Loading...
HomeMy Public PortalAboutIdaho Street Trunk Sewer to Dale Avenue Pump Station1 • • 0 oo Isj tri (-,4 O cr 4C 1/4g'D t ) CSI 1 1 CITY OF SAN MATEO APPROVED: ROBERT G. BEZZANT CITY OF SAN MATEO •I ( TRUNK SEWER,. IDAIlO ST. - SVNNTIRAE BLVDI - CARLISL! DR. CITY COUNCIL HUGH A. WAYNE , MAYOR ROY A. ARCHIBALD JOHN J. MURRAY JOHN F CONDON WILLIAM C. WEBER, JR. i SOS j Q GRAN'L z` I 1 } (ail ...... SOUTH ..• HUMBOLDT ° i ....... ......••N y... .... .,., --rte - — *{— + --- ---- 41 "Freor �I laj ARI I`SI c DP F 1G1-------JSL—va- J1f�F Iy , M ....._._ ir # T SOUTrI BAYSHORE. : BAYSHORE ( r K a I 1 t t7 n liV-'NCI- i.„„ CI) AIc `> rr .i: {4! �rOUNG ST. a !HOWE ST'. --.f rJ r �PUMP'NG PLANT' T { 3 { f J 1-- `�.._ " C SOUTH r5i{1RFC}t.it f NORTON i..... I -' l - STREET r....... STRE T f i BAY HORS x:.1 11l C3 < r A"._._. 0 l.3,! A i? (3 cc. tal 4 ST. —4, VICINITY MAP ''CAL.E; 400' _.... ._ .._ 4-1 sr i f)Li • _0 +N CITY MANAGER ARTHUR B. SULLIVAN CITY ENGINEER ROBERT G. BEZZANT raj I '_.._........> 141 L..0 NORTH . ... L> NUMBOLDT. , re) 0 ....� C! 3 Q Q 114C icr • 10 cad :1._ NORTH H 10$41-10 it• + " %... w `,.r r . . .... .. NORTH • • ..._ i i ! KINGSTON Lai (,...)51tz • 1 _.._it r. st*** w UIST FREEWAY PROPOSED SEWER LINE f l$ gsBOUL,EvARG z d z Q 1 f ! i i CONTRACT DRAWING mars *Cr {FARING THIS STAMP *11 OISOIFTF 101 COMPACT ►OP►OSIS 1 1 KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Land Development Planning 446 GRANO AVENUE • SOUTH SAN FRANCISCO, CALIFORNIA 94080 APPROVED: _ `�� WILLIAME. HARMAN- R.C.E. 11580 t 1 °v `.' C, 40A V ,.n v 32 33 V • 34 6"S 35 36 t-) 37 rx/.5 24 o veRit OW r) -_ `rJ �r- - L EX/37 IS "CAl /NFLi✓6-47-L/NE U1 1 q ) " m 5/157 '33"''i 41 3cS `kINN i ° S/JRYeY OFFSET L/Ne ?x 2 3 34'.5 48 "CA/P /4/C/5P 5 a • 4 3 TO PUMP STAT1DNi EXIST. -et , 48' ��- - - I !1 94 st It" Vc 4. 41( 4`3 L 3/¢ 6 Ex/7r. M.N R/M- /00./.3 /X/V 36 85.00 /A/k /O - 92. &v r6 „r EX/5T /$LW Rim -/J0.Oe /.VV. 36 " = 84.7Q /NV. /0" - 92.50 /7 Veit «..- EX/5T tit./J PM. /00,643 .36' S I Ntkt 3a I'S • 2 a as \_INLET STRUCTUftS 7 sea beA L .,SHEET ►7, 4-- SPEC. PI OV. S.R 07-a. 1 &'(i$-r. 4e C.M.P. .-/2 5i rtYo-,dh L— 0 5 M oT o� H --/5�D_: (SS s N. t - y - :g "' s 2. o t' 110 50 • /6 NOTE' A// e%vc/ins ar-e C,'; g 07547,0 Ma/eo z9a/t2/7-P,o/u5 /00 fief 6!6etK vita $,4 C,u,#fl) are Cori'eci nitro/ �Lor4s $0il�p//V .1 ✓{2 /35.5 Z./.4" 3 �'l/M t. 5 = oio3Z 260 LA 3977/PE 5 =0.00/0 I i 0 o I 0 6t00 N W U P /00 K 90 40 L.P .391j/sc./PE S = 0, 00/0 CONTRACT DRAINING PUNTS NOT CMS THIS SI .OE OtTIMETE Fd1R'(9Mfhcf tWPOSFS ARierov r to "5 S7O codLrA, GtgTE KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers is Land Development and Planning 449 GRAND AVENUE ■ SOUTH SAN FRANCISCO, CALIFORNIA 94080 dr )/ OF S,4A/ A1,4 rEo s4N/T,4.Ry 5ETWEA, ,'r /04POVc/dENT PROJEC ✓r 5 /rCO TO 374. CAO< 7 PLAN C45CDa4AWL'4 54'tst + /400 2400 440 _20 /.re ,4* DEs. . /* ORAW.,?k SCALE AR PRov CHt4Jl PATE Ae9 495 JOB N0. 4 44 rA 1 1 � CJ Sid OP? NoR 7-04/ N N K ti U) "G • ti 1 V .1 r \JAI /7 4774' G r4 -9a I's X6,1, 5 /1PVEY OFFSET Z/NE /6 SD E'/sr. M•i Rims, /0J, d0 /,VV- 93.5/ 7EM0✓.: (7-<'5,4044 14A/0SCA/"/,U? A.5 /Ecess'A 'K : &E Sr4rE b/4< ENCRCA CHME// r /0ERn9/ T 5? 4}PEC. PROP. S.P. /61/7 • i 0.6 EK/St GR C& SO2VEY OAASET L//✓E 0111- s It 20/ L.F .39 ~P/PEI 5 = 2 00/0 74.00 B -4o0 inn 36-S /6 1 kk � Ex757. M-/-1 ?IBS; 2/00.4 ;L'v.= 85.3 -_-.-.._ 36"5- 1 /8 I V .1 vt:' J .. 