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HomeMy Public PortalAboutSouth Delaware Street Improvements - Saratoga Drive to 460' South of 25th AvenueE�iat. E/Mcfro/i¢r Ere/..,t. Culvert I N 6`/2'/1/ 63.84' 0 --.. 0 ti -P sr -? - s a sz ----.!v < .9 - `30 - L 4NDS OF ��c %. SAN MA 7 C CouNTY \• Ls'j� -, Acreage P' 769 151_4_ _ _N .33 4_56' 20"'`✓ .134 '� `" 6c ,c� \' � 'g �'�Q�i 200' 284.73' �� `�Q, \ 0 A'-- 4 27`44'2O" t) os, X.5 . \� o„ �-C L ' '.B3' - /5' PUL to be cacevu,ireel 0 Via, \ v (!a" L, \ � ' /y3 • 65 o" 3!/. 24' - rW 0 LANDS OF CAL/FORN/A ./OC -EY CLU$ Acreo9e # 73 7 ci VGA qh1 VI 4 OSUNSET STRIP to be ocquiran' 5'33°56'20"E 668? o� 480' ?Q o ?087/.0,6 4 A/560031 .¢ o",4 80. 79' E /'Ye3/bound Trcac/c7 L_�Ca.E/VZ7 Assccsmc,,/ Nc/rnbey. 40 74 Number ,Block Number ,5oundgry of A C S, /72 CO 74 pi3frict ,e5oundary of -Tao viJio/a .ei /ST//Vc /MPQO T Concrete Curb, Caut,' r ' 3icy¢cuolk San;tar9 -5'e ewer Alonh o% Cemc,/u/f e 4Veciss-oiier' Chain L//ak Fence /Y.E W //t/f P/e O V ME' Al T Type "A" Co//c. Curb, c./It ,' g 5id¢wo//t Tc//oe "A" Conc. Curb Cju>fcr Sari/fnry Server Siohor/ • S/o¢ cia/ Man ho/a. Concrete I7/,,be Sfor/n ,Droi/7 ,e/F Conc. . h'¢ odcuc7/J ,E/ectro/,er, 59/. 004c1crif ° Cab/¢' Catch /JaJin a "!/CP Son. Strafe/. / ofzi'o/ 0 N 33°56'20"W O' 5L/NJET 97-R /AP :cc, fie acquired 33•54'2,Q"rV SOUTH.eRnf PAC/P/C CO. ,Q/ry BELL T,QAC /2"2CP II I II II I I'III L,177 // of 14/o tic O DIAGRAM OF ASSESSMENT DISTRICT STREET IMPROVEMENTS 50, DZ.LAWARE FROM SARATOGA DR. TO 460'+ SO OF 25T" AVE. ET. A L . RESOLUTION OF INTENTION NO. 56-9 SAN MATEO, CALIF SEPT. 1956 0-71/01 -t-i.t-de CITY ENGINEER SHEET I OF 2 3-2-5 Acrcogtr as 7695 /2 400 4 27'44'2o" 4 /93.ro5' Co/'1; Co.,c. Curb fr Qat/et /o' SI/A/S,eT 3T/2/P to 6c oc eni-c d 4 LA/VD3 OF — 7n s 77` 48"0Z'onc7ci`¢ Pi,oe 5101/77 Drain relocate: 2kiSf fz'nca. —/5'/W..,E. to be acquired PHIL /P 10 s N,S4°o34dF /1156°03'40"E s..mar . }}, N33'SG'?dW 1 I S OC./ TH.EI N BELL N33 °se'2O"I'Y a// 24' (Da cd ) N3 N.53° Sa' 20'h' Con 57! Conc. Curb, Cy'if/ r Sid¢ cu4/k 4'33°5G'2o'rY 1 1 r 1 4 I l of ei, SAN MATEO 03'6' 2D'W 8.17,77' AcraagO # 7694 ' frciat ?4" San. S2cuar 0 h f `d/or,fc t'tei.$1; Son/ t _' Sec/¢y. /Y 530.56' ed'w / 66. COUNTY R/000' 4 7'26' Z2' 4 /29.84' I / 4'33'56 2I" /8"JrcP 9onitc/- , .7'ccucr „Siphon a 0 N o0� 0 �1N 53(0.53 (becdl 7 4a' 3 n33°56'20"M/ /6 SUN.YET .ST/2I/0 to ba acqu/;ctd — PAC if/C Ti2AC T Coast, 2/F Conc. Headc.ao/% Redwood Trash .lack. 40' t Z»/0h P/,7P4pt' ' at Pip r fi'/cf S. DELAWAR 5T Acr•cc79c 737 N33 °56 20"W 5o5. 42' l2crloc cifcc Oft/St, cfat<Z', Li/r7if of IVork Acreage 737 '--/ 4.6LQ_5^ OF C4 Z. /F / ✓O C1‹.E Y CZ778— ��� srREZT /v.5/o°03'40"4 " 80.68' • .6.02 " /V 33 °.5G'Povv iY5/ °0/'40 °4 /'Ydst6a " c/ Track Co. AZ/W .Lar '.Q" /5.0G' DIAGRAM OF ASSESSMENT DISTRICT STREET IMPROVEMENTS PH U 4 Sf FROM SA R ATOGA DR. TO 46 Or+ SO. OF 25`!W AVE. ET. AL. RESOLUTION OF INTENTION NO 56- 9 SAN MATEO, CALIF. SEPT. 1956 •007(,-o CITY ENGINEER SHEET 2 OF 2 3-2-5 ,e= 5o' l ad . ° 83`4/'45" /20 //5 //0 /05 /00 v \I 78 • 0/0/. ice -Vcef emist. construction Core Ditch -pc 1 LT Conc. Cu/r¢r! 95 90 4 0/54.57 (2f.) h 0 hi (51 740,584 t Qfs, t 0.40 7.y of /4' 2g't FL. 94. 