Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/23/2022 (2)EASEMENTS ci RESTRICTIONS OF RECORD PER CASCADE TITLE COMPANY PRELIMINARY TITLE REPORT NO. 0320511 DATED AS OF JUT 24, 2020: :.I7EJ:9 ?- rAa TS NOTES CONDITIONS,S, RESTRICTIONS ANDDEDICATIONS N, N' ITEM 12. DECLARATION OFEASEMENTS, INCLUDING THE TERMS ADD P'ROV.SIONS THEREOF, EXECUTEPD BY TABLE c DELINEATES 4N THE PEROPT0 rARITIDUa PLAT Vq O421.RIEry.lFrION NO. 1353-P.2ILAWS M .AG _,r RECORDED CUMBER �5 For RECEPTION ITUN na. Goo a! 64 ,ArK q0larr DEc S NT/ OREGON aIAI REGCPU AND CORRECTION SURVEY FILE ,q. ,1917 iA l 90 OO - ' AND RECORDS, / SIS O1CJALbT CREATES TNF 3700. G PRUATt JOINT -USE ACCESS BASEMENT ti} .r�i ,,0 ALONG 'HE VEST N OF FAP+.cL AND PARCEL L AND A 10 G0 - a AITHE 1H ACROSS iMt Sbl PARTOY 0F 5Aft EI 1 A a5 QC cbC9W GDC061 PR VATE aUi3T 1SE A 9 . UNE OF PARCEL 2 AND PARCEL 4 WERE DEDICATED ON PAkA17109 PLA. NCC .3P0421, FFC r S r EASEMENT TTHE SOUTHEAST COOPER 0 PARCEL 2P0 A,O rO FOOT PRIVATE r 4NRUVP140 7#R CPPARGF THESE J s A r7S ARE „ JO NT - -USE ArCESS &A5 PARCELS 1, 2 AND h) ��. THE BENEFIT OF ALL OF THE 'QTS WIhN LS STY PROFESSIONAL CEWER.UJCJPhEMr ALSO. iT.M 8. ^Ir THE raMsqIu- PR3vlsIotis THEREOF,REo,� cRsMTro To THE P„BLC Ur.�Y EASEMEN7. l 5 PRIVATE FTE UTJN ihU P4ATE 61ORMW1T R ON ,JSc ACCESS, RrAPES THE 55 FgOt rRt! E u -IT -.. % 1 . OF PRRIGELD, RECORDED JW( 1994, 1ECEP71ON vo 1991-049 99 LANs COUNTY OFFICAL EASEMENT ALOI f: 5T Nr �F LOT LIBERTY PROFESSIONAL CENTER TO THE GENE OF I i7.�...a t43.a15` ALL THI LO`WITHIN UBEvTY PROFESSIONAL {,111RDOCUMENT ALSO E, rDDT S_.I_S` REWORDS. (.0,00 FOOT PUTALONG THE CAST LINE OF QARCEL 3. AFFEuS PARCEL 3), . L TNIIATE UrILCY EASEMENT ON THE WEST SIDE OF PARCEL i0 S-EKEFl1 PARCEL ," A'44RIABLE 3--L-- e -,r _r0' - _; ^; PRIVATE 'JTIUTI EASEMENT ON THE AIM,, SirE GI €'AHCEL 4 TO THE 0 NER1' OF PARCELS 1 ..E ITcM 9. , THE AND dkU'dN ..44LAN a ,i_ <, IC -., _ _ NI _ _R .. ., r f "HEREOF, PUBLIC EAR€ I, DYNlDvEMG THE f .IIDIH AND 3. 500 PRC +A C UTILITY,00 tR :E SONG E SOUTH CE OF h TO TME 1994RMS NO, OF SPRiiJOFSELO, R6O`JRDED MU4k.MPSER 1A; 1994, RECEPTI'7N N0. 1994-079862. LANE PLWIe'rY SPRINGFIELD, OR n LOTS ST IR THE SIDE OF CEi R :.ASE ice T OF PERIGEE 3, 0.M) A .,.OD PF' \TANS afFK OFFICIAL. RECORDS. (DOCUMENT CRATES h 17.00 POUT PJF ALgNG THE EAST LINE OF PARCEL F THS(: BENEFIT WITHIN SOT 5 OF ESE?rf PROFESSIgNAX_ CENTER 'i0 I#E BENE Fit' c?E' ALL OF T! -!E LOTS INI7tIiP1 LIDER!1' LOT 5 : "WHICH AFFc TS PAtRCEL 3, AND A IOAG FOO RUE ALONG THE NORTH LINES 3 PARCEL I ,N, PROFESSIONAL CENvBR)_ PARCEL 3. %ffN'__'4 AFFECTS PINRCES t AND 3)- 'EM f.GEPIO:f fL'a. CDFYi �� t ,.3, ..4.1I !(- I .. nL• Fi.r_.C.,iLll'iAi41Q I P3 iCOY ITEM 0. 0L" SPR.ICII.CCENTER 6USIPESS PARK .cVELOPM.ENIENhL MASTER ILRIMY C7ttr:±AP1Yti..? O-, W.�NT.-. J4 0.j..a OREGON h/i0 OF : fF -tTE9CR7Y PAP. IJ6LlLldG .iL f£PMS AND N?01tSIbN- THEREOF, RECORDED OCTOBER 2. 20 07, RECEPTION "HI4ME SPMIFCFELQ n HN6iPAL CGRPORAIPON, RECORDED SEPTEMBER 23 2006RECEPTION 40. -t7" - f-JVNTY DEEDS RECiTRDS. ThCIS I7gCUh1E,v,T GCYVERPIS Tlic 44. ?077 08172, LANE ( n;1, ._,-"�' a v,- •.^t CF.'t N N"20013­053694,,�N1 SE .__(.b Sh5S9 .. RE-REC ORUED SEPTtiM',iCk. 2 . L.,48, Rk -F, 6 G. C D IELOPIMEW OF THE SUBJECT PROPERTIES. AFTECTS PARCELS i THROUGH 'F). kECEPTIGI,' NO. TO S4'PPE:ATE THE ESEMFENTS, U,NE COUNTY DEEDS AND RECORDS. (DOCUMENT O 2I00R054 IXA$ F FlCONSTRUCTION TOYEAJEAENT WHICH ITEM 1 I. EASEMENTS, NOTES. CONDITIONS, RESTR6CFJWS AND DEDICATIONS Ho SHOWN, SSI. FOR.H, ANC,CR ONTAIN"D THE FRST-n,E OF AS EA5EMENFOR S CONCRETE NJ,.TUSE PAT-. THE 1 CUNENT : DELINFAIFFO ON THE RECORDED PLp3" OF U3ERre PROFESSIONAL DEWIER, RECORDED OC OBUAe 25, WAS RE. R_CORDEC, AS DOCUMENT NO. 2005-053534 REMCIONs THE FIRST RAGE OF TWE 2007, REGEPPON NO. 2007-072$35, LANE COUNTY DEEDS AND RECORDS. (THE 14.00 FOOT PUS CONCRETE MU_11-USE PATH EASEMEWI THE E 7IMPG AR\" CONSTRUCTION EASEMENT EXPIRED ON !TS ALONG THE SOUTH LINE OF PARCEL I A44D THE NORTH LINE OF PARCEL 2, TNF 14.00 FOOT '''UE OWN VUU IbN 0;`J S'EPTEWER 30: 2610. DOCUMENT NO. 2003-055$95 IS A rARIABLE WIDTH ALONG THE EAST LINE OF PARCELS i ,,NO 2 AND THE P!C' LINE OF PARCELS S RND A `HE r_ASF%Ii N'C FOR A (',flN'RET` lAJ!5i-'dt3E SIDEWALK ALONG THE SMTH LINE OF PARCEL @+ AFFECT'S 1$400 FOOT YIJE ALONG THE SOUTH LINE OF PARCEL_ :3 ADD THE NORTH LINE OF PARCEL 4, ANO PARCLL h). THE VARIABLE IVIlL H PUBLIC SIDEWALK EASEMENT ALONG TFF 'NEST 'U PE OF PARCEL WERE AL' D,DRATED CCC THE. PLAT OF LIBER! PROFESSIONAL CEN -ER AFFECTS PARCELS I PIROUGH E), POEM 11. EASEMENT. +NCLUDING IHS TERMS AND SR(NISONS THEREOF, GRANTED IHE CITY OF SPRINGHFI-p, P MUi9ICIPfL CGRPORA7I011 OF rll� STATE OF ORECON BY iN3;RUM Nf RECORDED JAMARY 1,=, 2009, !4_CEPTION NO, 2009-0021974 LANE OCUNit OCEOS IA RIPCORDS, (THIS ,S A VARIABLE WIDIH hASEMENT FOR A 2011CRETE MUL7i-USE SnFAAW ALONG THE SJ"JTH LINE OF PARCH_ 2, : AFFECTS PARCEL 2). BENCH MARK NOTE: EAaE4uBE.lT ZINE TAEiLE 1 €dE cP,RI\ � 7H. LI 6 G � LCNC 7 � U A _v , L1 YY .bh 1 TKa Ov' -� L2 I IN 00'00'58' M2 th.:'.:;}' ELfVA.TION S-VAiM HEREON. AGE BASED UPJ CTY OF S''RINFrIELD RENCt4 MANY NO. 370, A BRASS CAC IN J -IL f R C UURP A- THE SOUiF WEST COPN a OF THE SN"( RSZDTI }N 01 oN1,11- FAKW R0,10 AND DEADMOND ,ENR`f ROAD, 6<8 FEE-- SOUPH Or THT RAMP, 5 ,E etk</AiCtN. - -.x.T . A.9s ,IA4,J dib OAiI}'tA _-- „<. XIII - i.-.- ,-._av--,mr sr SURVEY COORDiN6', ; SYSrEM: T a'A„ I.0 f - 200 I, PARCEL 1 GFS COCRDiNATi_S SHOWN HEREON ARE HAD 8519 { P:T£4ii<F;ilfiiAAL " FOOT, OPFOON SCUM? ONE 3607` BASED ON LAE COONTY GPS COWNERCITY OFFS?rc LAND PARTITION A R:NCFIELD J3 -PLT -421 CCJNTRG 74NONS E.(.N 7-03-45 NE z• LU-. a 20 f, 5 -a -s SE: I ' BASIS OF SeWtNGS _ PFR PLAT OF UBSIM PROFEsaI - r ry qy q Fi ) � °"7"26"Ob t N £ it ._ -- "- - - 619.flt? • _ r/o r.cr'.,.:,,�---..tmr _. rfa - rc-- a r rfo-_- r ria = tavv qty - CUfiV..c t n\T t TABLE MY 1.1.! Rv- ti} .r�i RA lua D A 9 _ LONG CHOR? '50�jc r w I ' .. f r , -.. % 1 4 If'1'2--' .1 .5Q, I i7.�...a t43.a15` j�N�. S_.I_S` E 3 3 _a .r_.-, -- 3--L-- e -,r _r0' BENCH MARK NOTE: EAaE4uBE.lT ZINE TAEiLE 1 €dE cP,RI\ � 7H. LI 6 G � LCNC 7 � U A _v , L1 YY .bh 1 TKa Ov' -� L2 I IN 00'00'58' M2 th.:'.:;}' ELfVA.TION S-VAiM HEREON. AGE BASED UPJ CTY OF S''RINFrIELD RENCt4 MANY NO. 370, A BRASS CAC IN J -IL f R C UURP A- THE SOUiF WEST COPN a OF THE SN"( RSZDTI }N 01 oN1,11- FAKW R0,10 AND DEADMOND ,ENR`f ROAD, 6<8 FEE-- SOUPH Or THT RAMP, 5 ,E etk</AiCtN. - -.x.T . A.9s ,IA4,J dib OAiI}'tA _-- „<. XIII - i.-.- ,-._av--,mr sr SURVEY COORDiN6', ; SYSrEM: T a'A„ I.0 f - 200 I, PARCEL 1 GFS COCRDiNATi_S SHOWN HEREON ARE HAD 8519 { P:T£4ii<F;ilfiiAAL " FOOT, OPFOON SCUM? ONE 3607` BASED ON LAE COONTY GPS COWNERCITY OFFS?rc LAND PARTITION A R:NCFIELD J3 -PLT -421 CCJNTRG 74NONS E.(.N 7-03-45 NE z• LU-. a 20 f, 5 -a -s SE: I ' BASIS OF SeWtNGS _ PFR PLAT OF UBSIM PROFEsaI - r ry qy q Fi ) � °"7"26"Ob t N £ it ._ -- "- - - 619.flt? • _ r/o r.cr'.,.:,,�---..tmr _. rfa - rc-- a r rfo-_- r ria = tavv qty - , '^d �. _._ .,XIII _. _. -._.- -_ :u.--" -i ...:�.�-- s'.�-s_ ,n, '�8;•��....,..-.. �,i-N f0 .,_ trz- _.,_. -' _-qSC /'_ ' `i :'55 678:340.+ 9 _ _ t u.�.. .IS_ a. n u __=--7 -_.. - - __.__ FFO Alp -_ ,!g .r, \ a .P: �,-®.�._'-t'--c ,_._r _aw::�c•-,�.-rca -.✓ ,»„ _,__... / k XIII. _-.. y , ,_ t ,. .. e,1A bS9 uas 9c f t , E = 4,256.040 166 171 I l ` i r v � 1 r I, r , I _ ,- ,,IIIA nn'11411I' _ 4AX LOT 3200 10 II 1 PARCEL T LOT 1 M) 7191E I..�t' ,4'C}L r LIBERTY PROFESSIONAL CENTER o,C+,u773,9 c PIAS Ut uB OSSIRV D) 'j"-' n +'"3 e t r .. T ( 14 rI ' + - P;NRC.ML 6--+�.� r �i •. 'v ""Y 1 � f,:, C? ..i3v 3 L 14WI@Cil�RQ-=5 NALLFa� � .w„ , f C. rv ' 216,323 SOU RE FEET .1i71UF f"+a, M t' A,,,CANT NO ELI OSSEPv4 J):Tz ' Snl;:1fJF-n. "'-a+•..,,a V^ r.M '._,. N = 39:55,073 $549 , ' 1 ,2a5851L n7t°T1, I I 7 I : m•.."...am..vn,.w::,.. ...ewe..=..,.. -XIII, sW_:.+_:-.-m.n /„ II , .:. j + II i I - .,,_„ - - V 1 '01 e �I EiN o c 4,25s01+._,9bz a rr „ LAO ,i, ualtllI r f '-i �' F� r i as,t<I ffi „ r SEi�- SH L8:eF L r a , 1P SEE `R � � � lay . - *�' E i .3Ez.. AIn.E1 ai \ j93461,20, r, , 9`58`03 E 614.99' IN u 1•: � : V � :I P,f .,.y5 o .; �,( � XIII �_ _ ,__ �$.VE 5 _ ..- _. 4$. la`"� ��'�' p .. t +_ _ _. -<._.. _ . � .. ,�35'T.,��r 6T ., a v R'6."^^a'�"""b"'.z" ,X ' t_ I A I l � p _ I� _ i3300-' - 1 S 00 PARCEL 2 w c 0 ;N , • • >.� LO z.: ti LIBERTY �x y I n--? i E 130,7122 SQUARE -FEE .rw � VA' du "140 dul DlNcs ISE dna).. t e 1 T � 4 . a3 _ t_ �I I � `��X pL�t�T �St�Ci s _ r I IM1 jjj 4 y I i9 f. i�I x . , COQ •�• , " �s LIBERTY PROFESSIONAL CENTER ^ . II I r �•,» (,If ., ,., , h $ II �V, TAX ('•T 3000 rl N � CXJ fi ., . a . -. G9' f " 60,730 SOUARE =.PET" - , ._ 'A, i 1_CTC (j r'(5, c� E a IC,' 'C f'Y I ;I _ XIII �9 " , astr .. ,., U.. „ri I UACA1vT NG GUILE?NGS J9SEI%v£) A� ; - , P hI 3F d i FIi i' $ Al 4JAL S L II, E.l'2 111 ii ' 1= I (awNER ROB IiJTERNAT,CI,AL WAY, LLC) A' cv 1 ` 724 _s ' .AR'. .:.,., ,. :. ,' A r,:'. ff r.,,. ,:Jrlf.liE, f s 1 ( � I "I "` -., ...�' t �) `., Iy • `' . I� XIII , 1 All a d TI- E 1... 5,.,.,4A 1.J" N s*4'47'i 2.' W, 26.29' 1 s 3 I I I I � " ao ! .�'` ' - FOUND 5/8. INCH ROD WITH ,,. ly : ;/7-' :; TI _. •. /^' / / 4F.O FLS C CgCNI' ' fr , r sr4 Wer, 'woNE >d x* _.:•,_,�z-z._,14'.:.FI. ._...-.._.E- l7,: a�6,520 ... .4, 3 S./ „i, ,., _�Rau_, M+, a I __ �"""�•-' rvs. y -,-:.v- ri -Iry --� -r 1 ,. - .. k XIII_._ XIII „.c. ..u,-. n., rarer-., I �., t ,.: -. "•�: ,,.�:1*�;.,.»,..s,.-.-.>..�.�,...-,.-.,�,a:A n ®' µ. ,.. ,XIII , r".•3r yy _L..� _ - _. 2Sk•.;;.--f _:.- .1- .„.,_•.4._.....e.,.v,_• w2E.5{7 is ,... �:,e•n-�-t 41' 1C�c:L Hw e• r.l nw - �{;ai.-agirTf: tiib An-.u.q`lyr+ . ga...�:c mr,-'-.Y,+m^ XPi =: lx -in•;- Wvr _ ._ „+---,--- !fW +-.'av4A bN-,•M$-,- 1.- NM- r4, -. VN -..qH , ..YM>8wM4--._,�+.'-i-._ hla 'r I_v'FC :." -_.,_-t.. -.... �-"XIII' SISI �.._1.._._6i 1+n+t. Ww _.._� ,-_� _- I_r. „,_ .- .. _ IIIA ._ •_. _..v. _,_._a- .M ANL. WN r W.4 N,I M VfA. Wtl.._.-^ 1VW--•-- PM "5 ^-4 i is r .t-". _-•_• - ,-,- -.�.. w__... �._.-r-.._ :-. _..,_,.-..ti - �, fi_,, •. AaP.� :� � :-. ,.,n : Ldp �^y llAl t �AYI6U Yil9:bl 'IARlfS 5'v< '..,. :-. = � .,_ �. VP. T" ___ 'A -`N HFLA_-_ slc..' r ,4 w r... i/ - Po-sn __�..c.._ IIIA. .___'A _._N „r ., x = Fle -__"__ _ u_._.. Era._.. Tto -1, .-z!o- --C"S " - j --z; -mn -u -a _ F - ". A -v, x a, -w � Av -w -'6'" h"_..DSM_--w=; w e./014 = � cTL'3C}1 h?R.F?4': �ein 0.;._r -/a ,/r..-- y„_- !,J /o-- YN--- _ (� TOP OF FAIL - 4315; __........ _... o1d u_ a LEGEND HKS FOUND 58" IRON ROD WITH YELLOW PLA rTIC IDEPtTIFICOIDN CAP STAMPED"BRANCH chrNEERi f INC' J:ESS OTHERWISE NO''EO FOLhO 5/8" IRO! RCO WITH YELLOW PL45I) ryYl IC ' +CN CAP ARCHITECT IMP S "" k 0 O..AI! H FITC LS 2808 _ E HKS ARCHITECTS, INC. (?, FOUND PK NAIL WITH WASHER STArMPKD'SS 2C1O9' 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY UTAH 84101 � C 1UiNO MAD MAILWITHWASHER STAMPED '"LA,NE .OvJP.I'1 PVF" ' INTERIOR DESIGN _.75iNG WADER vASVr {]wIe EXISTING WATER METER TENTH AVENUE DESIGN { r`+ EXISTING FIRE HYDRANT 623 10TH AVENUE .C)1c FINE DERARTM_NT CGNNECTICIN SALT LAKE CITY, UT 84130 -, 5PNG S.-1.OPINWATER MANHOLE CIVIL ENGINEER KPFF CONSULTING EANEiNfEERS EXISPING CATCH BASIpV 800 WILLAMETTE ST. SUITE 400 3J FOOSTPOO C :,S INLET EUGENE, OR 97401 c�'4) EXISTINt3 tvfisTFLvnTE:Y M.4NI1QLE LANDSCAPE ARCHITECT meu EXIST IPJ, GIAE`IOjS THE SATRE GROUP F-_1 cH EXIST IFIG FLLCRlC VAU rr 375 WEST ATH AVENUE, SUITE 201 S: 5TIM" ' ELECTRIC TRONSFOR,'MEN : EUGENE, OR 97401 ❑ m STRUCTURAL ENGINEER re:: CF.I5T4N0 STREET U4'LITI6i0 BOX REAVELEY FXI INQ STRE1-i LIGHT 675E 500 S, SUITE 400 5:7 EAIS'INO SATE LICHT SALT LAKE CITY, UT 84102 ;nda EXISTING MAIL 90X MECHANICAL ENGINEER d LXISTINC StIFN VAN BOERUM & FRANK EXISTING TEST HOLE LOCAIION 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 !7; ( SHNG, FIMEP OPTICS f TO-ECOMIMUNIC.ATIC,NS RISER -_ >. - -- s; - -,r ,l °�N AwA Lr f ,PE (S ZE AS NOTED) ELECTRICAL ENGINEER -=„w-----r,J-- '>I -,TING Wv'll:vtAlEP (`>'E (.:+ZE F,5 ?lbTE9) BNACONSULTING 635 SOUTH STATE STREET FXSTINC NAI_RAL IAS LINE SALT LAKE CITY, UTAH 84111 xGTiNG `NATER HNt (SIZE At NOEO) -c - ENCLOSURE EXISTING UNDERGROUND ELECTRIC LINE MORRISON HERSHFIELD -.,tl LX Sl NC ROEC 6P7iC.,fTCtE4J1,fiMUPAOA fIONS LINE 50 WEST BROADWAY, SUITE 300 -- - - L RITES [XIS 'NV i LOWL(NF SALT LAKE CITY, UTAH 84101 -- LEND % L ETi lc TOP/ UE OF SLOPE OWNER i1UE DFa)PUBLIC U I ICY EASEMENT THE CORPORATION OF THE PRESIDING S.U.B. D aOTES SPRINGFIELD LIlUr ` BOARD BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS �- OE NO TES EXISTIN CONCRETE SURFACE 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 DENOTES EXIT IN GRAVEL , LIR ACE OUNOTIF EXISTING h.S?KAVT SiRFAUE A. FXI$TINC OECLI.JUS TREE (SIZE ASF: INO+ED) :. UTIL'TY STATEMENT: r BA �, UNDERGROUND 5 oFO" HENSON ARE BASED 1 L 10 Ra N Or IE9DTl 449 4 E B L ON A COMBINATION CF FIELD SU°ULY OF i9d5ERV0.6LE EVP ENGE, D f " A LITI P COMPANY 1 O LON t<CAPS AND I" !Y MARY,iNCS BY P 1.f7111TY COMPANIEF CNE sjPvEyoP 41RKLS N4 GUARANTEES THAI THE UNDP t, OIJnO UTILIH SHOR14 C'OMPR'ISE ALL SUCH U,IUTi c ON THE AREA, TITHER IN-SEWCE OR ABANDONED. THE SURVEYOR RMT1 P DOES NQ7 VJARItANOT IHAT HE UN FROROUFO UDDTI S SHOWN ARE ' Tri EXACT LOCAFFON iNUCATI AL1' -IOU 01, T1 E SUR/E RR OOPS C RT Ft THAI THEY ARE LOCATED a S ACCURATELY AS POSSIBUZ @3,.SEC ON wYYJL46LE TOFF URMAf{pN FTP SURVEYOR HAS NC:' PH.YGO,41I LDCATFD THL UNDERGROUND UNUTIES. R,E'CISTI KF'D I R,J:ECF• 7 V "HI d JO „t DgrINHLL r 'AhRTNS 60052 .-y, 12-31- 2021 i al) f I h' t/ tf 1IltI� IY SCALE 1:. _ 40 717 0 20 40 80 SHEET 1 OF 3 TOPOGRAPHIC SUMVEY FOR: CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF ,ESUS CHRIS`!` OF UTTER -;SAY SAINTS, A UTAH CORPORATION 501..E e A35FS.�CiRS MAP 17-ta03-15--40 TAX LOS 3200 3300, '3400 & 3500 SPRINGFIELD, LANE_ COUNTY, OREGON IN TtyE SE 1/4 OF SECTION 13 T'17S, R3W, W.M_ k y + + Fe'T ICS � tl CIVIL STR CTURAL�- BUILDING OESIGN SURVEYING LAND USE PLANNING Oaktrlant Way, sulky 10' Eugene, Gregor, 97401 (5'41) 485,8383 JOB Tlb. 20-7138 SEPIfEMHER 28, 2020 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEETTITLE jI r EXISTING CONDITIONS j�iz �Oz� PLAN SHEET NO. ®2022 HKS, INC. C 1 001 \ t n\T t MY I ' aI I t q XIII., I� i i� , '^d �. _._ .,XIII _. _. -._.- -_ :u.--" -i ...:�.�-- s'.�-s_ ,n, '�8;•��....,..-.. �,i-N f0 .,_ trz- _.,_. -' _-qSC /'_ ' `i :'55 678:340.+ 9 _ _ t u.�.. .IS_ a. n u __=--7 -_.. - - __.__ FFO Alp -_ ,!g .r, \ a .P: �,-®.�._'-t'--c ,_._r _aw::�c•-,�.-rca -.✓ ,»„ _,__... / k XIII. _-.. y , ,_ t ,. .. e,1A bS9 uas 9c f t , E = 4,256.040 166 171 I l ` i r v � 1 r I, r , I _ ,- ,,IIIA nn'11411I' _ 4AX LOT 3200 10 II 1 PARCEL T LOT 1 M) 7191E I..�t' ,4'C}L r LIBERTY PROFESSIONAL CENTER o,C+,u773,9 c PIAS Ut uB OSSIRV D) 'j"-' n +'"3 e t r .. T ( 14 rI ' + - P;NRC.ML 6--+�.� r �i •. 'v ""Y 1 � f,:, C? ..i3v 3 L 14WI@Cil�RQ-=5 NALLFa� � .w„ , f C. rv ' 216,323 SOU RE FEET .1i71UF f"+a, M t' A,,,CANT NO ELI OSSEPv4 J):Tz ' Snl;:1fJF-n. "'-a+•..,,a V^ r.M '._,. N = 39:55,073 $549 , ' 1 ,2a5851L n7t°T1, I I 7 I : m•.."...am..vn,.w::,.. ...ewe..=..,.. -XIII, sW_:.+_:-.-m.n /„ II , .:. j + II i I - .,,_„ - - V 1 '01 e �I EiN o c 4,25s01+._,9bz a rr „ LAO ,i, ualtllI r f '-i �' F� r i as,t<I ffi „ r SEi�- SH L8:eF L r a , 1P SEE `R � � � lay . - *�' E i .3Ez.. AIn.E1 ai \ j93461,20, r, , 9`58`03 E 614.99' IN u 1•: � : V � :I P,f .,.y5 o .; �,( � XIII �_ _ ,__ �$.VE 5 _ ..- _. 4$. la`"� ��'�' p .. t +_ _ _. -<._.. _ . � .. ,�35'T.,��r 6T ., a v R'6."^^a'�"""b"'.z" ,X ' t_ I A I l � p _ I� _ i3300-' - 1 S 00 PARCEL 2 w c 0 ;N , • • >.� LO z.: ti LIBERTY �x y I n--? i E 130,7122 SQUARE -FEE .rw � VA' du "140 dul DlNcs ISE dna).. t e 1 T � 4 . a3 _ t_ �I I � `��X pL�t�T �St�Ci s _ r I IM1 jjj 4 y I i9 f. i�I x . , COQ •�• , " �s LIBERTY PROFESSIONAL CENTER ^ . II I r �•,» (,If ., ,., , h $ II �V, TAX ('•T 3000 rl N � CXJ fi ., . a . -. G9' f " 60,730 SOUARE =.PET" - , ._ 'A, i 1_CTC (j r'(5, c� E a IC,' 'C f'Y I ;I _ XIII �9 " , astr .. ,., U.. „ri I UACA1vT NG GUILE?NGS J9SEI%v£) A� ; - , P hI 3F d i FIi i' $ Al 4JAL S L II, E.l'2 111 ii ' 1= I (awNER ROB IiJTERNAT,CI,AL WAY, LLC) A' cv 1 ` 724 _s ' .AR'. .:.,., ,. :. ,' A r,:'. ff r.,,. ,:Jrlf.liE, f s 1 ( � I "I "` -., ...�' t �) `., Iy • `' . I� XIII , 1 All a d TI- E 1... 5,.,.,4A 1.J" N s*4'47'i 2.' W, 26.29' 1 s 3 I I I I � " ao ! .�'` ' - FOUND 5/8. INCH ROD WITH ,,. ly : ;/7-' :; TI _. •. /^' / / 4F.O FLS C CgCNI' ' fr , r sr4 Wer, 'woNE >d x* _.:•,_,�z-z._,14'.:.FI. ._...-.._.E- l7,: a�6,520 ... .4, 3 S./ „i, ,., _�Rau_, M+, a I __ �"""�•-' rvs. y -,-:.v- ri -Iry --� -r 1 ,. - .. k XIII_._ XIII „.c. ..u,-. n., rarer-., I �., t ,.: -. "•�: ,,.�:1*�;.,.»,..s,.-.-.>..�.�,...-,.-.,�,a:A n ®' µ. ,.. ,XIII , r".•3r yy _L..� _ - _. 2Sk•.;;.--f _:.- .1- .„.,_•.4._.....e.,.v,_• w2E.5{7 is ,... �:,e•n-�-t 41' 1C�c:L Hw e• r.l nw - �{;ai.