44 /' R/41= JU 55.0 sU2VC4. f r.f5E r S.A. E., fJI~ 3- NO, /9 A. era "s ---- SEE 774 7 -.0/1. OP A/Iv)-(-5: E7✓c:4©, CA/41 `2VT °f /t,/;'" (SPEC .04? i .E COIN T2&"C 7' / ,A7747/5" <i2.5.4 eEQ / ` •s9r -iVT � 54)7S1/0,• -?E- 5'ccrle ' Ver' /'= 4 AWcE14?-1 41. CONTRA..i: DRAWiNG ntirs *01 €EAAtHE TRIS STAMP APE 01V,01111 ro; (WWI rra tn.KS f /00 I 90 APPwC ave:0 C/7- wa/NEE.E' a. , p so' 9700 NO. DATE REVISIONS BY ICI-t'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Lapd Development and Planning 448 GRAND AVENUE • SOUTH SAN FRANCISCO. CALIFORNIA 94080 C/ Ye OF SA IN Ar/4 7-4-0 54A//TORY 45 41/t/Q , WPRO ✓rte 'Nr PRc.1.-r .` ,ST4Cfa0TC7_ 574.8t01 DE5,O,B.I.1 y^ ,I P!AN CASE _7,', $W64 54/2-46-%�lL,tmr'Y° DRAW.�r'Y SCALE Cd498 4 APPROV CHK.JBG DATEG�'6/-9 JOB NO. " C., /00 80 G"W 8"W 301's 441--- -- Exist 36"S ��.. See hem 2 J) r�� -4 1 SEE S747:s J/ 1 PE/2d1/T SPEC ,&fc7G.//, sA, /A/ T/1/.S f<I , kJ I0 -��. /YS, Et/C2CACHA,1E/V IT CO,(/!-,' TONS �` C�.6/ re/c7/o/V k --t etc)/ JL/WC7/W57,querfict.- , ..7EE-DETA/L, .5A/55 7- /7 SEE sine PRO.OV S.P. 07b Pek*SHORE ST4TE D,'!!D,e,z7/ WYS 574. 707150 LLI fs eg FREEWAY /73 'Sore oe 'ac,4c, .5 4e/ Ca../r7a _Sew .5Ariec./'��-C 5-S-2-/ tz.,1/24.7e7 u'=O.00s.;. ----- - .. a/ " I I I. L.] kri V -4- S NNYgi23JD? crc-Y 22 201'0  " " " " 20 REAOYE / Rammeh" Ex/sz L wrsc a �/.J& Sta. &'E� fc /4r50,. See Spec. Foray S. -/6 /2 SL//V/VY8/4'45 .1\1YD)r I\ 2"6- 1 /9 Hsi/ *4 /21.92,/5 C.J. C.) 20 E'k/sr Isie C size /6Y 0.c"GsET Z/N6 2.96. .F..33 " ' 44. ��5 s a 0020 ti 4'(//' z 1 f/,fT 10 U. 0 c) , 20 %. //5 L. P 27# /17/1='E S.' 0.0020 tv 0 , NO. DATE ' 11 Nsi V) / 1- 1 / / / / /" M.N..? /4107 /d7107 /3 ��5 caw;ON Si/Err 4 4M 5-1410 /A/ = 545t a J`1 L.1I .1 OTRIRAC DRAWING j PnI iC SOF. ifAfriKG III'S Siar RH 9liettif !O Corti C P$ OSi% /00 90 BY CHIC APPR REVISIONS /1/"/"A0 YEO a.ti .e 't-.., :lc CT/e. /" 2O i" f ' / /" .(1 KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers �% Land Development and Planning 446 GRAND AVENUE �% SOUTH SAN FRANCISCO, CALIFORNIA 94080 C/p Y aF S,q/V AAA/7:50 S.4M/TARY SEWwR / 1/9.90I/E/ ENT PROJECT 574 8,o/ TO ,ST4. /./f0 7 DES- 0.en" ie .ksr-oRaw. RY APPROVE[: CHK.JE��- SCALE DATE4.-60 68498 JOB NO. PLAN CASE O.��AWz.4 c S,See, 3 of S FM - —� \ /J'5--�_ \\ \ 20 N /3, N. C,4RL /S% /00 I 90 BV /41 /0 "S /4 ,1 07 T--- r, n 0 s z(1 v 3 G /O E4SE.t7E/✓,r IY 35 Ex/sr i 1 34 15 II !.0 33 32 I u, 3/ S'ea. 64 f se/RvEy onser G/NE I Co 33 1/ 2©" GQ MAN 8,,g SOL%T/-V 8 7 •I 6 sn_ .1 -red 1 �8 J 27 • Fd • a2 4,es — :G iS -T 6 W - 4 3 /D4/1'O 5 T4'Lt7 • 1 Cap Ca 5URYEy Ofifs r G///E 3 . F 27 A? fi/PE 5 1 0.002.0 n.. J 2/ 200 2 2 27 ,,c2//` ;F 5 = 0 0020 r q p „ to co % It Vl INL CONTRACT DRAW!PIG NEWS AO YlMrsl tSii ti 4 "•- .tc I O1SOLF[i Iat ( Tt,►�1 r;�sit'ifs I 4 19,00 '7 tri h gcr • ti /00 tkON. .4 Q 9Q NO DATE REVISIONS BY CH'K. APPR, APPR0v 7 - :._ ►1t-9 OA TE KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land DevelopmentandPlanning 446 GRAND AVENUE U SOUTH SAN FRANCISCO, CALIFORNIA 94080 t C/TY F S,4/V/i-9.4 72±-0 54N/T,�R V SEr /4/,',Q©vE,4YEiT PRO JE C r 574 /4',470 TO 5'74. /9 f.a 0 . . /I/00 /50.00 /&t0O /7;00 Y ENG/NEE2 = 20 BtGD 7„ _ 4 r ,-:9 DESG0BM DRAWR) CHK.✓5L ,r SCALE. 12u DATEei'\d JOB NO. PL C,ASE 4 DRAWER .?iHEET a 14 sh 4 40/-/8 'I 1' /00 90 80 w LLI v V K LkI I V 26 /0„'5z9 = == = 2G Ex. C.6 - /W.= 99.2 .• ;`1 -t 2 2/ EX. CO. :99.Z+ • o. 50(7/7/ I, .I 10 S.D. 1' ►V / 0 or - 29 28 S N 27 Ex, ca. /i/V , 98,04: "S 21 2'6 It LAtm /30 L;: F 27 :""r/PE-- .5 = d._oozo eSA 41. N / /NV : 96.43 26 it.. 25 24 22 §' s a*'vg y OFFSET L /NE 2 0..r S. LAT- 3 /04 /7`'D • 5 • 341 .. 