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HomeMy Public PortalAboutImprovement & 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. 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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' . 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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"Concrete Sidewalk ee Std. Dv;;; o. 3-1-141) to 2.3' _-- 5.3' , _f Nor al bac S " Ad 4-2/".t. -iq.r .44.4 n - - C' Construct Ramp of sidewalk grade7 .,p 2" Sand or 3'compacted crushed rock or gravel __I 683000 Not to scale SAN MATEO SECTION A -A Normal Curb height at driveway apron Std. Commercial Driveway +I (See Std. Dwg.No.3-1=147 ��\I 1-6'" Concrete ��6"min.Agg. .a. ? A.'ir "A a 4 '���� t 'a.J Base o C O a 0 T Concrete f 8.o' -0 0 0 Transition ICurb height ko " �� Ti " o = av O o J coo 0-- O Co may__--" -- o 0 " 0 o a 3.0' Romp - 2.5' lik- e. \ Qez o" e f .60' Sf09 6t ��fG" CJ ,c6eQ\ t. 4 3 / .Con" ��/ S `4t` td. \c�� S S��'. 1%. on Gc, e, 94�� / 4e r /4enis .4 4 94 4.3 Curb h ,.. e " curb height-, ITransition Curb 2 -,- height-, Standard Commercial Driveway Apron 'pro dr SECTION B - B fa" cet ��r�� I ciko ztc tkl ' ��o" `oteaeedlstcc " S\62St. o OccoQcoace\ace Ova. C " " 0\ 0�4. C5� D 0 /op 6 C) to , Gocc e ce cb A J ^ i a 0 ISOMETRIC PLAN OF RAMP Construct one ramp at each side of driveway. Typical detail for 8' D/W return is shown. STANDARD WHEEL CHAIR RAMP AT COMMERCIAL DRIVEWAY CALIFORNIA DAZE 1973 DRAWN B L.a. CNK. BY APPROVE OIAf GTOR Or PUP! !t, WORKS :-Slope normal gutter i" ,err. ft.�� Conc.autter Conc. sidewalk Dummy joint- ! _ I Expansion jolt)* ` " " " -" ..." " PLAN CASE 3 DRAWER ( II ...-- " 1�� ransifion from 1" per foot to - per foot PLAN <<-Projected curb line Projected curb line 7' I Width of -ti t gutter t" Slope varies ." .. _ I " Slope per foot 33000 Concrete" " " " '' SECTION A -A Slope gutter 2 per ft. i 156 NOTE Worp pavement to meet volley gutter. Flow line of gutter shall be maintained -NOT the lip of gutter_ 12'0" t 9' Err O' GENERAL NOTES o" lSSI I. POLES SHALL BE 6063 - 16 ALUMINUM, oa25' 'OMINAL WALL THICKNESS OR EQUAL. 2. LUMINAIRES SHALL HAVE INTEGRAL 8" LAST AND INDIVIDUAL PHOTO CELL CONTRO UNLESS OTHERWISE SPECIFIED. 3. EACH POLE SHALL HAVE A FUSE, DISCONNECT LOCATED AT THE -HAND ItOLC� No, 31 PULL f%ox A ACENT BASE - 4. M E,UR" - - POWER HALL BE 0 / 240 `V6U T AC UNLfrtS\ -0THERWIS' ALLOW D. TO TN� 5. 1F\ AVAILABL CITY WILL PR IDE ORNAM\NTAL IRON POLE I LIEU 0 ALUM I M POLE. \ \/dI D I- Orr L7.1 UNIMPR VED GROUN z I - z n 0 ^!tplY ��'p" ." LT CI.'LE =7' DIA. 8 USE SAN 9/7G STD, W REV 2/73 SAW REy,ISED" DG" SAN MATE t I /2" CONDUIT UNDER SIDEWALK 1DUIT HAND HOLE WITH COVER GROUT 1`n Z INSTALLATION DIA- IS"LONG 3"BENb 44- 3/4u -L-9P16 GALV. STEEL ANCHOR BOLTS WITH NUTS_ ANQ WASHERS Ea "n -s- 250a GC3000 CONCRETE t 36" 77 1=5" i+-30 GRO MAT@o cr.y 3/4" -1- \G3 ANCHOR " BASE 9/7Co t(-. ID r' ; i - t._ ELEC i R LIE R 2" CONDUIT CO ER WELD D ROD x '0" (ALTERNn CALIFORNIA B 15 I/I/n' 19 'if PLAN SECTION A -A ble"(i bronze -fling hank r`��-'- 1411lt�� 15 3/e" NOTE: cover reinf. is 346"8" and No. 11 ga. steel. COVER NOTE: Location of box in " relation to curb is variable. Cast bross hold down bolts lack cover down " make unit vandal -proof. A Aipy' crushed rock, base TYPICAL INSTALLATION NO. 3 t/2' WITH COVER a CONDUIT IN PLACE . /-Slot for turning 3/8" brass hex. nut /i3' brass reg. washer Cast bross hold down bolt DETAIL OF COVER LOCK (2 REQ'D.) STANDARD NO. 3 1/2 PULL BOX SAN MAT c -Mt DRAWN BY f CNK, BY s.w. 1 APPROVED " ,;" -" _._.ma y z c. .