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HomeMy WebLinkAbout1.2-2548AB{ t. F i 3 monnamms] -N,I,TAT V 11,,E W, -$:A I�ON KERN COUNTY, CALIF. SANITAR:Y SEWERS 2548 x u • ^ AVER CON`".TEWG F^AG N: ER AS BUILT INDEX OF DRAWINGS .a�awNER. Rxcuaecu sTCHAYCR uA700//0/62.. PAGE NO. DESCRIPTION DWG. N0. a- / I s S TOCKDA H1 HWAY I D LOCATION MAP a DRAWING INDEX ' 129 1 2 M"1 2 D PLAN a PROFILE - KROLL WAY _ 130 is r � MESA VERDE LAN � 3 • • - JAMAICA LANE 131 MH. N05. CHANGED 19 Q O �� 12 4 - EL RIO DR.' W. OF JAMAICA a S. OF MESA VERDE LANE sTAR_ h _ • • MOUNT T G , MESA VERDE LANE, M H. 1 to M. H. 3 132 20 0.2 o i3 r Q 5 0 - VISTA VERDE WAY r 133 , 0 ' 6 • - STARMOUNT LANE a 21�Pu Q+ M Q �o� a MESA VERDE LANE, M.H. 18 to C O. 1 < J � O� `v • - STARMOUNT COURT r 134 9 7 PROPOSED ROAD STA. 0.00 TO STA 234 II LINE "B" 135 , 23 Q`he Is 8 z " " " " STA. 23400 TO STA. 28.61 LINE ° B" 136: j �? 9 z ,� " - FORCE MAIN137 PUMPNo s 1O w4y le J? 10 w " - " , w 138 n �O to it.. I -13912 - 17 r +49 a ;- I/4 SECTION LINE I r Drawins 139 and 140 do not reflect "As Built" conditions but will not be.revised. GOLFi I j I 1 NOTES' COARSE 1. V. C P JOINTS SMALL BE OF THE "MOT POUR", •COLDw POUR", MECHANICAL COMPRESSION TYPE, OR MORTAR JOINTS, z d 2. ALL HOUSE LATERALS SHALL BE 6" V. C. P, j 3. FOR DETAILS OF MANHOLES 6 CLEANOUTS SEESTANDARD 'DETAILS. III IZ d ' 4. BENCH MARKS m ( .. 3-1 TOP 2" BR. CAP E.'1/4 COR. SECTION 4 37768') 377.663 4-1 TOP 1" SR. CAP IN CONC. MON. N. 1/4 COR. SECTION' 4 ' 378.163 - /.S ( Q - 4-5 TOR 3" OR. CAP SW COR, SECTION 4 372.433 / CA 4 7 TOP 3" BR. CAP S. t/4 COR. SECTION 4 374085 _ ��� - 4 9 TOP 2' 1. F. AT/NEAR CTR. 1/4 COR. SECTION 4 379.246 1 S/�� �f /MOCE MAIN i000 v _ I /, A$HE ROAD TRUNK fi- 3 ' \ J I . R y - 4---=---�-�� 1 3 8t9 19 10 .. PR POSED f No x 1 • ,. _ 8 I .8483 82 9l 1 THIS` DRAWING��� I TRACT - REDUCED TO 'h SIZE QUINTON E4411•I.T0 Q U 1 N TON E N O 1 N E E RS, LTD. OUINTON ENGINEERS LTD. BROADVIEW SANITATION "CO. OFFICE OF COUNTY SURVEYOR LOCATION MAP a COUNTY OF KERN, CALIF.�£ Jo. � •iazl � -e PIwwwiwj •w9i w•• ries. a v C t.•st•0t + - f SANITATION co 9503 �y�,, " AND •� c Nwe• n t e. No ,'+F[N . r•iutafN _/. - '�r DRAWING 1• -� <-l.r.. Aa A.t•1;- Crtt T•.. i'r = DATE Aucusr?, /�di DATE qs �� i�G/ r" DATE,,. E -i5,. __:.�.�9G! INDEX o..a NO. 128 - _ �.- �,► 61623--1!' _ -- T _�, _ :. - y. �,.,.-� �..bks,>i.��c�ba, � �..�w a:a•' _,�" - �__:..�,,,,...�.�,,..�_�.,.� -b. >.,x. _ � - _.. _...-��:,s..