2/ 20 — 4 ''i?/ /9 24 7g/ 4-\ exist a _ d'.e!/Ey OrFSET 4/we _4- I 8 2:/ r /0 /8 tx F 11" r� 25 /r . 'i EX. hi. N. /A/1/ • 99. G 0 // Sid Z.f: Y'7"r%P'E` S= 00020 /2 / • „r S. LAT /0/ Z./f- 77;574f- 5 = 0 0020 N N 2/,' 00 488,400 2� 00 Sc v/e: tiler/ CONTRAG1 DRAWNG /3119TSMOT 1EAt1$6 1,146 SIAZP All of Ot [!E F01 &lint l kk: r tv tPySFi (d/°P .:...Y .ter /" = 2 24,'00 4 25,-00 • i 90 • ,, A_ O.4 Yr NO. DATE REVISIONS BY Cli'K.IAPPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Eniineers • Land Development and Planning 448 -GRAND AVENUE I SOUTH SAN FRANCISCO. CALIFORNIA 94080 C/T Y OF 54/1/ Av/A 750 5.4///7-44,'7 IS esWEQ /4/pROVE, ENT PRO ✓EC T STd /9'5O TO ST4. '5' 50 APPROV A VE% DES.OB'4.9 DRAWR Y CRte. L SCALE, DATE C06-9 cob 4198' JOR NO. 'Z AN CASS 4 *Jar V74 /. .i/// / a f /o0 90 f kn K N N N { /8 6'S z.6 Uy`///fy D'.5 -/r*/ 50/1 T17' n IL. --30"1A1 . ESTERO MUN/. (J7/L . 0/sr 9 ,0 5.D• Pt SA N U r � /D4//0 S. LA"T. 'Tl'Q . .i. C fX/57` 6R. C@ SURVEY ;OFicSfy L/NE yoe1/4zs ITT -- 250 " ear/LYRE- S a 0. 0020 q v v n (\ •3 7,72 C �_ .-_ / { rJ V 2750 7r/ ,C]/°,C n to N DRkNiNG Fr{tfS Na!' 0./01046 ltiii SU&W Of Ot OUTE FOR (P*TIA£T NOOSES .5400 K u) /00 90 KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Land Development Planning 446 GRAND AVENUE I SOUTH SAN FRANCISCO, CALIFORNIA 94080 AP "0.75.0 Car.A G/NEE.2 OA re C/TY OP S4NV /v/ TEO 54///74RV St /MPR0t/5/WENT P4OJEC r 57:4 25-450 7D 57,4. 3/7450 24'1400 ?7f UO EAtada 2974 ao 3600 DES. .0547 DRAWA APPROVED/ APPROVE GNK.✓�./. SCALE ' DATE C619 a8498 JOB NO. T PLAN CASE 4 0/PAWL'? G SNE£T 44 J.o z: I /io /0G 0 • 80 2 / 0 tn 'v-- m 4'n/ 32 E"S 03 so /6 EX. C. e /1� /NV : 1033 1 r /A/ v. r./0/. 57 33 A N / 7 /8 - ..4„w 4' T 2 /9 20 ,ti/.14 '"/Z EQ /A T/Oiv: 35tez.62 BK.= 35.7 /6.00A ND. 5U/lYEY OFFSET L/Ale 54- (6 '5' 359.00 \ 35 &JAZ '0%D 3/>+50 27 a 4 28 SO la/T/1 I • I� C 8" St. EX G. B. /NKr /02.4 q't /5 V V 3 /0.41-/0 /2 // E.d'/3T. ca Vie' SURVEY OFFS'CT LIME )r)7, 6 > ,e... L/IT (TYR.) C 350 L. sr 27.N,''tIP.E .5 0. 0020 2242 Z.F. 2/ • IVY 22 2 ,. 4 N TT 24 I- / X. .1,-/ N.__ /Vv J3 L5' /0 3 V M Sr"? .� FT b S 3'1 7 L1) 234L.F 27"IP/PE 0.0020. It CO4TRA DRAWING ?WMS 1Q`. HARING THIS SitatP $Il OR!AI FTE int (411Illin 11 WPM; • 110 1 /00 90 cnakeirre— 4,47-2 hiprc y. /" = 20 ' s' f qO . Sca/e Ver/.. ,Y_ . REVISIONS BY CH'K APPR. KIRKER, CHAPMAN 4 ASSOCIATES Consulting Civil Engineers is Land Development and Planning 446 GRANO AVENUE ■ SOUTH SAN FRANCISCO. CALIFORNIA 94080 r'/TY OF S44/V 4.1,4TfO S.4N/r4,4Y rSEWE4 /414twovr,'t4'ENr PRO JE CT ST44. 3/f5-0 TO ST.4. 3 77450 APPROV bEs. p5M 'vORAW.RY CHK.✓SL SCALE DATE a. d:9 08 4 28 JOB NO. PL AN CASE DRAWe, Shia T 4 ' 6 a Sheet 7 Ole /8 tri ) K N- N ykt h h r jj 0 • /4/1'. /05./ 6 J N 38 Ex. Ca /.VV. /OA 3 io ) SOUTH 12.'5.0, '- LI 10 5.--Y J Q rt A Jrj, v NOTE: CONTi2ACTOR 5“ ALL MA4.% SUCU PROVISIONS AS ARE NECE SS ATZ'j `o PROV1btS CONTINUOUS SERVICE OF EXtST• UTILITIC5. CONNECTION OF EXIST• sANtTARY sewerzs SMALL NOT 13E MADE UNTIL DOWNSTREAM FACILITIES ARE COMPLETE fy' T-STED. SEE SPEC PROV. S.R 07 C. t,; 2"5 2 .3 • t Rv @ . 