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HomeMy Public PortalAboutAlameda De Las Pulgas Lot and Storm DrainA Bleachers 1825' 13.50' C 15,07' D E 3.18 4 13.50' 1825' H� 0.57 grade 1+22.4 1 Profile of Base. Line 4"--Z% grade 0+51.58"1 3.25% cjrade B.I. H :section of parking lot 4 4 access road 4 - Conti (spa conc. Cu ; c ial) 63.64 Const conc. sidewalk curb tqutter. Types' 62.65 125' It.5 Const8concrats valley gutter to conform to existing gutter- curb removal only. O 1+64.40 6 •3' NI /worker ewe. sExist fence around ball park • Y 11 LL 44.52 64.77 Const, cone, curb e gutter (Ty pe A) Spec al conc. curb r6.1-4„ Const, conc. curb Future electroller base at'1%'1b grads Const. standard 3-3 ca{-ch basin: Std, drw9.3-1-103 --ritTzle.phone ;nstallation 18'; deep Z' from front of sidewalk. Slope to meet exist grade. r� CRaconst existing catch basin. to standard F-4 C.S. Note: All parking stall angles are. 45° to base line, Note: The following water piping to be laid by the contractor, ® 3" J.M. 1(001:5.), RING-TITE plastic pipe G. Z4 below finished paving. QQ 2" Galy. iron pipe @ 15" balmy finished pavinq © IcI%z' Galy iron pipe & 18" below finished paving (pipet to extend 1z" beyond paving ¢ they are to be. backfilled with a minimum of C top cover of Otympic#2 sand,) Alto; Place a 1' plastic Q.lectrical conduit, per City of San Mateo Std. Spats., adjacent to all water pipes, Noes All grades Shown are top of finish pavement or gutter f bw h ne. Note: J -M indicates !ohs -Manville Transite. pipe., either class 1500(for drain) or ►(•OP.s.i, Ring-The(for sprinklers) Elevation Got 58' 54' 50' All pipes to be capped z5'±ori 15 R.C. P or J -M class 1500 Transits, pipe or equal C� 3' C,B°I Reconstruct i-o F-4 catch basin. See detail 'A' std, drwg 3 -1 -/OZ c,a l 62.28 60.03 15" R,CP p 13,330,C.13#2 759.60 F 8' R C P@0.005 zz col% s -D 0 ond „ A. C. wan her nits in Conc, curb 4 gutter; typeA /Z at Slope 2% Conc. sidewalk , curb 4gutter; type ‘Al q' 6" 11 e Base sand from p otctad 65.54 N Const, conc. curb (5-ar-,c.i ) Existing 4" golly., iron water pipe: (check depth in field.) L (Top Const. standard G-3 catch basin:Std. drwg.3-I-103 Note: all ;glands to be filled with top soil with cpproval of Park 5ulaerintendent ALAMEDA DE LA5 PULGA3 Keep Q of Z7' R.C.P. a+ least 6' from trunk of tree. ‘0.71 Install St of 1,511 J -M class 1500 Trans'fe pipe or equal from C. B. to 2 7" die. pips 6-3' C,B,,'3 16��pipe as noted above. 141 wut. pi pt Construct Standard mannaic ( std, drwg. 3-I -118) Ft, 55.60' Existing C.B.44'drain pipe.: Drain pipe to be. relaid to go �` through parking lot sidewalk, in same direction, so as to drain / onto parking lot. 65.!00 rs, 47 +88.5 56,18 Existing G"VC.P sewer pipe. (extends to back of sidewalk) -150't of class Ile 4 7" R .C. P. 144 class 1500 Z7" Transi+e pipe or educe! scale I"'20' Denotes tre.e9 approximately 6' from face of curb e 50' on centers. or Beretford Creek See sheet for. Connelion Bereaford Creek rT X56.70 450'± ere dia.pipe g' 0,38% grade 55,00 For joint- Se..