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HomeMy WebLinkAboutWTR2702955.2Ln LO N CV 9 11 A HSE. # 1718 FIN. FLOOR=303.66 W/ NO BASEMENT SSMH RIM=302.49 CL CHNL 8"CONC =301.88 (N-S-E-W)=296.2 C�EP(W)=2998 a _ P GRASS V 4" CON. i9 P �, a -SON e _• i DRIVE TE� CO C. WAL El --- ----- --- BLAINE AVE. N.E. HSE. # 1632 FIN. FLOOR=305.65 HSE. # 1700 O SPLIT LEVEL ENTRY HSE. # 1704 I FIN. FLOOR=307.24 FIN. FLOOR=-4.34 O SPLIT LEVEL ENTRY O SPLIT LEVEL ENTRY TASPHALT CONC. DRIVE DRIV C8 RfM 301.19 IE 8"CONC(W)-298,2 IE 12"CONC(N) 297.7 -SSMH RIM=301 55 IE 18"CONC(S)-297.7 CL CHNL 8"PVC(N-S-W)=295.1 REANTE 1 ASPHALT - _ DRIVE- i v --__ - I T W _ SS SS T p - Ss 2 M - _ SD 302 - -- G LQ 2lATER--_T_ 9 A J CONIC. WALK HE, HEDGE d M B U - BE FFI 3 CNN. LNK. FNC. a[ ASPHLT DRIVE A DVE.ra� o�� ASPHALT 3p2 P.A. yS< D IVE ASPHALTS .. 18' CON. DRIVE BM 663-74. 2 GRASS - R.R. SPIKE E. FACE B RIM=301.04 UTIL. POLE I HSE. # 1709 6"CONC(E)=298.3 ELEV.=303.13 FIN. FLOOR=302.62 I HSE. # 1701 W/ NO BASEMENT FIN. FLOOR=302.82 W/ NO BASEMENT HSE. # 1717 •_ .. [_ .. FIN. FLOOR=303.02 W/ NO BASEMENT HSE. # 1622 FIN. FLOOR=306.87 O SPLIT LEVEL ENTRY 8" CON I a ASPHALT DRIVE HSE. # 1618 FIN. FLOOR=306.63 O SPLIT LEVEL ENTRY pe CONC. DRIVE cn 55- pp5 _ SS S �302- 3 n S00'30'5fW- c _ f CON WALK - C_R k GUTTER L� ---- -_ - 4" DEC : 2' CON. 3" DE 3" DEC. Cj _ -FDF I— �--� B" DEC ASS ASPHALT �` S �., ASPHALT DRIVE ,. B, C .-R-S DRIVE ss __j HSE. # 1633 FIN. FLOOR=303.43 W/ NO BASEMENT HSE. # 1625 FIN. FLOOR=305.42 W/ NO BASEMENT B AINE A VE. N. E. NEW J14" WA TER SER VI CE, NEW SETTER & NEW METER BOX (TYPICAL) HSE. # 1612 FIN. FLOOR=305.55 W/NO BASEMENT 3" SHRUB �j�C�41,11, 3" CEDAR HSE. # 220B FIN. FLOOR=304.26 W/NO BASEMENT CB RIM=302.50 IE 8"CONC(SW)=296� io ZO O l aFDe DRIVE I II VVV en � ONC. WALK _ ¢n .DMH RIM 302.93 IE 8"CONC( W)=296.7 1- 18"CPEP N)-295./ E 8"CONC( E)=296.7 IIE 18"CON E)=295.6 Ell - SSMH IM=' CL CHNL 8"C NC(N-E-W)= �Q P wl ' . 1 �1M RR TIE • Z � GR, �D 1 y �I RR TIE p �. 35 - 8 - -y03 J�.. -.-_�Id -- ASPHALT ROADWAY 00 CC v. T 0 j e GRAVE: �so£� 8" DEC a ' DIC MB cR< GRASS r F CB RIM 3P:_16 � IE 8"CONC(SE) z' d.Y j BM 663-2.1 R.R. SPIKE SE. FACE I UTIL. POLEIj 30" AOR1vL col ELEV.=304.61 HSE 2200 STA 4+69, 11 ' RT 1- 8 "x6 " TEE (MJxFL) 1- 6 " GATE VALVE (FL xMJ) CONCRETE BLOCK STA 4+ 69, 22.7' L T STA 4 1 c n z'o T- i FIRE H YDRA N T A SSEMBL Y STA 4+17, 11' RT 16 "x 8" WET TAPPING TEE (MJxFL) CONCRETE BLOCK 8" GATE VALVE (FLxMJ) 8" SPOOL PIECE (DI) 8" LONG BODY SLEEVE SEE DETAIL I-ra3, SHEET 17 HSE. # 1617 # 10" Dec FIN. FLOOR=305.11 .I FIN. FLOOR=306.80 I W/ NO BASEMENT W/BASEMENT 3 '" I STA 4+27, 11 ' RT 8" DEC o I PB" 8" VER TI CAL CROSS (MJxFL) 24" DEC - o -------- --- , - -- STA. 4+37, 11 RT --------- DRIVE DEAD -MAN BLOCK 4- 3/4" SHACKLE RODS "DE FROM DEAD -MAN TO 8" G. V. e EXISTING 6 " WATER MAIN TO BE ABANDONED VJ4111111111110 29550A 10+00 9+00 8+00 7+00 6+00 5+00 4+00 ......_...........................................................................................................................................,................................................................. EX MH STA 10+28, 5.38' RT EX MH STA 7:+97, 5,36' RT RIM 302,49 RIM - 301.55 IE 8" S = 296.2 IE 8" S 295.1 EX f H STA. 4 13.74', 5' RT 3 R I^\ R �^\ _ 1 RM � 03.30 .. . . . . . . . . . .. . . . . . . . . 1 E 4J " . - Y . 2 9 6- - 2. . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . - . . .. . . F E - 8 " . �I V - . . 2 9 5 -- ! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . -I E -S 9 9 - 'E - 293,20 .. . . . . . . . . . . . . . . . .. . . . . . IE 8" N 293.20 c. 00 c_c_ ° LL o ° U� � �:o° oa o ° 11 �ao�a'. ° U 0 a �wMINIMUM 3CO VER o o L U 310 U U 0) UL UU L Ui U UU U N 310 .� �.....:....- J° ... .. .. .... .................. ............. A -J- :0X� U) o x : x x N x 0 x x x x rn x x x x x x� O N O� 0-(_0 0 cl 0- a� 0- Q Q� Q° Q < L QI Q c Q Q Q Q Q Q Q Q <'c Q 300 .:.. W. ........ ..... .... .................. :.... ..... .................... 1 ............. :........ .............................. 300 to �.2" •STORM '� 8„ 'STORM 280 PROFILE SCALE 280 ............................................. .. ......,.......,....... ................. ................... ........ .............. H OR Z. ,1 - 30 VERT. 1"'-10' Z NO. REVISION J li Wrs' _ 4v7- l pjT SURVEYED: PACE SCALE: Z 1 "= 3 O' VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 - , \ �► •� CITY OF - RENT 0 N Planning/Building/Public Works Dept. EAST K E N N Y D A L E WATER MAIN REPLACEMENT 1600 BLOCK OF NE 16TH ST UAIe: JAN 2002 DESIGNED: AG FlELDBOOK: PAGE: DRAWN: J°" ONE INCH DRAWING N0: W- 2 CHECKED: G AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED: LH OF: 12SHEET: 18 WAY J I�iA U V N E D 1!, A 1 a AI 9 / �'•�+d dq +� vi�... ©� V V I� _/ T I I I 1