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HomeMy Public PortalAboutHillsdale Unit No. 8 Street ImprovementsTYPICAL STREET CROSS SECTIONS 55' L4"Dense Oracle P/an/Mir (2 layers) 3' PMroek "- 4"Redrock 3/STAVE. -SW. of Ili//solo/e: 20 FA/ROAKS COURT 20' GREENOAll COURT : 20' EMERALD COURT 2o' B.M. e2 a'2 8 \ 1.0. NOTE: Pole riser /o be lace/ed 6y P. G. f E. 29" L/ne Pe, I 8 M_NL35A FAIR O I6 28 7 it 6 I I I I I I I II 5 6 7 8 46 45 4 5 3 31 ST. 4 2/ • E/ecfro/ier Condu:/ /B" 6e%ow Curd 6reder ti M K 2 AVE MN 3 22 2 cel4 II f I it rI Iu II •ri '11 3*_ II stfr 44 SS.' HY/sda/e /0' of ere 8' 7,5 Min. 4.5* 6"Redroce E/echo/lerBase -Type E" std a -v. 1-7-1054 H;//edale 5/vd. 60' Coxfon Court 3t' Hillsdale Blvd. 40' Crornenf Cove/ 26' 3"Crown Std. Type A Curb4=Gutter Sidewalk Car+on Coe/rte./etyma/2i Coorf, Rockwood Cour4 25th. cE 3/st Avenues 50' 25th..4 3/stAves. 34' Rockwood Court 2L' 4" Dense Grade P/ant Mix (Z Layers, 4"Redrock base .eik Hillsdale /0' 'N Mi U3"Redrock for unbalanced sect,bn, crown at quarter point to be" above lip of Fuller H/L.LSDALE BLVD., 28TH. AVENUE, 3/ST. AVENUE CAXTON COURT, CRAGMONT COURT, ROCKWOOD COURT -�c7-Erinley Roes an its 3=0" TYPE r C4p6 4 G'uz%'' (MOD/F/ED) Ilj I, 1, . 12 .1.1 I, it .67:7714 Coml&,l las/a// Two Cob/es only 5\O Elect-o/ier Conduit See slat.Speeif. 9 "under sidewalk 21" the A 4 GENERAL NOTES I. A// work shall be done in accordance with City of San Mateo Department of Engineering Standard Specifications Dated Jan /95/, including al/ addenda. 2. A// curb return radii to be 28'measured to face of curb. Expansionyoint to be constructed at each end of return. 3. install a standard Street Sign at each intersection in location shown onplan. 4 4/I E/ec/roliers shall be Union Meta/ Co Design No. 500C-4-7040-250-BN or equal single 441 aluminum with a du// grey satin finish. Design 400 onchrr base sha// conform fa s/a,t4n1 drawing /-7-108-.4 wii// 14e bo/I circle modified to conform fo Me manufacturers dimensions 5 Luminaires to be I.E.S. Type.Dl unless shown otherwise. 6. A 4" V/tnfied Clay Pipe sewer /atera/ to be instal/eel 5' from the /ow corner of each lot Al/laterals to be connected to main sewer with Wye branch- Minimum slope to be used. NO. BENCH MARKS I- role and end ex/s/iny north Caro 3/tt4re.. a/Common 6oundory befcueen Halls date and 742 H//n/a/tOld 8-EL.2L3.