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Home My WebLink AboutSITE PLANS - 02-00077 - Cougar Court Apartments - 7 Buildings (149 Units)� ,. I I 1: I I � I t a �l 1� VICINITY MAP m DRAWN KJR REVISIONS DATE DATE WESTATES SUBDIVISIM j This dociument or any port thereof in etoil or design concept is the personal ;property of DESIGNED 6/02 DATE RFG IDAHO Forsaren Associates, Inc. and shall not be mow,'-! copied without the written authorization of APPROVED . . ... ...... .. 6/02 de r PROPOSED MANHOLE U " F R RE N ZO L7 ASSOCIA #ii�20 40 60 80 y i FENCE ALONG PROPEMY PROPOSED MANHOLE 777 MIST. MANHOLE CURB & GUTTER W/ INLET m CID SANITARY OR STORM SEWER WrR WATERLINE Ak PROPOSED FIRE HYDRANT WATER VALVE END PLUG EXIST. FIRE HYDRANT PROPOSED INLET BOX 90z' OHP OVERHEAD POWER TO BE TYPE a� HANDICAPPED GARBAGE AREA s GRASS AREA ,tea 1 CITY SANITARY SEWER CITY WATER PROPERTY ZONED HDR - :x • 149 UNITS { . BUILDING T H. CrITY OF REX1BURG WATER C is CITY OF REXBURG SANITARY SEWER 95( BUILDINGS T SPRINKLED y i WIN I FL -s al - SIT M, B Rl wS7. is y ,_. WESTATES E REXBURG, IDAHO GENERAL NOTES i1 I. cl UNLESS i ;CONTRA FOR � y , TI THE CITY OF IDAHO !I FALLS, � AND DUST L, SPECIFICATIONS — 1` 16. WHERE WORK IS PERFORMED 0! EAS SW CITY F REXBURG. E CONTRACTOR SHALL TAKE EVERY DRAWN JCC B 02 N IS . , _ - DATE NO.1 REVISIONS BY DAT SHALL TRAFFIC 1. CONTRACTOR This document or any part thereof in detail or DESIGNED 8/02 design concept is the personal property of E DATE Farsgren Associates, Inc. and shall not be copied without the written authorization of PROVE `° Forsgren Associates, Inc. DATA y ,_. WESTATES E REXBURG, IDAHO GENERAL NOTES i1 I. 1. UNLESS i ;CONTRA FOR � 1- 1 , TI THE CITY OF IDAHO !I FALLS, � AND DUST L, SPECIFICATIONS — 1` 16. WHERE WORK IS PERFORMED 0! EAS SW CITY F REXBURG. E CONTRACTOR SHALL TAKE EVERY IN N IS . , 3. ALL SEWER MAIN LINE PIPING I TO BE ASTM . M D-3034 SDR 35. SHALL TRAFFIC 1. CONTRACTOR } . N 1 f STORM DRAIN 1 1 T E RIBBED Fall Or II WATER 1 I I _ SHALL BE iD FROM ALL m CANAL I T I I 6. ALL DISTANCES AND DATA SHALL BE CHECKED Cal j, BY THE CONTRACTOR I T E BE CLASS*9 INViIa,. IN CASE OF CONFLICT THE ENGINEER I IMMEDIATELY 215 1 EC�� I E PRIOR TO THE START OF WORK. . - W 7. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE �A� CONTRACTOR MIS IN 5 r553.5 LANDSCAPING, TREES, UTILITIES, DITCHES, LIL MAILBOXES, SIGNS, �I l s AND ALL OTHER y ,_. WESTATES E REXBURG, IDAHO GENERAL NOTES 15. IT WILL BE THE RESPONSIBILITY E 1. UNLESS i ;CONTRA FOR � 1- 1 , TI THE CITY OF IDAHO !I FALLS, � AND DUST L, SPECIFICATIONS — 1` 16. WHERE WORK IS PERFORMED 0! EAS CITY F REXBURG. E CONTRACTOR SHALL TAKE EVERY 2. ALL WATER MAIN, LINE IS TO BE CLASS 51 DUCTILE- I 3. ALL SEWER MAIN LINE PIPING I TO BE ASTM EFFECTS ON THE ADJACENT 'PR. D-3034 SDR 35. SHALL TRAFFIC 1. CONTRACTOR } . N 1 f STORM DRAIN 1 1 T E RIBBED Fall Or y ,_. WESTATES E REXBURG, IDAHO ilJl, PROJECT NO. COUGAR