-agirTf: tiib An-.u.q`lyr+ . ga...�:c mr,-'-.Y,+m^ XPi =: lx -in•;- Wvr _ ._ „+---,--- !fW +-.'av4A bN-,•M$-,- 1.- NM- r4, -. VN -..qH , ..YM>8wM4--._,�+.'-i-._ hla 'r I_v'FC :." -_.,_-t.. -.... �-"XIII' SISI �.._1.._._6i 1+n+t. Ww _.._� ,-_� _- I_r. „,_ .- .. _ IIIA ._ •_. _..v. _,_._a- .M ANL. WN r W.4 N,I M VfA. Wtl.._.-^ 1VW--•-- PM "5 ^-4 i is r .t-". _-•_• - ,-,- -.�.. w__... �._.-r-.._ :-. _..,_,.-..ti - �, fi_,, •. AaP.� :� � :-. ,.,n : Ldp �^y llAl t �AYI6U Yil9:bl 'IARlfS 5'v< '..,. :-. = � .,_ �. VP. T" ___ 'A -`N HFLA_-_ slc..' r ,4 w r... i/ - Po-sn __�..c.._ IIIA. .___'A _._N „r ., x = Fle -__"__ _ u_._.. Era._.. Tto -1, .-z!o- --C"S " - j --z; -mn -u -a _ F - ". A -v, x a, -w � Av -w -'6'" h"_..DSM_--w=; w e./014 = � cTL'3C}1 h?R.F?4': �ein 0.;._r -/a ,/r..-- y„_- !,J /o-- YN--- _ (� TOP OF FAIL - 4315; __........ _... o1d u_ a LEGEND HKS FOUND 58" IRON ROD WITH YELLOW PLA rTIC IDEPtTIFICOIDN CAP STAMPED"BRANCH chrNEERi f INC' J:ESS OTHERWISE NO''EO FOLhO 5/8" IRO! RCO WITH YELLOW PL45I) ryYl IC ' +CN CAP ARCHITECT IMP S "" k 0 O..AI! H FITC LS 2808 _ E HKS ARCHITECTS, INC. (?, FOUND PK NAIL WITH WASHER STArMPKD'SS 2C1O9' 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY UTAH 84101 � C 1UiNO MAD MAILWITHWASHER STAMPED '"LA,NE .OvJP.I'1 PVF" ' INTERIOR DESIGN _.75iNG WADER vASVr {]wIe EXISTING WATER METER TENTH AVENUE DESIGN { r`+ EXISTING FIRE HYDRANT 623 10TH AVENUE .C)1c FINE DERARTM_NT CGNNECTICIN SALT LAKE CITY, UT 84130 -, 5PNG S.-1.OPINWATER MANHOLE CIVIL ENGINEER KPFF CONSULTING EANEiNfEERS EXISPING CATCH BASIpV 800 WILLAMETTE ST. SUITE 400 3J FOOSTPOO C :,S INLET EUGENE, OR 97401 c�'4) EXISTINt3 tvfisTFLvnTE:Y M.4NI1QLE LANDSCAPE ARCHITECT meu EXIST IPJ, GIAE`IOjS THE SATRE GROUP F-_1 cH EXIST IFIG FLLCRlC VAU rr 375 WEST ATH AVENUE, SUITE 201 S: 5TIM" ' ELECTRIC TRONSFOR,'MEN : EUGENE, OR 97401 ❑ m STRUCTURAL ENGINEER re:: CF.I5T4N0 STREET U4'LITI6i0 BOX REAVELEY FXI INQ STRE1-i LIGHT 675E 500 S, SUITE 400 5:7 EAIS'INO SATE LICHT SALT LAKE CITY, UT 84102 ;nda EXISTING MAIL 90X MECHANICAL ENGINEER d LXISTINC StIFN VAN BOERUM & FRANK EXISTING TEST HOLE LOCAIION 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 !7; ( SHNG, FIMEP OPTICS f TO-ECOMIMUNIC.ATIC,NS RISER -_ >. - -- s; - -,r ,l °�N AwA Lr f ,PE (S ZE AS NOTED) ELECTRICAL ENGINEER -=„w-----r,J-- '>I -,TING Wv'll:vtAlEP (`>'E (.:+ZE F,5 ?lbTE9) BNACONSULTING 635 SOUTH STATE STREET FXSTINC NAI_RAL IAS LINE SALT LAKE CITY, UTAH 84111 xGTiNG `NATER HNt (SIZE At NOEO) -c - ENCLOSURE EXISTING UNDERGROUND ELECTRIC LINE MORRISON HERSHFIELD -.,tl LX Sl NC ROEC 6P7iC.,fTCtE4J1,fiMUPAOA fIONS LINE 50 WEST BROADWAY, SUITE 300 -- - - L RITES [XIS 'NV i LOWL(NF SALT LAKE CITY, UTAH 84101 -- LEND % L ETi lc TOP/ UE OF SLOPE OWNER i1UE DFa)PUBLIC U I ICY EASEMENT THE CORPORATION OF THE PRESIDING S.U.B. D aOTES SPRINGFIELD LIlUr ` BOARD BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS �- OE NO TES EXISTIN CONCRETE SURFACE 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 DENOTES EXIT IN GRAVEL , LIR ACE OUNOTIF EXISTING h.S?KAVT SiRFAUE A. FXI$TINC OECLI.JUS TREE (SIZE ASF: INO+ED) :. UTIL'TY STATEMENT: r BA �, UNDERGROUND 5 oFO" HENSON ARE BASED 1 L 10 Ra N Or IE9DTl 449 4 E B L ON A COMBINATION CF FIELD SU°ULY OF i9d5ERV0.6LE EVP ENGE, D f " A LITI P COMPANY 1 O LON t<CAPS AND I" !Y MARY,iNCS BY P 1.f7111TY COMPANIEF CNE sjPvEyoP 41RKLS N4 GUARANTEES THAI THE UNDP t, OIJnO UTILIH SHOR14 C'OMPR'ISE ALL SUCH U,IUTi c ON THE AREA, TITHER IN-SEWCE OR ABANDONED. THE SURVEYOR RMT1 P DOES NQ7 VJARItANOT IHAT HE UN FROROUFO UDDTI S SHOWN ARE ' Tri EXACT LOCAFFON iNUCATI AL1' -IOU 01, T1 E SUR/E RR OOPS C RT Ft THAI THEY ARE LOCATED a S ACCURATELY AS POSSIBUZ @3,.SEC ON wYYJL46LE TOFF URMAf{pN FTP SURVEYOR HAS NC:' PH.YGO,41I LDCATFD THL UNDERGROUND UNUTIES. R,E'CISTI KF'D I R,J:ECF• 7 V "HI d JO „t DgrINHLL r 'AhRTNS 60052 .-y, 12-31- 2021 i al) f I h' t/ tf 1IltI� IY SCALE 1:. _ 40 717 0 20 40 80 SHEET 1 OF 3 TOPOGRAPHIC SUMVEY FOR: CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF ,ESUS CHRIS`!` OF UTTER -;SAY SAINTS, A UTAH CORPORATION 501..E e A35FS.�CiRS MAP 17-ta03-15--40 TAX LOS 3200 3300, '3400 & 3500 SPRINGFIELD, LANE_ COUNTY, OREGON IN TtyE SE 1/4 OF SECTION 13 T'17S, R3W, W.M_ k y + + Fe'T ICS � tl CIVIL STR CTURAL�- BUILDING OESIGN SURVEYING LAND USE PLANNING Oaktrlant Way, sulky 10' Eugene, Gregor, 97401 (5'41) 485,8383 JOB Tlb. 20-7138 SEPIfEMHER 28, 2020 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEETTITLE jI r EXISTING CONDITIONS j�iz �Oz� PLAN SHEET NO. ®2022 HKS, INC. C 1 001 0 U UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN I A COMBINATION OF FIELD SURVEY OF UTILITY COMPANY LOCATION MAPS AND UTILITY COMPANYS .THE SURVEYOR MP THAT THE UNDERGROUND UTILITIES SH SUCH UT4UTIES IN THE AREA. EITHER ABANDONED, THE SURVEYOR FURTHER THAT THE UNDERGROUND UTIUTIES SH EXACT LOCATION INDICATED, ALTHOUGH CERTIFY THAT THEY ARE LOCATED AS POSSIBLP BASED ON AVAILABLE INFORI HAS NOT PHYSICALLY LOCATED THE UI BASED ON DOES MAP 17-03-15-40 TAX LOT 400 (OWNER: WICKLUND FAMILY TRUST) 431 roM1���b �q w X i KF G C P B �ax X Ct 1' S A ww N. 20'.03'56" E, 20.38' _. 4a0 48'40'15" 41.50' 35.25° N 15'35'95" E, 34.20' C3 47'00'06" 55,00' 1 x'� g ¢ , A S 0 � a- to a O J w D h Y y s 41 e %t z z " , z C1 Q i KF G C P B �ax �=w3i .431 Ct 1' S A ww N. 20'.03'56" E, 20.38' C2 48'40'15" 41.50' 35.25° N 15'35'95" E, 34.20' C3 47'00'06" 55,00' 45.12' y g ¢ Z N a O O � N o ti V 0 � a- to } k O J w D h Y y Sz e %t z z z z C1 Q p p W W W W 4' I ' F31 itl py. N'r`wM1 ke EXISTING BUILDING MAP 17-03-15-40 1 TAX LOT 500 a i (OWNER: NAWES INVESTMENTS LLC) n' STORM MANI,OLE R M = 431 70 I Ft 12 V 42-1.20 FL 50 W 42392 y FL 60 E = 423.32 m� 4 IN �1 ti,. CATCH BASIN" (.RAI',. -= 42q.0.3 y� x a?g 41 X CURB INLET RIA - 431.90 FL 12" N =. 425.86 pq4' .. "e" p L Jin Fl: 12" S .25.80 43, 9 ' °w{J. I z` 4t n Ve i 1 In ¢ d3x WAST' MANHOLF- 4` Xw 4 R,N 431 62 .�. "b 'FL 6" 4 426.72. 4?'. µ� . J w X aN W 8' 8° � m. tee^ >" It I "✓ ". M I, 11 �) to q 4 w 0, a 432 I's3 .w W Y � �O Q CL k4^ ,,.. I ,y"w",o♦ zy >41 m"o cif.K`s yrv" ym� OF I3 4 , 7 , RI s, v I xU 1 yy °k 13 j} el 4 FA � �' J1tI { yI 50 RIGHT OFF N ti , ik ppapp' a1" kkk L 24 CQNCRETE� IX.2 e?° 11W. W. 227.67' ,sw !. STORM, MANHOLE R'M = 430.98 FL P. MANHOLE = 421,98 J /'5 r 5, S /! FL 36°' - 421.23 s n CURB INLET fi oM 2 430.94 t � r" E = 427:58 � iit)htdluVfiT�K TriF_A.�" IL ilii POND 'tis: L h`1, +➢ Xm'^ Fo 362/o1-. F/c--. Fm_..._. ✓ .,_. _._ -,....� i r!1,-.1' ' E _- ._ _.. FID.. ,. XaO fill 4 S w «; f� �f x` p a s•arau•.'s^ : x � I I �1 M T�. � y X' n La =w x X !+ •2y ^�y _ 41 ti l u !"@ "'� x TAX LOT 3200 X X x PARCEL 1 0, r 1r1,, nL.c'' LOT 1 11 1 )` I r:' `: LIBERTY PROFESSIONAL CENTER. a3j ° x 73,662 SQUARE FEET I o' (VACANT - NO BUILDINGS OBSERVED) 432 )t`^ X� O I I� h -� x Qv p [} fpr b k'a3't Y«'16 ""h d,\ ♦� iZ x I '-` /X/CUfcB INLETRIM : ;R2.0111" E ^^ Qi&2b 6° X„x d, xia^' 2' x x "t b ? X X WAS MIANHC F -- ! RIM , 43096 ! "o>I• FL 6 N - 428 8 9 S - 423 .. ♦y � � *° .I W N 9' E 379.0 I 8 59 3S 8 � I X s 1x ,q�ya ,? y` X' X X yti M1€` x eN eP 7 1 X 'Fa". Xtq II I2 eY 7( h' bM1 x/ tll'� X° 432 G t..431 � G N � Z µ r r .., - X !✓/.ted 429.--3ii A X. X �j I 11 WAS -F MANHI O I �S TAX LOT 3300 � , M % YLA 40.4 O k 3 4 P .4 M ^4- F ( N ,� x° PARCEL t � tn X •' -. ' ' 1 3.` r� Il FL 6 E --x 4 b I„ - " 1, - LIBERTY ^' x"� .LOT 2 1 I, j LIBERTY PROFESSIONAL CENTER A / 130,722 SQUARE FEET ad pE (VACANT - NO BUILDINGS OBSERVED) x4°>o'" r x { f w [ "sr x" 439. r , x I x X� x1, m aN N f I # Xd " L I X ,9%' # 4g2 .45 I x' �x f _ ,t" X4 xd , ! I,„ T x0110 CURB INIET lo t[ i ¢uy//' RL 4.32.23 k. XIPF • ° a� / FI 4 t ✓ i. FL 10 E= 426.47 I Fl I, "' N 44'47'12" W. 2$,29" "I , r ro . CURB INLET' M "+' RIM = 431.87 6 _ , $ f." 2 VY 427.9/ � .o-. ,,. _.. _. ,l t �y +i 9 _ P Y - b �' 437 soo a.- pu"2 en r CURVE TABLE CURVE DELTA C P B �ax LONG CHORD Ct 1' 30.00' ww N. 20'.03'56" E, 20.38' C2 48'40'15" 41.50' 35.25° N 15'35'95" E, 34.20' STORM, MANHOLE R'M = 430.98 FL P. MANHOLE = 421,98 J /'5 r 5, S /! FL 36°' - 421.23 s n CURB INLET fi oM 2 430.94 t � r" E = 427:58 � iit)htdluVfiT�K TriF_A.�" IL ilii POND 'tis: L h`1, +➢ Xm'^ Fo 362/o1-. F/c--. Fm_..._. ✓ .,_. _._ -,....� i r!1,-.1' ' E _- ._ _.. FID.. ,. XaO fill 4 S w «; f� �f x` p a s•arau•.'s^ : x � I I �1 M T�. � y X' n La =w x X !+ •2y ^�y _ 41 ti l u !"@ "'� x TAX LOT 3200 X X x PARCEL 1 0, r 1r1,, nL.c'' LOT 1 11 1 )` I r:' `: LIBERTY PROFESSIONAL CENTER. a3j ° x 73,662 SQUARE FEET I o' (VACANT - NO BUILDINGS OBSERVED) 432 )t`^ X� O I I� h -� x Qv p [} fpr b k'a3't Y«'16 ""h d,\ ♦� iZ x I '-` /X/CUfcB INLETRIM : ;R2.0111" E ^^ Qi&2b 6° X„x d, xia^' 2' x x "t b ? X X WAS MIANHC F -- ! RIM , 43096 ! "o>I• FL 6 N - 428 8 9 S - 423 .. ♦y � � *° .I W N 9' E 379.0 I 8 59 3S 8 � I X s 1x ,q�ya ,? y` X' X X yti M1€` x eN eP 7 1 X 'Fa". Xtq II I2 eY 7( h' bM1 x/ tll'� X° 432 G t..431 � G N � Z µ r r .., - X !✓/.ted 429.--3ii A X. X �j I 11 WAS -F MANHI O I �S TAX LOT 3300 � , M % YLA 40.4 O k 3 4 P .4 M ^4- F ( N ,� x° PARCEL t � tn X •' -. ' ' 1 3.` r� Il FL 6 E --x 4 b I„ - " 1, - LIBERTY ^' x"� .LOT 2 1 I, j LIBERTY PROFESSIONAL CENTER A / 130,722 SQUARE FEET ad pE (VACANT - NO BUILDINGS OBSERVED) x4°>o'" r x { f w [ "sr x" 439. r , x I x X� x1, m aN N f I # Xd " L I X ,9%' # 4g2 .45 I x' �x f _ ,t" X4 xd , ! I,„ T x0110 CURB INIET lo t[ i ¢uy//' RL 4.32.23 k. XIPF • ° a� / FI 4 t ✓ i. FL 10 E= 426.47 I Fl I, "' N 44'47'12" W. 2$,29" "I , r ro . CURB INLET' M "+' RIM = 431.87 6 _ , $ f." 2 VY 427.9/ � .o-. ,,. _.. _. ,l t �y +i 9 _ P Y - b �' 437 soo a.- pu"2 en r CURVE TABLE CURVE DELTA RADIUS ARC LONG CHORD Ct 39'42'54" 30.00' 20.79' N. 20'.03'56" E, 20.38' C2 48'40'15" 41.50' 35.25° N 15'35'95" E, 34.20' C3 47'00'06" 55,00' 45.12' N 21'35'33" E, 43.66' EASEMENT LINE TABLE LINE BEARING LENGTH L7 S 89'46'52" E 15,00' 1,2 N 00'00'58" W 74.90' C w ' i M1 '•J' h_....J`'.,ts S s1, �,'N -,^, s .,�w .�.'�.,n s4J x xuxio:.. __ r.Xt, ,2°. :_�_:_ 4$G.43 x 2 . : rw:. ,: ,,;.. 1 I ...'0, a< tr sr`.' }$ ipn r I:; asa.io .^ : .. r • 9♦... .. h c q o-. +,....446' i a ,:" 2., E - 4ti y.'T s y ..: yM1. 1 ..,4 ♦ .. .. `1" •:4"nffi' ... , _ 43 a, A3 4..�, :. !. G. I_ d. u p k.. k='.. _.. 9 ,l .. _0."T. -. '.:L-_ ,,. -.. ..: 7. s♦ J; :... N �." .' �` ?Y /.., i.-.. ��" !i" ,1E ��i� �'',. •Y g ox "m"`ST Via. ..;t .. .:,.. sr .-__ _ .I..+..: ... - Sr7^. s r.. :i4sb-Tc.: as �r.'- .¢raga: •-.,, . j` za w -e'er: 'i- ) A... :':'F-{'.Aw,-ss-s ,a'Sr.'.-^ ....,.,x.l'-.� :. g .'W N. ..4, °.;;, . . ,.I '', :# .. 89 $ 52 ,1k. N 69 46'S2' W ✓rvr D .. x _....... wA'.-....-;wre ...-wrr-,�-..�F --lwv' wrc -•-e ww vm;:-' ,., ran -�Na N wa �'w+rr.,4-.ww--.-bw_.*,_tm-..'`-arve r --Yr :'.Uuw ,.,.urci =.--w,---.�_S _ C �: �� '. �.- � ,. .---.': ;.._--=�£•_...TN._..Z_- .v. O - x 4yv 432 ,$.'., ',ea:: , ,.,.. -"s:,, r."4;. V );y`_`D- T�';e. '�L' 1a't�"':-,k aw `an vw r� yr wn r .:,nc I a a }.--�'.3,2z ry A' q j�/ (� q/ ,>" '43g •,fi I `, ;? u d�yl' "$pN '., • r : ' . I. ." , n o ,. 6w' \/ tV 'Pt L• TY A 1' m /h�..,aa<., 4♦ ...;; ..:, y°, „i, m° e T!' '.:F p 9 r "M f V., i T RWATi rv.h � 9 .. .. ..' .( ♦' � �. 4�:.4 u�� 0.A.r '. '"' ♦ Ma � h .� c S 1. y}, G "� 5 ! h. k"v ^e FJo H0. t/a e,y _ _ Ho-.,. .,a - .rn-. / 7 -F!N -a,,I�n---wt _W F w w �w -.. o... •r _.__. w ..._._w _ .,.w - w a - w —,n w _ -- __. ♦ .. .; '. ..6[µX _, w. --- ._-.. _. k. yam'-. _. ..__ D i w--.._.- —w "'N ;: x. �4rro 11, a n -X - yv STORM MANHOLE .4k" S ORM MANHOLE a' - a `" . CURB IN rT WAS'C MANHOLE STORM (_ CJ' B PI: ET '. , ' G v.., , . _ 1 ._ sr " R N - 431,5Q LI M = AZ92.C8 Z''" CURB INi.-" RIM = 433 37 Rltd 433.20 RIM = WASTE MANICLt CURB IN. ET RIM - 431,93 RIM •- 431.65 FL 72 N = 422-10 FL 24 W 421.70 RIM = 432.37 F' 17 5 m 428.22 1_ 5" W = 426.78 FL 18" RPM 424 CURB iNLv.[ f1, 6C iV = 477.56 1=1, 12' N = 427.76 ! 12" N = 427.73 Ptl' N = 41,6.18 FL 12 5 4276"2 FL 1?." N � 44fl 22 R $'' E - 425.6u f1, 12" FI. 6" = 424.43 RIM - 451.58 Fl- 24 F 425.93 FL Ib' E -. 425°'r r EL 12" ^a = 427.40 h1, 12" N 426,38 r1, 1z" 5 = 426:00 STORM MANHOLC - FL 12 N = 427.x, FL 12" S = 42,5,73 RIM = 431:42 - C41Re, INLET' FL 50" W - 427.39 RIM - 431,86 FI_ 60" xF -_- 423.16 Fd- 24" N 429.47 FL 24" S = 426.37 NORTH SCALE 1 " = 30 1=T 0 15 30 60 z _ a q z w 0, N » 2. a w O CIJW r-'�43Jwa� K W h W J QW�N 13 IL Wp W w2WJDFILO Y p U D�� V�41N w a z z a 0 m w, ¢DQwp _om w _ w a U w a N� z U s Jn 0 6,'N-?ti¢rewa>wowz oY©gZoywia�S,F �''.>� ¢ W v K 3 4 04 '?D w0- K Zi-Oxw<¢D(Ua,1.T- w-Za wl-ra wJ 0. 0. W h Z W O (Qin{ mW O ?DWD,.�JwIX ww 10.YYdUYwLKm -ai0 z o a W ofna�'S�xwrcr`rio zq oma. o:qy awa LLo �z. c22; KU_K a a w z a W e a SwSm oo �o cwi0ILx-�z= ,n"40 oke kzi, `ciFFF-- Imo,, .nw i2rumm F 1- W tt a Z L ^3 Fn aWMC2 Ja DOpLL Mg$oswo- Z,? F.�0 m J �'�' < a z m x Li_ g�k'o¢gw�o1�w�D z a N wow¢w<,x-c�iv^i5x� ♦(S w C.T 7 Ln _ w D O a as z �a( z Xz s z z 5zC '' kms" pa�tv'�oxoa�`"/'eo Dmhof= 'b[J 5;'O'w �_p mat 6 W CJ xr W W W W l,k wG O QZ OOVJM vaC WawCC.� a¢q,UW �ZWpry~U' W?d6 .14699 W w w W a a 7,nm'°'°ax'wwa Dvxm �a®q�Qmdzolar k I Ww a wra'LLz6h Gai j$'EMo10 rw'.a eb'' I �3 NZOW w « U o wr:� zzm v;"-3gw4 pwwN ozm 88 50'D =0 wJolx-Zewnhi"ilww jx W, ZMVMDRF- .0 a0,%o WF G & ( e() Dw F�w�z�oovw.ak/ Nzzw,ma Fny i� 0 qN K¢¢ZgZ4.K32 aZw ]<P8 4�GZDD ❑H,� Ow H'} UZ Dk,.w7�0O�SDF pO �JDb`U 2¢���hi w��W x Z 4830 wF2:-.a,5a W.Z.q'� -I-i c5D aMO�o a oou w sO pdu=- ph3Zgww4. " �g V4DIU a,4 0.aWpK. �ZZO< Q Jl ���jj f0S-ONUg3�a 09Y n LLoDv�izom' Mau ¢�gooz 'OPO �JO DZU 4 W x o`r '$ D aw D a W Z w ¢ ¢ U Lil O J w U - Y- wJ O O Z pp Rg¢ o4�'.''�?-`cz F--r'w¢w;{a ...: W rcGrc��J wV)wDWywj WLt. pQ'apa N WDOaC"Tva �I4;J�WJ 4zjRw="'ria xowi�miG-g Dax,a'n '4,.+J,r ad�!wI.I .r„xj3, �a WS� wu ni w W D > D`LgFLDzwW[nJZDq Da w�va>twva'�3�om�, miN ZO Z o01 4Q�U �a3 mSR 2 0 4' Z Vt� 'S 2 o W 2 W W W poy5 mZ 'D3 XO D a m C t d Z ID LTy4�n w wa V W U U U 3 G+ N N fn Ilhw., 0• a.Zw W O d W O 0 J V D J � F N w D a d } a z� z z z z z z a z z_ 0�;aaw ww wa CS� ga � W n - a w s- w W V ¢ S w 2 >a3 r O V h O r r�� G h F F F h N ew. 0 ¢ Y 0' w O ,-D yam 2 io w „".,s g zga�a hod �w Wu -W�3 F OZpQE D'- . @Z� 'o p1� Ex>Q4'� pjM K�OQE1¢LW Li wmaGo roYi zOa,o 0,11 o b' " v w 3Zcnya° Owisa' oowa wp)-tx5 � NU:JOU DD O,Y F- 3)�ou�� WWW WdW q%'ZD 0K OJa-W� LpQ,� 3;L.;o5 i°i F -m: m gg C3. Q zoa 01 w�02 Z$nw 0 6 ciw m C�3 Otvc-g [�e o.Z 4xh WOWw 0¢3kia.�hwa y 07- Q z ¢O ¢4 god £4j0Z WZ-ic �U UMwi [w(�]?w �w F'W O a W wr)f1 FnZ mzm aaawa0 �iZ,6 O9,JW 'MO -z } g z +�mN�D oQo z 10< ii:'QK' qao-�v w w x 0 2gz�..rv1 $z ¢ a' z'sDDw oa�zo�'%ig' Qx 0 0 /�+e ��¢QG�: 25m 80nh�c Cw.}h pa ejx Xw— a 10 W V Z J W a' O a' C V-1 UIa1" •- O "! Z 2 IaJ V 1- N w ✓I Um U C' L% Oall¢41 WQ I- ^O �D�tf) Om Wrn ,Fr1=}�ocD.sow =mw s-uroa g>,n „h' Gwd�"a� az a' d• Il. N.q.¢ c9,-'i�i' (4m Ov �a W' .,-7,551 S o sd 0 rscW>J »8 �m <d gq�6a' a6E.Nw,UW>wW zap. w a 4 p g0a� z�z 4�Q E�"awom xCN z w 3W. gW� Lxi v x zizorc`S°' z& tcoa,tOiJt,j ®k'„a.,•',) sDWN`4'Woh�h 80 ozwcDw�fl Wugn �d 9�� Dwz7aoa n. 4 > Z2 D g... J z1, I,-' w N R5 W - 2 S W - fV /) w J jW, ( z Zz a Z Y DU OJ $ 3 �¢, h $ w IaJ Q~owwa mC3� WOOy� 9Z Fa r -O "wsF J J !O O a - z J � z x z z a � Z tog w a a a�� � _ W .�.. a $m w � V D W 3 zq 3 a z � az \�° \ Y 3 3 O vigow ,- Baa jZx '"� Ezra wwww O k^��z^k.k4'y}C)��-0w..", rcq ¢J"a 4.-oa z'l- O0. a, Q O ZY cZ Z 0 Z 2 i3z'z 10J =NO JWaiU0 Ed D•�gj'NJ •�2pl: ?� wa O ! tJo( in w� nx x wq:°3'�a aQ¢ 6,0036 V0.0zo 8q @'gr 2� E� 2 2 6: W {J W W n t0 T O g � W HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 64101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. ®zazz HKs, wc. C1 x02 Z N b w 0 b� N (1 GYO kq' s I 0NQN M 41, .- 0'0 P pOW 9 aZ 5 'v z W w 0 z o in w D LU > N g ¢ z _ a q z w 0, N » 2. a w O CIJW r-'�43Jwa� K W h W J QW�N 13 IL Wp W w2WJDFILO Y p U D�� V�41N w a z z a 0 m w, ¢DQwp _om w _ w a U w a N� z U s Jn 0 6,'N-?ti¢rewa>wowz oY©gZoywia�S,F �''.>� ¢ W v K 3 4 04 '?D w0- K Zi-Oxw<¢D(Ua,1.T- w-Za wl-ra wJ 0. 0. W h Z W O (Qin{ mW O ?DWD,.�JwIX ww 10.YYdUYwLKm -ai0 z o a W ofna�'S�xwrcr`rio zq oma. o:qy awa LLo �z. c22; KU_K a a w z a W e a SwSm oo �o cwi0ILx-�z= ,n"40 oke kzi, `ciFFF-- Imo,, .nw i2rumm F 1- W tt a Z L ^3 Fn aWMC2 Ja DOpLL Mg$oswo- Z,? F.�0 m J �'�' < a z m x Li_ g�k'o¢gw�o1�w�D z a N wow¢w<,x-c�iv^i5x� ♦(S w C.T 7 Ln _ w D O a as z �a( z Xz s z z 5zC '' kms" pa�tv'�oxoa�`"/'eo Dmhof= 'b[J 5;'O'w �_p mat 6 W CJ xr W W W W l,k wG O QZ OOVJM vaC WawCC.� a¢q,UW �ZWpry~U' W?d6 .14699 W w w W a a 7,nm'°'°ax'wwa Dvxm �a®q�Qmdzolar k I Ww a wra'LLz6h Gai j$'EMo10 rw'.a eb'' I �3 NZOW w « U o wr:� zzm v;"-3gw4 pwwN ozm 88 50'D =0 wJolx-Zewnhi"ilww jx W, ZMVMDRF- .0 a0,%o WF G & ( e() Dw F�w�z�oovw.ak/ Nzzw,ma Fny i� 0 qN K¢¢ZgZ4.K32 aZw ]<P8 4�GZDD ❑H,� Ow H'} UZ Dk,.w7�0O�SDF pO �JDb`U 2¢���hi w��W x Z 4830 wF2:-.a,5a W.Z.q'� -I-i c5D aMO�o a oou w sO pdu=- ph3Zgww4. " �g V4DIU a,4 0.aWpK. �ZZO< Q Jl ���jj f0S-ONUg3�a 09Y n LLoDv�izom' Mau ¢�gooz 'OPO �JO DZU 4 W x o`r '$ D aw D a W Z w ¢ ¢ U Lil O J w U - Y- wJ O O Z pp Rg¢ o4�'.''