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Home My WebLink AboutINFRASTRUCTURE PLAN Rev (4) 9.25.24 - 22-00311 - Stonebridge Subdivision DIV 2 - Infrastructure Only (1)CONSTRUCTION DRAWINGS FOR: STONEBRIDGE SUBDIVISION DIVISION #2 PROJECT LOCATION C. 205 T. 6 N., R. 40 E.B.M.) CITY OF REXBURG, IDAHO C/UiJ.� �Ci)��IIVCY[.�.xKy SHEET 1 COVER SHEET SHEET 2 GENERALNOTES SHEET 3 TESTING RECORDS SHEET 4 PROJECT OVERALL SHEET 5 CONTROL -GENERAL LAYOUT SHEET 6 STONEBRIDGE SHEET 7 TANGLEWOOD SHEET 8 MEADOWBROOK SHEET 9 RIVERWOOD SHEET 10 UNNAMED STUB ROAD AND DETAIL SHEET SHEET 11 SEWER EXTENSION 1 SHEET 12 BEST MANAGEMENT PRACTICES SHEET 13 BEST MANAGEMENT PRACTICES NOTES CIVLL &STRUCTURAL ENGINEERING MATERIALS TESTING &LAND SURVEYING 101 S. Park Avenue, ldaho Falls lD 83402,(209)52"M 680w ladicial5treet. r oy� ID83221,[208)785.29]] 40 Lincoln Street, Aznencan FallsFalls. ID 0211, C200)2245]G4 PROJECT APPROVAL SIGNATURES: Date Plotted: 4.3.2024 K01Neo Date: HLE, Inc Dare: City of Rexburg Dare: Department of Environmental Quality VICINITY MAP _ GENERAL NOTES _ and Mom W pars Mum improvements shall meet or exceed me work standards nti epedanbwn ¢tbM by th C11Y OF REXBURG Weer, street, antl saamem Depam¢nm andw Standards for Putm'c Works Conseucoin (ISPWc) mneni agree. 2, All mm�al wmianae an or far ME order., must Meet Me minimum reeairemets mine approving agencka or as set fight mman. whichaver is room restrobse 3. in me fianSels based onntragger is mrecords of vemvabusuin uNMndtmmaenia and wham pmsbk8, as Shown on these meammmmm taken vxmr Most Cto Poland exact bad all May of mb mmll'utkxmne center ant ado t team 48 hours re any excevatm al ctm Conference snail be ale a minimum of three (3) womine does End he start ofw¢Ir. Al Condificatons, SmcmMvvyma wagon ue614 Contraaors Mall be pndnnt. 5 All U and enowneents am As taken incism the Final Plat of the rxvraed subd'wiaronplot. drainage6 The Contracher shall margin all ensure alms within Me mnstrucbon arm eel to mirage At ConWxnerm �W�Mendjectb responsible far compliance witM1 all approaGe ham;doei�i;b etlimm.bamcalSafeydespordiMrninf not "t fiffifth prong thad all nMing,Smonnall and is onedled on Ma Protect Most me regulremen6 of Nate hove at ma red Lost tome agency aabe Engineer. rm(a) amfidmg Ineeas for AN: (b) dating of SEE edge a¢:(d poaing B M mncrem:(�I pricing of wppan paremmt Wore time words aide appread Mall not raiieve the C s6dM M pMorming Me work In an aweptabte mores Canaria wore wills TY URG �O the of Me ,e.l sun MOSHl theytmrdOucmd by me CrtY OF RFXDURG approval Names Ingdar. Me image road agnaf-way. Twery-bur CA) hours notice sub be given bany consbucnm and specdon. t. Oevebpneml din Ns mum be submitted m Me CITY OF REXBURG Public Worm Dept per tofinal approval Pln Mess mmea'Aporovag brcmauaion• area be ores plans on taljob without ma'Appmved for Conapucm-' Shelf a projedSanenae figuaew M act mimaln a sit Of plans ammoag with approval toed �m tMaw E.mronmere�Quagetlttan seta' may moaaMle fwamuion env Model NPRS pemkm, mirg any Nora "Drs. and paaro a sage Water Pollution Preventing n (SWPPP) in aeprd worth me Emrimnmemal Frotemw, fancy. Co me EPA at 2a9.3T8.5]]e for mer uirea infomgan. Sam posts Sall a preaemedm 1 Fender at snall� rigM(48) noun Paw bN begins ing d mnsM1ucson. ponimk M keeping roawaya nee ad carder construction abrk and din ifiscided In from ite t6, All measures possashall a Risen to ensure emm Added wen Ben Maagemnt PnwNP . ,0. Ouaaas shown are estimaa by the Engineer. The Conftadar must wary all yuamias. If them is a thAl wherk must Meet Standards e Engineer, + ype2AmmwdmiRNAffir mrSomng":°llPathe nmpdNgIo aPeptapk neMa daenm Iadmll t8. all wear vvalved binauRs and mnnoa well be pg n as et m enact with any .nets curd queen aalky gutter, and sidewalk improvercoed Ode mpmreem�eninkagdm�t order er Itt ma�idards anakdece nwee rMf Megoled lmaan nenauremet they amzMead, Connector must submit copy dfiem pee romp ate with mmtrudbnnnn xhis denies. We hatuff in �� aceal(q �by ounton=neaulalloae„denabmmMn Famntp 23 A copy do sa title CaelM ContrdEG, EngiMSepha.erc. prior to Me wally -tam. Simmonsgnamae