Loading...
HomeMy WebLinkAbout10.3-111STATE, COUNTY 0 vil - - D 199i Z Uj oZ 01 if,y t. .Z 0 •Z osa 3 ffls,-, X a, 0 U) M-x Av CALIFORNIA OF OF PUBLIC woRKs MT. ''TER O,N ANIMAL S11EL - .VERN . ADD KFNNFl. RUN AND STORAGE SHED I II Monterey in 2506U 6; St. L in - 14 Monterey sr Lake U) 'TUN" St. Cr > LID _JL _5L 10:� Kentucky§ f-r Elte INDEX �6 + , 4 AV D �6 —F, — o- : I In __ - Center W I'll St 14u5t �tF !! P/ M 0 E ti Z Security Ave. Mesa I ID, Z Mes SIERRA Fre C I.; Ave. CHOOL _j w Ave. Cotton Wv. -a Harold rSL1:1�'ex1ngt1Dr C_ n Lexi c vN OM Steele Prospect St. Uj Fin ore Ave P/ E IFO rc 1A AVE. ; 3 iee U U) ;W.a —M rt arper A 6. Henley Gardenia Ave. Earl I St (n Ko per V_ v c: a '0 >- Tony t 0 E e Ln > ",ne/4 .� .2 t. Adelante Cir.. I L a, rc u 4; Citrus Av Cl r ..' St. Lucky Ave W C Dr Lucky Jean 0 M > M Avenue iE C 0 to 4 lac Ave. L) 2 MT Potomac Ave. De W I Sc 4j Victoria Dr Park f SCH. I (n " Ct. Cn in ta . 4 4; Buddy < <> Dr.w h E CD Holly Ave. % > LU C C U) 0 WM N H user,22 $t. L ID c: Pe > C < Paula > C, C 00 U) 00 Irtki 0 I- co Vir E 12 2! 0 cxr Deacon Ad. c -R Ave. m ainia Ave I U Is n 3: _c, M C Lin) = 0 0- KERN W F.D. CHRISTIAN < X Cw C U) I 0 CH. E. rd St. W CD W All0waV VIRGINIA AVE. _V6 , Z. Z . Z. = SCHOOL, CD 0 Z C� cr E M Lu M, Dee Ave. E. Texas St. Texas Sr. E Texas St. 0 Charlie Ave IS119-81 CD S Z a Be?gauist Ave. 21 Uj 4.A T BRUNDAGE LANEt> EAST BRUNDAGE U 2000, MEN W *F Lopez St. E D_ 7-0 AV IMA L KimheE Ave, ■ C All SHELTER" - _j 0 58 • rt _j W, g _Uiau te, H. 0 BAKER SC M t. Vernon REGIONAL OCCUPArIONA 4M AG CENTER SCHOOL � 1. 0- E Terrace WRN H.S. D/SrOICT) Sewflee Tireatment 1�0 Zept* LOCATION 'a iL Plant I I I I I f, 0 C • Shirle' y KERN COUNTY .e Porterfield Z a. u. S A 0 FAlf, �$CHC 11VE0 r �ALLE GRANDE Z % De of Water"Resources P GOLF COURSE, t. 0 Waste Water,. $haw St Trealmetil Plant, go'(W S I f LWI VICINITY MAP NORTN N.T.S. EA B -REQUIRE D CONTRACTOR LICENSE CLASSIFICATION (S): SHEET NUMBER TITLE I TITLE SHEET 2 PLOT - PLAN 3 FLOOR _PLAN AND ELEVATIONS 4 MECHANICAL AND PLUMBING PLAN, 5 LIGHTING AND ELECTRICAL PLAN 6- DETAIL SHEET 7 DETAIL SHEET 8 DETAIL SHEET JOB NO. 771-2760-87-8170-G87 (KENNEL RUN) JOB NO. 228-1610-87-7124-G87 (STORAGE SHED) I ■ i _­ I I 0 7 +SOS + w 0 N w 0 m 7 +50S 9M �� n9 + 0 N ' N N .............. .........I ...................... ............. .............. ........... ............................... - - - -- -- I - -_�- - --'I I• r - - , .......................... ............ F........ ............................... t cuR13 .. ....... ............................... - - -__ - -- - -- - -- _ - - I I - _ _ _ x t s I t F I R C- NOTE EDGE o1= CANC ! ' 1 I --• , - -� F't -ASH CANOPY YDR.4NT i -^ .n2...;;:r:::;.< .> Rrr:;.. r:;. rr :..: ..:..:.::.:..:...........v... «. .._ ;k • 1 6 C.L. NCE ::.:::::: _ :::..:::..r:..::.<.: :...,.::., r:<.r.<:::.:::..:<:::...::rr.:; .<.r:..:..::r.:. ......L:,::::::. � i �7 0 .2... .. .: ..:..rw?:.,:w..... ........... Y.:.: r.,:G.:v:,r,.. THE SGALE t T .....:...:.::::::..::: S , AGA N D NO r;::::. � ...:.:.::.>.::2r..:<:.:;.:.: r:::::: r:.::::: .2::::<::::::::..:.:.::.... ST B t L I .:.r�:3...: >:::; :.;:: ,: :r:..;:. :I'' IE.: .. r: t U NG CONFIR -MED wHE2E _ • -_�__' SHED T rr AS 2EgV12ED. ��t N „ Ir I 11- F` kcE E EKO - - - -- EVER THE 1�OTTF_V 31 -5 / Alo,4 ,EL- EGTR/CAL RgNfL "` Ixt I X t XT AND LINES APPEAR , RELOCATE DOWN G. t .. I O EF E- •, SPOUT TO E T �: I T M t? rr ffnn Y tt lUJ i t I I 1 7- / • ` d :2:r::: N ONTO CANOPY—_--- I U t k�i I RAIN 130X 0 I i K 1JE 3' GATE l FIC BURIN x 1°+45E 131 B I APPROX. LOGATI H j W •� L i�lV Lv t' O F EX 15T. GAS H E I .:. TAP i NTO E I i N TO I a X 5 G I 5 RAGE X ti �9 3( ��` IN E TIO ��.G x 18 DEEP. REMOVE LDW 1 I TELE. BvILOING I WATERLINE AT o5E NEW L t E 6 OG. FOury D (ON g 1 t3 B = II /2" RECONNEC'• _TO Eve! I - -� I :. ' O.H. GAS LIME F OM ELECT. Ox ( I 1 -- - !-- F U. H. - - -- i it A IT x�0 y- �, --',p' i gALCAN BUILDING P20000T5'( I ALUMI N M CANOPY 14 1 x 22 x 10 I :;::::::::� •••••••••... 8 A: ,.._HIGH - LOPE TOWAtZ.D NOFZTH INCLUDE IZA(N GUTTER ALONG NO2TH ND WITH t>OwNSPOUT. V ------- - -- - 5 NEW 1 :.:;: #:.:: .. ::: All HOLD /NC7 ¢ GRADE AS DIRECTED BY ENGINEER. 8 +25S F NElt/ lv C . L F�"N�CA�MQ�^ `✓ /RE To M4TC� -X/sT• (13�' t) _ NEW HOSE SI B[3 << 5EE SHEET N0.4 i GRADE A$ DIRECTED BYiEN61NEER Q //),7 C.0- (sEkvIere> MOUNT ANIMAL FEE0E25 FROM EXISTING HOL -DING PEN TO COL -VMmS OF CANOPY. I- OCATtON AS DIRECTEo By 'THE E.NGINEECZ . i �_NEW •72' x 30' x IZ" G.I. VVATE2 TROUGH WITH "HUDSONK WATES•Z CONT20L VALVE. FINLAL LOCATION! AS DIP-ECTED BY THE ENGINEER._ - _NEW 3/4" WATERLINE W1 "HU0 5 0 N" WATER, CONTtZOL VALVE 11,45TAL_LED AT TRIOUGH . j 9 +00 S .r. 1 M.H.— +�p'��•.•;: t I �ontT�eACTO�Z i L'_�_J I, 11+ oo S I 1 NORTH 1 'i 11 +0o S 1 I SCALE i" = 10' EXISTING TO 0 'i /SILL FU,4w1sH it 1A,4s7RL..1_ N,E✓ /o' x /o' A -iE-7-4L APPrzoximA-rEL_Y 72" HIGH _ �TYI°ICAI_. Or Z7 NORTH L ,EG�'/V'D �vnnrf.tvT INTENT TO REt -oCATE 130X . 