5o nd of Q8" star T `5'-4.p See rapt. Art..'Al" @ Now ofd /sf. .0,Q,/).--- Tpg� S sheet *5 a Channel / /27'80 to hid 23 /p,T onn F4j`cre- c„oh0// 8 .PCC.o .1'tro sin •e,t 9St • m4 - ot6pt t© rota r oonn t - abi t EYist, c0,2o'u f Soo -o/coo. E/¢ctre/ian r�sto// Q to 5 / t peg)", Co B¢9r� rJ¢u/ concJ4 fert tSQ ckQB� / • ¢ 0160 . Ot93_ c/re r�0 2>rQ,no � R 45te r L = ",8¢rc 39.3 /for /o°Daf/ections� 8 B�CCP Eetio Sfr 7 QtSo 9�s / 4 • g(s eht /5" (T i _ 34.04' oto/ Da/,$J /- ___________4?9o,s7 i,r/FaE.) bp961 est 9.n conc. curb 6 /?/45,7 44H. 1 \ v, .e L_ ,c s3 5 nst. Sparc 0 Il i 48"2¢ 'P Xtro. Ste Y44_' 0 h Co q f /72 "Efectro/i • e Cob/¢s 2 3 Sto?%08 to / (Pi e 9 ofi 80 /nsto// / J Er<ist. 6'C 8" pCC hoin L/in.' ficroce 4i ‘`k . h M N 6°/7'jY .5.55. ea.r4 4 t 0./02; 2t. t Lt. Top of Curb CO.t4 NERC/A L. DR/ ✓EWA Construct Stonoord Commerc/a/ 7irivewoys 64.4crIgit 788 S .FA) of /o cations specif/ed 6y the Ban 'Note° County Pair CCjjroun's Adm.;niatroti'to n. Shoe./c/ Drn'cwoys in/erase with Electr'oller /ocot/ons o E/ectro/iers sfia// be re/ocot¢d of the oaf Me enq,necr". Syr 5"o'. Dcuq. /- 7 Driver woe, c/chai/s. 27 ¢385 4 70 r 95.06' - L > /86.39 406 28 5 /'rap 48",P,C.P. d8"O Pipe 41:441414120" .97 44 20T_ //fad 2/8.89 R = 27°44'2D're 98.760 L /93 605 / Const9.{SPdO'M.t, 2.4.01as 4801 ,fo5u 20x.87' a 46°i2 'Ay 7 lu II i i_J 4B"RCCP 14.24 /gin? of 48 /to 0.55 % d5a� R? 40 513 F,t.• ; II I II P.L, of tight 247 50ndatie Sewer g5 Ib /4 t ?8 f South troll of 24 ,t. Difch F.L. 18" i2 C. P. - L`/. 94.50 T ,W X!. LECCEAID- /ALAN /69 78. of-418°R a 0.3,5?° Cons/ Type "A" Conc. Curb, gutter 44' Jlcscuo/.t Cons/. Type '/' " conc. Curb ,f +utter ,Feist. Conc. Curb, Cjutter f, Sidewo/t fei1t. -sanitary sewer « 4'tanho/e Feist Telephone Conduit .Eeist Gas Line. Deist /'(/atre //ne Feist. Fence install /72" Conduit Fr 2 Cab/es , insta// condcn)' only where noted "M.T. " /nstal/ 2 Cob/e: /r/ ¢¢/song Conduit //7510// Sirrc//e .4/um /num E/¢afrol,er /note// t_ 't C 2o 0 `N 'Cl di atction tOti°'' t /90%e5 for 5t 3oty' bu to f 500 fdr'c 1 d 660tsd f31 - ,s 5rA' orb act 1-4-0 n�ddf, Or9 5 d A 8 + thg# 1/66 �/ Pf.' • ab kit 0tectr°to 0/ 1 e� 0 10°611¢ M �� ,�� �tl �0' * a )5Id4'Ti "\ ; °0` s \ or' iar6 � . X \ - ,� ; re 110 N M fa i• \ ':r° t ‘C\ :n �> � 1st. fan E AO"N , c --\- ..(5o % yII g 2-� 0 Jr6) A s lr o{ 5ids '. lima -4Y drQ.k � - iirit Ew''r ° 30 Ti20 2r0'nt. Garb = yr. 65;64�OIK - 43'1 I ' fOPtfdr n 1 b fia 5 6� C° (h, G� st Cro - nQ 5196x1 30 s0 fat Cr°551 52 0 r9.9• ° d 12 14ife ri5 qv?' of NI /0 Y .60416 /FL. 16 "P,Pe Sloan Droin t OS S0 o" tit 9 111 c P. Dial • to I, 5 e t°1st 1/ to.4o% Lt Sint Sht*¢ for continuation o/48" Storm Drain /nsta// /2e't /2"2CP /- ,Encase Pipe in e/ass "C" Concrete as S'hou...t sot 5'cl"0 KIIna, lo0 Umit-..