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Home My WebLink AboutLarge FormatRECORDING NO. VOL./PAGE CITY OF RENTON SHORT PLAT NO. LUA VELMEIR RETAIL PHARMACY s-HORT PLAT 40 e -------- \ ----\ \ ---------\ ----NORTH ---...._ _s1a·49·12"r 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- CITY OF RENTON LAND RECORD NO. LND- /\ I I { w I 'lo - 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 \ -... Sc L?4r, ----1~1--.1..._________ --=..:: - 1i I H srRt1::r ----FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 oN -,,., ,,., . ~N . (() HORIZONTAL SCALE: 1"=40' 0 40 80 L.w Pil ·~ L 9 411 '----• --5 .. .J BASIS OF BEARINGS WASHINGTON STATE PLANE COORDINATE SYSTEM, NAD 83/91 NORTH ZONE FOUND REBAR/CAP "HDA 18730 10198 10957 18086 9158" VISITED 8-01-12 1 O' POWER EASEMENT I I JOJ. //'(Cl / 1 ~40~ I 2a4.14· I I I I PER AFN 5664146 -- I I 1-- IMJ &i D l1= l1= ~ 'if &? IMJ (I)} D [f{J &i ~~©rt;D&i 'if~~ tf'Jp)JNJ. ,@@,@$3@@®@"8.@ 1 I ;,, I I ~ , I o N N N I ,..; w 0) t-i I ~ I I ~ I I I // /////// ///////7, / / / / / / / ~ LOT 1 / 47,924 SQ. FT. / 1.10 ACRES / / / / / I I I I -----------I I ----------I / / / --I 18' EASEMENT FOR ' INGRESS/EGRESS PER I AFN 9104261602 J 40' EASEMENJ FOR PARKING,_ FOUND REBAR/CAP CIRCULATION, AND LANDSCAPING CAP UNREADABLE PER AFN 9009170446 VISIED 7-20-12 -l-. / / ~ ______________ J__ /L_-f~J EXISTING BUILDING TO BE DEMOLISHED -----T+l I 25' GAS EASEMENT J I / PER AFN 9501250239 / I I I I I 20' SEWER EASEMENT -I---, I PER AFN 9009170444 / -~ _ I / &i ~ ffe> u !NJ w ~ ~ 'i!IMJ~ !NJ 'if~ 'i!.ffe>.!Nl. ,@@,@$@@J@'fl~~ N 0) I I g :;; I .w I I I i I I I ~ I I I I I I I I I I EASEMENT PER I ll=0 9'45 '~5" 10' BUILDING / N87'13'56"E 331.52' LOT2 72,822 SQ. FT. 1.67 ACRES PROPOSED 15' RIGHT OF WAY DEDICATION 6' INGRESS/EGRESS · ,L I AFN 9009170443 / I 1/ _ _J R=293.17 SETBACK L=50.01' l ___ _ --------- S86'50'00"W 308.33' ~ l\=66'18'30" --.. R=358.17' ~ L=414.51' -... FOUND TACK I I I I I l\=09'32'14" R=308.17' L=51.30' IN FACE OF CURB VISITED 8-01-12 50' FOUND REBAR/CAP _L PACE LS #11691 VJSITED 8-01-12 ---=====-__, ..... ___ --- 10,540 SQ. FT. 308.01 SE CARR ROAD ----- S86'50'00"W l\=10'06'41" R=740.00' L=130.59' --- 10' BUILDING---\ SETBACK \ PROPOSED 15' RIGHT OF WAY DEDICATION 10,540 SQ. FT. \ I 5"" z -I \ --I --------......, I -" I I I ..-\~ ~t,\. ',",a <.J' 6' ~ o>. '\.V-~·. ~ \ ~ IJ'\ \ \ \ \ w . (() 0 LEGEND FOUND MONUMENT AS NOTED () FOUND PROPERTY CORNER AS NOTED + CAI.CULAlID MOHUMENT T.P.N. TAX PARCEL NUMBER l\=10'44'12" R=740.00' L=138.67' \_-. 15' ~ I o z EXISTING BUILDING TO BE DEMOLISHED I I I I I I -N ,~ <D I 3: ,t I~ en ____ J 15' 50' FOUND REBAR/CAP 45' \ I I \ I STA 326+13.52 \ FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 ! 45.00' RT \ I ~ II ;<t- I 5 '(' I r FOUND REBAR/CAP PACE LS #11691 VISITED 8-01-12 STA 325+40 l 49.80' RT PC STA 325+21.40 C1i11 . o,. . or J:t";r § li/f!1 ///7(' f· o, "hon ~ 1 SE 176TH STREET " :,v1":1on 0.4' BELOW SURFACE -.. .'Of-f L PACE LS #11691 VISITED 8-01-12 368.01'__ _ _ ---- FOUND 2" BRASS DISK W/"X" ,lfA}( '.· iJ 2, --_ VISITED 7-19-12 ff?/1;{;1 --;, ... CITY OF RENTON MON #1866 -·-.