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HomeMy WebLinkAboutSITE PLANS - 18-00220 - 297 E 7th N - Covey Cove - 4 Plexr3 Carer Cwe - Row SwrmWanr Ghulallm ROW S'.Vdume RegOlrta-IpYa35'Sheet YgIOn ImpeDiws O ASANAIT O phdVW,IdiM peMwa Holm 0egh Stamol"N Storm VoljNoes Arta Ga(fts) Ih'I (In) (h) Regia IIYI (1') O INSTALL CATCH ASIX ® 3,501 0 le a183 292 Stormrnambers AM Lamte3l MC -35e0 a Equal INSTALL WATER VALVE AND VALVE BOR PER CITY STANDARDS © INAAF ]L-WPTEd SERVICE LINCLUDES ALL APPURTENANCES IE. CURB STOP,VALVB, TEE; BENDS. LTG) TmalVdoma DILATORY APPROACH PER CITY Gam6erthl CNmber End QUntle Ina vdume P—u"d Pamnben V01ume Ops Mound Gp VNume Prwlam IMutlIn85rone Loin (CTO lest Leel OM Passim, 15%) 1 IM 2 e69 213 w Valens Are Appmgmate- Srormtims ADS Oundem w Equal (ali@rent Storm Sydem Requires APomYaI Of EMIAM Chamber Dallas is Avelidue fpm Requenro Aloe,. • I6. SI X 8A2 W with a ppuaimale bed O , of 139 AS Grow of laambeds) •AMPa day n ....at slur a n.,oN a CY •Mon Women All., AMEN 5Y(appmgmge) •Gnplh of ill NOW 1181feet 'Women lwlao, Fa86[ Requlnd 355Y lap noalmete) stgrmrnbroen AMSUBSOM bSC-TA0orE4de1 vdPme Tdalvdume a Chambers ChI Mit CNmbeeEnd Chemberina Provided P—Ed. Volume Wpm Mqulred GO VO.IndDd1pStone Units Ihq (ee) Leat Paw, IAll 115x1 3 I'd 2 0 225 315 Values Are bDrotlman-SWr & AM CFmben Or Loud (Different Stwm SyMm Regdrn Approval ReguestloFryineer. •28.52X :n.s%X&2SWwhham8erCedNesidtNeoll"fis boaore el1391[a 3chuswMepproeiman •Irowof 3alamben •Appmaimote emw nt of qme nquima ta •Xon Ween F111er FaMl[MSY(appm+imrte) ==OrRow R.98fAN 'Women lsolatw Fall[ Requ1rM165YLappwlmanl CONSTRUCT/ON /TERAS Wall PROPERI,UN, O ASANAIT O OUMPSTEAPAOANDFNCLOSUREMESNEE70.1 O GRASS/IANDSWEMFq O 6'INICRENEDEWESIDEWALX OS CONCRETEPAD © INSTALL FIRE HYDRPNiAVALVE MEETING CONSTANDARM O INSTALL CATCH ASIX ® INSTALL 4- WNTARY SEWER SERVCE O INSTALL STANDARD AMR 1® INSTALL 4- EIRE ONE AND ALE APPURTENANCES ]© INSTALL WATER VALVE AND VALVE BOR PER CITY STANDARDS © INAAF ]L-WPTEd SERVICE LINCLUDES ALL APPURTENANCES IE. CURB STOP,VALVB, TEE; BENDS. LTG) ®CONCRETE DILATORY APPROACH PER CITY OFREXBURG STANDARDS ® ADARMP ® INSTALLS-XIVUEANO THRUST BLOCK S/TEPIANNOTES WINE = COMMUNITY BUSINESS CENTER WILL BEE FROM SETBAC 1= 11 MIN. PROPOSED USE O "A'sLOTAPGs2.t 3ACES GREENSPACE PRWICE0.3BM RVI . C.A. (044%l INFAMOUS aaA S03RI OS S0FT. ARRING STAN REQUIRED- A AW.5 PARSING STALISPROPO5lemits 4Ll5 HANDCAP WRONG STALLS PROPOSES=3 STALLS RUSSIAN HFIXED =aV BUILSINGARG93,®1M.. A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 10 EAST OF THE ROME MERIDIAN, WAGON COUNTY, IDAHO MORE PAREICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT THAT IS N89'31'31'E 756.99 FEET ALONG THE SWTH LINE OF SAID SECTION 11 FROM THE SOUTHWEST CORNER OF SECTION 17i AND RUNNING THENCE AND CONTINUING ALONG THE SOUTH LINE OF SAID SECTION N89'31'3PE 101.8.2 FEET; THENCE NEDO "W 234.93 FEET; THENCE X!9.59'57[ 121.78 FEE; THENCE NN'28'26"W 205.83 FEET ALONG A FENCE LINE, THENCE S89-30'S3"W 302.50 FEE ALONG A FENCE LINT THENCE SM'2B'M'E 209.33 FEE ALONG A FENCE LINE; THENCE N8931'3PF 15.00 FEET; THENCE 5[0.28'10"[ RAM FEE; THENCE N89'3VM-E 62,00 FEET; THENCE SW40'26TE 141.00 FEE TO THE SOUTH LINE OF SAID SECTION 17 TO THE POINT OF BEGINNING, CONTAINING 2.113 ACRES. BEGINNING AT A POINT THAT IS N89.31 -WE 156.99 FEET ALONG THE SOUTH ONE OF SAID SECTION 11 FROM THE SOUTHWEST CORNER OF SECTION 11; AND RUNNING THENCE AND CONTINUING ALONG THE SOUTH LINE OF SAID SECTION X!9'31'34'[ 101.80 FEET, THENCE NOO-N'09"W 67,m FEEL, THENCE S89'31'N-W 102.35 FEET; THENCE 540`28'261 67.00 FEEL TO THE SOUTH ONE OF SAID SECTION 11 TO THE POINT OF BEGINNING, CONTAINING 0,157 ACRES. Clevey Cove - Storm Water Calculations - Pond Volum Wall Oak Quanllry Ln Ares K 87,120 R.D.Plh(1.3.) It 0.0833 R"UVM Smrm Read Valume At 2,260 oeaknM Storm Pena Volume •Lope 01A:1 VarkF We (W WIh BE lsn8lh) Pond VONme Calculation Idea (ft) Ares lhy BOILERS TOP PANNI (4:t Slope Max -Varies) 21.00 2,256 BDNan POrA(41 Late Max. Vusd) 66.00 ISS 2,281 �S\5C MGMdNV S�\NMESEN' Id 0 CE e Table i¢ &eHng 4 509'31'90'00 O AN. St. IS 589'31'3700 p SBT 31'311V aT NT 2903-W A XCEPAT 03"00 p was De. as ACESI-ww p X]'29'03'00 eep IR "UOz,a,D <N m =U