¢. Detail 'B' tC) 0 65.99 65.59 o+4L4 .'0 Base lint of access road, 52,581 6699 Both curves: 2+66.84* 71,95 Jr 73,07 R'60' A• 30° 00' TAN :16.08' L-31.40' Note! (*) denotes stationing along access road base line, BASE LINE •2"x 6" Rqh. redwood header board 7' 7' Extend b0'of C'V,C. P bewcr,slopad to cross over top of drain pipe. (plucried) 72,05 00 a 6 tl o tl ° a a '6 v '•e V U" V l3 6, l.. 3/Asphaltic Conc, 3' Crusher Run Base ACCESS ROAD SECT. 'A -A' . ��-• 'Sidewalk Planting area existing Curb gutter Const, conc. valley gutter to conform to exintinq gutter - curb removal only, Slope, to meet exist. grade 14"' Radius 4„ 8 oposed alternate, 48" RCP o c o a•y0• o t ° c G ez l5 Telephone installation 18"t deep X /0" ply, rolled plate. (ASTM A7) formed at shown 7 Chip pipe to surface For out la see std conc. 4 round Class 1500 .17M.Transits pipe 0' 120' 240' Le.rt9th of pipe. 360' scale I Ye-rt. Norm. 1"=30 480' Proposed alternate, 48" RC P 600' 0+52.58 ti 71.06 69,13 73.07 7z. 05 +35.44 1( 71.91 4. z+0 04* ro.9z 71.06 1+46.65' 68.o5 69,►9 Curve: R° 120' /�- 30° 00' TAN: 31.15' L=62.80' 0+83.85* 67.01 67:15 Access road Anchor locations it other details as shown on 5-1'102 of Standard Specs. 15 Sidewalk slope catch basin plans Detail "A` Catch Basin Throat Opening Catch basin floor 1:3 '5 Mix concrete encanemsnt Detail b" 5., " T • REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE Moy 7, /s6s Asst," ngineer it/ Traffic Engineer CITY OF SAN MATEO CALIFORNIA BERESFORD PARK PARKING LOT STORM DRAIN SCALE 1"-e BOOK NO. 2J O DRAWN BY Q'Y CHK. BY J.G. SURVEY BY DATE E -Z4-(05 APPRO tITY ENGINEER DT ATE PLAN CASE 3 DRAWER 11 SHEET 30 Sheet I of z Conc., wcxIk • Wooden bridge End of pro Act.) 4-oo 48" RCP burn or cut pipe. to Urface o4 cofG. •Top of bank C M P to g8' R,C.R en91n2er's approval) (Di -00 ItC1flP or Z4" RCP Support pip¢, ac.ro55 trench .with I:3:5rnmx conc. b«ckfi 11 PROPOSED CONNCT1ON for CMP or to RCP Parks)de Way ..41. 00 x 2 Chain link fctice Remove trees if n¢.ce5 ary base- tin a Sccx(- I' 41.01 oo 48 RCP Note: use material excavated from parking lot to cover the -48 'RC P, Backfl II pipe to a min of 1' above lop of pip as pir Std. Sp(lc,.,Dzpandin on te. qfh fill.d; �¢¢ CF' -O4 a Traffic. Engine. r: ��G7iS^GS{� 14. SAN MATEO 1 EREJFORD CREEK FILL PROJECT ALTERNATE TO bERESFORD PARK PARKING. LOT DATE DRAWN �Y Sot • (.5ca te: Hori 1"- 4G Pert, I 10 Zt00 EA) --)t. 36" R, C. P, 0 w -J 0 ro l00 50 ►+-0 0 ./F041.16'4_3 y n j rceer s-7-ss