�dv... �. ..._.,. _ ._-�: _a: . � t.,.-`�:a�.�_b..-�':��...��`6.:A,.,.:�".,w�.�3�.�+-,. �'d.:�������....�,e. :s�.��r^ -^e..�:.� ro� Z T : 1-6 _ t—t-"-7—�—Y -< CVt_ T , i (�rOil 4411 r T &. i r - '3— , w. i : i ..-_`-'-----'_'- - `- - - -. --'_.__.._.,. ____- _. .. i -. } - -:'ts rte•.._ -i. - irllif { O S sea Ave s /O See Arye 3 1 i6 ^1 y 1 MH Ne 23 ' t a 0 00 - -- J 90 k�OLo 9 yV Y 4 W -; Iv ��'� c � �__ Al /0. V C P/u Ens /Os ��Zh 5 /O'Sdubs 305' a „ NH At? 14 4 GO' /04 d•OS.d9 � PL RIV C C Fvr Forme- Nidi Ser .Ae A2 I 1 V i— /00 Q /SUMP//✓G 1 Q h Q oC THIS DRAWING S�i3 N '/5 Q v Q (� REDUCED TO Ya SIZII B. S. C DWG. /30 T - - {~ 44 R lb i i y _ rA id o a r 's C Z See Paye 2 �/ ��— __ , 35 • M.N+. // .7s , ios Q /osJAMA /CA ; .Ilk .8J /05 N/ 3.A3 Jd /00 OQ v - 35 .� 0,87V I g M. N /Vt. /O 3'y «Yo 30 r 9 ' -3�2 -Y'l0 -a78 1 96 O• , ZS ;s.00,poE 1 , ^ 44 05 (, 5, .5L 8__ 25 Lay�es._CJ --- •Q3�'--r-a�Y.-4'..•_!_ X>4O' - BAY -CSP. t I � ; --- ,Ser Rrye B 35 1 © �1 1 40 �7 §! /4f �; , 1 /40 1 1 , /,67 1 /36 li ok 73 " _ I 76 9.2 ® h Z•73 Q 4 r TRAcr ZA4"AGES i' t CHARLES J. HAVER --CONSULTING ENGINEER AS PAJILT DA,i\ By OWNER R; CO. -.[)ED BY C HAVER DAT[ 1¢//716-' Q q"o, Q, /9G/ &A C 49W6. /3/ r.4vq cToll PS�PAGE� --: =_- r : /.S so 6 37 5'6 xsb CHJ. HAVER-•CONSULTINd EN AS ll! -111,11 DATA $Y OWNER RiCOROED BY C HAVER DA'tt-41/ THIS DRAWING " REDUCED TO V2 SIZE © a1, /mar `•- .; tea �y 6rrb(s Cluj_ t - 1-t -�-"`�'—. - -_ _- _ - _ _ _ -, • .: :_ IDOL- - _ .. -- 1_T-. - S - _ ._.__ -+ _- - +--'-`T • — £ r I : a i 1 I s TKibp DRAWINt3� 2 � /3 ^ Q REDUCED TO A SIZE -- -- ,62 40 25� Line Faso enf - '' ME wE— W e GAN lac /4.z Al 4.27 2s OO 0 35 35 / CHARLES J. HHAAVER—CONSULTING "E 011 DATA BY OWNER Sam Pages THIS DRAWING 0 RFDUCED TO is ; SIZE 1✓ ss "s- 40 40 40 40 40 40411, • 40 O 40 3 T 1 D -47 wwy /•/I �. ZOO 196 s:f . ' of } �y 6rrb(s Cluj_ t - 1-t -�-"`�'—. - -_ _- _ - _ _ _ -, • .: :_ IDOL- - _ .. -- 1_T-. - S - _ ._.__ -+ _- - +--'-`T • — £ r I : a i 1 I s TKibp DRAWINt3� 2 � /3 ^ Q REDUCED TO A SIZE -- -- ,62 40 25� Line Faso enf - '' ME wE— W e GAN lac /4.z Al 4.27 2s OO 0 35 35 / CHARLES J. HHAAVER—CONSULTING "E 011 DATA BY OWNER Sam Pages THIS DRAWING 0 RFDUCED TO is ; SIZE 1✓ ss 40 40 40 40 40 40411, O 40 O 40 3 T 1 D -47 wwy /•/I �. ZOO 196 .......�«.......«...».,»......w - e,�_.,,c„s,,.. �_._ � �.-...�. ..�.. 9.. �.:-.;.,. .•".��.___ .::,kzk..-.._,.c.,.1z..,.^taw.=m�,�a.�w..:��.,«�,....m.:.s..,. �-t�,.,.,..a. ����,M,.��. ter. s.:.n.