2. o c C NT2A -j"OR SHAt_t_ SUf?,MIT 5 COPIES OF SHOP Dc2AwING5 of EACH AL- UMINUM SHELTER F'O>z -. SCALE T" = 20� j �'AD 7 HICK ) APP20VAL- I3Y 'THE E- NGINEF_P_ , 11 +50S 0 0 0 0 + Ill 0 N REVISIONS `�1 -,! -DATE DESCRIPTION NEW r_oNCRETE PAt> 611 'THiGK. MATCH aXISTING CONt.C2ETE GP_A0F_ WES-r SIDS. GP-A>7E EXISTING GP -ouND AS NECESSARY. W X NEW CHAIN LINK FENCE 0 m REVIEWED BY RECOMMENDED FOR APPROVAL APPROVED BY _ 9 F NElt/ lv C . L F�"N�CA�MQ�^ `✓ /RE To M4TC� -X/sT• (13�' t) _ NEW HOSE SI B[3 << 5EE SHEET N0.4 i GRADE A$ DIRECTED BYiEN61NEER Q //),7 C.0- (sEkvIere> MOUNT ANIMAL FEE0E25 FROM EXISTING HOL -DING PEN TO COL -VMmS OF CANOPY. I- OCATtON AS DIRECTEo By 'THE E.NGINEECZ . i �_NEW •72' x 30' x IZ" G.I. VVATE2 TROUGH WITH "HUDSONK WATES•Z CONT20L VALVE. FINLAL LOCATION! AS DIP-ECTED BY THE ENGINEER._ - _NEW 3/4" WATERLINE W1 "HU0 5 0 N" WATER, CONTtZOL VALVE 11,45TAL_LED AT TRIOUGH . j 9 +00 S .r. 1 M.H.— +�p'��•.•;: t I �ontT�eACTO�Z i L'_�_J I, 11+ oo S I 1 NORTH 1 'i 11 +0o S 1 I SCALE i" = 10' EXISTING TO 0 'i /SILL FU,4w1sH it 1A,4s7RL..1_ N,E✓ /o' x /o' A -iE-7-4L APPrzoximA-rEL_Y 72" HIGH _ �TYI°ICAI_. Or Z7 NORTH L ,EG�'/V'D �vnnrf.tvT INTENT TO REt -oCATE 130X . 2. o c C NT2A -j"OR SHAt_t_ SUf?,MIT 5 COPIES OF SHOP Dc2AwING5 of EACH AL- UMINUM SHELTER F'O>z -. SCALE T" = 20� j �'AD 7 HICK ) APP20VAL- I3Y 'THE E- NGINEF_P_ , 11 +50S 0 0 0 0 + Ill 0 N REVISIONS `�1 -,! -DATE DESCRIPTION NEW r_oNCRETE PAt> 611 'THiGK. MATCH aXISTING CONt.C2ETE GP_A0F_ WES-r SIDS. GP-A>7E EXISTING GP -ouND AS NECESSARY. W X NEW CHAIN LINK FENCE 0 m REVIEWED BY RECOMMENDED FOR APPROVAL APPROVED BY SIGN ENGINEER PUBLIC WORKS DEPT. FJBLIC WORKS DIRECTOR DATE ` CHAIRMAN BJARD OF SUPERVISORS C•�''� DEPUTY DEPARTMENT HEAD DATE D R CT R PUBLIC WORKS dEPT. DATE DA TE r • DATE COUNTY OF KERN 4 t3 87 SIGNED BY PUBLIC WORKS •D STARhIES DEPARTMENT B BAKERSFIELD, CALIFORNIA CHECKED BY PLOT PLAN JOB NO. 771- 2760-87 - 8170 -G87 (KENNEL RUN) JOB NO. 228-1610 -87- 7124 -G87 (STORAGE SHED) JOB NO. MT, VERNON ANIMAL SHELTER/ FIELD F.B. 191 -L BOOK ADD KENNEL RUN AND STORAGE SHEDS SHEET Nn. X ` c /0, 3 - 111 OF EIGHT 00 �o oa oo a as a o a FT Al IL v lip ENCL05. DE-TS. 9 I� 1 ) �I EAST-WEST EXTERIOR ELEVATION SCALE: ELEVATIONS PLAN OF WINDOWS OVER RUNS TYP. EAST -WEST FACADE 1/4" = I'-0" i I ALTERNATE "A" EXTEND CANOPY TO 121 BEYOKO FeUILDING WALL_ EAG.I-1 SIDE - SEE SHEET *4. NORTH -SOUTH EXT. ELEVATION SCALE: 1/8"=I'-O" MEW FULL METAL_ SC2EEN W ITF-L ALUMINUM F2AME OVEt2 WINDOW (TYPICAL_ ALL 41 -c:)p11 41 -0, (TYP.) (-r P-) > -811 (TYP. c e -� GUIDE TRACK 7c ' 6 DROP GATE 14 GA. G.1. m 14u NO-re: V ELZIF`( D12-01-GATE DIMENSIONS ACC-012-DING 70 THE EXISTING F LOOR PLAN SCALE 1/4"z 1' -0" z REVISIONS REVIEWED BY RECOMMENDED FOR APPROVAL APPROVED BY GATE DESCRIPTION I,, t C; C3� SIGN ENGINEER- PUBLIC WORKS DEPT. i .�'� 4 i PUBLIC WORKS DIRECTOR DATE CHAIRMAN BOARD OF SUP@A VISORS I��FV PARTMENT PEAO ? DATE P. J fir. /� o � � ( J��t,{�: pEPU Tv D1 R C R Pu8i1C WORKS T. 1� �r�,..• i' ,r' �"'� �^„ r.�,,,,.• .. - .�- w.....iC,' "� t'"`Y` S. " F �'il ''.':y . F r t°;1 DATC J, a 1 DATE WINDOWS SHNLL -H EXISTING SECTION A -A KENNEL NTS TYP. GATE ( I.S. Be O.S.) 3 - 3 °x 3" G. 1. BUTTS GATE LATCH NEE ALL INTERLOIZ o EXTEP t02 KENNE L_ PENS 4 ACCES502Y DIMENSIONS SHAL -L. N1A -TGH THAT OF -f HE EXISTING, 2° G. 1. PIPE SLEEVE 7� W/ COUNTERWT. 6 FLOOR, PLAN & ELEVATIONS. 771- 2760- 87- 81.70 G87 228-1610-87-7124G87 DATE COUNTY OF KERN DEC. 10, 1986 PUBLIC WORKS DESIGNED A.Es 'DEPARTMENT T_). BAKER`SFIELD, CALIFORNIA CHECKED BY MT VERNON ANIMAL SHELTER ADD KENNEL RUN a STORAGE SHEDS _ /fl.3• III JOB NO. FIELD BOOK SHEET NO. OF EIEyHT "TAPEFZEC) RtG1O NOTE IF ALTEfZNATE. "A" IS NOT 4��x 4" G. T.. R:AtN , - ROOF INSULATION ACCEPTEP 5Y COUNTY GUTTEP, PAINTED 1 Aft TO 4" SEE C>ETAIL 2 I'TO MATCH FACIA t3 = I M . - 12, - o' W 6x9 FBEAM - WELD 'TO COLUMN a TRUSS I PfZE -FIN FACIA S I M . -ro 6 H 14 -TR-USS -JOIST $' -O" O.C. COOL R. OVE FLOW 1/22 "PVC -TO iZ OF VEN - MAKE CESSA ly ATTA HKAENTS -TO F20O ANo -' CON IECTION, ID VENT COLUmm IZ O1/,14!' .GTEEL VE21FY L..ENGTK FOR - LEVEL 200F TO 24" x ZW SA DN.THRU ROOF TO 4 — WAY � DISPERSION BOX SIMk%_AR TO UNIT IN NOTE 1 FLUE - j'HiZU �1 - - -� EXISTING XENNEL�. t R.00F P2tME PAINT STEEL RO -- -��—s2 �� - - -1 � COLUMNS 8EAM5 AND I -i2U SSES �t �t II It i 8x8x 1/4-2 -5 /8x 12!'A S f ! EXISTING SLAB CUT SLAB FOR 24`x Z,411 ,+: 20" 4 I PA D i ALTERNATE-- A - OVERHANG EXTENSION SCALE 112-11= 1'- O" - -` `---- - --- - - - - EAST Ek WEST SIDES NEW C.O. MECHANICAL PLAN NORTH TO WATEZ CONTIZOL- VALVE 4 SEE SHEE"j NO.. 2 NEW 4� vcp, 3�I CONNECT TO EXISTING fie , ) F� fig j,, EXISTING 4 " SEWER — `.. GW TO H.B. TYP. t}. _ ABANDON . '1 BELOW l GRADE (TYP.) 2i1 V T. 13EL0 FLOOfZ, / r---- i Fp n g If HB\ HB %4 CHAS ON. TO UN. f W/S,O.V. RISER-- �� 314 CW UP TO EVAP. FURNISH E INSTALL NEW ;, W 1�3 COOLER W/S.O•V- 4 C -I. SEWER BELOW FLOOR.. / `, 4 �y�`�„� ... , EVAPORATIVE COOLER SCHEDULE S ,�'-� .. MARK CAT. N0. rul FO 1 „Gw1 HS EC ARVIN ES6308 ROOF TOP EVAP. COOLER 5500 CFM, 4 1/2 HP. 115v W/ INTAKE SCREEN a LOUVERS, SWITCHES �— (FAN: ON -OFF 8 COOLING: ON -OFF) BY ELECTRICAL 500 LBS. WT. 3/41, C W ONTO HB It Z VE SE.LO f 1cw FLOG t` UNIT HEATER SCHEDULE Il �! tl 2 V.