DJ CHK. BY APPRO 6. PLAN CASE CITY ENGINEER DRAWER CALIFORNIA SHEET 3 30 Sheer a oc. A 0 4- 18.25' B I3.50 C 15.07' D r9.1$'l E -3.18'4 F a 13.50' 18,25' H r-- H Mti Coast e (s ,bP.S4 `63.34 Con:A8concrate valley gutter to conform to existing stutter- curb removal only. ,"0.5% grade- v 1.2 Z. 4 r Profile of Base. Line grade 0}5.58" -.1-3.25% grade 8. I. Section ct parktnq lot 4 4. acce road 'Ex'`'+ 1*64.40 fence around ball park r Future eler'.froker ba-a Lay I lie_ cundc'It for curb SF.:Lc;ra --•Taper aid; Special cone. curb b 'I A J 4. 4- 4- N m t t .oric cut b i gutter.. (Ty P4. A') grack/. • T 7 Cons. randar 1 G catch y' Telephone. installation 18't deep t 2' from front of sidewalk. 5lo pie to meet exist 9rade F(r: 'r„_` 1,x15tlnCj Latch ba'Ilr, to Standard F-4 C b Note: All parking efall artgla.� -u a. 45° to bet:.. l i t ) Note: The following water piping tc be laid by the contrac`-r, A .'" J.M, 1420 Fist' RING-TITE plastic pipe @ Z4" below flniahed P' Iron g le.: below firtl.,hod pavl;,q isle. irch pip,z ,w 18 bal.:,) f,nl9ned pav;.t: (pipes to extend l2" beyond paving ¢ they aro. to be backfilled with a rnirtlrnum of (o' top cover of Otympic'r2 tarot.; Also, Place a plastic electrical cortduit,per City of San Muted bfci adjacent to all water pipes. Note.: Alt grades Shown are or clutter fbtA ilne top o' finish pavement Note,: J-N4indtcatt,t John-Mar,villeTran:.,tc: pipe, eithrer c1as., t.rinL t<r ) 1500 (for-drna}) or l(,0r'_,. Rincj-Tittt(fa, Elevation 58' 5 4' Re r - tr, r t tc, F-4 5ee detail ‘A' eta :.lrw=_{ 0 i L,.) (02.28 All pipe.' to be capped 25'toii A5' R.C- P or J -M class I50Q Transrte. pipe or equal\ 5/C f1Sin: to t .71nr/Ct -I-IOJ - «,.d 63A.0 r 3" C.R.Q. • ,n - y en wntc r inn Tnrar roc, ALAMEDA DE LA.3 PULC3AS Corr' Conc. curb Slop¢ z°/ - rt 6527 Cn:a Chic Curb ti qutteri (Ty FaA) Conc. sidenalk , curb E gutter; type, A' 4-6' �� &,r/2„ c'," Ba^,e sand' (carr, Bleacher) 65.57.. Con°t..:ono. curb Area to be paved with 3' A. C. s Ioaveme.ict ova -r- 3" of C.Fi, 13 b Z7 4.52 Existing 4 'q�,. r ; water plpz.: (check depth in field ) curb, Taper J-qta to grade Couoj' cor<r. tlo rf gutter ° (Type A) 1 C.un:,t Jar/drara G-3 catch basin; 5t 1 nrw3. .5-i -10.? Note: all Islands to be filled with top 5o11 with approval of Park Sureru.fa_,ac. nt _. Remove Lxl,t. driveway - tre.c_oristruct curt t0 • Existinq • thrcu9h X13 l�l Con5f. cone. Sidewalk, Lc-) curb 4- gaffer. •- (TrpeA) at.pipa CT n )1 i- J(_.t-. 5tT i rd rr'o», _ arwq.3-I-Iln Et. F.X. ,tuna 1n5tall 3'`- o4 IS' J -M clans 1500 '1561: og class 1[C Z 7 R C. R or Translte pi pc, or a.qua1 from 1-M class 1500 Z7"Tran_tk C ? , to 4- 7 diet pipe. 65 C.6."