// 2- Top and enda/er/sfin turd eas{si rst� i dv,�o/ Nor/4 6aurdory E/v✓. tt/.84 3- rep e/ are Huh -SO'ear/ el ¢` 3/dt4ve of rr,'a/ion //+se 3/1t An. ELrr. 36/.7/ 4- Toe 0/t r2 Hub Ro fee/ Sou/4 a f ge H//r da/t ,91rc< al wen /6oana/o7 E/fir- 399.06 5- Top and end e/FCrstiny sea /h Curb y//1d e6'/vo/ a/ east loandart a/sr. 409.7/ c- repel /r2 huh to Parfet d carton Court a/slake', ons' E/ev. 4/4.2/ 7- rap of 2r2 46,6 Let /int /Ott/ Vac* .9 -/o fee/ barn iron/Prot. Car. tfe✓. ¢00.53 Sheet A/o./ Sheet No.? Sheet No. 3 Sheet No. 4 Sheet No. 5 Sheet No. 6 7 9 9 INDEX OF DRAWINGS General P/an of Street Lighting System, Sanitary Sewers and Storm Sewers 3/st Avenue N.E. of Hi//sda/e Blvd, Emerald Court 3/st Avenue SW. of Hi//sda/e Blvd, 28th Avenue, Fairoaks Court Hillsdale Boulevard, Craymont Court, Rockwood Court Greenoak Court Caxton Court Sewer /hes ;4; -C;27:1?:: MACKAY & SOMPS CIVIL ENGINEERS 170 EL CAMINO REAL, SUN YVALE, CALIF. � �S � �� REGISTERED CIVIytNGINEER NO. 718 / I LEGEND Vertical type curb 0 gutter and 4'0"wide sidewalk. Poll Type curb and gutter (no sidewalk) —® Sanitary Sewer (size indicated onp/an)-jmanho/e Storm fewer wiffi manhole and Catch 9asin -Type e3 unless shown otherwise. - E Na. B Cable in /Z "ga/v. steel conduit - Electra/4r Two No. 5 Cab/es in lingo/14 steel conduit • Indicates Survey Monument S..s.• Indicates Sfree/ Jr/.0 STREET IMPROVEMENTS HILLSDALE- UNIT NO. 8 SAN MATEO, CALIFORNIA. GENERAL PLAN SCALE: I"' 100' BOOK NO. DRAWN BY CNK. BY CaEFt.T. SURVEY BY DATE A(9 /96:5 - PL AN CASE 2 APPROVED il1 tt CITY ENGINEER 0-12-55 DRAWER /8 SNEET 22 OF 6 Sheet` / of 6 /,' /a// .fe 4'ood Header Board 2- /00' VC Pi 21 404-00 ti et 403.00 410 400 390 --r 1�r �Xc ^iy a 9�G 90/01 4y/5qk x 32 i ird c.[•3/• 04 Q = 54`47.47" C.;%01" c.Z.= 28.70 et \'T /0 3B. Zf %i" A:Is /PO- 9 ode .....•• a US' Cl l/c 60 S} \o NM 14214 320 3/0 11.1111.1. 0 N of J c' o oh e a ° // rur62 EMERALD CT Iztr!‘ AI At kk rIcal 385 380 043? Z 1-2 rap 07 /17,767(Accitis PLAN AND PROFILE 280 2 70 260 STREET IMPROVEMENTS 3/51,41/E_, EMERALD & 171/R0410 COURTS HILLSDALE UNIT NO 8 SCALE APPROVED SAN MATEO, CALIF. BOOK NO, SURVEY BY CITY ENGINEER - 55 DRAWN BY CHIC. BY Ci-R.T DATE lulus, /Piro PLAN CASE 2 DRAWER /8 SHEET 2.2 OF G CL. 0 88 -- Lti tO \ti ? Z I I • •c 5,-. -'" `'e- ?�-5 .9s �\ mss„) \� o'' to, x 'easy it4 1 4'•'.0 = 2e. 4. 7/30 /00' ki C. NJ 2 oo"� 4r• 230 V 400 V N Ma NI ) trl 5 of/2;PCP en AC" 2 220- 2/0 • ra=3i'E3 � ti 9 1\ 9b• ?s 0 rt. �. 