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HomeMy Public PortalAboutDistrict Assessment and ImprovementDog pens Ex/sl/ng __' double 3 "x 6 'cu/acrd Elev. o. 6'0" 5/g"bars 7"o.c. %2"bars 6%"o.c 8"bars 7"o.c. /2'bars spaced os shown. A Section C -C Sca/e % "_/' "bars /4-0.c. 3-72"hors t +1 6'O' I, r -11 -Present culvert shown doffed -.11 -Bottom slab /o be removed /0 /h/si 1'I line /0 expose o/c/sleet New »1(1"21 boas 7o be TooPe&To o7cTs7eeT- ''/2 bars /2"bars spaced as found in upper par/ion of weal/. 5/8"bars 7" o.c. '2'dowe/s Bot/am of exis/iny ditch "•ors space Sec/ion 8-8 Sca/e/2 '_ /' 0 e ditch /o this rode .5/0 e o.6 7 11 11 /2 "bars /4'0.C. 2"bars /2 "dowe/s r as shoran E/ Camino cIS o Q a 0 a O A o'o&1' Existing /8"concre/e_pipe do End ofexistin9 Existingc.e. 'k-- i / r co oi A .3 •- 0 Loda/o (D and *long. • o j a Shut//en'or/ t /o -t %au) j l i V s 05 v i % Doy pens it Dog pens Dog pen 1//,/ / / .. / , i -Ex is/iny open ditch c — LL1 —B fl 4/°/0•w culvert Exis/iny 20" Storm drain and End of existing culvert 5'/ac set bock line — 1 Paved area 1 catch -basins 1 0+00 A A P/crn scaic /"=40' Scales u U 0 (3 Hor. /"IL, 40' leer. /"1= 4' f+00 /+80 2+00 Section A -A Scale 1/2"./' f fa. 0+00 /0 JSia. 2÷,5-46 P/an and Profile of Proposed Box Culvert and Open Ditch Loa/a/o Ave. andE/Gann noReal San Mateo, Ca/. Scales as noted. March /937. i ,2es. o/Inf 37-5 IC lr' F/0iv. /.ne of ex/sling P'Pc 3+oa City Engineer. 2 -S -I 50' So' '4,12 ford Bere5 mat-°' 5d` club Co /58.85' 2/5.5o' 0 200.04' 200' u /7 5 200' /00' /00' 10 II 12 /77-20' /00' \ /00' 8 T N TWENTIETH 200' /oo' /00' /oo 13 14 /00 /00 /00' /00 -7/',30 E /13.94' /53.32' 292.43' 0 63756' TWENTY 21/.80' Z 8 /50' 7 /50' 03 `n 6 /So' 0 0) 5 /50' al N 4 /50' 03 N 3 /50' N O 2 /60' b e1 / W Loa /50' /50' 160 O 206.96' 1_ n C 0 n 9 /o /1 /2 /3 /4 w 0) o O N N B 2K vA ® y 5703 /50' 150' /5o' l50' /50' /60' 40 '30 ;_Ag,', 3030t 40"I 30:30 140 I 3030 '40 '1'30;30'; 40" '»/e5 30,30 :40'; 'i'•3' 3030' ' So' 'wed 14 :13 -1012 Jell +/010 /9• 0 !� �e >a61 i_'o4' :""2 ti 40130 ;® a -,o lb, e? .40;30 'V i'M 240249 . i 311;'1/0 1,'400',.'5 lce/1 o, `� T5. 0-9 '.k I{c477 4400'', 2C.472 36,30 AOsgi ., 4400',30;30 37 +'e SO. 80,43,3\0/5,45 9 2/6 t�{{)� 13 V' -. 3045 1 l9 114 40* ®i 15 4o '201d 40 1® '16 40 400(2020140 224 17 -O 27 IS o -O 44o�T2o1940 ® �VV14 I4 .�.0 407;6 'geese ti 60' 21 60 60' 22 6O 60' 23 60 6o' 24 60' /GO' 11401 V'rnl 25, ko' J 5', 40 ;202q :4 , 40 3 40,W2g4o 21 r '4,-1,°9:0' ��' g 12 „ 425,40 1 I' '1024 I0 40 9 3LOS, 40 2o204o 8 40 102014o SC)J 1 71.81 i.11 ^ .:0'...