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HomeMy WebLinkAboutLarge FormatCITY OF RENTON SHORT PLAT NO. LUA13-000618 ._ _____________________ _. OWNERS DECU\RA TION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE., THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT SUBDIVISION IS MADE \li1TH THE FREE CONSENT AND IN ACCORDANCE \li1TH THE DESIRE OF THE OWNERS. STATE OF~&d'-4) COUNTY OF ~/?o0 SS ON THIS~AY OF. Vfo;zc'.-OF 2014, BEFORE ME, & UNDERSI~, A NOTARY PUBLIC, PERSONALLY APPEARED i'ut/&7 / IC: TO ME KNOWN TO BE THE REPRESENTATIVE OF TVC RENTON CO. WA., LLC THAT EXECUTED fHE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INS"IRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION. FOR THE USES AND PURPOSES HEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. -----· --________________ __c_ _____ ~---~----~ CITY OF RENTON DEPARTMENT OF ASSESSMENTS DEPARTMENT OF COMMUNITY AND ECO~MIC DEVELOPMEN r EXAMINED AND APPROVED THIS Cf DAY OF :nit-I G: . 2014 /Z.7[.f-.. DAY OF ,,__ __ )?,ue"' 2014 ' PU~Rft.%,3~g/hfc11- ACCOUNT NO. .2.z' Z--30 .Y '7/ ~ LEGAL DESCRIPTION THAT PORTION OF THE SOUTHEAST QUARTER OF THE sou IHWES r QUAfnER OF SECTION 29. TOWNSHIP 23 NORTH. RANGE 5 EAST. W.M., KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH QUARTER CORNER OF SAID SECTION; THENCE SOUTH 86'48'01" WEST ALONG THE SOUTH LJNE OF SAID SECTION, 368.01 FEET; TIIENCE NORTH 03"11'59' WEST. 50.00 FEET TO THE NORTHERLY MARGIN OF SAID SE 176TH STREET, THE TRUE POiNT OF BEGINNING ANO A POINT ON A NON-TANGENT CURVE FROM 'M-JICH THE CENTER BEARS NORTH 0311'59' WEST, 308.17 FEET DISTANT; HIENCE WESTERLY ALONG SAID NORTHERLY MARGIN ALONG A curiVE TO THE RIGHT HAVlNG A CENTRAL ANGLE OF 09'32'14" AND AN ARC LENGTH Of 51.30 FEET; THENCE NORTH 01'43'16' EAST 199.25 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 25.00 FEET, A CENTRAL ANGLE OF 24'59'1 J' AND AN ARC LENGTH OF 10.90 FEET; THENCE NORTH 01'43'16' EAST, 204.04 FEET, MORE OR LESS. TO THE SOUTHERLY MARGIN OF SE 174TH STREET, AS CONvEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDW RECORDING NO. 1598785; THENCE SOUTH 78'51'09" EAST, 303.40 FEET. MORE OR LESS, TO THE WESTERLY MARGIN Of SR 515, AS CONVEYED TO TI-IE STATE OF WASHINGTON BY INSTRUMENT RECOIWED UNDER RECORDING NO, 741031-0279 AND A POINT ON A NON-TANGENT CURVE FROM 'M-JICH THE CENTER EJEAR SOUTH 65'04'12' WEST, 755 FEET DISTANT; rnENCE ALONG SAID CURVE TO THE RIGHT HAvlNG A CENTRAL ANGLE OF 20"02'47' AND AN ARC LENGTH OF 264.15 FEET; "fHEJJCE SovTH 01~4-z'i:;1" W£5, At..ol\J L, 51\iD M/>.R.6,/N 61 .4o FGETj THENCE SOUTH 42'21'02' WEST, 21.50 FEET TO THE NORTHERLY MARGIN OF SE 176TH STREET, AS CONVEYED TO KING COUNTY BY INSTRUMENT RECORDED UNDER RECORDING NO. 5284856; THENCE SOUTII 86'48'01' WEST, 308.01 FEET TO TIIE TRUE POINT OF BEGINNING. (MORE COMMONLY KNOWN AS LOT A, KING COUNTY BOUNDARY IJNE ADJUSTMENT NUMBER S91L0069. RECORDED UNDER RECORDING NUMBER 9104261602, IN KING COUNTY, WASHINGTON) NOTES 1. FJELD WORK PERFORMED IN JULY, 2012 AND MARCH, 2013. 2. FIELD EQUIPMENT USED: TOPCON OS TOTAL ROBOTIC STATION 3. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN WAC. 332-130-090. 4. DECLARATION OF COVENANT FOR INSPEC1lON AND MAINTE.t:4\NCE OF STORMWA TER FACILITIES AND Bl.IP AS RECORDED UNDER KING COUN fY RECORDING NO.~()J_ciCJ k I 2 060 32 '1 5. THE OWNER OF PRIVATE PROPERTY 'MTHIN THIS SHORT PLAT ENCUMBERED WITH DRAINAGE FACILITIES REQUIRED BY PLAT DESIGN. COVENANr OR COND1n0N. HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A POLITICAL SUBDlvlSION OF THE STATE OF WASHINGTON, THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID PROPERTY FOR THE PURPOSE OF OBSERVlNG THAT THE OWNERS ARE PROPERLY OPERA TING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. EASEMENT NOTE 1. THE INGRESS AND EGRESS EASEMENT AS RECORDED UNDER HECODRING NUMBER 9009170448 CANNOT BE PLOTTED HEREON DUE TO AMBIGUOUS OR INSUFF:CIENT LEGAL DESCRIPTION IN SAID RECORDED DOCUMENT. 2. THE U1lUTY EASEMENT AS RECORDED UNDER RECORDING NUMBER 20131122001084 GRANTED TO PUGET SOUND ENERGY CANNOT BE PLO nm HEREON DUE TO Ir BEING BLANKET IN NATURE AND COVERING THE GRANTEES FACILITIES 'M-JEREVER THEY EXIST ON THE ENTIRETY OF THE SITIE. RECORDING NO. VOL./PAGE 311/07 PORTION OF SE 1/4 OF SW 1/4 OF SEC. 29, T23 N, R 5 E, WM CITY OF RENTON LAND USE ACTION NO. LUA 13-000618 CITY OF RENTON LAND RECORD NO. LND-20-0582 . S 32ND ST Vl ~ < z < ::ii; ADDRESS 10660 SE 176TH ST RENTON, WA 98055 REFERENCES ~ ~ < w ~ V) ~ !5! < < F= F= I.O ~ 0 ~ ~ 1. BOUNDARY LINE ADJUSTMENT UNDER RECORDING NO. 9104261602. 2. RECORD OF SURvEY UNDER RECORDING NO. 9103189001. 3. RECORD OF SURVEY UNDER RECORDING NO. 9710229002. 4. RECORD OF SURVEY UNDER RECORDING NO. 9001109004. 5. WSDOT RIGH r OF WAY PLANS nTLED "SR 515, MP 5.15 TO MP 7.22, RENTON VICINITY". DATED 12-5-71. SITE DATA ORICINAL PARCEL NO. 292305-9125 TOfAL AREA = 131,286 SF. 3.01 ACRES NUMBER OF LOfS = 2 ZONING = COMMERCIAL ARTERIAL (CA) PROPOSED LOT SIZE: LOT 1 = 48,701 SF LOT 2 = 74,072 SF DEDICATION = 8,513 SF LAND IN PRIVATIE ACCESS EASEMENT = 1,107 SF <><"rnr,n«>'« r<"<>nc,NT<"-----------------..... SURVEY CERTIFICATE ----------·-------..-PREPARED FOR-------------------.----------PREPARED BY CONFORMED COPY 20140612900012 _, 2014. ~T PAGE CITY OF REN!ON SPM 148.00 PAGE-001 OF 003 06/12/2014 11:55 MANAGER ·~~OROS. SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF URS IN APRIL, 2013. ·~ ~a .'71-tr. . MICHAEL A. MCEVILLY WASHINGTON STATE REG/STRATI::;~ tpfa/u ;(. DATE VELMEIR RETAIL PHARMACY SHORT PLAT FOR VELMEIR COMPANIES 5757 WEST MAPLE ROAD, SUITE 800 WEST BLOOMFIELD, Ml 48322 SITTS & HILL ENGINEERS, INC. CIVIL a STRUCTURAL m SURVEYING 4815 CENTER STREET • TACOMA, WA. 98409 • (253) 474-9449 DRAWN 8Y ---.-CHECKED BY __ ,.... PROJECT NUMBER -- TJM MAM 15376 DATE------SCALE ____ ._ SHEET NUMBER __ .. 06-02-14 1" = 50 1 1 OF 3 RECORDING NO. VOL/PAGE CITY OF RENTON VELfvTEIR RETA·IL PHARMACY SHORT PLAT :?;1//08() SHORT PLAT NO. LUA13-000618 PORTION OF 40 I ---\ • ---\ --------- NORTH ------ \ \ \ SE 1/4 OF SW 1/4 OF SEC. 29, T 23 N, R 5 E, WM CITY OF RENTON LAND USE ACTION NO. LUA 13-000618 CITY OF RENTON LAND RECORD NO. LND-20-0582 ~ CALCULATED POSITlON OF / \ CITY OF RENTON MON #895 \ PER SHORT PLAT UNDER REC. I I NO. 20120215900004 I FOUND 2 1/2" BRASS DISK W/X" 0. 4' BELOW SURFACE HORIZONTAL SCALE: 1"==40' FOUND REBAR/CAP "HOA 18730 10198 10957 1BOB6 9158" vlSITED 8-01-12 ----_ ~r~F RENTON Mo'N #3729 -\ VISITED CD?-19-12 0 40 80 ---------, --"' I -- ~..,._.::::._~ FOUND REBAR/CAP \ PACE LS #11691 \ BASIS OF BEARINGS 10' POWER EASEMENT --\ I I PER REC. NO. 5664146 ---,..