4P' • /i °' tit 4ca 7 rix rop of Care k /7 PLATE 1 -PLAN -PROFILE c. r, F. w H. Leilk MIND F.EikFeetk. & ESSEX teL niE*V YEA -c. /B I r • Saloicoarena�. t - / Si T c. ' n‹ SE'43 a• o 0 {SO b .Q ;e0 CZr Cc � cp 2,... CI 0\ C1 o 43/0 - 6 RO F1Li` i J ,t.9 20 • • • PLAN AND PROFILE STREET IMPROVEMENTS 2814 AVENUE cf 3/ S AVENUE HILLSD.4LE UNIT NO. 9 S //or: CALE kerf' rs/o' APPROVED SAN MATEO, CALIF. BOOK NO. SURVEY BY CITY ENGINEER 9-/2-55 DRAWN BY CHK. BYGRT. DATE 4Uyat/ /PSs PLAN CASE DRAWER SHEET 2 /8 22 OF 6 S, ee/ 3 0/6 g S5 F- /ns/o// /redwood Header Board 0 3 6 2 K 3/ ST. AVE. 15 v\ �. C rbZ : 49.4/ 4s /ores -c2" Y- Q ,i, h/Bto6=ge.R rc4o28691.9' NI a , 2� 3 .. 07; Cc. /y,3s 30 A F R� 1• 9 m 32 sBo M Cc., sogS3., gg 40. do a IZ �� /00' I -C t1 m 72--/2".PCP 745% S. to 2 1p,kC N 420 40 Q ioo ' !/c. W tki h o1 k .�".\ ho N Igo' O o \ 1t. \ 4‘ \ �% 1/4 4 off -o% .... .._ . . . . . . . k 00 k N 0 0 'p o o x ,d /ao'//,c' PT = 395.6/ 24 3 90 /2°0 1-1)70 . P o 5-° 400 2 0 3 N ti 400 390 PLAN AND PROFILE STREET IMPROVEMENTS H/LLSDALE BLVD. CRAG/WONT & ROCKW00D COURTS H/LLSDALE UN/ T NO. 8 SAN MATEO, CALIF. SCALE Not/ /” l/er/' APPROVED BOOK NO. DRAWN BY CHIC. BYG-R--T. DATE "lay aft/ 21-9-5--C - PLAN CASE 2 SURVEY BY at t CITY ENGIN oj-/;y%N` ,Z-$5 DRAWER 18 SHEET 22 OF 6 -Thee/ 1 of C trai r� .9/6.53" 2e 439°24'31,. as 3/.11 4 e o pal' a `o kb tia a v 1 ft ('0C Si 14'622525 k 26 N a 53.00 G 27 Evth»y Condia/ in iris po/ini- %n3"/a// Aro Na d Cob/es fo ex's/,, e,4cfro%r 28 R EENOAK 70 00 s' 70.00 29 Fact eat* q: LB _-/00.08117" La 48.94 ot•9� N „ PLAn 2 ,OF R, E. Si' to ccr,, utIF'A' ,•,:zftK 4 ftsl. 6"KcP .o N N 0 M K N (NI %I N N(1) o. 0' X .• IN a 0o x IZ3 fl2 Rd'P /26o o 9.� t`a N ` cot Itelf so'ye /1.4102.28 M N Ih \ 0 4 49 /o It SZ 9% C Ito Exisf fir'/ouf1--) • 0 0 tal omiA ....111•11111 1501.11. .41 G N 340 330 320 C' Kt: 4 1 6 t6/2o M. yits c '4 e CP 1060 I+ I� /t4 •' i• " NI t▪ rt M 014146/7, "B" LINE 4S M. 9 #43 2 t3 4 40o 390 380 370 360 3SO PLAN AND PROFILE STREET IMPROVEMENTS CAXTON a GREEN0.4/( COURTS H/L LSDAL E UNIT NO 8 SAN MATEO, CALIF. SCALE Nor : /" `50' vet/. ""'/0' APPROVED BOOK NO. DRAWN BY CHK. BY C R.7. DATE Av9us/ /955 PLAN CASE 2 SURVEY BY CITY ENGINEER 9-12-5.5 DRAWER /8 SHEET 22 OF G Sheef Sof 6 K & E 00.. No, 34 -f c 0 1- n 0 a IV A •• / NE / / 7'0 //2 "Rc y. sa Z n i S 1< Nx- • ,I/Z' 72 3Y0 v8 340 o, YJ" OM1/1 l�. *A.c F 330 11"' Channc//tc flow /,nc o/ Mon holes. 2 3 390 300-_ PLAN AND PROFILE STREET IMPROVEMENTS SEWER LINES A: C 2TI E'" H/L L SDALE UN/T Na 8 SAN MATEO, CALIF. SCALE Han': /"=SO' YE/err= /0' BOOK NO. RAWN BY CHK. BY <.at. SURVEY BY DATE Ativs/ /Se5 APPROVED LAN CASE 2 CITY ENGINEER 9-/2- SE DRAWER /8 SHFET 22 OF 6 FLr3E 1--FLAN-PROFILE o. to. a !r. E. stmua,o;a .....,_....._..KEUFf E:L dE&9€a._...._...nn^v-C2w.__,...,..�- On. bi' hjfl-I C �ICRO AL Shee/` C °AC