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HomeMy Public PortalAboutDrainage Channel for San Mateo Village Units #3 & #5a Rif /OC — Cctneci /e✓awe lc canal r✓o/I % , ,1 /// /CyQe k E /04..f„ S t v.- PLAN A r B£G/N/JIM OF LINED CA//AL SCALE /"•JQ" //o Tide gai Bird- ;,rr -- (A/4 icati 1!';- Carpet}) L -e� el Inc C 8x /0' cu/✓er/ • \ '\ \• uN, reN \ • \ • Lam._ 1 4! ¥h Place key i ar' end ofsecfic.o e tl� -- For. oh. r ,rcrcr'�' a ' rr• L . - 47 U_c 0 See Sheel 2 Wail Seclic/. Sla 4'o2V1cSr JS Sec/ion MM, PLAN 6 rn-err 5 /rear± ti N- 1 - C- Z v — n ct.;Se= 'r eleck cvi sect,cn M gunire 2 U"wrde , 2 -deep Fcr ste/cc. Steps ;f.j9-n Are. Caban,ced iron steps SECTION A --A STEP DETAILS SCALE tiy/f Step s -- see detail DETAIL PLAN S ALE /•=3C' PLAN ;1*P roc/ SECT/01, e c CAL V/// -'- /FO/.' f ? SCAL L r?,' i - y 4=90`3 b78- 98 He.a'dwa/,- Faces on chord of street curve ,htersec/Liq f easement /tes. /d T - E k� McL EL LAN irefoi:'_i r ZCJVF,e Low iii<araz CY,41,1A'Sh N53'42'30' E FORTIETH AVENUE \ \t SAN MATED VILLAGE CC/VE/F/4 L PL A Al SCALE /'"=200' — 30' easement 4/i -CC 12 A — 4' !c Easemen' -4 A. }I • Jig a • 6 . 5 ccstr 6 - J' 4'.gu `` �` E/iSYin' canal a y 6 •con e -re% s/a<s ` 42. .�6f725/ n 64` 27' 40+`90± Variable /2' ;;A; ,-/a,f' :9.— Ec /nag / ?&r TYPICAL CAkAL SECTION SCALE kii -=i' I 301Easement Var,'ab/e 1�moarnani corer -- 6- stand 6o/3 /a /Jo. 8 crusfred rock or gra»re/ L/ 0'49' nil \ i 1 4 ho/rseS ick? ,ed \ L� I4 -© , PUE1' 1 a 1 ey 1 \ i r? a� A/, Exls!1, Cor,e7/ 1 r.' i aperarr ra e loco�,on . a h r— — 6,. I/2..toNc8 Z'a i< Crusted rock crgmve/. APCN SEC T/ON NORTH OF 39 Tn A ✓E NUE SCALE V^=/' �! 4 3t3g& Gc%//ton sin ex-is/tag arc-17 Unit No. 3 Un,t No S 1 + - . 43145 �� — End afPr jec/ Uni l No./ r Un,/ /4 / T Q S qo3 C tea: r\ o I1 1 t'.: \- 1 .4.Ni 1_ -.;;Lera at -0-111- I iT: o ;>Ld. CY dam. al .. :�/, orv; ,g %ojV .4{.4TF C 9414 ? .tv 0.o8z% - to c33 0 ` /O.82 i� ea /25 s RI 07-43' LOW :`'.�, 4,C' 989 _ 24' y 9c.� I V ' 90' 2 4 6 8 /o /2 /4 /6 /G 20 22 24 26 28 30 32 34 36 36 40 42 44 StrAZEL-- HORLZO/;TAL VERT-'CAL / ' • NOTEC 3. Arch Culieet-i- Alc. 20 6:;rrug4I-eci Melia/Arc-4, /4' span, 4'74" r/se, copper frot; alloy,Atmcc DraMage Prcducts Co. or nag/. No. /2 gage m easemenit. 4. Place canal lining in allerocie sec/tans of ..20' ek:',AMIACLE CHANNEL FOR PLAN le PFOFILE CEA? Tic/CATE Ala 0.353: 1 6. 