1' -- 38178 oROP M./-4 `{ /3 -See Oe ous She /7. EY wl N `T Div✓iod./, 13? efi NrI tilla 'kV) ztri N ti c0 oN. /25 2./C 27'/3'PE :. t = 0,, Oozo Its o1-, f z. S UW VE Y 0f 54Yt L //./E " 18 S. II V 2 '6 8 /D4h'O FX/ST. 6E. & 5 /4'VEY oFFSETL /NE io C"S 7 a I C _A pD1r N // a,,, s. L AT. 202 L. 27 Bic/PE __ . ..5.._ a °O/4 • vi N N 0 Co' t t i N i So 1 1 LC. N U) STZ \ \ \ • • V / / / A flits if1E I OfA11 T4I S) s''t; .turotin k 11 r?! T$k(i nstostS V /00 90 0VE0 � i/G c1- -- dvavAaR OA re /�. /7.`n, -/j. /1' = 20' NO. DATE REVISIONS BY CH'K.JAPPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers . Land Development and Planning 446 GRAND AVENUE a SOUTH SAN FRANCISCO, CALIFORNIA 44080 C, /7 )7 OF 54/V /(.-l.4 TE C> 544✓/T.4irs Y SEWER /41PROvr/V /VT,9. /2/040.14- CI 7 ST.4. J7i50 TO ST.4. 40780 DES.aBM' n'a y , Y'/ ,PL ANCd5€-a4ifi-�'R'-7PS�n Ei`--aRAW.RY SCALE 8U 98 , - 6 4r5F APPRQVEO CHK.f9L DATE'' 1°9 JOB Na. / z C12 -P6 5A,ee/ o7` /6 r - ra 0.1 _r- . ---c I / N NINx/14/fd5 =/°,00'27:- :\ • J__- -I :r J //0 /JO 7 90 s n0 25L,F S=47.040/4 0 b iNn /42 6'S / I .L 4-- /dNDSCi'PEP ,4,PEA /CE /2/_A11/T 4� cr .M//. .- // V As 'I //4 2. F /3 e" /14ct' STEEL CAS/A/6- V () 5° S O .- ., Er Co. / SDUTH yL_ L. F Z7'" P/RE 5:0.039 T t —f A Sorvej /the 1 r LE 5 C9\\V 1� f,v Q 5 \ / v • \" / 46.097- +ed 5rc'cA Pr//ogs / / j\ki9 / 1 , V A2E-AI . E 147EPLACE fil.57/4/ 2 LAd/G2SCAPA/6- is /7EQv//?ED, STA. Izt4' to 45,50. c5Oec$pec.Pro ✓. Sie/ij/7 (c5TA.TE DJL4 NwY.S. ENC/?OAC/-r/vlEA/T ick/Z 9r/T, , ` RELAT/ye TO COoVO/T/O.c«,5• y``/a4,0//r6/WEA/T,S Fob CO/VS T/lc/CT 0,c/ /it/ T,v/s ,AREA. 1 //),21/4/0 — SAE -fa° AP See DetoJ4' 5M'//8 f S,cec Pee/. .S. R et / L, -Bon Amex/STEEL C.4s//1/r,+, i CONC. CRADLE See I0e'h i 3714 •/8 See Spec: 7129VSR /2, /8c 7i 27'F/PE cg's O 0/4 3B L,T 27 " PIPE ,..2.4.004e / /,4, v 25CAPEo 4,C>E,4 %CE /92,4A/7 - 4s I ksTh I! 5 p N ti". - - Pt 5.a v EN 3Sl.F. //pRE ✓AC4 ,STEEL CAS/A/Cr. /2/79/F 27" R/PE 3 0.004© PRINTS ti©' HARING 'NIB STatP AEI ©11',DLETE fOit fli ear, ✓o �� Fo,47 /5494e (dAC,4-;cs'TEEL C46/476-, SEE- SPEC. %kad. S /- // /PPROVEO 46 #ea A//tAO - t- /•,,y./0,.9. \ f cSene &?5& Life ) U V 1 r? r ( J N rn 72�F. 27",a/Pt 0O/4 K M 0\ 4,'0010 ;/0 /d0 90 • ,r NO. DATE REVISIONS AY CH'K. I APPR. 41 4 914 re KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers as Land Development and Planning 446 GRAND AVENUE U SOUTH SAN FRANCISCO, CALIFORNIA 9.4080 .5.741 107480. To 57;4. 477'00 4202 • 4,44400 C/ A/davern Ps SCALE DATEJ- 6;79 t/r1 68 hi 961 4 ORAWEN 44 I //✓ /00 80, k1 N V c Ng - /9 /8 Cb U' N I /7 Ln r /6' a 03 4e 2"6 .. /S 6"n, / csa /Y EX. C 8 /NY. =/OE, G 6°w` 49 50 6 1/5 is tst- 7 croz--4t e&' 37 3 0 4 I. SOUTH 0 5 /) Tarl5.LAT(TYP.) C h 7 / 50,-25 8 /5,4/L710 e _ r ,•ex/...gr 6'9 �� SuRVrY O/'FSO'T L. /Me 0. 0 0 4 325L.F 47"f'/PE V. 5 = 0. 00/4 9 n ro 0' 4 C) ---- I 6W* M1r 27 26 /NV= /C1 A ' �. 5[!4v& -V _ S / 3 ' �`r /4 .�l/ / ` . . 0 z ; vim' 6 "5 0 ttit 2 JD) A Ft? IC =O. -_^.Q/4 4'7100 48700 49,00 5t�r4dQ . 5/ad- Jv CLNTRA DRAWVNG MiliTS NOT Of Ailr7i4r THUS STAMP Alf iI Oe\ctETl Fag IO TITACT Pliansts li 4p'/Fov$o CS),`E'Nalweer tale. Ue- / _ 4 f 52.✓ 90 4 N 0IIkfl • !/i "�� 90 I REVISIONS BY CH'K.i APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 448 GRANO AVENUE ■ SOUTH SAN FRANCISCO. CALIFORNIA 94080 C/T }' OF S,4/'✓I/V,,4 fc7 SUN/7,4R K SEWER /Atop ovemem- F"Ro Lie c T 47100 TO S. 53' 00 Q •�f� p 44'C4S6 D,Q4H4GP346ET RA1yRY . SCALE �V 4.�8 �y. APPROV CHK.✓BL OATP JOB NO. 6 44 I t, r'7 4 CA n0 1 jM _.0 i 1 /00 .90 60 t 25 21 4.4 1\1 1-4 11/ 1 1 23 •2"6 22 x /VA/ 54/NY.