- - 20 pic 55(/s ��s 5,1 ot" f 1'd 'If (5) 1 y1? O1 ° h6 420 5d�'`� ei 1n/2 bq o1 " bd r6 ,n :01100troecill 1611 rGo9,tot I'dIlan s3 p Ora;°d� ,m ' �00d rr�'' c b"1 51e2;'g �d . �, r at A 61411 ai ro 5 1? o gpr� o�c Cr rocs dmS9P. prd °�� 5pa6 r Ditch P otobd� �ai5fi. •sr. Ard _ - /2 301" 32� f 3a' p 5�onP •Clad t° `d 1 ¢9,610% 6 G in I 0-4o% /aa't f/2",ecP o. 3971 rr - IA w ro�a�51na v \-ItiorP4. 1.0.0,11°n eq \ Ris iron z � AV� /20 //5 I/O a.. 9 1-B I tic. kb L,5'*EN,O - P420F/,LL` Qround of Crrouna' a/ ground of BENCH /1vlAR/-S Street 9 ,2/ght it Left A° 520't of 48"4CCP a o. 3570 Note: .gee 5ht 5 for 5ec1dinet sr L7och f.'// retail for 48" Storm Oran. 25 Ty Ave. Pa/m Ave. Top of curb, center of NW Curb Return, Elevation //.50 Note : Elevations on P/on are City of San Mateo Datum /o/us /00, 4 C P Son, Sewer Lateral P/P,E CU,QNT/T/.ES FOR 48" JTOQM D.P.4//V -41/ bar¢/s e 3° 48" 2.C.C.P. 48" 2.C.CR Xfro,. Ste; 8 Ft 8 Ft. B Ft; 8 Ft. Ft. e Ff. 4 ft. Lengths, "tea/gat 8e v e/ I Eno' 2 v r Lengths w StraJght .?ere/ 1 Enc/ v 2 /- 2 .- /048 L,F /6 L.P. 8 L.F. J 2G8 £.R 32 L.F. 32 .'-.P Total ° /072 h.f. Total = 35G L.F. /05 II /00 95 90 1 W .tt• C' 0 PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR (fNTRACT FUgPGSLS as 1. Ottlt NI ts ti 1/49 Gi ti • kJ 0 si A IN ei tg Tap of iciemY: Sack 50/7 . Sewers /Vote: Grades 0 /ocattan ?to Meet 3 19.57 ger SAN MATEO SCALE Vert /" St ET A BOOK NO. /97 CALIFORNIA CHIC BY SURVEY BY swinr PLAN CASE DRAWER 2 SHEET Droin `., I ,L`ust. I Qiaq, j -- 10- N 33°56' 20"W Cons/. Type A Cone. Curb $ Bolter G20 5cr Shf. #1 for Storm Drain _SOUTi'/E/,N //5 /10 /0 Top of Curb ,et. /0_0 tt A c() X. On" 41; h� hr I 25 rN Ave (See Sht No. 1) // t o. 4o 7° (a ) /00 F.L. 18"Pipe Storm 95 90 Drain n H 4B" RCCP & o,3sjYL,1 R., /000' • 4 r 7'26'22" I La/29.81r '- G5, 01' r _Cons/. San. Sewer Siphon it Siructur6, 5cc Shf. 94 for Det. i II 11l 11 /2 L=/2'.66' N ,e= 958.48'4=7•/ N t1o" t/nk ,G • /20. 63' r 60. 4ot _. i. m N3.i°.fl' PO"W /70.09' GPD � � 6• G9' E•ist...ciel 5 -?o 2= 930.-- ► 4 - / °27'4a" /nsfa// /cot M.T. Conduit bbl L - 23.50' Trrmriate boot of curb plug C/7 p 4N• el 0100 Begin 48"RCCP Etra5;14/: Storm Dra%n. Canal. //codiaa//, Trash hack f Ditch. See Sht.7 4: g 5 for Detoi/s. /2 /3 /2/63.61 P./. El. /o709 /0o Y.C. 2t $ Lt /2,'38.54 O 0 eii 1/49 ai a 9 Ernst 24" clay Pipe Storm Drain Ra-move caist. 6' Chain tint Fence ' at63 re/ocate 43 directed by the engraver Adjust M.H. to grade 77./5 N 26"2g'Sg ,Poodcuay €ro .N 2 Eris/. /8" Clay Pipes, :Euist /4't Ditch F.L. /02.88 2- ;48"RCCP 48" Recto Sec Sht. S for Bedding Alock fi// Detail to b 48' O n II II i ,Euist 36" 5form Wain 4 /5 Xtro. 5/r 208' re- El. Siphon Con �C7 San, Sewer Soho; 'c A�. Sec Sint #4 OO 14 ,V'h P oQ hr 06. rjl33' 56' 204 ill -0.4o7o Rf.eLA. 1011;091 �•R p0 P• h�6dd1151611:12/fallid-'ittii 9 ir ^5ydF.,3„G 393. o4.' N 33°56'20"IY F. L.101.50it EfrN. Railroad tracts tCS Mh Revamp twist. pr/m! 3o. of Tate to conform to new work 94{ 03y`�o ,e -920'l 4 a 7°2G'22" ,L - //9.46 T 59. d/' 4 = 7°/2:10" e a 988.4?' 4. 