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HomeMy Public PortalAboutParkside Subdivision Street Improvments/ I / / LEGEND CONSTRUCT 8" V.C.P. SANITARY SEWER INSTALL 6" TRANSITE PRESSURE PIPE WITH RINGTITE FITTINGS, CLASS 100- FORCE MAIN CONSTRUCT MANHOLE CONSTRUCT STORM SEWER CONSTRUCT CATCH BASIN INSTALL ELECTROLIER INSTALL CONDUIT a SINGLE CABLE • • ▪ • INSTALL CONDUIT & DOUBLE CABLE )rt INSTALL STREET SIGN ON ELECTROLIER CONSTRUCT CURB, GUTTER, a SIDEWALK o INSTALL MONUMENT — —o -v CONSTRUCT BARRICADE CONSTRUCT 4" "ORANGEBURG11 PIPE OR 4" VITRIFIED CLAY PIPE WITH OPEN JOINTS, OR EQUAL. 6' CHAIN LINK FENCE. HOT DIPPED GALVANIZED NO. 9 GA. WIRE, 2" MESH. c.6.3t FORCE MME? EMBANKMENT 'opening 44 vE. NOTE 9. 411 V.G.P. FRENCH DRAIN TO BE USED ON ALL CURB RETURNS. SEE DETAIL, SHEET NO. 8. r TA _ _ 110V A.t_ I I. CONNECT 11ORANGEBURG" DRAINS TO R.C.P. OR C.B. 12. CORNER ?IL DETAIL SHOWING SANITARY SEWER S LATERAL LOCATION. INCOMPLETE C.B. 13. IT SHALL BE THE RESPONSIBILITY OF THE L. CEDRIC MACABEE CONSULTING ENGINEERS TO FURNISH THE CITY OF SAN MATEO WITH ANY CHANGES OF LATERAL LOCATIONS NOT CONFORMING WITH THE PLANS. SEAL SLOUGH \ SF 4C. NJ. INDEX OF PLANS STREET AND SEWER IMPROVEMENTS NOTE I. ALL CATCH BASINS TO BE TYPE G-3 2. ELEVATIONS SHOWN ARE 1001 ABOVE CITY OF SAN MATEO DATUM 3. 5' PUBLIC UTILITY EASEMENT ADJACENT TO ALL STREET R/W LINES UNLESS OTHERWISE NOTED. 4. WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF SAN MATEO STANDARD SPECIFICATIONS , DEPT. OF ENGINEERING, DATED JAN., 1951, AND INCLUDING ALL ADDENDUMS. 5. ALL CURB GRADES AND RADII GIVEN TO TOP FACE OF CURB. 6. WYE LOCATIONS ON ALL SANITARY SEWERS TO BE RECORDED AND DIMENSIONED ON THE AS CONSTRUCTED TRACINGS PRIOR TO SUBMITTING TO CITY UPON COMPLETION OF PROJECT AS FURNISHED BY CITY INSPECTOR. 7. ALL PEAK AND SAG GRADE INTERSECTIONS SHALL HAVE 20' VERTICAL CURVES. THE MIDDLE ORDINATE FOR A I% GRADE CHANGE SHALL BE 0.03' 8. MOUNT STREET SIGNS ON ELECTROLIER STANDARDS. SHEET NO. GENERAL PLAN OF SANITARY SEWER SYSTEM, STORM DRAIN SYSTEM AND ELECTROLIER SYSTEM. 2 KEHOE AVE. 3 KEHOE AVE. a KEEL ST. 4 CLIPPER ST. 5 ARK ST. , KEEL ST. a LAKE ST. 6 CLIPPER ST. STORM SEWER LINESIIBR a "C", KEEL ST. LINE "D" 7 CLIPPER ST. STORM SEWER LINE "A" 8 DETAILS - SECTIONS ETC.. 9-10 SEWAGE PUMPING STATIONS NO. 15 2 DETAILS SCALE: JOB NO. BENCH MARKS B.M. "X" CUT IN CENTER OF EAST HEADWALL OF STATE HIGHWAY CULVERT ON BAYSHORE FREEWAY a I6TH.AVE.DITCH. EL.98.83 B.M. SOUTHWEST CORNER OF NORFOLK ST . BRIDGE HANDRAIL WALL AT 16TFI.AVE. DITCH. EL. 101.82 SEWAGE PUMP STATION - NO 2-8'64 TES /6'O,oen/, q 