-,....._ WASHINGTON STATE PLANE COORDINATE SYSTEM, NAD 83/91 NORTH ZONE liMJ &i u IL. IL. lg u ~ liMJ (IJl u ~ ~~~©~U&i urE~ u. [Ji). /NJ. ;f!2 ® ;f!2 81@ ~ @@«} ;f!2 -------~@;) ($©)!ii},. -----27EASEMENT FOR-~--. ©)© ~~ INGRESS/EGRESS PER I\~ GJ~ REC. NO. 9104261602 & fib.® ~© 20131001000418 ~ @;) &?~ (Q)' ~ ~ 40' EASEMENT FOR PARKING, FOUND REBAR/CAP CIRCULATION, ANO LANDSCAPING CAP UNREADABLE h 0 ..f ' ~ ~ ,..; l-'-' 0, l{) ~ 5 z Lo-r 1 4B,"/01 SQ. FT. 1.12 ACRES (10715 SE 174TH STREET) 6=9'52'15" R= 746.00' l=128.52' \ \ \ \ \ \ VISITED 8-01-12 10' BUILDING_...........\ __ ti=24·59'09· R=25.00' 1br[J• PER REC. NO. 9009170446 VISIED 7-20-12 -l- ---_<if_ --------_ J_ ---/ 11_ _ j J L=10.90' SETBACK \ ---T+l -r I g' RIGHr OF WAY~ 2s· GAS EASEMEN r PER l I l REC. NO. 9501250239 / / DEDICATION PER,, 0\ REC. NO. JD l:tO(:,j J...Qai .. ;fg;g (8,513 SQ. FT.) \ &i ~/Ji) UINJW'/J!~ uliM!~INlu~ u./Ji).[M. td®td@@@® 111§31§3 20' SEWER EASEMENT PER -j1--f- REC. NO. 9009170444 / ;,. N i:,, f ~ ~ I ,w "' I ~ I ~ I I co I I I I ti=10'39'2B"~ Lo-r 2 R=746.00' j L=138.77' \ 74,072 SQ. FT. j 1.70 ACRES (10712 SE CARR ROAD) \ I \ I \ I I l I I l ~ ~ I I ~ j:iil I 15' RIGHT OF WAY j t f \ I STA 326+13.52 \ I 45.oo· RT \ 1 J I I I I " ..,. o; cr, N l{) L..i . ;;; h ~ 5 z C) d Q:". < &s fa r.o FOUND REBAR/CAP PACE LS #11691 Y1SITED 8-01-12 6' INGRESS/EGRESS___,____,.__, EASEMENT PER REC. NO. 9009170443 l L I DEDICA TIO/i.. PER n , h REC. NO. ,{_6JL.(00/200032:l / ~ :t- j 6=09'46'26" , "' g FOUND REBAR/CAP I R=zgJ l7' 10 BUILDING J PACE LS #11691 I L=50.01' SETBACK l --------------VISITED 8-01-12 -49.60' RT Ir----,.,.-~ --15' \: STA 325+40 LEGEND FOUND MONUMENT AS NOTED • SET REBAR & CAP LS 44639 T.P.N. TAX PARCEL NUMBER ~ 6=66'18'30" , R=358.17' ~l=414.51' FOUND TACK IN FACE OF CURB VISITED 8-01-12 jj/l~.:::ll_-:J..~~:;;;::.::..:::..::::.:·:.:-:..:::-~1-..:::::.:::.:-:~~::.::isa~6·i50~·0~-o·Yiw.2!31~4.3~5~' ~~~~~~~~~~~~~~-=~; l I 8,513SQ.FT. __, ----1---"1 ---f"..._J _ ----308.01' \ S42'21'40"W PC STA 325+21.40 ,;;:j°2'l14----1 z1.ss' § 1 I SE 176TH STREET R=306.17' 50' FOUND REBAR/CAP ':./-111 l=51.30' so· SE CARR ROAD L PACE LS #11691 I; FOUND 2· BRASS DISK wrx· vlSITED 8-01-12 I; 0.4' BELOW SURFACE FOUND REBAR/CAP J_ ---·--VISITED 7-19-12 PACE LS #11691 368.01' _ _ --CITY OF RENTON MON #1866 - VISITED 8-01-12 ___ ------WSDOT STA. 324+77.78 -./ ----sss·so'oo·w .------------PREPARED BY ---==== __ ..,,.. --- SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREIT O TACOMA, WA. 98409 o (253) 474-9449 DRAWN BY ---... CHECKED BY ----PROJECT NUMBER --- TJM MAM 15376 DATE-------SCALE ____ .. SHEET NUMBER--· 06-04-14 1" = 40' 2 OF 3 •.r~·"· .,._ .. -.---·-'-!·.··< .··.• CITY OF RENTON VELMEIR RETAIL PHARMACY S'HORT PLAT SHORT PLAT NO. LUA13-000618 40 I ------ • ----- NORTH HORIZONTAL SCALE: 1"=40' 0 40 80 ..J -I BASIS OF BEARINGS WASHINGTON STATE PLANE COORDINATE SYSTEM, NAO 83/91 NORTH ZONE /iYil &. U 1111 IE iT fl:! /iYil fJJ/ U ~ #:i~~©~U&. VIE~ iT.[p>JNJ. 22@22$@~@@4>22 28' 'MDE INGRESS/EGRESS EASEMENT OVER LOT 1 FOR TI-iE BENEFIT OF TPN 2923059042 24' EASEMENT FOR INGRESS/EGRESS PER REC. NO. 9104261602 & 20131001000418 £"). ~ {fl) U fNJ 'W' IE~ iT fMJ !E fNJ iT ~ '1T.[p>,fM. 22®22$1@~@11~@ 28' 'MOE INGRESS/EGRESS EASEMENT OVER LOT 2 FOR THE BENEFIT OF TPN 2923059042 ----------- EASEMENT DETAILS ----- - --------------- INGRESS/EGRESS EASEMENT OVER LOT 1 FOR THE BENEflT OF LOT 2 ---- LOT 1 LOT 2 --- SE CARR ROAD ---------=--=-- -· "; ..• "'. -··•,.· ·,·. ·---~ \ -- \ \ \ \ \ \ \ \ \ RECORDING NO. VOL./PAGE 31! /tJ'?J PORTION OF \ \ \ SE 1/4 OF SW 1/4 OF SEC. 29, T 23 N, R 5 E, WM CITY OF RENTON LAND USE ACTION NO. LUA 13-000618 CITY OF RENTON LAND RECORD NO. LND-20-0582 \ \ \ \ \ t I I - I I I I I I LEGEND STORM DRAIN EASEMENT REC. NO. 20131223001414 WATER EASEMENT REC. NO. 20131223001414 CVS ACCESS EASEMENT REC. NO. 20131223001414 EXCESS ACCESS EASEMENT REC. NO. 20131223001414 ACCESS EASEMENT ACROSS TPN 2923059042 REC. NO. 20131001000418 TVC EXCESS PARCEL ACCESS EASEMENT REC. NO. 20131001000418 V' I I\ 1\ __ --d I __ _L .................................... PREPARED BY __ .......................... 111111111111111a111111111111 ........ ....I SITTS & HILL ENGINEERS, INC. CIVIL B STRUCTURAL II SURVEYING 4815 CENTER STREET e TACOMA, WA. 98409 • (253) 4 7 4-9449 DRAWN BY ----CHECKED BY ---PROJECT NUMBER_ .. TJM MAM 15376 DATE-------SCALE ----ti-SHEET NUMBER --- 06-04-14 1" = 40 1 3 OF 3 CITY OF RENTON SHORT PLAT NO. LUA ___ _ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EXAMINED AND APPROVED THIS ___ DAY OF ___ ___, 2013 DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF ___ ___, 2013 ASSESSOR 1r-----------------------it1 ADMINISTRATOR DEPUTY ASSESSOR DECLARATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, DO HEREBY MAKE A SHORT SUBDIVISION THEREOF AND DECLARE THIS MAP TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNERS. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS ????? STATE OF ____ ) ) ss COUNTY OF ____ ) ON THIS_ DAY OF OF 2013, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC, PERSONALLY APPEARED __ ___ TO ME KNOWN TO BE THE REPRESENTATIVE OF _____ THAT EXECUTED THE WI IHIN AND FOREGOING-- INSTRUMENT, AND ACKNOWLEDGED SAID INSlfWMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES HEREIN MENTIONED AND ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE SAID INSTURMENT. WITNESS MY HAND AND SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN SIGNATURE OF NOTARY PUBLIC, IN AND FOR THE STATE OF WASHINGTON RESIDING AT ______ _ ACCOUNT NO.~--------- LEGAL DESCRIPTION LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S91L0069, RECORDED UNDER RECORDING NUMBER 9104261602, IN KING COUNTY, WASHINGTON. NOTES 1. FIELD WORK PERFORMED IN JULY, 2012 AND MARCH, 2013. 2. FIELD EQUIPMENT USED: TOPCON QS TOTAL ROBOTIC STATION 3. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130-090. 4. ALL TITLE INFORMATION SHOWN HEREON HAS BEEN TAKEN FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT FILE NO. 1340943, DAIED OCTOBER 17, 2012. EASEMENT NOTE 1. THE INGRESS AND EGRESS EASEMENT AS RECORDED UNDER RECODRING NUMBER 9009170448 CANNOT BE PLOTIED HEREON DUE TO AMBIGUOUS OR INSUFFICIENT LEGAL DESCRIPTION IN SAID RECORDED DOCUMENT. REFERENCES 1. BOUNDARY LINE ADJUSTMENT UNDER RECORDING NO. 9104261602. 2. RECORD OF SURVEY UNDER RECORDING NO. 9103189001. 3. RECORD OF SURVEY UNDER RECORDING NO. 9710229002. 4. RECORD OF SURVEY UNDER RECORDING NO. 9001109004. 