7°12'40" L= /24.40 -ia 6f28' i2B o. 42' 4 = 7'/2:4o 0" •r (1.¢ lea /000' - 4 • 7' 26' 22" I •/29.8¢' Ta 65.0/' PAC/F/C Curb face Flom 4, s' rte___ i ocnTix !. S' 0T01 - ''Norma/ qulrcr grade CiuTTL`R DEPRESS/0N 027:444 Fo,e "f-3" CATCH /345/NS ST -4, /5179.3/ _Scale; /"= a' m 1 Dcpra5s 3" he/ow normal gaffe, F/ow 25/. /4' . " N 33°56'20'N "----•---, 24-9.99' N 55°5G' 20"W /5.01'N3D•1G'PO"W i� I 1 I -I I t� 5.07' I 4----4--4-4-1-4 53/ Spar Track NOT A 0 CO. PART OF Ti -/IS COA/ C T n 22 a 213 /821,4o' i8 25. 5, '' Gooding Platform 2 /6 /5t 7 is?/. E/. /05.83 40'14C. FY fr Lf CS h° 111 • /f$! of /8"RccP 446% .+ Set- sht -' "r tinq rr .O ,2cmove cvist. Siorm Thein See Shts. 4 5 /824. 4o' 04. n 0 R. i5 "gep" jots° c3" 93/ r acb '-It'-, /7 /8 STA. /6 t 0274 To 5TA 3¢ f 5O t /9 ¢0.45 7s Rf e 2/ 22 fL. Ec/st 24" Son. Sewer; „NOTE • SB.E SP.SC. ia20v/S/ONS 4` `/9 FO Q. T,eMPO,QAa Y BYPASS/NQ EV15t. 2" L./NL= .DUR//V/C7' S/PNOn/ CONSTRUCT/O/V. (4 PA.i+T OP T1475 CONTRACT] Ereist. Ground of S/recf iF twist Ground of ,Q/ght /2' Evict Ground a1 Leff E .Evict. Ground /2 Pert IY¢st of Street f o/on9 Eui �t. ,Eera1 6" from t/oc ce9 C/c' i Quota' 2vist ."'curer Line 2 T a P5 EK/s/; Par .viq Matters tl 26 a N 98 Area to be Po✓ o' , a a Leftist Paved Area 29 a 0 30 0 0 0 ooaf 110 3/ C Q I I I I I I I I �codiinq Platform ..SOuTH,E/QA/ 4- /2j //5 //0 N 35° 56' 20"W /825.55' /VoT .4 PART 620 P.l, f T. Co. M.t% I I I I I I I I 1 r Water Line .Y)bndpiioa PA C/F/C OP Th//5- CO/u./T/QACT 0 o fr .Sidewalk 92 ° 33 + 0 1 U -_ i"91'4 Z • ° Const Type A Conc. Curb C' quilt/ - 0 0) t3 �a. 0 C0 t' ©A D d E! 4 f3 0 0 c© o el T - Coast. Type 4 Conc. Curb, cutter 47.3 r Sc Q. .Ewiat. , Plug ‘Sth h 20' qoS L/ace /oo'0 Pressure CO. 25 26 27 t 0.4570 a 4 L/. • 28 G h N 29 29/00 P.l. 81 /1/.77 /oo'gc. ,et 4 Lt. 01 PI. twist. 241" .50n..3e w cr 30 3/ t .2/6 3? 51/ Z5 fiKC. 33 _037175 P/. E/, //6.13 /Oo'VC. Rei, fr Lt 0 0 o 'L N M ri N v W • - 34 t 0.4470 Rt. C L f, flo- /25 Ito //5 /to /00 PRINTS SOT SEARING THIS STAMP ARE OBSOLETE FOR CONTRACT FURRPO5ES 23 Q /15 /o /05 100 93 90 20'/ Oas Line /00 4E Pressure SAN MATEO STPEE T /MPQO!/EMENT CALIFORNIA L/P STREET PROM SARATOg4 Ae. TO 460't SO Of 25 rN AYE, ET. AL. PLAN C PROF/L.4. Paczowscr No, 79, £EJo,Lur/ON Of /NTBNT/ON No. 56- .9 //or.r. = 50 SCALE l/eu /"- 6' BOOK NO. /97 SURVEY BY T/ a DRAWN BY Li CHK. BY rj. q DATE -EPT /9.86 APPROVED CITY ENGINEER PLAN CASE S DRAWER 2 SHEET 5 "NEE T 2 OF 5 N 33°so'2o"n' /895.55' 0/d E/,'/IN 2/8. 37' Q 7789.84' e 2°57'46" L /44.2s' Lactic/ 5.53°061 _Wry 7-o /ry/N R 5.°0QD MAP NO. 1 Etr/s, To/ephone Condo/, f foe Gas 2' 2C / oo 4' Presser¢ M N 33°5ro"2o"w /824. 40' '0 Pared Area .€955' 4 3° oo' So0THE/2/\l PACIFIC CO. 2- /035' e = 3°00' C = 54./9' =27/o' 34 M N tp cV d 0 0 c3� p � - /25 34 /20 //5 /05 Cons, Types A Conc. Cur6, ljufler e 5/dewo/k 35 36 —1-- © Cos / Type A o c,fl are 4' @'far• 0 00 0}3 e- 7-S lc i ca £ r 'C 6 ttT -rs- 37 k —Area to the,orad 38 /Y33°56'20"W SOUTHERN 35 3Co 0 0 0 0 0 CI 0 0 tJ /825,55' , MI T. Co, .37 2 = 997' ft 3•oe' C = 52.28 r= ?G.