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HomeMy Public PortalAboutSequoia Avenue, Pico Avenue, 26th Avenue Improvement Plans/04.37' PENINSULA 6280' 62.10 6280' I 6280' Mop Op 'Y6g GOLF N42 48'/0'E" 7-'94 Cr a COUNTRY H42°41./Or "RUC 62.8a ' f 6280_ /,'rea /o bet/Wed (fee SP -O/) CLUB N 62.80' 6280_ --1, es6e. ...".v:32. H. Z M 2 -------1-:*----....---ci<„,_,,,,, _______>.c....,... 628o' 5 MAP 62.80 4 NO. 2 6280' 6210' AVENUE SHEET NO. 2 HEIGHTS „/// /// %'// //// //, '; /1// //// r / / /// ep /ill/ �4/ //1/�� Z\ Exist Cone. 0/Pe 5torn drain EXisf. Headwa//s 4 (,-FN0E /Vole: Elevate/an: shown hereon were es/ab/fished ,corn /he ,Sou/h rim of rnanho/c on Do/ores 5/reef between 26 /h. Avenue and Cues/a Avenue. E/ev. 96. 72 BENCH MARKS North boll of F/ie hydran/ of 5e9uoia Avenue and Mason Lane. E/ev. /3/94 //Or/h boll o% / e hydrae/ a/ 26/h. Avenue and Mason Lane. E/e v. /53./9 Sou/h rim a/ manhole of end of ex/s/in9 cons/ruction on Pico Avenue. Elev. /56.98 3 INDEX OF DRAWINGS GENERAL PLAN OF STREET IMPROVEMENTS SEQUOIA AVENUE PICO AVENUE a 26TH AVENUE LEGEND Construcl Curb, Gutter ( S/dewa/k Construct 6 -"VCR San//ory Sewer Construct 4" !/CR Sanitary Sewer • Construct Manhole T S OO /nsfoll E/ec/ro/ier Instal/ /2 Conduit ¢'two cables lnsla// /f Cana/ail ( one cable /nsfa/! l . Condui/ only Construct Juncf/on Box /nsfa// Monunen/ Exis/ing curb, 6uffcr S,o'ewa/k Exisliny Son//ary Sewer Exisflny Manhole Ex/sf/iry glee/re/ier• Wort' shall be done /n accordance wi/h City of San Mateo 0e/oar/men, o/' ern9/)-7eerin9 Standard Spec/7/ba/ions Da/cat Jan. /95/, Inc/adin y a// addenduns. PLANS PREPARED BY W.D. SOULE CO. CIVIL ENGINEERS REGISTERED CIVIL ENGINEER NO.4470 GENERAL PLAN STREET IMPROVEMENTS MAP N O. 3 GLENWOOD HEIGHTS SAN MATEO, CALIF RESOLUTION OF INTENTION NO. Scale I": 50' Book No. urvey By Drawn By Chk. By Date May /955 Approve�t r/ /-4-5-• PlanCose Drawer Sheet 2 20 /5 ity Engineer SHEET I OF 3 W a m 0 cc U) 0 a. 00 X X Lai w. X X 1- Y Z3W XU 4 « J a- 0 0 0 0 z z W O y a X 0 U p z S I- ¢ W o o 0 F- W y' co an NI « 0 X 2 « J « {- V G. 0 CO CO NOTE 6OOK 0 z 0" 4:0 6 L*23.5 \ SEQUOIA End S='wer (/O/aa \s -'o- S/a. /30 1- F.L. /65.'74 64°Z9'35'e • o• , /4 .5'7• B5: 27 Lonsin Header Board o X2.6 n\A'.0 \o ye Ct \�C, a (fit? Le{/ i »of.% 294' 4 / 62. 50 2 •4»vt 9z .`1/44 \ h' N :' o 6>� N N N /0 0 P' ,Il y` 62 50 - "co L Area /o 0 In 0 IN N 6 h°,0 CP"'0 062 50 a seed -se AVENU Cons/r Type -"cone: curb, t,i gu//eon 5/dewa/K %-c\ 3 8 Cons/c 6"V.c.RSewer Consfi 4' ' C.P. /alera/s-. cne. /64°'9 55"'E" 6250' 62 ; 0.°- 6250 6Z5Q 6250' FL. /547. Sp1./E /ns/a// E/ec/ro/ier Q' v/c k . 5 m N. h N N' 4 ft b� 62 50' 0 62.50' F.L./5t55J 4/64°29'554- 4""✓.e..P. F.L./9z.9 u 4"1/e. P. /ns/a// /1 conduii 0 2 cab/es. 3 4 2 1\ 62. 50' /floe 4"v.t.R /ns/a//-/ec/ro Atp 65./9' 30 JFc qj 10. /25 o/ 6 2 'N' cr IE !p con I) la' 01 _41-6 5/ope. " //r j6'/ec%/ier ier 5e /0' -: slopegu//er /'per /' °kr/, 3.- 6u v'p: <.; b . . . . . . . 