COURT APARTMENTS .. z Z5 U =N SiHEET NO. ASSOCIA TES, C. w. GENERAL NOTES 15. IT WILL BE THE RESPONSIBILITY E 1. UNLESS i ;CONTRA FOR � 1- 1 , TI THE CITY OF IDAHO !I FALLS, � AND DUST L, SPECIFICATIONS — 1` 16. WHERE WORK IS PERFORMED 0! EAS CITY F REXBURG. E CONTRACTOR SHALL TAKE EVERY 2. ALL WATER MAIN, LINE IS TO BE CLASS 51 DUCTILE- I 3. ALL SEWER MAIN LINE PIPING I TO BE ASTM EFFECTS ON THE ADJACENT 'PR. D-3034 SDR 35. SHALL TRAFFIC 1. CONTRACTOR } . N 1 f STORM DRAIN 1 1 T E RIBBED ?L SIGNING I I THE IF L E. I. II WATER 1 I I _ SHALL BE iD FROM ALL m CANAL I T I I 6. ALL DISTANCES AND DATA SHALL BE CHECKED DITCH OR CANAL j, BY THE CONTRACTOR I T E BE CLASS*9 IN CASE OF CONFLICT THE ENGINEER I IMMEDIATELY 215 1 EC�� I E PRIOR TO THE START OF WORK. . - W 7. ELEVATIONS SHOWN ARE TO FINISHED SURFACE OR PIPE INVERT UNLESS OTHERWISE CONTRACTOR MIS IN 5 r553.5 LANDSCAPING, TREES, UTILITIES, DITCHES, LIL MAILBOXES, SIGNS, s AND ALL OTHER I MISCELLANEOUS ITEMS. ANY DAMAGE DONE BY SCALE 1 40" THE CONTRACTOR T HIS - EXPENSE. SIZES OF _ H . SHOWN ON THE PLANS. THEY ARE TO BE LEGEND USED FOR GENERAL INFORMAT11ON ONLY. IS E RESPONSIBILITY OF THE CONTRACTOR T UTILITY NOTIFY THE APPROPRIATE COMPANIES EXIST. I ER E TI UTILITIES. IT SHALL ALSO BE THE * le PROPOSED STREET LIGHT CONTRACTOR'S HAVE THE APPROPRIATE UTILITY COMPANY FIELD— LOCATE ANY UTILITY INSTALLATIONS WHICH MIGHT E AFFECTED BY CONSTRUCTION PRIOR _ I - T T BEGINNING ' —STORM _ CONTRACTOR SHALL BE RESPONSIBLE FOR E MAINTAINING SERVICE OF I L E PROPOSED FIRE HYDRANT �.. AND FOR RESTORING UTILITIES , F DUE TO CONSTRUCTION AT NO ADDITIONAL ' COST TO THE OWNER. END PLUG 10. THERE SHALL BE A, 10 FEET MINIMUM HORIZONTAL I E BETWEEN ALL WATER LINES SEWER LINES E WHERE WATER AND SEWER LINES CROSS AT APPROXIMATELY `I H P _- OVERHEAD POWER MINIMUM 1.5 FEET OF VERTICAL SEPARATION SHALL BE MAINTAINED. DIRECTION n 1. THRUST BLOCKS L BE P DIRECTION CHANGES IN THE PRESSURE PIPE. 12. ALL FIRE TO BE WATEROUS _ ca RIM-57.60 13. FIRE HYDRANTS SHALL HAVE TWO ®1 l ... -54.60 DIAMETER HOSE NOZZLES, AND ONE 4—,11Z DIAMETER E T 14. THE CONTRACTOR RESPONSIBLE SECURING FOR FOR GRANULAR 9500 MATERIAL, ADDITIONAL MATERIALS THAT MAY BE ro f NECESSARY TI THIS PROJECT. ilJl, PROJECT NO. COUGAR COURT APARTMENTS .. z Z5 U =N SiHEET NO. ASSOCIA TES, C. w. DMH I -52:7 i - _ H-28 Ili" -48.40 I a SICK 1 T -55,05 - _ — I�H I F,.• =5,I�I� B TT =5fi' 15 � lid- 53.05' 41 - N- 57'® 5 1'I �' li��-d9,0_ 5 i13MV 49 10 TBCZ57.80-11 h- Idd =53, v' at SCALE 1 40* RIM =57,00 1 35 \tT2 j TIC =57,31 2 am .y BUILD 4 NO. 24 F iiL— _ I r LEGEND TBG =57.5 ._. _ _ y II 5.2 I =534:_ _ ;. :.': ; PROPOSED 'MANHOLE 5 el IM 57. 4 OIL -�. RIIsI -_ {�� _ MST. MANHOLE S H :. 