-f. MARK CAT. NO. STERLING CF- 125 SUSPENDED NATURAL GAS FIRED 125,000 BTUH INPUT Uy I /20 HP 115v W/VERTICAL 8t HORIZ. LOUVERS. WALL MTD. STAT r 4 180 LBS. WT. Y ,r NEw tyz �4 Cw ` 3/4 ctN yvATER UNE GRACE CTY ) C < HB • / f�I �} ACORN 8136 HOSE BIBB W VACUUM BRKR. 4 Y h 4 FO SMITH 2010-8 FLOOR DRAIN 6” x 6" GRATE, 3" WASTE , 3° TRAP, lie v REMOVE CAP ANt� ¢ I .� CONNEC -T TO I EXISTING f 4 CO.T.G. t EXIST. ly2 GAS U.G. g NORTH PLUMBING PLAN ' /wIt =1 -0 771-2760-87-817OG87 EXISTING 0/4" Y4 WATER LINE 228-1610-87-7124G87 REVISIONS REVIE RECOMMENDED FOR APPROVAL APPROVED BY DATE 108 NO. DESCRIPTION " ( 86 COUNTY OF KERN 12- 8- MT. VERNON :ANIMAL SHELTER UESI(,N ENGINEER PUBLIC WORKS DEPT- - _ - DESIGNED BY � �y� FIELD ` PUBLIC WORKS Di REC70R, -DATE - PUBLIC WORKS R KS W BOOK STARNE < - _ S SHEET NO. .v.I - - CHAIRMAN BOARD OF SUPERV_i$OHS .,i • _ - 7- DEPARTMENTTARNYs ADD KENNEL'-RUN a STORAGE SHEDS EPAR NT HEAD !;� DA rE - - - - DEPUTY DI CW)R PUBE�C WORK,• EPT. CHECKED BY DATE - � DATE BAKERSFIELD, CALIFORNIA 7-80 DIETERICH-POST ClE ARPRINT „k 3-111 OF EIGHT ELECTRICAL. SYMBOLS 3- CIRCUIT NUMBER -n- FIXTURE TYPE (3-4- 150) 150 WATTAGE (3-4-150 n HOME RUN 3WC -MIN. F--+ CONDUIT RUN IN WALL OR CLG. (%2'C-2 #12 AWG TW) �- --� IN FLOOR OR U.G." —141— ANY CONDUIT RUN Ye "C - 3 # 12 AWG TW 44— Nq "C -4 12 175 W M v DUPLEX RECEPTACLE IN WALL C 730G003 MOTOR ® FLUORESCENT (!5 NIGHT LIGHT $ I SWITCH +4' -6" U.O.N.) 3 t0 THREE WAY ( ) (D THERMOSTAT ) JO-�- JUNCTION BOX W FLEX CONNECTION -now DISTRIBUTION PANEL ® 1 PHOTO CONTROL ON ROOF EXTER.IOZ- L.IGHTS) FIXTURE SCHEDULE TYPE WATTS LAMPS MANUFACTURER CATALOG NO. MOUNT NOTES A 100 12-F40 1 I LITHONIA UN 240 SURF. B 200 175 W M v G. E. C 730G003 WALL' +9'- 0" NON DESTRUCT LEXAN -)V- C _ BCD - 2 —F40 D,A`f —r: klTC— A- 91.96 —A.. C,1 =ILING COOLER BLACK FINISH OTHER ACCEPTABLE MANUF. : PRUDENTIAL, DAYBRITE, PRESCOLITE, WESTINGHOUSE I %% to PANEL C 7 -80 DIETERICN -POST CLEARPR4NT +60'.W.P. ON FENCE NEW I% R.M.C. W/ 3 *3 THW PLUS -1 * 8 GND. MAIN — SWBD INSTALL NEW IOOA –� BREAKER W.P " �„ NEW KENNEL I�z P.V.C• CONDUIT U . - ' III I! : :; {.i: • f-.. P %y- .•.fY,. \'- i.vv.+fyv} %-•v..}: \v: '�jj}):$.�i'6�: ?•l %n)•. v�4•,i�Y�x O:h: �:r.EXIST. KENNEL;? MT. VERNON AVE. SITE PLAN -ELECTRICAL N 120/240 VOL-r5 1 ( ,-3 WIRE SQUARE D *Q012LIOORt3 LOAD CENTER PANEL - C SuRr MOUNTING GiRBK LOAD V. A. A QY a 0C. DESG. DESG. LO A0 V.A. 4> c. � 8 A) A KRUR 1 20 900 INT. LIGHTS EXT. LIGHTS 11000 20 z 320 1300 COOLER UNIT HTR. 100 20 4 5 20 900 OUTLETS SNREpDER61; 1000 2016 7 20 100 H. PEN LIGHT 8 9 z (Cow TF4K1 c-LEAWC-R 5I4zo Lt61-rr 104 to 11 QD SPARS SPy4cM 12 to 14 15 16 17 18 t9 � 771-2760-87-817OG87 228-1610- 87-7124 G87 C IN CONC . BLOCK REINFORCEMENT VERTICAL - # 5 IS 24" 0. C. HORIZONTAL - *4 @i 32" 0. C.- Poor ✓o/5rs 8" CoAlc. ,BLOCK WALL- TPA WALL R�INfDRG /�C7 i 2" TN ICK PRECAST PANEL. SEE S 6 12-'05 wh..wa rtq. s he obsr->�Sor'� see. 3- 18 ga / ✓, (18GA.� G.7 4 �..iir�a�ows ,+a�fa•/ a/c=Ac7 y fyF'• C3 �jc�an g ' r,��n. t ck>✓ir�9 = -5'-12 1°lug u.iC /a/ sar. �r�c,✓ ,. NEW SUILTUP ' R-0DFING ON 1t ar. Sup�pr� �x I Ss4a►rr� u.� /a/S �M o•c- TAPERED INSULATION I �l�A21yg "dand a /2 "a.c, �oaro /la/ •Fo suppmr�s T!P• -, --T,1 P600, s _ % tAx 14 Ic , ti U �-r- *5 Go»� Yilrp. V. F.F. � _, end 14 GA. �,FT UP L 4sc3x / LL V x //fix , -- ^JOR CvATL' '647 /��0 2 -o' � S .L 14X14X8 j �d�� /co N.¢ op=,ar ws(b S747 .JasT4 4r��1 ('`� y, / PZEGA5T `'L FAv%T N. L 4 x 3�� Lsd'� •- � L t 1i� - b 5 where resq. ' WilLe PA><T'N - � I a� rE • I W Is, C IL lZ a x g 74 a-,a 5.1-, ce ' 4hkr. /ovn,&/S Gfl 4 - o t' B cork . b /'4= wcs // �. L I "x i "x 118" - w>✓w TO / T L13 1 a" 1 /a" X �' -o" W/ ,Gar• �,.Q.'! '� ; I/2 "" x4 11 a.$. G�' 1/3 vvl DETAILS THIS SHEET. -1-0 \9 AL- TEP —NATE "An - - SEE DETA 1 L a SHEET N0.4- G ""chi -wro xw6 w. f I` • � 1N:FE EKCLOS. -� 1C�!". NJG� OPR a w. F• �► I .n s'e��ts ic 3 /cab C y � o o) 4 O 1 8 PR.EGAST ( f 4 S x °s G•M•U. PA27 ITION I 1: 14—w - GA ST FA RTN . u.�o 2 I r Cu�15 •�o r» a � % _ t // • r CONc. I /; vlcL� 3x�K'rs Off S �i0t5 conk i f�.�T?.► �L�w /, / j Wo X rA� _ vz ?.¢ CA. G. /. �L` , ROOFING ON TAPERED IKSULATION !t1 ' (' /i TO 4" ROOF W��D I� 3 x 3 x�8 10 D 0 G � �i {� �, F= 7 / /2"N..B. @moo" THRU. 2x3 T7 W/ X4 Aek -' 1 -Q NAWNAY WALL � 4! x 4" I WIRE PAR.TN. G.I.IZAI r%j' pn Ir I GUTTER ' +rf -ors/- coAfc. 4 �o ya 4 / / PAINTED BUILT UP 200F' /�7 -a %4" CPaNeL `i sr,EeLTL­o ,64- CEM• a46 3/2 X /4 LE�I�ER 70 MATG! -! v `1_t_' � ( t I • W E tr0 -- c"IH LINK f=LNGE - /8 I O L PEA s7RClcTURE FACIA FACIA . 3 � � F /�� _ ► L I I/4 x 1 4(%8 �• �/ 3 off 577WCT �7' RY /P C�� (' \l IWAW14R-Y !NA[l N •24 GA. 64. CLOSURE lo"WN T' o,<_ av 100. ALUM. - - 3 FACIA - NOKTP & 5OUTu MASOtir�2y C /NGy A"C-Al 11,6" t TO /HALL Sy�tVE C� • /. I I P /FW M- rA4. AX44 I 1� I 4eAo wT. To caiu�y'T �J� 7) PROP GATE. 7 -80 DIETERICH -POST CLEARCRINT •.o - I� I 0. MA90t4vZy ?--CT OF COrIG � • P/+RTN• a cT� L PG. PARTN• . • G,I, 5Lr -MVF- -PILL DRYPAGK' W 0 uICK'�E T. / FLOOR • yen =I' o" 4 FACIA - rA5T Wf�5 -f y2 " =I' -o„ 5 CONCI��T� ICU N D I V I nF- fZ t MN-T PEAS I _ a _ �2 1 a_ D o G F U N D f T PR. STL. P/Z. , A HGK E TI © T N 8 0 - - - i 5S L Nom. rE Orr INSULATION INSULATl,01�( `TH ICKNESS THICKNESS WOVEN ' WI2E SHALL COVER TOPS dF - ." E X E O � ••t • i � T t21 R AS WELL_ E u F' ST C-T'. . , R wig /zo�E `. Y8�3o1. hit AS INTE2IOP— RUNS. �/ w IXED GLASS 1N/INDOY! 