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HomeMy Public PortalAboutFiesta Gardens Unit No. 1 ImprovementsINDEX OF PLANS /. GENERAL PLAN OF IMPROVEMENT FIESTA GARDENS UNIT NO. / PLAN - PROF/LE 2. BERMUDA DRIVE, ROSS/ WAY, FIESTA COURT 3. F/ESTA DRIVE, SULL /VAN STREET 4. STORM DRA/N THRU BLOCKS 3.4 & 5 SAN/TARY SEWER THRU BLOCKS 3 & 4 NOTES - / Work shall be done in accordance with City of San Mateo DPpf. of Engineering Standard Specifications dated January 195/, all adenda therein and special provisions. Z. Install Type C 4*nho/e Frame and Corer on /MI/No. / in sidewalk. SW Dwy. /-7-/40. i /nsto// ype A Afonho/e frame and Corer on c// other M. 4's. Std. Owg. /-7-/oe-A. 3. Curb grades androd/i are shown for top face o1' curb. Curb grades ore of a.5X as camovfed an s/nree/ ceSer /,he ondshawn an ptv6/es. 4 51a/ionrny is continued tram pans for f n hobo IV/age 1/nil No. 6 El al Z-/7-/8 S Driveway and Sewer /okra/ locate/ens shown on/y on this shee/. See Legend 6. E/era/ions ore indicated on the p/an.i then/y, p,00 . Elevation.( shorn are /n feet and decimo/n thereof in reference to the officio/ bone and datum of the City of Jan Mateo, Co/iforn/a. B.M. f/erotian /03.45 i.r a brass monument /73.1' east Iran/ the 1 of Philip street an /9M Avenue, /31 south of / at angle faint. .THEFT / 0,1 £vnrs PLAN PREPARED BY JAMES & WATERS - C/V/L ENGINEERS 42tj REGISTERED C/V/L ENGINEER NO. 2959 GENERAL PLAN OF IMPROVEMENT F/ESTA GARDENS UN/T NO / SAN MATEO, CALIFORNIA JAMES & WATERS - C/V/L ENGINEERS /"=50' 1/klerio."4004."„,. CITY .4-N6/NEE • S WY- /L JJu?2 /0-54 DATE PZAN CASE DRAWER Mqy /954 2 /8 se/ e4 r /7 4070-C'/ " 000 .oQ29.2--- -" '��%/��/4$1��iA \\ o 0 7/ p ' ",S /  'i /1 /MMr v4 0 ��"( o o �o/%// ��/ /��% /il 11I/ W 0 00 ww C=J0 " Z Q W 0 s LL >��zo rt D. -J - 4 < M O W _ r z 2 0 S u N z o W H 0 wcz w C (Jo w p 2 >1-0n! CO CC 4J.0 mN W X J o O W m O W CI -Z Z v \-4\0 V N mN 3 is eta ' M- �� kz* 00a C o a Exis%vng /i P/as/ic Condo/ m_ Place Cab/es only Ea9s><�g E./ea/taker/ rE, ti o% 41 9 5 ti y ti 1 so tea 6 0 l r gr0. " �% " w n - .��. *Ls. go r mob 6 *\ \ 6 rLQ z. G5. 