�?-`cz F--r'w¢w;{a ...: W rcGrc��J wV)wDWywj WLt. pQ'apa N WDOaC"Tva �I4;J�WJ 4zjRw="'ria xowi�miG-g Dax,a'n '4,.+J,r ad�!wI.I .r„xj3, �a WS� wu ni w W D > D`LgFLDzwW[nJZDq Da w�va>twva'�3�om�, miN ZO Z o01 4Q�U �a3 mSR 2 0 4' Z Vt� 'S 2 o W 2 W W W poy5 mZ 'D3 XO D a m C t d Z ID LTy4�n w wa V W U U U 3 G+ N N fn Ilhw., 0• a.Zw W O d W O 0 J V D J � F N w D a d } a z� z z z z z z a z z_ 0�;aaw ww wa CS� ga � W n - a w s- w W V ¢ S w 2 >a3 r O V h O r r�� G h F F F h N ew. 0 ¢ Y 0' w O ,-D yam 2 io w „".,s g zga�a hod �w Wu -W�3 F OZpQE D'- . @Z� 'o p1� Ex>Q4'� pjM K�OQE1¢LW Li wmaGo roYi zOa,o 0,11 o b' " v w 3Zcnya° Owisa' oowa wp)-tx5 � NU:JOU DD O,Y F- 3)�ou�� WWW WdW q%'ZD 0K OJa-W� LpQ,� 3;L.;o5 i°i F -m: m gg C3. Q zoa 01 w�02 Z$nw 0 6 ciw m C�3 Otvc-g [�e o.Z 4xh WOWw 0¢3kia.�hwa y 07- Q z ¢O ¢4 god £4j0Z WZ-ic �U UMwi [w(�]?w �w F'W O a W wr)f1 FnZ mzm aaawa0 �iZ,6 O9,JW 'MO -z } g z +�mN�D oQo z 10< ii:'QK' qao-�v w w x 0 2gz�..rv1 $z ¢ a' z'sDDw oa�zo�'%ig' Qx 0 0 /�+e ��¢QG�: 25m 80nh�c Cw.}h pa ejx Xw— a 10 W V Z J W a' O a' C V-1 UIa1" •- O "! Z 2 IaJ V 1- N w ✓I Um U C' L% Oall¢41 WQ I- ^O �D�tf) Om Wrn ,Fr1=}�ocD.sow =mw s-uroa g>,n „h' Gwd�"a� az a' d• Il. N.q.¢ c9,-'i�i' (4m Ov �a W' .,-7,551 S o sd 0 rscW>J »8 �m <d gq�6a' a6E.Nw,UW>wW zap. w a 4 p g0a� z�z 4�Q E�"awom xCN z w 3W. gW� Lxi v x zizorc`S°' z& tcoa,tOiJt,j ®k'„a.,•',) sDWN`4'Woh�h 80 ozwcDw�fl Wugn �d 9�� Dwz7aoa n. 4 > Z2 D g... J z1, I,-' w N R5 W - 2 S W - fV /) w J jW, ( z Zz a Z Y DU OJ $ 3 �¢, h $ w IaJ Q~owwa mC3� WOOy� 9Z Fa r -O "wsF J J !O O a - z J � z x z z a � Z tog w a a a�� � _ W .�.. a $m w � V D W 3 zq 3 a z � az \�° \ Y 3 3 O vigow ,- Baa jZx '"� Ezra wwww O k^��z^k.k4'y}C)��-0w..", rcq ¢J"a 4.-oa z'l- O0. a, Q O ZY cZ Z 0 Z 2 i3z'z 10J =NO JWaiU0 Ed D•�gj'NJ •�2pl: ?� wa O ! tJo( in w� nx x wq:°3'�a aQ¢ 6,0036 V0.0zo 8q @'gr 2� E� 2 2 6: W {J W W n t0 T O g � W HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 64101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. ®zazz HKs, wc. C1 x02 o kq' ti W w 0 z o in w D LU > N y J d h Z N a O O � N o ti V 0 � a- to O m D h O J w D h Sz z z z z C1 Q p p W W W W 4' I ' _} I_ z _ a q z w 0, N » 2. a w O CIJW r-'�43Jwa� K W h W J QW�N 13 IL Wp W w2WJDFILO Y p U D�� V�41N w a z z a 0 m w, ¢DQwp _om w _ w a U w a N� z U s Jn 0 6,'N-?ti¢rewa>wowz oY©gZoywia�S,F �''.>� ¢ W v K 3 4 04 '?D w0- K Zi-Oxw<¢D(Ua,1.T- w-Za wl-ra wJ 0. 0. W h Z W O (Qin{ mW O ?DWD,.�JwIX ww 10.YYdUYwLKm -ai0 z o a W ofna�'S�xwrcr`rio zq oma. o:qy awa LLo �z. c22; KU_K a a w z a W e a SwSm oo �o cwi0ILx-�z= ,n"40 oke kzi, `ciFFF-- Imo,, .nw i2rumm F 1- W tt a Z L ^3 Fn aWMC2 Ja DOpLL Mg$oswo- Z,? F.�0 m J �'�' < a z m x Li_ g�k'o¢gw�o1�w�D z a N wow¢w<,x-c�iv^i5x� ♦(S w C.T 7 Ln _ w D O a as z �a( z Xz s z z 5zC '' kms" pa�tv'�oxoa�`"/'eo Dmhof= 'b[J 5;'O'w �_p mat 6 W CJ xr W W W W l,k wG O QZ OOVJM vaC WawCC.� a¢q,UW �ZWpry~U' W?d6 .14699 W w w W a a 7,nm'°'°ax'wwa Dvxm �a®q�Qmdzolar k I Ww a wra'LLz6h Gai j$'EMo10 rw'.a eb'' I �3 NZOW w « U o wr:� zzm v;"-3gw4 pwwN ozm 88 50'D =0 wJolx-Zewnhi"ilww jx W, ZMVMDRF- .0 a0,%o WF G & ( e() Dw F�w�z�oovw.ak/ Nzzw,ma Fny i� 0 qN K¢¢ZgZ4.K32 aZw ]<P8 4�GZDD ❑H,� Ow H'} UZ Dk,.w7�0O�SDF pO �JDb`U 2¢���hi w��W x Z 4830 wF2:-.a,5a W.Z.q'� -I-i c5D aMO�o a oou w sO pdu=- ph3Zgww4. " �g V4DIU a,4 0.aWpK. �ZZO< Q Jl ���jj f0S-ONUg3�a 09Y n LLoDv�izom' Mau ¢�gooz 'OPO �JO DZU 4 W x o`r '$ D aw D a W Z w ¢ ¢ U Lil O J w U - Y- wJ O O Z pp Rg¢ o4�'.''�?-`cz F--r'w¢w;{a ...: W rcGrc��J wV)wDWywj WLt. pQ'apa N WDOaC"Tva �I4;J�WJ 4zjRw="'ria xowi�miG-g Dax,a'n '4,.+J,r ad�!wI.I .r„xj3, �a WS� wu ni w W D > D`LgFLDzwW[nJZDq Da w�va>twva'�3�om�, miN ZO Z o01 4Q�U �a3 mSR 2 0 4' Z Vt� 'S 2 o W 2 W W W poy5 mZ 'D3 XO D a m C t d Z ID LTy4�n w wa V W U U U 3 G+ N N fn Ilhw., 0• a.Zw W O d W O 0 J V D J � F N w D a d } a z� z z z z z z a z z_ 0�;aaw ww wa CS� ga � W n - a w s- w W V ¢ S w 2 >a3 r O V h O r r�� G h F F F h N ew. 0 ¢ Y 0' w O ,-D yam 2 io w „".,s g zga�a hod �w Wu -W�3 F OZpQE D'- . @Z� 'o p1� Ex>Q4'� pjM K�OQE1¢LW Li wmaGo roYi zOa,o 0,11 o b' " v w 3Zcnya° Owisa' oowa wp)-tx5 � NU:JOU DD O,Y F- 3)�ou�� WWW WdW q%'ZD 0K OJa-W� LpQ,� 3;L.;o5 i°i F -m: m gg C3. Q zoa 01 w�02 Z$nw 0 6 ciw m C�3 Otvc-g [�e o.Z 4xh WOWw 0¢3kia.�hwa y 07- Q z ¢O ¢4 god £4j0Z WZ-ic �U UMwi [w(�]?w �w F'W O a W wr)f1 FnZ mzm aaawa0 �iZ,6 O9,JW 'MO -z } g z +�mN�D oQo z 10< ii:'QK' qao-�v w w x 0 2gz�..rv1 $z ¢ a' z'sDDw oa�zo�'%ig' Qx 0 0 /�+e ��¢QG�: 25m 80nh�c Cw.}h pa ejx Xw— a 10 W V Z J W a' O a' C V-1 UIa1" •- O "! Z 2 IaJ V 1- N w ✓I Um U C' L% Oall¢41 WQ I- ^O �D�tf) Om Wrn ,Fr1=}�ocD.sow =mw s-uroa g>,n „h' Gwd�"a� az a' d• Il. N.q.¢ c9,-'i�i' (4m Ov �a W' .,-7,551 S o sd 0 rscW>J »8 �m <d gq�6a' a6E.Nw,UW>wW zap. w a 4 p g0a� z�z 4�Q E�"awom xCN z w 3W. gW� Lxi v x zizorc`S°' z& tcoa,tOiJt,j ®k'„a.,•',) sDWN`4'Woh�h 80 ozwcDw�fl Wugn �d 9�� Dwz7aoa n. 4 > Z2 D g... J z1, I,-' w N R5 W - 2 S W - fV /) w J jW, ( z Zz a Z Y DU OJ $ 3 �¢, h $ w IaJ Q~owwa mC3� WOOy� 9Z Fa r -O "wsF J J !O O a - z J � z x z z a � Z tog w a a a�� � _ W .�.. a $m w � V D W 3 zq 3 a z � az \�° \ Y 3 3 O vigow ,- Baa jZx '"� Ezra wwww O k^��z^k.k4'y}C)��-0w..", rcq ¢J"a 4.-oa z'l- O0. a, Q O ZY cZ Z 0 Z 2 i3z'z 10J =NO JWaiU0 Ed D•�gj'NJ •�2pl: ?� wa O ! tJo( in w� nx x wq:°3'�a aQ¢ 6,0036 V0.0zo 8q @'gr 2� E� 2 2 6: W {J W W n t0 T O g � W HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 64101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. ®zazz HKs, wc. C1 x02 IF1LlrTArr�r: N G }�. r_5F Y. v... -n `i.._Sf Wl -X9 -... Jy 11 el' _5-a•^-S:-ST__l_I,-9i--Si.-._-bT_._SI- ST--W,11-.._Sr--.-Sr-.•-yi-IT__ii._.S:1-In -SF--3__61. , .yh /11 41 THE NNIn RGRCUND UTILITIES SHOWN HEREON ARE BASED ON _.-.,, - 1 .� A COMOWAtION OF HELD SURVC`r Of- OF3S6RVABLt" £V17FNCE,Ill UTILITY COMPANY '.00ATl N MAPS AND PAINT MARKINGS 0Y I CUR'tr iABLIF EASEMENT LINE TABLE ST('nA4 ,9A'sHCt_ v� URLITY GOMPAN€ES THE SURVEYOR +AAKcS NO GUARANTtES _--_.7---,----F--_ __.,. _w- ...,____.., ._.._. ___-_ _�_-_ „� THAT THE UNDERGROUND UI'UTIES 5H0'NN COtdPRi5E ALL s '- 1�° AFC{; Li}Nv CHORD L1N� SEf+,RING L.kNGTH SIA{ 6:5f?.98 I GE3R°ee_ DELTA RADliF.a _.._..._._ FI as , 12s.Da UTILITIES -}IE AREA, EITHER IN-SERVICE 4R �______.;�._..--�- .',-. .. __ ..__. - SJCH U ILI,IES IN I }' ?.C.3t1' LI S d9'46'52°' E � 15.UG' fl v0" 4ti = 4,71.9A 0 I -i o'f F-" T +1!.aEERANT T,SY, LOT 20t) C1 J5't'2'54" ii 3G:G(, J_0.79' N 20 ©J 56" L ABANOONEU. THE aJftl E'f0., .URTI4ER 00..E NO ._.p._-__ _.,._.. .. ..FAT THE UNDERGROUND .UTILITIES SHOWN ARE N lHE PANCEi_ S i -- --.-. .- ___D�_�l ---__.� a ,R _ _ C2 t+H•40'1.:>° 4M1.3`S.?5 N 15'35'15" F, u<6.7. J' I 1-2 N UG UG _ lJ �_3, 3,,,G � .. •YOR 0065 , 6.,.. I -. .. __. __� ..._...I. EXA,.T LOL.A°ION INDCA ED, ALTHOUGH THE _URIE LANG P,4R I,TION PLAT 93 P0421 . ....p. +.. .___ .__ t- ----- '. AS ACCURATELY AS OWNER : CITY CY SPRINGFIELD I C3 � !7°04,06" ! 5 {0 ,12'III 21J"'33 L,PJ.PG'CERTIFY THAT THEY ARE LO`.ATE€J POSSIBLE BASED ON AVAILABLE INFORMATION. THe' SURVEYOR L ,..- __..-.1--__.......__._.__.._.-._.. ______ _ -__ pp HAS Nt71' PH"!StCALLY LE)CRTEG ME UNDESGROUHD Vf'ILtlte5. `' ' ."" 'P b' n` y,^¢' I , x __ 11 I /� `y , e ^r X _'�_ 1 !> n ^l ,T; x' y x x lll , z u2� a . S SFS 4f '�'ARNNIGS. i ,.. -. ._. x _ _ PER PIAT OF Li4TLiYlY yi'tiCYGtS5M7Nr3L d„°?{5� � -m r ;'.,, _. - _- _ _... , ° r., "1 _ 'Si ' r. ,A' . .. ____ .-tu'.�.o... [ .. .,r 4.FC-E Gl,l-E-A/0_E fAlj :._429 'l, Ij rt� } T? POND, IVL I]+0 E' 9Sl,J __ ' _..._,. „, °... - -'I° -s la-__. / -'_ ' _ - 1 E "" '" _._ a--,-,fi-. �. Ffr'-_ _. ., ,., _._$ ,'r �,:.:. ;, .�'Z.I,EiiIAlLl�l( f N $S%Lb -?:-- C19:i5C1 v.0 /F,.�-'-----,.,.,..._.�, e _. .3.I lir��i TtlT\{.�. _, v -LI __ .5/,_ ,- sr<;,_....,/o_,.__../u._ria.- /a- J -Jc. _.. ., - ,SI I c, J Il Iry Ef•"J a' -.: .._ _r/c:;,._.. 7-v r ,/a ._Fre-F/n--` r/r. £^- .__ _ _ _.. _. _. .., - dl" -- ._4vI Ex 11 - _ -X_-..._ _ _. _ ,i. -_ , ... __ -_ >,.. - „�' 4.,' ^"`..' _.._ e t _ s "/n--- v/a n ! v •tv ._ C-. °° 'L j ! 1..11 __ . _- [ c Ili fa - J _ .. ,, E E _. 1. _ .. SC . ,x„,a"y,,,,....,,„�:rm.«,.,,s� _'.'"`.N°„�.' "r . - ' - .E M1._ ,_ ' III _.. E/o_ FJo-_ ,/"----, /o ^ ,Iv . 1J:. ._ ... -.. .. _ _. _-..,_, /c _ F/o- r b r ,lo r - - ...... ..e .. {;` _ .ry -. _ -. r1 ) .I - - r .%1cw C c U 3Jo I 11 E Cv. -_-__ 'O" vla. Fr= _ -.- v , ,, ::;F:.+} �3'i z _. _ x9 _. . _ rro---t.G/t rfa.-,...- ,,Q',,,--1 9,lO_.. -_ 1 11 , _ .. afA 9 '.:`.i .I„ „i, t.. ",_ _.. _. _ - ' l � + __". -. e' l" -- xm,ls ° 0.. o, _ _ .. v4 . .,a ,} .... _. 432 _ .. ... ' i II -. �y01 _.. „fin` I ; � rS h II 1. ' I it � .,. k ;e°' -i'p3._- __ ... __..._ - _ x5.__ __ _ _ ,:?' S" /. _. - _ 3C -x __ _ _ t ,dry:' ,X .. _ - yh .6 eryC4'."y qP: , I �' - ' I t �A i SII J.✓, ( I �I j 1' I � ¢4 1 1 fi I;� 1, r : � �%' I I i. j y. . I X ; n 1 �r -'v7A _ r .,JVll ?N. al g pt a I. II L 1 °� -.Xn I, rou M1 n 1 1 CV n x" Lh^` %%T _ 193.- __ L I ill '''{ r �,3 3' ,. ,QI ' 9 ti , dl"' ry ,i _ I I XI fi I= .n WI I : f l i t i I !' a I I'1 '.; tI I I 1 FLai t I 11 `✓) RE v a >. iV .. LSi` , u 'd -F c. ,d .a3'r .., _ , ' f _. 1 , yF I -_ 7 II " I TAX LOT 3400 , ,I n 11 r_ II i I ' v ei'' x' x , _ m f xn ode v^", t! ''.. r. XII ;. IIY !oj a il'� LOT 3 F1 Oct, 7 r 4,',,,,.„,.. ."i I 91 I,^ ais s :) a >;,a.,A0 LIBERTY PROFESSIONAL CENTER F)C>" �_" .UhE �, � `� -... �` 1 OR ; ., ns, ` , , 276„h23 SQUARE FEE Z4R1":"' 'E I.,n. 1 1 I \e C', ,�„ yw _ (Vp{;ANT , NO BUILDINCS OBSERVED} ,yll (5{iAtiED �°` °, 1 ! I' ', t+7.� ,W " d ... ry y., X' 1 IiI, +,. 4i x' �Ip6 -. '( NA.=7F iIAINl 1{fL r" 4° . ,., , A :?° 1. il .v. .5 i , _'. __... ., ._... .. _. 1 .432 ,s f', H.. z .f x Is C7 - 1 t,, I:. I _ . I '.I ,' ` -.:, 0 � III'P I I I.I , I II may+, ..w..,...:+- I .. 1 I rC N ',�. rt rv�'IX' h ry N o r : "t ,4'' g ,P �' k xe> x ), J<I, i ", I F, d,.0 w a'v I a (s/ :. x ,,y , , a',, I ., '' ..- r to 7 ,' ' is 11 I. I S'QR I I;r r1P10€r '1" ,I a " 61 .1 I„ _ 4 2 as ::� 1 1 ) r T.., , ._� (: r i �I, II ;; -r.S rI_ 4F" 5 d'23.� 1>� 1.1 p.J yna,' , I . J Lt j a , { ! I'RL 11 W , 42r �n "L'' c"S' V m% •...:" "ct o ,~r' , _ I. - FL 48" h 1.3.56 1 ,�, , . ' , e.d A �; c,1 ,'..1 .. X ry ,„, ' ,l ., r. , ) i+B `n .°' -_ , ` ds "H'T,F I' v .I X ,' I` y,, k° i, , r 3`'J „ o E *E. X kv'.' x x i `z Ix -_ a61-_. l I u , .! s j I 1 (: x' E J, 1, ! 4 fi t'I cne_L ei9`'C3" Eo S1 ,39' )A ,•,y0' s •, i,ry'r' v. __ ,%X ..-' �.,.., rv, ,, ^+ a?t krv, XA i, s'. �.aXI •.' 9°i _ ,amu. I N! Xn� lir,r'L� -... " _... X. .,, ., :..-. ,. __._ .. ._ _ , „o. _ _. __, . _.. _ __ -., ti,c.. . a,an _ ... _ X .0 ._ ...._. , ... ... v S 0 1 e%° h,'.;):: y aza su 430 _. _.. .. .__._ _.....- 'bt _- r ,-i.,. -- , ." e .m. -,-,r »1,.^,.A.." .ems....-`- ,...,._ _ e ._.,. f ��.-rF�' .^, J_ _ �.r,,,�,:„- a.'..... E s.., `ir _ e _ ­_ '. - ...,.w.,,_.,.,.._.-,,. ..,_�...:...., _ .........,:e_...-..., E ,^,,.„...,,>r«. �,..,. .....,.„:.. - ,, V1 N ,A ,,,I, -. nstiu _. .,330..49' , ' xow 133 '"� ." 'a � ��'�� di aTa.-3t_ -. __ _- .. _- 2.6�,5U 43G-- . T°'f'" rv^ { +..ix.7an,� "E, .k.m 4a'.zz-... - .. ".. __ __. ...,.. _ .. '._.-_frrv% '.':. _... _.-. __. .. -_. , .. _... . ,_. hI,,K ... � '3 I --v" 1'-. s,�,-� e,. t __ ._ _ ._. .. nw.en, :,rva,.`` R34 `�,.`"._. . ...-. il, i � I, ' 4FP° l -1 {"'}i fes' I`` P 2.• aOI , ' "iL ti, W v `. w 01 "I ) ' li: , , ,r,,.i.,. AF11NFl6i... ,.\ a s. ,,. 3 r. 3 f ..., '"It,e,. . S 4. _ Y v' 1* , " ,tLd }3 ..1a y� J ,.... � ' i; ' I"I. f• h' L&.3O 1, ? :. ro. ( ro. `11 1'L Gt' L C-O.SG .°°ina 7. °- e+ "cXfS'1'{NG +3UILUIhIG " > ' h ai . I "'? 11 •311b'. _-d 1 LV e .s+^' t,;. 1 r ,, I . , ., _I ..m' m )ly bn ro r 'f' "• ,,d1" In 0 rv.. :° 11, ,,. Li a' r' , A2 o, E. M 2 I Y' yu 9 ;hr"' ` ' ,.r x° x x4 x , i " "I , x � :." j , I x+' I ., RL3,�1 97 "I, 1 St " -� ' , I� _.,- _<.. , RIM , v I �j ' I , 1 � .... -,: rJ 4' f� rt rL 8 r = nscas , � Iff ^ry •y , a. I t.-,. 1 11. �,..i;1 ,... V°iit.i ,pi I� j12T_.V;t�' ,:1 5, Ie.. , I ff, Al11 I : �:r -1129 La I , ttt n7 , O -, t LCAT" 4 ., I I � J �� LIBER f PRO�"CSSI€)N:4i. dmi' .§: i " t1l - F lO 60,730 OUARF rF7 t loo, C / _v __ Ei 'it. Y NO eCIiLUWGS OBSERVED) ,li�,_...... b _t. (. I• VPCAN 1 4v , / X t , x A � 1 a '2 e. 1'' a . -. ,.. ,. III ,, I a, , , r' H '.. i . t X 6fd ry ( ri' I t. :' � h I, ry V ,,j' •.P' G," X ('.a@• 5:.1.37 s •1. 'Aa , UAW r IL �F. SQA � s? I I� 6 1 ." fr, OF I , I K ... ,..x _ a `V ,` a1 i V. •. Y. 0 �� 1 I I i - i } Ill � -._ . II� I I N - IhAa. C. PAP U_ s . '.:. .... A, .. $ ., ....,...-. s S fr i¢ hI:A n9 1 : x :. „.,,. ^ k3¢ ,> �. , :��"„ � , 1. _ . ' �Jd.e.,,.t:.I ,. , ° Y 6 r. .,.z 0 .,.,. T III ,. , . ei.-. x , ,9 7 w 4 11 rr< - j r /�/ a 1 '.} 10 n� 1 *,,y2'Fd nsr na _: Ega;,.n'a a r - -i: IN ISA a • a C,ILO „„{.0 E: I / - n r .j : I 5 le: _,,1,,. / y. . _ . L_. w I , .. '11-1- 11a. ...,. .., , .4...17 m __ ,. ... 1.. _ ... t� / d l;I... ,.. , ., ....: e.: i nP a. ,, a.. .-._ __ ..., _ _ ,,ut.r4.. o c f _I. __ 1 __ _ _E_ -_-__ Ill,ji -_- Y r, �° I r v a Res 2 .� �cP' ..r n .M '--:ra•- c w,y .._ b,r _.._ Yrc_'__. cn.-_ fl �.,,+.,�. >-. 3y�S x,y;, r( t' .>.. ya.' A nk (1 'x " ^, n t � X. 9" .._ .. P.... - ry �. 1. ' 1 a-, ,, -.. .. ti e< ,-.a w! "K t._rJy H. ..,._ =it'^ . r/o-^r r s'+''/n- • pib-_ sio 2 -nils; h/o., F/a rr .'- y,'� kms,... ^ , ,.., x ?rP -.. '= 'i#- --`r_. `-�*:irFX _ r `arta Aa nytzz r ' h3 'F ti d: _." ! q. _••1: _-., 1i4,.".-T.::iY+ J.' y_. `G.�'....:F i. _E{ ;.,i x P'J�.• Sa t. 1,�E G I_ / , G,r FJ F i:,n... _ 11�, e c s rixi4v ,%nn. 4 /is'. ` �.m„_.rk r 5.<.'^rm...ehr._us `a r '•l ;.a=aYs'a- �: ;5. afro.,,.: r.'S'.'" `�' /4 .....a !b ✓%a'-.- / ,%' :rU �__. - ......F..,.m__ ,,5p ,,.a e..r. Y - s e,�uns"tP .--cns "-.,vs "« ±`.- -* .a ,I vs ,. u'.s a ,,.s.. �__. - r, ( - ' 2$$, i3rr as z, .ave �'., M }';e.- �3e wX. kn,r s. _ e 'E-----^^�$��� 7. V"`x%v i- Al _,..z 2G a a _. __ salisvt h -s-.�3 - E �n L�- eY'e c� ...� a ---A - 1 s A„ �` nane . r,_ ��ySt />f , e ° '" d' 7 n 12 + ' ,n nn s .. n -) I 4.53 _ .° f d sA3° is ' ny°3 ',2,t 4 e'° e - c - Y ._ s .., yx' [ p k' �( {re wI ,_a nom- r an - er -- ,ri ,- a xw .v, x ai 8N ry r M as rnr' Inn { 1- �,r,+ _r" {r -IM-1--w"f k 11 c , a _ , ww - wa 9 - �t 7 \. ^m ft 2;.�PP nI+,IP rrfD`K ✓ARIc4 �41 :R A"`_____I ae` I` - % _- . i 1 v / ,sry - / S ' \ *, : ',n% r,iL ryr,Fa4R' y.Y� nn / ll, Ito- FYi% ,{ni ,7ro F1' ��, s J �"41£ "C�- _I4`'_-`- `➢ _,b-%.�,. �., /( a ._ - . � P '] - 1 /0 °_ F/U-.._._. u I n t rro f,ln y° .,i(T 'y � � g-, _ 41 =_ - .._ vt; - ..e--- > - -. ry _ , � __L _. Y! N' -._, x- ..- 'N __ VI X x _.- v - 1 'l w /,X_ _ _ - ___ JJJ _ n __._ r{ X V -,� - x - - w w - ._ n w 'tet { /,a -w - /I n c UR9 INIFf - k hFSfa MFJEf 4LE ti- STOrhi h1ANNOLf `q� .,p"? '� - rro "s %o --f/o _.__ ,,o tJr-„_ r TG Anbtlil 011 fro- +'no - ;ro- -vt A 433,.3'+ RIM 435.20 RIM 4.3.3.03 PT. RII�1 - . n ,P"r°" -. 428.22 F 8 W = 1?6.39 FL S' W = 427-70 2, F` Cd =. i28.14 N = 420..22 FL ° E -= 476.63 FL 2' N = 427.07 NII I I v � I IA' L(T 3660 Ty I i7.' F{O Ca Y PROFESSIONAL CEN'ER 0, � ( `O 200 IN IRMA(,ONAL VW(, LLC;.) ,� =Qf1,F N <t I > r, ON" yq . dy.. k r,'NN "IlIll, 32&50a t`A''m _-/NL) 7H SCALE 1 " -- 30 FT r C 15 30 60 U.I X_ II - L! ltr Y z {i i ZLL zN "IUB U 0'«, f'o L1.i UI J +f 1UJ`%1 >-.j(O } I Y , r � r Glu ..� 0 L. L 4ll' = i s to o .G. n 0 F - t I on w > �+ r, < .I 0 165 1- 0 Z :-)C: 1 O (f'i 'ry r)LaLr.. 1w 11 j il LJ w Cw'. c0a a I � � - 0''..) %:7 0°5 U7 4'9 0 Ll.t. J Lu L4 lVL L .i 2 z z T n JI -t u it I,Ll1 r n 1 �11, ,2 x m a I I U - 6 I i w BI,In III 7 Cry u I� z N K W z i, 4 w 1, 9. tj N Y o `� " 11 5e s. ",i U r.] CJ rl u. w w u a , 4� 'iiL 'F'+ w z !y w 1_ t J - t z n I: u� a � "I n. `J t 4: 1 '7j O F? 1- J w Sl Z 0 ,:- 1- ' .r cs ¢ a a w M o w T. a s s m u W O In M {r j, R` T eJ w u s Y_ U wIII .l .'J Z z zE u a x 1 �z v U; LI 11 u YnA v, z z J W W .V Yl 5 W IBJ U Q L 1:I fP' - 1 (1 II i I to l, w i I ? l a a r, -c u w 4) OC I- 1_. n. 2w2 11 ry0 b'°. w ( li , ww w 1._ w C I.11 6 f -l'x uIn 0 N a -4 l Li,y , T o G- c, w 4 m 9I Z 5 C1 - \ :3 z , It s w s U in J "= r r� 0 C. ill I) wS ,;_1 Q w 1J ¢ y ll l v lll z, r1 u G 2 W ,c O = ✓x -, w 4 n w t r "' N Ut4 a ,] z• 9 x 0 `A ^J U "D 9 C, n n �,', m u >r IX0i-X1 n Li " 11 � w ix, L.: w C'. S W I 15a l�yii z 1 , T L y a v V cJ A a a r, -c u w 4) OC I- n. 2w2 , ww w 1._ w C I.11 6 f m 8 uIn 0 N a -4 Z 5 � I, lL 5 O = ✓x -, w 4 n w t r "' N 6 n �,', >.J I . 8 2 5. Z5 O z In, v Fi x z xw , T L y a v = cJ A Z UI w m m F L5 3 � `di In as na. - >1 a r z z d ^"- 2 i '� 4 l/1 ra ;k Ul o i' a ,l :i x T� n En o 0 4 A < m _ I 4 H ,, vV n a 4f ,y y� y i OIJJ l- 1,4dy wW y t) J Ci S. Fti 1''-k.,FW (..+ ro ✓1 1 J 4 j � 0 2 [J tf3I ' (1 (J , i}' R , J a 4 IY U 4"4, ��,C �.p240S 440�'r2 �U.