�.n.-�:.,,.a.a,,..:ara...,.._.a.. .-��...-_.>......_�„_.,.... �.,�..,..,_.e..: �. ,., a. ..... ;as. ..x�.... �, �.. n�..at.�-. ". .. ... .�f�,..e�..:—"_.. �, ti......,,:,o.�-,.t�.�.,a..".,.,m.v-ew,,,�+: - :..swe,,. zoi8 f0 zL Acq 2-/9�f [�I 1✓ ss - — • ifs♦ 23 v- 1 .......�«.......«...».,»......w - e,�_.,,c„s,,.. �_._ � �.-...�. ..�.. 9.. �.:-.;.,. .•".��.___ .::,kzk..-.._,.c.,.1z..,.^taw.=m�,�a.�w..:��.,«�,....m.:.s..,. �-t�,.,.,..a. ����,M,.��. ter. s.:.n.�.n.-�:.,,.a.a,,..:ara...,.._.a.. .-��...-_.>......_�„_.,.... �.,�..,..,_.e..: �. ,., a. ..... ;as. ..x�.... �, �.. n�..at.�-. ". .. ... .�f�,..e�..:—"_.. �, ti......,,:,o.�-,.t�.�.,a..".,.,m.v-ew,,,�+: - :..swe,,. zoi8 f0 zL Acq 2-/9�f 4 L< 8_v—cp. ?93_ 4, A 7 k 7 V I A- 7 - - - - - - - - - - - - r TT 40 10/ 1. P-50 See Apfe .7 lot, t44 I 9.34 -; M, 0 v 0 xxo 5TARMOUIVT COURT PRO F14 E D-17� 40 1.57 CHARLES J. HAVER. -CONSULTING ENGINSE' AS n 1, 4q.,T DATA BY OWNER THIS DRAWING RECORDED SYCHAVER c—i,10117162 A REDUCED TO V2 SIZE IL h , k i�, . IVI PVII�V VA7 S_ A_A_ & I As C. IOJVC-. AIR /55 rvRer C9_19PAGE-7- wlp -+7 7 71 -f - w fi + ts PAO_ IFIL 6 PROPOSED ROAD -4b wa- V, 46? 462 4o; 2" OH. �U^ff Soa P"0,7 "3 1MH Z 414f Pl_A41 S",/.: /"- /00, THIS DRAWING REDUCED TO V2 SIZi -sca/d. _/ ._/00 THIS DRAWING �RM=Ell_ TO- Yl SIZE, CHARLES J. HAVER. -CONSULTING ENGINtIR AS rk-*'UILT DATA BY No CA-9- RECo!.'DED BY C Narsr DATE Z/L CHARLES J. HAVER --CONSULTING SM AS BUILT DATA BY A. "A-9" RECORDED so�0��9 �/ ,40. -CW Moen PVII�V VA7 S_ A_A_ & I As C. IOJVC-. AIR /55 rvRer C9_19PAGE-7- wlp -+7 7 71 -f - w fi + ts PAO_ IFIL 6 PROPOSED ROAD -4b wa- V, 46? 462 4o; 2" OH. �U^ff Soa P"0,7 "3 1MH Z 414f Pl_A41 S",/.: /"- /00, THIS DRAWING REDUCED TO V2 SIZi -sca/d. _/ ._/00 THIS DRAWING �RM=Ell_ TO- Yl SIZE, CHARLES J. HAVER. -CONSULTING ENGINtIR AS rk-*'UILT DATA BY No CA-9- RECo!.'DED BY C Narsr DATE Z/L CHARLES J. HAVER --CONSULTING SM AS BUILT DATA BY A. "A-9" RECORDED so�0��9 �/ ,I tT. _ J ` pr. t t v 4 i il y T�' 4 ¢k / k i a i n E .. t' - .b kn ,I / n BURIED jW M/N/MUM COVER sead Lines" P4AA1 THIS DRAWING scu/s /=•ted REDUCED TO ak S1ZE A O O/TG E.E. /3//ZO, CHARLES 1„NAvf.. '^R'iULTING ENGIN R .”' Z4 ow Ea', o NAv6e DATE 9 28-4� - RCCO':DED wY. � �NOTA: /9/J pipe to s/ope dewrri n v foaw�ds discharge.- . If �/6 t 0. / n BURIED jW M/N/MUM COVER sead Lines" P4AA1 THIS DRAWING scu/s /=•ted REDUCED TO ak S1ZE A O O/TG E.E. /3//ZO, CHARLES 1„NAvf.. '^R'iULTING ENGIN R .”' Z4 ow Ea', o NAv6e DATE 9 28-4� - RCCO':DED wY. � �NOTA: /9/J pipe to s/ope dewrri n v foaw�ds discharge.