tint(wen allwacea agnauw)mallceadyeteem HtE STREET CONSTRUCTION 1. All coreN tandanmin pubic spinal-way.akwedummVa mrrem a aimnMmeisPwc. No nceptlona M Polity me FSPWC aIIaallTwag unless Specifically area prevausly approvel in wirorp by Me oFceRExaubG. na begin hem. me Pre.cm.wam Medrg, whim the consider is regwree m 3. Spend and px�mnt toB au ;amt to construct for 0m�nnt a slog aaae. For manholes not edge jagementalthee�lmmm• ells" it AS and finished pace by their nmernvemntadorconnector shall Prod Me Cm OF REXBURG amMbur(24) sun prior finding modem Will 4. rshall enmud mesa and eehan Indent (3.IW)Air asphalt pavement midoleae Mout 5. Axalb Shall Wagner m ASTM C-]e Spesncamns M to deal d pipe lndbm, and g811 So ti All Same m napemctetlht My day CITY Cof REXBURG in Accordance with to 'Inm.anion Sweet will ua M Assuan¢ Mnml umSummer shall he opminag trust source designated or e mmrea in among by Me Englma. ami and anufficips abjecfionaMe madam. Under no orwgn� shall aerual rmawrya his placed an frozen or objectionable Mamrul. g. Ta subg� sine be exmr ��e coma to d�Ucvnallmoves anoa and Sof�re a uniform mrt toe mg and eight inched IV). myoesa aMa ouas raIn 3PWOin p say vie;M optimum Moderateuomm and compactedta me minimum randy All durromme tow Class 4 strength of bur Mwrsand(4000) PSI in Seeny ight(20) M. U days. The tam acigngSo MIS mncamm shall Ee approved by to Engineer . An concrete shall be Pro by bond cuing empound mama , unless o mSendingapecrein wridrg by Me Ergk¢er. 11, All not sUden9 and excess mpod shall be smckpikd Out of Me rghtotway and atorea at Continental SEWER CONSTRUCTION ,. Dgapproval and tic¢ ofall sewer enstrmdon wga pby ME CRY OF REXBURG Puble Werha 2. Sewsr lnepecXA1 wN a 4 to CRY OF REXBURG Pubkc WwM Dear t and Mae dedanns shouts al. Thewmaow Cwill Easily Me CITY EXB OF RUREG public down; Dept. roMiiaht MB) hours poora8mmrsmrcnm. The CITY RE XBURG will gouda amcno peNoaic inns M an egMamur 18)dday finalfinal800 a.m. b 5.m am., fora bM-nnur (tie) week. 3. ire tlnes atoll a mmWinamadacewiU Me ISPAICessicekons rismm apd ard Domeng Se-512. Gewke mm line maShall n In pipes dw mnaucnm and may Mfor Must inmecmn. 4nor M Final ¢ct , aallulH reinstated and Nor topavig, a Water Suit Shall the wmdudag.The Contachr Maillenmd to Mte CITY OF REXBURG a minimum M nty-bur 124) boom paw to tesbng All 5. me uuvamn�tprr did supply 91w asseetres area Mebraddli rmmbar M drom and ve� a manhole none m assmeMet ring Mga. ma Mgrade had the such mat Me finnan e"ual efMe eretaetmmeandpwersha not the more Man kdas(12•) given me enfold carry. The�in� ppav�mnshot trnlorthe "ittagmntaq Me CITY Nut OF REXBURG Pubble lgirres Oe Rtelmnd Dlaw4) e M1ure Prior b pouring Poorest mlmrs. Mlw'eny-fmt1241 ]. Trehand i sepnatiin of Me water and sewer mina shall a a Minimum tihim met(IVF Warm 4ea over me croui ••a,�n[m Uat am r e g wif9m Drown ware' rope ens nompmege line null a ¢nlerM 8. Groundwater levels sail as minmined beta Me Eomm of the March dul Me pilot aland pipe io ning Operators. 8. An stool on me Samuel Sewn line rested to ere street demaded smtloning. 10. The sewer main shall be, amti be tieMctlm in arranged with me lsPWc. lines Sall be tekvkag wmacmaeti armatelensgnceMaamaoemnce aim me lsPWc. NOn ng rdhada ,1. The CoM r shall leave Me exmvem for teem a' _F REXBURG P°ubmro wets pDept¢� eY Imes Then brfida veacemn nombr. The SERE par mailed Or Me invent elevation by the backfill Me gods; of serfince lines CITYO he has damaged F EXBURG Publewomd Patentor Or me& rw�atMem tine maen.te am. myaneteeaanM hown on plans am C The nary ower in aamEnd at the Advice nderim outs Ue Pmrm approved by Ue CITY OF 2. REXBURGPubles nu Wwka Delmrbrmnl TMa pans win a providag m to GontraMr by me Project lnspeopr nor nil W term w'MmMme mmem an 0apgwree plans. + 11 1mmnnays�ewere Imes Shall ghall befour inch(41 PE dpbad nten(15)lnto ins Sewer a placag MBI a minmum d2%shoe one menifed by a n4' bmrd plecN nitre ea d t4. SWA NManual ewer Manholes to be mnstr ine dimanse With ISPwC s NaN Drawling SIM01.and Grog Manholes par ISPso-war 504 a a and es• dawn a and Wallace.yaewerservkelinetrandeadal n nof