=/030 +, G5 4-I — _: _ 53#75 4 wA s • 0 2di / t1 2o /9 1 I rx rlyx ry* L 7 8 50(/77/ /0,4 HO 75L,F, 27 "P/PE = 0, 0-0/4 0 0 0 SG f .sz/revE aF-/e5rr Lhit- 9 /8 57 4 • fl/3Tc,E? S S/4'WEYo, s4-rL/A/E It ft. L AT; (TYP) I 1 I me / i 1" s7t 5 // /r: !e; /V / 0 1 14 NI t (4 n T `6Att '11 i ml .35D L.F ?7-„P/29`e. 1 0 X C.B. " z. /2 Fx ate`;_;' I' .._✓ / , `c'. 0 0 j 8' 5.0. iCy ..5- O. 00/4 h h f) k N 6) 53 0 541ta0 • 55&O r 'Yor-y /J"- 20 CONTR.AC DRAW! ; 11I$1S WO YfAMS TrsIS `Tnip Art OA' -01.16 FU1 (etatR(1 110P(P KS 58f0^ 110 100 9C) 5:%&O N0. DATE REVISIONS 1 BY 1CH'K. ApPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Land Development and Planning 446 GRAND AVENUE • SOUTH SAN FRANCISCO. CALIFORNIA 94080 C/TY OF S4N /VA 75 54N/T4PY SEwfR / ,PovCMENT PRO ✓E C T 57:4 53400 TO STA. 59400 ' APPROVio CHK.,1,71^ DATE JOB NO. J DRAW/FY' SCALE +dL AN C,q -5E 0,92Wi17s+vrt7 Co' 498 , 4 6 14 4 -1 /7of'18 COUSTP. 141-I —24 a c) A /) L ,' ri ' / 2"G /6 /7 /6. ( s a's t e SURVEY OFFSET L/NE _ 1,2 GC lase.__._., 4 `_5 .'� "20 60 y 75 4 'AV /B A/ORTiV f S-rJ..4 C/0343 /c2' 27"P/PE ✓`=O.00/d 6r/ 2"G /3- • M.I4. WV, 934 M.H.*23 couNECT Ex. 18" AT.tx.1NV_EL.(not) NV. 95.10 COUSTR. 27 PLucT Exist. IS IUV 97.8 9 VI tilI 0`•�' �yF- `o^ 0 lu'-91'9 3 �ex.+.t.N. U, 97.$ 1 PLUG EX. 8" 11n I • ix l u, I / REMOVE (.111y COLISTR. 15, PLUC1 EXIST. 'IS' PLue tX• S t SC/7E4IAT/ .!}ETA/L U. /©A%') ST. / 7/2704,/ A VV . IAATCI-1 EX. WV. 998 PLUG EXI IJOTSTE :15" COUTRAC TOR SHALL MAKE SUCH PROVISIOUS AS ARE k1ECESSARY TO PROVIDE COtITNOOOS SERVICE' Or EXIST FACILITIES. COIJuEGTI00 OF EXIST S�LI.IITARY SEWERS SHALL_ MOT (�E MADE UIJTIL DOW/JSTREAM rACI LITIES ARE COMPLETE TESTED. EXIST. M�N. 64+23 Ils .I K K a -64123 /4'L? of L I&VL'YL/NE /ii,7C// Exist. /S' /AY. (-99.8-9 E_X.. 1.H 36.8 SG. — 1."5 / K. 7 d S.iL 4r.. (rip) 0 4 //24HO EX/ST. GR _ StJRY.4Y OFFSET L tNE 33 4 f /7 «/t/°E- "s9' izitt I 0 a 0. 00/4 c.,74r,,, . 5 / y 9578 1 A 9.7 0 "S f `4a t� cc. !2"5D 1 24V SEE SCWEMA T/C DETA/L , A5C vE 4 a - u ,f 3 ':5 I,Y .•5' w4 t 23 0 • (�iL-�''7v.8 `J (,Q yE) i to 06 L.F. /5 ", *°E /S`P/PE s 0.00/4 actvo h kcs CP✓ttt &t I r. et' 2,:p c r C2'+00 P1 4T5 NOT VEARUWE TM; liner Ltf WWII i•DR.((MIMA{I ^OCr(SiS w ttu Z MATCH LINE r) 0 WK.- 95.89 6.5,00 MATCH L/NE //0 /00 90 NO. DATE REVISIONS St CMK.I APPR. KIRKER, CHAPMAN & ASSOCIATES • Consulting Civil Engineers is Land Development and Planning 446 GRAND AVENUE • SOUTH SAN FRANCISCO. CALIFORNIA 94080 C/T Y OP SAN 4147-577 S�Iv/TORY se.w479 /AuiPRv0Y£4 ENT PRO J£ ^ 7 5T.4. 5.9t 00 To 5'74. 65400 s,. Lc DES. Od.M SCALE c�498 JOB NiO. eoz AN'?4%E 1Ga?.4w .3}VEE,'' 4 c 44 d'Aree .t 72 0 tel CNKC Jell DATE 1 //O /DO 90 1 ,\ j\ 1 22 1 M// 65# 4 7 /NY. it /00. 9 ,r5 22 kV 2 NOA) 77-i 0 r-' 2/ 3 0 .. 20 4? 0 /9 5 /DA i -/O -(----••• -: /8 9 47t'G8 6 r /7: 7 tX/,5T. ae. .CS 5C1tey/E.Y,OFFj4'7 L/NC,U S.:LA7 (Tye) 1 0 /6- 8 �n n 9 c3> cry Mr NA\ /41 I iS> 7l 4.y1 7074- /// V = 9c;. ¢ 'tit(1 /0 NO) CC/VT/74 C T,0A" 57-/ i L L 47,4kr ,57/CA /47431{21,/... 0/1/.:57 5 i 45 .4A'. ^.-` >.....,47! ' V f'QOV/,;7 C'OA./ VC' J/ X!. �,f1,/ A--21 7TZ`C/7. / J, 2i/4 C7//77N y :16 SA/177,764?, V -_ -. 445' n ^�/ L 1/O/_GGL /11 :2: ;CE- t&1/71L 2v:2)1/Lt. el,f::;-47X7S.4 A-7 A21 z /7;ic ; 4,Q6 ..�i_7i✓��t�.. TL c: 725-.5.7-4C0 . 0 0 u "G F t t cn\-1 11_1 1t] 1 r-- C3 /9 . i I 61/81-- FX.. id.. 70 '4'8 /Nv. 9a. 7/ CONN' C7 JQ EX/S.'- „0 EXT //vv. 9C.71 ± V K t tkl .65100 4 218 Z. 4/.,.6-!'P/.Pt /S s= C. 00/4 1 26 g L.5 /5'1c /27f S= 0.00/4 rRACT 10 ftes Mo 1 @fA1I4€ THIS SIAM!' c;Qf OESOLETE FO [9t4 RAC I J'OSfl ,/a/a0 ✓EO 1. . czn- NG`/n/re,e 4,, ,,r?.