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Improvement & Grading Plans - De Anza, Canyon Oak Court, Alderwood Court
>v R r� IJ W WSW S A M ayAr344Oo firs, 4-1 AJ004 ----9v--t 74' 2o' MkNIµoft' GkftN 6.9id Nitta Atm G110(GM 7(2i1ir.1 '334) ITA2'( *w 'rL- Wkr6rL 1,106 WAr M r 2 PT $-(Prz4.p.1 DD wAY sENT�A< t EF S/ti`1�4�' fir 4 CITY OF SAN MATEO en y(0, e-ot1c. '1444' Ott.trrg LvD • nAp REVISION NO. PAP FOR c pvING( sFt,I I.n4oe6A ft i`1GJ 7141s, pa4 1 '3.264 0400,6 2s,3?,S;l40 DESCRIPTION DRAWN BY CHECKED BY APPR B SCALE APPROVE BOOK NO. SURVEY BY /� TY ENGINCER DA TRAFFIC ENGINEER DATE DRAWN BY APPROVED CALIFORNIA CHK. BY WORK& 'ATE PLAN CASE DRAWER SHEET t EE f I of" fr li.,"- h�p etk 0 Dtkit Olbfr k k rya fra / MM. 4126. Kati 419? �wM >>/ vfr at" 3 P irot7,38, REVISION acs c r.tdah.V.4 tas b1I0I II ,\ 19TH 1 MPS 11404 leAlet 04 Et- 71 S, R iOI I')F`I Is L'\&' '. =-r"r CE , 12-3o-75 • DESCRIPTION CITY OF SAN MATEO SCALE In= 20'-0" � I Y ENGIN .ER DA TRAFFIC ENGINEER DATE PLAN CASE DRAWER SHEET DRAWN CHECKED BY BY APP OVED BY CALIFORNI% DRAWN BY CHK. BY APPROVED 'cm? S/29/7 SATE %'1-4EET 2 -IMF: N N 1n -4 0 -IT OD I N J IV' ;ZOO" a 4.01.olll 1 ro+42 dip 1 INN/ I$ "Pre cr 403 7,,0 0+53 ` ,AN MH"l1 I N J " V'fi'ouf 40 5, INV, 8" VcP IN koe G(o 3+33 S,n N 4e•v i p•41442.-1'21L/r. S" VGr 411. 0( o D I APPROVE ,lJ 47, n ?L APPROVED - ��j/ C EN EER DA TRAFFIC ENGINEER DATE TA 14 __ m © let CITY OF SAN MATEO CALIFORNIA } t1112IVI*iON OF 1t VILLA& GANYONJ OK coulter PLAN AN D 11Z051 Le JEVISIONJ I DESCRIPTION DRAWN Q W t� r II k e 1W 0 SURVEY BY BOOK NO. WI •P PLAN CASE 4 DATE DRAWN BY CHK. BY DRAWER I0 CHECKED BY a m r = p m O DATE •01'2O OTi RM G{ca.IN Kr L.t , 4 to o 0' L4 +40.01 fe• 4 410, ea, + 42 at. It cT 'K1M 41O • boo o t5 &AN . SffiN. 11, U 4 l0.1, jelN e + 12 F'../, G, 51 12. 60 ac.. MA1/41-4. 4 LINE,li . T I ,. . i 4a+ SO? 45,4N 4,14 it44 t' V4r' g lM 4-to. 4-2 4J+- (02 PV.G .. 4 41P.S * 3 + $7 . .V. G, 4 420. .b 3+gb SS MN°3 "2 fl \ 4t5.9 I 101M 4 21 33 t 0 4+74,45 13 V,c, 427, 66 4+99.4 5 We J 4. 42 •82 g +.4.42+19I 4v4 430. 29 ft -49.'45i rq At3Q07 74F44' EJ.c, R 0,1 co PLAN I � NOTE wt 'O K E. \' Pt'I7i6 U.. \WAN C1 -4 E k' S •: F WAY CYI:C ke_I, DE AN zA 1 rI/I /f / ///z/ • .-- \T 8e) a. G /5a Viz• � as ss t G4 S t 1� t' I n oA z —1 kkl Tw to me Co icy a icy 474> 40. 