lmm hall � nnaraancewihmalSist Shall W f per Steres di and Improper DenW oryaSind so-301� l bmeirq minimum, pm¢a in Su awn lei laym ]. smarm aagn mnhdw to AS mmmded In addrdance wm ISFWC Segment Charging SD812. s: rOf,alsent Rome w Warkrg pigT. __ he tams a minimum Of am iPdw (V) Ming m m m d,wewe labor F2•Il Shows pipeRovelime. Tape a he WATER CONSTRUCTION ,. FDleepnampeent one aeepmn¢da water mrmeumon WllabY meGTY OF ftFXeURG Puplic WOMB Small begin aPrecwnw Mes hall Me on, wm contr hiMe kresulted toamnd. Immor mindereems will a by Me CITY OF REXBURG public Woos Cepadri and their desiaion shag a madered final a eaogavrd Poly robing and Installed uabg the meowing or equal, Ad tie boors As xhall .Meth N«m¢rml comnupermmtmmef gtramgbmeingMee s m lines up 10 water Motor . ry n�mreoe ndogine-seas) unless otherwise shaded by Me Gepa nse wife: Shot be o¢.Mm [retentionhe horizontal sedomplion M Me wider and scessary for mommmemfi�l a„d water to areas inimum of amach Alnma�m itarel Me on-proi line Power. is �. man eigntdromhes (I W) iremw. of me water the nonyomblelie shad be P/C p un pipe mdomgrghe on. AC-9 liaid ne its w�Meemght ldnismain, a ifinal M tan fast (10) m boar aides d Me Water min, orskew nonpobpk0or pomk min wHh potahfe water tlaea ogre brten (101 feet e'mrerside dvaedno in Set he Say w.mmbk line Mana¢mrag ours meAaairg pdntmMet tom ioma:id kM10 train iacnn rossirg tarot as thumb. Ingteu ofmnd rg ruaTr remnswding me nompotakwater neDM�er -Dade water min orwner min(pype en¢eag wimasieeving marealaaepbpb a Fa gaming, and ahmfecapn in a sureame wire ISPNC Section T 1 aid �n a deco gem AimtAlW✓A Standard C651. ]. Man metes as all netted appinterm 's, including rWio read hardware, will a proviaeti by Me CITY OF REXBURG eager at Me requeata ee.�shallM pour tan�� he Novel an all assay and maintained pn ISPAC Seemed praing SD405. .pace damaged pipet. atkrgroeted Tape she be fixed over all water lira. Tape all be damn minimum sea tel and maximum MtweNe indoor above A a(17) I pie. 11 water Smallberem�n knectN minfing Advice lines. An - comply with Ni regulations. 12 gage wire ahalll be same and gyred M mWm . Dries e4a 14. not hams Smell a Ilwlkd per the Idaho W Wn of ISPWC SD403. 402 m 6 or ELECTRICAL CONSTRUCTION F —, Cara am all rleweemkalfacilmeawmRenMMounta LEGEND Pown odor So mnsmmm. I tiAT ® �®PROPWATERVAILVE I � I E«xar aPROPPROAMPOI PROPUGHTPOLE PROPTRAINSFURIMER LINE C— Y —_ ——a,BaaT SAWOULTUNE --FxaTRxha E nxa F—®—a — dRApBaRF�� L - CpNydm F---- ------ _ nB CING ® RT PROP UVIDSCAPING comMETE o�aT _ Asel IO I �ASPR I�Law; re ono CONTAC75 -- OPMENTS, uc Hm�taZ 9NRElE 3821N POIMD 12m) Bs4d, a GRAY, HERIR1R Iz08)3so-i5ealo ENIGI5 EAR into FAES O83 NORTH Izcelss��]I Oev¢nppt REXB35 a3440 COTT Izce1358si CENTURY UNK 533WZSggS BWNIIFUE Unt W10 PA"EMOFESMR NEIaz QMIIry 50834a0 (Nt)2328581 MU ENGINEER REXBURG G� 90)NNIDAHOSKYUNE RMLE SUFFER Drdlo e3w2 (208)528-0650 LLEY, P.L.S. ISDICII UWMN pµOa'gy+gg MINCE PFrHRRUPS CUNOSTR�LCT+ON CONTACT pae)sxm12 (�Y13g08 urts N, EsnMATR IR �E REXBURG UR9-4237 OSUMER / PCED PS, SAIRA-1SALES REP. ROBINSON.BI a ARH(ZD�'S US, IUD 8%02 �'t�2�, lD e34D,12 w . .......... w-kdlareae Z � m 7 � W [Y m W Z WATER SYSTEM TESTING t. SrcvdmPINC monaree bad" material and vmmmam per 2. li peomm of des lry connection was an damages. unmmu ape appeal type. don, and are nictroo — 4. Thmd plodded pmvidm in A required tampon par ISPWC Mail 4u1 am in Musics m wtm standard orevnds Si s. Approval of fire hydam Marenadm and devedsn.Conform s. trwpad nanlnWn ot.eorl®ads, mesa town. and cure mope. Conform to ISPWC Semen roe. r. Aypwel of assumed pammem, pnor to hacesil. S. ammo hydramns wiswre tops per lSPARC s.duencol in pmmore of coo Snummr MaMre. �arew 401 aall" Fgrem ro slash mlos�ficar �tN, 10. Tar for mrdmm Indiana pa ISPWC Section 401. — "- - mmparommmaintained Mail red 12 mmommdwawaavdm Imes Meet murmurous 13 inside wmmpxvpn around waterwlvastar uProved amtrn dan mew �common rhmoserum. m«m STORM SYSTEM TESTING aasecsecy wn DAME t. Apprwwlmwmdire pmdied maamlem pmardaepx lspwc eemm30a. z. lctoapeppe to vedy ua type. day. oem aichnas w Mefann p pee. fings s Ppprof oraa"rnpemrola and rerirvponmta'eepamun paaae warafims. pope mwrminetrenm. redcompeddon m ISPvAS random 30s. rmmmcpom reauiremamsedaoushea row mound of Man drang and residues rmma�continuum r�emernmem enaaianed in ISPWe among ace — e, Proppery page nmhaa prison mi ad pump andker inner tool and younger per ISFIVAC Sestrapin 501 shallow wulM try deal asa Sumwmmem sm mmcmnlSwC standard doh time Imes m poa5de a depde may generalis uam SEWER SYSTEM TESTING aasausxcy ogre core 1. Approval of deredme hmdma model ards pnmmenr per larval seems N5 lnaprd pipe to many Mat me, dam. am NiW Me Modern Maapms. 