG f � � RCE No23889 DESIGN MADDiE AND ASSOCIATES, ING. RECOMMENDED ,t<,n OF SAN BERNARDINO COUNTY CONS -LILTING CIVIL ENGINEERING { DRAWN I'ND LAND PLANNING - SHEET 149 ,N.;Aounl; Ave.,Sulte tbs -. 9A.M. LPI-fAND CALIFORNIA,. .86 t(74i)'-__0g4ci � DF-G` CkECKED RCE No 149I¢ -DRAWING 11404 01T'r DATE 9 FS'FILE No 923 13 MOM= mmmMMMMMM MENEM MEE ME M on MEE MOMME M ENE- MEMO MOMMOM 0 0 0 rol moll 1 MOM ME BENCH MARK: 0 0 so 01.1110111110 MEMO 090M 0 NMI 1 MEN m MENNO 100MR-ma m ME mom 0 Mm 10 0 BENCH MARX NO. 90-B 0 mom MEMOME MEMMMEMEMENIME ME OMENS 0 OEM mom mom NINE No 0 MMIMMMMMM MMENIff, III MOM Eng 0 0I mom EMEMENEVII man rjRivE PIN w/c.-. TAG IN TOP AT THE E. END OF A JiEAD WALL MM 0 EMMEMEMEME FAM M-E-REMMUNIMMENIMMEM mm� in MOM No mom 0' No M - SIN x m mm - mm mom III INS IRS 11101111TEM, NNFOUNNIME ME 0 ME EMS 1 I 1 t 4 4— _ , J _ 1 I Q • 1 : , i f ` s { fi n A , I ,.4 {, l i ::i t►: t t I _ - F. t 1 T. it 0. 6 P5 J6 { ;I 7T { _r t +, I -rt 4 i- — c 1 _ i — - t i I 1 a 1 , 7 Y , 1 , -t 't 't �- � : •� : ( � -�- - 1 r r— ao - Y S� , 1 T' a 1 I t , , � t 7 t .{ y,v I•ti t 1 i t: (�y�J 1 tt y . r ( 1 Qi. f pf—J�V4 ? f , : r „ .. , 1' + y } J l' { 1 , , J 7 � .L- 1 f 1 + j 7 i' T k I t 6� P , } , : ' , Y f , ' t , ' t r 7,� ,� �• t . , 00 r/ 12 /3 l wCONSTRUCTION NOTES If J4 mg Wk 7,17 4o•'gam /,' Yy -k. n �+c p •i .i. I } a .' 41. �� I 5'V ; ;g •ro:,' 'r ->-- ' i 1 014 a . _ - •' r - a .:ti._.,..-..-•.ti""`••..--• ' �• ` . t<D� 1 � 241 I ,�� ; '; ���:-„ir t ,x@ _.•---.-- 1 t_ _ ,� _ �� L t ,Y 1 . 3, • , - R•2L 4' R•26 c DESCRIPTION of REVISION GATE APPROVE CITY of RANCHO CUCAMCNGA PARCEL NIAP NO. 8842 VM P/Nr y% 516;NINr PLAN TERRA VISTA PARKWAY !:ROM STA. St52 TO STA. 20+28 APPROVED BY /i A, E DESIGNS MADOLEAND ASSOCIATES. INC. RECOMMENDED OF SAN BERNARDINO COUNTY `M CONSULTING CIVIL ENGINEERING DRAW( AND LAHO PLANNING • Si<U: T dG 5N, Mountain Artie Suits los /eAd1'. MB. UPLAND CALIFORNIA 91786 ` OF N E(l1N 914E-0949 L s 4I a NECKED ✓J . RCE Nc/M* LRIAWING NO. R,n REDUCED PLANS C I 2 3 r-3 INCHES ON ORIGINAL PLAN cirr CIA �� k-5! _923 FILE No f?rc: NW. 7ERk4 V15TA NEIGHBORHDOG P WK - - . I - . . -., I I " '' .. . � A, 1� I - " 91 -b - I I . f -- - 0