30 37 Foremen / - ti ta5,Z. 31 4.5' 5.5' ,as 5 f0.75 .Dopey Per /oaf Id 6" Crusher " Pan Bare 2" Dense Crade /Won/ iftre 6"Concreft- iur4 and Gullet, 7//e A" x 10 -ass a5 I��m 39 ti f 52.66' I 27 I O nG5' v 28 I�� /7. ?rown - Zia au/ter /o d 5Z. 63' 26 60' 40' 20' 3 4' Erode Reference /rant Line 55' 45' f/ecl�� Condo, Jca/e: /or/z. /"_ /o' Yet /"= S' ti 2<t 6I, J vNi ti 23 2p h 0 Sas" Or floc/rotor - f/o!4a . /-7-/e286 Tyoe F9250-67 3" Crasher .Pun Base 4"(erroen/ <ncrete, t -/ors A" l ns/racfion De /ai/s .f/onlord Dw9 /-7-/41 ... " r /0.51 -0 t L �� ��e bh �� \ x." b Nom\ ti11 t ti-EN 4t24 ti ,�� ,fix a 9 '# EL EVA T/ON [5o 'C.B. /IC Alai 1'. ki 0 n 3. N 300' a" VCR F 0.6% es a' Aie net f sPg t" 61`3h&G. 6 o" ctsA c Norma/Ditch EL. SECT/ON TYP/CAL SACKED CONCRETE /?/PRA P A/ /2" Piave Ou//e/ Scd/e to"-/' io a '6 001 1 k2b 60 10 d e /a5y Q) o 1;! t Cs R " A " . 69 CI ' 06 BERMUDA DR/VE 93 ,- 'S re n I L14o % 7hia 1b��4 95 /5 /6 leo it 6 /7 1,14 es 4" /oz 2o 39 5 0 4 /8 6 1 49_141 26 /9 8 49/4 5 2.5 5.5' 0 5' Shpe if giver roof  �� Pavement -- 6" Crusher Run Base 2" Dense Oracle P/ant MZr 6" Concrete Curb anal Gaiter, Type A 9 /0 n /4 /4 41./5, " N23 f 22 50' 28 .3 -Crown -La. athier lb tar/ Crode,Peler-err4 BOO 2/ /2 / 5.5 0. floc, trondad /3 Ott t2 eiriA /.9f;1 Sidewalk  3" Crusher- Run Base gineement Concrete Class A " A_�� ttt 14. 20ty//3C 00 4 /7 01 01 110 047.470/ repS0/7 /the 24 251 CP /5 A 34 /5 ecce 0.35X 22 /5 /6 /5 tO 31 eel 1:3 t1 9 orommt /5 0/57 25 1 tfr 20 MI 47 scab Sad ea/ Aikta,a /0 27 /2 550.201 ElefiZ vsa jle " CR ant t, 0.2. 0097 1/41 ON tk Alt ittt 04. " /1 FIESTA COURT frietorn OR/re en int 100 PLAN AND PROFILE STREET IMPROVEMENTS BERMUDA DRIVE ROSS/ WAY & F/ESTA COURT FIESTA GARDENS UN/T NO. / SAN MATEO, CALIF. 7 " 23 24 25 16 PLATE 2- PLAN -PROFILE 0. P. R. & R. E. STANDARD Steer 20,1 _CierFres SCALE APPROVED BOOK NO. SURVEY BY CITY ENGIN June 10-54 DATE Mai /954 PLAN CASE DRAWER /5 SHEET /7 41 00 Q'/�,�/// I��rl//y�ll�//// O /Ili0Oo0 1 o0 so us ww 0 Z < L-ssi Ow E LL >Kzo D J F- (0 n. q K 0 0 0 CO 0 0 z z w 0 W Z 7- 0 0 ~O Cr w0 zD uj >ko� D D -J _, U) 50000 W J L1.. O CC 0 0 0 0 w 0 O Z z V e 4 v 1 /00 '195 IL so - h h� i�y6p \ o'er 7 1 5 8 59.79' d.3/ 45.06' &3/ L 9 /0/35' 6 7 O/37Cf. 5 8 or00 • l• < /5 or37C.e. 9445 So' // 40..5% 00 /6 L so' 50' /2 5o' / F/ESTA DRIVE 'O. 5, SI h X y' 0.5 Z. /SO' 6-kce® 067 96 -- ao'6'7!c.'s 0.67 L 3 i0. /9 0 3 /02' 6_✓C F. O 067 90 /5 / /7 /8 /5 ZO 0 1 X +O.51 1/ x ti /7 � 73.83' J L /4 /5 /6 10 -o • Al71°00'5 /8 92./3' 50' So' 0 58 33 ("Cif //70./ Top.sa/ / Z /ne W l� %678 7-5 />frie?' Pia,' 11 tst o M • N 8% l0°'�r 6 24+2/',3 5o' Toi V /7 13 3 6 5/' /8 10 i4- v V NtN ti 5/' /9 