__-- ',/ /7L B -- W - E.C: 4"Side walk Slope 1i4 per ft- A - ,. D .d " V2rad. A Score Line 6"1- " -Boller P 7 0 J" rN41Nr EP I col Bock of wait U 0 0 -I I"in12" 6'at B.C. r dot PL. i. " - I.:A_.,-Cement Concrete Driveway i' ra Varies "n d. Agg,rregol e`eas, ory:e. SECTION A -A " -��" CkiIn Variable - Batter- , to 12'1.. !Slope (per ft.' i Cement7Concretee'. ! .!: 4. -��. ('latter e.: -'b " ' G " / O. " '4 G �� G �� : F.O .te.. Aggregate . Base 6: MFn:., v " .a' DETAIL Gutter PLAN CASE 3 PLAN OF C.OMMERCIAL DRIVEWAY W DRAWER " .Bock of walk r SHUT 1 3: min 8"rod. \Front of welt \ l�� PlDnti: Area "C"Vnriable _Level _ C/ Line f&.00 Q ..F..ce;nentr; "gcncrete ��__ e.4o (A?e.go a" " Bas e'S" " Muir..`-.5- . SECTION B -B It TERMINATION OF DRIVEWAY `C" Variable per City Engineers Instructions , z y- rod ' Top of Curb PSloo_e 4o�r ft,y 0 2 -s---- " s�� c aement4 cor.c.rete ' ,> - -z- ` SECTION OF DRIVEWAY AT " NOTES: I. All base moteriol ste.li hove a minimum It value of 60;AIl concrete shall be . 683000 ' 2. When existing concrete improvements ore to be replaced with a new driveway, they shall be cut with a concrete sow. 3. Drivevuy width''r'J''shell be width shown on approved plot plan and/or encroart:ment permit,buf she; in no case be: A:Less then 12 feet for a one-way drivewcy B:Less than 20feetfor a two-way driveway. ' C:More than 35 feet without special approval of City Engineer 4. Radius of return shall be 8 feet r, inirnum of all locations. The radius shall be longer of locations specified on plot plans by City Engineer. 5. Stmdard commercal drivewcy shall be installed at all locations serving le or more off-street spaces in any residential development, and at oil 1o_otians serving 12 or more off-street spaces in any commercial development os well os at all other locations stipulated on the plot plan and/or encroachment permit by City Engineer. " 6. All driveways shall be located as shown on approvd plot plans. Adjacent drivewcjs shall be separated by at least !8 feel (8.C.to at.) unless lesser widths ore approved on plot plan by City Engineer. 'i. All unused or "dead" drives shall be removed and replaced with star.dord curb sections . . 8. Curb and gutter shown hereon to be monolithic. City En'gineer.to direct' P'"C and 'R" dimensions.. STANDARD " CONCRETE VALLEY GUTTER 3 ;AN MATEO CALIFORNIA t STAN DAR D .COMMERCI AL DRIVEWAY 146 DATE i DRAWN BY t PLAN CASE 147 1973 T.L. 1. 1973 0 4) a) 0 U 0 O 0 i.i!,WN BI " T. L. Std. Type } A Curb -a Lt," -.,, 1 AP),,VY.}) J.G. 2'-6-"-- {I-�� 20'-O" i Expansion Joint r /LA..: CA.: Si Av,[P i - :" -1' 3 i 164 i Maximum Driveway Wtdth 3'-0" ' Fro n either IL 2'- 6" PLAN p.. A Expansion Joint on I$ Expansion Joint---. 683000 Concrete? Privewoy i 5'- 6" / Gutter Width Slope . Per Foot? / ��6 CURB GRADE 1r. lz; n a y��----1 .i t ��) {" ,6rmoi Gu'ter Slope I Subgrade CompoctiorTh =t 6' : ..., ;` rr) f& S Z > 2"sand or 3" compacted crushed rock or gravel SECTION A A Note: Na driveway to be constructed within three feet of curb return Note: When existing concrete improvements ore to . be removed and repia,:;ed with now driveway they shall bo cut with a concrete saw. U _L N e) -o 0 0 I r Seal with mortar Poured in field 61 CL 0 o. rn c O 0 IY NOTE: COPPER BONDING WITH METALIC CONDUIT ONLY O z X 0 m -J -J a- J --IN a H C " NO. 5 PULL BOX " STANDARD PULL BOX INSTALLATION SIANDARD RAN CASE DkA 3 149 :" 4!E r L;A et4 9( trix. tir 1973 T.L. J. G. Con] cFeEcf a. Cat a kW. Mold utAW1 AL'i ... 1 .. .. 1 3 Ij' I {Ir 165 I` 1 I I REVISION NO. DESCRIPTION DRAWN BY CHECKED BY APPROVED BY DATE CITY 0 SAN MATEO BOOK NO. CALIFORNIA SCALE NO SC AL E DRAWN BY CHK. BY SURVEY BY DATE APPRO E ATE APPROVED TRAFFIC ENGINEER DATE APPROVE / ..._.;oe___ DATF PLAN CASE DRAWER 4 10 SHEET 39 S1-16 ET 8 OF 8