6' CHA/N LINK PENCE GENERAL PLAN SANITARY SEWER SYSTEM STORM WATER DRAIN SYSTEM AND ELECTROLIER SYSTEM PAR KSIDE SUBDIVISION, UNIT 5A SAN MATEO, CALIF. SCALE : I" = 501 DRAWN BY: CHECKED BY: BOOK NO. DRAWN BY TC.V. SURVEY BY CITY ENGINEER DATE .tune /955 PLAN CASE 3 CHECKED DRAWER PLANS PREPARED BY ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA APPROVED: SHEET 3615 A Sheef / of/O 5heefs 1<4 RIBANENEc 19" 1S SNT No.5 ‘9S Kp� AUANCN[a 196[n 4/075,1 4" K C. P French Drain to be used 0/7 a//curb returns. See detail, Sheet 470. 8. =_ maii!!:01:= PLAN so PROFILE STREET IMPROVEMENTS PARKSIDE SUBDIVISION, UNIT 5 A SAN MATEO, CALIF. ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA Shed 2 of /0 Sheets I__M________M 1(y AISANp NEo BeI. NOTE: 4"V C. P French Drain to be Used on a// curb returns. See ale/a//, Sheet No.8. _____________=MME=== ___________________ ¢i ME_ME___e_____M______ amEMEMEMEMEMEMeEMEMEMBE o. _M=______ ______=_ _-= v _EE MEMEMeM=M-MEMIEEE em EMEW me Mm= m_E_____ MEMMEMEEM _ _e_ :71=mmEMEMe_MMEMEMEMMM _______________ ____ -. _______ ______________ EM'e =_ _ =_____ __:__u___=== �y ==-=====___=_—__i__EmE mE=== l _: _M PLAN 4v0 PROFILE STREET IMPROVEMENTS KEHOE AVENUE KEEL STREET PARKSIDE SUBDIVISION, UNIT 5 A SAN MATEO CALIF. • CITY ENGINEER ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO. CALIFORNIA Plug 8" VCR -1 _- @ rigef Line K*E RLBANRC^Nxa'n5RR o 0.5% .5"i. No75: 4 vC P French Drain 710 6e Used on a// curb returns, See defai/, $4eef No•8. f3urriGR61t - at, e 7 d 249.0" - 6" u c, P, PLAN "yo PROFILE STREET IMPROVEMENTS PARKSIDE SUBDIVISION, UNIT 5A SAN MATEO CALIF. ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA Sheet 4 of /a Sheets 0 / 2 „•E ALBAN^N6o 1951. G 3 w_._.. w�.Tit= lel Ewru SS _IS. _Sat, a— Hamm _ __mm_ yi -- �Y01� 4 0 PLAN s% PROFILE STREET IMPROVEMENTS ARK STREET KEEL STREET LAKE STREET PARKSIDE SUBDIVISION, UNIT 5 A SAN MATEO, CALIF. ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA 0 Sbeef 5 of /0 Sheets 21"C. M, P. w/ Autrimahc Drain date PLAN 440 PROFILE STORM SEWERS CLIPPER STREET LINES "B" & "G" KEEL STREET LINE "D" PARKSIDE SUBDIVISION, UNIT 5A SAN MATEO, CALIF. It" r CIO At Lk, U) —L_ G5`R.ae, tine "A" co Scale: l'='1- HoraL. /"=2`Vert . 0' 0 i- 20`- 2/`C.M.P. w/ r Aufomalac Drain G'o/e. vs U i5" d d d 4 t - 4 4 2I"C.M,P. y_/11L11 1 GE i2" Fill annu lar space kin I-6 concrete mor; CONCRETE COLLAR DETAIL NOT TO SCALE or PLAN % PROFILE STORM SEWER CLIPPER STREET LINE°AN PARKSIDE SUBDIVISION, UNIT 5A SAN MATEO, CALIF. ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA DRAWN BY: APPROVED SCALE: JOB NO. IF 3G/5A �beef 7 of /0 Sheefs 50' FOR ALL STREETS EXCEPT KEHOE AVE. WEST OF KEEL STREET ^6" MIN. NOTE: GRAVEL BEDDING TO BE PLACED UNDER ALL SEWERS WHERE UN- STABLE MATERIAL IS ENCOUNTERED, ALL AS DIRECTED BY THE ENGINEER o•,\ •�.�e� /ov 0 o o s 00 00O ^O o o ° • 0 D• 0 0000"00000 • 0" o Ca• BEDDING DETAIL NO SCALE .275"/F C P MINIMUM (0 DETAIL NO SCALE TYPICAL CONNECT/ON 4"1/CP.-/5"R.C•P. oM/T -LATERAL V . AI L 4444_.. _NO-.. canE 4 SACK P.C.C. JACKET-. 1 SAND OR GRAVEL BEDDING CONCRETE JACKET DETAIL NO SCALE WHEN COVER OVER PIPE IS LESS THAN 3 FT.( MEAS. FROM CURB ELEV.) CLAY PIPE SEWER SHALL BE ENCASED IN CONCRETE JACKET FROM PROPERTY LINE TO PROPERTY LINE IN STREET AREA. POUR LOWER 6" OF CONCRETE AND LAY PIPE , ALLOW TO CURE FOR 30 MINUTES BEFORE COMPLETING POUR,OR AS DIRECTED BY THE ENGINEER . NOTES: I. ELECTROLIERS ARE TO BE PLACED BACK OF SIDEWALK. CONSTRUCT ELECTROLIER ADJACENT TO SIDEWALK I;" HIGH IMPACT UNPLASTISIZED NN i 5' P.U.E. W I- rc 0 - SEMI -RIGID POLYVINYLCHLORIDE PIPE I WALL THICKNESS .145"- MARKEN PLASTIC CORP. OR EQUAL. I SCHEDULE 40 -PVC INCLUDES (�\ SUITABLE POLYVINYLCHLORIDE I / FITTINGS a ADAPTORS. 4"aronge1ur9 Arne French Drain Cc -6 DE TA IL FOR KEHOE ES 4.5' 60' FOR KEHOE AVE. WEST OF KEEL STREET v0 (.00)ELECTROLIER DESIGN 500 C, A7D40 -250-BI STD. DWG. 1-7-108 A FOR BASE (I) " 502C, A7D40 -250-BI " " I -7-108A 11 8' (EXCEPT KEHOE) 34' FOR ALL STREETS EXCEPT KEHOE AVE. 7' VAR I v9 LOCATION OF PROPOSED PUBLIC UTILITIES TO BE CONSTRUCTED BY OTHERS. DRAIN ROCK AS SHOWN OR AS DIRECTED BY THE ENGINEER! TRANSIT/ON FROM 4"ORANGESUR6i TO 4" VC. R PIPE (TO BE USED O,V ALL RETURNS) N© Sca /e 2. FRENCH DRAINS ARE TO BE CONSTRUCTED AFTER COMPLETION OF SEWERS, LATERALS, WATER & GAS MAINS 81 SERVICES. 3. FRENCH DRAINS ARE TO BE CONNECTED TO STORM DRAIN SYSTEM ACCORDING TO APPROVED PLAN. 4. GRADE OF FRENCH DRAIN TO BE PARALLEL TO STREET GRADE UNLESS OTHERWISE SHOWN. 5. FIRE HYDRANTS ARE TO BE PLACED BACK OF CURB. 6. FOR SEWER LATERAL INSTALLATION SEE STD. DWG. I -7-105-A, AND SEE PLAN FOR LOCATION SACKED CONCRETE RIP RAP, WIDTH r 4' PLUS "D"—� SEE PLAN - PROFILE SHEETS FOR THESE ELEVATIONSI I N RIP RAP DETAIL NO SCALE ----2 LAYERS MIN. -20' OF ASBESTOS BONDED C.M.P. 4114C,P. R/Pergi/� French 4'branyelary Rife French Oroin• 46' FOR KEHOE WEST OF KEEL ST. 36'FOR KEHOE EAST OF KEEL ST. 6" CROWN 2.5' 29' FOR ALL STREETS EXCEPT KEHOE AVE. \-0.5' a- 0 O 00 6p \•O l '• I. O. 41'FOR KEHOE WEST OF KEEL ST. 31'FOR KEHOE EAST OF KEEL ST. 7" CROWN 6" CROWN CONC. CURB 9 GUTTER SEE STD. DWG. I-7-144 TYPE "A" /— 4 " PLANT MIX ��MINIMUM IS" IMPORTED SELECT FILL MATERIAL` 4"CRUSHER RUN BASE SEWER TRENCH R.C.P. OR R.C.C.P. STORM SEWER BOT. HALF OF STORM DRAIN PIPE JOINTS °w( TO BE LEFT OPEN . e PROPERTY LINE TYPICAL STREET SECTION NO SCALE 50' ± Crown 2.5' w 2 81(EX CEPT KEHOE) 7'FOR KEHOE I. 4.5' I t DRAIN ��/ .. 