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HomeMy Public PortalAbout2nd Avenue and South San Mateo Drive Civil Plan" PROPERTY OF CHURCH OF ST. S5.001 ( 23.32' 04 CE) RETAINING Vj WALL TO RE- \Q; N MAIN ? I 40.'10' LE) CONC. ti 5RiDGE TO REMAIN:. . VERIFY LO - CATION IN ! FIELD ( 0 WALKWAY SEE ARCH. PINE `,\ ,-PINE OAK 4 .\ LE) BLDG. N4 -39� 1'E 14.72. EPISCOPAL MATTHEW 100.00' SECOND AVENUE NOTE; SEE ARCH. FOR ALL SITE WORK. WITHIN PROPERTY BAL. CEE DC I iTYGCR FrLi��IT/CVO 1/ 1i / EXIZ DR; VE- WAY iN R,.P-t___.; rTr- r k ('3 0 Z IVY P. E ; 13L DG " I - CONTRACTOR TO USE RIDG I D SHORING oi= EXCAVATION CR. TO . PROVIDE UNDERPINNING (g) BLCGE TCa PRE- VENT SETTLEMENT ';, \\ a et" �'5N��!��(91 " " H48`31E.1 2 0" 5S'- e" " C) _ BC I D C3 _1 0: " I" =20'-O " LIST -OF ABeRfs.1A:T;����NS A.A. A.C. ADJ" ARCE4. 'BAL. B. L. S W.. C. C.,CTR CJ" CLR COL. CONC.. CONT. G R. B. C.R. S. D.A.H. B. DAV.B. ALL AROUND ASPHALT CONCRETE ADJACENT ARCHITECT BALANCE BOTTOM EEt4D LINE BUTT WELD CENTER TO CENTS CONSTRUCTION JOINT CENTER LINE CLEAR. COLUMN CONCRETE CONTINUOUS CRUSHER RUN FiL.N E CORROSION RESVSTM4T STEEL. DOWEL ALL HORIZONTAL EARL DOWEL ALL VERTICAL E.ARS " DIA., D DIAMETER ;;E),.EXIST: EXISTING " A. EXCEPT A- SHOWN OTHERWISE E EACH- FACE. E. J. E-XPANSION JOINT EL.. ELEV. ELEVATION E. W. F L. F. S. F.W. C1-1), H. MIN. (N) N" S" N.TS. PERP. P. I. P.L. P. R. R.C.P. REINF. REQD. S. D. 51M. SPL. STA STA. C. SYM. AbT. T T.C. T. R. TS T.W. TYR . (V) V. W.P. ST. ST. TG.. " " EACH WAY FLOW LINE FAR. SIDE. FooT1 NC, FILLET WELD HORIZONTAL MINIMUM NEW NEAR -SIDE NOT TO SCALE PERPENDICULAR POINT OF INTERSECTION ROPERTY LINE //P PLATE` VERTICAL FOINTOF INTERSECTION R.=a 1 -IS REINFORCED CONCPtTE PIPE REENIPOR.C.INC, RE LJIRE.D STORM CRAIN SIMILAR SPLICE STATION FOR ROADWORK STATION FOR' CULVERT SYMMETRICAL ABOUT TOP TOP OF CURS TOP OF PAV1 tIIG TOP OF CULVERT ROOF. Top OF SIDEWALK TO POP" WALL TYPICAL VERTICAL " WORK POINT STAINLESS STEEL CON FORMINC. TO FED,. SPEC+QQ-S-7e3C, CLASS 302.. TOE CP CuTT'ERR N 0 2 rvvi Zi " 4 (E.)P.L. fE) IO' K 1O' DEL. f Ox -4 CULVERT TO REMAIN 4\1)15" 15" .R.C. AGC7 " i)r) TRANSITION r'ROM -�� 8' .c E' TO 1013(.1O,' DBL. -4// SOX CULVERT TO E3E REMOvED N48�28'GS"E LEGEND POURED IN PLACE CONC. (4coo PSI) POURED IN PLACE CONC, FOR CIVIL SITE WORK (3000 PSI) PRECAST- CONCRETE (4000 Psi) ASPHALT CONCRETE SAND DP t NA3E R;DCK SIDE'WAL y UT t ER 59.991 91]... ELEVATION ,,CSAN MATEO CITY REFERENCE) SEE ARCH. FOR ALL SITE WORK WITHIN. PROPERTY CULVERT SEJ= C.14 C5 N48�3I' E 215.10' EJ Ft L. N 4S� S I' E 275:90' MANHOLES 5 EE CACTI C4 " N ECTC A SAS SECOND AVENUE -. 0 N4l'� '2tt EXISTING' WORK 159.442 " STAIR SEE D`$ GENERAL VOTE : '" SEE S1-{'.0 SEE GARAGE DwGs -�� " T.W. 24': I:o" CULVERT WALL E.J. !B\ SEE EABCIO (N) 15" R.C.P. CcrJN.-�� 1l -race) DLO? C.,N) STD. COMMERCIAL DRIVEWAY SIM. AC13 SEE OBCG \ T vi 24'-e>" CULVERT WALL. F_ J SEE A15C10 Ca - Li 4 tP w. Cl/Yw. -C 271--8" to Lif TOP OF CULVERT WITHIN l GARAGtn 'AREA SEE S2 554 GARAGET. . "OS. ,! _v 1 /r 58 El 10_3`- ����{ I -inert . N3���� - (N) �%'S S.C.P. d 9��t��' -�� l+ IP�'  REMOVE '(��)'FA.VEMV4T' REPS -Ac WITH 4" A��P}4ALT1C. CC OVER E C" R.Ps.:CSEE DE C�7:j...` 1,1 TV,/ 24'-C" -" T I'S - +_I ;(t;.-"�� r i '.,, ... F NORT y' GNI) CATO+ BAZ:IN I AC 13AA " BABE:.ti 1NE_FC.. STP.TIONE N[, j f I R A =3�08' saik L 4.494' CF) MANI-4 LE. TO REMAIM. ADJUST FRAME ^OVF_P. O GRACE RE_^C:" . TY P0 -P. ALLLE)MW'S ?V-4ERE. Av+N:_= 15 MODIFIED STORM DRAIN ABANDON (E) I2_" 8.15" STORM REVISI A tl tuc_.-14 F', CATCH &i V A.PPRCWIMA E L1tM1IT GF WORK corer'-. 15" STORM DRAIN NOTE'. VERIFY LOCA-T'JN OF ALL fr. UTILITIES, ETC. isz SEE C2 4.C2A FOR ALL C Utb MO SURF -ACE. WORK FOR TOP OF CULVFT RETAINING WALL SEE. ARC.4. DWG.S DESCRIPTION DRAWN BY CHECKED BY APPROVED BY CITY OF SAN MATEO CALIFORNIA SECCOt" !D AVENUE AND SWUM -1 SAN ti ATE?) EQ CR1vE CIVIL PLANN REC;' a ;QED BOOK NO. SURVEY BY CITY ENG EEft t JUN 4 - 1973 DRAWN BY CHK. BY PLAN CASE DATE DRAWER ON$ t;C:riara SHEET