# 50" 10 ,30:30 , 9 ;4o (*.me 8 30'30 • /e 7 1 1,40; 30130 ., or ie(`3 • 1 140' •[1e' '' '4� I 1 36302640 le', j3 2 ,1/4So' 1 v• V 7r. N 1/46 P O. 00 AVE_ /52.70' 0 726./8 :22 /30.66' 16532 /90.66' 45,31 65.32 h M b 65,32 450' SECOND SO' 5o SIP 207' 207' 40' /67' 0 5/ H ¢0. Vi ;1-9 /72./ 0 0111 11 11. N'7/0-102✓ 377' 2/1.64' 1 3-0"/0.90' 801 404.20 N -n' -JOE x,'79'_\. //O,0/' n ® '0 10 So' CO 5o' s /00' s 8 50:50' l5 i 15 So';50 51 1®G e 5o' 50' 1, 48 1 50'150' /4 11 ®6 4- 5o' ® 3 50' /® So" !4 50' ®, t M //o' ® o 1 m 11 /5 //o' 12 © 50 60 50' 13 0 50\ !6 So' 14 /63 So /64 So' 15 /6 5o' O 5o 16 s 5o' e 50 17 69 50,50' /7 18 ® 5o e So' 1:9 ct /)n 50 So' 0/x.® R. 55' 55' WENTY ^Z Z D n0' .15 5 10 So' !%: e So' So' /9 o' 5°H30 8 So o' So', 5o' 0 ; 0 i so' So" 5o'' �i 50 g So' 881180 5o'; 50' 9 ^ X50: So'; 50' 01 /8 4 so' Sol 84 1 50 50' 83 50 50. 1 50' 00 m S 1 Sd I'0' h 79 h 79 1 flo II m0 12 13 1;4 15 Vi �./ 16 LiLI4 17 lb 19 , m , B 4 C //o So' 50" 56 So' So 50' So 5o" 56:6o' 5o';So 50,50' 50' So' //a r WENTY I I I FOURTH .60' Go' 60' co' so' 6o' 60' 60' 40 ,2 2a40 40'2626140 60' 60' 60' 60 60' 7 16 15 14 13 12 II 10 9' 8 �, 7 5 4 3 2 1 N h TWENTY FIFTH so lO'r N18' 30;30 1'9 I :4o'i 4.10- 20:' 3o:3o, 21 40 -/o_i 221 30;30 , 2'3 401, .lo,r 24 3030 25 60' n 26 60' . 27 60' I rJ 28 4o-. -/f, / y 29 0;40 X30 40,2(20,40' 31 32 60' 33 60' 347 , 9 6o' 7 8 60' 7 60' 6 90 '5 40 ; 44 .1 401,202040 3 ' 2 Ly0' ,1 50' I inIni 6o' • 7 NI 60- IC 60' Ig 40 240 14 1 !2c2d4o 13 1 1 :12 ,110 '! 50 11 60; 10 60" TWENTY SIXTH 40 2c AVE. 60' 01 n 16174 I 16V 1440 1 I 15r 60' 0 1216 451.3 75 Iln V 9• 8` 6o' 7ha' n GO' 6 0 60' m 5ry 4o '2x26140 'n o 414 3w 60' •e 7 2 N 6o' n 1 so So 5o' 0 5 4 M 478.22 0 \50 277. '99.12 AVE. k 50 50 AVE 3:4. 17 o 0e 97.41' k 50 50 50 5o' 50 5o' 50' °08 l3 36 35 3:`r;214 13 12 11 10 9 BA 3:`r;214 50 0 50' 50 0' • 15 16 17 18 19 2 4 21 r� fl /J SO 5o' 50 50 CERTIFICATE I, Be/%on Rhodes Cify C/erh of the City of Jan Mateo and ex -officio C/erk of/he City Covnci/ thereof, certify /ha/ /he within diagram of /he Assessment Dis/ric/ described in the Res o/cation of /n ten/ion N? 37-5, passed by /he said Covnci/ on /937 was prepared by /he Ci/y Engineer and dv/y c7ioproved by the said Covnci/ aids reyv/ar meeting h e/d /938 Wi/Hess my hand and offic/a/ sea/this dayof /93 AVE. Diagram Recorded 353.79' U / ',4' 94 17'. 5 k.,\ 6 \ /40' 60' 0 16 60' 15 60' 14 6o' 13 60' 12 60' II 60' 10 60 9 60' S 60' 7 60' 0 6 - 3030 16 17 30 18 3C.30 g/ 30 9 17 18 19 20 21 22 23 24 8 25 26 27 15 14 13 12 11. 10K O i.`,./A ` i`J 0 ,'i H 60' 60 60 60 60 6o' Go' 60' 60' 60 60' 30 3o 30 30 mar. AVE. 0 2 401 fie/d doo4 .171/ /9age 3f Ci/y C/erh .5u/o/ of Streets LEGEND Assessment D/s/ricf Boundary Assessment Number /9/ock Number DIAGRAM H O 0 MAP SHOWING ASSESSMENT DISTRICT FOR IMPROVEMENT OF LODATO AVE.DRAINAGE AREA SAN MAT E O, CAL. SCALE I"=200' 266. 116 170.12' 1. 171.83' JAN. 1938 RES. INT. N2 37- 5 City Engineer. Pint; .case 2. Drawer 4 Sheet 86