3"Crusher Run .Base of 2" sand B/ec/ro/ier land;/ —/4 /0' La eit lie( ci one �e Ili Coo�e iv elB /.ton �t nit .t a} 40girl fli4 It eiljel et nn Exisr� .E7ec/ro/ier 0 24 2 "Dense Qrade pant mix Crown 6"C -rusher Run Base 3' / I/ • /0 41-6" 5/goe guller P P/ er S/aoe4 oer/' C' TYPICAL SECTION— SEQUOIA AVENUE • // Cone. 5ider'a/K Type A"lone. ew..6 (9u//er 5/d orw9 /-7 -/44 Rieh/ 1# /q -o{% EN k�\kb VC \ \C r - _. 6' \C' \ w tti v 4h wet N. N N. PLATE 7- PLAN-EROALE N. F. 61' 5141 00 PLANS PREPARED BY _ W.-0. SOULE CO. CIVIL ENGINE—ERS REGISTERED IL ENOSNO. 4470 STREET IMPROVEMENTS i SEQUOIA _AVENUE MAP NO.3 GLEN OD HEIGHTS SAN MATEO, CALIF. _ )::) SCALE BOOK NO. DRAWN sr SURVEY BY DATE APPROVED et te" CITY ENGINEER PLAN C --DRAWER SHEET /5 SHEET 2 OF 3 0 0 W W X X W W zx 0 0 I- >- W w w3 Z CCo-Jo 0, J J I-• m a < at J 0_ X O O 00 ZZ W c 0 0 0 z H Y 0 e- O z Lie F ¢ W- I wouo� wz I- CC 0 < < at J CC - 4J d 0 V• LL N NOTE BOOK 0 z FL. /7500 C'ons1r: M tl 113 //F/B•42 ( i,sia// Mo en/ box — /ns/a// /. "Condo I on/y la or/a. //,‘/I12 and cap end tar future service N N 42 G 11 X \ 47 900 a�° oo' N a kti 26 TH. /elf . 29-oii - le- P/u9 6 "slab {rornM•f/. Cons / e, 62• s's¢ �„, 63• Cons/r' 4" vt;R La/c a/s Sop /nS/a / E/ec/rotier 3 4' Cone side walk" 4= F.L Can /lc 6o"vC.P Seri( 33 /ns/a// /4"Conch// and 2 cab/es 2 a ved e_6°Qs¢z.. %B/'�O 0 49 S/; d 3°5a3o •4 OQ J• Ir /.;mit I I 2 I AVENUE ,y6 \\Vt. e.\ o \ i(6 c I I opt yet I I 0* 1:o4 L s82a . 9° • /753;0, ;sl.51 0 ,0' I '0 6e• Cons/r: ryroe " "lone. curb I ,911//e);-/47, Io /1 .1(19 to E{,5� 6e /3 1 1,10 �(Da TO e1 5" \\\ S eV //7/ . / //// j / / // // / eyser ri 5 i_"rn0 0 // ^aisle N42°48'/0 — /ns/a// /2 conduit on/yy /o S/a. /'//460 and cap end for future serv/ce-7 ea 64' 61 so. 62.80' /3 • /, o0 OX/ hNJ- E./ea/caber d5" a= 90' .P= rsi z. a.56 tt /4 50 /0' 4' S/Ope1"/py,ci . .. �: •"-.7• aaa/b 3 .50' 24' N42°48'/0"E N40 '4120 E /8 N42°48 i0 E 6" �1 6 Crusher Run Base 5'1e -rasher Run Base or 2"Sand. e/ec/roper Conduit 3 "Crown 2 Dense grade plan/ /nix. /6 " 510 e°1 "Per %// TYPICAL SECTION — 26TH. AVENUE 180 ON N N N IN a� NJ v I V eci 440 tri h 4O W ont .10 Ober S✓Yewa/K Type 2'Conc . curb f 9uhier. 5/4. Ong. 1-7141 Rrgh/ ftbfrofile= N P/ug 6 "stub from M',4 180 170 4 tiG N N N 4< 17 ti f 0 N N. N \ Qom\ \ ca N - N Cons//: //deader Board " • 6 "s/ah /27/0Pa ho% Con s/r sur6, 9u,, \ J1yI1 ,o ,l9 a �- �•d�QrI `1__t r F 9a / ^CD \AD 01 62 2 /as/a// E/ec/ro/er /E °O 6280' /ns/a// /z 'conduit/ (ecab/es 60' A " Cone. r ,f` O'id'ewahe PICO 0 t4 bk Connect new /.‘" conduit fo ex/s/ conduit of/his/ooi7A Comet/ new ca6/e /o exist. e/ecfro/ier 62.80 dal sky 612i' Exist E/ecfrb/ier / 6 "Sari/ary Sewer 7 4 20 cat 60 /2 AVENUE Canc. -side wabk" e "Dense grade 6/Y. -usher Run ease TYPICAL SECTION— PICO AVENUE .22 .22 tis tkr Q. ei =MIN • samEethe Eta • nicre EMI. Ea= 1.50 cgeo N i %•N ...‹. tel tts N PLATE I -PLAN -PROFILE o. e. R. h it E. STANDARD KEUFFEL ix ESSER CO., NEW YORK. MICRO I - PLANS PREPARED BY emE PLAN AND PROFIL STREET IMPROVEMENTS 26TH. AVENUE a PICO AVENUE MAP NO.3 GLENWOOD HEIGHTS RESOLUTION OF INTENTION NO. - SCALE APPROVED CITY ENGINEER DRAWN BY CHK BY DATE Ma y /955 DRAWER 20 SHEET /5 SHEET 3 OF 3