- . If �/6 Y co - 0 — le \< /OTE' I E".8000 - 71, i v-oO i LOCAT/OA/ S/ZE OF , i GATE /JEPE•(/L)EA/T l/POL/ 5/ZE � TYPE OR 2 "01311-F E1yE/J6e41CY - POWER COU/PMEUT i n ; i I SE•QV/CE POLE i SF_IVEt L/,C;E� ` Imp, S G G. 30 i C C.vA,'A/ L/AJK FEA/CE� i D P G A c 9 - _ _ 4W._ 36.3 80 � 12 4 .' � � 8 - - 3 2 \ SCACE 1 STARTER RACK & CONTROL PANEL SERVICE POLE METER BOX 6' CHAIN LINK FENCE-�:) PLAN QUINTON ENGINEERS, LTD. OUINTON ENGINEERS LTD. BROAOVIEW SANITATION CO. OFFICE OF COUNTY SURi2fVEYOR 1-1 p1a•wiwg ••si•s•r{•s orc Ai f•sf•r• - � �� ssos COUNI,Y OF KEJR�j� CA IF. Nc[ w N� f R"CE 9899 / DATE GATE i oaTE__,4u�g, LOOW_ QASE !-� 90LTT LEA/GTN J " 4 /��-�K�'STD P/PES �• OETA/L (B� _5GALE /=0� ro - 1�iP11��i1/15C►�.�U� E Q 3.@ N P 17M BNV/-,ct W'7T $W 1,. 3WWR �t�CL fi�Y/M 0 A-JFJRe.aFd8r/,6-1&E9t EA&!�AELBOW PUMP r{"v�d�RF!/�J�[x'6d�lrc/�'IPE !S� il-CNECC VAC VE Q'GATE VALVE Ji 4" SPOOC P.�EC E rd 2'-90• ELbOl4� Z GATE M1,V5 iO".20"MA//HOLE © ELEGTPOpE MOTOP CnA17-Q0L-E.P /� H/GHlVATEC AC.44M G- SPOOL PIECE (FOQ FUTUQE METE2� /G%r LOVG © Co"'"d/AT/OA/ Q/G/s'7- AL/GLE GFAp /7,47/va" /: ? /vCRLAS/UG /7ATi0, W/TN FLAT AULLEY ATTACNMEA/T ('' O/A.), ./OflA/STOA/ PUMA CO. ','A /5 ap APPROYEi> COZIAL. Q.NNT ON [MSA! liD s►[C NO PUMP STATION NO. 3 lo. No 61623 'A"�- _ sAMITATION co. Drr No X39 _ . 61623 -7 _ - 1 � — CN/iN U.VK FEAT, 19' Ni4N x x N/GNWAr_i1 A AXA4 MOT6P ACRAfm44 B& OE EARE STAA St. .7U.VPER GLFCTRTb OOE, MOR C R •LGA ` s x SEMNGE PUa1W L t • c/2 �"RiY.0 . W, P, PULL BOX L"r O'r 4• �) - S -''/P• 4f` FLdX. cONOU/T . ) x SEWAGE PUMP'�P To A/OTOES, ELECTROGff �� / )< ,%UNCTION BO ` --1 G f N., --- C 4-•/t-1e x i lOPPf,t•CLAO GROUND ROD ME7EREQLyPMENT /''L` K x XPf�K X SEK✓SEK✓/rE PoIR� E o TO�R STRTER RArle RI,9A,PESrlAVM,9 _1-0. COPPER 64VwV,0 ULSLE P ,4 SCALE Y = l'- 0 //ASN WATER ALARM —� ELECTRODE, MOTOR CONTROLLER J41,14 /ON BOX I-d/Y�'FLfIC d •%t �"Flab( C S -v/2- p- 7x-5TPUSH BUTTaN STATio v �— Aform TEA'MINAL A#Y 5EWA6E Ail WW"/102 SECTION SCALE 46'= /'-0" LEVEL 40,4- _q,0 3'.!t• /NCON/NO 117,ilre SAA//CE, II06,131, 6t)_ Qt /004 501 C✓ - _Zror- .114 - 4-o_nn. CAV ren'.