• /lop!? . / *' 5= O. GO/• ' ± .iu t I 2 "G EX/Si /5" IySSdn. Sewer 70/.00 NO. DATE: REVISIONS 1 BY CH'K //0 /00 APPR. KIRKER,:CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 446 GRAND AVENUE I SOUTH SAN FRANCISCO, CALIFORNIA 94080 • Ci 5,4/V /VA TEO' SANV/TORY 554VEi4' /AIREPOVE,' RENT PROJECT 574. C.6;400 70 ,574. 70.04 68 ®° APPROVE_ DES -11.5A1 P2 :4+V C'AJE'.D/7ANPFSVE'E!` ier• DRAW.A1Y SCALE 66' 498 CH6. JG?.,'. DATE JOB NO. r.� 1 c 14 t 9 air 41/4 m ar¢ // mac'=:= .0. wi-cga .e7 n n E �D C o , � 02-1 m• —.tre m • OC N O A C CA f 2 II • r z • Cis D b M Z Jy� f• tD io>s 0 of G) cr a D Q -- is a z by 5pry - m «, co SNOISIA3a 2 C70 rat . as cre a I' �mt00 /NY, BG.G 3 Csa I 8's lj tat 11 I/ / C_--! 7 7 N 7 ' / ".. - -77.'",--- ..— i ,4 -it ' // 7' AA <1. ., / N NrN Jh Lt - Cs1/4-r 0 / /\ rJ O \] CJ .3 I0 N k 'C t /U ' i v , 6i II. ti �' 6/00 TC/ I L /.^✓r 1 0 v ` (EE <S�/Esr 3 _ Z54 5 L /h/E li :5'U/l1/✓YSi; AF 'I C tv -t S, t/t erer /E / "a — V ar 2r6' Guff N 1 /00% 90 80 1 tti k. S JAN A E a IO /0 9 50 L.F. 30"P/PE S=0.0006 Q,I 1 209'6 M.f/. S4-2 t.50 E a 91.0 8 �X. c./3. ✓.vY. 96.7 7 1 N 6 5 iv 1 4 '1 -- —d"C.IMt_ �EX. crI /NY, 96.8 • 3_ CCRL /SL Z- 18 SU,PVEY B,45E- L /A/E N 34 E//5T. dE , YL/EVEY OFFSET, L,wzrao +— -- 9'V N 1 35 { T R1� • �n V t /NV. 96.0 I 1f ti 8 „6 E.Y. C. B. /N✓ 95:7 I Jj 3/D L '/ ' h �,4 325.L. f. 30 ".°//E .S - O.000 a r p/ 4f Xc./_. //✓Y' 9a,/...a r 1 f! C.1a. %NY %.3 22. F /., 3(9 O. 000 6' A00 ,.n DO i 'A" L /NE ro 03 R /Q t 00 nuns Ito AEA4ih6 inks .ai 0r.Clttit kOt ;Gi:iIAC1 'woof, P/'.P0 ✓f'/7 • ,99 tg kt 90 90 NO. DATE REVISIONS BY CH'K APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers at Land Development and Planning 446 GRAND AVENUE • SOUTH SAN FRANCISCO, CALIFORNIA 94080 T> of 5,4JV 44M Tr 5.4/ 74,4'Y srw1ez' /R11:'4OVE"MENT PROJEC T CURL /SZ GR/&f Sri. &-7e.a0 TV SM. /2 ,4 00 APPRiSVE0 DES.9Li.4, DRAVkRV CHK. ✓84 SCALE DATE 6'8495 108 N0. /L AN CASE OA?4/(ieP SNE/E7'' c 27 ;>03 ��X /LJ h' /NV= 637./ r /00 90 1 80 1,r) tkl 8 7 2"6 _ 6 5 4 3 I 2 /  r-- ---- ---- i 2' J /s -,Loo /0 C4!RL /SL.E /OO L. f 30 t'%9f' S = 0.000 a f // /2 4 .5 U.': vEY BASE itiE --�� /3, /4 4a t rx/57" G,e 0 SU,E'EY OFF SC'T ! /A'E ya r /Jc 4J r. --+ " E 4-/ / '. ��[ ' 30/ L.f 30 �71�S ,5' _ ;O, O�C76 0 " s. ., ;z1- /2/00 /3/00 44400 45000 ) r(...,j1> k 1 -4 -K 444 1 / /'1;7? -' [- PV:), -z2 /6/7- 0/7" /.-..4': oA-5 T1 ii;_.. .44 1. JJ l C4// C Yr'G.C. /z/47 -c77' E"/..' e: //I (' 4�� _ ' `/ ��. ! y'��1 ". ; /S ,'1 ti .SA SS. " J 3 LkMCT /4 ari I1IUTS NOT SE4INY� THIS STAINP AIE OBSOLETE FOR CONTRACT t nPOSES ,'VvT.F_ A/�A'/37 vEp , j ,I ['C//T7r4. % L_ /1/41/C- soc'vPRO`'/,S" /o/VS a S el/47 r1FC S. ---;.42Y' .72),"44704; CONT/NUUG/S S2.CV%CE F ��X/ST'%',�� ? t 7 O 'vACE. 1:: T/62/\./ '-O Sr/.t' '"'N'G SZ' /.j /?"�� , }/ S WE.2 /A<-. ._ //AL L. A/07'E . ! 1.��SOf_ l:!''Trt .- ::./72%/ST.-PE,4M C/c / 7E5.2' = .9.4,:".�Z..4.`,-.776- d TS. STOED. 1 /00 90 R E V I S I O N BV ICH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers is Land Development and Planning 446 GRAND AVENUE " SOUTH SAN FRANCISCO, CALIFORNIA 94080 C/T Y v, 'V i 47Zc2 .Y4N,'T4,4'Y SCWE '/41",rs' VE4-/EA'% Pr; OJT r CAA /-5%EZ2q/G SI 1. /21.00 7'��C> 57.4. //',O/f 7-7a..