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HomeMy Public PortalAboutMonte Diablo Avenue, York Avenue, Cypress Avenue, 2nd Avenue, Dolan Avenue, Peck Avenue, Ryder Street, Rochester Street, Quebec Street Improvement Plans5 w 1 3 2 w z w w 2 3 /0 MH*/6 /2 95.97 2 6 FL 9642 4 S 45 i�>9-e"' evve — ` — — — 7 J --7z;7177 9 7 ,h 1 .ZS /4 /3 /2 // 9 5 L. 9 94 Legend. - — 8" v frified C iay Pipe Sewer. — — 6" 1/;//-/ 12-ot Clay Pipe Sevver. — — — 4" 141r/fled C/cry Pipe Sewer. - -- Ex/sfir7q sevrer' o /%criho/e L_,A// //r7q /17a /2o% Xt E/ecfro/ier: /2 "Cor)du// & Ooub/e Cab/e. /" Co,' dui/ f S//79/e Cob/e. Ca/C/17 B&75ir/ S/orrn .sewer Curb of/er ei siderva//t s/re�/ Sign. } Pump S/nf/ore •, 5 A../.5.792911•7/•/,4Z. A66e 9 Exis///79 8"Sewer --I /0 7' 36 QUEBEC prCv./'/YP/77f'? 75 / z 4 4 FL 95aa 5 NO Z 33 34 35 37 38 39 do 26 27 4/ Go. A// rades ands/eva%ions .5 0yvn Ae,-eon ace in /ee/ and9deciinals o/fee/ anda.-e ore hundred /reef ("AO ye /he o>r/ic/dafvrp o//he Ci/y 9/50n /11a/eo. GENERAL PLAN & SEWER & ELECTROLIER PLAN MAP NO.7 SHORE VIEW TRACT SAN MATEO, CALIF APRIL 1947 SCALE I" I00' t Plan case / D :.L 'er 4- She>et 6 SHEET 4 3 k 2 /2.S' ROCHESTER ui Q co W cr a. V FL.9597 U \ 40' SO' ro� vy T 2 50 © Street Son) furnish and into/%d by fhe City ofSon Ma%u. 7751 4 7750 FyL/.9489 fa -48705)0 Sfabon reZ.r, .5 �( " Area >obepave, :'fN /5 ! 6 scwer- Cons/ /8 CoocpiPe sewer li /4, f79 ty3 js Mete FL.95.70 CB. /0 Siree/ Si'n /0250 et rob' /1 PLCa{chBorin95.23 Sfa. 740/./.3 /02.50 Doable /fl' Condu,Y/cbubkCabk 6"Sewer• /91 175 O /, londui/Bdoubk caged/Type-8 'Cur6• yu//er• Bs dcwa/K 0 I1 I 5 Azie F.L.9547 at- //Pt /5730/7 se)2F lO c rfTsboy Sewer -17 6 7 50 8 9 STREET 50 > a N h °^ ti. k mgr '`il �a ��^ y 4 ti ^ m,o i, kr " % n kb CI1 tl- •1h 151k, 10\' tki c?' 6"sewer f\.' 0 kt IV . 95 95 0 1 2 3 4 5 6 7 Type 9 6ur4 yu//er l S,aewv/K Pi-o0L»c TYPICAL CURB RETURN TYPICAL SECTION 4=0" 44Conr ac/cd Crusher Run Base S/o,oey Per• / :4 e•.'a. 4"Comaac4dlrus/iei• /Pun Base TYPE B CURB, GUTTER a SIDEWALK 4L0" �, 494" �rF4•'/ 3" R--7" Curb grade '..Q•:4. .a. 4t 6 .'0. ' •'0 • • 4"Ccen/a ckd Crus/xr gan ase d• . ..e .v • • , 6 b • , "l 'is' 4"Comioac/ed Crus-Aer 11947 .Base N:Th. o o • a '� �, •o .o•. 