% Qd zw X'sW " it: - la, C, U w Q LL I- h. -D, O 1 LJ - F., ,-,D >. U I. s w LSI U1.. w C. � I z" x ,n S O 5 O 4 J, It L uco l"'It-�wzi ,re al -1J ,w w'ilswzd5a z°=_'•. CJ.Ili �(Lb?L-3L,a C,n 6. r Q. �-CwY ci or.T24L. LJ i,j -jf �; l n it t`waK'iaJd TC?)LL'.. Q ro :`�txi. U�DJil,�Vr w,. w�t :tea `- , d'rl�}e,r (U✓i=6UN� Oc,~ 4�N,KJ LL31.,. uS �` FRw'A.N �I al. m " a J sn Ei a r, c 0 CI �S. ,0 V, J -1'a VT WJ' TE'i`t `'�-"].'. Z.3°.�.0 ^�i, �2{'k .KJf U L A. .mom r7 q [{z� jH I w K-xj blJ' (A CLv,E)- - ,i,W',0.1J p)i@Iu umm crJS-j"�z Li ik Z, d Ill0 ,_ Nw0r9 "ac'wu C' z 15�e... =�t;Jq�i pztn¢ L F' V ; U W ,' Oa'=U,5,3Z..°r.wrlb,g'I >f. OI,w 2L moii,,.. U V.' D V �ti G O fin' S g P- �oca a jJ,ZKrJl57 ;:,, ai¢ <mr ,_R h rr�� i T11 0 U,vQ��u mr_���gL,T sxgrvw �+, i°. r 7Wztn l rc .. Ul" na{w"'oww"IA ci uq4 '' arx:' ea SroQ= I LnI- I Y 3c.I FrIV Q. aS�w, �5W�'r G.w 6It!C2 Oy_,.i I rNul)l,il lse%.ry l-w'+O JhS hQJ IJQ2'a"'K .IJwill'41.'`. Jn LLq Ems: "Ci c2 rU .ry -. wUwa-"`cri w�O a. u z oma.! G�I,�", , g4. 2 �j I i.�,14 24JM �41 ll tt�� p,D eT ti o:, cul 1,j is „3 '_.r�Qq,F a au]o1_ In evW b"1 x1:1, t, E;w Jzee fJ ur_ D �rF w 1-, 1. m ©4J �, µtZ J d"`JL!61LS,J_d i++ fl..'.{i � G,z yj'- L) �Y tY3 L� I .i 'fir, U u.f On Ii: taJ 1- CT w f> o r I- w .A n In to-, 4 m .n w cl m m Ch F- �_ 'ln J]>xLn U� r^fOt- wC%UU EUO,EltZ iR.za'Sceal:..' ,5I�oIn�<CiiwF, rx0¢ a o n a r I._ InG urpi4 ow Ewr S`a aui cxi'Li ,'morn +n ,wn °1 L21- ;a I�O r. I-; ,-ul�e0., 1�. �,,�-'QJ"I - r.i "'- iJC a4 W�''`z'tJ aO -i}Ci G.'_ ! L xLL tSi 4hH O a"i" V 6 fY On,0. q. �a 1... ,E 4 i S Qom( xI, wr.c � ,,n wC l.e r'uo-','z zntt ui-,.. a,`�R- LsJ :f O � x Vf i K<01 fJ N , a%4 .� 2 t_ ,_ .O {G tJ Vl G '- J w•. rn vJ 10 w :,. w *; +n iu o 1- .Te Ir Le > 4 - I- lll L. ate, K84.11d kGE3 n,W 1.I IBJ nt-m t9f J . wU r,,W yL1 x(>L?OKm:I'YC'+x.1.0 L0'a. InxaoW/j tCI C�<4 UTJ t_1 „ <aat.�t-013ao:"•cmwa '"�f-LnwJ�_2suouavz¢ t N y d• I- _J h a La 7 Of L r . J ems'- I'll lJ , a' l,i ,, w, m -1 °M oS Qwv+ Ull, U,.`_�Nt= .^J,\t`1 d0. cC-- 4 a w w l-, 'a='Lw.. Li SZLy .1,,Low 7sq-, - xw h0R4 U '-' JK I0i mO j..- h' T L I_,L Oy JL]"Ly �5w O vl'tc -.." C) (�I 0?c! CjJ 't7 CJ0 , pFs'' �G0"a`-, Ell W. ti'ry� - : W lry1 Pm p4- t rv,ad> F5 (L I .. U "5 °LL: m n N ^5 w ` -!u �. Q w v. {.... rz, •R 0, UT ut O`7 Lilt fz5 4' n, LL. �:IxOm p0 rnh Y- IYv _r'Uwn T rA ,yJ�. f) I'- 1' +.7 ". Ill,L> !3 , Y, ll Uf � dt,, 4 0 2 .S Q'A C5 .2 mom% VI �, XW a�<j_ QU�a2_ r,, ifT 1�; o G z.%, tzJ d"_.: sm„ p rn c r - '' C �•CQ � r, >a,u 1_ L;C,-C lJd,. 034{-, u . 4 .:JO7. ¢ f/'' -,o mY.:,z ,,(/f T tV-r! EQ u - 1. U. '- GJ m u I,r.. C.et'1 rF te{ M Y 41 D. L to O fa O C] w' O •{ K u CL -% O O CL d. O C) 1�� K FtY-"4 pti Z,yy "-- ,Y rY I-, ISU In , -I E I W'v CS Z C, C, = s u z tY� n m v iY r- �-' J .J. J. CJ 1-:' (, K lTl .T dl. L+ P, Ill pp 0 o u. ,'r 'L w +� G7 ""q' li } weir, � "p 'lu? vi =+ .cc ou i".1 $� ft G , OO x of i lY irll Yn S p IX rr' .;J 4 4 �.t > 1 [. �c.st, lr�OSI a,J rta W�Wf, v]4 -,p.- -'..i I U. i s 's.;a %. `_ � ln a ~ CI o 'a C a `a '.; w u. - r M1. 4_. .,a U7 UQJ 01 rR p. hrc L, Spy U p y"P `^n ra .,J .�aq w.� ,z rpt }v I� br oa cc4 al 5wwhU U Z ¢1 r - In. w OWEI rt�J U.. j a E.1 , f1 U, � � W ^,`, r0 w2° `Ce1 , a fa Sd, o §- oLL �, °" z�F ,iz5-fi+ , MWwE`n, a 0w �'��T 1 L.�, Ili .IQrt a Ea'')' r3i1"w o&^dazu ml� 51 oa�Ill Z , J L_ U Ca ?Z -1 GU Y G j CJ I-1 a z In If` '_ �?ry O i] Ln l'�°A Il w ttl yy 1-G GIi � 7L ^,L x.I , >nUh 4:w bx, ,5a u¢r�, 6'.E &J �;7 z Le L °T4 Zl7 I,,`'Z, V,M wv'e_a�i' b2 "tw w rJz zo. w, `..rii'C,`"-,OC?.,'YL jl_y j "`EE6 ="5OW �`�f00-`�i+,I'i I WG+?Y�4 aOlY Q. CI'GL11A O¢_Z,3 I.^3 tJ->!.6 .--7 .9 2 L i r Ili rn t^y. v Iii iw L I-% L3 IDINN 6 III N m z w r D_ L G U n a). a C .m 0 x 0 3 m w " c, 6 CDI0 02022 HKS, INC. I HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 REVISION NO, DESCRIPTION DATE PROJECT NUMBERS MKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE EXISTING CONDITIONS PLAN SHEET NO. C1.03 ➢nS 1" F e { v $. L,. a }i e w K-1 ;i; .Fed .?Oi l r.> Yom` of e J 3r E=4,256,659.86 I FOUND 5/8 IRON ROD N=893,266.33 N=893,271.31 ... 4 040.92 ,.:. .... , M ,. -" ,.. x ..... ,."a,-�n ,.. ,`. E 256 .-: ...,, ,; " .,. ... n.:, .,»., .... ., ,;.f. . , ,.., �. �.. .,. .. r,. -.. ,..,E 4255678.23 ..:,..:. ..�, ,,.. .. _ .....:. ......: z.,+. .:.,,Y..,_. Ys,<.,. _.: .. _. _ _ - t .r•� «_ _ -� FOUND 5l8" IRON ROD ' FOUND 5/8 IRON ROD � - — — �— — _ - a.. - .. __ ,. -= I INTERSECTION GRID GA -G1 INTERSECTION GRID GD-G1_ SEE ARCHITECT PLANS SEE ARCHITECT PLANS N=893,247.10 N=893,243.53 -" --' - - " 10.0'PUBLIC ;. ✓ -- - -� - IY, E=4,255,727.36 . - ` E=4,255,841.97 1 : I. ,., r5 UTILITY EASEMENT J"" N=883,233.69x. " _ A E=4,255,668.02 .__. _ i ... '�, -- , - FOUND PK NAIL WI WASHER CLOTHING "' P33 • + " STAMPED "L52609" ° x`BUILDING R4890' FFE-434.0 ,w L48.90' N=893,214.77 '.' ,, EQUIPMENT GROUNDS ' YARD BUILDING - P6 .' 1 ,:; .,.' A74'1 '1 d5°05'50" - E=4,255,66044 FFF 433 s / - . 6 26° 43 54" , a d�7 j=02 - d 74°1719" I FOUND PK NAIL WI WASHER R 287.50 L 136.99 R 287.5p \'I',.,�P32 - ",' STAMPED"LS2609" , .;' -�-�a '-��.,� ) I. t %' R37.00' FLOOD, c' I P5 ',. • P7 P10 L 47.24, '.,, STORAGE p l - ., 4730852 P4 , , ,.... 10.0' PUBLIC -� >� UTILITY EASEMENT r ��R,4 _ .. t. _- P2 P3 9. , �Y:., , +f oa p O M m.a r,t ,: h I 0 IS: o t 14.0'PUBLIC N=89291505 j .c; _ 1 UTILITY EASEMENT E=4,25664521 SCALE i INCH = 40 FEET 40 0 40 80 SITE DATA OVERALL SITE AREA: IMPERVIOUS AREA: LANDSCAPE AREA: PARKING STALL COUNTS STANDARD: STANDARD ADA: WHEELCHAIR USER ONLY ADA: TOTAL ON-SITE STALLS 448,354 SF (10.29 ACRES) 155,035 SF (3.56 ACRES) 293,319 SF (6.73 ACRES) 173 7 2 182 POINT TABLE POINT# NORTHING EASTING P1 893,166.23 4,255,623.72 P2 893,162.56 4,255,741.47 P3 893,159.89 425582711 P4 893,168.75 4,255,83010 P5 893,182.83 4,255,860.38 P6 893,209.51 4,255,990.59 P7 893,173.39 4,256,121.39 P8 893,158.39 4,256,148.35 P9 893168.96 4,256 145 51 P10 893,16714 4256203.71 P11 893,139.78 4,256,238.28 P12 893,125.60 4,256,242.10 P13 892,846.48 4,256,220.12 P14 892,836.06 4,256,215.46 P15 892,814.52 4,256,186.91 P16 892,680.16 4,256,182.72 P17 893,104.29 4,256,162.91 P18 892,879.92 4,256,145.25 P19 892,869.89 4,256,140.77 P20 892,821.86 4,256,157.70 P21 892,818.21 4,256,164.83 022 893,141.44 4,255,734.35 P23 892,861.49 4,255,738.88 P24 892,817.90 4,255,755.18 P25 892,822.38 4,255,611.75 P26 892,817.62 4,255,764.22 P27 892,833.03 4,255,799.64 P28 892,879.91 4,255,819.54 P29 892,890.20 4,255,815.69 P30 893,115.24 4,255,812.05 P31 893,163.77 4,256,218.03 P32 893,183.25 4,256,227.00 P33 893,240.18 4,256,333.51 P34 893,234.67 4,256,382.08 P35 893,069.28 4,256,343.77 P36 893,060.84 4,256,389.61 P37 893,060.08 4,256,414.05 P38 893,058.64 4,256,460.12 P39: 893,057.44 4,256,498.66 P40. 893,055.56 4,256,558.83 P41 893,050.35 4,256,611.46 02022 HIKE, INC. H KS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM 8 FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 PNoteid eF y9 56481 ^ 1P DIGITALLY SIGNED 2022'06.15 15:26:5607'00' OREGON T1Y M. EXPIRATION DATE: 6/30123 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE HORIZONTAL CONTROL PLAN SHEET NO. C3.00 1- L. 0a aC HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 LJ'° 56481 9 n DIGITALLY SIGNED 2022.06.15 15:26:55-07'00' OREGON �9TT EIV �M EXPIMT17 OATEI fi/30/23 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS NKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE PAVING PLAN SHEET NO. C3.01 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 4�'��5�+�° %�P Q 4' 5 DIGITAILYSIGNED 2022.06.15 1&25:55-0700' OREGON 39TtiEiY1M.��Pt' EXPIRATION DATE: 6/30123 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE PAVING PLAN SHEET NO. C3.02 I I 280'0- .. _ ...,.,. .... ....., N N .. .. .... .n,. .m .� .. . .. ,, ..� `iS „ _ G l ate' i.. 700_r.,.e.;. ,,., .;v 15.8,..,, '-"--'}; ... 46 41 . SCALE a 42 44 R200 �38.3' I '_ 1 INCH = 20 FEET R510.0 d91 ' ' -- _. L..__ �.._„ - ----- TYP ._..� '-'�- --- "` 20 0 20 40 I 0 M22 HKS, INC. HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 4�'��5�+�° %�P Q 4' 5 DIGITAILYSIGNED 2022.06.15 1&25:55-0700' OREGON 39TtiEiY1M.��Pt' EXPIRATION DATE: 6/30123 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE PAVING PLAN SHEET NO. C3.02 I Alp EARTHWORK VOLUMES CUT: 19,480 CY FILL: 31,360 CY NET: 11,880 CY FILL Ole NOTE: EARTHWORK VOLUMES ARE 'CLEAN" AND DO NOT INCLUDE EXCAVATION FOR PLACEMENT OF PAVEMENT BASE LAYERS. ... ... .... SHEET LEGEND lmlk-°.�:a B".1 6, Z Alp EARTHWORK VOLUMES CUT: 19,480 CY FILL: 31,360 CY NET: 11,880 CY FILL Ole NOTE: EARTHWORK VOLUMES ARE 'CLEAN" AND DO NOT INCLUDE EXCAVATION FOR PLACEMENT OF PAVEMENT BASE LAYERS. ... ... .... SHEET LEGEND lmlk-°.�:a B".1 (T SCALE 1 INCH = 40 FEET 40 0 40 80 439 440 _439- -440— FLOODPLAIN EX. CONTOUR MINOR EX. CONTOUR MAJOR CONTOUR MINOR (FG) CON TaJR MAJOR (FG) FLOOD ZONE LINE BASE FLOOD ELEVATION LINE NGV029 (NAVD88) WELLHEAD TIME OF TRAVEL LINE ALL FUTURE DEVELOPMENT ON THE SITE WILL NEED TO BE IN COMPLIANCE WITH FLOOD PLAIN OVERLAY DISTRICT APPROVAL SHR2007-00003. FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DAVID EVANS AND ASSOCIATES DATED 11-3-03. EFFECTIVE FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S FLOOD INSURANCE STUDY ARE LOWER THAN THE FLOOD PLAIN ASSESSMENT. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOIL FOR THE SITE IS 26- CHEHALIS SILTY CLAY LOAM. OCCASIONALLY FLOODED. THE HIGH WATER TABLE FOR THIS SOIL IS > 6 -FT TIME OF TRAVEL ZONES THIS SITE IS MOSTLY WITHIN THE 1 -YEAR TIME OF TRAVEL AND PARTIALLY WITHIN THE 5 -YEAR TIME OF TRAVEL TO SPORTS WAY. BENCHMARK DATUM CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT END OF WESTERLY CONCRETE WALL FROM OREGON MEDICAL LASS, APPROXIMATELY 3 -FT ABOVE ASPHALT. CITY OF SPRINGFIELD ELEVATIONS = (436.475 NGVD 88) CONVERTED TO NGVD 29 ELEVATION 433.17. BASE FLOOD ELEVATIONS BASE FLOOD ELEVATIONS SHOWN ARE BASED IN NGVD29, THE SURVEY IS BASED IN NAVD88. A CONVERSION OF (+3.60') IS ADDED TO NGVD29 BASE FLOOD ELEVATIONS TO CORRELATE THE PROJECT BASE ELEVATIONS FOR NAV088. BASE FLOOD VOLUMES EXISTING SITE FLOOD STORAGE: 20,920 CY FINISHED SITE FLOOD STORAGE: 21,500 CY 02022 HKS, INC. HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSUI 7ING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 �f ( 'k- 56481 DIGITALLY SIGNED 20:22. 71, OREGON N � z �"' 177710N DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE OVERALL GRADING PLAN SHEET NO. C4m00 Z sv — — — — — — — — — — — - - - - - - INTERNATIONALWA (T SCALE 1 INCH = 40 FEET 40 0 40 80 439 440 _439- -440— FLOODPLAIN EX. CONTOUR MINOR EX. CONTOUR MAJOR CONTOUR MINOR (FG) CON TaJR MAJOR (FG) FLOOD ZONE LINE BASE FLOOD ELEVATION LINE NGV029 (NAVD88) WELLHEAD TIME OF TRAVEL LINE ALL FUTURE DEVELOPMENT ON THE SITE WILL NEED TO BE IN COMPLIANCE WITH FLOOD PLAIN OVERLAY DISTRICT APPROVAL SHR2007-00003. FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON MCKENZIE RIVER FLOOD PLAIN ASSESSMENT BY DAVID EVANS AND ASSOCIATES DATED 11-3-03. EFFECTIVE FLOOD PLAIN ELEVATIONS AT THE SITE BY FEMA'S FLOOD INSURANCE STUDY ARE LOWER THAN THE FLOOD PLAIN ASSESSMENT. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOIL FOR THE SITE IS 26- CHEHALIS SILTY CLAY LOAM. OCCASIONALLY FLOODED. THE HIGH WATER TABLE FOR THIS SOIL IS > 6 -FT TIME OF TRAVEL ZONES THIS SITE IS MOSTLY WITHIN THE 1 -YEAR TIME OF TRAVEL AND PARTIALLY WITHIN THE 5 -YEAR TIME OF TRAVEL TO SPORTS WAY. BENCHMARK DATUM CITY OF SPRINGFIELD BENCHMARK #515; BRASS CAP AT END OF WESTERLY CONCRETE WALL FROM OREGON MEDICAL LASS, APPROXIMATELY 3 -FT ABOVE ASPHALT. CITY OF SPRINGFIELD ELEVATIONS = (436.475 NGVD 88) CONVERTED TO NGVD 29 ELEVATION 433.17. BASE FLOOD ELEVATIONS BASE FLOOD ELEVATIONS SHOWN ARE BASED IN NGVD29, THE SURVEY IS BASED IN NAVD88. A CONVERSION OF (+3.60') IS ADDED TO NGVD29 BASE FLOOD ELEVATIONS TO CORRELATE THE PROJECT BASE ELEVATIONS FOR NAV088. BASE FLOOD VOLUMES EXISTING SITE FLOOD STORAGE: 20,920 CY FINISHED SITE FLOOD STORAGE: 21,500 CY 02022 HKS, INC. HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSUI 7ING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 �f ( 'k- 56481 DIGITALLY SIGNED 20:22. 71, OREGON N � z �"' 177710N DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE OVERALL GRADING PLAN SHEET NO. C4m00 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 (J`° 56481 DIGITALLY SIGNED 2022.E 1 \ OREGON 'C` ./ E77TION DATE, 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.O1 _ _ - _ - _ _ _ _ _ GRADE BREAK I I ry I 432.85 TC/TP 439 EX. CONTOUR MINOR 432.58 TP _ 00 - 440 - - - - - EX. CONTOUR MAJOR 1 432.85 TGTP 439 CONTOUR MINOR (FG) _ (4?9) 433.36 TC ` 440 CONTOUR MAJOR (FG) 432.86 TP 1! 433.36 TC � � 1 432.66 TP✓� ' \ 432.59 TP 432.09 TP 1fil° \ 432.51 TC 1, 1 iv 432.01 G 433.09 TC/FP „ 5 ✓ s i 433.88 TO 433.18 TP I 433.00 TC/TP rn\ M 432.25 TC i% ` 432.25 TC ' 431.75 G 432.88 TC(TP` 431.75 G L `1 432.51 TC '' `rn433.01 TC 43201 G - a� 432.51 G I 432.79 TCITP f 432.98 TC 432.48 G b 432.79 TC 432.45 TCrrP % 432.29 G `, ? n 1 '\ 433.19 TC i 60 432.53 TC i 432.69 G ___r 432,03 G 433.05 TC �s I 1- 432 45 TC I 432.55 G 43t95 G ','I 432.36 TC/TP {r 45 TC 432. 433.36 TIC } ° (432.53} ; `i �h i 432 43 TC 432.96 G 431.86 G o1 ti' (432.63} �i I 'i` / ,' 431.93 TP _ f t 432.30 TCS _ t .�a 431.80 G l ,J 432.44 TC 432.59 TC/TP 431.94 TP g _' �1'432.91 TC \R291 �iw =7 431.60 TC f , 432.52 432.41 G . ( - i 431.30 G/RIM _..- .. 431.90 TC 1.5%t432.56 TC - pg9 J p �.,,,�� 431.40 G z L. 432.09 TP I 7. j% - - \ 1 ...._......._ 431.85 TC 432.02 TO/TP j 431.35 G \ 432.59 TC_ ! i �1.3°k__-____.-. __ 431.54 TP --..._f._. 432.9 TO I 433 50 TC _ 432.76 TC I r� I�I I 432.449 0 I 433.00 G 432.26 G I �' I I , 432.75 TIC t i 432.25G' �x I ED432.83 o-� o , 432 �� I(CODD '�� /� s 433.21 TC 433.28 TC ro.- 432.60 TC 432.71 G 434 02 TO .,� ' 43352G ` 43278G 432.10G _. ,l 432.58 TC 432.08 G 432.01 TC/TP I _.43268 432.58 TC :". 432.08 TP { N I - ' 432.50 433 = 43233 TC I e 432.58 TC/TP E rn I W 431.83 TP ` of 432.30 TC Z 431.80 TP _ - .:r- _. 12 I � t432.09 RIM 432 431.35 RIM I I 2 ....z 432- 432.51 32 432.51 RIM I 432.94 _ 432.13 432.21 TC/TP - ,.. 432 57 432.21 TC 432.03 TCrrP 15°% 431.71 TP -- 432.06432 23 432 27 432.79 -_ A....,.�. .,. ,.,-.e.... .,_...:. 431.63 431.56 - 0.5% 1.2°r° - -- -- -- - -- -� 431.56 TCrrP 432.05 TC ^v 431.86 TP �� 432.42 - - - - - - - - 431.55TP:4431.55 TP+ I I . , 90 � 432.04 432.12 431. -. 431.40 T SCALE 1 INCH = 10 FEET 10 0 10 033822 HKS, INC. H I <S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 PN0FE'j% DIGITALLY SIGNED 2022.06.15 15:26:55-o700' OREGON EAPIRITION DATE: 6130143 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.02 .._.. -.,_.. __ �� 432.08 TP ... _. _ r C4.01 I -...._ 432.16 TP z.or° °2P 1.6°°� SHEET NOTES 2.0% 432 51 TC 432 25 TC I k 432 25 TC 432.51 TC 433.13 TC d "` 433.33 TC ° P s'e 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. - - 432 01 G 431.75 G G 431.75 G 432.01 G v. 1Y 432.63 TP 432.83 TP GB 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. `432 83 TC/TP - 15% 433.42 TC 1-. 43292 TP ' 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES I FOR BUILDING AND FACILITIES(ADAAG). 432.56 TP .' RP 432.83 TC 4. REFERENCE LANDSCAPE PLANS FOR GRADING IN PLAZA AREAS. 5 FOR LANDSCAPE AREAS ADJACENT TO THE BUILDINGS, THE FINISH GRADE SHOULD BE 6 -INCHES MINIMUM BELOW THE FINISH FLOOR, THE GRADE SHOULD THEN DROP ANOTHER 432 i _ ' &INCHES IN THE FIRST 12 -FEET FROM THE BUILDINGS. ___ p GRADING LABEL LEGEND _ CALLOUT DESCRIPTION c I X:X°/o GRADING SLOPE AND DIRECTION (DOWNHILL) i ----- �,-- - 432.84 TCITP SPOT ELEVATION I ti 432.57 TP F FF DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG i" f xx.xX xx �� 1'510 EG EXISTING GRADE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE i 1430 V431 - °' 431.65TC -- �"�� G GUTTER - RIM RIM OF STRUCTURE = 15 OIRIM - TC TOP OF CURB TG 70P OF GROUND S: �,, P TOP OF N T T - + 432.85 TC/TP L TW TOP OF WALL - 431.61 TC 4'1.' TC --.-431.11 - 432.58 TP _ y ,, (XXX.X±) EXISTING GRADE ' - (MATCH WHERE APPLICABLE) % i _ SHEET LEGEND _ _ - _ - _ _ _ _ _ GRADE BREAK I I ry I 432.85 TC/TP 439 EX. CONTOUR MINOR 432.58 TP _ 00 - 440 - - - - - EX. CONTOUR MAJOR 1 432.85 TGTP 439 CONTOUR MINOR (FG) _ (4?9) 433.36 TC ` 440 CONTOUR MAJOR (FG) 432.86 TP 1! 433.36 TC � � 1 432.66 TP✓� ' \ 432.59 TP 432.09 TP 1fil° \ 432.51 TC 1, 1 iv 432.01 G 433.09 TC/FP „ 5 ✓ s i 433.88 TO 433.18 TP I 433.00 TC/TP rn\ M 432.25 TC i% ` 432.25 TC ' 431.75 G 432.88 TC(TP` 431.75 G L `1 432.51 TC '' `rn433.01 TC 43201 G - a� 432.51 G I 432.79 TCITP f 432.98 TC 432.48 G b 432.79 TC 432.45 TCrrP % 432.29 G `, ? n 1 '\ 433.19 TC i 60 432.53 TC i 432.69 G ___r 432,03 G 433.05 TC �s I 1- 432 45 TC I 432.55 G 43t95 G ','I 432.36 TC/TP {r 45 TC 432. 433.36 TIC } ° (432.53} ; `i �h i 432 43 TC 432.96 G 431.86 G o1 ti' (432.63} �i I 'i` / ,' 431.93 TP _ f t 432.30 TCS _ t .�a 431.80 G l ,J 432.44 TC 432.59 TC/TP 431.94 TP g _' �1'432.91 TC \R291 �iw =7 431.60 TC f , 432.52 432.41 G . ( - i 431.30 G/RIM _..