8 Slope 7-9 SPe De/r//F be/os' 6 4 DETAIL F Vonbral 0 1. 6 Q" 0 6 /,c 1 PLAN TRANS/ T/0/✓ SECT/ON /' a /2'L O.' L -•—r ip QS �p' /e" bo t/i (s tng _Fred) /4' O''s/e,:r// .240 �_. SECT/Oil A -A .:iC✓Iir f_.. • —1471-:4;66 bolt faces 1 I v, T ' r' I . 1 1 1 +- A her pr bet :rT p,a r ((41Y fir/ El/cons/on join} O SeP Delci/• Ci 0CZ,� i 1/4 I� tJ Send for side hors out G' '0" for Sp/iC/n9' ld wire R.)617/). --Top orwo'// ?",below inlerser/,le/i of'.sloped t der'lice/ so rrec. /y "#holesa.1 bo/h sides Expo?/rs/on joi// f Ti//Pr prrmokieds/rgr,. /3 / 4-.1 -Asf.',%i cca'/ /°`7140 er Pain/ Face w//+7 a-:;r:/;rvil DETAIL. TAIL. S TYPICAL F) FA,',s/ON J //t1 T sCAL r' /' Nt SEC T/ON 8-8. SC AL. E q" •'✓' I: 1 E SECT/ON C -C .11 SCALE 3jg • /' D /"O f E i Co'rurl sp/ice eras/ .1 /Ins path/ a 4x4-6/6 w/r6' mesh -- r HALF CANA/ SEC //' SCALE 11,' •L' ?#-b',yoaF hooked Rrrrr✓ r//IFrn y:: 1„yr • _L €6 yjtors5 4,&: 1 SECT/C7,1 E -E 4/4' • /' �r r - H 4x4 -6/6 wire mesh" H SECT/ON AT PAST SECT/ON D -D SCALE" Lso i,e^,r.,�s, A / ' • Erred/&n/ ii». - • Existing Pump //oase 9,4.9s I_ J Ex/s/ing Apron canal • Warp slab to Confarm to ex/S/4/ apron HALF PLAN OF CANAL AT PUMFHOu.5E SCALE iq"•/' 04,/8" rea0 /2 Cu!• lot, of exls//ng clown /'Az 8t: • SECT/CA L L SECT/ON JJ SCALE it.'"/' SCALE Ye -: /' %?1.16)/['l I. _ t --4x4.0? SECT/ON MM SCALE {q'-/• - 4,4 - 6/C /N/re mesh 2 t•:_) /»» - el'c,•ce as s/,or,•n ' %o- bMwr, hook+:✓ PICT W/17/ EXFANS/CW JWi(/T SECT/OA/ 11-11 SCAT L" '16.1• /'fe nee ez WALL SECTION STA To S•'- SccA L--7-7, 4 t //.2zfc> ✓-34: Roof /the Cut ou/side faro or wall to exp n' ex/Slug hor/zwi/a/ tar Place r2d4 beh441..._.,s.._. K-1 a SECT/ON X K SCALC Y /, NOTES w I. Con -t eie # rg' emi/e s/relx3JYh a/ 28 days : S' o p: /r �. Reinfd/rvlg to Conform is ASTMSpec. A7-4? Wire mesh /o conform 90 AS TM Spec. A /85-37 S / c,ns reinrorc/ny , 40 d wore mesh 6 4 Cleo'/ d,thynce iren, reit/be-cal ,bars it fare of concrete - /�'1'. 