-4;yRCJ/T_ OR, RATCNfT TYf•f SEQt/ENlF .PfL AY — t /R Abrr ^44-!aT/N ELicr~E --- 0 mor -LOCATED /R/ Fl oc of AT MOTOR w/ kms_,,, 3R/ SEwAyE P4WP�/ ® 3Rt 7EST-LLr47d.0 44 OA A- 3P•,aKR 4T MOTOR #2- 'L /RrXZV 3EwAfif PUMP 01 MIND STANOBYPVMPCL/iN U � ELLCTRODE N/GN WAW 4LA00 ELECTRODE iM pot_ SEWAbE PUMP #/ ecv,OL bT SEWAGE PUMP a+t 4cv/ ONE LINE DIAGPAM Z- i2-/jc /A. GRADc LE✓EL 4 ff rRICO 5RI / 0 EILMENTARY WIRING DIAGRAM OF SEWAGE PUMPS NO:I � NO.2 14 V It' GONCKETE f OOI/N!e o I _ SECTION u. SIDE VIEW No SCALE I I U NO SCALE - �; IL �J I '0 N ENGINEERS, LT Do QUINTON ENGINEERS LTD. BROADVIEW SANITATION CO. OFFICE OF COUNTY SURVE' 9 COUNTY OF KERN, CALIF. • • A ♦/ I•♦ • I I•� • • P t A 1 1• t 4 Y P• t�y 9503 ,� J HAVE RCE NO, EN OY EAo MANAGER l as Angeles, Co I I f o r a f a DATE AusUsT 7, ,141 DATE -4- -f / 9L / __. DATE S29Lm CC 0. OPLRATTON Itora.l CoOdl jyQLL . /54 is level duty pwap tui in cleat rode Initiate* oparatf o• t., energ tato„ rel., 2R opening ­tett 2Rl wh/cY Raech•t ke la 1R. 1;ontacta !k/ or Ik' (whid — p,osite, in operat ten) •tort pumps Mo. 1 or No. 2. When the water build. up to higher lewd grand hY cut to e lactrM.• tineas e,urgtaing ralay 3g. Cwtt.cta )al ad 3#2 start ,'lemp N... 1 or We. :. N r nt.h uaesr krCeeks aatl•Had_ a raver.. soq_g 1. p:•erre lo^ take. plate r.00tting the Ratchet Play to Alter - Its peeps No. 1 and No. 2. .. Abner,sel_ oodWon . It the high water level persists until the high tater leeel - olecu­,e cloeu, red pilot light is lit, and relay 4R oner- glaoa the hell circuit by closing contact "I. iecuenca starting sed stopping will will reoccur in the order descri%od. Ratchet Relay will alternate the pusp asters. OI Mater • acket, kain-tight. 2O ^i s<Onnocc Switch, 250 t', 1 P, current rating and fuse at"s noted, rain -tight, NEKA type 3 It. IOPull b" with cover and solid rubber gasket, 4" z 24" z 12". - 4� iaabinatlon tscor scAfter with circuit brasses, 240 colts. J ) P., 120 V. opepclrV coil, •ire as noted, gain -tight, MEMA type ) F. OS ti.Ia cabinet, hingad lockable door, ratn•tigbt, MONA t/p. ) h, o ti IC 111 nr.eke1, rat,-ri; r, type 3 R. 240 volt, 15A, 2 P. 7 ire cvpe t ,aforme r vel tistands rd prismry tape, llaos R insulation, 1.5 KVA, 240 it 440 volts to 120/240 wlte, 1 0. outdoor type. 6� C—.nience outlet, gronding type, weatherproof, covet with spring Icor, 15A. 125 �., 9 Blood It ht, ihelda 1306, w/300 par 5e/WPI. IO Alarm ball, weath.rproof, 6", 125 volts. 11 Pilot ifght, */red less, high Water alarm nsseplots, resistor type, 120 volts. I2 Ahem nut switch. l3 Wood polo, full treated, plea. 4, 110 ft. l4 5/8" z 10•-0" copper clad grmo4 rd with 3•wey grawA connector for 12 gro•W cthle. 