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Home My WebLink AboutUTILITY PLANS - 02-00092 - Celestial Village Apartments - 3 Buildings (36 Units)LEVEL 2 s sm, 9500 ��q�ecf JR mpmmb, mom". UHL= N ASSOCIATES, INC. wY NOTES i. DETAIL R2.0" Lli 00 10.1, E 75152B.0565 E 751 > 5343 783143-0184 E 751W.2992 379— R3.0 751 06 10 K Pry...._.....,,.. BREAK 00 TTIT— FF w L0 CIr cn R2.0 0 1.22., ............. IAI 9.0, Ll -in 18.01 Maw R5.0' SCALE 1 20' IRA ^alxg PARKING STALLS STANDARD COMPACT E 534. E 5141.1g1 1702 9 N ZQJ 10.1 E 751604.6034 E 751520.0"3 E 761385,8171 .1 E 75165438-38 N te 1�8.741 N 793149.01 701M.01 52 E 751412.4700 12932 N M,2032 'XE 751393.6107 41-. 7 V MIE 751441 E 51 -5W9 N 703J34. 33 5' 34.0 7831� E 751 DUMP R,3.0' E 751 GOSA91 1 STERS 26.3' I Y VICINT MAP -W7 1 .3450 E 751 .2075 N MUM E 751 a f E 534. E 5141.1g1 1702 9 N ZQJ 10.1 E 751 M3.7714 1 0.0, ft*Aft f —31.3 • E P515' 274137 10.0 E 751593. If . .............. N77' F". &4SjEA4ENr go ELEV., '56 363 }Ct .2 Al. 9.3' # If SYMBOL-LEGEND .s gg PROPOSED } IQ EXISTING H PROPOSED EIRE HYDRANT PROPOSED WATER VALVE OCO bi 5 Lij 00 00 E XI STI N G; J,.,oF f V Tu I , wol j `v STEP METER f 3.... t {{3 roo Q0 X 1, N 34 L.E .. " S D EXISTING STS U E s PROPOSED SEWERLINE �Fr EXISTING E LIFE �$� p{ N 8.77 � 9 y.. } t .. 2 PROPERTY LINE t;? ......... M� .......................... w �3 { } �f 3 � 1 �f t c i f f f f 9 3 SYMBOL-LEGEND PROPOSED t'kt.'3 EXISTING H PROPOSED EIRE HYDRANT PROPOSED WATER VALVE OCO PROPOSED CLEAN—OUT THRUST BLOC STEP METER PROPOSED STORMU E .. " S D EXISTING STS U E s PROPOSED SEWERLINE �Fr EXISTING E LIFE PROPOSED WATERLINE EXISTING WATERLINE — PROPERTY LINE Ll FOFj REVII=v I !L E 'V E Imami 3 | R Elow ma-EVI W ON ri -10NTR L AND UT1.41 s 1"I F D I NAA G"r� IL J "OF, j4 U Fu"hRS G REN ASSOCIA TES, INC. 3 /g F9, 04= E 7,51.3W C-1 0 E 751 .59 N 7a3084.2253 41 75133179M IN 793091 N I I -"5151 Tom 91 1 N ZW —7420 BOUNDARY DESCRIPTION LOT 4, BLOCK 5, OF THE WESTATES SUBDIVISION NO. 1 IIQI� SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E. .B'® CITY OF FE RG, MADISON COUNTY, IDAHO rltih E 751477.!!!t\' 7E .®a _757 `63' oe Ile lorsiml SCALE 1 20' R E GE ACREAGE OF TOTAL com: toome agr m m- If v� ss /g F9, 04= E 7,51.3W C-1 0 E 751 .59 N 7a3084.2253 41 75133179M IN 793091 N I I -"5151 Tom 91 1 N ZW —7420 BOUNDARY DESCRIPTION LOT 4, BLOCK 5, OF THE WESTATES SUBDIVISION NO. 1 IIQI� SECTION 25, TOWNSHIP 6 NORTH, RANGE 39, E. .B'® CITY OF FE RG, MADISON COUNTY, IDAHO rltih E 751477.!!!t\' 7E .®a _757 `63' oe Ile lorsiml SCALE 1 20' R E GE ACREAGE OF TOTAL com: toome agr m m- TOTAL IMPREMOUS AREA SNOW STORAGE,-- . . . . . . . . . . PROJECT NO. mow t 0 02-1 LEVEL 3 A A `wMA lo' N REXBUR u t<EN SHEET NO. I D AH" 0 ASSOCIATES, INC. :0: tiORIZONT AL C TRUX PLAN *OKA* STANDARD com: m m- . . . . . . . . . . PROJECT NO. mow t 0 02-1 LEVEL 3 A A `wMA lo' N REXBUR u t<EN SHEET NO. I D AH" 0 ASSOCIATES, INC. :0: tiORIZONT AL C TRUX PLAN *OKA* +' ij f Y ,xTny'sb ti F SYMBOL LEGEND �x F F F PROPOSED MANHOLE 1 ie F° Y l.mar..o W r. UANH01 I ! PROPOSED HYDRANT 0 PROPOSED WATER VALVE 0 CO PROPOSED THRUST BLOCK f F f WATER c,� FORz>t.7REN AS,:>OCIATES, INC. } k x ;v � 00, lie 14 + 1$1 141 Ing I A ci RE N & -14 EX-013UR; 410-03 BEC DESIGNED This document or any part thereof in DATE