--,7 / 7 f G DES.ORM' 2-biraF-DRAW.XY SCALE APPROVE" - _ CHK../e2_ DATE /'L4NCa5eT4 ?4Hf#sva/ ASS 498 4 6 a 34ci (-3 76. JOB NO. ;1 n 3^ti V i e•oirTo hn PLAN 3/4„t 1'-o• . RIM EL. = 108,544 STA. 38+-7B IJoTE SEE PLAQ SHEET SOF IS SEE SPEC. PRUV. SP 07 %. I, STD. TYPE A FTZAME COV ET2 , RE FEQ .1 0 CI -1-`! OF SA"4 MATEO OWE. No. B-1- 122 • INv, 104.12± rr r. - -PLU4 EXIST 12 $.5, WI -'ERE. CUT c t9 • •REF.Ef2 To City DP SAN MATED - DRAWING, No. 3- 1 - IV 1NV. 91.44 • CLASS A cowcaaTE r( SEE M.ra. DET 014 sq. 16) J � Q c3 A C I< A. {71SzECTEO OD e � N A _I 0' t i COVER OvEti EXIST, SG" 9nL Jost 25019r3I • 5,- JUNCTION STRUCTURE BOTTOM PLAt'4 �r2r a I'_ o'r S TAT I O PJri 8+01 S SEE SPEC. PRov. SP 07 G E E PL A tJ S H E. ET of 182 21M EL.7. 101.60 t • 1 C I 0 ex 15.4. ► - 3C 8-1- r•(I 3T. 3G 14. BC; 3G ns vE^lT. I3,'AfS EA, SIDE C SPLICE SAtittrz. AS INLET STRUCTURE -0- -1 V.1 653,-` EX 1ST. 1JOTE 85.0 ` M.H. SEE PL.A.R)=�FiEct.T 2 OF IPj SEE ".i.PEC. F>Rov. S,r. -07 I' 313)" SCI-IEMATIC FLOW DIAGRAM / S. t CAST 12ON EQAME F, COVER CITY OF SAU LIATEO Dw'T ?-I- )22 I a.• --•-. _..% SPAC1N4 Forik G BARS EXIST. BC: INV. 815.24 b0 _ r1 Saida • • rz50 r'o -, t5AcKY'ILL ... i /.5 o12Ecye tj CO NTRAT DRAWING ►rI$T5 107 SEAttf4S TH13 STAN 411E 013oictE fet (OWTMA('T flINTSES • •' • . '4 1 It G ' Ca -a "EXIST d8•c/AP To PUMP NSE, STD. M•1-1 STEPS £xIS`T-, Bs ".ROUT 191 • STATION 8401 JUNCTION STQUCTLJE ELEVATION 1 • 12 MITJ. -h _ 10 • J u'. EX1': dB CMf' rr'L PEDESTAL HA1+tt)W41EEt_ '-t LIFT, 1 ARMCO MOCDEt NPa 2d, 07 EQUAL - .� E. 103.0 PA.( -11\16 FCA J- 5 VEQT '3AQS • s'` -C ''' \TIN, OUT t v REMC'VE `p EXIST 3C. 45 -ELL- '7 11 I •. e 0 J fn 9 / m •8'- Co SQU,a2= STATI O ".) NLETI STRUCTURE BOTTOM PL! 12= ILO" 3'-3" 2-0 3'-3•' NIN6ES INLET ST2UCTLIIZE ToP PL /!Pi aysz7 N S EVER;:_; Ea., s!or ly _"i J ► • I o t Q m 14, ••I 1 0' 3 -" S Ca I O o c 48 ' CV, P EXIST. o N • • \ ' • r • fj • I 3/5 ALUM. Cu1 CkLER.`b Se.E TOP PLAN Y - #4?; IZ ou ) ES OP OPNG• I lit" 2 >< IgL",s 3/IC> L ALL 4.- SIDES. DC.IWELED IN-Io CONC,(ALUM) G8 tW1 SLIDE 4,ATE, &Q, MCQ MOt9EL 1O1 c ` x6' WALL TI;IAAr3LE , oQ EQUAL. •rd8 CMP E' 13T • EpA1ST, \ ._! F, L. = 83.9t C Rout; . .. Fh.= /11 ALTE2NAT.S BAt s -ro . a % 45 DIRECTtu SPLICE 1k1 AD.: ACE NT 5 f D t, S --^---- F: SEE PLAu SPEET 1 of 1$ SEE SPEC. PRoV. S F 07 • • NO. DATE E CIILMara INLET STRUCTURE ELt?\/4TION STATION i+-c. 5 REVISIONS BY • I IC CH'K KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers ■ Land Development and Planning 445 GRAND AVENUE • SOUTH SAN FRANCISCO, CAL IFORNIA 94080 I APPR C/TY OF S,4 N Il. A TEO - I S4W/TAR }'' >SEWE.=R /1f//PROVE/VENT A,4Oc%ECT EDETA/L 5 2714,0, rnarr/ " APPROVERS DES. 4%$4 DRAW. 8W CHK.✓!3L AS SHOWN SCALE DATE j‘.-cj Cc5498 JOB NO. PL AA' CASE O/7Q% ze S.fc'E / 6 44 dATE� /7 Of ;e' PIPE CLASS ta. TREN1CH TYPE SCHEDULE 1' V c. F. - R C. P. A LT RkJATE S PIPE 5! E i�'IFE G LASS V.c. P. R.C,F. TRENCH TYPE* STATIC - KJ 15" 27' 30" 33" 3e3 31004 up 5200* Z yw 5500" t _5800* rn G , O O# 13 5 f �-- 900 1D 2000 0 2000 D e O L' A V c;4+ 0 TO 70 +G8 !2-i-92.l5 TO (2,44-0" LINE 0+•00 TO 1c 01 8+01 TO !2+ 92.I TO 8+H A. P. A‘.._.T`.=Q.N -,TE 15" CLASJ 24-00 G 4 4- O•`D TO 704-C.8 27" CLASS 4000 ,)5 4- Op TO G4 -+CT. 27" CLASS 5000 CLASS 5000 ! 2 + °1 _ . I Tr-; 30" B 'A" LIME C+GO TG I C +01 33" C I^ SS 5000 5 8+01 TO 124.72 -I-. 1+01.5 TO 8+GI 39" I... A S J (moot.' R.P-M. ALTERNATE: 15" STD. 4+-OeTO c8 27" STO A 58+00 TO G4+..0?, • 27'I 3011 STD. ' 57D, 5 12+22.!5 TO 58 a.•OO S HAI! 12 LIE 0+00 TO I G +O ! 33" STD. 8+0! TO !2--92•►J 35 }++01.5 ;0 8+OI * TYPE C TRENCK !-I4L '._. 