1 RAME o 0 QLASS N. M. zl::' 2 _ TYPIG A METAL FQAMED '311a ALU O CF-IAI � 9G - ♦ -WOVEK WIKE `�C N LINK FPM. R G.I . FENCE tti�. <o '� " INSTALL- N :� Iyx It 6,A , AL.J, �! 'x NEW 5. S. KICK PLATE ' 10C 4 TESL. 5M Gl BOTK SIDES OF DO025 TYP !4A1. OHRY 1..,.D 2 <o LONG . BPh/ f�l Ile.O� Yg ;°dS�iAGLS % P.O. PAX !$7, 3AMr�R!:.L5 IIA '� 116 I I c O IOD MD. 04 APP. *Q. °Z6,16 . LOW METAL DOOR. C" _1 " Ass . 6 .... --..�, °�. � � =-� Y =✓✓� .,,.� c"AP � a5 a�� G. �, � 8�.�2 S KNJGICI.P! FiZ -AME b�' 2 u �x a 1/4 7EMPEIZED GL jig to � rte! 411 I �' "3r 5 JAMB &Z MULL'N N. Dt,1AIL �.,Q1• K 8 DOOR. WINDOW SCHEDULE a2 o S S S G. f Lr ��•I_o 'DETAIL SHEET X106 No. 771 - 2760- 87- 8/7o-G87 ( KENNEL I�.�N) r=� REVISIONS 228 •- 1 Gr 1 O --87- 712• -C $7 r g ?olx>✓ SN�p� 1 < e{/� l,r REVIEWED RECOMMENDED FOR APPROVAL APPROVED BY DATE 'PATE DESCRIPTION - JOB NO, _ Y MT _ COUNTY OF K E R�N 12 -1a -� VER NON A �w"�'^, i - - '� U ICON ENGINEER RVBUC WURK$ DEPT � - � � � - � � � � � - DESIG N I MA DATE L. SHELTER FIELD 1819 R -�. _+ a1c� -_ a - NED BY PUBLIC WORKS sTAR�ES BOOK I ggggggqq� CHAiRMANBOARD 01•SUPERVISUR5 SHEET NO. DEPARTMEN H A - N 3 ADD KENNEL OAT . E ORA L R A w U N N Y N D B . ST I ORA DE SHED DEPUTY D1 R PUBLIC WORKS,UEPOF DEPARTMENT K� DATE CHECKED BY DATE BAKERSFIELD, CALIFORNIA lv y� �V 3 OF EIGHT s� � - - - - -- - -- - - -- i � n n p - �._ _ .. � .. ��_, V_ � , , i e m N O TOP OF LEDG • L 4'x 3'x 1/4" TYI? 1 r- I/2" Il �I 11 II 0- to "x6 "x1 /4" �I 2- 518" x to M.B. I I 11 II 11 �1 1 CL.1J CONN. OF HEEL I STEEL_ Pee, K-7 TOP OF / MASONRY 11 II j I EXTEND JST END 1I AS SHOWN EAST a WEST WALL (1) N.T.S. FINISH FLOOFZ LINE- -% Co NT• -- ' -- FINISH I GP-ADE Mt N, 4" t- 6 TYPICAL SCOOP -OUT 2 N.T S 2 ND POUR. I ST POUIR•• * 3 x 241Ca is BUF-KG KEYED KOL-O GAL-v. METAL. ESULKHEAO 2" CLE 4" CLEAR 5 BAR- I a,# 5 BAR, MASONRY HEAD MASONRY JAMB (SILLS SIMULAR ) TYPICAL CONCRETE OPENING DETAIL SEE PLAN SEE SEC' � MASONARY ^� N.T.S. CLEAN AND ROUGHEN, SURFACE EXPOSING AGGREGATE F %R_M LY E-MBE01OF-0 IN THE MORTARt A.T' 21x, POUR JOINT IS MANp- TORY UNLESS WALL_ ANLD DOTING Ape GOMPL_ETEL_Y FOP- - ED AND POURED MONOLITHICAL -1_Y D STA -Y-F -5 IN TRENCH r_RMITTED, TYP. FOOTING POUR JOINT WHEIu OPEN ENPEI� IS OPPOSITE SHOWN DOTTY^ EXTRA CUT @o - 12" SLOGK 7 N.T. S, TZEFER TO PLANS FOR- 1100 11-100, 4100001� SLAPS THICK-!NESS W.W.F. O$?_ TYPE A" BLK. TYPE B�t BLK. TYPE "C" BLK. tZE -BAR TYPICAL SLAB ON GRADE 40 &A9_ °1A. 4O QyA� CONSTRUCTION JOINT #s VE2T. @ ° RNE25� TYPE 3 NT5. II BLK. Z'l CLRZ. MAX. CUT WAIL OF TYPE it 5" BLOCK SAME AS TYPE 0 r -1 3/4 "G 'TYPE "C" SLOGK grLK. ll - ItY l -- i 9' 3/4 g" BLOCK REINFORCING PLAN AT CORNERS AND W. W.F. OR ZE -E5ARS INTERSECTIONS TYPICAL TYPICAL DOWELS "A" DOWELS "B" NO_ 1. FILL AI-L CELLS WITI-L GROUT. TYP. DOWELING OF SLABS ON EARTH TYPE 2• MAX GROUT POL)R .48" - BLOGtC 3. VERL'T►CAL REINF. TO LSE AT, TO WALLS N.T.S. WALL UNLESS NOTED. 4 "All TYPE 4. 5EE AL-50 GENERAL NOTES ME'('HOp OF F012MiNG CURl3 E3L-O GK LvtASON[Z.Y TFtIS SF- LE.ET. TO BE DETERMINED BY CUR-5 WHERE SHOWN CONTRACTOR - NO STAKES SEE SECTIONS 11 TYPICAL DOTES: 1. Refer to and check drawings for various floor slopes, dropped slabs, 1Y2" O depressions, curbs, steps, valks, drains, depressed floor hinges, etc. NO PIPE SHALL and dimensions not shown. PASS -rHIZU THE t= OOTiNG PAD. 2. All slabs on earth shall have "quick joints" installed to provide POUR. JOINT MLTAL 5++60 approximately 20 feet square unless detailed 'otherwise on plans. Where concrete pours are stopped, the joint shall be formed with Burke u FOOTING SHAL -t_ t3E Keyed Kold galvanized metal bulkheads. 4 �} MtN. STEPPED SO THAT CoNC. AR CX 1sT• THIS DIM. DOES'NT ASS PI4A LT CO N C . t�:IA > 3. No concrete shall be poured in any foundation until excavation has . ,9 3' EXCEED '3'-0" IN ANY been inspected and approved by the Engineer. 6 "MIN. MAX. CASE . 2 � RAMP I 9" 9" 11 4. All sleeves thru foundation walls and under footings to be installed MIN. MIN. LOCo•TE PIPE TRENCHES 11 prior to foundation pour. •'o ' ° = ° 2` -O" M i N. SO THAT FOOTtUGS WILL o° o NOT BUNDEZMINED• a o: `; o GENERAL NOTES: MIN. �`- BACKFILL AS PEQ Soil Conditions __= I SPECS. 1. Soil supporting footings is compacted fill. Soil report 1 recommendations by BSK & Associates dated 1 -25 -79 is on file. PFZOVtOE METAL SLEEVES WITH I.D. 1 NO EXCAVA'TtON 2. Soil bearing value for use in design assumed to be 1200 P.S.F. I GREATER -THAN 9 2 I BELOW' THIS " THE O.D. OF THE ( _ LINE . �''' 3. Footings shall be extended at least V -2" below longest adjacent PIPE M E-TA L S ^ 1,:.. D subgrade elevation. SLAB SECT ION NTS Reinforced Concrete �t L--- PLACE CONC, FILL AROUND SLEEVES e;,EFOR.E POURING FOOTING PADS. FILL SHALL_ 125E SAME WIDTH AS FOOTING ANC FULL_ WIDTH OF PIPE TRENCH . DETAIL OF PIPES AT CONCRETE FOOTINGS -410 2" CAP $" CMU WALL WITH 44 VEP-T. 4 HOW-1Z. STEEL_ - @ 24" 0, c. SAWCU"I- ,Np MATCH EXISTING TYP.) m l u ' (0 -8 CONSTRUCT 4"x 8" MIN. OPENING AT SASE OF WALL I O' O. C. r FO9_ 09_A1NA.GE . NEW CONCLZETE i .