//'7 39 S. ' tr ED 0 c:) $ DO a 0 PA C/F/C 38 A2 I 4 • L T 9551- 3° oo' 50. oo' 25.0/' /1/ sa, - 2 /Y 20,3 9o' dew Rip/ — PLAN LOCAT/NCT NtJ✓ 2/N •Q= /029' 4 = 3°00' =53.88 T=26.95' N 30' S6' 20"6[/ 203, 901 A _4 0 ® p /2 - 965' = 3°0o' L = 5o, Sr T = i5.27 L /omere ¢mist irate w,.»', onto of ccrr6 e pant, Trees bock of car6 7'0 rerna'o 39 40 II' 15.7:' 41.56'59135°H 4/5.53' /2 /045'1 Co'o9'/3" .2= 9C°5' 4 = 5°52'57° C = 99. o8 T = 49.58' ¢= 97/' 4 r 6.03'/5" 4 = /O?. Coo' T. .5735' n�o - 2:945' = 0°/0'/8" L = 2,89' T - /.45' N 3o CO. Curb 9r0de not off/obi/shed ,his .5 beet Approt, fop of curb 9rode shown , / 27/3 Q ik Ire 0 3 475.28' MC 4 LELLAN AYE. 3002'\ 30.02' 35.03' $Or sS z4 G• ri p� —1� 0 v� a 5°5803"L ,o4,47't% L� t3 C; 0 0 7'3 p 0 4? 'R =/003' 4 3 %5" �t ,C = los.98 , T= 35 Ggo /33 A 56'20"Ay .4/ 2o,3 90' 2 = /o35' -- 4 = azo3'/5" L = /09.36' T = 54.731 42 1 Jo R= 6 O°031/5" L ' //0.42' T. 55.86" 2 I I Z &o. \04 1 m / 2 3 4 5 � 30. oZ 3o.o2 80.0?" 30.0? t?.5 447'39.42 0 a r N 56°59'354W L o 7 "A " 43 ti/onc//7men, c75 .shocun 0/2 Town of parts/ore No 1 ILi3t 24" San. Seater -' 44 T _we ---7a74r 4/5.53 .425. ?B' h PAC/P/C 45 5. 0 7 8 8 / we -% Feist. c as Meter (rau//-' e/o 20" Gas Lri/e , ioolit fl'tssute 46 47 to 620 a N/LLSDALE BLVD, 48 4L1D. /25 /20 //5 //0 /05 /00 SAN MATEO STREE 7- //f/jP/QOVEMEN T CALIFORNIA /Ph'/L /P ST.QE.E T BT{'VN, SA/e4TOGA DR/YE N'/LLSDAZ,E 04,✓D. SCALE fart. /"-50' {rOtt / " ,r 5, BOOK NO. / ✓ 7 DRAWN BY L„(5, CHK. BY SURVEY BY C/ C7 DATE APPROVED CITY ENGINEER PLAN CASE 3 DRAWER 2 SHEET 5 SHE E T OF 2.5 ,.F. Instal/ Union Design No, 400 C Anchor Ant Tyne 4- 8545- 300 -BI or equo/, sing/e o/urn/n urn e/ectro/ier aii14 dal/ gray Sot/n ¢'?Wish, 3o- 9 �: Mtg. Ht, ¢"r G3/24,4/0/701/20/6 8 Coven, _ S/op¢ /72 to / to ma/ ea/sit ground, typ. ea vide of 'P/H/ Instal/ ,Electra//ar Dose / Design 400 (See Std, Dw9. /-7-/05A)— Anchor Dolt Circ% as per maned: /ns'to// /%2"/,D, Semi-r;q;d /%stir Conduit eg. to that monuf"aatured by /4c P/ostic Products Aiv,aion of yhe 7776/29/At Conduit per` Cob/c 5' RAN 4 45' 32' /3' 5.5 8 0' R/AY 8 32' 32' 8' L5' /P ([t),1_ Por/e5 5/a. /2/2/94 to /8/48.--2o- (See P/on) /r0/O2 t 110. 3' 29' • 29' 3 Co, - 1 -f- -6%?r ,Lip of Cjufer to F pvrnt /nstoil 4" Pion/ Miy o'er 5" Crusher ,Qun Oose Gonst, Std. Type A Conc. Cur6,G0rler 7.5' e 85' ,e�1s' (.2t ) S/o, - of 0/ f f -o / /87 97 /.es') Curb Trans, on, Sec Pion S 1 for a/4nn'ent, F1' 8o' ,e�n' (,Q/. ) —S/op¢ %4o/peL' /3 /nsfo// 2" Sand or 3" corn,00C/ird crusiiecy rock or grove/ TYP/CAL CEos5 SECT/ON FOR 80' C' 8S E/tV- PH/Lip ST STA. D/ 00 To STA. /2f 2/, 94 38' Sco/e //orz, /"v/o' 'tr/. /" _ 4 ' 0' 3. / 0' 32' 29' 8o' ,e/w 32' 29' 4?' / 0' 3' rori¢s Sto, /2/ 2/ 94 to /8/ 48.90-- (Sec Plan) /0/02t —Slope 70” loci: ft Cons! Std. Type A Conc, Curb ¢' Cu/i¢r Construction detoi/s as 9h own for Ph,//,?o St S/a. 0/00 to /2/2/ 9¢ etc¢pt os rioted. TYP/ CAL CRO55 SECT/ON POP (50/ R/h/- PH/L /P ST. STA. /2/2/, 91 To .5- TA. /6f02t 