5. WSDOT RIGHT OF WAY PLANS TITLED "SR 515, MP 5.15 TO MP 7.22, RENTON VICINITY", DATED 12-5-71. SITE DATA TOTAL AREA = 131,287 SF, 3.01 ACRES NUMBER OF LOTS = 2 ZONING = COMMERCIAL ARTERIAL (CA) PROPOSED LOT SIZE: LOT 1 = 47,924 SF LOT 2 = 72,822 SF DEDICATION = 10,540 SF LAND IN PRIVATE ACCESS EASEMENT = 1,107 SF RECORDING NO. VOL./PAGE PORTION OF SE 1/4 OF SW 1/4 OF SEC. 29, T 23 N, R 5 [ WM CITY OF RENTON LAND USE ACTION NO. LUA- CITY OF RENTON LAND RECORD NO. LND- -S 32ND PL w w w en en V) ~ ~ ~ < < < S 32ND ST ~ fi5 F= (D 0 0 0 ~ ~ ~ en (/) -;=-Jl_ SE 172ND ST ~ 4-< :::J $' CD ~ \ SITE ff fTI z (/) ~ 0 z r\. 0 s 361'-l PL Sf 174TH ~ :;o ST ~v' (/) i2 fTI bJ %, ~ ~-~ 1 ~ ~ ~ 30 29-/!) -29 SE 176TH ST VICINITY MAP -u::=J 31 32 ADDRESS 10660 SE 176TH ST RENTON, WA 98055 32 i11111111 RECORDER'S CERTIFICATElllllllllll _______________ ._. SURVEY CERTIFICATE -------------!!!lilllllllllllllilllllilllllllli!lllllllllllll!jllllllll PREPARED FOR ll'illlllillilllllllllillllllli!l-llllllllllllll'illlllll!ll!lll1illilllllllllillllllllilllillllllllllllllllllillli!-llllllili--lllllllllillllllllillllillll!P_ll!ll!illll_llll!llllll ____ illllllllilllfflll PREPARED BY llilllllllllllllliill!lllllllllil-llllllUllillllllll!IIIIDIIIIBi!llillllllllllilllllil!ililillllllllll_lilllllllli ___ lll/ll RECORDER'S CERTIFICATE SURVEYOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF ______ , 2013. AT _______ , IN BOOK OF SURVEYS, AT PAGE ---~· AT THE REQUEST OF MICHAEL A. MCEVILL Y MANAGER SUPERINTENDENT OF RECORDS THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF URS IN APRIL, 2013. MICHAEL A. MCEVILL Y DATE WASHINGTON STATE REGISTRATION No. 44639 VALLEY HILL PLAZA SHORT PLAT FOR URS 3950 SPARKS DRIVE NE GRAND RAPIDS, Ml 49546 T, SITTS & HILL ENGINEERS, INC .. CIVIL II STRUCTURAL 1111 SURVEYING 4815 CENTER STREET O TACOMA, WA. 98409 e (253) 474-9449 -DRAWN BY lllllllliilllllWlllllllllllllll!IIIIII. CHECKED BY lll!IIDllillllllllllfllllll PROJECT NUMBER lillllE!llllllll/ll TJM MAM 15376 -DA1E ----~-SCALE ----Iola SHEET NUMBER 11111111111B1111zil 04-08-13 1" = 50' 1 OF 2 RECORDING NO. VOL./PAGE CI1Y OF RENTON VEL/VIEIR RETAIL PHARMACY SHORT PLAT SHORT PLAT NO. LUA ___ _ PORTION OF SE 1/4 OF SW 1/4 OF SEC. 29, T 23 N, R 5 E, WM 40 I ---\ ------------ NORTH \ '-------------_S78'49'/2''[ ---::..:: - Sc 174r, --- \ \ \ \ CITY OF RE~lTON LAND USE ACTION NO. LUA- CITY OF RENTON LAND RECORD NO. LND- /\ I I i w I~-o"' . "' "' ' FOUND 2 1/2" BRASS DISK W/'X'' 0.4' BELOW SURFACE VISITED 07-19-12 CITY OF RENTON MON #2142 NE CORNER OF SE 1/4, SW 1/4, SEC 29 ii I I I JOJ 11'(C' Hs,Rc£1 ---FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 ;a-~ 5co z HORIZONTAL SCALE: 1"=40' 0 40 80 ...J ,-• I BASIS OF BEARINGS WASHINGTON STATE PLANE COORDINATE SYSTEM, NAD 83/91 NORTH ZONE ----- I FOUND REBAR/CAP "HOA 18730 10198 10957 18086 9158" VISITED 8-01-12 1 O' POWER EASEMENT PER AFN 5664146 fMl &i U lL IL ~ 71' @? fMl IJ)J D /JB &i~~©~O&i 71'~~ 71'./P.[NJ. ~@~(?]@@@@tf!,~ t') 0 ..f 0 N !-'-' LO L() ;a- 5 z I I I I I I I I !- I I I I I ' "' N I "' ~ I I I I I I I I I I I / / / / / / // /// ///, I I ------------------ 18' EASEMENT FOR INGRESS/EGRESS PER AFN 9104261502 I I I 40' EASEMENT FOR.PARKING, FOUND REBAR/CAe_ -/ -/ --~24'59'09" - CIRCULATION, AND LANDSCAPING CAP UNREADABLE 1LL__i1 ::=--15--;-;-:--R=25.00' PER AFN 9009170446 VISIED 7-20-12 -l-/ / L=10.90' EXISTING BUILDING -------------_ J_ ------T J ~ -~ j TO BE DEMOLISHED 25' GAS EASEMENT J j / PER AFN 9501250239 j I a-,-_,__ __ , 20' SEWER EASEMENT-I-- PER AFN 9009170444 J '.;-I "I 0, I g ~ &:, ~ [p> u [NJ \)f ~ ~ if' IJld] ~ [NJ if'~ 71'./P.{M. 22®~$@@®11@~ I w 'in I ~ I Ei I I z 6' INGRESS/EGRESS ~--a co I I I I I I I I I I I I I I ~09'45 '~5" 10' BUILDING . I JOJ.40'(0) 284.44' -----.. ................... .._ ....... .._..__ / / / / / / / ~ LOT 1 / 47,924 SQ, FT. / 1.10 ACRES / / / / / / / / / / / / / / / / N87'13'55"E 331.52' LOT 2 72,822 SQ. FT. 1.67 ACRES PROPOSED 15' RIGHT OF WAY DEDICATION EASEMENT PER AFN 9009170443 I L I I I ii _J R=293.17 SETBACK L=50.01' l ____ . --------- --;86'50'00"W 308.33' ~~~ ~ lF66'18'30" , R=358.17' ~ L=414.51' ' ~ -... FOUND TACK 11-I ~09'32'14" R=308.17' L=51.30' IN FACE OF CURB VISITED 8-01-12 50' 10,540 SQ. FT. 30B.01 SE CARR ROAD 368.01' ---I -I ~10'06'41" R=740.00' L=130.59' 10' BUILDING__..\ SETBACK \ PROPOSED 15' RIGHT OF WAY DEDICA TJON 10,540 SQ. FT. lF10'44'12" R=740.00' L=138.67' EXISTING BUILDING TO BE DEMOLISHED \ \ \_; 15' \ \ \ \ I I . N ,~ <O I :3: I~ ,~ (/) ____ J --- 50' FOUND REBAR/CAP L PACE LS #11691 '11SITED 8-01-12 ----- --I --. .__ ---. --. -...... I - 45' I I I I I FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 LEGEND FOUND MONUMENT AS NOTED 0 FOUND PROPERTY CORNER AS NOTED ~ CALCULAlED MONUUEHT T.P.N. TAX PARCEL NUMBER STA 325+ 13.52 \ I ~ 45.00' R r \/ Ei I FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 'fl STA 325+40 k 49.80' RT S4 2'21 '40"W PC ST A 325+ 21.40 21.55' '" I '° SE 176TH STREET MA)(.,, ? . ' "' l~fJ FOUND 2" BRASS DISK W/'X" "'-. 0.4' BELOW SURFACE /ff 1{/r~ ,,:,, _ VISITED 7-19-12 'I!.;~~//"-' ll~;; "" ------CITY OF RENTON MON #1866 ---~fl 1'1/{§:'fl) WSDOT STA. 324+77.78 =fld/ ------ FOUND REBAR/CAP J_ PACE LS #11591 VISITED 8-01-12 -------=====------------S86'50'00"W l!fllillllllllllll _______ llllli!!llllill!lill PREPARED BY SITTS & HILL ENGINEERS, INC .. CIVIL Ill STRUCTURAL II SURVEYING 4815 CENTER STREET illl TACOMA, WA. 98409 Clil (253) 474-9449 DRAWN BY lllillillillllllllllilllllllllllllill!IIIIIIII CHECKED BY --11111111111 PROJECT NUMBER 111111111111111111 TJM MAM 15376 DATE lllllllllllllllllillll!lrilllillllllllllllll~llllll SCALE lllfllllllllllllllll!l!llil!l-liil6llllll SHEET NUMBER liliflilllllllllllllidll 04-08-13 111 = 50' 1 OF 2 LEGEND EXISTING FEATURES .il. EEi D 0 < 0 0 -0- FOUND MONUMENT AS NOTED SIGN BOLLARD WATEf< METER WATER VALVE FIRE HYDRANT STORM CATCH BASIN SANITARY SEWER CLEAN OUT CULVERT SANITARY SEWER MANHOLE VAULT TELEPHONE RISER STREET LIGHT UTILITY POLE ----:l GUY ANCHOR )J'. LIGHT STANDARD QJ JUNCTION BOX POWER VAULT SANITARY SEWER MANHOLE RIM=373.54 I.E.=365.39(6"PVC NE) I.E.=365.44(NO PIPE E) I.E.=365.32(8"PVC W) CULVERT I.E.=367.22(12"i;oNC E) CULVERT I.E.=370.65(12"CONC W) TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/ 4 OF SECTION 29, IN TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, KING COUNTY, WASHINGTON CULVERT I.E.=380.46(12"CONC E) w -----w STORM CATCH BASIN RIM=384.43 I.E.=382.03(6"CONC NW) TO DITCH OUTFALL I.E.=382.08(6"CONC SW) FROM BUILDING CULVERT 1.E.=388.76(12"CONC W) CULVERT I.E.