15 1-1/4" rigid steel conduit gals. l4 3/8" , dolr w/nut and washer. l7 4" channel, 5.4I 18 2 z 2 z 1/4 angle iron. 19 Ratchettype sequence relay 1R alteroatas Pugs go. 1 sad Mo. 2, IOA, 125 V. /MALAY 30 21 21 Relave 2R, 3R and 4R. Two norm►ily closedad tw cAzimir y opened contacts. 37 REC cond,,tet. 24 SERVICE MEAD, S/2f At No, -SP 25 F/644 at /Vaov Afc`dLv/N4 OWfoe CAwdtW>' y4 AIELAY JR. ONE ~mA",1 LLadEO 4,VP ONE 1 1WR.y4LLY OPEN COWTACT5 T /N REL AYCA.•/NET 1.2-2 ELECTRICAL DETAILS PUMP STATION NO. 3 O.I.TOM IMab, LTO pant ' o. Joe 0o 61623 , SAWTAT10" CO. Op •'� ..Oat owe 010 140 4 0) In 0 0 a W In az w 4 0 2s 1, IL 0 'It to BSC 168-�_ AGE -J-, BROADVIEW SANITATION CO. KERN 'COUNTY, CALIFORNIA SANITARY SEWER;, INDEX OF DRAWINGS EL RIO DRIVE & STOCKDALE HIGHWAY PAGE NO. DESCRIPTION DWG. NO. I LOCATION MAP 6 00AW003 INDEX 16111 2SHEETS:3PAGES I PLAN & PROFILE EL RIO DRIVE N OF MESA VFRM VAT 162 SCALE: VERT. Ir. IV STOCKDALE HIGHWAY, mmt TO MHS HmI- 1.401 r. 3 PLANII, PROFILE PROPOSED ROAD, MM2 TO WN 3 169 PROWWO of THE OFFICES OF CHARLES J. HAVER -CONSULTING ENGINEER THIS DRAWING* PASADENA, CALIFORNIA REDUCED TO V2 SIZE BY4i-----.-_._._-_..-_.-7_ RCE 950j7 PAROCHIAL SCHOOL SITE C"A*t.is 4 HAVIIII-ComstATING BROADVIEW SANITATION CO. STOCKDALE 'I I VC P JO#NT% SHALL BE OF THE "NOT -POUR". "COLD - POUR" k— NOTE AS BIWIT 4T z2r?�- DATA BY - OW)VE'R MfcN.wcAL COMPRESSION rymoo MORTAR JOINTS. DATE FOR DETAILS OF MANHOLES & CLCA"OUTS SEE STANDARO OIEMIULS. R#COEQID syr S. TRACT 254e: BENCH H4711KAS CAP IN CONC, MON. Id 114 CON. SECTION 4 378163 F OFFICE OF COUNTY SURVEYOR 4 SAW CUT EXISTING AAVE%WNT WHERE NESSESSARY FOR NEW CONSTRUCTION 5 PAYING REPLACEMENT TO BE MNNUM 4- ROCK BASE A, 2-A C. PAVEMENTMESA VERGE WAY COUNTY OF KERN, CALFORNIA UNLESS HEAVIER PAVEMENT IS REOUIRED BY THE COUNTY t p( 11) d DATE f lAr L�AGE-Z-- NO OPEN CUT PERMITTED DETWE:E�N --T STA. 1+97 & S A. 10 27. INSTALL " V P PT:- IN 50' OF 18" JACKED IN PLACE STEEL 7 ENCASEMENT ACCORDANCE I PARAGRAPH If I* -15 Of THE ORC w STANDARD SPECIFICATIONS. IT I IN .E: I is 312.50, CHAk- J. STUB B U!11 + tAK3 OWNS& Line of R r RIC ko %Y %S. Section Line, PLAN Scale= V. 40' TRACT 2548 3 0 L! L _JIL d_��- L t—A f E*0 T I i -i -d L 4 '4 L WAr 0 31; PROPOSED ROAD 'o > cpm w M.H.4 _j _ < I 300,00, lr STUB 0 M.H. 3 ------------- T CHARLIS AS BUILT DAVA Sf ow&M 0^,E 7-17-64 laccrow sy PLAN T141S DRA"OVING SCALE: 1"-40' REDUCED TC 1V2 S!ZE PAGE-, + T77,`-� + J L�44-1 r--- T T7 T A 7 T TT IJL T-1 L -7 + 4 L _ L; L 7 7 A --r—T7_ _T i j 4- 7