- .. 431.90 TC 1.5%t432.56 TC - pg9 J p �.,,,�� 431.40 G z L. 432.09 TP I 7. j% - - \ 1 ...._......._ 431.85 TC 432.02 TO/TP j 431.35 G \ 432.59 TC_ ! i �1.3°k__-____.-. __ 431.54 TP --..._f._. 432.9 TO I 433 50 TC _ 432.76 TC I r� I�I I 432.449 0 I 433.00 G 432.26 G I �' I I , 432.75 TIC t i 432.25G' �x I ED432.83 o-� o , 432 �� I(CODD '�� /� s 433.21 TC 433.28 TC ro.- 432.60 TC 432.71 G 434 02 TO .,� ' 43352G ` 43278G 432.10G _. ,l 432.58 TC 432.08 G 432.01 TC/TP I _.43268 432.58 TC :". 432.08 TP { N I - ' 432.50 433 = 43233 TC I e 432.58 TC/TP E rn I W 431.83 TP ` of 432.30 TC Z 431.80 TP _ - .:r- _. 12 I � t432.09 RIM 432 431.35 RIM I I 2 ....z 432- 432.51 32 432.51 RIM I 432.94 _ 432.13 432.21 TC/TP - ,.. 432 57 432.21 TC 432.03 TCrrP 15°% 431.71 TP -- 432.06432 23 432 27 432.79 -_ A....,.�. .,. ,.,-.e.... .,_...:. 431.63 431.56 - 0.5% 1.2°r° - -- -- -- - -- -� 431.56 TCrrP 432.05 TC ^v 431.86 TP �� 432.42 - - - - - - - - 431.55TP:4431.55 TP+ I I . , 90 � 432.04 432.12 431. -. 431.40 T SCALE 1 INCH = 10 FEET 10 0 10 033822 HKS, INC. H I <S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 PN0FE'j% DIGITALLY SIGNED 2022.06.15 15:26:55-o700' OREGON EAPIRITION DATE: 6130143 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.02 l - SHEET NOTES - (429.8±)_ - - - - - 11. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 1 (430.2!) -.. _ - - 430 (430.8±) - - �� - - - 430 2, LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. - -� - 431 _. 431 - 431t� 3. WITH CURRENT ADA ACCESSIBILITY GUIDELINES 43317 FG 432----._{'" - -- __.._ FOR BUILDING AND FACILITIES AAG)`Y t' 433.68 FG - - -- 4. REFERENCE LANDSCAPE PLANS FOR GRADING IN PLAZA AREAS. ALL ACCESSIBLE ROUTES SHALL C S(AD 432 433.10 FG ,. .,_,., _ . .. _. ... - - __ --• --- - "' "' " -f. -� - 5. FOR LANDSCAPE AREAS ADJACENT TO THE BUILDINGS, THE FINISH GRADE SHOULD BE _ -- •_-"` ... ___-___ - 6 -INCHES MINIMUM BELOW THE E SHOULD THEN DROP ANOTHER _" FINISH FLOOR. THE GRAD 433.78 433.90 TP 433.76 \ 6 -INCHES IN THE FIRST 12 -FEET FROM THE BUILDINGS, 1 GRADING LABEL LEGEND N I"OTq° ( 433 87 TP 07� CALLOUT DESCRIPTION 433 87 TP 434.08 X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 1 p 7 1% 1 / 433.95 434.04 ? 1 434.04 433.95 \ \ SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG 43472 / I \\ I o>r XX.XX XX / 434.68 TC(rP 434.68 TClfP \° 1 ?\ ti/ \ EG EXISTING GRADE FFE FINISHED FLOOR ELEVATION 1 1 FG FINISHED GRADE FL FLOWLINE 433.26 TC/TP _ �_r°.�•f� �i_._- 433.26 TC/TP GUTTER RIM RIM OF STRUCTURE 1 \ \ / 433 35 TCRP - 1.6°k _--434.68 TC tA% 1.0% 434.68 TC TC TOP OF CURB \ `432.50 FG - 434.18 TP I 434.18 TP 1.8% 433.35 TCITP 1 TG TOP OF GROUND Y 433.26 TC 433.26 TC 432.30 FG 433.35 432.30 FG - - �� A TP TOP OF PAVEMENT �.� - 434.22 TCRP -..._ � '. 432.76 TP 1 � 432.76 TP ��/, � � _ ,�.� � 1 TW TOP OF WALL N 9$ 433.30 TC 1 (XXX.Xt) EXISTING GRADE 1 433.35 TIC a ` 432.80 G (MATCH WHERE APPLICABLE) 432.85 TP 433.35 TC 0.5°g 1 432.85 TP 33.30 TO I 1 / 432.82 FG 4432.80 G 433.72 TCITP u -SHEET LEGEND GRADE BREAK 1 y r „- 434.18 TC 434.18 TC `'� 1 1.7% 433.68 TP 10°k 10% 433.68 TP _ - - ° .-" .r- o 1.1% 1 -439 EX. CONTOUR MINOR 4 '" - - - 440 - - - EX. CONTOUR MAJOR 0.39 CONTOUR MINOR (FG) � 434.18 TClTP I 434.78 TC/TP x'433 432.71 TC 0.40 434 CONTOUR MAJOR (FG) .� - - 432.73 TC I 432.21 G 1 432.23 G V ( �Q0e \ 432.43 TC � I 432A2 TC \ 431.93 TP �� _ I/ 432.37 TC 51 ° 434.40 1.0% I 1.0% 434.40 9J - 431 92 TP / 1`5 431 87 G p� l 'VsI OU % 432.37 TC 434.44 '"�` \y ` 431 87 G I eP� s / N. 433.53 RIM 1433.55 RIM4 2.46 TIC 1 m� 431.96 TP I 432.48 TC %/ A.SA 431.96 TP 432.46 TCITP 1 434.42 FG ? 432.14 TIC 431.64 GRIM 432.37 TC/TP ° `\ r~•„ 434.60 433.68 FG ` 434.43 FG 1 434.56 �\ 434.72 1 433.70fG� .. ." 4,.24.43 FG _.. - 434.60 � lY ssiF' - 434A4 FG �. 434.56 434.72 432.46 TGTP 432.02 TC 432.37 TC/TP 431.52 G/RIM \� 433.68 FG 433.70 FGI \' 1 r,' 434.68 TP/RIM I ' 434.68 TP/RIM \7 M 1 REFERENCE LANDSCAPE PLANS 1 y FOR GRADING IN PLAZA AREA 1 1 432.72 RIM ( �' 4.6010 1 433.10 RIM 434.56 V .�' q>� •, 436.50 FO� 43A 58 r ` GeA V r 436.50 FG (. 436.50 FG 436.50 1 433.01 01 434.68 TPlRIM = p`� "- 436.50 FG 433.20 1 434.68 TP/RIM11% o o \s a 1i 1� 43674 f . �i 1 - 435.70 436.62 1 / / 435.90 436.74 434.70 433.16 434 69' 44 434.81 436.70 434.81 •N 432.92 0.5% b $e [mU' ° ED iUm' o�.: $ "�`'.Ii O' 3.8% \ . 433.11 1,2% 4.3°h I 1.5% I 45% 1.5% 436.74 1.5% 1.1% 1- - - - - - - 436.74 434,60GB 436.63 GB GB 1 434.71 435.71 435.90 -e �11 438.61 434.61 436.98 1e I 434.70 1 c 436.87 < 436,98 GB 436.85 1 6 ° 434.88 RIM GB $ 0 1.5°4' 438.85 _ 1 GS ' 15y° ? o o 436.50 FG .72 RIM r. 43617 - .. C; - ' - 436.26 436.87 436.98 436.98 � 1 _ � I. � -. 434.83 RIM 433.12 RIM Iw w w F, 2 N q 436.86'. G6 436.98 0� Iw w1 A m 1� w U 1 \ I'- / 1 ! 436.98 FG 0.0% _ 438.50 FG •, \° � 435.29 RIM M 435.34 RIM \ 436 98 � 438.98 �atrm �I ' .;�..at�:.� ."'.`°3s�, F�MSr: M I 433.32 RIM e € REFERENCE LANDSCAPE ' (431) �o 4 PLANS FOR GRADING IN 433.82 RIM 1 ¢ 3.8 !° q� PLAZA AREAy o, 436.50 FO � 436.50 FG 6', 1 433.81 o 1.4% 434.36 1 ~c } E9 33.93 t 434.47 43: REFERENCE LANDSCAPE PLANS I 4FOR GRADING IN PLAZA AREA -._ 1 N -( 436.50 FG - __ - i--- - - - - -___- GB __- GB - ___ 43650 FG rEMPLDE :. __________ __________ _________8 4 GB G 43 oa y TCITP 4 1 .. ��„��'#n��"*i�#''YAiiV`�'�'�`i�+#'''iiY'c`tiL� `d" s ..°"Slli�iiPir��. r� �L �:r_ �� �� r� �. a �� i� ,...•., r_ 4% �_._� �.._'. .`..° 'MATCHLINE SEE SHEET C4.04 All 434.38 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 Lf/`4 56481 N\!\ DIGITALLY SIGNED 2022.06.16 15:26:55-07'00' OREGON 9TT�• fa '��P� yFW M . KE E%PBATION DATE: 6(30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SCALE 1 INCH = 10 FEET SHEET NO. 10 0 10 OX22 WES,INC. C4.03 1.5°h 433.82 TC I 433'.94 TP ' 433.38 RIM I 435.10 RIM 1 ' 3 2°b 433.24 RIM ,e 433.82 434,13 GB i i 434. F 433.46 433,82 \� 434.07 ' F 433.44 TC \ \5� 432.94 TPJ 433.82 I 433.46 TC/TP 1 1'W 433.46 TC/TP 433.82 ' .433.44T- 43 .94 TC432.94 TP 434.25 CUP 16 TC �\ � t 433.46 16 TP 1¢/ s;�r :36 TC GB 433.44 TCrrP .86 TP I 433.40 435.11 TC 434.61 TP I \ t 433.32 433.58 433.67 TC \ 433.37 TPE 433.94 \ .68 TC 433.96 .18 TP 433.46 TP 7' 434.50 VOA '434.08 433.76 TC \ i 433.28 TP oma\ I" 432.96 TC g \ 432.46 G \� - f � 433 , MATCHLINE SEE SHEET C4.0llE3dld7.Y++•,' MMFllik. :SIr�a`"'43.15�7.1�1�t?`�'f;P�'�715RSP��^�':E#I�A;e z� � � � s �A � � SHEET NOTES � � � � � � �� � r�� � � � 1'40/6 I 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 434.47• 434.36 436.50 FG ,I 436.50 FG 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 433.90 RIM± ' 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 4. REFERENCE LANDSCAPE PLANS FOR GRADING IN PLAZA AREAS. ' 5. FOR LANDSCAPE AREAS ADJACENT TO THE BUILDINGS, THE FINISH GRADE SHOULD BE ' 6 -INCHES MINIMUM BELOW THE FINISH FLOOR. THE GRADE SHOULD THEN DROP ANOTHER r435.32RIM 6 -INCHES IN THE FIRST 12 -FEET FROM THE BUILDINGS. GRADING LABEL LEGEND 50 FG 436.50 FG �/ I CALLOUT DESCRIPTION v X X�°/o GRADING SLOPE AND DIRECTION (DOWNHILL) SPOT ELEVATION DESCRIPTION LISTED BELOW. NO DESCRIPTION MEANS TP OR TG 433.85 RIM XX.XX XX EG EXISTING GRADE „ - FIFE FINISHED FLOOR ELEVATION 35.05 RIM - 436.50 FG 436.10 RIM FL FLOWL NEF3 FINISHED GRADE 436.50 FQ - - - _ G GUTTER 434.86 RIM RIM OF STRUCTURE - 435.29 436.17 - (430)- TC TOP OF CURB TO TOPOFGROUND TP TOP OF PAVEMENT 9 TPIRIM 435.23 TP/RIMS TW TOP OF WALL 434.50 Gg /O� \ 43486 (XXX.Xi) EXISTING GRADE ' f (MATCH WHERE APPLICABLE) TEMPLE 435.11� p FFf 43)0 \� 435.33 TP/RIM \ . g 434.48 TPIRIM �/ 434.86 r% 434.50 433.87 SHEET LEGEND O J3% ,L ----------- GRADE BREAK 0 434.86 434.50 \ ' ///J/� 439 EX, CONTOUR MINOR 436.50 FG J 436.50 FG U -- - 440 - EX. CONTOUR MAJOR 4-11 433.98 434.94 TP/RIM 439 CONTOUR MINOR (FG) 435.28TC ,,? 434.50 435.85 TC 435.35 TP N '-''° 43398 440 CONTOUR MAJOR FG 434.78 TP ?---------- ( ) 435.55 TO 435.05 TP - 436.71 436 71 435 94 TC 435.44 TC 433.90 TC e ; ' 435 44 TP 434 94 433.40 G 434.54 7� 435.49 TP/RIM <- 433.88 15.20 TC �$ / 435 50 TO / 14,70 TP /G0 438.36 436.36 433.92 Y 435.00 TP+ m 433.85 3.0°70 / - 435.72 TPIRIM ° .00 �j{ O 434.28 TC y / 434.12 / 433.78 TP \' 435.37 7 , 434.66 / 134.14 T, 3� 0 434.27 TC 33.64 TI 435.57m .,t �435.73 433.77 TP '� , 434.20 / I 43609 TP/RIM 436.09 TPIRIM 435.82 (430 434.13 TC ).. 43.13TP w 435.97 , 435.97 �y - / l 433.42 TC I �F 43 �,°� a __ -_ 432920 i 6 L� c' 433.80 433.66 .. 433.46 i 435 �' 433.71 TC m 433.38 +I1 ( \ 432.88 G o , (431) j 434.13 RM 434.09 RIM I ) /r La s- 433.24 TC 0 3.5 /° REFERENCE LANDSCAPE PLANS 3'3% r?� - \ '� 482.74 G FOR GRADING IN PLAZA AREA 433.33 -.. 433.65 433.44 i I kt '•., 1.5°k AGO. 433.01 I 433.56 432.93 TC qg 't 432.43 G - q i tl I HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S SUITE 400 SALT LAKE CITY UT 84102 MECHANICAL ENGINEER VAN BOERUM E, FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 c�'��RE� PN e�Fs�ioy Q `�� 56481 F9 9E. DIGITALLY SIGNED 2022.06 15 15:26:55-OTOV OREGON 3'9T fe '� �Q2 1Y M . K EXPI77IM DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE f GRADING PLAN y SCALE 1 INCH = 10 FEET SHEET NO. 10 0 10N9 C4.04 ®ZO22 HC1 KS, IN r ! 431.99 RIM 433.26 RIM 433.26 RIM 432.45 RIMl ' ' C 1\f•R1 'b- I b- 1 ' 43 `43229 FG `432.59 FG 433.09 FG 432.77 FG '\ 433.35 433 .36 � 1433.26 433.26 ' N w (432) w 433.35 433.47 ZI u I- 39 lJ 433.23 RIM I 433.33 RIM i 433.90` 433 90 - , 433.65 433 4.67 43371 433.7443390 (/ 433.90 N/ 9 �`1 -.. 4433.88 RIM -... 0.5% 1 (433.53433.78 -:. 1 0.4% 434 O b ' 433.04 43362 .433.851 433.721 0.5% a a e ... 0.40% I c 434.19 N ' 433.57 I 117 ....v. v ..n ..•_ ._.- -__.,:.... -.._._ ...,....,..... E ' 432.89 �N o Q � d u. a I HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S SUITE 400 SALT LAKE CITY UT 84102 MECHANICAL ENGINEER VAN BOERUM E, FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 c�'��RE� PN e�Fs�ioy Q `�� 56481 F9 9E. DIGITALLY SIGNED 2022.06 15 15:26:55-OTOV OREGON 3'9T fe '� �Q2 1Y M . K EXPI77IM DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE f GRADING PLAN y SCALE 1 INCH = 10 FEET SHEET NO. 10 0 10N9 C4.04 ®ZO22 HC1 KS, IN I 2.Sk GB� .,.1` 0:0% 433.31 FG 432.43 G 433.07 433.07 433.07 211 433.52 TO - 432.58 TC 1 433.02 G 433.44 TC 432.08 G 1 432.94 G 1 433.31 TC EDIl� 432.81 G \ 432.59 TC 432.54 TC 432.09 GIRIM ,� , 43204 G a� i 432.28 TC 431.78 TP I � f 1 1. 432.91 TC li 432.41 TP 432.43 TP 1`r 432.45 TC Loll'0 1 IT 431.95 TP N\ i ,. n% _ `L 432.27 TCITP a 432,75 TGTP � 2 433.11 432.18 TCITP 432.66 TCITP I 2 433.07 432.18 TP 432.76 TC 433.02 TC 432.26 G .11 432.52 G I c n=� I wI 1 w I N w w I1 �I I IY� v,. y 432.94 TC ' 433.93 RIM 433.63 TC 432.44 G 432.68 TC 1 43 433.88 C 433.13 G 432.18 G 433.94 TP 433.38 G432.52 TP -- 433.07 TP 2.0% GB 433.97 I ' 433.93 433.89 433.52 TC/TP 433.04 431.82 TC 431.32 G 432.08 TC 431.58 G 431.67 TP 432.27 TC/TP 432.18 TO ' 432.88 TIC �1 1 432.38 G Y 432.33 TC t\ 431.83 G E1 432.\TC 431. 4432 72 TC 4. 432.22G 432.22 TC GIB 431.72 G .ZO°lo 432.08 TC 431.58 G 431.82 TC 431.32 G a� DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 439 - o 432,73 TC I -.- 430.75 FG ` 429.97 FG _.- __ 425.4 4215.49 FG `432.23 G d 0.3% > FG -\ FL o G GUTTER 433.72 TC 425.37 FG TC 432.75 FIG L}/ - - - 432.75 FIG - - - - - 433.48 G TW v I o -y �8_�...J 2p% - - - - - - - - - - - - - - - - - - - - - - - - - ... 430.99 FG / = N 432.64 G 433.91 433.60 TC/TP m s �e I ... 433.22 TCITP 432,96 TC 432.70 TC 433 3� r 433.97 .- I I 430.11 FG I 1 433.50 FG - 433.50 FG < � � 426.61 FG I I 0 1 ' 432 71°4 s r I C --. i 1 433.59 TC 433.04 TP 2.0% I , I ae 433.09 G 43388 TC 43' 63 TC MATCHLINE SEE SHEET C4.06 o 4:1 425.74 FG 433.13 G i CLOTHING BUILDING \o 430.24 Fc FFE=434.0 1 1 433.98 433.93 TC 433.98 1 4.4 433.35 FG 433.50 FG 433.98 433.43 TP 433.98 I 433.93 TC 433.50 FG ' 433.92 433.92 TCITP 433.43 TP 433.92. 433.17 FIG 43392 °,, 11 433.92 433.92 TC/TP 433.92 0.3 `` ar " 7.0 ° 1 7.0% .Ms 2r 433.84 TC ---143384 TC 433 34 G C�433433.34 433.34 .84 TC ',. 433.84 TC 1- 433.34 G A33 N N 433.34 G 433.34 G 433.34 TGTP I o ED 433.34 TGTP " i, ' e� i .32 433 433.07 FG - 1 432.82 GC iO 433.64 TC I o \ sYa 433.14 G I 2.Sk GB� .,.1` 0:0% 433.31 FG 432.43 G 433.07 433.07 433.07 211 433.52 TO - 432.58 TC 1 433.02 G 433.44 TC 432.08 G 1 432.94 G 1 433.31 TC EDIl� 432.81 G \ 432.59 TC 432.54 TC 432.09 GIRIM ,� , 43204 G a� i 432.28 TC 431.78 TP I � f 1 1. 432.91 TC li 432.41 TP 432.43 TP 1`r 432.45 TC Loll'0 1 IT 431.95 TP N\ i ,. n% _ `L 432.27 TCITP a 432,75 TGTP � 2 433.11 432.18 TCITP 432.66 TCITP I 2 433.07 432.18 TP 432.76 TC 433.02 TC 432.26 G .11 432.52 G I c n=� I wI 1 w I N w w I1 �I I IY� v,. y 432.94 TC ' 433.93 RIM 433.63 TC 432.44 G 432.68 TC 1 43 433.88 C 433.13 G 432.18 G 433.94 TP 433.38 G432.52 TP -- 433.07 TP 2.0% GB 433.97 I ' 433.93 433.89 433.52 TC/TP 433.04 431.82 TC 431.32 G 432.08 TC 431.58 G 431.67 TP 432.27 TC/TP 432.18 TO ' 432.88 TIC �1 1 432.38 G Y 432.33 TC t\ 431.83 G E1 432.\TC 431. 4432 72 TC 4. 432.22G 432.22 TC GIB 431.72 G .ZO°lo 432.08 TC 431.58 G 431.82 TC 431.32 G a� DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 439 - SPOT ELEVATION 432,73 TC 43299 TC T 7GB434.00 __ TP 2.4% `432.23 G d 0.3% > FG FINISHED GRADE FL FLOWLINE G GUTTER 433.72 TC i a TC 434.06 TP TG TOP OF GROUND 433.22 G 433.48 G TW TOP OF WALL I EXISTING GRADE (MATCH WHERE APPLICABLE) �8_�...J 2p% 433.12 TGTP ; 433.14 TC / = N 432.64 G 433.91 433.60 TC/TP m s �e I 433.12G 433.22 TCITP 432,96 TC 432.70 TC 433 3� i 433.97 433.93 432.59 TPS 432.46 G 432.20 G I < < ; 0 433.94TP 33.30 TC/TP 71°4 s r 433.30 TC C i 432.80 G 433.59 TC 433.04 TP 2.0% , I ae 433.09 G 43388 TC 43' 63 TC MATCHLINE SEE SHEET C4.06 o 433.38 G 433.13 G i (432) 433.01 TC 432.51 G `432.75 TC i1 432.25 G /�433.19TIC -GB--`->v- -- -_ - - _ 432.69 G _ 2.0% 432.74 TO 432.9To 433.67 TC 433.94 TO tt 432.24 G 432.49 G 433.17 G 433.44 G ......_. \ _ 428 ..� a 427 428.37 FG �\ I _.....- - 428- 428.04 FG ✓428.27 FG� I 428 _I o 426.77 FG 12.9/ ° K^ 426.77 FG-- ~ ;i � o ' 426.27 FG��` -19 p�� STORMWATER RAINGARDEN p21 Iw m S w r I�\ w Ln Z\ 42�� �U rn} 430 a� I SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 4. REFERENCE LANDSCAPE PLANS FOR GRADING IN PLAZA AREAS. 5. FOR LANDSCAPE AREAS ADJACENT TO THE BUILDINGS, THE FINISH GRADE SHOULD BE 6 -INCHES MINIMUM BELOW THE FINISH FLOOR. THE GRADE SHOULD THEN DROP ANOTHER 6 -INCHES IN THE FIRST 12 -FEET FROM THE BUILDINGS. GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 439 - SPOT ELEVATION 432,73 TC 43299 TC 439 NO DESCRIPTION MEANS TP OR TG __ --. 'j -'i- `432.23 G [432:49G 2.0% FG FINISHED GRADE FL FLOWLINE G GUTTER 433.72 TC 433.98 TC j TC TOP OF CURB TG TOP OF GROUND 433.22 G 433.48 G TW TOP OF WALL (XXX.X3) EXISTING GRADE (MATCH WHERE APPLICABLE) �8_�...J 433.14 TC / 432.64 G 433.62 TC � �e 433.12G 433.22 TCITP 1 433.22 TC i 432.72 G < < ; 33.30 TC/TP 71°4 s r 433.30 TC C i 432.80 G 433.59 TC I , I ae 433.09 G /�433.19TIC -GB--`->v- -- -_ - - _ 432.69 G _ 2.0% 432.74 TO 432.9To 433.67 TC 433.94 TO tt 432.24 G 432.49 G 433.17 G 433.44 G ......_. \ _ 428 ..� a 427 428.37 FG �\ I _.....- - 428- 428.04 FG ✓428.27 FG� I 428 _I o 426.77 FG 12.9/ ° K^ 426.77 FG-- ~ ;i � o ' 426.27 FG��` -19 p�� STORMWATER RAINGARDEN p21 Iw m S w r I�\ w Ln Z\ 42�� �U rn} 430 a� I SHEET NOTES 1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY. 2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY DIRECTION. 3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG). 4. REFERENCE LANDSCAPE PLANS FOR GRADING IN PLAZA AREAS. 5. FOR LANDSCAPE AREAS ADJACENT TO THE BUILDINGS, THE FINISH GRADE SHOULD BE 6 -INCHES MINIMUM BELOW THE FINISH FLOOR. THE GRADE SHOULD THEN DROP ANOTHER 6 -INCHES IN THE FIRST 12 -FEET FROM THE BUILDINGS. GRADING LABEL LEGEND CALLOUT DESCRIPTION X.X% GRADING SLOPE AND DIRECTION (DOWNHILL) 439 - SPOT ELEVATION FF7- DESCRIPTION LISTED BELOW. 439 NO DESCRIPTION MEANS TP OR TG XX.XX XX CONTOUR MAJOR (FG) EG EXISTING GRADE FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FL FLOWLINE G GUTTER RIM RIM OF STRUCTURE TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TW TOP OF WALL (XXX.X3) EXISTING GRADE (MATCH WHERE APPLICABLE) SHEET LEGEND ----------- GRADE BREAK 439 - EX. CONTOUR MINOR - -- 440 -- -- EX. CONTOUR MAJOR 439 CONTOUR MINOR (FG) . 