=388.25(12"CONC E) I FOUND REBAR/CAP PACE LS #11691 8-01-12 - \ \ I I r FOUND 2 1 /2" BRASSIE W /"X" 0.4' DOWN 07-19-12 NE CORNrn OF THE SE QTR OF THE SW QTR OF SEC 29, TWN 23N, RGE 5E, W.M. I l ) _o ~ t.r::i I c-,..i :'" ro 5 ro z 32 S 32ND PL S 32ND ST SE 172ND ST SITE S 361\\ PL VICINITY MAP BASIS OF BEARING 28 29 32 33 WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTf/ ZONE FROM NAO BJ-91 VERTICAL DATUM NAVO 88 8ENCIIMARK -KC BM "FSA" ELEVATION = 400.968' CONTOUR DATA PER GROUND SURVEY PERFORMED IN JULY, 2012, BY SITTS AND I/ILL ENGINEERS, INC. CONTOUR INTERVAL 1' NOTES 1. FIELD WORK PERFORMED IN JULY, 2012 AND MARCH, 2013. POWER TRANSFORMER GAS METER \ ·~ ~ .g u E ,. ~ m GAS VALVE MONITORING WELL BOUNDARY LINE EASEMENT LINE ------381------MINOR CONTOUR LINE ---380----MAJOR CONTOUR LINE -SO-SD-SD- -ss-ss-ss- -----OHP----- --BP--'BP--- ----TEL ---- -W --W --W - --GAS --GAS -- STORM DRAIN PIPE SANITARY SEWER PIPE OVERHEAD POWER BURIED POWER BURIED TELEPHONE LINE BURIED WATER LINE BURIED GAS LINE -~,__-+---*-<-------FENCE AS NOTED ----E------------+----+----- &.. D D . D T.P.N. DITCH LINE HANDICAP PARKING CONCRETE SURFACE GRAVEL SURFACE ASPHALT SURFACE TAX PAf!CEL NUMBER ROCKERY EVERGREEN TREE AS NOTED DECIDUOUS TREE AS NOTED ADDRESS 10660 SE 176Tf/ ST RENTON, WA 98055 PARCEL AREA GROSS LAND AREA -131,JJJ SQ. FT., 3.01 ACRES STREET ACCESS Tf/E SUBJECT PARCEL HAS DIRECT ACCESS TO SE 174TH ST. AND SE 176TH ST. SANITARY SEWER MANHOLE \ RIM=370.63 \ 1.E.=362.23(6"01 NE) 1.E.=361.03(8"PVC E) 1.E.=360.53(12"PVC S) 1.E.=361.13(8"PVC NW) LADDER (SE) CULVERT I.E.=367.36(12"CONC E) -, ',; SCRIBED "X" \ ii! N:165421.12 _- FOUND TACK IN FACE OF CURB 8-01-12 j PARKING E:1302592.35 --J'--b---'\ ·~ EL: 375.52 ~, , FOUND REBAR/CAP PARKING SPACES ON SUBJECT PARCEL , PACE LS #11691 ~ REGULAR -223 SPACES ·~"""'=-8 01 12 :;i ~"-' STORM CATCH BASIN --HANDICAP -9 SPACES ~ P.0.B. \ \ \ \ SANITARY SEWER MANHOLE RIM=399.79 I.E.=389.54(8"PVC E) I.E.=389.39(8"PVC S) LADDER (NE) ---1-r--FDUND REBAR/CAP -PACE LS #11691 DIRECTIONAL 1 \ I ONLY 8-01-12 FOUND 2'' BRASSIE W/"X" DOWN 0.4' 7-19-12 2. FIELD EQUIPMENT USED: TOPCON QS TOTAL ROBOTIC STATION J. Tf/lS SURVEY WAS PERFORMED BY FIELD TRAVEFISE WITH Tl/£ FINAL RESULTS EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAJNED IN W.A.C. JJ2-1J0-090. 4. ALL TITLE INFORMATION SHOWN HEREON I/AS BEEN TAKEN FROM CHICAGO TITLE' INSURANCE COMPANY COMMITMENT FILE' NO. 1340943, DATED OCTOBER 17, 2012. SITTS AND I/ILL ENGINEERS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS SITTS AND I/ILL ENGINEERS, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER Tl/AN THOSE SHOWN ON Tf/E MAP AND/OR DISCLOSED BY SAID TITLE COMPANr'S ORDER. SITTS AND HILL ENGINEERS, INC. HAS RELIED WHOLLY ON SAID TITLE COMPANY'S REPORT AND THEREFORE QUALIFIES THE' MAP'S ACCURACY AND COMPLETENESS TO Tl/AT EXTENT. 5. IN ACCORDANCE 111TH THE REVISED CODE OF WASHINGTON (R.C. W.) 58.09 AND Tf/E WASHINGTON ADMINISTRATIVE CODE (W.A.C.) 332-130, TfllS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS 77-IA T DIFFER FROM 77-IE DEEDED LOT LINES. THESE IND/CA TORS, IF AT ALL PRE'SENT, MAY REPRESENT A POTENTIAL FOR CLAIMS OF UNWRITTEN TITLE. Tf/lS SURVEY DOES NOT PURPORT TO RESOLVE SUC/1 ITEMS. 6. RECORD OF SURVEY RECORDING NO. 9103/89001 ANO KING COUNTY BOUNDARY LINE ADJUSTMENT RECORDING NO. 9104261602 ARE THE BASIS OF Tf/E BOUNDARY OF Tl/IS SURVEY. 7. UNDERGROUND UTILITY LOCATES WERE COMPLETED BY MT. WEW LOCATING SERVICES, LLC AND FIELD LOCATED BY SITTS & fl/LL ENGINEERS IN MARCH 2013. 8. REFER TO ALTA/ACSM LAND TITLE SURVEY DA TED OCTOBER 26, 2012 FOR TITLE INFORMATION. LEGAL DESCRIPTION PARCEL A: LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S91L0069, RECORDED UNDER RECORDING NUMBER 9104261602, IN KING COUNTY, WA SI/ING TON. PARCEL B: AN EASEMENT FOR IMPROVEMENT, USE AND MAINTENANCE', FOR INGRESS, EGRESS, CIRCULATION AND LANDSCAPING, AS ESTABL/Sf/ED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9009170443. PARCEL C: AN EASEMENT FOR SEWER LINE AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBEFI 9009170444. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS THAT PORTION OF LOT C, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S91L0069, RECORDED UNDER RECORDING NUMBER 9104261602, DELINEATED AS ACCESS EASEMENT ON SURVEY RECORDED UNDER RECORDING NUMBER 9/0J/89001. . ·t ,.,. City of Ren o,, Planninq Division MA~ t u ·1u1l V, z 0 in ~ "' V, _, ;; 0 "' a. a. -,: :,. "' 0 w "' " ~ "' a. "' 0 u. 0 w "' " a. w "' a. >-0 w , 0 "' (L 0 w z <:, in w 0 Cf) cc ::> w I- (f) 65 ~ I'-.,... w CJ) 0 z <( LO 1o CI: en "' 0 0 w ui :,s N I- _j <( I 0 LI') z: ui :,i 'T (/) ..,. « 0 0 w z '< w " 0 Jc' _, " w " "' :,: " 0 0 0 0 V, (CJ ..;- l() w O> z ..;- :s! 0 r--- 0:: ..;- c::, ~ co (/) I (/) ..;-~ r---0::: 0 <( l() a.. a.. I (/) <( (CJ 0 0:: ~ lO (CJ a> 0 r') z <( 0:: (!) >-w fi: ::) Cl) 0 :r: 0... i1. 0 0 0... l2 0 z <( ii: w <( F' 0 F >-z w w ::::, I 0 V, I co SHEET NO. 1 OF 1 PROJECT NO. ~ TOTAL -232 SPACES RIM=3 76 ·38 NEW PARCEL A :;:i I.E.=373.40(12"CMP E) BLA 9104261602 ;.,.. __________ -__________________ ........................... 1 .... E.= ... 3 .... 73 .... 36 .... (12..,"C,.,.MP ... w .... )....,.,_ ...... ..,........,. ................................................................... -.............. -............ -....................................................................... _.. ....................................... ________ .................................... _ ...... ,_ ................... ~lRl~~~·~~G;;,[[c,~]~Yl~~:-[t;:icL... .............................. .._J 15376 PIPE @ O.S% 4' DIA CB RIM = 374.62 12" N IE= 372.12 SEE STD. PLANS 200.00, 203.00 - • NO . REVISION BY DATE APPR 0£SIGNED: ET "''""'"k 0 l I ONE INCH FULL SCl1E AT INCH IF MOr IJNf: DINOC( 9CIJ.£ """" L~~Co, [KQ@[~f1:F[;=8 GRAPHIC SCALE 30 o ,s I 30 L I ~I SITE UTILITIES LEGEND MANHOLE • CATCH BASIN 1111 CLEANOUT [!l VALVE (WATER) 0 FIRE HYDRANT ASSEMBLY T ~ ~D~';fR~~o~~fA~ION Ci) ELECTRICAL SERVICE E E TELEPHONE SERVICE T T GAS SERVICE G WATER MAIN w SANITARY SEWER SN UNDERDRAIN -UD UD- STORM SEWER GREENED ARE TURES SHOWN S OCATED 1. ALL TEXcT !LF~RUCTURES ss~~LTM~~o0EMENTS EXISTIN · O THE PROPO IN RELATION T ER FIELD LOCATED, OR & N WERE EITH GN DRAWINGS 2 · ~AT~~~E~R5~~~~6~~~G~~:OT~r~FE~~~~i~~~D sti~~TIONS ARE SHOWN & FIELD VERI EXERCISE CAUTIO~ION & CONSTRUCTION. PRIOR TO EXCAVA City of Flenton f)t-~rir ,., 1;·1 Division ,(_, ' ,, f .~ SURVEY BY: -'-"=-:::-. ='l"N'E~EFI<'RJNG INC. SJTI'S & H!LLCENEJ;;t S1'REE1' 4815 98409 1:ACOMA IYA -9449 '253) 474 1'ELE. ,. ,, 474-0153 FAX (253, BE NCHMARK /I 8 or1 i\JAVD 8 . "r·p !)used All c:evct,or;s " - dccvn 100.953' # I J LlevcJtion: ~M ' "e-c::A" KC f-l\.1 ·-' ==~~_ -... ,---100.00 {ARCH.} F.F.E. -= 384 _4 0 (CIVIL) IL PHARMACY VELMEIR RITEYT:LAN-SITE UTIL DAmQ3/28/13 FIEWBOOI(: C1 .3 SHEET: 8 \ ·: IJii o+oo 1+00 2+00 3+00 3+42 --------1-------------+------------------e---------ko 2 .5 -!-------------<,~------,,------------------+-----------------+----------------------+--------------------1--------f---------------------\-----___ _,__ ____ _ 400-f----f------------1-------l----l----l----l-------1-----~------+-------+-----+-----+---------:~~~~~ 00 S'A:2+86.58 _1 _________ 4 ___________ _ ____ ------------------------!