FRojECTSN G I N ES R — ASSOCIATES, INC'. detait or design concept is the p, rso Q IDAHO property of Forsaren Associates, Inc. and shatt not be copied without the BEC APPROVED 7 written authorization of Fors9ren DATE PROJECT MANAGER C.. ............. SYMBOL LEGEND # PROPOSED MANHOLE EXISTING MANHOLE PROPOSED FIRE HYDRANT PROPOSED WATER VALVE *CO PROPOSED CLEAN—OUT THRUST BLOCK WATER METER XIMSDj_ PROPOSED STORMUNE X"SD-�— EXISTING STORMLINE. x0SS---)r-- — PROPOSED ERUNE EXISTING SEWER LINE )rw PROPOSED WATERLINE X" W EXISTING WATERLINE -.-PRQPERTY LINE . . . . . . . . . . . . . . ......... LEVEL .".3 AP AlIRTMENTS ,PROJECT NO. Oid —02 00 SHEET NO- :11 Uv*=ww I �w r I i r i !NAG A%rl..'f'%NTROL AND N%r.,=lwTlL r so CIA TES, IN I 9 02 ,I () ammm snow X0.02 ry r -M /x J a91 5 9. D q751510 E� 2= E IMC6720 -Mama= T WO-53+ E 7 .51 2 22.0' CD N 15.0' ZE 7M51MOXA2M —8.0 �PCT A R i NN G 00 19.41 H ZMZI.6751. r 22.3' 22.Q" -,E 1 70 x r N-MPSE 751 75'.1301.27M 20.8' (F? I I 13 00 H E E 7512&3.SOG4 262 7.89 751271.9 I I A 6-P Ilk 6 4; I 9 02 ,I () ammm snow X0.02 ry R3.0 751 J a91 5 9. D q751510 E� 2= E IMC6720 -Mama= T WO-53+ E 7 .51 2 22.0' 2510 8 E 751 lea N 15.0' ZE 7M51MOXA2M —8.0 �PCT A R i NN G E 7,51467-Mll NE -2 7 5214a8m5, 9a 22.3' 22.Q" -,E 1 70 22.0' N-MPSE 751 75'.1301.27M (F? I I 13 25.0' 1 — 00 4 C C*4 CN R5. 0 R5.0' 25.6 C° r— M I — 68.0" R.O.W. — i.0' FACE 10 FA( 21.5' 21.5 iA - - --- ------- 00 11 a SYMBOL UARE GE (o PERCENT OF TOTAL-i PER IDAHO STANDARDS EXISTING MANHOLE FOR PUBLIC WORKS PROPOSED FIRE HYDRANT TOTAL BUILDING AREA PROPOSED WATER VALVE CO PROPOSED CLEAN-OUT TOTAL IMPREMOUS AREA THRUST BLOCK ..................... . . . . . . . . . . . . . ........... WATER METER TOTAL LANDSCAPED AREA PROPOSED STORMLINE x"'SD- EXISTING STORMLINE SNOW STORAGE PROPOSED SEWERLINE xl'$ EXISTING SEWER LINE SYMBOL -,LEGEND (o PROPOSED MANHOLE PER IDAHO STANDARDS EXISTING MANHOLE FOR PUBLIC WORKS PROPOSED FIRE HYDRANT CONSTRUCTION-2000 PROPOSED WATER VALVE CO PROPOSED CLEAN-OUT THRUST BLOCK WATER METER rSD-- PROPOSED STORMLINE x"'SD- EXISTING STORMLINE PUBLIC WORKS PROPOSED SEWERLINE xl'$ EXISTING SEWER LINE XwW PROPOSED WATERLINE ------ w-- X"W EXISTING WATERLINE INSTALL CURB AND GUTTER PROPER -TY LINE NOTES & DETAIJILS-ft INSTALL CATCH BASIN PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-603M INSTALL SID MANHOLES PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-613 Q 7O 1 INSTALL CURB AND GUTTER PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-701 INSTALL VERTICAL CURB PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-701 A INSTALL SIDEWALK PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-709 INSTALL DRIVEWAY APPROACH PER IDAHO STANDARDS FOR PUBLIC WORK S CONSTRUCTION-2000 EDITION STANDARD DRAWING SD-710 INSTALL PEDESTRIAN RAMP PER IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION -2000 EDITION STANDARD DRAWING SD-712A NOTES 1, PROVIDE TRENCHING FOR ALL LINES PER IDAHO STANDARDS FOR PUBLIC WORKS CON STRUCII ON- 2000 EDITION STANDARD DRAWING SD-301 W; W IN Gm =mom m 245.32 i� 3p 10 44 LIE STUBOOT 33 L.F. lbouT INV= .10 X 1-co t 0- z AD SD-40 CCMIPACT RARMNG w 135 LF. WATERLIN w Av a moommmm w D-404 '0 A"llh I - II ALL LL 1 6 0.32% 4f, 8 LF. OF i ss ss 00 ss ss 13 245.32 i� 3p 10 44 LIE STUBOOT 33 L.F. lbouT INV= .10