'e • o. . o TYPE "A" CURB, GUTTER a SIDEWALK A_ PLAN a PROFILE ROCHESTER STREET MAP NO.7 SHORE VIEW TRACT SAN MATEO, CALIF. APRIL 1947 SCALE HORZ. ' VERT. 1-4 CITY ENGINEER Curb "fade ¢"CompiekdCrenner ,Pun Base Plan case / Drawer 4 Sheet 6 SHEET 2 Eosemen1-=— /0" / / 2 .52 ZO 5220 x 3 SO' 6"Sewcr /a 4 50' oos/rucled/ /v4asemed 5 s 53.63 Aelhe riy cons/r± Typc B "Curb J Ca/eh Brim /Z" lone. pipe slor i9rea /ahrpaved, Sewer/o he cons / Type B"Curb 5wHer d Sidewa/K/ Area /o be paved, Header Board 94.40l7ee/ro%r t ROCHESTER 5848 68.48' a-Conde/itaocab/e Cable 3 2 6848' flee/relief 54.46 .10 6. /c E ec ro .Exis/i2Leoneiraclon Area /o bepa ved // S/ree/5 jn P /2 /3 / Condw/ jOoa4/e Cab/e 55 55' /4 E/ec/ro/cr 56.74' L7ou6/e /'Condui/a Cade MCa/chBasin/ Type.5 "Car6 9ui9Cr of Jidcwa/K2 2" Conc. pipe s/orm sewer /o be cons/r Header Boor Sae f exraip/on or ris r /oca ion 59.58 • \ /"Condui/ 6 58 58 • 5 hg/c ca4b 5 58.58 • 5157 FL. 9533 Coto Dsin S/a/ion /f444o 4 3 5157 2 58.57' CYPRESS AVENUE SECOND AVENUE a „,, h ti o 0 °� 'bh0 ^�� ^ h n IR '4.25 0 k K lk 0 Pro /C e °i t 0.25/ �� f 0.25 ��ro ye� .e �� ti ` _ N - t -, b ” N fa t' �' • /4}\ ewer el 95 h `. ssei lINP 95 I N. a to K 0 I 2 3 0 I 2 3 PLAN a PROFILE CYPRESS AVE. 8& SECOND AVE. MAP NO.7 SHORE VIEW TRACT SAN MATEO, CALIF. APRIL 1947 SCALE VERT• I'=40' del CITY ENGINEER SHEET 3 4ee Gene/a/ fl/an Cando,/axicw,wO -'_1_ L _ -t 7 1\ B8 £/echo/rer , I \ / "Condui/ ci siiiy/e cab/e 3 w Q /00' 9: Ca/c% Basin & —J 0 QUEBEC 6 90 7 90* Jr -5 e Sign Type B Caro gu/kr 8 sidewa/A' zloxo t eicwer de.---Arca /obe/wvcd `Of I t o O I 90 0 STREET V a ROCHESTER Po. S tasemen/ 4 54.87 5' l 721.9 _ 6:SewerkikCons/r ti SFascmen/ S 6 Rep 36µc .� 2/20; 12.24 s• 54 semeat 60 Type. B'Curb 40 /4 Condui/ Ooub/e coy /0 0 IVE 0 h w Sic-oscine/71 s5 -- /free /o%pve /8 Concpipc s/o ewer Incas. in con;Peg (See De/a//) 36.07' • /?z --tea ',Exs253(` X87 7 O 35 ' 4768 8 COUR neasemen/ ect` /'.fX/S/I 9 a 4 ijjj6' 5ewer/obecons/r 4i//d/4 / _ — — %07.67'FL.96.4 t 55 ' k L Pro{/e 95 Name. ti ao'\ 0 • terir0/4k m 9, 95 0 2 3 0 2 a µJOCK cancrek ‘" 714,c1." around pi/be ✓rte -lye// /amroedear/ii bock/%/ SECTION CONCRETE ENCASED STORM SEWER PLAN & PROFILE QUEBEC ST. & OLIVE CT. MAP NO.7 SHORE VIEW TRACT SAN MATEO, CALIF. APRIL 1947 SCALE HORZ.I140' VERT. I=4 CITY ENGINEER SHEET 4 5973' S� 597 �6".5ewer•- f»semen/ _3987' 588 5'fasemen%--� J 6':Sewer 5442 5 3803 s72,b./ S 59.67' O 7 58 87' 8 R itim/o/•ieent- fh'eader Boord 7 Siree/Sigo 44.42" ale* 9a.1in 54.42' /0 1/ 14.41' $/ub /2 vi o S/ree/Sign iz•kbo� 5/.29' 110./ Type I3 Curb, 9u//er 9 S/ ewa/K /Z'ConcP�;oe storm sewer B� f4W7 f'6"Sewer• I — onduw/ el 5.4/e Cab/e, 7 / 47;/ere/s7B/ee/ro/er fir h(46 M Type '3"Curb, ruler- and s/dewa/,t- 6"Scwer_/ \ /2 rancyw sewer /"Condui/ d ...Tent/e Cable r - 6o' 4/ 60 10 33.22' 39 PECK 55.22' 38 5040' 37 .5040 36 fa. 1/ 35 5' • ?o' '304/' 34 5a. 33 AVENUE Catch Basin F. L- 96.30 32 C.B. cc C >- cc /7 be /8 /2 Concpi e s/orin server encased/17 Concrete. Do' /9 96.23 PL. Ce lch Basin /e cone pr e s/orm sewer 5 Easemen/ e Sheet ° Flee/mbar N 3. 