----______________ ---i----------l------------1-IL_E'>':3~:: 60 +--------------:;1~----------------------- 1 I 1.5" WATER SERVICE! ~I CONNECTION WITH ~STA:3+00.21 ---------------------------1--------------------------i------------------------------------------------------1--------1---------------1----CORP. STOP PER ------1 -ELE-V:389.72--------------395.0 ---------------+----------'--------------------------------1---1------· r~,mn-;:;~"' . ~-:-= ~~1l!Ji::\-<ae,.5 ------397.5 39 r-----r-----t-----~----t------;._j~~~l~;;~;~G~E~G;RO;U~ND~--l,--~=-F~~~~OF~~fcSISfJJD~G;RR;OUu;NIDD--r-"'='~~;_<J_'-,.,_.,~1,,,,,~, ...... 7,,,..,._-=---_-it=~----------.-=-==--==--=-~;~=1,~~~~~1CC~~~4~~~~~~~~~~~~jJ],J-.,:._:::__~--t~ -----------+----------__j ________ ---+I ______ -----1---s------------+--------'----------------------------------+ --387.5 (i~~E~E:i~ ~OC~;l;:r~~~AIN , FIRE HYDRANT I DEPTH) WITH GATE VPJ..VE r'l (I) < 0 rl- --------~Jii~B~~:ER -----------------+------------------------------------:__::;;;,..;.""------------------~ ---~--------385.0 (R~OVE EX. 90" BEND) -· ~ 8"x6"x8" TEE FOR FIRE fiELt:'/:373.04 ~STA:0+37.76 ~ ___..-, I'"'' -"-BUILDING WITH CONCRETE 0 :::J 38 +sTA:0+1\J.50" ~--~-----f, --S1A:1+73 _13 ~-------------,1 -PROTECTION SERVICE TO -382.5 / J Elt:'/37304 ~ STA:1it-42.91 Erv:3 Bo.55 _> [ i o-' BLOCKING PER DETAIL W 1 ~ ~ '. _ _) l / ~t _-'__ :.,sj, --ELt:'/:f 78.03 R2oo·~TA:1-+ 48.ZB -----i" 194 LF OF s· DJ / I -------------------+' -------<3::.~ : : I/ t! / -1 EL£V3t;~31~c:cA--'cc:~:__ ___________ ,· __ ----------ELEV~:_s.3s ___ ---1--~~_s_ts_c_5w_2_1\_~E_·~_MA_IN_, ____ 6"L:~~F;_Y JJt.~~-__J--1---------------------1---------------------+---------375.o ' I\. -\-------1-----------1--1---------11---------!-----------------------<----------------------!------------------------'------------------1-----------------+----------f-'372.5 37 ----t-----t--------+----+--~-------j---~+---~~370 I -----------------------------r-------367.5 ---------------------------------------------+---------------------1--------------------------------____ _I --------365.0 MAIN' IE= 366 · 1 g -·-------------------------------------15 LF OF 8" DIA. --------------------------------------------------------------+----------------------------------------------------------------------, _______________________ ,_ ------------------------------------------rl _ ------------------3 6 2. 5 CLASS 52 D.I. ~UBLIC WATERMAIN I )---j------t----~---1-~--~:~----1-~----t-----+----~---------+----------+-----l------l------l------l-----1-360 36 0+00 ii I I [ I I I . , : I I ·-I ~/-----0-15. ! ,1 :, I ! I J )-~-so ~•j-s, _ _J I I I I I I I / I / I / I J .,,,,,"" I / l .,,.,, ,, u' ~I I i, -I / I I [ I If i 1 +00 ------'\\ -I t----~ I 1----- / / I I I I I I I I I I ! I I I I I i I --- 1 i -+- I --/ I I I ' I -, I I ! I I ! ! I ' I I-- SEE VELMEIR RETAIL PHARMACY SITE PACKAGE FOR STORM SEWER AND OTHER SITE IMPROVEMENTS I I I , /. 8" DIA. 90-BEND WITH CONCRETE BLOCKING PER DEfAIL W-1 I I ~ I I I I \ \ \ I I •. ~ ---\---- " I I LJI -1 ~I "P"' I I ~ I / I I I I I I it ,, I I I l I I I I I I I I I I I ' SEE SHEET C3.2 FOR CONTINUArlON 2+00 3-1-00 3-1-42 -----···-----·--·--·-·-~-... , ·····-·-----····---"···----.. ·-------···--- !!ft ·-...... 0 > (l) w , I --------... ----~ -.. -----·· ----_" _________ _ ---------------------------------------------__ , __ _ --------------- ------·---------------------- ------ ---" ~···------' PLAN & PROFILE SCALES HORIZONTAL : 1 • = 20' VERTICAL : 1" = 5' ~~ ~@~uC=J GRAPHIC SCALE 20 0 10 20 k-.,;.....J \ NOTE: Clty of Hen t(Jrl P!dnr1111g l)ivi~don MAY t 6 2013 I ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: SITTS & HILL E'NGINEERING /NC_ 4815 CENTER STREET 1'ACOMA WA 98409 TELE. (253) 474-9449 FAX (253) 474-0153 BENCHMARK# All elevations ore bosed on NAVO 28 :iatum ml ff1) Ercvotlon: 400.9GB' \C E:lM "fSA". e &i > 0 -o ~[ (J (t "Q ~~ (tQ Q s: 0::: I-WO I-_ <( 0::: s:1-~~ wo w 0::: 0::: w Os Cl) w 0 Cl) 0 o?5 (f) BASE MAP SHEET DRAWING t-t-0 w w Y'. e z I :.: c., ~ ~ ~ J: a a (J "' "' [JJ ., c:i "' ~ w "' "'.,. ,-.: .: :i 0 l'.l 0 0 . "' . " "' .!t ::!:! I C ~ .. 0 O ,-. Jr Ir l{) o~-u, C ID m~e "' [JJ c:i 0 ~ 0 " .,. .. ~ -w . ~ :!: I a , - VJ~ g • ro " ~ Ol ~ <t <t I :I: 3: ~ .. .,; ~ EU> 0 0 O u, • N -"'~ ':J 11 V) >-0 <( z 2 <( 0::: <( 2 0::: I w 0... I-_J <( <( s I- 0 w 0::: _J 0::: aJ :J w 0... 2 _J w > z 0 ;:: !l, (t U) (J z I:] 0 a -U) ~ 0:: .;- co LO (') .;- CJ) N ~ d z [JJ 0 -, g ~ 00 " Q b. N <!) II II e e ~ ~ ~ ,:: 0 ffi J: "' w _J -u._ 0 0::: 0... 0 z <( z <( .....I 0... 1 OF 6 C3.1 11--00 13-'-00 14-'-00 14-1-2 0 . 00 ' 1 0-1-00 40 H------t-----+-----r----+------+·1----+------t-----~---~t-----+-----+-~--~1------+----+-----~----+----+--4 ! 39 7.5 . --·----39 5.0 _· .. -·. -· _·-t·-__ -__ -_---~~~~~-i.-----~---_--_····--~-----1---·····_-··_·····_··-~~~ ... ---+----· -::_-___ -__ -__ -_ -__ J_W-·A····J-.. E--R-S-ER-V-IC-E--+-------- 1 ----.. ·--· ·······-----·-----------···-····-·---------···------e----------1--------•····-·-···--·· ·----+----- --------------···--------------I ----~----1-----------···--------+------·-··--------·'------1--·---·-·-····--·------------+---· -------+---·- ! CONNECTION WITH ------1-------------39 2.5 3 90 .39 . -----Tl -------···-·-,I--·--g~;i. :oroPER r~~f ~~ f1.D1A. -· _STA:10+10.00 -I,, PUBLIC WATERMAIN ELEV:38 .54 --......__ ~ I 11 f 27 LF OF 8" DIA. 82 LF OF 8" DIA. EXISTING GROUND \ I '--~ A· 11 +09 18 CLASS 52 D.I. CLASS 52 D.I. ---!-------~--__ su __ R_F·A···-c.E_, ---' ST, : 13+94.29 CONNECT To Ex' 8 • ---..... -,-L . ----_..:o,_ .. _ i= -·--. E[Ev:37ef.-f8~---+-------------· ------------· -·······----PUBLIC WATERMAIN ---_____ 1 __ , ___ PUBLIC WATERMAIN --·---. -~. 387 5 -..... v -. \ ~ -l PROPOSED dROUND E EV:378 ·38 ----·--· . WATERMAIN (FIELD VERIFY -......._-....._ -1 ---------j -----------. ------!---------·-_ r SURFACE _ ··-_ ........__ Lo~~~o~.:~-° T~~;:J --' \----------11 -s~g:i~~:~g\ -\---------11 -~~:;·;;f~;4 / /-f~~~};lf;:3· LI I / I -+~:,,....--........__-------385.o SLEEVE AND GATE VALVE \ \ I , \ \ -_,,,,,/ --~ ~ -.. --1 ·· . -····· ------\ \ \ -----/ 1/ / ; ·· I~ · -r~~~:~;;,g}3 --/ ~ii)j;f~i~ -I -· ----------382 •5 fT1 (D < 0 rl- 0 ::J .38 H----~\+~.f-----,-i ------+----Pr--\~\:+------+---.//---ff----~-~,~1-/~---t----/-r-+-;-~tr+-_-~JJ~~l--+--/--+----+----~~.L+--.---+------+-+i----+--! ----+--+----1-380 . STA~~-0~5-.21_ -------·-----------l---------1---[+---8-"x-6"-x-8"~EE F:-F~R~ ··---1------------~ \ _·-=-+-_· --=:_· -- ELEV:3.79,55-. --------l-------1-----·-'-·---------·•-·-PROTECTION SERVICE TO ------,----___ 8" DIA. HORIZONTAL ____ .