00. /8 77.63' S/' 2O SVCP /9 61.31 -a 6J 55 24 rats% 280 8" V C P, O o. 47 15 2/ /o 26 J •\ 1p0.e40 �'10� H� 27/426,9 N 0 d -Yre 40.6 0 50' 25 s. _ s/gate 4 "per cool 5' 0.5 3' /4' 34' /7' ze' N, ../.51 -LP6rdieeio0 Pel Grade ,Petersen _ S.5 ' 2S' o.s'7 e Lme Sca/e: Horizon/a/ /-/O' E/ec/ Condui} - Elec./to/ire: Std. Dwq 1.7-1084 Sio%wa/k 22pe A'- 25o 3" Crusher Run Base 1" Cennene Concrete Class A Cons/ruction Dctai/s : Siondard Drawing /" 7-141 Vertical /15' Pa✓emen/- 6"Crusher Run Base 2" Dense Grade Plan! 4/1/:4- 6" Canc-re/e, Curb and Gullet; type A 4 1 ajkas ESL b .a •%1.4 is 40' /2 50' // 50' /0 50 9 50' 8 50' J 7 L so' 6 so' LB S sa' L 4 SO' 3 2 so' '" ea. P, 1057 of a0 h -a01, /YCaaG'/5E.- -0.5Z 010 4-1 8995' 7 r 6 50' 4 SULL/VAN STREET 0- /22' 2/"RCP e028%9i 124 A. Sir 2 1/4 /2 40.67, 0 so 1/4 2 17 Ci N._ X 00 18 /00 93 90 • sti ;F: .Socked Concre,/e R;orap 27er/a// fheei /2 1/ PLAN AND PROFILE STREET IMPROVEMENTS SULL/VAN STREET SAN MATEO, CALIF. SCALE 6 5 PLATE 2- PLAN • PROFILE O. P. R. & R. E. STANDARD SAteer I 0,1 Steers APPROVED j BOOK NO. DRAWN BY CHK. BY ar DATE illa, /951 Iv SURVEY BY CITY ENGIPZ.- June /o-54 PLAN CASE DRAWER 2 /8 SHEET /7 K & E Co. No. 346-2C O �21!,1)ll11711/ (u'(///, III) I /1 W 0 r NOTE BOOK O Z W F- 0 p co 0 N Z p 0 33c z = W O U 0W ¢ W)._ p Z �w�lu • O C f CC N'1D CIN LLJ -J Dr_ O 0 0 0 ED w 00 0 Z Z /2't 12 EM T/oN /✓/7770/Ditch F.L. SEC nom TYP/G9L SACK ED CONCRETE R/PRAP At 2/" Pipe Out/et Scale 4"•/' 7 \\ 0 10 s� \ /k 5.54 II H 23 /CO' 22 9 ro 9 /0 /00' 1/ STORM DRAIN THRU BLOCKS 3,4 & 5 28 L_ I 27 (a /00' I -- V wr, `nO jr- !, /22' V" RC.P. Pan; ga /6o ztedec. P @ 0.3% Felt- I.Creiea/ancrele i 3112"eeCeP/, .23/447// This This 54ee/ = Q 6 sir 4 4 96 q 1 6 /Oa 55 I SAN/TARP SEWER THRU BLOCKS 3 & 4 / 0 /69' 6 - Kees g, 067 12/16" 6CP 6' OS% 7104 29S' 6"PcP 060- 67 6 Ground Line Oriyinn/ Tap,/oi/ -_- a?� 220' 8° KKC.P 0 04% 1 /00 SHEET 1 of Q SHEETS err PLAN AND PROFILE STREET IMPROVEMENTS STORM DRAIN THRU BLOCKS 3.4 & 5 SAN/MARY SEWER THRU BLOCKS 3 & 4 F/£STA GARDENS UN/T NO. / SAN MATEO, CALIF. JAMES & WATERS — CIVIL ENGINEERS SCALE Vert / =51 APPROVED Horiz F;50' BOOK NO. SURVEY BY U DRAWN BY./LS CHK. BYG,T DATE May PLAN CASE 2 /954 DRAWER /8 SHEET /7 lei/i 4,/ PLATE 2 -PLAN -PROFILE 0. P. R. & R. E. STANDARD KEUFFEL & ESSER CO., NEW YORK. K lr. E Co. No. 340-2C u,/,11)'//// /1///10) 0 CITY ENG June /0-54 4070-C-4