3. appeared of sevamne morrow am veffo off tar gravelProfince proper compactor of several perhor Tend comp coon fin SPAC sudden 306. lifter comprising requirements; eemammushed n ISMC session 306. Provide oman ground as rkets lifiect compdng smu'unmmma symbolinnIISR 3eanpn 309. �. Man ar sewer sarvme gunsrmn a pmnnd 2W. Prafficarl ow immusurns air have Me JSPWC Miami 501 in measures of Protest on ranedtyuse matem mamrm per l&PWt synonym 501 Poser py pncar.m degree, aawmre mot ancestor clam chaff promotion monsoon ICC3 W ISPv.0 Semen sat. 1. Property pee nonannne assumed around At piping anawrsorer 2 Powder summer digarry around all mardidefir Commeto miles Mail domain navy and common W prowl Sommund bull al 13 Clean am is mummirm and rush CONCRETE TESTING 1. vmr aamunrres ofce enaaals,canpac0on. end roerpemmem W expansion powerful in advisers. spass and Man per ng, adams, and finish work as dessnnm 3. Wlsv Sections; am 705mine. +�andmw ding for dump air entrainment and °ena�awill salms memory walls eft I Times Model ftOADWAV TESTING rawroacy peed wed 1. APprmrel of Monies am Mainland of native mail army Would Of all reverse s. npprovm of suaerme nmawa. memory and wuwd Duo- its to comon Matauamipas assumes nmisvam0.e. compact. sepal most Isi emf prove fif automated roes Mat url. Lip p4cemrent norm m parson to mesh requirement ed specficadons Ida. ouniam, (redeem mi PWC. mcI 4. gem naroraesate today xaed mwnamlw shwa ants memorandums may ire avmilrauom 0ecorral oeotan orri hissfific. ec) pit tam asphalt com anmead gaseous a unusual and s. apprw.I of eamanpwmam AMMA and mum rem min. mamnpecnai. PMMdgmddmm mg apM&aeons e.e. mmntrad'oeem seem. Usual etcl NOTES: 1. Quality control testing must be performed W ensure that all consWction memods and materials are in accordance with ISPWC standards. 2. The testing also aids the Project Engineer and appropriate goveming body (i.e. city, county, etc.) in the process of cerfifipfion and final acceptance of the development. 3. Complefion of Nis farm will signify the preliminary acceptance by the Project Engineer and recommendation of the proposed devebpment for final approval. Ultimately, final approval is at the dixrebon of the governing body of the proposed development (i.e. oily, munity, etc.) 4. Failure W perform required testing andlor to receive ini ialiratlon Gem Project Engineer will result in non acceptance of the the tlevelopment. 6. Canbactor assumes responsibility to contact Project Engineer 24 hours prior w requiretl to ifing. Should sch rculing conflicts apse due tO failure to provide sufficient notice, said Contractor must reschedule at hisiter own cost. 6. Fiber conduR for City Fiber will be required. �s n� g ��N aLL H Pqfisr €:F0�E p —OLo s Q Essa s� slew ii'As p�9LLAs O�a to w L 9 e ->� Sp- do p- a of so do cat 6074 mm Z O ❑ � O S Q ❑ W m In m Z W � fie ❑ � W � ~ m W Z O aaaran 3 13 6 ., .� ®wsn bmr�r�AP . - �° �� - GRAPHIC SCALE a a 7 2 3 4 6 linm 6 7 6 e 7ZFron as N mm ,.,. l.,,. i ti I Lo f 1 lel4 i`i� LW = 8 F SI oi,. IN m i�� lmN 3a m>r �� @g m �e m • Lm@ tI` \ .0 R0 ,mm -I t I L, _-� �t �° �° �Lm„ L`°%I eI, \e'a s802 7 0 0 --Lme—� t,_. Lmro 1 ��I13� Lmm t @ YA m -�— t tb t-`_'-� __ WTM @I Lm,: s� —II �I�� Lmm @@ orn €a L m eg t Lm„ i LLLays; lizzi _ Lm'"eE t- 'e-By — Lm, f—°"LW ' or@ r, 1— Lme _ �104.00-2 Lor,v_ Lm,r5 Lm,l bo.ta No 9yi / L a -- ,.m .,,m -.T�v marairm La ,o Lon @ �ax�,.lamt g 0.f7 ® �E i Lm WWGIV .; 9 li it s.00 s Lm l\�`y di 1° //:;r ,4p y00 r/m I n$ I ,.m � ,,.m I w�Lm r <�� 9( Lora - Lmm Loizx