10 Endo/Pibc F.L. 96.0 to to � � SE /e PrO� � ‘4 y le` e - 0.15,t m oh vltn � PN 1\4 � q)1\; ��'41 o'. Vv IN hmi 95 t0 tit n 7 cP p0 „7„,e, 0 1 2 3 4 5 6 7 PLAN & PROFILE PECK AVENUE MAP NO.7 SHORE VIEW TRACT SAN MATEO, CALIF. APRIL 1947 SCALE HORZ.111401 ERT• I-4 CITY ENGINEER SHEET 6 e\ v ti S S. Pro%% � k il\ TN w M. M. o p.25X rwsf 54�Easi \t, p. '4° V) j `' ° IN q)% W � �a � n�v V yDD �' ki 95 � Q ti 9 ���\ � o 'L.. I 11411 F �. N 95 Fy'a b wan 0 2 2 3 4 /6'-4" 6:10 " /-2" S=8" 824" /12" Opening for pump to be installed now .41 1V r "p6 bars- bottobottom? •, ibars- top Pbars-bent s "'bars L top 8 bottom -- "0 e' bars-boffom Z°0bars- fop 2"°bars @/•0" fop & bottom--- J"°bars- top and bottom - 5;N bars- bottom t/ bars• top _ 3Z J /-rbars- bottom nans-fop \ / ratters- top & bottom g'°bars- bent C 6 21 So NOTE• Openings in slob shall be such size as will permit ready insfol/aticn and removal of pump selected but shall not exceed max- imum dimensions shown and shall be reduced ifpu/np size permits. r - I 2'IDhole Mr f/oof / 1 L_- J keenp? \\ \\ I I I • \ - \� I ° 'ham /i2i1ho/ for i/oat rod 7' 7 7" 31 i"®bars top & bottom er°bars - bent OSlab Stairs -see detail. I''bars C /:O" top & bottom r --n J L - .J Opening for future pump £/ev. of 12" discharge pipe to meet pump -7 3'= "'bars fop & bottom /""bars -bent PLAN OF PUMP PLATFORM j". cos 2'0" Pumphouse to be constructed- not shown - see genera/ notes. ?"'bent bars over piles I +1 . sic" .1 i II • " Ele /04.58 / 2" Float Tube Bar Screen Elev. 94°;\ Elev. 93.00 End ofpump intake bell. rr AA. 4 Elev. 9/.50 (Vi " r 4' length 48"95RC. Pipe or MH section Conc. Floor SIDE EL E VA TION /_1.0„ 4- I'/0bars - Stairs 5 Landing see detail 2-/ev .98 -t , n Note: / pump, bar screen and float tube is for future instal/otibn. All other work shown is to be done now /G 2-9/-7" penetration 2o' L _1_ Si' ]3" RO I —S. /-'0"Spariii9 '0f/es PILE DETAILS s", /,O„ i\4 2"dS/d- pipe o" Jc 6" 3' t!' o Z- -- E/ev. 94e —E° is Plotform DITCH GRAD/NG AT PUMP STATION /"=lo' 2"0I„°adopter 3 2:9" 21.9 4-'0 " •Future Now Bar screens not shown Both insralled non' mime 1 1 I' 2/6,.. /o= a" 2 .6 " END EL EVATION 3"= /Con B S. Std. f/anq to pipe. welded PILE HANDLING PLAN No Scale. t FLOAT TUBE 44"s/eel rim- outside dimensions 4"srnal/er than pump opening Q "checker FE Z"0hole for float rod Bolt flange to slab with C-1ix 8" anchor bolts. /Owl #3 ga. welded sled pipe / Now, / Future. /"- all around COVER FOR FUTURE PUMP OPEN/N G No Sca/e. JY/. SCREEN END RING 4 ISO„ 3'x2"r8 L 3'"x2 ;rB "Z rihq 4 jx,Z"bar 8 Z'x/" bars a/ 2" ctrs. 4 4 /Feint Conc. pipe BAR SCREEN DETAILS / Screen now, / future. /0' V1) Hey/04.58 1 II -k- /Z" F rt.