5, P/ace keyways a/ oil eonuindc//ofJa/h/s• 6. Expansao join/ Ci%ler to conform to Stale of Cce//ternia Speer. //y eng/fees DRAM/ACE CHANNEL FOP SAN MATED VILLAGE ON/TS Nos. S e 5 CONCRETE DETAILS SAN MATE_ O, CAL /F. SCALES AS NOTED - J[/(y / 3so JAMES IS WATERS C/✓/L ENG/NFER-7 CCPT/rCATL At' POSJ SH£ET <' or 2 \ n \ //0 108 /06 104 102 /00 9R 96 94 92 90 • Conned /e'vwe /a canal wall Levee El 104.5 PL,,44/ AT 5ECIN,WNG or LINED CANAL SCALE /"-d0" Tide gate Jtruc///rd (Nola pan/ .or Yhis cvn/nac/) Levee (Noynpa.to/'1lHs C on4wS) 0 NE --8.'14; cu/ver/ • 9 F7,,c e kr"yiv y /rl end of se c/ion 5 #e ncrP��� { co Alsr MlLa: L ry7.05' I pIT Iw 'F w 4/ i� Forwal/ reinrorcrq, See .Thee/ 2 4..19??2-1. Wall Sec>'cw SA ' Qie5rcd Sec/ion ,S71/47 M• S•+‘35 A L 0 4 .8 W PLAN 8 riser: - E /neacv:r a %a/✓arrized /ion S/ ep,x Block' owe section to gun/?e 2' D"wide A, 2 "deep Fur sr4cps. - --.- S/eos o*J$rn ,ore. Co/v xruced iron slept SECTION A -A STZ F' DETAILS Steps see de/ail -_ \ DETAIL PLAN fist P/r1N 4' a SCAir ['30' J ; rod ?1 n) _. Sf_CT/ON e e GALVAN/ZEO /RON STEP STALL /"./ e Ni-- iF-SO ' Q•90"Sr,' L:78.y8 Headwall faces on Chord of street curve th/ersec//ig easemnn1 /tes • E W McL LL L AN N89'42'a'O"E 1 FOR T/ETN C AVENUE SAN MA TCO l//L L ACE CC/V(/FAL PL A Al SCALE /" =2oo • -r , 0.033 9b *0 .01 X 0,52/., 90' e /re/nen/• 2 4 6 8 /0 /2 /4 /6 /B 20 22 24 PFPOF/L E SCALES -r HOR/ZO,vr9L /"^Zoo' VERTICAL 26 28 30 Un/ i' A/y - Un/ / No./ — W s. o w t norra 3.1 Ll Q 00 N vv. !r 1 0'-4.9. r� /2f /21 /L 35+'95 29 64'39' -' •l .?6/ /9 �9 42' /. 4 30' Earsemenl ' 11. 4-.1111 fi �', �' re 5/_- : S 610" 4'guni/e WCvJ/, /inlay r /4 <p`> /+o%o :OS.: Ex/s//ng cana/ 6'Coacre/e, 4./46 Vcrriab/e TYR/CAL /4, 0•' /2' 6" sand r 6" /%' /o No.8 crushed rock or grave/ CANAL SECflON SCALE 4"•/' 30' Easement Varl:y'h/e /2" nlin/niur/i cover . -?'.,...2 n. ^rw izbe,/2 /1k ho/es6'S' to* plies 'i/ 6'�/Ex,.S//;?9, comv/! ✓ alo ru,viina/e /oral -ion • 6" /%`z'' to No B crushed rock or pave/. /=3 _ARCH SECTION NORTH'�' 7�, OF 397w AVENUE SCALE Ye '=/' 3r&? 1;6'1 h/)« in evis//ng arc// 96'34 3E f 1 40 4- -I Pp .1 1 • 1„, pie ._reia�y C,ty E„g,nt"er- NOTES / E./en/ions— City of San Mateo c/a/um, 2. Arch /eng'Nis tnerxsurev' from end bo///io/e,s /n e'eti-bn7 orrh, 3. Arch (u/vest ' No. 20 Corruq. ate s' Me/a/ Arch, /4' span, 4 7i" rise, copfler iron alloy, Arnlco Drainage Products Co. or era/. No. /2 gage in eases» en/: No. 8 9'a3e, under spree/�, 4. Pare rano/ lining in a/female sec//a;s or 20' /eng.