..:5 1"p tat ti,_ "2 (C (C watLe pile ore, . M j � pipe ar a9ual Beret ford int 6' Keep (k ,i U R,i.,E of ieci,t fro tr,,� C_ '5 RCP ' C.C^4 v59. NO l'nfrtst IT 5 A TO 12.6 For )dill 31 - pa. iCir 'B' ppe a nota,d al..) a pipe 6, L'.ngth of pipe .• D1 rl:Jet, tree.'; ;.Y 'i f: hln'arc Cvf1v - 50 cr+ c ntCI- See sheet for. cc nnction 1 Ex;_fir q,3,"R.0 Chip p'Pa. to surfaces ] of conc.. Oro nd able, Creek Z, Bere.5fora Creek lieu:5 1500 J Trail i to pi pc 1_ L--5, Or. ,030n 'f� -- 15- - SS ••- 51, It) Ft, 5Ca;C - -- rior1s" Propooc,d .xltarnate,48 RC P • Prof:osed altrnata_, 98 RCP 4'drab, pipe: Drain pipe to be. rorkinq Icr 1_icwalk, in some direr Lion, onto parking lot. 65.3) 014:,.47, 61.(00 65.90 bs 47-\ Base Line of access rc rx.t, o.tiz.5h� c °S99 re laid to go so as to drain 2+6,6.84* 7193 %3,07 Both curves: R=60' a• 30`00' TAN:16.05' L=31,40' Note' (*) denote? -tatio inq a/Ong access road base IIna. A.tis E'C.. - r. � G. 4 it r .`_ I `: 1.„ _I it Gantt, conc. valley gutter to conform to existing gutter - curb removal only, BASE LINE '3"A':phaltic. Conc. 3" Crusher Run Ease >'- 71.05 he aver board T" ACC.F±± ROAD ' `ECT. A -A" \ Sr,-levvaIk `:\ PlanhhG ale�a,'CN5r,' a `Curb r gutter Telephone Inetallation 18"t- deep • lope. to MST a t 2xr,l. lfn- ' Radiu4, s" e� cps° 34,x /0" gals, rolled plate (A3TM A7) formeu as shown O 9 7 Z5 -.For out let sea.: Std ca tab bas in P lans r a EisAk•Catch basin floor Am - I:3.5 Mix cotccrate �• encatema,nt - zz"d ,a pi re 6/6 7/ J C. 22 Ed -31i I X715 73,07 C5 z+35.44% 7i.SI Ar ;.9 1y Curve: R° I2C' TAN; 3 c'.15 6Z.8.' p«8'., -) "r 0 Anchor locations 4. other details as bhowri on 3-I -ICJ c oS 5tonciord Specs. f G 5., - ' e ts " I // iz o d 9etai z' Catch basin Throat Opentn3 5id¢nalk Slop L.n R ISION N.. thY OF SAN MATEO DESCRIPTION DRAWN BY CHECKED BY APPROVED DATE LOT c 51-CiRV DRAIN CALIFORNIA SCALE 1 0, e0i BOOK NO 0 DRAWN BY DW DATE Z. SURVEY BY • GINEER 5/74 DATE PLAN CASE DPAWER SHEET 50 Parks)de Way Conc. walk Go 4.0 Wooden bridge End oo prog..c.t 48n 1 \ C l burn or cud ptpa, to 5di-face of canc. 'Top of bank Co++ -00 Z"CIAP or Z4" RCP Support pipe acro55 tnzach voi-h 1:3:5 rnix co,,c, backfi ll, PROPOSED CONNECTION for CMP or RCP. to RCP -4r00 Remove tna.a, if t O O ncce55ary 0 X Co Chain link fertc- 3ase line Scale. 1":-40` CL of 48"RCP Note: use- material excavated from parking tot to cover the 48 RC P, Backfl Il pipe to a min of l' above ¥op of +. pipe; aper Std. SpQc..Depandinq on len9fh filled; �¢e CAP O4 d, 5 ca l e: Hon). 1' 40',r Vert, 1"- 10 !o" .Conc, coltcxr Zi00 EA 1-. 36" Rr C. P, 14-0 0 SAN MATEO Traffic En �na.r: 9_ (/I �!Qil GG f lda RCE /4,643 DATE Ass I s .. y n gt Weer 5-76'5 , -134:5 5ERESFORD CREEK FILL PRO JEGT ALTERNAT, TO E5ERESFORD PARK PARKINCC LOT PLAN CASE DRAWER DRAWN BY ow CHK. BY APPRO CITY ENGINEER 3 w -J CALIFORNIA SHEET H 30 Sheep' a of Z