80' 2/W 4.5 5.5 54' /0' 3' 55 4,5 Cons/, T9,oa A Conc. Curb, rqut/irr 3'/eYeu,o/,t aver 2" Send 0/-34 con'poct¢o crushed rock or grove/ --S/o,oe 5 ",er ff Cons/ruclion d¢toi/s as shown for Philp S/ .5/0, OtOO to /2/2/ 94 ¢Kcep! 4S noted, TYP/CAL C,POSS SECT/on/ 25TH AVENUE 5T`YN, PN/L/P ST SP,PR T/P,4C/C SAN MATEO 20CAT/O/./ PLAN 5'co/e In: 400' I IPRINTS NOT REARM; TNS STAMP ARE OR OSiTE FOR CONTRACT ' 11:10S{S CALIFORNIA S% /2EET /MP/QOVEme-NT ,°%//L /P 5T,Q,Et TQ0M 54/24 to -4 D.C. TO x160''_` SO OF 26TH Av,E. ET. AL, .7)t TA/LS P,QOdECT No, 79, 2ESo4u7/oN OF //C/TENT/ON A./0.56- 9 SCALE ,4s shown APPROVED ii CITY ENGINEER BOOK NO. /97 DRAWN BY [S CHK. BY SURVEY BY DATE SEPT. /9,sfo • 4S` PLAN CASE S DRAWER 2 SHEET 5 St/E,E r 3 of 5 4 // /5'P.U,E. N 33° 56' 20"i'V 44o.32' T` 6C. Et/st, 24" 0 eGP7 l9 5 0 h 4'53°,56' 20"W 477.5o' 4-0" P/;oa• /noy be reo/,'gnat within the P.U.E. Pte` St, 2/n' to ,stave ¢rtia/` treats /f the new o/ignfncnt IS approved by the a'nq.4 cc.n. /f 1h/S cannel ba• done {' free remora/ /3' necessary the cost (J./RV / of /'trn?ova/ -Shoff be /i20/awed /i/ the unit rice br v pio' fo Sr 0 0.1 Sto. 2to8 t to /?f8ot / sta//otion. x / 50,41 //75,47// 48 "RCCP 5/d Sin (QV fix• Av. b M1 #12 0P��, w b b1 3 8'Lenq/h, 8eve/ 1 And - instal/ 2/"VcP /74" :a .°� ` /note// /8"PCP .- i9 c 4J °ct PLAN SECT, A -A "-Top of Pvrr/t std. Type 4 M N. frame l,' Cover Eris/ 24"r2.C.P. \\ Ledge El/0048 alma /-0 6 4_o" min. k0% O .EL E YAT/ON o,'Q Po o 6"I /-o"J Min. o 2-E/. /o4>.o4 Pipe P=4't 4 • 20° at .. /5.7o' JP) , "jo ,5"/3°56'20"E 3956' r = 7.93' ` .55460,40"/V 1.47' /.47' ,4/oprole, /00atreo% oter<rst, tree? ,1.1 Buis/, Son. Bearer/ /2 Adjust M.N. Frame to pvrnt cjrade uri/h brick {` mother Sea Slot. Spec. /8 -of for brickwork /n5tO//at/o7. 74 iv 1:03104 pr r .o /n5/o / /8"//�,P SECT. ,B- /5 6„ 0 /Nanho/a 4 U 4:0„ 1 4 3=0" r� }nom to eL,EVAT/oN TYR s,EcT, .5/DEWA44 ,2E/NF a" //7,107// @ye/ Bedo'in9 6„ SECT. C -C nkn1. 1 ,YY Curb face —5/a. 01 00 to 2/06t /nsto// 48" ,RCP .X fro. SIT: I Construc/ Structure op./ -, curb Foxe 87. 59' 3703' B'f \ 14/.7a' f1 48"4 2/" /ns/o// /8" ?/" rCP son. Sewer Sfo. 1/091 P/Pe Stoteeninq (48'i Siphon = 3to. /3//9 e f S/, Stcd/avinq /3 Es 48' ft. /8'• Phi /L/P ST/2E4 r PLAN /NSTALLAT/ON OF STORM DAP"; /A/ e /i/IOD/F/CAT/O/tj5 TO EfC/ST. SA Al, S,Evv.ER S E, o f 25 721 M V4a iv uE Sco/a /" 20' 2 %2'i Dior/, /5or5 n/ M.H. opnq. 12"4 Bon @ a"ctrs both euoys, hook ends M.N. 0 RE/NE. PLAN OF TOP 54 AC DET.4/4 FOR STRUCTC2t S :`1 f, 2 5= 0" r F 24"2CP DE TA /L 5 ST.2UCTuRE *,j %2"p' /lore e 6"c/%s both ways Scojest Horc. /fors a /a cts. 9/8"=/_o,+ .Cap 2Q" %2'¢ Vert t5ors /8"rnoo, c/rs. op 4/f. bore. /5" n"0bats 0Swoon both wavy 4 �VLTRA R,E/NF, 4r P/PE OP',V S. 6 Sand Vent. e Hor/=. ^a/ Pipe Clyne?, /20 // n9. [Top of Pvmt a oa Eris! ttir Cons/tact `Structure *2 6/Length Beres/ I end /oe ,2' 225rt .4.70° T . • /550' 20"rjos Line; 33. 99. Sae Sht'S for Detoi/s of Meon'wo//� & Trosh Root ¢'Ditch .. 