- t.2" CONCRETE FOOTING 6" 12" �- # 4 BARS BLOCK WALL DETAIL P2C- 270 FLOWTYPE SEALANT WITH P2C P21MEtZ 1/2" l /2" R CTYP.� ' . �. a 6x6- �xro WIRE ° ° a ME5H vt : �•' o ' . �. . • �' 'o -a 1/2" UNTFZEA"TE0 FIBEREU JOINT SA ;,;•• •. ., ji: �...�- rte,.•,..... • FILLEiZ EXPANSION JOINT DETAIL N.T.S. 13 IN -T2ENCH PERMITTED . 8 VER TICAL SECTION Sorbed Wire Arm Barbed wire OPTIONAL POUR JT. VERT. STEEL. Terminal Ott WALL Post. Cop FINISH GRADE End or FINISH FLOOR LINE OR SLAPS - SEE Corner • PLANS ANP 2" V. Chain L GA. Post Goly. Chain Link • *-End Post TYP. CONCRETE BLOCK DETAILS , Clip G��"O C. fabric. SECTIONS � � � ' . Ctips 1 -O 0. /C. 15/8 " O.D, <. Pipe Brace 3/e„ -0 Rod •3/8" O'Rait .r �� • 2 x 10 CONT. EACH FULL HEIGHT CONT20L JOINT I1 /8"]i 3/4 Bors SUB -G2AOE ELEV. SIDE OF EXCAVATION EXTEND NOR-1Z. "'iH10KOL JOINT flEPTH VA,tZI ES - 5EE PLANS �. n -,' . No. GA, Tenslors Wire - w /1_t GA, Bonds, �� REINF• THRLOVGH WIDTH (3/8 MtN.) I " wide 014 "0. /C. AND SECTIONS . CLE:.AN OUT EACH JO NT `' ginot St OE OF EXGA.VAT 10 t�1 - 1 Ori Ground; '� % '. TRIM EXCAV. BEFORE / u USE CLOSED END ALLOW FOR JT'S, i L MIN . ?O BOT T. °� _ ` t2" Dra Gasac.. Fool iaq SETTING FORZMS . @ JOtt�l ' `: OF ANY SLEEVE BI_OGK T 30 + FOP_ 8LD6'S• ua " . NOTE OR• PSICE OF CONC. IO' woX.) ,01C. F0t2 ALL REtNF. e`�ta BLDGtC. i FOOTING EXCAVATION ST L. SEE SECTIONS • MUST BE CLEAN WHEN CHECK SITE CONPtTtON - CONCRETE IS POURED- PLAN SECTION TYPICAL FENCE ELEVATION .1. 1. No brick or porous material shall be used to support footing steel off the ground. 2. All concrete shall have an ultimate compressive strength of 2000 P. s.i. 3. Anchor bolts and dowels shall be securely held in place before concrete is poured. 4. All reinforcing steel shall be ASTY A -615 grade 60 (#5 and smaller may be grade 40). Splices in reinforcing steel shall be lapped as follows /3 thru #7 - 30 dia. Unless noted, horizontal splices shall be staggered. At splices and laps, bars shall be separated 21/2 "dia. min. but in no case shall the separation be less than 1 1/2" clearance. However, walls Lars may be'wired together. 5. Reinforcing steel shall have min. protective concrete covering as follows: Wall steel below grade: On dirt side when poured against dirt On dirt side when formed = 2" Wall steel above grade: In all cases = L" Other items: Footing pads 3" - Slabs = 3/4" 6. Slabs poured on grade shall be reinforced with 6" x 6" /w fo x w., at mid -depth of slab as follows: all interior slabs. 7. Dowel slabs to walls and other edge members as per typical details. 8. See architectural and mechanlc.al drawings for location of pipes, vents, ducts and other similar openings. 9. All walls shall be doweled to supporting footing, bearing pads, etc. with bars in the same sizes and spacing as vertical bars in the wall or as noted. 10. Anchorage or dowels shall be equivalent of a bar splice. 11. Conduit in concrete walls shall be wired to wall reinforcing and shall be approved by the Engineer. Conduit dia. shall be limited to 1/4 of the wall thickness and shall be placed 3 dia, o.c. min. i 12. All reinforcing steel to be placed in relative position shown on drawings. No splices in any reinforcing will be permitted except those shown on structural drawings. STRUCTURAL STEEL 1. Structural steel shall conform to ASTM A -36 or A572 (grade 50) where noted. Identification proceeutes shall conform to A.I.S.C. 1.265 (1969) . 2. Welding shall conform to AW5 D1. 1 -77 and shall use, either the shielded or submerged arc methods. Electrodes used for welding to A -36 steel shall be E60. 3. All connections not detailed on plans shall be detailed by the steel fabricator to develop strength of beam connected and shall be submitted on shop drawings for approval by architect. 4. Steel fabricator shall verify all dimensions with architectural and structural drawings. I!IASQNRY 1. See specifications for masonry mortor and grout. 2. Reinforcing steel (see concrete note 4 above) except min. lap shall be 40 dia. 3. All isolated bolts embedded in masonry shall be grouted solidly in place with not less than 1" clear grout all around bolt. 4" or square hole acceptable. 4. Vertical bolts set on top of wall shall be set on et-_ of wall unless detailed otherwise. Bolts on top of piers or columns shall be set inside of horiz. ties. 5. All wood plates to be bolted to the top of masonry walls shall be set on a mortor bed to provide uniform bearing. 6. Cluste of bolts shall be grouted as a unit with a min. of 2" of grout surrounding each bolt. min. spacing between bolts in clusters shall be 8 dia. DETAIL FT`G, WIDTH SHEET- CONCRETE BLACK CONTROL JT. 9 N.T.s. JOB NO. 771, 2760 -87- 8170 -G87 (KENNEL RUN) = ,~� JOB NO. 228- 1610-87 - 7124 -G87 (STORAGE SHED) + Z" SEE PLAtx f REVISIONS REVIEWED RECOMMENDED FOR APPROVAL APPROVED BY DATE Jos NO. '� 'tyti L• �f DATE DESCRIPTION COUNTY OF KERN 4' 1,4 e,% T VERNON WHEN OPTIONAL. FOOTING 16 SHOWN ON FOVNtOATLON QL_AN :`., <� �":' "` '.. M e ANIMA SHELTER �.. i l` -z' IGNENGbNEER PVBLICWORKSOEPT. DESIGNED BY L FIELD DO NOT (I�ICiZEA.SE FOOTING WIDTH 13Y 2.'I t.