440 CONTOUR MAJOR (FG) it SCALE 1 INCH = 10 FEETTp 10 0 10 ®3022 HKS, INC. H I <S ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 70TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 L l/ l 56481 9 DIGITALLY SIGNED 202206.155 15.28:55-07'00' OREGON 39TH 1s '��P$ TyE1y N. K� F.11;71I06 DATE: 6/30/13 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS NKS:24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.05 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN SOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 64107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 vS��Q�9 PR0! FS-% Fs y9 R `<' 56481 1' l DIGITALLY SIGNED 2022.06.15 15:26:55-0700' WOPEGO EXPIRATION DATE: 6/,30/23 REVISION NO, DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.O6 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 ���S��N�� N FFFSs��yv E 56481 N l DIGITALLY SIGNED 2022.06,15 16:26:55-07'00' OREGON i'iy v1M ! g't E%PImm DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE GRADING PLAN SHEET NO. C4.07 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUFE400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD/ OREGON 97477 D PROFESS 'S Cpl Nps, y e 4, %481 N 9l DIGITALLY SIGNED 2022.06 15 15:26:55-0700' OREGON EXNRATION DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE OVERALL STORM DRAINAGE PLAN SHEET NO. C5000 SHEET NOTES 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 11C7.02, 2. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE, UNLESS OTHERWISE NOTED 3. USE COMMERCIALLY MANUFACTURED WYE FITTINGS FOR ALL BRANCH CONNECTIONS. 4. CONTRACTOR SHALL VERIFY BUILDING UTILITY POC'S, ARCH/MEP, BETWEEN CIVIL AND OTHER PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN HORIZONTAL AND VERTICAL DIMENSIONS. 5. PROVIDE 12" MIN CLEARANCE AT ALL UTILITY CROSSINGS. ADJUST NON -GRAVITY UTILITY AS REQUIRED AT CROSSINGS TO PROVIDE REQUIRED CLEARANCE. 6. ALL UTILITY SERVICE PIPING WITHIN 5' OF BUILDING SHALL BE AN APPROVED MATERIAL ACCORDING TO THE UNIFORM BUILDING CODE. U STORM DRAINAGE KEYNOTES # DESCRIPTION DETAIL - REF. 1 CONNECT TO EX PUBLIC LATERAL. CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION 2 133 LF - 4" PERFORATED DRAIN PIPE BEHIND LANDSCAPE SEAT WALL. REFERENCE LANDSCAPE PLANS FOR DETAIL FD CONNECT TO BUILDING FOUNDATION DEWATERING SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED SD CONNECT TO BUILDING STORM DRANIROOF DRAIN. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AND IE AS NOTED RG STORMWATER INFILTRATION RAIN GARDEN. REFERENCE LANDSCAPE PLANS FOR__.__. _.. 1 PLANTING PLAN __® UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE) Fi - STRUCTURE TYPE CALLOUT ID NUMBER (WHERE APPLICABLE) XX XX -XX HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 64101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 PN F�FSS/kyr 56481 'A ! DIGRALLY SIGNED 2022.08.15 15:26:55.07'00' OREGON 61w N . K E%PiM1 NDATE: 6/30123 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS NKS:24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE STORM DRAINAGE PLAN SCALE IINCH =20 FEET SHEET NO. 20 0 20 40 C5001 02022 HKS, INC. PIPE LABEL UTILITY LENGTH UTILITY SIZE IT� UTILITY TYPE XXLF -XX"XX S=X.XX% ISLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL RI AD LANDSCAPE DRAIN 2 7. BWV EXTENDABLE BACKWATER VALVE 1U CB TRAPPED CATCH BASIN AT CURB 7. CO CLEANOUT TO GRADE 11 7. CONN CONNECT TO EXISTING STORM WITH MANUFACTURED WYE FITTING DI DITCH INLET 12 7.0 MH STANDARD MANHOLE '79 MITERED OUTFALL WITH RIP -RAP PROTECTION OF AND TRASH RACK V PERF PERFORATED DRAIN PIPE CONNECTION STUB STUBBED BUILDING CONNECTION TRENCH DRAIN- REFERENCE LANDSCAPE 4 TD PLANS FOR GRATE DETAIL ZO WQMH WATER QUALITY MANHOLE Z 7.0 WYE MANUFACTURED WYE FITTING HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 64101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 PN F�FSS/kyr 56481 'A ! DIGRALLY SIGNED 2022.08.15 15:26:55.07'00' OREGON 61w N . K E%PiM1 NDATE: 6/30123 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS NKS:24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE STORM DRAINAGE PLAN SCALE IINCH =20 FEET SHEET NO. 20 0 20 40 C5001 02022 HKS, INC. 430 ;I UTILITY TYPE (SD=STORM DRAINAGE) SD STUB -01 S TUB SD SHEET NOTES 4 - I c ! i v I ' r ' 6. ALL UTILITY SERVICE PIPING WITHIN 5' OF BUILDING SHALL BE AN APPROVED MATERIAL 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1IC7.02. M� UTILITY SIZE 6 40 IFTF - UTILITY TYPE 2. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. UNLESS OTHERWISE NOTED. S=X.XX% ACCORDING TO THE UNIFORM BUILDING CODE, SLOPE (WHERE APPLICABLE) 3. r j DETAIL REF. 4. CONTRACTOR SHALL VERIFY BUILDING UTILITY POC'S, ARCH/MEP, BETWEEN CIVIL AND OTHER _ c 10 PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN _ - p -. HORIZONTAL AND VERTICAL DIMENSIONS. 11 CONN CONNECT TO EXISTING STORM WITH I tt� I I S. J 1 zo MH STANDARD MANHOLE S REQUIRED AT CROSSINGS TO PROVIDE REQUIRED CLEARANCE. OF MITERED OUTFALL WITH RIP -RAP PROTECTION AND TRASH RACK 7.0 PERF PERFORATED DRAIN PIPE CONNECTION STUB STUBBED BUILDING CONNECTION TD TRENCH DRAIN- REFERENCE LANDSCAPE _® lizv PLANS FOR GRATE DETAIL WQMH WATER QUALITY MANHOLE —U WYE MANUFACTURED WYE FITTING 2 LF 6"SD T S=0.50% r - 2 STORM DRAINAGE KEY NOTES CLOTHING-9UILDING j' SO CO -05 E, FFE-434.0 f� - ! f 430 ;I UTILITY TYPE (SD=STORM DRAINAGE) SD STUB -01 S TUB SD SHEET NOTES 4 - I c ! i v I ' r ' 6. ALL UTILITY SERVICE PIPING WITHIN 5' OF BUILDING SHALL BE AN APPROVED MATERIAL 1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1IC7.02. M� UTILITY SIZE 6 40 IFTF - UTILITY TYPE 2. STRUCTURE LOCATIONS ARE BASED ON CENTER OF STRUCTURE. UNLESS OTHERWISE NOTED. S=X.XX% ACCORDING TO THE UNIFORM BUILDING CODE, SLOPE (WHERE APPLICABLE) 3. USE COMMERCIALLY MANUFACTURED WYE FITTINGS FOR ALL BRANCH CONNECTIONS. j DETAIL REF. 4. CONTRACTOR SHALL VERIFY BUILDING UTILITY POC'S, ARCH/MEP, BETWEEN CIVIL AND OTHER r e c 10 PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN t } Z p HORIZONTAL AND VERTICAL DIMENSIONS. 11 CONN CONNECT TO EXISTING STORM WITH I tt� I I S. PROVIDE 12" MIN CLEARANCE AT ALL UTILITY CROSSINGS. ADJUST NON -GRAVITY UTILITY AS zo MH STANDARD MANHOLE S REQUIRED AT CROSSINGS TO PROVIDE REQUIRED CLEARANCE. OF MITERED OUTFALL WITH RIP -RAP PROTECTION AND TRASH RACK 7.0 PERF PERFORATED DRAIN PIPE CONNECTION STUB STUBBED BUILDING CONNECTION STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE) SD STUB -01 S TUB SD ? 3 4 - I c ! i v I ' r ' 6. ALL UTILITY SERVICE PIPING WITHIN 5' OF BUILDING SHALL BE AN APPROVED MATERIAL UTILITY LENGTH M� UTILITY SIZE 6 40 IFTF - UTILITY TYPE XXLF - XX" XX S=X.XX% ACCORDING TO THE UNIFORM BUILDING CODE, SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD LANDSCAPE DRAIN } BWV EXTENDABLE BACKWATER VALVE 10 7. CB TRAPPED CATCH BASIN AT CURB CO CLEANOUT TO GRADE 11 CONN CONNECT TO EXISTING STORM WITH MANUFACTURED WYE FITTING DI DITCH INLET 12 zo MH STANDARD MANHOLE S OF MITERED OUTFALL WITH RIP -RAP PROTECTION AND TRASH RACK 7.0 PERF PERFORATED DRAIN PIPE CONNECTION STUB STUBBED BUILDING CONNECTION TD TRENCH DRAIN- REFERENCE LANDSCAPE _® lizv PLANS FOR GRATE DETAIL WQMH WATER QUALITY MANHOLE —U WYE MANUFACTURED WYE FITTING x STORM DRAINAGE KEY NOTES i - ! f DETAIL # DESCRIPTION PER 616 CONNECT TO EX PUBLIC LATERAL CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION y, "�-- SO CB -10 j SD CB -11133 +II u ( LF - 4" PERFORATED DRAIN PIPE BEHIND LANDSCAPE SEAT WALL. �\ T� t N=893158.31 +`+ N=893157.12 k' I k I i' 2 REFERENCE LANDSCAPE PLANS FOR DETAIL E=4256125.84 E=4256195.03 t ; I 1 j < CONNECT TO BUILDING FOUNDATION DEWATERING SYSTEM, SEE PLUMBING -11 LF - 8"SD I d < 4 FD PLANS FOR CONTINUATION, SIZE AND IE AS NOTED 5=2.96%�., I ¢ ' . ' ': SD CO -30 SD CONNECT TO BUILDING STORM DRAINIROOF DRAIN. SEE PLUMBING PLANS FOR y 2' 15LF-6"SD v 57LF-VSD ^.70LF-6'SD ,, I i 0 !` I I CONTINUATION, SIZE AND IE AS NOTED 1 , \ S=0.50%% 7 S=0.50% S=0.50% STORMWATER INFILTRATION RAIN GARDEN. REFERENCE LANDSCAPE PLANS FOR 1 1 c SD WYE -03 q 1 ;' o BD CO -02 I f -A, 1 ! a , ( j I r. I � + I RG PLANTING PLAN I t ' ... m i 5 LF - 8"SD +i " 1 i 17LF-8"SD,ti ;.t.J0.50%.y`. S= \ UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (SD=STORM DRAINAGE) TYPE CALLOUT FSTRUCTURE � ID NUMBER (WHERE APPLICABLE) jXX'-XX XX PIPE LABEL UTILITY LENGTH UTILITY SIZE IFTF - UTILITY TYPE XXLF - XX" XX S=X.XX% SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. AD LANDSCAPE DRAIN BWV EXTENDABLE BACKWATER VALVE 10 7. CB TRAPPED CATCH BASIN AT CURB CO CLEANOUT TO GRADE 11 CONN CONNECT TO EXISTING STORM WITH MANUFACTURED WYE FITTING DI DITCH INLET 12 zo MH STANDARD MANHOLE S OF MITERED OUTFALL WITH RIP -RAP PROTECTION AND TRASH RACK 7.0 PERF PERFORATED DRAIN PIPE CONNECTION STUB STUBBED BUILDING CONNECTION TD TRENCH DRAIN- REFERENCE LANDSCAPE _® lizv PLANS FOR GRATE DETAIL WQMH WATER QUALITY MANHOLE —U WYE MANUFACTURED WYE FITTING HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 62310TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM 8 FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 OPS PN Fs481 9 l DIGITALLY SIGNED 2022.06.15 15:26:5&07'00' OREGON �y fit, 18 ,� �Q2 ��V N . KED EXPIRATION DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE STORM DRAINAGE PLAN G SCALE 1 INCH = 20 FEET SHEET NO. 20 0 20 40 C5.02 02022 HKS, INC. SD STRUCTURE TABLE STRUCTURED NORTHING FASTING RIM ELEVATION INVERT ELEVATIONS AD -01 893126.95 4255866.23 432.72 IE 6" OUT=429.33 (SE) AD -02 893110.57 4256107.64 433.10 IE 6" OUT=430.68 (S) AD -03 893068.21 4258125.93 433.12 IE 6" OUT=430.34 (W) AD -04 893075.64 4256073.40 434.83 IE 6" OUT=430.39 (SE) AD -05 892952.25 4256122.31 433.65 IE 8"OUT=430.19 (4V) AD -06 892940.68 4256067.19 435.10 IE 6" OUT=430.89 (E) AD -07 892799.01 4256002.73 433.26 IE 6" OUT=430.27 (E) AD -08 892795.77 4256106,60 432.45 IE6"OUT=430.48 (W) AD -09 892841.03 4256044.47 434.13 IE 6"OUT=430.64 (S) AD -10 892753.46 4256129.68 432.56 IE 6" OUT=429.53 (N) AD -11 892752.18 4256251.75 432.47 IE 6"OUT=430.52 (W) AD -12 892769.36 4255793.85 431.35 IE 6"OUT=428.18 (SE) AD -13 892600.53 4255953.95 433.26 IE 6" OUT=430.32 (W) AD -14 892803.17 4255850.63 431.99 IE 8" OUT=428.49 (SE) AD -15 892845.11 4255913.85 434.09 IE 6" OUT=429.80 (SW) AD -16 892957.32 4255845.08 433.24 IE 6"OUT=431.50 (E) AD -17 892946.03 4255897.40 435.05 IE 6° OUT=432,08 (W) AD -18 893079.46 4256849.68 432.73 IE 8" OUT=429.42 (S) AD -19 893081,27 4255899.61 434.88 IE 6" OUT=430.22 (W) AD -20 893165.78 T4256038 69 433.55 IE 6" OUT=431.32 (SE) 893079.48 4255691.66 IE 6" IN=430,08 (S) WYE -24 893001.12 4256078.97 IE 6" OUT=430.06 (W) IE 6" IN=428.71 (N) CO -32 893151.06 4255747.73 IE 6" IN=428.71 (E) WYE -25 893076.21 4255891.56 IE 6" OUT=428.71 (S) IE 8" IN=428.18 (S) CO -14 892998.83 4255760.37 IE 8" OUT=428.18 (N) WYE -26 893035.87 4258124,63 IE 6" tN=429.76 (S) CO -i5 693028.92 4255846.97 IE 6"OUT=429.76 (N) CONN -02 892738.72 4255781,77 IE 10" IN=427.95 (NE) CO -17 892786.53 4255836.52 IE6"IN=428.26 (NW) CONN43 892730.32 4256021.55 IE 10" OUT=427.95.(SW) OF -01 893080.98 4258340.80 IE 6" IN=428.42 (NE) C0.18 892803.50 4255858.92 IE 6" IN=428.42 (E) PERF -07 893076.26 4255889.98 IE 10" OUT=428.09 ($W) PERF -02 892950.12 4255888.64 IE 8" IN=428.98 (N) C0.19 892759.24 4256025.29 IE 8" IN=428.80 (E) PERF -04 893070.24 4256082.70 IE 10" OUT=428.63 (S) STUB -01 893221.86 4258212.68 IE 6" IN=429.76 (N) CO -20 892798.02 4256034.36 IE 8" IN=429.76 (E) IE 8" OUT=429.78 (S) IE 6" IN=429.65 (E) CO -21 892754.90 4256164.37 IE B"IN=429.45 (N) IE 8" OUT=429.50 (W) IE 8" IN=429.32 (E) CO -22 892755.98 4256129.76 IE 6" IN=429.48(8) IE 8" OUT=429.32 (W) O _ m N T m `a N O c v 6i 00 2022 HKS, INC. SD STRUCTURE TABLE STRUCTURED NORTHING FASTING RIM ELEVATION INVERT ELEVATIONS AD -01 893126.95 4255866.23 432.72 IE 6" OUT=429.33 (SE) AD -02 893110.57 4256107.64 433.10 IE 6" OUT=430.68 (S) AD -03 893068.21 4258125.93 433.12 IE 6" OUT=430.34 (W) AD -04 893075.64 4256073.40 434.83 IE 6" OUT=430.39 (SE) AD -05 892952.25 4256122.31 433.65 IE 8"OUT=430.19 (4V) AD -06 892940.68 4256067.19 435.10 IE 6" OUT=430.89 (E) AD -07 892799.01 4256002.73 433.26 IE 6" OUT=430.27 (E) AD -08 892795.77 4256106,60 432.45 IE6"OUT=430.48 (W) AD -09 892841.03 4256044.47 434.13 IE 6"OUT=430.64 (S) AD -10 892753.46 4256129.68 432.56 IE 6" OUT=429.53 (N) AD -11 892752.18 4256251.75 432.47 IE 6"OUT=430.52 (W) AD -12 892769.36 4255793.85 431.35 IE 6"OUT=428.18 (SE) AD -13 892600.53 4255953.95 433.26 IE 6" OUT=430.32 (W) AD -14 892803.17 4255850.63 431.99 IE 8" OUT=428.49 (SE) AD -15 892845.11 4255913.85 434.09 IE 6" OUT=429.80 (SW) AD -16 892957.32 4255845.08 433.24 IE 6"OUT=431.50 (E) AD -17 892946.03 4255897.40 435.05 IE 6° OUT=432,08 (W) AD -18 893079.46 4256849.68 432.73 IE 8" OUT=429.42 (S) AD -19 893081,27 4255899.61 434.88 IE 6" OUT=430.22 (W) AD -20 893165.78 T4256038 69 433.55 IE 6" OUT=431.32 (SE) SD STRUCTURE TABLE IE IE 6 IE 6' OUT=430.99 (N) STRUCTURED NORTHING FASTING INVERT ELEVATIONS INVERT ELEVATIONS CB -09 PER PLAN IE 6" IN=430.35 (SE) BWV-01 893069.33 4255901.95 IE 6" OUT=430.35 (NW) C0.23 893027.39 4256207.81 IE 24" IN=424.27 (SW) BWV-02 893253.92 4256644.89 IE 24" OUT=424.27 (NE) CB -12 PER PLAN PER PLAN IE 6" IN=429.24 (W) CO -02 893144.67 4256194.64 IE fi" IN=429.24 (N) 431.30 iE fi" Oi17=428.95 (SE) CB -14 IE 6" OUT=429.?3 (E) CO -25 892957.95 4258106.53 IE 12" IN=425.62 (NW) CO -03 893025.39 4256634.09 IE OUT=425.83 (E) MH -01 693096.67 4255831.73 IE 6" IN=429.39 (W) CO -05 893221.79 4256214.74 IE 6" OUT=429.39 (SE) 433.93 IE 8" IN=429.1 i (S) IE 6" IN=429.27 (NW) IE 12" OUT=428.73 (E) TD -01 IE 6" IN=426.41 (NW) C0.06 893057.66 4256317.15 IE 8" OUT=428.41 (SE) CO -27 893072.59 4256077.57 IE 12" IN=426.39 (E) CO -07 893101.76 4255668.64 IE 12" OUT=426.39 (W) IE 6" OUT=430.76 (SW) TD -04 892936.50 IE 4" IN=430.18 (N) CO -08 893189.30 4255796.94 IE 4"OUT=430.18 (SW) 4255876.70 432.80 IE 12" IN=426.49 (E) IE 12" OUT=428.49 (W) IE 6" IN=428.61 (E) CO -09 892944.92 4255758.71 IE 6" IN=428.81 (W) CO -29 892931.10 4256204.61 IE 8" OUT=428.45 (N) IE 10" IN=428.56 (N) IE 10" OUT=428.56 (S) IE 6" IN=429.34 (W) C0.10 893107.46 4256210,11 IE 6" W=429.34 (E) C0.30 893142.50 4256264.21 IE 8" OUT=429.18 jS) IE 6" IN=430.06 (E) IE 6" IN=430.06 (SE) C0.11 893079.48 4255691.66 IE 6" IN=430,08 (S) WYE -24 893001.12 4256078.97 IE 6" OUT=430.06 (W) IE 6" IN=428.71 (N) CO -32 893151.06 4255747.73 IE 6" IN=428.71 (E) WYE -25 893076.21 4255891.56 IE 6" OUT=428.71 (S) IE 8" IN=428.18 (S) CO -14 892998.83 4255760.37 IE 8" OUT=428.18 (N) WYE -26 893035.87 4258124,63 IE 6" tN=429.76 (S) CO -i5 693028.92 4255846.97 IE 6"OUT=429.76 (N) CONN -02 892738.72 4255781,77 IE 10" IN=427.95 (NE) CO -17 892786.53 4255836.52 IE6"IN=428.26 (NW) CONN43 892730.32 4256021.55 IE 10" OUT=427.95.(SW) OF -01 893080.98 4258340.80 IE 6" IN=428.42 (NE) C0.18 892803.50 4255858.92 IE 6" IN=428.42 (E) PERF -07 893076.26 4255889.98 IE 10" OUT=428.09 ($W) PERF -02 892950.12 4255888.64 IE 8" IN=428.98 (N) C0.19 892759.24 4256025.29 IE 8" IN=428.80 (E) PERF -04 893070.24 4256082.70 IE 10" OUT=428.63 (S) STUB -01 893221.86 4258212.68 IE 6" IN=429.76 (N) CO -20 892798.02 4256034.36 IE 8" IN=429.76 (E) IE 8" OUT=429.78 (S) IE 6" IN=429.65 (E) CO -21 892754.90 4256164.37 IE B"IN=429.45 (N) IE 8" OUT=429.50 (W) IE 8" IN=429.32 (E) CO -22 892755.98 4256129.76 IE 6" IN=429.48(8) IE 8" OUT=429.32 (W) SD STRUCTURE TABLE STRUCTURED NORTHING FASTING RIM ELEVATION INVERT ELEVATIONS AD -21 892761.17 4256001.55 433.33 IE 6" OUT=429.42 (E) AD -22 892762.69 4255952.77 433.23 IE 6" OUT=430.64 (NW) AD -23 892772.86 4255709.82 432.09 IE 6" OUT=428.71 (E) AD -24 893168.87 4255939.86 433.53 IE 6" OUT=430.48 (SW) AD -ZS 893053.86 4255890.86 435.34 IE6'"OUr`=430.59 (N) AD -26 692975.25 4255888.41 435.10 IE 6"OUT=431,58 (W) AD -27 893047.96 4256060.43 435.30 IE 6"OUT=432.59 (S) AD -28 892969.33 4256077.97 435.32 IE 8" OUT=432.29 (N) AD -29 893042.00 4255647.74 433.32 IE 6"OUT=429.60 (W) AD -30 592991,38 4255846.17 433.38 IE 6" OUT=430.69 (E) AD -31 893033.42 4256122.72 433.82 IE 6" OUT=429.50 (NE) AD -32 892982.80 4256121.14 433.90 IE6"OUT=429.75 (W) CB -01 PER PLAN PER PLAN 431.37 IE 6" OUT=429.37 (W) CB -02 PER PLAN PER PLAN 431.32 IE 6" OUT=429.42 (E) CB -03 PER PLAN PER PLAN 431.61 IE 6" OUT=429.48 (E) CB -04 PER PLAN PER PLAN 431,61 IE 6"OUT=429.48 (W) CB -05 PER PLAN PER PLAN 431.11 IE 8"OUT=426.67 (E) CB -O6 PER PLAN PER PLAN 431.15 IE 6" OUT=426.67 (W) CB -07 PER PLAN PER PLAN 430.89 IE 6"OUT=428.11 (W) CB -08 PER PLAN PER PLAN 431.35 IE 6"OUT=429.14 (W) SD STRUCTURE TABLE STRUCTURE ID NORTHING FASTING INVERT ELEVATIONS INVERT ELEVATIONS CB -09 PER PLAN IE 12" IN=428.40 (W) 430.89 IE 8" OUT=428.15 (S) CB -10 IE 8"IN=428.78 (S) C0.23 893027.39 4256207.81 IE 8" IN=428.78 (N) PER PLAN PER PLAN 432.67 IE 12" OUT=428.39 (E) CB -12 PER PLAN PER PLAN IE 12" IN=426.06 (W) CO -24 693024,99 4256283.12 IE 12" OUT=428.06 (NE) 431.30 iE fi" Oi17=428.95 (SE) CB -14 IE 6" IN=429.85 (S) CO -25 892957.95 4258106.53 IE 6" IN=429.85 (E) 893045.47 4256677.80 427.77 IE 8" OUT=429.89 (N) MH -01 693096.67 4255831.73 IE 6" IN=429.78 (NW) C0.26 893050.59 4256105.77 IE 8" IN=429.78 (N) 433.93 IE 8" IN=429.1 i (S) IE 6" IN=429.27 (NW) IE 12" OUT=428.73 (E) TD -01 IE 6"OUT=429.78 (SE) 4255804.37 434.71 IE 6" OUT=430.13 (NW) IE 6" IN=430.31 (NW) CO -27 893072.59 4256077.57 IE 6" IN=430.31 (NW) TD -03 893105.18 4256070.34 IE 