4 INT K — 1 et INT . /00 rice L 04 - So c. o. NEM co - ICY 114 00 • 4r7 t-114 0 MEW NEN 0 NEVI Usw gew 4 4*o 420 410 M,y S Iool 14-T1 GAL. GJICVt NN� 4 429.91 �t al tic .d. 1/49 I- tiN Na- 9s sa 9 e s t neiGINAla GrtoUN 4. r 0 v M. S r -t� 0� N9/1,p' mM.O 7 et c;GALta, HOrIZ. 1 =20 V5.ter Us4l isr 7t. rc, 1% I -IM 424.1 cs- v ad3 ff 51 fSVCP C` 48% U t= 41a 0 s N i 201w n 4 , :41C-ja fat ue.IGY YENIGIP (Co "Co EJC.) IpiV. B"VGP 8 701 10"Oct / N i / hit/ 1/ / 2@ Ft- �01 1 ci4fz® 4 Gurt4- e FI¢E Acc ,— PRIvE 4q4 ut. /1 / T / / 10" RcP a 414:44 N / v et e - 4.1484- / / / / �/ / t 6 2 yn G,t6L� ,2,4 -11,„I -a II'.201 1 11- fin v/a" p►.rr '� I.ey Ly.MPP6AGIL 2 Cu, -(o, of Gorucej(6 .44 VIYee- 2% on �o" p1/4 -c-- 1-1#5.1, F- 10 tJ o f /2 � I I l \f pN-r E V fi-i tC.LE. AccE 'A%N-f` 3/41jI11.0 / 1•01" 17'-0 II V 01 2" 0016 Aor7 ' Let- AMP " GK - Pte A4--1,. OF coNic.. r6,"60 c.. _ /2% 51.oPE 1G'f I OK or 2oI M E C4 t\J C-( 4 N I Cdt� \CC% 11VA-( �/4°;11-0 1 r1etE ercgN ptzitbP4 , '» * One MPS 4So 420 ocij3 ® Uiy r-aauIra t, 12-vle101%le . _ (/ REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE CITY OF SAN MATEO CALIFORNIA gehUt r2IVIsjaN op I-i-H6. VILL,M' CAN,/o\I OAK. Cou Cr �I. AN /k,tJ r7 P'OF I t- poet. 1I .201 SCALE %0 Vr I"s 4: BOOK NO. DRAWN BY CHK. BY - - -- SURVEY BY DATE APPROV / aYgek APPROVED . •'' I - GINE R DAfiE TRAFFIC ENGINEER DATE APPRO / PLAN CASE DRAWER SHEET SNEET 4 of 8 zzgo - c-4 IPROI°ILE P VI:\Fr r”:''F:ED _- I N!'TE BOCK ...RADFS. ,- HE: e; !1J le M • - UF , Nei! i'i Y P(' AT NS JAIL PLAN 51'K [ ,[.0 rrtt n.-. NC'T} B(H,K AL. ICNM:.ry I' k LT Y_..__ - A1'ERI I { 1 E-)<I9 M 14-4' LT. IN V 378 _ e 6)4 let G.6 V ZI° . 3-17300 �` N. INV 21° 372° \\o,\ a�,` I : I.ww21"(1cp 378.1 INV. IV «.6P 378. 51 IN 'Veer ' 47 i.& NM I 1 I i 'i... Wt/ 8" vcp 381.11 INV 8" -vcq $61. 611 S I IN4/ 8" VCP 38 1. $6 1 Iffart ' P$141 M( H .476 INV 21 INV INV 8" VG r' INV IHV re 01 ICr +F 386 .3 39 Z. 12 N 2+04\\ a' "-r S dcp 2+ 2i ft 1. fNv . 12(1 , '1t.c,r . . 5,g.'00 I N 38'7. &c, oUT '3137, 40 [VERIFY) I o+4,1 GS 11 LT $ IrltrAI,1- G. et: 1°J RY •t54.87 p +6 o eve. 4 98 4,44 at 71 se M.N. alerj 'S54 .10 0 y'T'3,, ak, $66.IsS 0+g1' . Sr l.N.s3 KM -at 6. 32 o+454 LT LT t 38u.9 5j 1 to y Pv.c. t 3g7.e3 ._.- 1 r2o eve 4 165.64 A. N -J 1 c c m 14 o S TOCrM M N S' LT ga l 3 89' 29 1+90 3' 94.65' 1+11 -.5c z MN IH 3g5.l2 0 m m 1 1!' I i i A N (, u 4L O I 42+Ao �MH #6 1 r1 i '' T1. &q vERIF( tit i 1 i1 I • I 1 III;I I!li I lil 1 • .sires -- I 1 I a 395 .1 9 4_,1Q SS 14WW A GIer '71M ,3 fl(• o I 'Z 4 20 let \2+2455 44 .144 tS . 141-1 3` 4, 442 \^4F21 F, 1, aA spp4) 2+. 