///. FREDEIVED JUL 31 1950 ENGINEERING DEPT. Di?, /NAGE CHANNEL FOR SAN MA TEC IVIL L A CE UN/TS Nes. 3 eZ S PLAN e PROFILE SAN MATEO, CAL /F. SCAL/'S AS NOTKI' -" JULY /A;'C' _/Ah:1"S E k.ATERu' C/v/,, ENc,'Nr'rk..r 4)4,, i. /J' CE/•,'T/ricATE No 9fJ SHF.c.' r / OF ' A i PLAN- TRANS/ T/0/✓ SECT/ON 9 See Delai/F be/ow J4 O noop., ef3: 0'> 4 -/"a u u /3:4" r.-ALe 34,!" - /' i 0 01 / 2 tlUl P' • I 0 1 /2• O 4 6 /Z 0 0 S. It' /2=0" L-1- - —f -- I— — i2oc /8" both laces-' -_ T `�C'yw (staggered) _1 boa/ faces 9: a1. 6" „ DETAIL F is •!q '/' /4 •N� I 1- r / A (hor bet" ve Pt CUr Ot e EYpar/s/on join/ _ Seto Detail 6 Send farside bryrs out 2'U" Tor sp/icing /b wire /mesh. fo crwa// 2"e�/ow in/etsec/%t/ T — To ,b of s/oped t l ell/Cal surfoee°s. -2q6 kic hoop -03W ias .5'' %20)191/2'„ ir SECT/0/1 A A SCALE 3,ei. t /' r Y• 6.4 OE TA /L, G TYPICAL D-FALtS/ON J(/N T SCALE 3" r/' /"Q bath sides £_ pat15ion Joint fitter•prrmekleds /PJq/CJ er -- Pgin/ lace w/7yi asphalt • Pkocrpe- both ways;' _; -1 _ 4:G.. 4x4 -6/6 wire /net 2 --r' nett o boop s ai .71-o SECT/ON 8-8 &CALL" •5,- SECT/ON C -C SCALE 3-" /' Co nal stn/ice mesh a1 /his pain/ . O. —1. '#-bo*n hooked Bend alternate ,liars 141.E ho4sc)5' :CBS tokin HAL F CANAL SEC 770A/ SCALE "/' 1 I 344 /2" 6 -1 1 \ ,o' e SEC T/GN D -0 SCALE 4l'•r' SECT/ON E -E 2 1' 4x4 -6/6 wire /nest POST 1 Ft 4 SECT/ON AT POST $6aY9' &116/6 Feysernenl //fires .� Exish g Pump /louse • �--+- J 3 £xis ling Apron Warp s/at /b conform fo exirnhq apron HALF PLAN OF CANAL ,4T PUMP h'011,5 SCALE i*"•/' 6 yPcOef2,. Cut /rip ore/Xs/mg wry// Roof /me CL// outside faro of. wall to expose exislug horizoida/ bar, P/crre Yet$ hehrhi. _ -- SEC T -/©H J J SCAL£ $ SECT/OA/ L L 4 SCALE -Ye /' v4.6)/ ' sto SECTION MM SCALE •?LR' /' 4x'4 - 6/Grvire mesh r2tds,r: 4cc eas shown' y2rb-ballot hooked POST win/ EXPAA/5/ON Jo/LVT SECT/OA/ H - H 5,`ALE'&"_/' --4x4 g/a' WALL SECT/ON S TA -Co t To -. 5_ SCAL e /' 4177. Cana/ T T I SEC T/ON K K SCAL: r "•/' NOTES - t Concrele equnde s/rrixyM al Pea days: 8000 psi 2. Peinroiribg to ran form /o AS7W Sp ec. A 742 Wire mesh /o conform 4 4STMSper, A /55-37 3 Laps re°iai cv eine , 40 d, wire 'nesh 6 " 4. C/ewr d1/sir-met 6-om re/mean-my tor- to fore of concrete 5. F -'/act' keyw.rys a/ a// con s/rz/r,lien join /s• 6. fxponsnooJoinl CI /let to eon farm to Slate orCq/,forma Specs, Dk'A/i/ACE CHANNEL FOP SAN MAT£O VILLAGE UN/TS Nos. 3 t 5 CONCRETE DETAILS SAN MATE O, CAL /F. SCALES AS NO TED JL,LY /25c JAMES E h/AT£RS C/V/a- ENG/NF.!'RS its Engineer • CC/et/Pm-ATI MO 295.9 wrlo. M • Herr ern +rrWrAi "1..