z� 'I ii t ii Lau wom row dor �. i Lm: /FB - - - - _ - - - / / / Ark or or, t Lore @ Lora Y Lor,o Lor Lm, } Lor . rr Lm,� ✓ / / �/ ° m.....s ario L zt 69 Y I 9 /e z }° / �. w Uw ran I/ are rT / as / / IIII vw•°mma. pffis —r% MANI No AMONJOW move L momom \IIL E•Psag ti N g E g �i _Y s�Efl o�m9 R 'S a 3 O Z J O � 2 � Q m W LIl X � a m 0 �4 13 0 m „ + L_ � I Lor,. ; Sara rawsm ,,.,, VIM +aLar 14� Mal m l IBM LOT+z s g g WPML Lors _ I Lor11 11 Lor6 7 2 3 d 5 6 w Nor Tx x x. k f $ Lorm�6 Lmx6 w fi®L �°� Loi �g Lm ��$d L- —_— --- --- �_-- m mm .m d x"r M ry n mw ueatn wr tM u�o,n •. wn Mw+ eau Z6 .. �"ua ewu"r.em:" enuiecewirn VIM III w en Lmm �0 raz—�a—OTw --¢�—�eam� �\— _ Fp��gz E LOT B Spy �wm g� ,.,.v e` o r rY _ LW25 io LEGEND a.+a 9A„Lor § yy ems$ s' a a Qp 9 Loan I` y 'i i rs 4lame � N `a' a axoruwavne m+sm corn \ I4 141 LOT+s C� .wamm Y e am e €: of !I `�°µ� OTti LOT 1a qq La ,i 5 OT,..,.. S a�LLor+ L�4 b x5 GRMHIC SCALE �• ma — ~~PROPlIWkTORLIW C % (RaXxl LOT �r " =�MPSTIFIMMIRLIM MT�VNREWVCC Q —� n6 aopir[v5 �0,1EIR v is-5rm � 2 r -� „� g o 0 UST GAS LINE m 5as5„5vr C—exsrreLearoxeure ve esm�Hv L In - _ I m F_________ r �o ��xrWaw sw I W Vr / OQTWILOWz I------"---- °" rz l 0 K ... L o® ' I CD of LUca mar..amnT z Fm OTHER Ini to ® INSTALL B" C5001P@YMIN . COVER ® INSTALL W GATE VALVE ® INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD4G L ® INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARI DETAILS SHEET NO. 13 HOT TAP AND CONNECT TO EXISTING 12" WATER MAIN INSTALL 8" ASTM b3030 SAN PIPE PER ISPWC ® STANDARDS ® INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SDb01 INSTALL SANITARY DROP MANHOLE PER ISPWCI ® DRAWING NO. SD-504 INSTALL SANITARY SEWER SERVICE LINES PER II ® STDDRAWINGSSD511,SD-511A.SD511B. INSTALL 2V ASTM D-30M SAN PIPE PER ISPWC ® STANDARDS ® EXISTING MANHOLE VERIFY LOCATION &INVERT: ADJUST RING ELEVATION AS NEEDED PER PLANE ® INSTALL I2'ADS NI 2 STORM PIPE PER ISPWC STANDARDS. INSTALL 1B" ADS N12 STORM PIPE PER ISPWC ® STANDARDS. INSTALL 24" ADS N12 STORM PIPE PER ISPWC ® STANDARDS. ® INSTALL 15' ADS NI 2 STORM PIPE PER ISPWC STANDARDS. ® INSTALL INLET CATCH BASIN TYPE I PER ISPWCE DRAWING SD 01 INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD OWG SIMI1 3® 1 Y MIN VERTICAL SEPERATION BETWEEN $ WATERISTORM WATER AND WATERISEWER �® STORM OUTLET PER ISPWC. NOT USED STUB AND PLUG PIPE SITE NOTES: ® INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO.B ® INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. ] ® INSTALL SIDEWALK PER REXBURG STD. DWG NO.6 ® LANDSCAPING ® INSTALL STREET LIGHTS PER REXBURG STD. (AMERIUN ELECTRIC LIGHTING MODEL# ATBO 2015aDE30 MVOLTRB P AO) 4832 ___ _, awo iF IWO M"M 4828 r� 482A - m i 4820-----"I------A--- I.uai 15r oil a - dais - - - R DAn M ELEV 4814.DD GRAPHIC SCALE mnaTTA 3'mU I - - I __ L- - _UK J N a 17 �w.xai� __°°'IT.i ynmeH �»see�'dLMa m .'Ilea KNIU _ 2B0 _ ___ourirsa irk r.ge�.Lw _ ___ vc:�mm r �T r -1 a uan.+I w UK e..x..m _ t.R yin- � ® Iu¢a ' 17 -n�u-I - --may ___. �I F• --I- ______ Tx __ ___ ®a n �.xr R�e'r1YM19�mrenWee(LJaR Ir :/ t� -°t' = RbM I 'mod I xvo�in_+Lp.�zree i ti a k x I I I I I I I I i I I I 3+00 d+00 5+00 a STONEBRIDGE ,v GRAPHIC SCALD A \s � ms ..o n plazsl 4848 I I 4844-------------- t---pN-_- 6836 6032 _. - ielwmrb•@a/s+z-! _ _ _-rwsmewx+aewzspmNr.a� d828 r I I I I s> l iN >m.oROR I d,oRavwrs r IvyzeO'aICA91M, eal NaOnaoA I T------r-----y------r------r-TGr.mXal I ®Na.zzezarr:4Nl _ N'".rr.«L _ Iamae= gn., IWNunvC Iwxainn rw Nux'am.4lPxl -------I _ _ IXVN:amx.07re�rN --___T______I______J __ ____T- I - - - -n1YaDT n.TaT€__ __T___ wartae.na I r I I dsMDama_s.:rp®o<ox I . - d616 �I______II__-_. ___-___-_--yII__.. ______ __JI ____I______ _I___�mwsedakLzataeadsznrnnsanNGa_azam,esmmt k�____ I_____r______ Papeal paznt I CM1'F:II.WI rxv-0-avow ___ IT rRm vm w 10.D0 11+60 lzwo 13w0 14w0 lswo 16w0 TANGLEWOOD UTILITY NOTES: ® INSTALL 8' CM DIP@ V MIN. COVER ® INSTALL W GATE VALVE ® INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD404. ® IN STALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SC401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 ® HOT TAP AND