`:: ' ' rX S tt 1 aua2 PUBLIC WORKS DIRECTOR DATE BOOK F.S. I9 I'L �r� fi,,.,_, CHAIRMAN BOARD Of SUPERVISORS PUBLIC WORKS ADD KEN RUN NO• ', - f EL UN AND STORAGE SHED OPTIONAL FOOTING DETAIL �` f�"°' -- -� DEPARTMENT NG D TAI N.I.S. �' rl � _✓�� ^` ti� DEPUTY Di E R PUBEICWORKSUE r` yr j�.q_ -N�' �` Z �`;'��f r ' t`�1 pF _ .f Y" ./ DATE CHECKED BY `� , DATE BAKEASFIELD, CALIFORNIA of EIGHT 8 t , --- __��.�. _� r ,....- t...s,.,,.,... _..,�- ^-`-_"`.. _� 4'* �; -, ..- .75,x.^ � �.. � ..- .,.r .....v'•�+ -*.+s -� _�� ,�_ . ni 14TH 13TH I ESTER TEP P, 5T - ZI -�-T I � �v . ..... — z ')V.-JSIF Y Y. ft Z 0 k/ .0 0 MCNEW CT PROSPECT ST LEXINGTON FILLMORIF 7 T PROJEC't, LOCAT I ON 3z; . ..... — z ')V.-JSIF Y Y. ft Z 0 k/ .0 0 MCNEW CT cc z z 0 0 > 7 T PROJEC't, LOCAT I ON LA DANIELS LN CANNON AV < lk 8 LLE TER SMITH 51 BELLE A KeRfV 01 z A\ a- CO 11"NITY A Z 7, o X lAll,G,901llS 2 PARK > IF It MAillf'OSA A� 3'AVAD Pt tC-, - - _q_ ADAMS st — I " 0 v. I i I NOR� H t5 I A, L4EATHAIVI AV LOCATION MAP N. T S. I- it f I • 1 5 0 6" 24 L u R F T. R FT SIDEWALK 4. TYPE A2-6- CY Per Lin. F1. - 0.05903 SIDEWALK, CURB & GUTTER DETAIL - "'PROPERTY. LINE ra EXPANSION JOINT Q, —40111-- 12 EXPANSION JOINT ;.-f kof q 3 ' L z SECTION A —A VAR. 7 PER FO 0 Tj ZZ-) SECT/ON 5 -,B DRIVEWAY APPROACH DETAIL CRAVE A,5 DiREcTED 5Y 5v4&1t,te-,-A -1, ll \31 I A -c.-,� ,Y2 r of CLASS a A4-&P,E&A-r9 aAlsk-:: (", 0. G. LIMIT OF 95 % R.C. AI -6 CURB EX I ST I MG PARKING LOT SAW CUT 4 MATCH CXISTIN& PAVING 'Mao -Dro -T. L5 G�A-r "VAKIE6 2':t 9XIST 'Ejo SAW cur * AIA-M14 '511 A.C. PAVIV& U a' 02 Z 7, f 7 =f— CLASS a b. AGGREGATE 0, r L IA41T of 96 %, )R. c. TYPE A2-6/PAVING SAW-CUT TIE-IN 5F-0" 4:1 PER FT. SECTION (E) /A/STALL /2' A// Aou-ml& jwkEdw-l- 7ZT��� NORTH 1 I" -20' )o N 1)(b 0� 0 00 INSTALL 2 x & RW4 ex �z INSTALL- 1 10 POST 4,vs7ALl- 2 x 2 RWO. AMC)AE,,"? > 4 A to LEASE LINEI 10 t 75 S KGRADE AREA AS DIRECTED BY ENGINEER L 0 111+005 co 10.5'x 10�5' CONC. rAV 5 Cto -F--- L E G E N D cl PEADMAN ILAS' TELEPHONE CAbLf- 50K -0- Powr-R PoLc-- (P P) NEW PAVING �o I A V 6r. A4 LL x-6, IRWO. p o • INSTAL L CHAIN LINK -6NCP- Cf YP /O -f 2-9 5 ( i;fAJCF- L 11,1E ol ZCHAIN L1149 PAWCE lu PLAN FINAL PAY QUAN-WrIES 1. 210 -C Y. F-XCAVA-I-100 2. 100 C•y• I mroRTW 15ORROW 3 13.5 C.Y. MWOF, c0NC-FZ-rF- CuKb d, &ui-rm, -T-ym Al-6 Cu e, 4 opivewy. ADDENDUM Noo 2 REQUIRED CONTRACTOR LICENSE CLASS IFICATION(S)*A PROJECT MO. 771-2760-56-6552R8& .. ■ z, -no-go q- A no gy 0- P-4 ­W� MA-M M, N A "Afyo AQ t 1� TV t�.` q ry -M, A 4­1 14- J­ spy MM AQQ� A, 31 4:w-f" ja ­IP JTM�. Q, M M- M-Mal ET as owww", "AW , M�1,4, !qq AM MCM'-�Mi &%Wi ; , - - 0-H Myx IT A Q A 00, CPA 0 W, Q Q'I n hquyy M Q B", 7 N "Jac 4""11 fogTon `X a a =; Of M"n""a"q N" 5, -no, 0 2 ""Molow "Wnm a 1 "_ ­A­ 1A , , "'?, i­7�___ -- - -1 - "AANOW t_c, -'- I -4 tons T� --m-AM TOP ��V', NX r a Q ? San A-, NF, "VA NNW", Q.. opt V Z��. - T t no -=I Off ­1'4Ia'�, 1 - ._ - - - , �e J 0 -0- 00 "n Y, 7 j� ", I ", �v - I'll " ­4 11 1� �, - 7 -­ _q; �q " "*=%j "M p"Wo pit '4 �, " 1,1�,&,'�� 't 2 WM f f_��X 11­f'�M ""� . Zan yo-T-1 4 11 A ­V, n. it. -d" "n 0­441^ , t� �7, S"W"M Mot A inn, ,,ym bx�:; �, dn 041, ova JS "S TX_ ­00-0- MAE AU -003 &Tons IT 0, 'A -one t, AM My V� an N! _,j ,, _­_ �7 , - ., '7_ -, _', 0 -", *0 "'Voa- -"Owl "- i -0 �Q �a- __ --- , - - q" M, , 'r Z­ Ad -M. . � o.", -, '1�, � " " , , " " �, -,, ­`JMMVQ; y, J.Q, W n�_ A_R­`,,,,��-�i;�, 4" Q "­�T ON- MEMO full Ov TIM ON ,, 1- . 4, � �,� -,, AMPOW, YQV�Q, ­4 M A "Wq UP A 15-- c� , �- � Q "A" Q. A T A lN "y - , - V - 2. X, dl_�e M, 41 of - My- Z Ans Q 10 to ry I "A' 441 4� E 4 qn:: A 11MV AVG& two No �04� I', -70 "W T-Z NJ �X�,, 4:', Mv. A:; "-Q- -VTA- QWV QUM M_ t, "y A A 404 Too 2:1 1 M -00-700 10 Q -M-1 "A no _7 E, "My low M"­ "-f of , 0; 1 " _Q04mg 4 V" no _-M- - 11 . � �4 ��, 10 A : ", I Z _:­­ I'c''- :�' -K, - qwq 4-1 "I"; w"001M T c "V­ A. M, "C-1 -sum Q. 4", my"Qv V I I", VIV I"' , U 7 - - -_ � " Y — '" Q 4 an 0 M 10-1, 1 "_ "-- A �'. � 1�,' it 0 Qj-�--- - PON, MAN MM A �W; A ar W-11A, c� OWN— QM A. Q WMW OAK" W.", ln'� Wn g 1 "i-Q -An ­Mc, xva "aw OWN --A", T kill I lily oh, 9410MV1. q_Q"QTQ,Q fqlwyq M�, VIA- V, -"Won n".5 1, 1-5 'poll MAI: -7, too �h son--/ 1 MON, MOM Oki VQ 'MQ_ ;,, L, 1A moons Y7 ...... - . . . . . . . . . . . . . . Ono who SAN! %,Now 2 . .,Inn 'INN Sol njo nil only, + its! lip, A� M Ile 1 not' 041&r opn� Nix,, n. lost of, �a_ e>+ r-6 1,01- plyoj"� All X M- Ty 'Ones KYA, �M,AAAQA va 4X many. �7 moo P "I My to Dim WIT R&K !OVA& 0MAIRs- "SWIM" lot, 1 COT! M 0 !Von own man WrIM MM "a ?Now? 1 pis Qy 13 US lox! old Me"Onk"M V�Owr VA Ina V onyvzj� All FIE 0, nix a 1 of mop,, 2! to AM C7 "x4yopy "Vol' I .. ....... Vitt U Mv- Pig, :1 0 too" Mat!:, two r7 4Z ACV 77 �Qnv too: �Q�ZAXAT vv�; out "YAW Witt' M 7Y q, a 4, W�s "N -ANN jaw, 2L -Qn: Sol 1 Too Itoo "Yon !Vivo 0.0, W Nov. on A� Y­ M! a.- on", "Yom 0 7'� vivo 'Pe A 04 aw law, W; .0"yv_ Inc 1: 1 Toy 1100, nylon; 0-n Q ot 1; V�Q;N; 10010, no *Novo, Min I won Qg� - AN, Own lit Oki MAR INSOAK tqa�w�f 4,1144 LOT" Wo A Q%M 7777 5-1 rq wool V1. 