••—M SHEET 2 Cr 2 • lPp rap \ N, //0 108 /06 /04 102 /00 98 96 94 92 90 - Conned/ levee to canal wall -Levee to El /04.5 PLAN AT SEGINN/NC OF LINED CANAL SCALE /"30" Tide gate structure <No/apart el fins contnvc/) •_/7 . 8.r /0' cu/verf rn F • !Th -s:- �� cr 5 O 0 r 2 k,4 0 of N \�. �i Piave ,�eyw� end of se c//0/2 dl sJ G% det 0(C°n 0 oci e7 - for•wall reinForc/hg, See Sheet 2 Wall Section Sta 5fi29C5/*C#ES e' Section MM. P=$0' %i A1-534-551 = 47.05' b kJ L *COL L /CAN DEVELOP/WE/VT CO. • 945 Cr.\. S . x - Pomp base DETAIL PLAN E. W McLELLAN SCALE N 89°42' SO" E R�So' 4.90°30' L-78.98 Headway/ faces on chord ! of street curve /hfersechhg I easement est/6' \ \ \\ \ :\ \ \_-N -N -% \ < \ \ \ \ \ \ FOR T/E TH AVENUE SAN /4ATEO V/LLAGE_' CCNEI AL PL A N SCALE /"=200' k/o er-sur qce .2S0 cP t,de E/e✓ /04 _ ./ .i0' easement j Unit No.3 Unit No. / 1 / S. • • _4- - Uni/ No 3 __+_ Unit No. / /2s I /25 357'95 90 sc ---- 64"39' 36t/9 41 69° 42' 36 t 72 B/ 64a-27' 40,4901 Lt 0°49= 4/1-6c le 4' 6 4" .30" Easement 6>r84bostac'6=Oft 4"gun""te wall 4' //Wing -r:/ 141./x)/es &s/Mg canal 6'i -operate slab Variable T �\ Fill \\. /3'4" /2' - 6" sand 6" / to No. 8 crushed rock or grave/ TYPICAL CANAL SECTION SCALE 111-1' .10' Easement Variable --- le" mia/rnutri cover ARCH SECTION NORTH OF 39Th' SCALE ,%"=/' 43,33-& & Bol/ holes in existing arCh 4.3#45 ___ End o{Pr Ject Rt 0t 49' of 9 t- ! 0.033 I 0.082% 4 6 03 4-0052 /e, 10 /2 /4 /6 /8 20 22 • P/ CAF/LE SCALES- HOR/'CONTAL /"=ZOO' VERT/CAL /"c5' 24 26 28 30 32 I sA 96' 34 36 38 40 42 44 4,/%4-4.-, Lb' i holesPS' bat sides • PULL' a , Ex/SI/hg canal �- J acyorar/mate location b c 6"/4"toNo.8 crushed rock or grave/. /_3« AVENUE NOTES / Eleva/ians-City or San Mateo dafur . Z. Arch /enghts measured from end ea/holes in ex/s/t g arch. 3. Arch Culver / -- No. 20 Corrugated Meta/ Arch, /4' span, 4 = 74" rise, copper than cr/lay, Armco Drainage Prodac/s Co. or equal. No. /2 gage In easement. /Va. 8 gage under s/rreAt. 