CONNECT TO EXISTING I2'WATER MAIN ® INSTALL B' ASTM DJ034 SAN PIPE PER ISPWC STANDARDS ® IN STALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. S0.601 ® IN STALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-504 ® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SDE11A, SD5118. ® INSTALL 21"ASTM D-3034 SAN PIPE PER ISPWC STANDARDS ® EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. ® INSTALL 12" ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INS TALL 1 WADS NI2 STORM PIPE PER ISPWC STANDARDS. Rut I. ® INSTALL 24" ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL IT ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SDN601 ® IN STALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG S"II ® 16' MIN VERTICAL SEPERATION BETWEEN WATER/STORM WATER AND WATER/SEWER ® STORM OUTLET PER ISPWC. ® NOT USED ® STUBAND PLUG PIPE SITE NOTES: ® INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO.6 ® INS TALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. T ® INS TALL SIDEWALK PER REXBURG STD. DWG NO.6 a® LANDSCAPING a® INSTALL STREET LIGHTS PER REXBURG STD. (AMEMCAN ELECTRIC U6H11NG MODELNATBO 20BUDE10 MVOLT R3 PT AO) �402z3'xs c GRAPHIC SCALE In P_ 1•i 4844 I I I @ p8p 9g a on.Om �•IrN i i ehNyss_1s 4840 b ^ --- --- a _ a 1 �G a+ e w e 9 a•. �•' T .•TING OnOm I sw I I II rmuc,aau mix mRBc --I zx 6um Rp.Q LTRBG A NNnamnO xvo�rtx es ONFM - ' _ :._ ,.. a,.•.oxxwa w.•a,M, ex.a�..�N,aHxwPa•n.x. .I•A.•'— NNNPI.rrFxx.LQaxlMxx�E Qvae•P wa.N. 48za-----�---- — — --— ------`--N.sa,e.osx„sa..na•n�m__. BrouN• ersra�zI MINImnnsp•axzx. ___ _ _..______ w"ioan nxNx sysRT ____ tm'a,rxnsx,xsm"nn•Oxw I I xwxr x ® x w�aE ___ ____I _________ Ew s.�NN�----r-_----Ii _____ mmsaecrnw __ By -__ ocnsFE Mo vE o EaeVm L, iAN�a.w �`' -pro m an. Pqe Q0.Q%-luv.w5-- - ews•arr:usw NOT No sswtn I x �rFWJNa MOPE- - I r_-_-- •n•s.x2rS EO IF I Fan Glna mM'CE ___xrvwr.•xnixrs Eo. R£$IGXE wE£x ______II____.__II I_____ R[ _______ - __-___------I ---------- I �______�_ I ,______T_ smrwMlxsi unGN. DATUM ELEV 0+00 1h00 2+00 3+00 4+00 5+00 8+00 T+00 8118068 MEADOWBROOK UTILITY NOTES: ® INSTALL 8" C50 DIP@ F MIN. COVER ® IN STALL B" GATE VALVE ® IN STALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD404. ® IN STALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 Gm HOT TAP AND CONNECT TO EXISTING I2"WATER MAIN ® INSTALL 8" ASTM D DM SAN PIPE PER ISPWC STANDARDS ® IN STALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. 3P501 ® IN STALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. 31>504 ® IN STALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD-511, SDd11A, SD5118, ® INSTALL 21' ASTM D M SAN PIPE PER ISPWC STANOARDS ® EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. ® INSTALL I2"ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 180 ADS NI 2 STORM PIPE PER ISPWC STANDARDS. ® IN STALL 2e ADS NI2 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. - ® IN STALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SM01 ® IN STALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SMII ® 18"MIN VERTICAL SEPERATION BETWEEN WATERISTORM WATER AND WATERISEWER ® STORM OUTLET PER ISPWC. ® NOT USED ® STUB AND PLUG PIPE SITE NOTES: ® IN STALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO.6 ® INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG, NO. T ® INSTALL SIDEWALK PER REXBURG STD. DWG NO. 6 ® LANDSCAPING ® INSTALL STREET LIGHTS PER REXBURG STD. (AMERICAN ELECTRIC LIGHTING MODEL iATW 20BLEDEIO MVOLT R3 P] AO) Q4023 N GRAPHIC SCALE E I.Ch �. W B UTILITY NOTES: ® INSTALL VC50 DIP@T MIN. COVER ® INSTALL 8"GATE VALVE ® INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD4U, ® INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SD401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 ® HOT TAP AND CONNECT TO EXISTING I2"WATER MAIN ® INSTALL 8" ASTM D-303a MN PIPE PER ISPWC STANDARDS ® INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SOd61 ® INSTALL SANITARY DROP MANHOLE PER ISPWC STD, DRAWING NO. SD4KM ® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD511, SD-511A. SD611 B. ® INSTALL 21" ASTM 0.3034 SAN PIPE PER ISPWC STANDARDS ® EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. ® INSTALL I]'ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL IV' ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 2e ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 15" ADS N12 STORM PIPE PER ISPWC �x STANDARDS. E ® INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD �i DRAWING SD601 ® INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD 11 C S ® 18" MIN VERTICAL SEPERATION BETWEEN 4 WATERISTORM WATER AND WATERISEW£R OUTLET PER ISPWC. ®STORM NOT USED ® STUB AND PLUG PIPE SITE NOTES: ® INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO.6 ® INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG M. DWG. NO. T SIDEWALK PER REXBURG STD. DWG NO.6 ®INSTALL LANDSCAPING ® INSTALL STREET LIGHTS PER REXBURG SM.(AMERITAN km aw J®� �I ° �� mr» Low LoTm LoTu § � � I + .... Lora � — — — nmruTamowarew � a . W _I ff _1LWtEBMSDOD________________________` 1 u \ DATU 48: o.o0 1*0o z+oo a+Do a+oo swo 5+90.3z RIVERWOOD �zzr402��/ a �SSeK' a s &N �s $ua n L6o+ io�Oq 8 L�u9LLs S�y�ge -ii 3� au Z O � a O � 9 � L7 rn w x � � O K m Z 0 13 S 3 N GRAPHIC SCALE T �I CLYi9 DATUMOAT�1 .ELFM EL V 4516.00 ' 4 B ____ LT T h®i Jp-" I N.m_ --- - 1+00 1r40 STUB ROAD TYPICAL 88' LOCAL ROW STREET CROSS SECTION MTS UTILITY NOTES: ® INSTALL ON C50 DIP@ 6' MIN. COVER ® INSTALL GATE VALVE ® INSTALL FIRE HYDRANT PER ISPWC STANDARD DRAWING NO. SD . ® INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING NO. SO401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEET NO. 13 ® HOT TAP AND CONNECT TO EXISTING I2"WATER MAIN ® INSTALL &"ASTMD 034 SAN PIPE PER ISPWC STANDARDS ® INSTALL SANITARY MANHOLE PER ISPWC STD, DRAWING NO. SD-501 ® INSTALL SANITARY DROP MANHOLE PER ISPWC STD. DRAWING NO. SD-50A ® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS SD511, SD511A, SD511 B. ® INSTALL 21"ASTM D3 SAN PIPE PER ISPWC STANDARDS ® EXISTING MANHOLE VERIFY LOCATION & INVERTS & ADJUST RING ELEVATION AS NEEDED PER PLANS. INSTALL 1210 ADS NI2 STORM PIPE PER ISPWC STANDARDS. ® INSTALL WADS NI2 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 24" ADS NI2 STORM PIPE PER ISPWC STANDARDS. ® INSTALL 15" ADS N12 STORM PIPE PER ISPWC STANDARDS. ® INSTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAINING SD 01 ® INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD511 ® 16"MIN VERTICAL SEPERATION BETWEEN WATERISTORM WATER AND WATERISEWER ® STORM OUTLET PER ISPWC. ® NOT USED ® STUBANDPLUGPIPE SITE NOTES: ® INSTALL STD CURB AND GUTTER PER CITY OF REXBURG STD. DWG NO.6 ® INSTALL SINGLE DIRECTION DEPRESSED CURB ACCESS PER REXBURG STD. DWG. NO. T ® INSTALL SIDEWALK PER REXBURG STD. DWG NO.6 wcum ROLLED CURB AM GUTTERSEC71ON L.IF.➢ate-1- gy�r4o oho: &N n$ g�3 CC � •;9.91 R 1 W C` e2e�i o 6 u 3� WA re A A v F � � W Z � Q J (/J 0 W m 0 � � 0 al W m W � C W � z 13 \ I Zy � \\ I \ I \ \ I GRAPHIC SCALE \ \ -��"fix \\\ \\\\ vmurvesv�mrnenrum — — -- Io ,�,-� � ,�xr�„�.�,. v�v �� i I� 1t -4JT�i -1-- a RF�� H ._ II II . � lil II I � � \ \ I II I �, I —_ �r�l �=�� I .�lY°' 4894 I _____,I______.�______ I I T______� _____ I I I T___.._ L_____, _____T______T _ I � ______i I I � ____.. I i.._____. i 4840 _____J______1______L_____�_____1______L_____I______1______L_____J______ 1 I I I I\ I` I I I I I 1_ _ I i ___ _I I______�______f_____�I I I I _____;______F_____I I I _I______y I_ I � I I I �------w�rewla¢x I I � I i I i C838 __ ___I ____��-erL-xytn��.tl- � T rLaoomax �_____ _7______ T______II _____T ---- t ""I""" wcerxsveew*ootw ua. I i ____ L______� Yx�ynyL,r41c_____ �_- ___ ___1______L_____�______�_��i mr { I 4Lm/1 I I�uT e I I i �-_ i �I I _____ I 4832 ___ t—-__i______f_____y___ I I I I ___�_ —' ��____f______il I_____ _ __,______7______T______I___ __.__ � ___ __ I ____ _ I I I an x. us nmx I I______ 4828 ___�_____ ______I_ __ i m�axacso.�..x J__ _____I______1______., i______L_____L_ I uxrui I I I I Ix+aR�nur:�s _____I __.___�_____y__ �___ � II I _ 1______`______I__. I .I _____�_____�______ I I I 4824 I I ____� 7__.. __T_____,__ I__— __ I I I __T____ _T_____,___ I I T______ T_____T_____'f_ I I I I I I I I i__ I I I I I _1______L ______I______�___ ____J______1__.