8.6. ROCK 0.5' (STD. MQNUMENT 5 Nt N -2" SAND OR 3" COMPACTED ;ft / CRUSHED ROCK ( OR GRAVEL. Unless otherwise shown on Plans 4" PERFORATED "ORANGEBURG" PIPE OR 4" VITRIFIED CLAY SEWER PIPE WITH OPEN JOINT OR EQUAL. 1% MIN ///_/I/0N(- we I0• INc I % MIN l6" 20' ACCESS WAY TYPICAL CROSS SECTION //V//s/eirra 7/ 14 /0_ TO INCLUDE 20' REAR ACCESS WAY EMBANKMENT ( BLOCK NO. I a 6) NO SCALE KICK 5LOCK DETA/LS No 9ca/e s6c riow A -A DWG. I- 7-139 5'P.U.E . I I DETAIL SHEET FOR STREET IMPROVEMENTS PARKSIDE SUBDIVISION, UNIT 5 A SAN MATEO, CALIF. SCALES: AS SHOWN Y• S.s i C,�••�INy1„/ CITY ENGINEER BOOK NO. SURVEY BY DRAWN BY DATE PLAN CASE 3 OHECKED DRAWER 6 SHEET 5 PLANS PREPARED BY ENOINEERINO OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA DRAWN BY: CHECKED BY: APPROVED: SCALE: DATE: JOB NO. 3615 A .i/HEt,r8 o/ /O'deer 5 WE ALIANENE• 186[" 3" 8'4" D 8" 8"_ 4=3" 8" 2'G" GENERAL NOTES CONCRETE DESIGN STRESSES Locate Light Switch at corner near Roof. Standard Manhole Steps. See Section 'C -C1 for spacing. ,4 #6 bars /4=0"/9. 1-4 1 H See Detail O A Brick or Concrete to Grade. Set 3-'0"Manho/e rQlamrnurn Gratin? Empire Foundry PIT X"/4-44 Frame or eyual) — 1 {— - -t I I 0 \\ *5 bars top bo/torn• See Detail See Detail SIN A 8"5tee Pipe Discharg Vent Hole. E J r "`S bars top bottom. L j q3 I Standarc#' Manhole Steps. S e Dry Pit for Spading. A 4E/etc/tic ion /ro / Pane/ this wall /0" II II • ROOF PLAN /#S@ /Z"o.c. /'"6 co/2'o.c. 2"cl. • • • NO SC4 LE • 9 1. �5 @/2"o.c. Fairbanks Horse(4"fiy.543I--4 ✓ertico/ Nose Cou✓n/ed Jewaye ?'Trash Pu.svn or eyua/ (3vohose 28040/60 cy /Po) 'o 1 2 2" Sg. Concrete Bose CIS • • -4e /0 "a.c. #5@/0"o.c. 2"CI, p • I' 1' 2'c% • • �bl z r- - • t • • • • • •. II w • S@/0"o.c. each way, ti each face, Foirbankr Morse Subrners/b/e /xce -ruing Pcistp or 8940/ ---1 I I I#S.@/0"o.c. iI 6N I I 24"R.C.e r.G" II _----ii N SECTION A -A • • • • -#4-s/2"o. each face ''o bend /=< Note : .6 this wo// a// outsi Section bars in 2"u. • I, t 9 C 6E -kiln? #4 bars e/2"o.c. making *4-& G "o.c. 3-a in lower 5'6" of wall. (9 N rl U law See Section A-. /2"Bend -AN CO L (1) "l J each way, .0u ide bors "ar unc/Corrreri, /rrf, shown for is ty/o;ca/ for e wa//S. See -B' for extra corn ers. x'53 /t"a,c. -- #4e 4x2"Nominal cE/e% 005 • • 0 0.0. 