3'5 1®v. c, � 397.74 g 4 910 p $.0i 55 I :4 / I °- Ijll3 e -c --°----- N ,1 3 1 I1il P rt 0, c L t0. + 40 4tk1 - 16 LT RiN( El.. 49Z -4G I 4- ' 1 ; I 1 H -f1 I i I 1 I I, it I T I I� l 31 3 13 - H t- .11111/1 v 0 O m O m c r M p N > m m 1rn 03AO2JddV c O < x i z D 1 Z ct,c), z. 3 15V11 IA IHJ Nole7 RIOgn 0 0 zz m 0 r 1 O Z ON z 1 rf 2 O I< 7 0 -13 < 73 O / vqv 0 44) ot 1 414/ op 41) trs 7 4 vs 14, 0 1) CD ND Ks MHO I T d - v 54 Jx 1 .4 i, A S_ _Gr• i55 5ray'^2 nit!. '.1J^. a O SLV C ! — { • li 11 1II:I! I I 1 l . ., I II • 1 . ' r — �..y q-i ' I I I 1 HI , I,I 1 1111 t, I 1 ; 1 TI I I , l i I 1 ,:,17--1-9-.N! I -7 r, \ � I :. 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VILLA ' NITAR-( e),,/\/e-IC 1J'-, 3e., 39, 40,41,42 143 ) 4d - FLAN ANl2 pRoFILE REVISION NO. rT D4)* DESCRIPTION ki %I g 1i' -ik"N _O Q cb 4 SURVEY BY BOOK NO. PLAN CASE 4 ni m DRAWN BY CHK. BY DRAWN BY g DRAWER I0 IEER DATE CHECKED BY L N APPROVED BY SHEET 39 DATE t fie. 4Mlz k eLvr AS, 6e r1E1 3 4Zr1.Ei .. 899.2 a NV IN $5,5.4o SEW er„ vcP air 362x.4+0 E xt irs*Vc.r -44 J Q f.G. 599.20 # I r (Z ( ad Kig bZHV 3d Nzt 3� 'R 5�. N 5— -- — t %earl 6�\ N L r� /60' 2-3'tio 22 7 5n rNFJ G �s urz -270 Rye 40 ss _4 l f se L 3 � 7n 4' V c72 3 • r_ Z Std. Type "A" Frame and Cover Drwg.No 3-1- Iota Grout All joints to be set in Grout d a 0 Concre a Bose 6' 0" ELEVATION Encase pipe in 552500 Concrete (0 Galv. Iron. Y DETAIL OF STEPS • Street Grade "or 6"Adjustment Rings or Brick when needed. Minimum Requirements A B C D 48" 24" 5;1" 4" gg450o0 concrete. Wi • t • BOTTOM PLAN Minimum Weights: Frame — 250 lbs. Cover,— 200 lbs. Total 450 lbs. i 4 2 uLita - 1 -- -z PLAN I„ • - 33 i SECTION "CITY OF SAN MATEO" To be cast on top of manhole cover. I"Lifting Hole NOTE: Type "A" Manhole castings to be used in all eases unless otherwise speci- fied on plans. Seating surfaces to be machined. C- F. • Standard Type A' Frame and Cover -- Drwg.No. 3- I -10(s• Ail joints to be set in Grout P,25oo Concrete Bose BOTTOM PLAN —3" or 6" Adjustment Rings or Brick when needed Minimum Req.+iremente A B . C . .D 4G" 24" 64„ 4 „ -2" Hook Lald DETAIL OF STEPS Iron STA NDARD PRECAST CONCRETE DROP MANHOLE SAN MATEO: CALIF. STANDARD TYPE.A MANHOLE FRAME F3; COVER • LAN MATEO, C/LIP, STANDARD PRECAST CONCRETE MANHOLE SUN GATE"), CALIF, 3/i6" 4 CORNERS V FRAME a GRATE ASSEMBLY • ALL BAR AND ANGLE IRONS SHALL BE I/2 • THICK. — 6" 3 — 4 5/8" BOTH ENDS ALL BARS t i t GRATE NOTE: INSTALL 