4. P/ace canes/ I/nitg /n a/ternary sec/ions /eayth. JEL1S 11191 ENSINEFRIN6 ©Pt. DRAINAGE CHANNEL FOR SAN MA TEO VILLAGE LJN/TS Nos. 3 e 5 PLAN e PPOFILE SAN MATEO, CAL/F SCALES AS NOTE& ^, JULY /9�0 JAMES $ N/ATERs CIVIL. ENC,/NE.ERS City Engineer CeleT/F/CATE NO 29517 SHEET' / .ar 0 L ' St ti —U, 6 _Slope 7-9 See De/aL/F he/ow .P4 0/v'r.., 4 /"° /< /2" 0 C /4' 6 DE -17 /L F Sc1. _ -LQ =/' 0 C B /3=4" /2.. a it 1 0 0 0 0 0 PLAN- TRANSIT/ON SECTION SCALE H -1-- 4 :a5 SECT/Ors A A 0 9.0" /z=O,. bobs/ faces /44' boo/co-afar SCALE 3.44"- /' N P B„ L I� „rhoes-�'S, both s/des S r 1, r co A eel. ur curl ert d�rr L both wo/s E,vp o/ s/or• ,loin f__ 1 SEP Der7i/ 6 Send Farsio% bars oent 2'O.. for splicing lc wire //has/l. Top oF'wa/i 2"'he/ow in/ersec/iori of sloped et' yei-'/ica/ sot -foxes. :TO /",Q Expansion joii%/ fi//er premcHeds/rip. Cl Asp/i=cy/f -coal .11 YI DETAIL G TYPICAL EXPA4v5/ONJO/NT SCALE paper — Pain/ Care wiry .a; G/iovf /"C ,L-: // cares Sic. f. ,.>. /r._ , 71: . SEC 770N e -B SCALE 3j'=/' 1 41 SECT/ON C -C - 4x4 -6/6 wire mesh SCALE 3i?--/' Oo no/ splice mess% cif this porn/ --,- s 14' bof/on/ hooked k "Bend a/ferny/e bars 4=G / ei he/esci2S / iga HALF CANAL SECT/ON SCALE %"_/' se- w 1p a 2- C 3,0" I SECT/CA/ D -D SCALE +4'/' SECT/ON E -E is 4x4-6/8" . by/re mesa -c; SEC T/ON AT POST \ J S. FOST >, /I as shown- I Err emeri/ /fines Ex/s//1/2g FLffrf He se Ex/sling Apron U/arr r k k /c CGn fG/"ri: fC F.r £f: /iq C4CN-Ori HALF PLAN OF CANAL AT PUMP HOUSE SCALE '41(''-/' /f"- !z(oc)/2 Cu,! for °Fe :Li wall clover. 1 8 3/0 SECTIOit/ L L SCALE 3/e "_/' fps /2" SECT/ON MM SCALE 3q'=!' --- 4,4 -6/6fY/re mesh ,$6^'bo#c/r; hooked POST wiTH EXPANSION JO/ivT SECT/ON H -H SCALE -4x4 f6 Roof /toe CU- GJ'.S/_ite fare or waif 10 P.YF4 r,g E1/22-; /r horizoi la, ,ban P/act.- _ 771' hc'hv.4 - SEC T/O/J J J SCA/7 Z -/' WALL SECTION STA St296-5 TG 5465 SCA/£ -r SEC T/ON H K NG TES / Conrr e/e A yinife s/rergfh of 28 day S : JObO ps/: �. Reinf3/c.' o to conform Jo ASTM Spec. A 7-42 Wire mrs/ /o confirm Jo AS TM Spec. A /85-37 3. /a7;r to;>,1carc», , 46 d. wire mesh 6 " 4 C/PYr '2 5! 7i7c 9 /rot» rein o/c / Lr /tars le: face or concrete - /4: 5. Place keywr/ys of o// cams/ruer%fn jofin /s. 6. E.e/rxrns%oo jam/ filler to conform to SMie orCc,/,Torn/a Specs. RECEIVED JUL 15195@ ENGINEERING DEPT, Z4 v e -G CRE- 1< DRAINAGE.CHANNEL FOP rb SAN MA TEO VILLAGE UN/TS Nos. 3 a` 5 CONCRETE DETAILS City Eng/neer SAN MATEO, CAL /F. SCALES A5 NOTED JULY /950 JAMES itWATERS CIVIL EN6/VEERS CERTIFICATE NO. 2959 SHEET 2 or 2 aNif