13E USED N SOFT TREIJCI-? SUE-'(2.0`�,a.'DE Qi\ILY WHEM Ab WHERE DII2ECTED 13Y THE ENGINEER • TRENCH Rr SORFACING r- 1 ASPtVNLTIC CoMC. TYP I CAL.. MIN S it, �b t� GLASS 3' CONC. • ... !)N C: SOIL. 4, .4 ECC'EN'I'rIIC PRE CAS`r M,.u. Co't.IG Se,c1"tos,. ?_d Svl. F ..' a u 1NV. CLASS A P.0 coNC. BASE SL43. • 1 YPE A FRAtvIci 4 CCVtH V Ci1"( OF St.N MTCEO DWG. No -I-!22 1 3/4 4 STD. 4t LV, I1ZCON STEPS SThCa4E PL II) ON 'NRCL_. I4txVIN4 NO OPEN1NC,. SIZE OF PIPE 3B" 5'-0 33" 30" 27" 5-0" J 15'I 1 41.04 PT&a CAST M 1; . SECTION. - • • 3QI C1i OQ P.C. CONC 13ENCN, 5E SITDE 1-1»V1NC, NO PIPE- OPCNINC7. I -o 446 Z' -o` PA N . ROCIC I3ACKFILL ,'VM6mrZI,\L: ( AS DIRECTErJ� PRECAST MANHOLE DETAILS N.S. NOTE: THE F1.R:2T PIPE JOINT ON.EITH H`;ANNOLE OR' STI2UC, tMi_lt?, CIF Z' FROM THE I ':,IO:. 414.14 HOLE.. P.1..r22c.L THE 13QTTON\ of ALL H A.I\11.10 CNANNEI,._(ZED. R SIDE OF THE L FSF_ A, ',MAX FACE Or THE N TYP :r Cn MIN., V.. -:111 4",•1 iJ O.D. =�>=n QAfj2 L S , TREET CR .4_0E C01„C. TRENCH CAP z - -Ir..1 Lc; (90% RELATIVE . DENS17`( -K= 5ACKFILL1 NACTIVE MATERIAL SEE STD. =PE0' ;TION '7-V2. Ot W-4 .t.E_ Ckr<-C.JTEri a•{ r,E: ENGIN EEC'.. IMPORTED 5U- 5E.GIUEIJ T PSACKFILL.4EE APE',. PR'CA/. c>P-0,8,d /INITIAL BACKFILL- 14" 0.. r`..�.. PRO?. S.P. OS -. PROVIDE SHA!'EG C3EDDt'A a t CE5$ J- T0� E PQC)`.''t ' COWTINLJOUS I .c AT 13C- ON' OR P' TYPE 4 TRENCH, PIPE beEDEMIG L D. /4_ C" IV I ':' N. ORLJ3HE;. oR FE- / r- I A PHAL_.TiC CoN C , CLA C5 p" CO^.1C R 1. It' '.'LI r- _ . ,1 ,., T R.E + C ? r'- 'u t, 2 C •i CON C.. TRENC1-1 CAP „- 4 "ASPHALTIC CONC. T a,EET Gr2 CE. r CLAS : 115.1 CONC . � (9" MIN. ' ` '_..._: �• , "i ^( T r':ALt -- c r 1 r.. �' -. n ,7-12' .L., N,. T..J.w ) c . I.ile}POr TEO 506 SEQUEUT r3AcKFILL TYF-' IMITIAL BACKFILL: Cp_ C. __ 1.- i' - I !� 1� ^:F TYPE -I FT" L. E _ I ` EQUAL TO,.THrAT `//H Ir',--1 15 THE Tf .EI`.)'._E-! TYPE SCNE t_;LE:_ TYPE. A E. DET."v!L5. TRU IJ SE'Nti r.Z. -4 A -TYP. - 0 to !- w U Loz < 0 E O.D. NO CON C. A".'.o-•'-ft-:. .c. -=ziN_.. L.14",..?..; OF PIPE I n • 1`10 BOND' • 4'. CON CONCRETE CRADLE r�ETr'a!t_ SEE PLAN.) Si -LC. ET `' CLA S +_!; CC"- / y, TYPE C 2 (j (15 2 0 W At; c IL k a. 0,• ; 4''`>I. T ' I c7 C TREKICH !S DI2ECTEO, i3E LIMITF C f5Y, AND DEr-11.1ED P02EAC14 OF ..sTE'2tAL.S IN THE ANC SNOWN IN TRE1t3CH ;4i kr c."' i1 tif,F' OF ti A•.CK c K1'' " PAP <17 t 5 16 .Y MIN. •is I SAN ITAON TRUNK SEWER.. 1 16• fL-- A I AJ r I ,. m>. - PIPE. TO 13E- 7 SUP! C t2 fE L, NO t oN!L /:. #S `� 21 cc max It" CLR OF S1DL 'e0+ r'0wv 1.! 0 7. i O.D.4- 2' 4.0 I. i I_Z I� c off.. ✓ i i� G r> lv�. �J 7�. /., `1• 2.IF r3F=4,Ak5 A. ?X:: '5C-1/2 T3 ' ,.: r 7. ICU I ?, : 5 Cr TTRFL' r,)CN 41.)E?A e_ _Et\I "TO Dr-. -- ,;;;;- 0, D. DET41t... OF, PIPE SUPPORT. ACROSS TrZE° S.1-1ES NOTE t SSE SPECIAL PIZOVIS)DNS Pe - CONTRACT D&AVV 1'1111TS $01 P,FAN46 T1115 STAMr t.tf OISOIFTF FOR 1 RN'T1AC1 noi'ros[S c .'._.1 v'; f'OU, EtD Tka- c.l : a. TO THE E DC3E - •- Mlk S L ramie i OF i. • !�0..- �''.-�c_ i01-7- t.". C THE F1F'.rE . 6 r I r NO. DATE REVISIONS BY CH'K. APPR. KIRKER, CHAPMAN & ASSOCIATES Consulting Civil Engineers • Land Development and Planning 446 GRAND AVENUE • SOUTH SAN FRANCISCO. CALIFORNIA 94080 (77-,r' rf S,A//}`�U/`C41�/'A 74-Vri )oil/TARP On EJ // %i/5 OYL../III.0 A//. PROJECT /71:74/Z.3 . "5 'OI•-L& E A/'PJQouEO •: c/TY>EWG/NEE/7 DOTE DES. ,r, DRAWse W ,AP`NROVEp"" CHK.J&. UNAJ SCALE DATE -- Ifj ( J - 4,..l;L . JOB NO. PL AN CASE 4 DRAWER a. SXEET 44 J/;ee//5 of /8