1 " My wylij 1 to-no sic �-4 co ";q sk OWE" into hit tit sit, 1 111 MOM"W"JA "MM" xm� Z n! OVA QM "n W!"Wn mot- MM te. Won& --MIAZ M? So 00"M LAW Ahr QA�0� —VOW 2 OKA;, oily —0 cut PCIA th A Ant 1145510 M mA 5 7 M �7 JQ- q AQ cow not Mo ;­0 WCON"10 qq ATS, YVTA A>11 MATS IN An CUM-- WAY A 'c 0, WIMEA"s 0 VA00 71�jtj QN, My 0 ad; zv A ��; �:, V'v _.qw"ay lw:�W"Voq ;A51QQM1"&�jz lq­ "n W"y 40, sic Q, ""W" 7,0� "04 FAA M�� a i von �n q.vov -,tc' Ic 0 Moo? ;Mo �W A 41 'X -024,40, �:� , � rwi` QW',� 00 ­c ?Q-qq 1 0 � � WKWAVY v n, 'A Jq SOX 0 4, :50" A VA nn Alms 00h; vow, q-0ion M- � A 1 V�OA o A A on-1 WA , WT A es" Wo M� 0 A A" 7V,;, MI nm� n q -sox& & "I �c ICA NT"o 1 M" Q any r"I"AWYNN2 AM A� -VT "guy Lj Lyn poll OA-ONO 4�xw PA -NONAM lite own j QyN - V Mow nV WV §qZ31TWQ;Q; LOW, >s lot to& put Ma. 10 QQW, MIPS: AV e� f V; �O Zia, too Zr` 7 MM FYI Z; a law sky � :1 INS too" -01 Out Aq Oki, i'atom to Inn" low IM AQ 0 1 &Soy Q 7T NON's &Mn�ayq MX I -cost its two yoy A 1V Ilk, 7�t Vol T, in" ZAN +00' pj�y Q AT not a -owl> pLl )SUN win An so Z, to 0 "n ;KIM pea Into Whom AIX;NY WIT ny- nos -7777777 V� lav A jig. -1 ..................... !too's ... . ....... MAT A Avw W"A f-A T­ QM ROT ilox, top 40-W A Too F, 1 -000 can? lox ism n Oy ,,toy v Not "q fit All 10+00 vow y- MY,+, ilk 00 "Moo-, W� n All in; pilot, you Mxk 7_7 none-, Q 1, -VOW A on ------------ oil' jml� n 10 Oki,, < sit its r M 7K 1 rq, VIVA rn 73 Ponca its r Z -4 I IL M r 4,k , �i I ��: -Z -1 r4 Ann All t t Vol, itlolls 77777T�-� � a Two 'Nil V OTAT: Iq low XiAANI M. too; 04A nVIA Isot! Ilk, o y A 14 Jon =Nnvo !M not It, van, 71, lip olu All. , an , ow" MAX Z 0 yonnWD Mop& all 4NM I - -XIM -"A WIT", 11 not QMA; ivy, 0-V M!. my; idy hyz >,04 1 Roy 0 "44 "OVA on 0, 05 two >"Fps out its An . . ... I loll; toil too F". A, Too!!, 0"t VANE tout- -M. l jmn A "ONO f\,U N I K-i E' LN H yy Y. -15' lie IKilo 4-0, Moms V Toy all low - its -sit pit C% 71. AVol ..... ho; town, a< Qo sly rr ?� its Z' '14'y 1; QW, of A Ott I ts, d 6 -sox& & "I �c ICA NT"o 1 M" Q any r"I"AWYNN2 AM A� -VT "guy Lj Lyn poll OA-ONO 4�xw PA -NONAM lite own j QyN - V Mow nV WV §qZ31TWQ;Q; LOW, >s lot to& put Ma. 10 QQW, MIPS: AV e� f V; �O Zia, too Zr` 7 MM FYI Z; a law sky � :1 INS too" -01 Out Aq Oki, i'atom to Inn" low IM AQ 0 1 &Soy Q 7T NON's &Mn�ayq MX I -cost its two yoy A 1V Ilk, 7�t Vol T, in" ZAN +00' pj�y Q AT not a -owl> pLl )SUN win An so Z, to 0 "n ;KIM pea Into Whom AIX;NY WIT ny- nos -7777777 V� lav A jig. -1 ..................... !too's ... . ....... MAT A Avw W"A f-A T­ QM ROT ilox, top 40-W A Too F, 1 -000 can? lox ism n Oy ,,toy v Not "q fit All 10+00 vow y- MY,+, ilk 00 "Moo-, W� n All in; pilot, you Mxk 7_7 none-, Q 1, -VOW A on ------------ oil' jml� n 10 Oki,, < sit its r M 7K 1 rq, VIVA rn 73 Ponca its r Z -4 I IL M r 4,k , �i I ��: -Z -1 r4 Ann All t t Vol, itlolls 77777T�-� � a Two 'Nil V OTAT: Iq low XiAANI M. too; 04A nVIA Isot! Ilk, o y A 14 Jon =Nnvo !M not It, van, 71, lip olu All. , an , ow" MAX Z 0 yonnWD Mop& all 4NM I - -XIM -"A WIT", 11 not QMA; ivy, 0-V M!. my; idy hyz >,04 1 Roy 0 "44 "OVA on 0, 05 two >"Fps out its An . . ... I loll; toil too F". A, Too!!, 0"t VANE tout- -M. l jmn A "ONO f\,U N I K-i E' LN H yy Y. -15' lie IKilo 4-0, Moms V Toy all low - its -sit pit C% 71. AVol ..... ho; town, a< Qo sly rr ?� its Z' '14'y 1; QW, of A Ott I ts, tII7 77 IIIVIIIIIIitIIAS I3 4 -4 II3-4 Co 0.1. 0 Colo IIIItIIIIItttIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIItIIVItitIitIIII7z II-A BQ v E 'W I ND 0 W S' 0 F IIH L A N ItIIIIfl IIItIIlIIIIIVIIItIItItlitIIitiF IIIIIIIiIVrn IIIItIIIIIIIIIIIIIitIItIitIIIIIIIIIitItIIIIIItitIIitIty", 77 IIIIIIIIIIItIt'it a, IIVIItIItIIIIItI54 IIIIttitII777t, IIIIIIIIIIli%3 IIt-7 7, 7� IItT E b ItIj IIIit4- f-'(, A ;95 7, IIiIIIIIItIIIitI7 -4 IItItIItIitIIitI71 IIIIIIIItIIIIVtVIitIiIIititItIIIItItIt-777 =777tT� ItIIVIIIIitItIIIIitIIIItIIttVtitIIIIIIIttItII77 III7 5- a U T, ItIIIIIIlIIR 'A' I7 P, IIIIIiII--rT ItIIe IItIIiIItIIIiIIIIIVIIIVIIIIIitIIIIIItitIIIIIIIIIIItIII=SCALE '-PLAq 8' III'�7 IIititIIIiIIIItIttIIIIIIIiVI0 0 R IIIIIItIIitIitIIIIIIIitIiIIIIttItIIIIItI IIIIIIIIIVtIIIIIItItIIiitttIItItIIIIIIIIittIIIItttIIIIIIIIIIIIIlIIIItIIItIItIIIiIIIIiIIIIIIIitIIlIIIIIIIIIIIIVIiItIIittIIIIVIIiIIttIIIII"iiV z IIIIIttII tsIIIIIiIIIIItIIIiIIIItititIItIItIIitIIIIIIIIItAe7-;- A/ IIIttIIItItIIIIIIIIt",V IIIIIIitIItItIIIIIAT;, IlIIItIItIIIIttIIIItIIIIIIiVal 'All IIIItIt4 IItILd tIIIIItIIIIIIL. E V T1 0 N­� Ito j NJ IIitIItIVt0 ICD IIII— ItI-14 IIC-044 lgrlz 0 Ve III< III-Y- IIIIIIIVIIItIititIIttS IIIItIE'L E N 04 III'S, H tIIV;:E lIS U C IR 7 IY f, X �ic CZ IFLOO HARI) EN. S I 4 UW SMOOTH, IWA f il A V1 C i�m u LL �S t:M AT X I S V, 4; J 0 1 N CH T S Itu P? 0 vv E 4�, tIE 0 R- U N ICONCRE �'ENAIA tILLI UPER M L-A I0 itRo ItIT IIDRS. E A tENAM E Z '4 itIl4 I4 IlIIititI,Z>L AL IItitI- DO.,&,,TRM' EA �iENAMEt D R S W, ,tj 4 0- Icr PRE, IN 11A t ItLj :is' LLJ, ItIM E,,,,TAL LINAMELL Ix m AINIA1 Ai Iw i3'C'H E U L IIIlIot IItIIIIIIItIIIIIIIIPP p c y Iit14 IITY P itI< 7 8 S Q!, -FT­ IA N C DSED S P A C 1E IIIIIItIIIIIItLL itIIIIIILU; z IIIIIIILLj 0 C) IIIitIitIVIItIIit�,P R L) 0 0 R 'N O, tVIIIitIM A S 0 N WAC IJ, I- IitittITH R �,N S�, C 0 VE�R ED W iiN I R E MESH IS H E ET IIIItIIIIIIS, LC E ",-SIN K 5ERV AIN I0 OR b k D 4, ItitIVIt 7n. �w ITT M ".4,f 'It TKt, 3 "if