----____ --~ ______ ----+·· ............. 1 _________ .......... 375.0 BUILDING WITH CONCRETE 45· BEND WITH -\--/ L 94 LF OF 8" DIA. +----------->-·----------·-------CLASS 52 D.I. PUBLIC WATERMAIN BLOCKING PER DETAIL W-1 \ STA:12+1\-1,51 CONCRETE BLOCKING \_ 8" DIA. VERTICAL 3 7 l-+-----t---45' BEND WITH CONCRETE ---+----------------•··-------;,---+------\--\--+1~1c-\···-------------Et:EV:3!78-;59·----\.\_, ________ PER DETAIL W-1 -------~:r 51:r:~M:::· -------+--··8---"x---8"-xB··.··-_-f_E __ E.1---W-IT--H·----..1·--I --·-----L372.5 CONCRETE BLOCKING ----!------1-3 7 Q . J \ \ \ \_ 8"x6"x8" TEE WITH PER DETAIL W-1, 1 '-8"x6"x8" TEE WITH MATCH STA. 1+48.28 8" DIA. HORIZONTAL CONCRETE BLOCKING 36 BLOCK ING PER ~·--------1--DETAIL W-1 CONCi~E B~~gc~I~ .... ---+--------\ -~g~c~g!L B~~~KING ----•-·-· PER DETAIL W-1 -------·----·····---····---+------____________ , __ . ·-----····---. ····-·--.. 367 .5 ---------------l-----·---------+-----------------1-------------. ,__ __ P ___ E_R __ D_ET_A-IL ___ W ___ -_1 ________ ---'·------------\------~ ~~~~: ~~Rf 78.30 i ______ ·······-·-·---+,------------1---------·----····--------+-----.. ··-----····-----··--··-·-----------·-·····---. -<365.0 ---------!-----------·-+-----·---·-·-'---------1--------·---+-----·--··-······---+----------------\:. TYPICAL UTl~ITY CROSSING ---/,..I ------+--------+---·----------------···-·--------·-----+-· ·------+-----·-·----... ·--------362.5 PER DETAIL W-32, MAINTAIN , 1 . H--------+l-----+-------+------1-------+-------l~----+--6" SAND CUSHION BETWEEN --+---·--------l-----+------+-------+--------l------+------e-------l--360 WM AND ST SEWER [ -!--------!------+------------· ..L...--------l·--·---····----1---------------·+----------------------------~----··--------l---------+------!--------------1-------------------+---··----+-------11-------,--357 .5 35!,--j-r----+----+-----f------f-----t-----t-----l-----f-----+-----/-----/-----l-----f------+'----l------+---+.355 10+00 11 +00 12+00 'I 3+00 14+00 14+20 :z: 0 I I \v----,L' \ I I I \ I \ \ I I I I ' I I ' I / / =' < ~ w a: 0 <( --- ii 'kl ... ll ,. tL__ E --=-----_r- ...... 8" DIA. 22' BEND WITH CONCRETE BLOCKING PER DETAIL W-1 I 27 LF OF 8" DIA. -------.... CLASS 52 D.I. PUBLIC WATERMAIN I Fl RE HYDRANT ASSEMBLY PER DETAIL W-6 - ( 46 LF OF 8" DIA. CLASS 52 D.I. ~_:~J~~~~~~=~;;~ PUBLl,C WA)'ERM~N I I 6 LF OF 6" DIA. ~ .. -.: I,, ---· \ \ \ "-. ...__ 1nr, d 8"x6"x8' TEE WITH CONCRETE BLOCKING PER DETAIL W-1 53 LF OF 2'' DIA. .. CLASS 200 HI-MOL PLASTIC WATER SERVICE ---""\ CAP ENDS CLASS 52 D.I. I _, , PUBLIC W~ERMAIN __ 1 (~~ 82 ~F OF 8" DIA. , ' CLASS 52 D.I. ',, .. , PUBLIC WATERMAIN 8"x8'x8" TEE WITH CONCRETE BLOCKING PER DEfAIL W-1 ___ -----+ .. __ 134 LF OF 8" DIA. CLASS 52 D.I. PUBLIC WATERMAIN "----- --.... -'. I '·, ' ' ', \ \ \ -------.. ",'o' ·----- """°' .. .... !------11--- .. I \ 5.9l ----~ \ : ' \ \ C O' ,) . vii I I I I I I I I \ I I I PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' C 0 +-' 0 > Q) w VERTICAL : 1" ~ 51 8 [? @:s @ ~ GRAPHIC SCALE 20 0 10 20 ---I I MAY 1 6 2013 NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: sirrs & HIU ENGINEERING INC. 4815 Cll"NTER STIIEE1' TACOMA WA 98409 TELE. (253) 474-9449 FAX (253} 474-0153 BENCHMARK# ~\1: elevulions are '.)Used Y1 N/1\/D 88 dot1_:-T1 Brv1 #1) Ele 11atior-400.9GB' KC clM ., ISA". I-I-w w Q ~~ ~ z 0 <30 ~ ~&: z 0: "' -U. ~ ~ c!i !a: a: Q. Q. '( Q Q "' .. "' "' "' "' .. L :i o C D w -~ ~ ~-, -~ .. U C C-- ~Q:'.U') o"'-,n C "' 0 .. ~ -"' "' " ~ 0 si' ::i .. "' . '" ;?:: I , .. V) ~ g ' "' " ~ OI N <«I .c 3: ~ ~ ~ "<I" • ... :E to 0 0 D ,n • N .. "'~ BAS£ MAP ~ :a ID ::, U) ~ () (f) g (f) 0 :,,:'. ~ Gl J: u ,;_ Ill d ri ;.: ti ~ ci ri ~ Q ~ z 0 ;:: Q, 0: 1/) u 2: 13 0 Q -1/) ~ ll:'. "1' co ID C".) "1' (J) N ~ ci z Ill 0 .., ci cj z Q. ci cj z Q. 0 . N u; II " ~~ ~.:.: 0 ffi J: :,; SHEET 2 OF 6 DRAWING C3.2 \ ;--w-w fTI (D < 0 0 ::J 20-.-00 21-00 21-~43 400-~--~-+~~~-t-~~~-t--~~~--t-~~~+-~---t--4-'.00 39 37 36 I -r-·-··---------r---·----------------·-· --------------------------·-------------------·-... --------------------------------------------395. o --------------392.5 ------------------------~----------·----------~----------- )-j--~~-+--l~~-+-~~--+-~~--1---~~---+~~-1-39 o ---··----·--------·--·--·~-----------------387.5 --_/ _____ _ I -+------------·------···-----······--·l····-···········----------l-·---------'--------~· ----·----------+------ 385.0 367.5 ·-.365.0 362.5 360 --------+·----------+------c--------r---------+----------------~ 357.5 35c:rt-----t------+-----t-------1------l---~ 355 20+00 21+00 21 +43 \ ' . • .. I I '-~ I f\ I I\ I I I I I I \ I __ -------\ /:' ,e I I I I I I I I I I I I I I I ' I I I I +°'-~ '1 i I I I I I I I I I I I ' I I ' I I I I I I -----JJ---,i, I I I J I I I I I I I I I I I I I I I I I I I r=== I I i IO I 11 I 11 I 11 I 11 \ \ \ \ 8"x8"x8" TEE WITH p:::,::i= CONCRCTE BLOCKING : 11 _/:::lll. ;..i::::::L--f-...l;-'---f', ~==I=, ==r-'t, I I I . ' ' \ I I I -f-- 1 I I \ I I ~ I \ \ \ \ I I I \ I I I I I I ' -I I I I I -/ I I ' I ~ I ' I I I ---,- 1 ' -______ /ij I I 1------ r I ~- I -_ 1-'--I-- I + I I SEE VELMEIR RETAIL PHARMACY SITE PACKAGE FOR STORM SEWER AND PER DEfAIL W-1 I I I I I I I I ~ I I I I I \ \ I I I I I I I I I ' SEE SHEEf C3.2 FOR CONTINUATION i I I \ \ \ I l I I I \ I f I \ J ! I I I \ I I t rt ! : :~ / I I I I I I I I I I I I \ PROPOS,ED I 1, I i I) \ RETAJL 1 \ 1 6 270/ sf i l 1 I I : 1 67 Ac. I \ ' I I ZON~~: COMMERCIA,L ARTERIAL (Cf) Q) I I PARKING REQUIRED: 41 PAR,K!NG P~OV!OED: p9 I J / FFE =/ 384 .40 / ' J I I I I I I I I I I I I I I I CJ") cp Ci) I I I I I I I I I I I I I I I I I I I I ' PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' VERTICAL : 1" = 5' ~~ ~@~JuD=G GRAPHIC SCALE 20 0 10 20 NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT ~ : 1 Cl! .. Y Of Fh t Pt.an ... -, ,, n -on t,fiJr;; f h ' ,. ""1v1s1un MAY 1 6 2013 r'1/ff£ ' /J ~ (f:;{'"'.'U W1 _t;, [~ftJJ SURVEY BY: S!1TS & HILL ENGINEERING INC:. 4815 CENTE'R STREET TACOMA WA 98409 TELE. (253} 474-9449 FAX (253} 474-0153 BENCHMARK# A'I i:lcvotions ure bused 0,1 NN/D 88 dciturn. B\-1 /}:) llevation 40U.96c:\' KC BM "FS/\" _ "' co l{) {') "' I-I-0 (J) N LU LU ~ ~ ~ ~§ z ~ d a -a ~ z ~ ll: ~"' "' kl iic o_ ~ ~ Ill ~~ o_ ~ n a C, .., ~ w .. ci ., [i: ..,~ "' " "' ..: ;i 0 t'J ci ci 0 0 z o_ . "' " " "' .Y. ~ t . ~ .. 0 Or--&a::l(} 0 ..,_ "' C <O o- m •"' ~ "-" Ill ci 0 [i: 0"' ... "' ~ -"' ci <.:i . ~ :t: I C, z o_ " -(() ~ g -ro r--ll! m N -.: -< I b . .c 3.: ~ ~ c""" N '° ~ :EW II II 0 0 O ,o o N -.,_ ':'.l ~ "' 11 0 ffi (/) :,: :,; o:'. I->-w 0 I-0 <( -z 2 w <( o:'. <( Ct'. _J s: <( -I-2 l.L I 0 (J) Cl::'. ~ w 0... Ct'. -w 0 I-_J 0.. <( ~ 0 w o:'. s z o:'. w 0 w <( 0 s: Cl::'. z _J Ct'. co <( (/) w ::J w _J 0 CJ) CL 2 0... 