( 6 uzr der c SECT/ON IZ"_ I.O•, /0 Treads @/O" c 8'-4 " fl2"xB "Z ring 2.0 Stairs, Landing 8- Pui HALF PLAN 1 74a post M 4x4posts p Platform N Conc. Slab 7r l - i-4x4 Z" 0x /20" bolts '2' totol4 2,4 bnace7 Elea 98 Arn Zxs h1/ '2xc GENERAL NOTES: Materials and workmanship shall conform to /he requirements of the standard specification of the City of San Mateo. Conerrte shall contain C sacks of cement per Cu. yd. and test 3000 p. a i at 28 days. A// exposed corners shall be chamfered l.' Reinforcinq steel shall be structural grade deformed bars. Float tubes and bar screens shall be coated with bin/mos/it enamel of the type and grade recommended by the Wales -Dove - Hermiston Co. Pumps shall be Fairbanks -Morse figure 68/0 propellor pumps ortypo/ capacity 3/00 q. p in. minimum against a head of /3 feet driven by a ZZO V 3phase motor equipped with f/oaf and /gaol switch, fsed ma/ar switch with overload and underva/tage protection, magnetic starter and switch box for said controls. Float rods shall have adjuslab/e stops. The controls shall be such that the pump will star/ aufomalically when the water level reaches a predetermined elevation and shut off outoma/ica/ly when water /eve/ recedes to a predetermined level. A gasoline enq. Me standby shall be provided of sufficient power to drive the pump a/ capacity given above. It shall be so connected to the pump that either the electric motor or gasoline engine may operate without interfering with the other. If is intended that in the event of power failure That the pump shall be oper- ated (manual contro by the gasoline engine until electric power becomes again available. Automat/Cs controls for the gas- oline engine are no/ desired A umphouse shall be erected on the platform, to be; Same size as pia/farm; elclear height inside, of frame and rustic construction with tar 8 gravelar shingle roof 2- .4 //9ht windows ea. side 4-`8"x 6=8"db/. swinging door provided with I-I50YV light in center of room/ light switch and dbl. service outlet near door Materials and workmanship shall conform wi/h applicable sections of the San Mateo Budding Code. /Ow 2x/0 Xl n f 4x 4 M/7. "°bars SECT/ON STAIRS B LAND/NG 3"_ I,Q„ 4 i "fbars q SHOREV/EW DRAINAGE IMPROVEMENT PLAN SAN MATEO, CALIF. PUMPING STATION SEPTEMBER /947 SCALES AS NOTED