I 'IN t, - 4t, f12� �t� I p q j R ti, X'� Y, f q V if f t 'I� A t 4, t" v r it, tQ iii 4 A�, t< fj t 5 fl- tc� f it i�, Z te I w t t I �l V -'A '3 7 J", '71-tt. V, U W z w % It if 4fi,,,,,!,:�,,, I :,-t i`� 4, 4 It y� 3 tr 44 V J­ z zii- I, It J, ti , tit, Ni 6 ot'!, it. T-'.' J It ti" f ? z if" 4: ti "i N %: tt K 4� Ft� t Ff f It, -0 it, ',t�f it ff ­tt- A: ":t"- `­ - t'"', 7:- 31 J, ti x t-t- f it, I, T j, 4 ft tli N Y -,77,-, 7 t'S ti 41 "J" :ef tff :4f, jk,t,�, f: 'S J, t f, 7 zf tf iJ z It if til 'f!Z 2� tft,-7t , � ­­', - I , , ­ I , I ,� _, �, �, I " - � ` , - - . " I '�, �'� t., ", , ,, q 'I f �F: , i: t I , - , , , , ;,: 1 i, -, ;,,, - " it� - , III f� j if it, -'c , ti- tt it, it A V� ft" 4i I"', f e, f,� g, it, 1, 7 It, 4 tt jf, 5 ii S �, -", - - -, - . ,, ,�I' - " � j 4 , ..,t " ,, , , 't `­i- Il�z , , "; : ': 'ti'I ; � , . f", :� 11 ­.. -t, ­1 iX� , " t 'i', i I tt� t, e t"; t it! -tt , -�, :" "if" lo" 3", ie f" f, Piq 4 tit, t, t "AN f f %,X tit, il � `�11'- " ,,� � ...... t'q f ac ti- A Y z fj j i-A 7�N . ...... `�X�j� �4 It'. f q 1, 1, J", �4 fl 'I f r I itf,, r. r�, ti�`- i 5 i� All "j" J t II� 'If t, ll� i I i� Fa Yt, 1 41 it- J �11 3 F I, f f, 07 'x, if, it 4 Nll%; 21� �',i fil .. ........ . " ­� � � - i" - -, " ", . 1 , tit, f Y I I j", ji fi, , f 'tit " '. , , I I " ': "' `�i 't :"�, �; �' `itI: - I I f: - 7?� -4 i�l 7 ff, q, 7 tA tI 7 fi; o- t,3 "0" At, l6: r It $ f A 2 it 4 j Io. , t A V Ix, -3, 110 t� J t tj 7-, As V ct, �7 'it i,� tit: '4 % ;p jj te i" f i tt Of u fi E-S tit, L ;'LI PTI ON f I it" fit IF �tk 7's , F , A Xlog r,4, -f �vX 20? 7h�,� % 'N' t;,", A , -C� tit '�V J�1;1,,5, a," Al< "if /v C�^ e-. ik, A Lev fi, 0�� �x /�v & A fit � , , - ; - 6 , A" m t N t, t CA W, tp T T X �F�,J�,Jfi i§ "i Al T, 1: tit A f z t, l i f %J 4 j 7, t ',zt- it, 3 a �4 4� I J K, 7; 4 2'i -rw tj P�q �x ii f7 �OCC u PA "l, 7 11�1 1, 'm it 4- A Z; p'Y t- 'it N 79 p 4 V* - Ty P E j it, it :t,, 47 7, zs. - , � li , , I , I ?it'i -., , , /Z . , F, P Z tf, lit, g4 ti, , k I, fi t, "J, V �g fit iit "Y tt t� f-I ': * tt, i't tr', , it, A tt, �W T Q it B 'Y N e�*z t 7777777 ti 4 -fi f qp fI 't""', ;tie f Qn3 A �!f- i Q� :'T tiff, t, f N", A lcE�` Z, � if'. ", ;,� - 1, -1 t " , , , ", '�': � ­ "� , A; W j�y N t, -'A t t Z, 4 'AI 4.� 1"". , 7 � ic , �, , , I � " , " -�, t',I" ,� I ­',­ , -, , - -- ­-, " tt�,,, , "f,, f ct tt JJ.'ld- �­t " , -,, t, ,, 5 t�lw lc� /7 9 ":4 ti V,�) 0- 1, A i'-, 4*k z W Im 15 2 0; , A .11 t I'! 3­%�' Tj tt It, , tl�t f M It is to t? -Y, -- 4; :f iz, �g; "k !ti tt, it It in, 4 t A R` G R "A h ti, ,7 ti eI 'j, 4 -A� �i� a fIr 14 6 y', -A t 41 If, ',Ti j, '7, 2, kt� % -t z "k Q he '72 It, it, it, Q X V 3 341 J� f, k- W v ti 4 ��li W, ­3 k, 2,41,V.5: , # F L x 11�4 IC �77 ,O-1A/V 4C. r Y- IrY A3 A C--, lzt, t, 4" V f zi, t ol ZO *A 4 it a 's 56//4, CL , I7-Y k f,­ tit, Ent 57- IN, -/Z (5:A 7, 7­',f,'� A 14 IN7- 7V 60 X 7,5A -,V/p &;I Y/C- tit G r t tf 4� 9 22 40 04 YAA Cl< f , , . " , 4 � , , - - , , I - � I �I. , I - I I '. t"! ., "' t, : . ­, T� 1. ­111,1- - ­- 0, ti� ;t i N, 'tt Z t LLJ -t�- 'v a *A 15, 0,V/,? Y, It 4 4- 77 i t iiif� t f, liit"a "tit i 11 MA, 11 1 Ri Wj�t �4, tit f� )KI 1�� X. IN'! R. M 4 t 4 It, i,� J4 if, 21 'm J'I ? w 4 -Q, t, 1%1 i J,j �j 3t IT, ;1,; ........ .. IJA M ��l Ol ifAr, 14 1� IZ Al ti j,n 3 J I" t 1�� Ati q i�IfIl�i �J 'i r4 �1 A�, I I,- I Z ]T� t, "Jii -t A Ali, ft; Mit A it 4t",� l A nz T, Z� T, Pl V 4. t i, qq� E� Z V Ai'! K 1, toe C, t A, �,,i r 04 r'l Pi, f -'M It ft, t7 Al �A, - 2 jm, It, 0 4�,, �jj Tt, 21 4 IJI 4c 1, j P, Z� 7 Nl ito- -4, ;4# `:W 0 W 4 tk I 46 -4 1 U1 Z, 5- 1W ig� 7 lit, Fi 4 4 A Ki, A §11 ?a 13 5��4 �.5� "'.0. C, V�, 4 it'+ 4 J f 4 i lI , � r I A f - T4� J, �L" j q f To "P, At j k S PA q lit, ft lip, Ole, -,,s T V, 4k �v, P 1�1 I t7 Z V ��A N - LL tA I Ai t 9 Z t �A 11 -Al kt A z C! k, I q. 4 t i 'N La A, z V 3 4 T �.4 i _e j z g 1 P R-O 7.1 "d �E i; tit, A ti, y fit 4 -Nt V, - �a: A i 14 - 51, fit g - -g, Or.'y 4- l 0-3, ro I lvl, ti, Wj�t �4, tit f� IN'! 4 -Q, t, 1%1 i J,j �j 3t IT, ;1,; ........ .. IJA M ��l Ol ifAr, 14 1� IZ Al ti j,n 3 J I" t 1�� Ati q i�IfIl�i �J 'i r4 �1 A�, I I,- I Z ]T� t, "Jii -t A Ali, ft; Mit A it 4t",� l A nz T, Z� T, Pl V 4. t i, qq� E� Z V Ai'! K 1, toe C, t A, �,,i r 04 r'l Pi, f -'M It ft, t7 Al �A, - 2 jm, It, 0 4�,, �jj Tt, 21 4 IJI 4c 1, j P, Z� 7 Nl ito- -4, ;4# `:W 0 W 4 tk I 46 -4 1 U1 Z, 5- 1W ig� 7 lit, Fi 4 4 A Ki, A §11 ?a 13 5��4 �.5� "'.0. C, V�, 4 it'+ 4 J f 4 i lI , � r I A f - T4� J, �L" j q f To "P, At j k S PA q lit, ft lip, Ole, -,,s T V, 4k �v, P 1�1 I t7 Z V ��A N - LL tA I Ai t 9 Z t �A 11 -Al kt A z C! k, I q. 4 t i 'N La A, z V 3 4 T �.4 i _e j z g 1 P R-O 7.1 "d �E i; tit, A ti, y fit 4 -Nt V, - �a: A i 14 - 51, fit g - -g, Or.'y 4- l 0-3, ro I lvl, ti, Z, 5- 1W ig� 7 lit, Fi 4 4 A Ki, A §11 ?a 13 5��4 �.5� "'.0. C, V�, 4 it'+ 4 J f 4 i lI , � r I A f - T4� J, �L" j q f To "P, At j k S PA q lit, ft lip, Ole, -,,s T V, 4k �v, P 1�1 I t7 Z V ��A N - LL tA I Ai t 9 Z t �A 11 -Al kt A z C! k, I q. 4 t i 'N La A, z V 3 4 T �.4 i _e j z g 1 P R-O 7.1 "d �E i; tit, A ti, y fit 4 -Nt V, - �a: A i 14 - 51, fit g - -g, Or.'y 4- l 0-3, ro I lvl, ti,