0 _J oes w Cl) > BASE MAP SHEET 3 OF 6 DRAWING C3.3 fTl (1) < 0 ,-;- 0 ::J 30-~00 32--00 33-1-00 34--00 34--20 . . ' I I ~ H------+-------+------+-r_-_-~~~~----~--(---_--~~~~~~~~~:1 ~~~~-~----------1-------1----------ii-···_------_-------_---_--·_·-·_····_--_-_--_~-----~-------~~~~1--1_--_-_-_-_-_-_-_-_-_-;_·_--_-_--_~-----,..-. rn··',-:i,~-R-l~-=--c-39_:_nn_'"5-o.~\;~~-----_··:::::_-_-_-_-_-_-_-_--+1::_--~~--~~-~~~~~~-~.,/--~l-:,, 4 ~:::rM:~.N~~fE:~03L:8.13 (EX) 40 6, PVC N IE= 380.00 ~ ~ B' PVC SE IE= 388.08 (EX) ' I 8' PVC SE IE= 379.83 ~ _ 8" A.C. W IE= 387.78 (EX) -----------------------J___ -----------------------------------,-------------------------------------+---8" PVC W IE= 379.63-------------------+~-~""!=F=t=----~:397_5 8" PVC NW IE= 387.78 ! PER DETAILS S-23, S-27 ~-( / . ------------· ---------+-------1------------+-----------------------------------------+-----------------· ----+------+-----------f-----1 ---------------------+-------\-::;;...--= -395 0 ------------------~ .... -·····-----··· --··--···---······-------------...... ----------------------. ---------------------l------1-------------··---· -------+----------1-------l .. • . •..•. . . . :.:::=7k:::'.'i_,+-______ --__________ -----+-J-----+-; --+---1--------392.5 H-----+------+------+-----+----+----+----+-----i------1-------1-----+-----,~'1=-----+-----::::=-l----ff-----J--~-+--+-~--+-:390 ~ --+--.11-----t---ABANDON EX 8° DIA. --------------·----------------------4---------------------+--------------··-·--------· · ·---EXISTING GROUND-+------+-------+----------c:.o""""--······ ---------------: ___ , --···· _JL_ ------J-387.5 :~K:it~Cl~iDs OF 39 ~ ---- / PER DET/>JL S-27 i > 8° PVC E IE= 361.03 (EX) · Ql 38 0-+----+-8' PVC NW IE= 361.13 (EX) ! W 8" PVC ENE IE= 360.86 / • , ,__ ___ _,__380 12' PVC S IE= 360.53 (EX) ~ I i i ~L------- 1 MAIN@ 16.6% -----;-, -------+-· -------------------------------· -377 .5 I ~r= ----i --I I +----r',f-----------------------------01----1---I------------------1-~------lc..------=-=--=_.d~\1--------------------------------------1-------------------------+------------:--------------1-------------·---------------372.5 3 70-t---(+-+-.-+-------+J---1---+-c+(l------j----+--1 --~ ------t:::::=----+-~: ~-==-=---'f'=--------+-------\-1------+------1------l--------+------t--------l-~---+---+-370 ~ 57 LF OF 8' DIA. PVC _ ~ ~ ~ 279 LF OF 8' DIA. PVC BU~::r~~\~~cf~ \< -1-------·-~~~~~ ~l~T:~5.5% ----- 1 ~ ~-::::::::::==:::-::::::r-==-------------+.-------(----------------·--------· --------------:~~Lli St.~~ARY SEVIER -----------t-----------1-------------····--·---------1-------------------------------______ , _____ --367.5 PIPE AN~L6i~~L~ ~:~ -\ L---:::: -, ---+----------i---------·---+-------•-------------------------1------+--------+·----------------·····-------··-----------1--------------f ---------------------365.0 GRAPHIC SCALE 20 0 10 20 ~;;;-: , NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOF{ SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY' SJ1TS & HILL ENGINEERING INC. 4815 CENTER STREET 1'.ACOMA WA 98409 TELi!,: (253) 474-9449 FAX (253) 474-0153 BENCHMARK # All elevuliun·; ore bcsec.l cm \AV[) 88 dcilum. 1-3,1,1 #1) :=::1e,J1Jlio'l: 40CJ.CJf-i9' KC 0~,1 "r 'iA" ---------- ---------------~ \_ .. I 360-.:.~ ' ;:::::=:= c--I T lt.&~ ,l!°l~,n -------+------------+-----------------------------+----------·------+--------+------------------------------'-------------1-----------------------------------------3::: 30+00 31 +00 32--00 33+00 34+00 34+20 EXCf-YTION 5 -··· 6' l~JCRESS, _______ 11·1 / __ EGRESS EASEMENT #9009170443 / : , f I ~- / SD I --! so --L] '{), i --L I I I I I I ,1 I 7;, I I 101 I I I I I ! I I / 57 LF OF 8" DIA. PVC PUBLIC SANITARY SEWER MAIN @ 5.5% EX SAN MANHOLE RIM = 370.63 6' DI NE IE= 362.23 (EX) 8" PVC E IE= 361.03 (EX) ________ ----8" PVC NW IE= 361.13 (EX) 8" PVC ENE IE= 360.86 --------------12' PVC S IE= 360.53 (EX) / / / / / / I -1---I I I -------/ I _J I I -r I --/_ I !I r I + I I t I +- I we ;-·---------·-------------------·----""'~-=-·-~ ' I \ I I IRECTlrNi\L NLY . I ' \ PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' VERTICAL : 1' = 5' I I I I \ ' I I I \ (\ ! I I \ \ I I I \ I I I \ City Of FHmto11 P'!;cJ.rlJ 11n~J I }vision MAY 1 6 201l -~~ I I I I I I I I I I I I 1--1--w w 0 ~~ ~ ~ 0 -o ~ I:! if 0 0: ~ Q_ ~ ~ cl~ 0: Q_ Q_ '( Q Q <O .. "' wm "' ... ,: 3i 0 D 0 -"' . " ., ~:!:!I • 0. ~ C C ,-. ~a:::!/] 0 -o-,n C <O C .-m • w "' "' ~ 0 ~ :g --w . ., _, '3 -- "'0 0 ~ ,ii 0 QI 0) ,... > N « <( I ..c ~ m ~ ,£ ~ ,.... E 'w' 0 CO '° • N --"'~ 0::: a:: I-w wo s w I-_ (/) <( a:: w si--0 ~~ (f) wo o6 w a:: z <( a:: w ~ 03;: 0 w U)W (/) QU) 0 0o6 CL 0 (/) 0::: CL BAS£ MAP 0 ~ ~ &l :c 0 ~ c:i ~ >-= ~ "' Ol ci ~ ~ Q ':'J 1l f/) >-0 <( ~ 0::: <( I CL .....J ~ w 0::: 0::: w 2 .....J w > ~ ;:: ~ 0: U) "z i:i 0 0 -U) ~ ll:: 'St co en C'l 'St 0) N ~ ci :z ~ ci ci :z Q_ d ci " Q_ 0 . N ,o II II . . ~ ~ ~ ,:: 0: 0 ~ :c w ..J -LL 0 D::'. 0... 0 z <( z <( .....J CL SHEET 1 OF 5 DRAWING C3.7 ,- ---,_ fTl (D < 0 r+ -• 0 ::i 41 -rOO 42-rOO 42-~2 0 A 00 ' ---------f------------f---------------------------------·-·------------------.. ·---,---------------------, __________ ------------------>-39 7.5 +------------------------+--------------------t--------------------------.. ·----' _________ ,, ______ """ ________________ -------------------~------~---r--------------------------·"· ___ .. 39 5.0 + ---------------------+-----------------+-------------------------------------------------+--------f-----------;---------------------------392. 5 38 I SURFACE __________ ,__I, ------------------------------~ ~~~~~ -GROUND -~-------i------~----->-387.5 . ------___ J _ ----------SURFA~~M:L~i~b------1------==---= -----:~,~-----------------,--1--------1----------385.0 ·---······ ~~ ~ ,~r:,,, (~ ect"o~~rD;l -·/ / __ ,=------------I I FUT CONN E IE= 365.44 (EX) ! \ -V \ 1 8" PVC W IE= 365.32 (EX) I -+---<----1----------,------:--;;V -----37 _,______ I __ ~~--------t-1--------------l--------b--------1-----------~------37 L------r-1 ~ ~H ' CAP END ~. ri---r--------______ ------------<~ 1 ----------,- 1 1E= 377.00__ -3: +---,1-+I ---+ ~~~V-----1----\ -\_ ~~~~: r~Rt77.42 \_ ~iErANif;~ii.~% ----~---------36 ~ ---~\ 6"x6" WYE · L;::==-CONNECTION L --'--85 LF OF 6" DIA. ------------------------------+------------+-- 3 2.5 80 7.5 5.0 2.5 70 7.5 5.0 ---------~ --------t·---------3 37 -----·-----------j-------------i--------+3 PVC SANITARY SIDE SEWER PIPE @ 6.1 % +--------·-+--------------+------------------+----------------------+----------··"----·r-----------------;--------------,----------------I ------------------~36 2.5 36H-----l-----+-----+----+-------i------+------+------t---3 60 -1--------------------1 ------------------------------------------~-----. ---------------------------------------------+------------------------}------------------+---------!