0 X 57. .. UGHT s VI II ' -49,8 RIM 56.80 INN 0.35 I I II I • CURB & GUTTER W/ INLET C14 T1 m _AN1TMY -- SEWER . . I 13IL RIM-56. RIM =57.2 IM1I�J�53, _;, ��- —fit STORM DRAIN SEWER -57.6 IBd'�=53a# I HIGH TIC= 58,013 S C14 WATERLINE 411 PROPOSED FIRE FrYDRANT it I t , +k WATER VALVE 11 i Mall END PLUG pp ® .7 EXIST. a } 1: Al JNDRY n $` IL-5a.30 .0 - PROPOSED INLET RIGA Fr. MC -58.6 OHP - OVERHEAD POWER 113 4— DIRECTION 'L imam *W rtL-57.i R X57.20 I�1 =57; dy IFd'54.15 Ih1�d 53.83 • t ^� II 131L ��.� S R1M 573�• I!� 5 � 7 I • � I i - PROPOSED I _II 510 - i -=I-- - 1 0 ? I IN's -45.64 TI3057,5G1 r 04 =57 _j �' 1' - " ' ffi 'I 7 , R IA�I 5 BUILDING .� 1 GRASS AREAS IL =51o�0 •s I3 1L =55,30 OIL 57 0I =5 .BO L I f' 4 AIL =57.80 CB ! OIL =57.00 CB RIM -57.00 OJL =57.8 RIM-57.50 lN'o' 54.6 CIBL =58.30 s "OIL 57 5' $ INN -54,25 Vol { dIL J aF T50 Ile ' 10 kL EM 9500 3 K) 1 ORION 33� 3 y/ q 2 DRAWN DATE ®gyp C DATE COUGAR COURT APARTMENTS 020096 NO. REVISIONS BY DAT WESTATES SUBDMSION DR GREN F( S This document or any art thereof in detail or design concept is the personal property of be DEstGNED 8/02 DATE BEC „ F� OJE CT _ ENGINEE 10 IDAHO .. INC. DPJUNAGE PLAN Forsgren Associates, Inc. and sho11 not \L , copied without the written authorization of PFVE - J - 3 F�rrs red Associates, Inc. HATE I�F��I�E"f� -- ANIA%EF�'I - — NINE 1 _. - tillilli IN S` TEE KEPT CLEAR OF PlipE* CROSS JOINTS (TYP) R Ho DEW END 1C. BLOCK (TYP) ALL BEARING SURFACES SHALL BE UNDISIURBO GROUND CONDUCTIVE CORPORATION STOP, MUELLER, FORD, OR EQUAL '04 AL� SEE 7=HMM SEMM a00 RING IN AND DPA� 0 b IL EL D '04 AL� SEE OSHA SECTION L 192:6 .=50-652 7 N" D En z D b YJ r�� FIRE HYDRANT TO BE WATEROUS BRAND BREAK-AWAY FLANGE r-- FINISH GRADE SHEET NO. ASSOCIATES INC. MISCELLANEOUS DETARS DT- I lot RING IN MWAYS SEE OSHA SECTION L 192:6 .=50-652 7 N" D En z D b YJ r�� FIRE HYDRANT TO BE WATEROUS BRAND BREAK-AWAY FLANGE r-- FINISH GRADE SHEET NO. ASSOCIATES INC. MISCELLANEOUS DETARS DT- I a MOUNT TOUCH READ SENSOR IN LID SIDEWALK OR LAWN LEVEL SENSOR CABLE b 3 ,- I . GENEM NOTES: 1. EXCAVATION AND B•CKFILL INCLUDED IN METER INSTALLATION. 2. DO NOT INSTALL MErER BOXES IN DRIVEWAYS OR OTHER TRAFFIC AREAS. 8 REQUIRED. LOWER OR ADJUST SERVICE LINE TO MAINTAIN f BURLAL DEPTH. 4. FOR f METER USE FORD COPPERSETTER V8 MODEL. it AT, OxAlo SENSUS SR 1000 GAL REGISTER METER W/ TOUCH READ REMOTE SENSOR D SERVICE LINE ��i4 7M, V i m Arlt U WABASH Df T BLE LID TYLAR LID m ERVICE LINES ARE REQUIR D IL NEW' METER INSTALLATI ISIS E MAIN LINE. WDUCTIVE CORPORATION ®1. - MUELLER9 ON - -RD OR EQUAL FOR CONNECTION TO NEW MAIN N . STREET rucTm i MnN H F NEW AND EXISTING YES YES BUT Q, A . . . . . . . . . . . . ............ SEWEW RETE ADJUSTING s SOLL G; PRECAST REINFORCED CONCRETE CONC. Fl 111TS W/ MIN. T SLOPE TROWEL SMOOTH PRECAST MANHOLE BASE a e WIN SECTION w, v , SIDEWALK ,C CONCRETE GRAVEL BASE NOT O SCALE ASSOCIATES WESTATES SUMM SIO:N REXBURG, DAHO INLET BOX TYPE 4 INLET BOX DETAIL IN PARKING LOT AR EA :E] 1" 1 1 s ROADWAY WIDTH -URBAN MEASURED TO HERE NOT O SCALE ASSOCIATES WESTATES SUMM SIO:N REXBURG, DAHO INLET BOX TYPE 4 INLET BOX DETAIL IN PARKING LOT AR EA :E]