0 Key (Typical) 6" l'0" ro,, 2=0" Sca/e: 9/4 11=7/ 8" PLAN /112" 76 Extra I 6c0 v- e' 4 hors /2"o,c. mokiny *4 06"0.c. in lower 5/- "of u/o//. D 8" 4" Lon! Rack./) 90°E// 1 4'145°/Sterol -. 45°.t// (ease y/oe) { 4" 450 E/. r /nr. E/er, 93.4 L. Concrete Pile. (See Detail this Sheet) P 2"Crushed Rock. NOTE: Ffbinys ra/✓es, f /a>e sha // be CL /25/b C/osr A _a LI ) [ �I - kg Nev 9;8 Fc fc n f - 3000 - 1200 p.s.i. = /0 = 20, 000 /o, s. i. CONCRETE PILES Assumed to be Raymond Step -Taper, 207bn Capacity Friction Type Pile and shall conform in all respects tSection S. R-33 of the Special Provisions, See Pile Rein/. Section 'C -C,' REINFORCING BARS All bars to be deformed (Hi -Bond bars) intermediate grade, Sp//ces, unless otherwise noted shall have minimum laps of 32diams Stirrups and Ties shall be bent ground a pin having a diameter of at least twice the bar thickness. Other bars shall be bent around q pin having the diameter of at least 6o times the bar thickness. All bars shall be bent cold LOA DS Hydrostatic for Walls and Floor Dead Load p/us /50 Its per sg, ff on Roof. CHAMFER A//exposed edges to be chamfered %" MATERIALS Concrete - C/ass A'(See City of San Mateo Standard Specifications. Forms - Use plywood for interior faces. Backfill - Crushed Kock or other mater/4/ approved by the Enyineen- EXCAVATION Excavation shall be carried to / foot below bottom of s/o6. Backfill to be of I foot of crushed rock 04" Min.) to n placed before concrete pour GATE VALVES 4"Gate Valves shall be Crone Na. 2405 A.W. W.A. or approved egua/. Valves to be of Rising Stem Type, CHECK VALVES 4" Check Valves shall be Crane No. 373 or approved egua/, COUPL /NGS 4" Couplings to be Dresser or Rolagrip or approved ava/. ELECTRICAL EQUIPMENT Square 'D' or Westinghouse Lifetime or approved egad/. ALTERNATOR Alternator Class 9039 Thoe Ph/ fonts 2,20 Cy 60 Syaere if RELAY Relay_ shall be Ty a ZLH Case 249/Voltage 220, by Z"iera/y, Berkey Cglit TRANSFORMER Transformer shall be N2 241-17/ Jefferson Automatic, 230 V. /nput, //5 V. Output - 2Kit, as furnished by Graybar Electric Co., San Francisco, Ca/if /Lon 9 Stem to :tree/ Box" l: er6obteiofve - '- 6"Forceridain /#6 Bar79 in each Pile. r° (See Pile Delon,, this Sheet). SECTION 'C -C' Sca/e,;3/4"=/ i Srnr%/r ,Blair Co uv /m9 .reties 720 500.) or eyruo/ -p d� "Force Moin g"i!cP. KEHOE N0 SCALE Wet Pi/ PUMP STA, NO, 2 as furnished +AVE. PUMP STA, NO, I SEWAGE PUMPING STATIONS NO. I AND NO. 2 DETAILS PARKSIDE SUBDIVISION, UNIT 5A SAN MATEO, CALIF SCALES As Shown BOOK NO. SURVEY BY CITY ENGINEER DRAWN BY DATE P LAN CASE 3 CHECKED DRAWER 6 SHEET 5 ENGINEERING OFFICE OF L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA DRAWN BY: CHECKED BY: APPROVED: SCALE: DATE: JOB NO. 3615-A Sheet 9 of /0 Sheets KBE' AIBRN[XEa, G6an 4v II C/ec/rodes ...4a// be insu/aled Roo/e/94-//"odes as recommended "'manu/oc/u red by , Contra//er Corpora/Jon E/cctrode 1/75i`o//o/,on 312o// h /ike /nsfa//otioo rrrao''c ci The ,'*5tehore Purn,,oh'ouse //Vorfo//c str¢ct hear A -4;w' Ann J Un/ess o7hrrtu,SC .1ye-ovt'ieo' 6y 74c City of .San Sewfro Punrn/n la.yp/enance .flan or n eltao' on Rt'ns. Grout I 1 1/45 C"i Max, /filSump Pump Discharge fix 2" Iron or Steel strop with-s''Expans/on Bolts. ,tie -cicada's to 6e held /' C/ear fi-oma a//. /i2" 112" /i2" /i2"r r N /Le' Max. Inv. Bev - 934 L_. 3=0" 3_0" i-E/ev 901 r -7 SECTION 'D -D /4=2" SCALE; 34 "--r/ MN N 3¢tx t"A/um in um Gratin0• N Concrete Pump Base. 5bors "op bofhorn. - N' N Mw 00 Concrete Pump Bose. / N METER /2'2" Zia' _Concrete Vent Fan Base• T to N FOUNDATION PLAN SCALE; 3/ /a N MAIN CIRCUIT BREAKER L3 Blue LZ ---ono L/ 00 L2 Red L / Block FUSED DISCONNECT/Nr, SWITCH (/SAmp.) LZ LI 1' ALTEPTERN4T02 CR I 0-1 8 A C 0 O C.2 A CR3 e C. CIRCUIT BREAKER / Re 8 8 C HI 0-I C C T2 �k -4 M/ 0 Ti 7; 73 MOTOR CIRCUIT BREAKER #2 11 1 0— C MO T/ T3 0 41 0 TRANSFORMER (I/O Volts) � PLUGS] 4LIGHTS, SUMP PUMP. T2 MOTOR 2 T3 L/ Block L2 Red -----r;`— L2 Red 8 NOTE Install H'*/ be/ow H #2 as shown so that Contocts of Re/oy #/ c/ose before Contacts of , TCIay * 2. SUMP Weld Steel Mesh to Open/179, 1" and Trim. (/0 Guoye X Z X p Wire Mesh) 8"- /8O °Return. 3 s Li Block r 2 o. 7. 0 N -RELAY #I (Device A) PUSH BUTTON �� CONSTANT SfY/TCH NORMALLY OPEN. 3 s 66 RELAY CONTACTS 0/ 5` #2 Constant Primary• #3 High Probe. #4 Ground, S Low Probe• #6,7, #B j #9 Normally open. Note it #3104 Normally o/nen- Closes High Probe Submerged, Opens Low Probe Re/ease, METER/ \ NA/N CIRCUIT BREAKER. Ls -0io L3 Blue Leo L2 Red Li o% —° FUSED 8 DISCONNECT: /N6 SWITCH. (I5Amp) —.- RELAY #2 (Device 5) LPUSH BUTTON CONSTANT SWITCH NORMALLY OPEN Ii/ 0 L/ WATER LEVEL -I-GROUND H'"2 0 L e2 SECTION ‘E -E' WIRING No SCALE Li Block L2 L/ 1 N N CIS 0 N N v M d CIRCUIT / BREAKER'S/ CIRCUIT BREAKER Li B O II AcR/ CR3 CRZ l J N N N M2 O• L CR/ CRZ CR3 SCHEMATIC CR3 CZ2 L 2 Red ce/ v MOR *2 M2 CRS No SCAL E SEWAGE PUMPING STATIONS NO. I AND NO. 2 DETAILS PARKSIDE SUBDIVISION, UNIT 5 A SAN MATEO, CALIF SCALES As.Shown BOOK NO. SURVEY BY 9.23-5.2 CITY ENGINEER DRAWN BY DATE PLAN CASE 3 CHECKED D RAWER 6 SHEET 5 ENGINEERING ORRICE or L. CEDRIC MACABEE CONSULTING ENGINEERS 156 UNIVERSITY AVENUE PALO ALTO, CALIFORNIA DRAWN BY: CHECKED BY: APPROVED: SCALE: DATE: JOB NO. 35/5-A Shee /0 of/0 Sheets