----35 7.5 35_"'r-l-~-----i-----1------1-----+------1-----+------1~----r---3 55 40+00 41+00 42+00 4? ~2 0 EX SAN MANHOLE »' -::..cc::,- ( CULVERT Ir 1.L=367.22(12"CONC CULVEFH C 0 ·-+' 0 > Q) w I.E.-380.46( 12"CONC [) EXCEPTION 3-1 O' POWER EASEM[~IT //5f364146 /VIAILLFT & /VIUI ASSOC1A T.P.N. 2923059 \ \ \ \ /\ ---------, I /_,,,,/ ~6~ r5;> / -..... (_ /,,. 103 LF OF 6" DIA. ,, ,_·, 2 DROPS I / / --·-···-------, ----..... I PVC SANITARY SIDE --/ / SEWER PIPE @ 6.1 % \ CAP END IE= 377.00 FUTURE RETAIL 1 .1 Ac. I I I I cb ii? /--------\ I I __ t __ _ "TFAFFlf" - \ \ \ ' \ \ \ \ \ \ \ \ \ \ 0r' 'tp cf, q' \ \ \ \ \ \ \ \ I I ...____ ___________ _JL ___ J:=111~-=--g_~---1-1--;;LL--+---t I I I ----------- PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' VERTICAL : -1 • = 5' GRAPHIC SCALE 20 0 10 20 ~ ..,= ~ City or F ,__ fern ·1nn 111 •1 0 _ _ Otj S. IVf.Sion MA V I (J 20/J .:{) 1\; ((;.'f f!{[l'pf' /fl! /t5) NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: SI'ITS & HILL ENGINEE'RING INC. 4815 CE'N'l'ER STREET TACOMA WA 98409 1'.l'!LE. (Z53) 474-9449 FAX (Z63) 474-0163 BENCHMARK If_ All elevatio'l::; ore ~oseo on NA.VU 83 datum. OM fl I) Elevoti:J'l 400.958' KC m; "f-S/\". @ _., _., ::,; ~~ 0 ao ~ :l' z 0: -Q 1li ~ &: ~ Cl'.:'. w I- 0 I--~ er'. I- (f) ~ -w 0 w er'. er'. LU u s (f) LU 0 (f) 0 o6 (f) BASE: MAP SHEET DRAWING I-I- LU LU 15 ~ Q 0 0"' " "' -"' . "' i ~ Q 3 J_ "'0 0 • ~ 0 • 0, " > N -< -< I .J:: 3:: co " • ':I • -:E 'w' 0 0 O oO o N -"'~ 0::: w s w (/) w 0 -(/) 0 w (/) 0 0... 0 0::: 0... 2 OF 0 ::.:: ~ &l o ~ c:i ~ a ;:: ~ Ii) 0 z 13 0 Q -Ii) ~ ll: " 00 L() (') -sf' 0) N ~ ci z OJ ~ vi . . l,J O " Q <!'.: n. >-0 <( ~ w 0::: _J -<( LI.. I 0 0... 0::: ...J 0... .:: 0 z w <( 0::: z 0::: <( w ...J 0... ~ ...J w > 5 C3.8 . z .. /," -' \ \ " , "·· ----. ----.. . .,d~' '. ,.,_...... _:;,~ ti 'ti-~ f i;::;t?e:~\ -' " . ' i ·;1Jt:i"~f 1.:z,1t~{;l~1~Ii~}f:i,,;;~ : . ... / ,·--.•.. f '" ,'~--, •• , •• , •• , •.• ,, ... -•. -1).·'·,·· ~ 3 EXISTING TREES TO REMAIN & PROTECT '\ "' 1f <1---·,'.:i)-_-::'._:·;J -~ /_·:·: :: __ :-;·:·.• :-·~-~~:-~.·:~·: __ : ____ :.,:_ ·_:·:\/·,.:/:i::;,r\~:~~.2}::s:.~;:-~;:i~,.~ -~-__ _ h J". ···;. · ,• '!-1 :-····' . . : .. ·~ ,: ........ · ... ~]~::..:...·~··::;·, :.":{''.;! .. •· .. _.~1r::.v .ji~_.··::.::· "':-·, .. __ 'Ir .:. ·:. /:· .. :-..... _:yj il t .... =~ ·: · •. : .. :···: .::··· . --~·: . ·r·. . . ··· .. ·. ~ .... :· · .. _:. ·.:· .. :·-,\·.:;'\ __ ( ... ... ~--.. ~.:t;· ... ··.\t1~::: ... ) /:·-?:;,.:-~'·. ·;,·_.--.·:_,\,, . (=.:.J·.~t::·>~:··: ft', T t: .' ... /.·.~ ... ~·;·.·: ·-~· ··.·:· ,, .·.,·: ,• .. ··· .. ·.: ... _j:y:··-::: .. -~_.:·:'.i.-.-.. '.:·:\·:>· \0./·;~· ::/,J~<.:>C~-~~·~:, 1·:. • i , .. i. . j i :•· ...... '· ··: •• i··· :; /···:A~c:.' ·. -:; ·. .. ·1 •• • • ,· •• ~~,c:."'··-...; ;f'-...· t,o·~ , <,;., <L·;/ ... ··.:: .. :-~·-:·: 'ii : •·· · · •.. ,,,.. . ....... /.-..t. . ... ·. · .-.-.... <;:_/· .. :··:::··.-·.::r·'~:· .. ;;,?(~/:}:{rt~·-.::..·."'::-,,.;\ I ,'' • :. <.'I l<.; ((': .: ;:· _. . ·.···· •·. •.:. '; '.:,, ,.', · .. ·., . ,,·,_>:.: ·:~<,>< . ' ' i, ./ . t •f'''•'.'1\·,,Z;·,,_.,-,,. • • ., ' .. : . . '. . : : .,r. ·. : ••/ ,• ·:· ·: :. ~ ··:. ·.· II I'' r b I ; .. ) ',. . . ., \ .. \ •· I " I • "·I ,', • ' , ' \ ' , · ·: • ' \ ; \\ "·f~: :.···< ·l:1.~d.~ \\ =· ~-]··.\ ; V n..:.wz~,.,.1'; J..::: 'le '-b ~ \ ,. '. ·. . . \ 'o ' ,,_., . I 1/ .9\____ V /\ ,~, \ \, . ..\ O; ,, h_ I j' '<'\ \ •, •/ • I '\ '\\ ;0 '.b 1 \ I '• .'\ . ',: :, o' "'j 'i. ,: .. ' ._·.. . ~\~_-_· . '1 \•.\• • ' • J t I 1 ,I'. 0, \·\ -~\·· \ 'f_, I I -, :...:, \' \,·: •• ·::~\\ ·:·.,, \.·.: < 11f--·· .• I ~p ' ··, .. _,,--, \I; I\\,.· .. \ 11 l I \ ' ---------.-:--, :;,~·-. . ' ' . . ,, ,:\ i '·( - I I I I T-T I I I I -' /_ I I I k?: ~' I ' ; I • ' I ' ! ~! I • I·, I • I,) ---I - --i------: 420 SF RAIN GA DEN PLA N' ING BED .. NATURAL STOME DECIDOOIJS/ WEIR CANOPY TREES 508 SF. RAIN GARDEN PLANTING BED _,. I , 149 SF PLANTING BED• 1 ' 5 SF PLANTING B D . I ' ··1 . I\ i ', I I _I __ . ' . 149 SF Pl.ANTING BED 0 PROPOSED RETAl. 16 273·sf . . , 1.67 tfo. , ZONE!); COMMERCIAl ARTERIAL (qA) PARRING REQUIRED: 32 PARKING PROVIDED: 69 NATURAL STONE WEIR ---... -..... - ~ .. fl5.3 ... Sf RAIN GARDEN ~ PLANTING BED 3.58 SF RAIN GARDEN PLAMTING BED ~,---~ ~@)~l?G=D GRAPHIC SCALE 30 0 ~-15 \ \ ' -- 30 25 \ \ \ \ \ \ \ \ : ' \ \ I i I \ \ \ ORNAMENTAL TR_EES . . \ \ \ 562 1. SF PLANTING BED 5) BENCHES' BRICK PAVER PLAZA 8" F\.OWERING CHERRY TO· BE REMOVED I I I I I I; • 25 SF RAISED • PLANTER 30 SF RAISED PLANTER ' \ ' ., ! ! I I 1111111!111 \ i ==- SOD ~--~ ! ' 8" FLOWERING CHERRY TO BE REMOVED 25 SF RAISED PLANTER EX. T,RE( (DEAD) TO B(REMOVED 4" M,YLFl'.".STEM FLOWERING CRABAPPLE 30 SF RAISED PLANTER / 1, GRAPHIC SCALE 10 0 5 10 [~ r- LANDSCAPE PLANTING LEGEND , "'""" '," 7, !! " , " " '"" 1-"'.'--·-1 I . " ... I , •.•• ' .• : .• 1 l ·, · . .I 1_:..,_._,_:I EXISTING TREES DECIDUOUS TREE ORNAMENTAL/FLOWERING TREE EVERGREEN TREE LOW SHRUB/ PERENNIAL, GROUND COVER PLANTING BED RAIN GARDEN PLANTING BED TOPSOIL AND SEED ALL DISTURBED AREAS LANDSCAPE PLANTING DAT A PARKING FROMTAGE = 255 LF /30 = 9 TREES REQUIRED 9 TREES PROVIDED INTERIOR LANDSCAPE = 69 PARKING SPACES / 6 = 12 TREES REQUIRED 12 TREES PROVIDED = 69 PARKING SPACES * 25 SF = 1,725 SF REQUIRED 1,844 SF LANDSCAPING PROVIDED = 1,844 SF LANDSCAPING / 20 = 93 SHRUBS REQUIRED 93 SHRUBS PROVIDED SURVEY BY: sms· & HILL 1!,'NGINEERING INC. 4815 CEN'l'ER S1'REET TACOMA IYA 98409 1'ELE. {253} 474-9449 FAX (253) 474-0153 ---' ~ ---- VELMEIA RETAIL PHARMACY CUST<.;!A,.:1~273 REAR UMIVt:-THRU STORE NUMBER: 10285 N\./C CARR RD 8. BENSON DR. RENTON, \./ A PROJECT TYPE : NEW DEAL TYPE: CS PROJECT NUMBER: 69744 DEVELOPER: VELMEIR COMPANIES WEST DLOOMRELD, Ml 5757 W. MAPLE, STE. 800 (2Aa} 539-7997 ARCHITECT: An lngenium Group c«npany 719 Grl,wold St. Sulfo 1000 Detroit! Ml, 4S226 T,I. 3 3-221-1111 Fax 2-IB-936-8675 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL: REVISIONS/SUBMITTALS: PREAPPLICATION MTG. 08/24/2012 PRE-SCREEN MEETING SITE PLAN REVIEW DRAWING BY: DATE: JOB NUMBER: TITLE: ( 1 B tu·· , • /j LANDSCAPE PLAN SHEET NUMBER: L 1 . 1 COMMENTS: 12/27/2012 01/10/2013 pdr 08/24/2012 12943584 NOT ISSUED FOR CONSTRUCTION 7:":'.~7"7:-:;;,;-;-;;-"7U~R,:o-;-::=::-:=:-;~~:-;;-::=::::::;------------------------------------------------·----------------------------------------------i ------------- Copyright © 2012 S Corporation, All Rights Reserved