0" $" 9, tosigoiiv �6. \ bl 1 III y � l aj II II II II t Abandon cost 21" Storm ,Pe/nove exist, 24'...torm Drain in way of crisf Son Sewer See Defoi/ /1 Drain 38' /4 4'Lengths, ,9eva 2 ands_/ ,, ,,i/ band) I Remove 20? of ec 2,/. 24415140/777 Drorn /n Wag of flew Cons/. P/uq end. lJ V F.L. /8"RCCP=/00.50 Remove exist. C..0 Ca',sf Ditch I�0 .Cen,ova 1111712 tole, /8"C/oy tt y.9j Pipes .1 'YeeSfif y ? f /8 "h9ct'.o +' re/1 my 22' • 7' I 7' 5 /oo 90 /87.98't fo ereis/. /LJh! ,f/ /0r..o4 80 ear., 4 %refs Aars of each /o/,00 cpng, /ESE /NF, D,ETA/L Y 3TRL/cTuR.E5 1 4 7 48"+ECCP,Zti4 57"x' Storm Drain/ 9�A9faintain /' C/ear btu/n. /9pas PL. /8't2/"Y�,P, f1. 3783' 461 /Woe. De/%lion 8' , 2. 95.8o 4/.76' /`' Aloe De/yechon Angle 4t �/oints 4nq/e of ,.joints 8759' /os/o/t /8". 2/"!/CP Son, Server Sip0hon ,eernove 95.59' of 2eist ?¢"R.C.P. Son/fury Sewer f2ROF/44. SANITARY 5,S1ytR S/PHON Soo/e/ Vert. /'/= /0' Hort. /" _ ?o' teL /05.70 loj °°\off?o \ • -3� r l I JI-- Ereiii. 34" S/orin Drain 24 ",PcP Son. Sewer J KZ. 96.93 /d"( 2/" 82,74rto cast Ash' %4 Cio/v. 3 " 4 x 91'..5707,3 /ns/a// 2/" PCP /ns/4// i /8 " PCP See Sect LT-L'i 5Vrucf vm yet' /�rst{Q1 yCP- seven 5'- 0" M 61 4-0„ tn\a h /J 6" tf T 1 E¢/at 24" C/oy Pipe Storm Drain r° "Min. PL. AN \ I.. 4 4 ft EK/3t 14"ECP Son Sewer /chic? V ( h S eiv in, Ecist 24"RCP �~ 3/4" 0 x 2.4" go/v. /ion Rungs e /cats. h K�Typ. fbr /n/et f Ou//at Shan Struc/J. PLAN SECT, P -P 4 - 3'.. 3" H/re.y'sh #5x io'8 .5.ECT/ON D -D EL. /8"C74' =98,93 d Top of firm,. eO /e% /05,70 r Eris! 24"RCP Sae sec! 5-5 Struct. 41 Pt 24".. 98. 94 ELEVATioN SECt G -q? DET.4 II_ 5 / 0" / = // I/8" 0" 3/ m VYE/Q PLATE 27.ETA/L. Scala C PRINTS NOT BEARING THIS STAMP A E OBSOLETE FOR CONTRACT PURPOSES M/17 M47 Remora. ceis, 24'" i'form Droth /22 way Encase San Sewer 44./1/3 Clan A C0/7C. reef. AS Shown, trier le -Tee Deet 2411 ECP 3" 4 co; obit° 57,C, tic ToRE Yones 9,62 sect - • • Pipe 5/onn2)/oin 641 aeon SAN MATEO CALIFORNIA PH/L/P 57724E7 FROA1 5,4RATOgA DR. TO 4160't SO. OF 2.5771 A /E. SCALE ,45 snoton BOOK NO. SURVEY BY /97 CHIK. BY DATE _yen 1956 PLAN CASE DRAWER 2 SHEET /5 /?//..E. 0 0 r Ad/'usi AAH. Framer /o redod, c/rade with brick y' mortar. See Sid. Spec. /8-02 for brickwork ins/a//o/ion /ns/o// Ca/✓. /ran 5/ep, /6" c. /o c. ice Std Daly. 1-7-/28.8 for del.' PLAN Cons/. Clans A"Cone. 41.H .5/facture Tr/? D/TCH SeCT/ON Si '. - Type t414' 44.1./ Frame E Corer 6" /arias S.0 C T/ O/V /11-41 DETAIL SPEC/AL M. H. FOR .ALB" STOl2A-1 D/PA/N AT STA. 2/560 , 7t 76 - /2 t 45. 7o (Storm Droin S/ofion)n.57) Sco/a; 77"•/L0" Tamped 5oc rf/// Use Sono 5ockf// within ,street /w for /8"200P e. 48" .2CCP, Xtra. .5tr. (Horn/ bactfi// for 48" ,QCCP, ) Grove / d¢od;n9 Top of Prm f .1 - "is/ ground or PVn7t sub grade' No Scale TYP BED,D//tJC7 e aAC/c'F/LL DETAIL FOR /8 "RCCP C 48" RCCP or ,QCCP //roe SA Nore Sono' LSocfr,/// Cons/ C/o SS "C" Caner -fee Cradle 1.0 h, 1 `Face of Curb Bui/d op cone. as repo for 6"min. dip ofpipe /o bock of Wa//. S4i 4= ,. 