3"X3"Xt"FILLER BLOCKS ON BOTH SIDES OF FRAMES (AS SHOWN) WHEN GRATE IS USED AS FIELD INLET. FILLER BLOCKS ARE TO BE INSTALLED ONLY ON THE STREET SIDE WHEN THE GRATE IS USED AS A CURD INLET, FRAME INLET OPENING HEIGHT APPROX WEIGHT'LFINISH 24" X 36" 4" 94 GALV. GRATE CLEAR OPENING t BETWEEN BARS HEIGHT NO. OF BARS OPEN FLOW AREA APPROX. WEIGHT FINISH 1/2" MAXIMUM 3 1/2" 14 71% 300 GALV. CZ 0 O To be trov:ied L1 0 0 03 6" 4 —s .•c 4$- O" 2'-O" 2'-O" 2" sand or 3" compacted crushed rock or gravel • M 1 • I" Slope ? per foot TYPE CI' 31-3" 2" sand or 3" compacted crushed rock or Grovel •TYPE D* Co W 6 6 3000 concrete Top of pvm't. 663000 concrete ft To be used in special case with permission from City Engineer. tt tD h t- 0 0 a 0 O j o E CI U• Hi 0 .0 • = L o tD A o._ E t- er l• Q a t- 0 9 C i J C 0. 4N U CD O` a v_ O r •N N toj 0 E aW 2" 4. t 17515th „ 158/IF 15d/it d 0 E d .0 0 C '3 m C S t. k „£ COVER •u P1 „g Min. 7 O I — U u.) VERTICAL C Note: This.. cleanoat-to be used only in special cases with permissio; from the City Engineer. • STANDARD TYPICAL SECTIONS OF ROILED TYPE • CURB AND GUTTER 5 AN .ATC, CAt!r, STANDARD 6" SEWER CLEANOUT SAN MATED, CALIF. a. A 0 , M r -n : 11 L_L Type"3" .---Ftarne a grate See Note 163 6' i • Curb Face Normal Witter __-- •Set face of angle in plane of curb 2'-r • Subgrade - undisturbed eorlh or crushed rock SECTION A -A 3' ,ppen'g. 6' (Depress 2 below LI normal gutter / (—Curb foce< ‘-Normal l• Sir Flow i L___�I gutter grade.. DEPRESSION DETAIL (To be used unless otherwise specified on plan) See Note 3 Concrete CoSto00 NOTES I. For details of frame and grolc,Type'3", see D+: g. 3-1-125 2:Connection pipes to be loco led according to piers and bolt h of -basin to be sloped to outlet: .' . 3. Where catch basin is used os on outlet, eliminate depression in gutter and install frame end grate in plant of normal gutter. 4. To be used only at the ,direction a - the City 6nylneer• PLAN Afz pal 61R-AT- RtS BARS el2" BOTH WAYS SECTION S —B ft: MATEO TYPE STAN J[2;ice II ...II ei‘sTeli BASIN CALIFORNIA vANriaRr\ _int"ivlcL, xloeCte 141 REVISION NO. CITY OF SAN MATEO DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE 1c1s.sJI,2IvIgIoN or i-ri4 VILLAS& BOOK NO. CALIFORNIA SCALE NO SCALE DRAWN BY CHIC BY SURVEY BY DATE ;41k -t` IQ/ 19760 APPROVE fl/7b GINEER DATE APPROVED TRAFFIC ENGINEER DATE APPROV Ic'72.5y/r6, DIgecroR nP NOW, Wo KS DATE PLAN CASE 4 __2.2.1p C ---- DRAWER ) SHEET IU 39 SHEET 7 OF " 4 "