___L_____. I �� N x6�.8tN oro svIPm O!awx i __1______L_____J___ I mxucrm�wartw I I I I I I I I aezD__ _ '...._ motxl'N8n amH mnPosOnlx __i _ax,x�.xaoL«..re ___ _a______�.______'-_____'______. n an'.I.xm. I Mx .m i I I �, � ___1 _, _T _ __I __ I I i __l______�_____, - i i I i 7______1'______I I I i I _ 4818 ---_Jer2�9_a3i•49aamaengrre<ar-_i___ I __ �� _��.� _I______�-rs>xrrkluoms.vb.ani�z I I I _____y______y______y______I______�______F_____y___ _�______F_. _i______ _... -_ I I I I I I I �i astz -______i i I I I _____T______I _____�______T__ __, I T_____T____ I I _____ �_ r_ I _�_____T___ I I _____J______�______L______I______1______L_____1_____1______L i I I I I I I I I I I I I _. I _I______1___ I DANM ELEV I Ig 4808.00 Cg -„ W� nY Y� sy �a �� '� �s - UTILITY NOTES: ® INSTALL a"CSO OIP�B'MIN. COVER ® INSTALL B"GATE VALVE ® INSTALL FlRE HYDRANT PER IBPWC STANDARD DRAWING NO. SDa04. ® INSTALL WATER SERVICE PER ISPWC STANDARD DRAWING N0.50.401 ® INSTALL CURB STOP PER CITY OF REXBURG STANDARD DETAILS SHEEP NO. 13 ® HOT TAP AND CONNECT TO EXISTING IT'WATER MAIN ® INSTALL B"ASTM D30365AN PIPE PER ISPWC BTANDAROB INSTALL SANITARY MANHOLE PER ISPWC STD. DRAWING NO. SR501 ® INSTALL SANITARY DROP MANHOLE PER ISPWC 510. DRAWING NO. SD506 ® INSTALL SANITARY SEWER SERVICE LINES PER ISPWC STD DRAWINGS BDE1 t, 56511A, 5081 iB. ® INSTALL 21"ASTM 630365AN PIPE PER ISPWC srANDARos a>m EXISTING MANHOLE VERIFY LOCATION &INVERTS 8 ADJUST RING ELEVATION AS NEEDED PER PLANS. ® INSTALL I2"ADS NI2 STORM PIPE PER ISPWC sTANOARos. ® INSTALL iO"A0.S N125TORM PIPE PER ISPWC STANDARDS. ® INBTALL 24"ADS N125TORM PIPE PER ISPWC STANDARDS. ® INSTALL 18" Ap5 NI2 STORM PIPE PER ISPWC STANDARDS. ® INBTALL INLET CATCH BASIN TYPE I PER ISPWC STD DRAWING SD601 ® INSTALL STANDARD CONCRETE CATCH MANHOLE PER ISPWC STANDARD DWG SD611 ® 18"MIN VERTICAL SEPERATION BETWEEN WATERISTORM WATER AND WATERISEWER ® STORM OURET PER ISPWC. ® NOT USED ® STUB AND PLUG PIPE SRE NOTES: ® INSTALL STD CURB AND GUTTER PER CITY OF RE%BURG STD. DWG NO. e ® INSTALL SINGLE DIRECTION DEPREBSED CURB ACCESS PER RE%BURG STD. DWG. NO. ) ® INSTALL BIOEWALK PER REXBURG STD. DWG NO.e ® UNDSCAPING ® INSTALL STREET LIGHTS PER REXBURG STD. (AMfalGlry ELECNiIC LIGHTING MODEL i ATBO 200LEDE10 MVOLT R3 P) AO) LEGEND f sioRM waTER preAlrvacE sEmMENTATIGN AREA AREA TO BE OIBNRBEO CONCRETE WASHOUT �$,�'�,+,°g�°. STABILIZE CONSTRUCTION ENIRANCE/E%IT O CHEMICAL STORAGE AREA COMBINATION STAGING AREA & NEHI MLAIN. EpUIPMENi CLEANING. FUELING AND E ® ULTRA CUARD INLET PROTECTION ®MATERIALS STORAGE AREA & AKA WITCH HAT STOCKPILE MANAGEMENT S — E%ISTING CROUNp CIXJTOURs SILT FENCE OR EROSION EEL POTENTIAL POLLUTANTS CHEMICAL MSOS � LOCATION BEST MANAGEMENT PRACTICES NOTES i. TM. p.�:nauaammeeem� ��o.w.ss margee lnwwwuve. a.w revues eowmm.mreN.uo�., .�a.eamomL a. ..w�..� reotme PR.�L TI,�..�.w e...wN.N, rwa.•a��a�� n N maa �m��,��w.m 'w�'wnm...n�eb�,a�.�a�,II,. s e��.w�•Iu•n.�o�,v�.m.oxdn.ma.�,,,�a arena, �,I�a..�a �.�.�,NW�svmPvm .�wmaa.v m,mme w.e�.m,a e..d�n m=. e. ��Bmr�m�NN. m��..��N.la.emmon.,. 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PT�y�o _QyOn '�== £ R i $ �G=as ;�M`2_� 1 � a 8 u �s� 3� re Aws.mN W U N U > � � o a ~ � o W �_ E� � � � W [0 m � W x Q Z ¢ O Q F- W m12 13 INNUm I AV AM EVEN F STEP TO BURY WAS ,� yWANTERmI : ��.. MAY SILT FENCE �J STABILUED CO �TR� ON ENTRRNCE IAT n "ll K_II=IISII-1 MAIL BOX TRU�KW ASHOUT - 4zsaosa °. rE� KALCROO S7RIP F k F7SCMMAM BEGE EGGS PRESS EN70S T TOGETHER OR SIDE VEW 01 STAKES AS ZMECTED Off FLOW a EROSKM! EELq PERR,o° . BAG). SHEET FLOW PARALLEL TO THE SLO 1 CONTOURS. PLACE 100 ft, OF EROSIONAREA oR EMORY DRAMAC EELeurr,oiNr L� MAP ET AIL El—e, Is SHEET)DETAIL EI-BA INTERCEPTING SHEET FLARV , E. PERPURCLIQUILAR SO a OR PATH - PLAN Aw SEM SEAM TIE STRONG END OF EEL EDGE Pe FORM BULL JOINT. ED I AGAINST SEVEN EDGE OF ELHr EEt.HERB ��MM T 1 A TRUCTES MONTREAL � AT ANTS �� ROME AM ANT BASS VAN FEREATTER BY WHERE MY ��EO RUBBER MATIT TV .4aIN .OF4u a� E " g TO ME ,4v TO 'S IN W pa�AN 6 gg S L'yyE �y AM RE S$PAT IS IIT TV 3AN METAL �amz. 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