6" OUT=430.31 (SE) IE 6" OUT=430.76 (SW) TD -04 892936.50 IE 6" IN=436.64 (NW) CO -28 893102,92 4256064.92 IE 6" IN=430.64 (NE) 4255876.70 432.80 IE 12" IN=426.49 (E) IE 12" OUT=428.49 (W) IE 6" OUT=430.64 (SE) 892745.23 4255782.00 432.52 IE 6" IN=429.42 (W) CO -29 892931.10 4256204.61 IE 6" IN=429.42 (E) IE 10" IN=428.56 (N) IE 10" OUT=428.56 (S) IE 8" OUT=429.28 (N) IE 6" IN=428.93 (NW) C0.30 893142.50 4256264.21 IE 6" IN=428.89 (W) IE 6" OUT=428.91 (SE) IE 12" IN=427.34 (E) CO -31 SD STRUCTURE TABLE STRUCTURE ID NORTHING FASTING INVERT ELEVATIONS INVERT ELEVATIONS CB -09 PER PLAN IE 12" IN=428.40 (W) 430.89 IE 8" OUT=428.15 (S) CB -10 IE 8"IN=428.78 (S) C0.23 893027.39 4256207.81 IE 8" IN=428.78 (N) PER PLAN PER PLAN 432.67 IE 12" OUT=428.39 (E) CB -12 PER PLAN PER PLAN IE 12" IN=426.06 (W) CO -24 693024,99 4256283.12 IE 12" OUT=428.06 (NE) 431.30 iE fi" Oi17=428.95 (SE) CB -14 IE 6" IN=429.85 (S) CO -25 892957.95 4258106.53 IE 6" IN=429.85 (E) 893045.47 4256677.80 427.77 IE 8" OUT=429.89 (N) MH -01 693096.67 4255831.73 IE 6" IN=429.78 (NW) C0.26 893050.59 4256105.77 IE 8" IN=429.78 (N) 433.93 IE 8" IN=429.1 i (S) IE 6" IN=429.27 (NW) IE 12" OUT=428.73 (E) TD -01 IE 6"OUT=429.78 (SE) 4255804.37 434.71 IE 6" OUT=430.13 (NW) IE 6" IN=430.31 (NW) CO -27 893072.59 4256077.57 IE 6" IN=430.31 (NW) TD -03 893105.18 4256070.34 IE 6" OUT=430.31 (SE) IE 6" OUT=430.76 (SW) TD -04 892936.50 IE 6" IN=436.64 (NW) CO -28 893102,92 4256064.92 IE 6" IN=430.64 (NE) 4255876.70 432.80 IE 12" IN=426.49 (E) IE 12" OUT=428.49 (W) IE 6" OUT=430.64 (SE) 892745.23 4255782.00 432.52 IE 6" IN=429.42 (W) CO -29 892931.10 4256204.61 IE 6" IN=429.42 (E) IE 10" IN=428.56 (N) IE 10" OUT=428.56 (S) IE 8" OUT=429.28 (N) IE 6" IN=428.93 (NW) C0.30 893142.50 4256264.21 IE 6" IN=428.89 (W) IE 6" OUT=428.91 (SE) IE 12" IN=427.34 (E) CO -31 893098.78 4255763.46 IE 8" IN=427.66 (S) WYE -24 893001.12 4256078.97 IE 12"OUT=427.33 (W) IE fi" IN=429.55 (NE) CO -32 893734.49 4255888.37 IE 6" IN=429.55 (SE) WYE -25 893076.21 4255891.56 IE 6" OUT=429.55 (SW) IE 48" IN=423.21 (S) CONN -01 893263.43 4256655.33 IE 24" IN=424.23 (SW) WYE -26 893035.87 4258124,63 IE 48"OUT=423.21 (N) IE 10" IN=427.58 (N) CONN -02 892738.72 4255781,77 IE 12"OUT=427.41 (S) WYE -27 892984.60 4256116.15 IE 10" IN=428.48 (N) CONN43 892730.32 4256021.55 IE 12"OUT=426.31 (S) OF -01 893080.98 4258340.80 IE 12" IN=427.77 (SW) OF -02 893236.53 4256625.82 IE 24"OUT=424.33 (NE) PERF -07 893076.26 4255889.98 IE 4" OUT=430.32 (E) PERF -02 892950.12 4255888.64 IE4"OUT=432,13 (S) PERF -03 892945.59 4256076.84 IE 4" OUT=430.97 (S) PERF -04 893070.24 4256082.70 IE 4" OUT=430.41 (SW) STUB -01 893221.86 4258212.68 IE 8" OUT=429.40 (E) SD STRUCTURE TABLE STRUCTURED NORTHING FASTING RIM ELEVATION INVERT ELEVATIONS CB -09 PER PLAN PER PLAN 430.89 IE 8" OUT=428.15 (S) CB -10 PER PLAN PER PLAN 431.52 IE 6" OUT=429.60 (SE) CB -11 PER PLAN PER PLAN 432.67 IE 6° OUT=429.55 (S) CB -12 PER PLAN PER PLAN 431.64 IE 6° OUT=429.84 (SE) CB -13 PER PLAN PER PLAN 431.30 iE fi" Oi17=428.95 (SE) CB -14 PER PLAN PER PLAN 432.11 IE B"OUT=429.81 (S) DI -01 893045.47 4256677.80 427.77 IE 12" OUT=425.73 (SE) MH -01 693096.67 4255831.73 432.54 IE 6" IN=428.53 (NE) IE 6" IN=428.37 (S) IE 12"OUT=428.02 (W) MH -02 693029.77 4256132.46 433.93 IE 8" IN=429.1 i (S) IE 6" IN=429.27 (NW) IE 12" OUT=428.73 (E) TD -01 893110.52 4255804.37 434.71 IE 6" OUT=430.13 (NW) TD -02 892930.64 4256075.95 435.22 IE 6" OUT=430.91 (N) TD -03 893105.18 4256070.34 434.77 IE 6" OUT=430.76 (SW) TD -04 892936.50 4255888.01 434,23 IE6"OUT=432.01 (NW) WOMH•Oi 893101.45 4255876.70 432.80 IE 12" IN=426.49 (E) IE 12" OUT=428.49 (W) WOMH-02 892745.23 4255782.00 432.52 IE 10" IN=427.61 (NE) IE 6" IN=427.94 (W) IE 10"OUT=427.61 (S) WOMH-03 892745.28 4256022.02 433.88 IE 10" IN=428.56 (N) IE 10" OUT=428.56 (S) SD STRUCTURE TABLE STRUCTURED NORTHING FASTING INVERT ELEVATIONS STUB -02 893201.84 4255749.31 IE 4" OUT=429.88 (S) STUB -03 893198.98 4255797.24 IE 4" OUT=430.37 (S) STUB -04 893001.35 4256071.82 IE 6" OUT=432.01 (E) STUB -05 893066.77 4255904.55 IE 6" OUT=430.42 (NW) STUB -06 892935.78 4258098.52 IE 8" OUT=430.32 (N) STUB -07 892942.93 4255866.31 IE 8" OUT=431,52 (N) IE 6" IN=429.24 (E) WYE -0i 893070.49 4255851.70 IE 6" IN=429.24 (N) IE 6" OUT=429.24 (W) IE 6" IN=429.21 (NE) WYE -02 893121.94 4255889.57 IE 6" IN=429.21 (NW) IE 6" OUT=429.21 (SW) WYE -03 893146.45 4256137.60 IE 6" IN=429.52 (NW) IE 6" OUT=429.52 (E) IE 6" IN=430.71 (W) WYE -04 892940.40 4258076.28 IE 4" IN=430.86 (N) IE 6" IN=430.71 (S) IE 8"OUT=430.71 (E) IE 6" IN=431.90 (E) WYE -05 692946.31 4255888.52 IE4"IN=432.05 (N) IE 6" OUT=431.90 (W) IE 8" IN=431.78 (E) WYE -O6 892946.50 4255882.38 IE 8" IN=431.78 (SE) IE 6" OUT=431.78 (W) IE 8" IN=430.24 (S) WYE -07 892939.66 4256099.92 IE 6" IN=430:24 (W) IE 6"OUT=430.24 (N) IE 6" IN=430.05 (N) WYE -OB 893066.82 4256106.34 IE 6" IN=430.05 (E) IE 6" OUT=430.05 (S) IE 6" IN=430.23 (NW) WYE -09 893069.21 4256081.89 IE 4" IN=430.38 (NE) IE 6" OUT=430.23 (SE) IE 6" IN=431.44 (S) WYE -t0 892947.03 4255865.38 IE 6" IN=431.44 (E) IE 6" OUT=431.44 (N) IE 6" IN=431.15 (S) WYE -11 692961.17 425586220 IE 6" IN=431.15{W) IE 6" OUT=431.95 (N) IE 8" IN=429.35 (S) WYE -12 892999.79 4256121.64 IE 6" IN=429.51 (W) IE 8" OUT=429.35 (N) IE 6" IN=429.65 (N) WYE -13 892792.71 4256033.14 IE 6" IN=429.85 (W) IE 6" IN=429.59 (SE) WYE -14 892801.67 4255917.28 IE 6" IN=429.59 (E) " OUT=429.59 (W) SD STRUCTURE TABLE STRUCTURE ID NORTHING FASTING INVERT ELEVATIONS IE t0" IN=428.62 (N) WYE -15 892756.39 4258024.62 IE 6" IN=428.95 (W) IE 10" OUT=428.82 (S) IE 4" IN=428.98 (N) WYE -16 893157.19 4255747.92 IE 4" IN=429.01 (NE) IE 6" OUT=428.83 (S) IE 10" IN=428.06 (NE) WYE -17 892799.51 4255853.68 IE 8" IN=428.39 (NW) IE 10" OUT=428,06 (SW) IE t0" IN=427.73 (NE) WYE -18 892760.03 4255801.54 IE 6" IN=428.06 (NW) IE 10" OUT=427.73 (SW) IE 12" IN=427.50 (E) WYE -19 893098.30 4255779.11 IE 6" IN=428.00 (N) IE 12" OUT=427.50 (W) IE 6" IN=427.94 (N) WYE -21 693112.58 4255748.53 IE 6" IN=427.94 (E) IE 6" OUT=427.94 (S) IE 12" IN=427.16 (E) WYE -22 893099.31 4255746.11 IE 6"IN=427.67 (N) IE 12" OUT=427.16 (W) IE 12"IN=427.88 (SW) WYE -23 893049.43 4256322.29 IE 6"IN=428.36 (NW) IE i2"QUT=427,88 {NE) IE 6"IN=431.64 (W) IE 8"IN=431.86 (N) WYE -24 893001.12 4256078.97 IE 6" IN=431.68 (S) IE 6" OUT=431.64 (E) IE 8" IN=430.15 (S) WYE -25 893076.21 4255891.56 IE 4" IN=430.28 (W) IE 8" OUT=430.14 (N) IE 6" IN=429.42 (NW) WYE -26 893035.87 4258124,63 IE 6" IN=429.44 (SW) IE 6" OUT=429.42 (SE) IE 8" IN=429.48 (S) WYE -27 892984.60 4256116.15 IE 6" IN=429.65 (E) IE 8" OUT=429.48 (N) IE 6" IN=430.49 (S) WYE -26 892993.36 4255854.97 IE6"IN=430.51 (W) IE 8" OUT=430.49 (N) IE 6" IN=429.51 (S) WYE -29 89304120 4255844.20 IE 6" IN=429.53 (E) IE 8" OUT=429.51 (N) IE 6" IN=429.39 (NE) WYE -30 893128.71 4255679.71 IE 6" OUT=429.65 (S) IE 6" OUT=429.39 (SW) IE 6" IN=428.97 (S) WYE -31 893067.48 4255838.30 IE 6"]N=428.97 (E) SD STRUCTURE TABLE STRUCTURE ID NORTHING FASTING INVERT ELEVATIONS IE t0" IN=428.62 (N) WYE -15 892756.39 4258024.62 IE 6" IN=428.95 (W) IE 10" OUT=428.82 (S) IE 4" IN=428.98 (N) WYE -16 893157.19 4255747.92 IE 4" IN=429.01 (NE) IE 6" OUT=428.83 (S) IE 10" IN=428.06 (NE) WYE -17 892799.51 4255853.68 IE 8" IN=428.39 (NW) IE 10" OUT=428,06 (SW) IE t0" IN=427.73 (NE) WYE -18 892760.03 4255801.54 IE 6" IN=428.06 (NW) IE 10" OUT=427.73 (SW) IE 12" IN=427.50 (E) WYE -19 893098.30 4255779.11 IE 6" IN=428.00 (N) IE 12" OUT=427.50 (W) IE 6" IN=427.94 (N) WYE -21 693112.58 4255748.53 IE 6" IN=427.94 (E) IE 6" OUT=427.94 (S) IE 12" IN=427.16 (E) WYE -22 893099.31 4255746.11 IE 6"IN=427.67 (N) IE 12" OUT=427.16 (W) IE 12"IN=427.88 (SW) WYE -23 893049.43 4256322.29 IE 6"IN=428.36 (NW) IE i2"QUT=427,88 {NE) IE 6"IN=431.64 (W) IE 8"IN=431.86 (N) WYE -24 893001.12 4256078.97 IE 6" IN=431.68 (S) IE 6" OUT=431.64 (E) IE 8" IN=430.15 (S) WYE -25 893076.21 4255891.56 IE 4" IN=430.28 (W) IE 8" OUT=430.14 (N) IE 6" IN=429.42 (NW) WYE -26 893035.87 4258124,63 IE 6" IN=429.44 (SW) IE 6" OUT=429.42 (SE) IE 8" IN=429.48 (S) WYE -27 892984.60 4256116.15 IE 6" IN=429.65 (E) IE 8" OUT=429.48 (N) IE 6" IN=430.49 (S) WYE -26 892993.36 4255854.97 IE6"IN=430.51 (W) IE 8" OUT=430.49 (N) IE 6" IN=429.51 (S) WYE -29 89304120 4255844.20 IE 6" IN=429.53 (E) IE 8" OUT=429.51 (N) IE 6" IN=429.39 (NE) WYE -30 893128.71 4255679.71 IE fi" IN=429.39 (NW) IE 6" OUT=429.39 (SW) IE 6" IN=428.97 (S) WYE -31 893067.48 4255838.30 IE 6"]N=428.97 (E) IE 6°OUT=428.97 (N) IE 6"IN=430.99 (S) WYE -32 892988.98 4255860.45 IE 6" IN=431.01 IE) HKS ARCHITECT HKS ARCHITECTS, INC. 80 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CIN, UT 84130 CIVIL ENGINEER J£PPP CONSULTING ENGINEERS 800 WILLAMETTE ST, SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN 80ERUM 8 FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CIN, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 P" of Fssi�y 56481 9 9l NIGITNLLYSIGNEp 2022.08.1$ 15:26:55-07'00' WOREGO E%PINhTION OAif: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS MKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE STORM DRAINAGE STRUCTURE TABLES SHEET NO. C5.03 IA _A I;" -_41"), IOL — -- — -- 4" ' '�T�,V w� M ----------- iolloo— INTERNATIONAL WAY 777 7 (T SCALE 1 INCH = 40 FEET 6esi_m��� 40 0 40 80 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 56481 D P R I N N 491o" 1 DIWALLY 54NED 2022.06 15 15:26:55-07'00' '�I.REIC) Aiv N. 0 r7PIMON DATE, 6/30/23 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE OVERALL UTILITY PLAN SHEET NO. ®2022 HKS, INC.MOO O '71 n E E E E E Ems' E _E G CLOTHING HING T7 BUILDING 4,0 GROUNDS BUILDING _A I;" -_41"), IOL — -- — -- 4" ' '�T�,V w� M ----------- iolloo— INTERNATIONAL WAY 777 7 (T SCALE 1 INCH = 40 FEET 6esi_m��� 40 0 40 80 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 56481 D P R I N N 491o" 1 DIWALLY 54NED 2022.06 15 15:26:55-07'00' '�I.REIC) Aiv N. 0 r7PIMON DATE, 6/30/23 REVISION NO. DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE OVERALL UTILITY PLAN SHEET NO. ®2022 HKS, INC.MOO W STRUCTURE TABLE STRUCTURED NORTHING EASTING HB -04 892814.94 4255890.26 HB -05 893004.15 4255896.16 HB -06 893029.19 4255811.46 STUB -01 893004.09 4255898.16 STUB -02 893026.46 4255898.86 STUB -03 893198.37 4255816.73 VS -03 892810.35 4256037.19 FP STRUCTURE TABLE STRUCTURED NORTHING EASTING HB -02 892812.03 42558807 HB -04 893015.24 4255893.51 STUB -01 893015.08 4255898.50 S STRUCTURE TABLE STRUCTURED NORTHING EASTING C&01 893211.14 4255831.12 CO -01 893099.04 4255656.40 CO -02 893153.84 4255740.06 CO -03 893190.13 4255795.47 CO -04 892737.85 4256036.08 CO -05 892920.50 4256038.88 EX MH -01 893099.85 4255630.46 STUB -01 893199.02 4255795.75 STUB -02 893211.56 4255817.67 STUB -03 892941.34 4256036.66 SHEET NOTES 1. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1107.02. 2. OFF-SITE (IN ROW) PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CITY STD DWG W1.17 AND W1.17.11C7.05. 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF STRUCTURE. 4. INSTALL THRUST BLOCK FOR FIRE AND WATER LINES PER DETAIL W1.26/C7,06. S. PROVIDE 12" MIN CLEARANCE AT ALL UTILITY CROSSINGS. ADJUST NON -GRAVITY UTILITY AS REQUIRED AT CROSSINGS TO PROVIDE REQUIRED CLEARANCE. 6. ALL UTILITY SERVICE PIPING WITHIN 5' OF BUILDING SHALL BE AN APPROVED MATERIAL ACCORDING TO THE UNIFORM BUILDING CODE. 7. CONTRACTOR SHALL VERIFY SIZE OF FDC LINES AND NUMBER OF PORTS WITH FIRE SPRINKLER DESIGNER AND CONTRACTOR PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL VERIFY BUILDING UTILITY POC'S ARCH/MEP BETWEEN CIVIL AND OTHER PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN HORIZONTAL AND VERTICAL DIMENSIONS. 9. USE COMMERCIALLY MANUFACTURED 45 DEGREE WYE FITTINGS FOR HORIZONTAL SEWER PIPING BRANCH. CONNECTIONS. OX UTILITY KEY NOTES # DESCRIPTION DETAIL - REF. 1 CONNECT SANITARY LATERAL TO EX SSMH. CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION 2 SANITARY AREA DRAIN WITH PRIMED TRAP AND VENT TO ROOF. REFERENCE PLUMBING PLANS FOR CONTINUATION 7.0 3 REPLACE EX SSMH WITH CLEANOUT. CONTRACTOR TO VERIFY POINT OF 11 CONNECTION PRIOR TO CONSTRUCITON CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL SERVICE WITH 4 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE MECHANICAL PLANS 5 ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLANS 6 ELECTRICAL SERVICE LINE. SEE ELECTRICAL PLANS 7 24x36" ELECTRICAL HAND HOLE, SEE ELECTRICAL PLANS CONTRACTOR TO COORDINATE INSTALLATION OF NATURAL GAS SERVICE WITH 8 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE MECHANICAL PLANS 9 NATURAL GAS SERVICE LINE. SEE MECHANICAL PLANS CONTRACTOR TO COORDINATE INSTALLATION OF TELECOM SERVICE WITH 10 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE ELECTRICAL PLANS 11 24x36" TELECOM HAND HOLE, SEE ELECTRICAL PLANS 12 TELECOM SERVICE LINE. SEE ELECTRICAL PLANS 13 6":DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN TEMPLE 2.0 BUILDING 14 4" DCDA IN ABOVE -GRADE. HOT BOX TO SERVICE FIRE PROTECTION IN CLOTHING 2.0 BUILDING 7. 15 2" DOMESTIC WATER SERVICE METER TO TEMPLE BUILDING 1.0 16 1-112" DOMESTIC WATER SERVICE METER TO CLOTHING BUILDING 1.0 17 3" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN TEMPLE 20 BUILDING 18 2" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN CLOTHING 2.0 BUILDING 19 1-112" IRRIGATION WATER SERVICE METER 1.0 20 2" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE IRRIGATION SERVICE 7.0 0 BUILDING POINTS OF CONNECTION NOTE DESCRIPTION E CONNECT TO BUILDING ELECTRICAL SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION FP CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED. SEE PLUMBING PLANS FOR CONTINUATION G CONNECT TO GAS METER. CONTRACTOR TO COORDINATE WITH GAS COMPANY. SEE PLUMBING PLANS FOR CONTINUATION IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED T CONNECT TO BUILDING TELECOM SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION W CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED UTILITY LABEL LEGEND STRUCTURE LABEL UTILITY TYPE (S=SANITARY SEWER, W=WATER, FP=FIRE PROTECTION) rr__ STRUCTURE TYPE CALLOUT XX XX -XX ID NUMBER (WHERE APPLICABLE) RIM IE IN =XX.X��- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XX.X HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 (Lf/ . 56481 DWALLY SIGNED 2022. 15:26 OREGON z EXPIMTION DATE: 6/30/23 REVISION NO, DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE UTILITY PLAN SCALE i INCH = 20 FEET SHEET NO. 20 0 20 40 C 202 HKS, INC. C6.O1 PIPE LABEL UTILITY LENGTH SIZE �UTILITY j-UTILITY TYPE XXLF -XX"XX S=X.XX% - SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REF. CB SANITARY CATCH BASIN 011 CO CLEANOUT TO GRADE CONN CONNECT TO EX SYSTEM DCVA DOUBLE CHECK VALVE ASSEMBLY 2.0 O7. DCDA DOUBLE CHECK DETECTOR VALVE ASSEMBLY 2.0 7. FDC FIRE DEPARTMENT CONNECTION 2.0 7. FH FIRE HYDRANT " 1.1 7. GM GAS METER GV GATE VALVE HS HORIZONTAL BEND STUB STUB CONNECTION TO BUILDING SYSTEM TEE TEE CONNECTION VB VERTICAL BEND WM WATER METER 7. HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 (Lf/ . 56481 DWALLY SIGNED 2022. 15:26 OREGON z EXPIMTION DATE: 6/30/23 REVISION NO, DESCRIPTION DATE PROJECTNUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE UTILITY PLAN SCALE i INCH = 20 FEET SHEET NO. 20 0 20 40 C 202 HKS, INC. C6.O1 F- Nu NORTHING EASTING DCVA-01 892729.19 _ - , DCVA-02 C/) 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 _ -- N `v voi 4256286.06 SHEET NOTES 892802.54 \ N o 892745.60 4256301.05 HB -O8 - 4256294.03 HB -09 892803.53 4256295.60 HB -10 892926.75 4256289.44 HB -11 893187.34 4256297.57 HB -12 893192.05 4256146.40 HB -13 893223.19 4256147.37 ON-SITE ITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE DONE PER DETAIL 1/C7.02. 893223.13 4256149.37 STUB -05 , 4256276.89 VB -02 _ 4256165.89 WM-01 892723.42 4256296.85 WM-02 892723.31 ,...---•- -�'= -` _- 892724.09 -- �` TEE -04 892720.87 } C -- 892732.62 4256282.38 TEE -O6 2. OFF-SITE IN ROW PIPE BEDDING AND TRENCH BACKFILL AND SURFACING PER CIN STD DWG TEE -07 892721.04 4256276.52 VB -01 892803.34 4256165.80 VB -02 893020.35 _ W1.17 AND W1.17.1/C7.05. \ 3. STRUCTURES LOCATIONS ARE BASED ON CENTER OF ST RUCTURE. S S STUB -04 ,, '+ 4, INSTALL THRUST BLOCK FOR FIRE AND WATER LINES PER DETAIL W1.26/C7.05. IE 4"=430.19 E ' E E E E S CO -0B- 5. PROVIDE 12" MIN CLEARANCE AT ALL UTILITY CROSSINGS. ADJUST NON -GRAVITY UTILITY AS 2 L -1-1l2"W 29LF-3"W� 4" OUT=429.35 (S) REQUIRED AT CROSSINGS TO PROVIDE REQUIRED CLEARANCE. E "1� r; FPFP FP' W HB -13 G ` CLOTHINC ; i ) i. I 6. ALL UTILITY SERVICE PIPING WITHIN F OF BUILDING SHALL BE AN APPROVED MATERIAL G I c�'279LF-&T BUILDING ACCORDING TO THE UNIFORM BUILDING CODE. 9 WTie=axo WSTUB-04 1-1/2" - ` GFp HE.08 7. CONTRACTOR SHALL VERIFY SIZE OF FDC LINES AND NUMBER OF PORTS WITH FIRE I / FP STUB -02 "" SPRINKLER DESIGNER AND CONTRACTOR PRIOR TO CONSTRUCTION. 