41r 21, 6 2.6 Cons, 401# ,Ditch, se¢ Sht. 4 for /oco//on Ditch evcovat.,on Sho// be spread outside the % V'reet .2/W o(1/ie direction of the engineer II 111 fIII 4I TS ---Y---- - - till.d uI L /Top of P✓nit no Scale 5= I 2. /2 0 IL '� --'Q • 9 ) -Tooted -A_ Conc. es/prop PLAA/ h',EADwAL,L SYM. AST € Ste 3/e. Duwq. /-7-/37 for Dcfoi/s for Do/r Construction. 16 Cons/- 2edctiocal Trash Roc* Top rai/7 No. Const. 2/P Close Conc. //eoo'cuoll H ? Structures/, 545 ) 1956 II Hook hor/z. e rent hors I / of opnq.-� /1 .Erc/ro feint, at front face, /Z "o dio9, hors 4rour>do/nx7.] 6=0" 77= o c Q at -0" /E/. /0763 Es it/..Orockets 0 Lio/tt «E/. /03.50 Soc.teel Cox. ,2/prop • 0 0 h Ditch of 0 -7 ran/ F,ENC//✓r,+ NOT.5 Ai/pipe shod/ 6e hop d/p qo/% 3f/. A// meta/ or meta/tic /noferia/s sho// 6c 90/..:by the hot dip process Shan conform to the app/ico6/e Sects. of Sid Specs .4.5. T. ill for hot dijo 9o/v. Mato// Std. Type Choin .Gin.t Fence CCyc/one or eq..) /nsto/lotion to conirbro7 to enane.of .5pccif/cation. Grout Posts in p/ace. -, Ground Zina t` */// f /nsto// P/pe ?/ee'r¢s for Posts F/. /00.30 fh/. 9750 5=0" tow //e)vrn t 3ubgrode -1 .e' NA FL. 48"2CCP Qot/om of ev/.st. Channel 5 EDD //VQ 54C/en-ILL D27:4 /L FOR /5" RCP ...54/4, gazer shall be comp/etea' within the area of Street .Q/H/ /prior to french ine7. j SECT/on/ P -P No rs; use 4 Jock Concrete for ,E//pora,o, DE TA/L R/F CONC. HEADWALL TRs1JH RACK Soo/c; 9/B"- /'O" Exist, bank of Drainage• Channel Soc t ed Concre-te eprop width et -'0" plus *Os) DETAIL R/ P12,4 18" STO/PM D/PA//U AT CHA/VN,EL .d8"20CP, Xtro Sb ,,44// STA. /4 t 28 t (storm Drain Stafioninq) No Scala •O 5'o/f 4x4, to 4x4. u/i/S 4/B"9' Bo/t3 a/ith washers co. 2nd ice/K) Ct t 3 72"ft Sors e 2.'O" c. AD c. both ways- -5- /rile 4c"ts I ,/ / l0 it//C4// //%/////// / / / /' /A 6lit U L/ ' `✓/ �1 / l✓ 5" e• S' a" _, Ditch 4!0" _\1,44 offf h 0 ' ir.C1/T- 45° /0" Y2 tie ears a/ 7 75%2" 3= 87,3" TI w £4 r4.4 (2. 2./2. 2.6` V O SECT/On/ S-5 Scale %p"./!O" 1/4 CJ /2 "ctrs. for 6' o"nei/ /2'S Dors a/ /0" efts. for 8- 972n /Vail %2 7?"# Don o/ /8" c/%a (Hoar.) . c Dotter 84" ; /2" • 1 .PCc P Xt/a .3't/: ti 1 4 • 4 �t 3_ 9" -4 „ SECTioAl Q -Q 4, {72 "91 Liars at /2"ctrl for e= Or flew/ reps tsars at /0" ctrl for e= 92 "11/a/l n 1 I 1 I 1 0 i \r",; Ih � I �/7 % Creosote randcrgroond s/ructaft to 6" above ground A// rcdcaood ,lo, 2 Structure/, 5/5 1/4 -o 4x4 2t. 2.4 a' -6 » 2=/o" See Sect Q -Q fat SW. rcii/fo/tinc7 SECTdons A2 -AZ Hoc& Detail for 5/p"fi /7or -7".= %i" Flo/ ,Co,, 5//. go/e, Anchor in Conc. Heodua// a's shown /n Plan of hircad /a//. Dr/// holespar 3/.E " ya/r. /Vat 4' &Mosher /n .Ox 4 /SOAdETR/C of TRA..71/ RAC/c ,4/e 5cc/e CONTRACT BRA WI PRINTS NOT BEARING THIS STAMP ARE OBSOLETE FOR CONTRACT FURPOSES SAN MATEO STREET /M PP D 1E OE Ai T CALIFORNIA PH/L /f' STREET E..C'OM SARATOQA D,2 TO 460' t SO. OF 25TH AVE. ET. .4L. DE TA/L S Fig ou,scr No. 79, 2SSoLurlow of lnTEwr,ON Alo. 56- 9 SCALE .45 Shown BOOK NO /9 7 DRAWN BY 44 SURVEY BY Jg CHK. BY ,/,q. DATE SEPT /9560 APPROVED CITY ENGINEER PLAN CA 3 DRAWER 2 SHEET 5 SHEET 5 OF 5