4•v'r's 5LF-4"FP FP 4" ; ` G vy 2 LL - ,- - a 8. CONTRACTOR SHALL VERIFY BUILDING UTILITY POC'S ARCH/MEP BETWEEN CIVIL AND OTHER 1 Jy Jr"> -"` p I PLANS PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES BETWEEN `Gle "''T- '151LFW -WHB-11 I HORIZONTAL AND VERTICAL DIMENSIONS. Gc --{- W W ---i`r r Vv vv W WW9. USE COMMERCIALLY MANUFACTURED 45 DEGREE WYE FITTINGS FOR HORIZONTAL SEWER FP FP FP FP P FP FPP 4 PfPING BRANCH CONNECTIONS. HB -07 - 151 LF 4"FP " v` W HB -12 � r _ FP HB -06 ' � sco-os � 1 � UTILITY KEY NOTES IE 4" IN=429.85 (NE) F- Nu NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 C/) 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 t I o N `v voi 4256286.06 I RJ 892802.54 \ N o F- Nu NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 892729.08 4256300.53 DCVA-03 892729.86 4256276.80 S CO -07 IE 4' IN=428 98 (N)IE4 OUT 42898(SW) Nu NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 892729.08 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 4256297.44 HB -02 892764.25 4256286.06 HB -03 892802.54 4256287.57 HB -07 892745.60 4256301.05 HB -O8 892753.07 4256294.03 HB -09 892803.53 4256295.60 HB -10 892926.75 4256289.44 HB -11 893187.34 4256297.57 HB -12 893192.05 4256146.40 HB -13 893223.19 4256147.37 STUB -04 893223.13 4256149.37 STUB -05 , 4256276.89 VB -02 892806.34 4256165.89 WM-01 892723.42 4256296.85 WM-02 892723.31 4256300.35 WM-03 892724.09 4256276.62 TEE -04 892720.87 4256282.02 TEE -05 892732.62 4256282.38 TEE -O6 892732.38 4256290.38 TEE -07 892721.04 4256276.52 VB -01 892803.34 4256165.80 VB -02 893020.35 S CO -0B- IE 4" IN -429.35 N OIE 29LF-3"W� 4" OUT=429.35 (S) � FP,� FPFP FP' I c�'279LF-&T S CO -07 IE 4' IN=428 98 (N)IE4 OUT 42898(SW) y + # DESCRIPTION DETAIL REF. ` I i CONNECT SANITARY LATERAL TO EX SSMH. CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION SANITARY AREA DRAIN WITH PRIMED TRAP AND VENT TO ROOF. REFERENCE 3 2 PLUMBING PLANS FOR CONTINUATION 7.0 1 3 REPLACE EX SSMH WITH CLEANOUT. CONTRACTOR TO VERIFY POINT OF 11 s CONNECTION PRIOR TO CONSTRUCITON i ti=•*"w�;,- s „7 I CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL SERVICE WITH 4 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION, REFERENCE MECHANICAL PLANS lie1 _ P 5 ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLANS A 3 6 ELECTRICAL SERVICE LINE. SEE ELECTRICAL PLANS `G"x Asx3y. ' 7 2436" ELECTRICAL HAND HOLE. SEE ELECTRICAL PLANS h / A CONTRACTOR TO COORDINATE INSTALLATION OF NATURAL GAS SERVICE WITH 8 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE MECHANICAL PLANS --- - 9 NATURAL GAS SERVICE LINE. SEE MECHANICAL PLANS CONTRACTOR TO COORDINATE INSTALLATION OF TELECOM SERVICE WITH W HB -02 LL i" 9 10 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED a W HB -08 i FOR INSTALLATION, REFERENCE ELECTRICAL PLANS 11 24x36" TELECOM HAND HOLE. SEE ELECTRICAL PLANS � 1 l 7y a 12 TELECOM SERVICE LINE. SEE ELECTRICAL PLANS X19 i ' ' 6" DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN TEMPLE 2.0 LLi ) 13 BUILDING � � 14 4"DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN CLOTHING 2.0 W HB -07 1 ` BUILDING 15 3" DOMESTIC WATER SERVICE METER TO TEMPLE BUILDING d W HB -01 16 1-112" DOMESTIC WATER SERVICE METER TO CLOTHING BUILDING 1.0 CLI ;k 'q 3" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN TEMPLE 2 O 17 6 LL i I BUILDING Z FP TEE -05 LL FP FDC 02 2 DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN CLOTHING 4LF-4"FP 3 f + 18 BUILDING -® FP DCDA-01 13 "-� , 2 1A FP TEE -06 3 4 d 19 1-1/2" IRRIGATION WATER SERVICE METER LL 1 �' 3LF-4"FP Fp 14 FP FDC -01 _DCDA-02 I % 20 2" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE IRRIGATION SERVICE WSTUB-05 0 2' IR 1 17 W DCVA 01 < , ? " FI II 0 BUILDING POINTS OF CONNECTION 3LF - 2"W T T , 18 W DCVA-02 / 50' ❑ ❑ i NOTE DESCRIPTION PRIVATE UTILITY W DCVA-03 20 ,4EASEM"NT 6 LF 2"W • E CONNECT TO BUILDING ELECTRICAL SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION e 10 LF 6 LIF - 3"W 6 LF -1-1/2"W CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED, SEE PLUMBING PLANS FOR 10LF-4"FP ip J FP W WM-03 19 6"FP LL � ', CONTINUATION WM-01 15 i6 W WM4+ „ CONNECT TO GAS METER. CONTRACTOR TO COORDINATE WITH GAS COMPANY. SEE 2 % 3LF-1-i12"W PP_��.,.. .,. FP GV 04 �., 3LF - 2"W-P� 1 / ( I r u, r' PLUMBING PLANS FOR CONTINUATION - - "W FP CONN 01 IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION ...._..� ... - GV -03 _ .. , �..,,,.....,-.. W GV -01 FP GV� ~. FP FP FP FP - FPLF 1 1 n S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED FP TEE -07 F ` " o j w - "- 45 LF - B FP TEE -04 FP TEE -03 FP TEE -02 `- FP TEE -01 I 8 T CONNECT TO BUILDING TELECOM SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION g BULL t CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS FP FH -01 . , _ 1 - W a _ NOTED - _ r UTILITY LABEL LEGEND "s STRUCTURE LABEL WATER AND FIRE SERVICE ENLARGEMENT UTILITY TYPE (S=SANITARY SEWER,W=WATER, FP=FIRE SCALE: 1" = 5' Fr --STRUCTURE PROTECTION) TYPE CALLOUT W FP - FP VB -01 u W VB -02 _W ALIGN- FP FP. W STRUCTURE TABLE Nu NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 892729.08 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 4256297.44 HB -02 892764.25 4256286.06 HB -03 892802.54 4256287.57 HB -07 892745.60 4256301.05 HB -O8 892753.07 4256294.03 HB -09 892803.53 4256295.60 HB -10 892926.75 4256289.44 HB -11 893187.34 4256297.57 HB -12 893192.05 4256146.40 HB -13 893223.19 4256147.37 STUB -04 893223.13 4256149.37 STUB -05 892732.85 4256276.89 VB -02 892806.34 4256165.89 WM-01 892723.42 4256296.85 WM-02 892723.31 4256300.35 WM-03 892724.09 4256276.62 TEE -04 892720.87 4256282.02 TEE -05 892732.62 4256282.38 TEE -O6 892732.38 4256290.38 TEE -07 892721.04 4256276.52 VB -01 892803.34 4256165.80 VB -02 893020.35 29LF-3"W� � FP,� FPFP FP' I c�'279LF-&T y + # DESCRIPTION DETAIL REF. ` I i CONNECT SANITARY LATERAL TO EX SSMH. CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION SANITARY AREA DRAIN WITH PRIMED TRAP AND VENT TO ROOF. REFERENCE 3 2 PLUMBING PLANS FOR CONTINUATION 7.0 1 3 REPLACE EX SSMH WITH CLEANOUT. CONTRACTOR TO VERIFY POINT OF 11 s CONNECTION PRIOR TO CONSTRUCITON i ti=•*"w�;,- s „7 I CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL SERVICE WITH 4 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION, REFERENCE MECHANICAL PLANS lie1 _ P 5 ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLANS A 3 6 ELECTRICAL SERVICE LINE. SEE ELECTRICAL PLANS `G"x Asx3y. ' 7 2436" ELECTRICAL HAND HOLE. SEE ELECTRICAL PLANS h / A CONTRACTOR TO COORDINATE INSTALLATION OF NATURAL GAS SERVICE WITH 8 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE MECHANICAL PLANS --- - 9 NATURAL GAS SERVICE LINE. SEE MECHANICAL PLANS CONTRACTOR TO COORDINATE INSTALLATION OF TELECOM SERVICE WITH W HB -02 LL i" 9 10 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED a W HB -08 i FOR INSTALLATION, REFERENCE ELECTRICAL PLANS 11 24x36" TELECOM HAND HOLE. SEE ELECTRICAL PLANS � 1 l 7y a 12 TELECOM SERVICE LINE. SEE ELECTRICAL PLANS X19 i ' ' 6" DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN TEMPLE 2.0 LLi ) 13 BUILDING � � 14 4"DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN CLOTHING 2.0 W HB -07 1 ` BUILDING 15 3" DOMESTIC WATER SERVICE METER TO TEMPLE BUILDING d W HB -01 16 1-112" DOMESTIC WATER SERVICE METER TO CLOTHING BUILDING 1.0 CLI ;k 'q 3" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN TEMPLE 2 O 17 6 LL i I BUILDING Z FP TEE -05 LL FP FDC 02 2 DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN CLOTHING 4LF-4"FP 3 f + 18 BUILDING -® FP DCDA-01 13 "-� , 2 1A FP TEE -06 3 4 d 19 1-1/2" IRRIGATION WATER SERVICE METER LL 1 �' 3LF-4"FP Fp 14 FP FDC -01 _DCDA-02 I % 20 2" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE IRRIGATION SERVICE WSTUB-05 0 2' IR 1 17 W DCVA 01 < , ? " FI II 0 BUILDING POINTS OF CONNECTION 3LF - 2"W T T , 18 W DCVA-02 / 50' ❑ ❑ i NOTE DESCRIPTION PRIVATE UTILITY W DCVA-03 20 ,4EASEM"NT 6 LF 2"W • E CONNECT TO BUILDING ELECTRICAL SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION e 10 LF 6 LIF - 3"W 6 LF -1-1/2"W CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED, SEE PLUMBING PLANS FOR 10LF-4"FP ip J FP W WM-03 19 6"FP LL � ', CONTINUATION WM-01 15 i6 W WM4+ „ CONNECT TO GAS METER. CONTRACTOR TO COORDINATE WITH GAS COMPANY. SEE 2 % 3LF-1-i12"W PP_��.,.. .,. FP GV 04 �., 3LF - 2"W-P� 1 / ( I r u, r' PLUMBING PLANS FOR CONTINUATION - - "W FP CONN 01 IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION ...._..� ... - GV -03 _ .. , �..,,,.....,-.. W GV -01 FP GV� ~. FP FP FP FP - FPLF 1 1 n S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED FP TEE -07 F ` " o j w - "- 45 LF - B FP TEE -04 FP TEE -03 FP TEE -02 `- FP TEE -01 I 8 T CONNECT TO BUILDING TELECOM SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION g BULL t CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS FP FH -01 . , _ 1 - W a _ NOTED - _ r UTILITY LABEL LEGEND "s STRUCTURE LABEL WATER AND FIRE SERVICE ENLARGEMENT UTILITY TYPE (S=SANITARY SEWER,W=WATER, FP=FIRE SCALE: 1" = 5' Fr --STRUCTURE PROTECTION) TYPE CALLOUT W FP - FP VB -01 u W VB -02 _W ALIGN- FP FP. W STRUCTURE TABLE Nu NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 892729.08 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 4256297.44 HB -02 892764.25 4256286.06 HB -03 892802.54 4256287.57 HB -07 892745.60 4256301.05 y + # DESCRIPTION DETAIL REF. ` I i CONNECT SANITARY LATERAL TO EX SSMH. CONTRACTOR TO VERIFY POINT OF CONNECTION PRIOR TO CONSTRUCTION SANITARY AREA DRAIN WITH PRIMED TRAP AND VENT TO ROOF. REFERENCE 3 2 PLUMBING PLANS FOR CONTINUATION 7.0 1 3 REPLACE EX SSMH WITH CLEANOUT. CONTRACTOR TO VERIFY POINT OF 11 s CONNECTION PRIOR TO CONSTRUCITON i ti=•*"w�;,- s „7 I CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL SERVICE WITH 4 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION, REFERENCE MECHANICAL PLANS lie1 _ P 5 ELECTRICAL TRANSFORMER. SEE ELECTRICAL PLANS A 3 6 ELECTRICAL SERVICE LINE. SEE ELECTRICAL PLANS `G"x Asx3y. ' 7 2436" ELECTRICAL HAND HOLE. SEE ELECTRICAL PLANS h / A CONTRACTOR TO COORDINATE INSTALLATION OF NATURAL GAS SERVICE WITH 8 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED FOR INSTALLATION. REFERENCE MECHANICAL PLANS --- - 9 NATURAL GAS SERVICE LINE. SEE MECHANICAL PLANS CONTRACTOR TO COORDINATE INSTALLATION OF TELECOM SERVICE WITH W HB -02 LL i" 9 10 PROVIDER. CONTRACTOR TO PROVIDE TRENCHING AND BACKFILL AS REQUIRED a W HB -08 i FOR INSTALLATION, REFERENCE ELECTRICAL PLANS 11 24x36" TELECOM HAND HOLE. SEE ELECTRICAL PLANS � 1 l 7y a 12 TELECOM SERVICE LINE. SEE ELECTRICAL PLANS X19 i ' ' 6" DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN TEMPLE 2.0 LLi ) 13 BUILDING � � 14 4"DCDA IN ABOVE -GRADE HOT BOX TO SERVICE FIRE PROTECTION IN CLOTHING 2.0 W HB -07 1 ` BUILDING 15 3" DOMESTIC WATER SERVICE METER TO TEMPLE BUILDING d W HB -01 16 1-112" DOMESTIC WATER SERVICE METER TO CLOTHING BUILDING 1.0 CLI ;k 'q 3" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN TEMPLE 2 O 17 6 LL i I BUILDING Z FP TEE -05 LL FP FDC 02 2 DCVA IN ABOVE -GRADE HOT BOX TO SERVICE DOMESTIC WATER IN CLOTHING 4LF-4"FP 3 f + 18 BUILDING -® FP DCDA-01 13 "-� , 2 1A FP TEE -06 3 4 d 19 1-1/2" IRRIGATION WATER SERVICE METER LL 1 �' 3LF-4"FP Fp 14 FP FDC -01 _DCDA-02 I % 20 2" DCVA IN ABOVE -GRADE HOT BOX TO SERVICE IRRIGATION SERVICE WSTUB-05 0 2' IR 1 17 W DCVA 01 < , ? " FI II 0 BUILDING POINTS OF CONNECTION 3LF - 2"W T T , 18 W DCVA-02 / 50' ❑ ❑ i NOTE DESCRIPTION PRIVATE UTILITY W DCVA-03 20 ,4EASEM"NT 6 LF 2"W • E CONNECT TO BUILDING ELECTRICAL SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION e 10 LF 6 LIF - 3"W 6 LF -1-1/2"W CONNECT TO FIRE PROTECTION SYSTEM. SIZE AS NOTED, SEE PLUMBING PLANS FOR 10LF-4"FP ip J FP W WM-03 19 6"FP LL � ', CONTINUATION WM-01 15 i6 W WM4+ „ CONNECT TO GAS METER. CONTRACTOR TO COORDINATE WITH GAS COMPANY. SEE 2 % 3LF-1-i12"W PP_��.,.. .,. FP GV 04 �., 3LF - 2"W-P� 1 / ( I r u, r' PLUMBING PLANS FOR CONTINUATION - - "W FP CONN 01 IR IRRIGATION POINT OF CONNECTION. SEE IRRIGATION PLANS FOR CONTINUATION ...._..� ... - GV -03 _ .. , �..,,,.....,-.. W GV -01 FP GV� ~. FP FP FP FP - FPLF 1 1 n S CONNECT TO WASTE LINE. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS NOTED FP TEE -07 F ` " o j w - "- 45 LF - B FP TEE -04 FP TEE -03 FP TEE -02 `- FP TEE -01 I 8 T CONNECT TO BUILDING TELECOM SYSTEM. SEE ELECTRICAL PLANS FOR CONTINUATION g BULL t CONNECT TO COLD WATER SYSTEM. SEE PLUMBING PLANS FOR CONTINUATION. SIZE AS FP FH -01 . , _ 1 - W a _ NOTED - _ r UTILITY LABEL LEGEND "s STRUCTURE LABEL WATER AND FIRE SERVICE ENLARGEMENT UTILITY TYPE (S=SANITARY SEWER,W=WATER, FP=FIRE SCALE: 1" = 5' Fr --STRUCTURE PROTECTION) TYPE CALLOUT W FP - FP VB -01 u W VB -02 _W ALIGN- FP FP. W STRUCTURE TABLE STRUCTUREID NORTHING EASTING DCVA-01 892729.19 4256297.03 DCVA-02 892729.08 4256300.53 DCVA-03 892729.86 4256276.80 GV -01 892721.88 4256296.81 HB -01 892742.14 4256297.44 HB -02 892764.25 4256286.06 HB -03 892802.54 4256287.57 HB -07 892745.60 4256301.05 HB -O8 892753.07 4256294.03 HB -09 892803.53 4256295.60 HB -10 892926.75 4256289.44 HB -11 893187.34 4256297.57 HB -12 893192.05 4256146.40 HB -13 893223.19 4256147.37 STUB -04 893223.13 4256149.37 STUB -05 892732.85 4256276.89 VB -02 892806.34 4256165.89 WM-01 892723.42 4256296.85 WM-02 892723.31 4256300.35 WM-03 892724.09 4256276.62 FP STRUCTURE TABLE STRUCTUREID NORTHING EASTING CONN -01 892719.98 4266309.36 DCDA-01 892731.18 4256282.34 DCDA-02 892730.93 4256290.34 FDC -01 892732.73 4256278.89 FDC -02 892732.27 4256293.88 FH -01 892721.38 4256264.52 GV -01 892720.08 4256306.36 GV -02 892721.19 4256271.52 GV -03 892722.87 4256282.08 GV -04 892722.62 4256290.08 HB -01 892799.64 4256284.47 HB -03 892802.38 4256292.56 HB -05 892926.84 4256286.44 HB -O6 893184.43 4256294.48 HB -07 893189.15 4256143.31 HB -08 893218.19 4256144.21 STUB -02 893218.03 4256149.21 TEE -01 892720.27 4256300.26 TEE -02 892720.38 4256296.76 TEE -03 892720.62 4256290.01 TEE -04 892720.87 4256282.02 TEE -05 892732.62 4256282.38 TEE -O6 892732.38 4256290.38 TEE -07 892721.04 4256276.52 VB -01 892803.34 4256165.80 VB -02 893020.35 S STRUCTURE TABLE STRUCTUREID NORTHING EASTING CO -06 893182.68 4256099.60 CO -07 893009.73 4256094.21 CO -O8 893082.73 4256096.48 STUB -04 893229.63 4256149.57 SCALE 1 INCH = 20 FEET 20 0 20 40 02022 HKS INC H KS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 1 OTH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 L l` 56481 '➢� OGITALLYSIGNED 2022.06.15 15:26:55-07'00' OREGON 1Y M. K EkHRATIONOATE: 6/30/23 1 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE UTILITY PLAN SHEET NO. C6.02 XX XX -XX ID NUMBER (WHERE APPLICABLE) RIM= IE IN = XX.X+- STRUCTURE INFO (WHERE APPLICABLE) IE OUT = XXX PIPE LABEL UTILITY LENGTH SIZE �UTILITY � UTILITY TYPE XXLF-XX"XX S=X.XX% - SLOPE (WHERE APPLICABLE) STRUCTURE TYPE CALLOUT DESCRIPTION DETAIL REP. CB SANITARY CATCH BASIN CO CLEANOUT TO GRADE 11 CONN CONNECT TO EX SYSTEM DCVA DOUBLE CHECK VALVE ASSEMBLY 2.0 7. ' DCDA DOUBLE CHECK DETECTOR VALVE ASSEMBLY 2A - FDC FIRE DEPARTMENT CONNECTION 2.0 7. FH FIRE HYDRANT 1.1 7 ' GM GAS METER GV GATE VALVE HB HORIZONTAL BEND STUB STUB CONNECTION TO BUILDING SYSTEM TEE TEE CONNECTION VB VERTICAL BEND WM WATER METER 1A SCALE 1 INCH = 20 FEET 20 0 20 40 02022 HKS INC H KS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 1 OTH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY. UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 L l` 56481 '➢� OGITALLYSIGNED 2022.06.15 15:26:55-07'00' OREGON 1Y M. K EkHRATIONOATE: 6/30/23 1 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE UTILITY PLAN SHEET NO. C6.02 HKS ARCHITECT HKS ARCHITECTS, INC. 90 SOUTH 400 WEST, SUITE 110 SALT LAKE CITY, UTAH 84101 INTERIOR DESIGN TENTH AVENUE DESIGN 623 10TH AVENUE SALT LAKE CITY, UT 84130 CIVIL ENGINEER KPFF -CONSULTING ENGINEERS 800 WILLAMETTE ST. SUITE 400 EUGENE, OR 97401 LANDSCAPE ARCHITECT THE SATRE GROUP 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OR 97401 STRUCTURAL ENGINEER REAVELEY 675 E 500 S, SUITE 400 SALT LAKE CITY, UT 84102 MECHANICAL ENGINEER VAN BOERUM & FRANK 181 EAST 5600 SOUTH, SUITE 200 MURRAY, UTAH 84107 ELECTRICAL ENGINEER BNA CONSULTING 635 SOUTH STATE STREET SALT LAKE CITY, UTAH 84111 EXTERIOR ENCLOSURE MORRISON HERSHFIELD 50 WEST BROADWAY, SUITE 300 SALT LAKE CITY, UTAH 84101 OWNER THE CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS 50 E NORTH TEMPLE STREET SALT LAKE CITY, UTAH 84150 WILLAMETTE VALLEY OREGON TEMPLE 300 INTERNATIONAL WAY SPRINGFIELD, OREGON 97477 ���5����� I N Z__ syr 4 W 56481 '% ! DIGITALLY SIGNED 2022'56'15 15:26:55-07'00' OREGON HEW M. KE Ek;ZMN DATE: 6/30/23 REVISION NO. DESCRIPTION DATE PROJECT NUMBERS HKS: 24552 DATE 22 JUNE 2022 ISSUE SITE PLAN REVIEW SHEET TITLE DETAILS SHEET NO. C7.03