~ 11 '" WSDOT STA. 324+77.78 ·-\., Ii_-:,£' IV!f:.";/)) -- p.!ll!lllllllmmlilllllllll-lilll!llllllllllllllllil!IIII ___ PREPARED BY IIIIIIIIIIDlll-lliUlllil!lllllll _____ !lllllllllillll!llllliiBliil!iliiiBl!11111111111111i1111illlllllll SITTS & Hill ENGINEERS, INC. CIVIL 11111 STRUCTURAL 1B SURVEYING 4815 CENTER STREET e TACOMA. WA. 98409 e (253) 474-9449 DRAWN BY lllllllilllllllli-llllllltilillll CHECKED BY ---PROJECT NUMBER _.lllld TJM MAM 15376 DATE 11111111-llllllllililllllllllllaiillllllll SCALE ---lilllllllllll'llliilllllll SHEET NUMBER--· 04-08-13 1" = 50' 1 OF 2 CITY OF RENTON SHORT PLAT NO. LUA ___ _ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS EXAMINED AND APPROVED THIS ___ DAY OF ___ ___, 2013 DEPARTIV/ENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF ___ _______, 2013 ASSESSOR ~-----------------------1 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, __ ____ TOME KNOWN TO BE THE REPRESENTATIVE OF __ _____ THAT EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT 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 WAC. 332-130-090. 4. ALL TITLE INFORMATION SHOWN HEREON HAS BEEN TAKEN FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT FILE NO. 1340943, DATED OCTOBER 17, 2012. EASE/VIENT NOTE 1. THE INGRESS AND EGRESS EASEMENT AS RECORDED UNDER RECODRING NUMBER 9009170448 CANNOT BE PLOTTED 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 E, WM CITY OF RENTON LAND USE ACTION NO. LUA- CITY OF RENTON LA~JD RECORD NO. LND- ~ j -S 32ND PL w w w V) V) V) ~ ~ ~ <: <: <: S 32ND ST ~ jE jE LO a a co a ~ ~ ~ V) 1----1-~-\ < L __ .---,--~'\" i 2 -J ....._ __ s_E_.1_72_N_D _s_T -~--I ::J ~ co '-!!! ,._\__ SITE ~~ ! S 3611-1 PL , ____ S_,£ 174TH sr J.p ~ <t,.., f{:i -a u 30 Lg- )1 : \'l), • SE 1761}1 ST _ . 29 31 ~ 32 VICINITY MAP ADDRESS 10660 SE 176TH ST RENTON, WA 98055 32 qlt),, . /)/:, 0 f' /:., '11:111.. "1$n ·111:y /) .. •rfo, -11.1,.. .,, ,lf4,y .· ,010() ~ ·L~ ., . . . I tJ lfJ!j -;J;, l'\p, , l,'c:;,i:,:z'Jf}? ~ ff» j!1J111i1i1 RECORDER'S CERTIFICATE ________________ ._. SURVEY CERTIFICATE -i!lllllllllillllllllllllllllillllllllllllllliilllllll_lllllillii _________ 'IJll'IIIIIPREPARED FOR __________________ lllll!lll ____ lllllllllllllllllllilllllllllllllllil-ll!lllillliPIIIIIIPREPARED BY llillllillllllllllll _________ lllllfil!llm. ___ ii!III RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ______ , 2013. AT , IN BOOK OF SURVEYS, AT PAGE ---~· AT THE REQUEST OF MICHAEL A. MCEVILLY MANAGER SUPERINTENDENT OF RECORDS 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. 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 SITTS & HILL ENGINEERS, INC. CIVIL II STRUCTURAL II SURVEYING 4515 CENTER STREET e TACOMA, WA. 98409 ill> (253) 474-9449 B DRAWN BY ----CHECKED BY ---PROJECT NUMBER -illllld TJM MAM 15376 !ml DArE ----iiilll611111 SCALE ____ ._ SHEET NUMBER !lllllllllll!llllill!lidJ 04-08-13 1" = 50' 1 OF 2 j_-'/ ' ' /, { j - n ' I/ • I ' I ' I I " I -I--- I I , Copyright © 2012 ur,s Corporation, All Rights Reserved ~\ I.: I ' I f I,, co ~ ' ~, I I I T -~ . ~:, . · ... ,: .. ·.,: ·• :: .. :-.. -,· .... . : .. :· ~. . ', .:.· • • • •• • .••••• r. ••• ••• .....;: ---,-r-·-,·-i'- . I ~ : ... I I I I . . . ~ ! ' 3 EXISTING TREES TO REMAIN & PROTECT 420 SF RAIN GA DEN PLAN ING BED 149 SF PLANTING BED. ![' -.+ _ ...35.5 SF RAIN GAf EN ~ 11 ;-=-~--~# TING BED/ --ii DEC)lillJOUS/ 1 _ _ §/----111 CANO Y TREE f----,:t-lj L____ ) I --I -~ - -1---- 1 ----r~ \ --~[ __ I NATURAL STONE 1 5 SF .PLANTING B D ·. I. I I I \ \ I I ·.1. 149 SF PLANTING BED ' J; H', PROPOSED RETAIL 16,273 sf , 1.67 /\c. , ZONE;!); COMMERCIAL ARTERIAL (CA) PARg~IMG REQUIRED: 32 PARl<IMG PROVIDED: 69 NATURAL STONE WEIR ,.--"'!'"-----~-s::,~ ~ ~--. ---;-------~-- .653 _SF RAIN-GARDEN PLANTING BED _____ ,.._"T,... DECID0ous7 WEIR CANOPY TREES "--,358 .. SF RAIN GARDEN PLANTING BED ~~N~~G~~~GARDEN rr====;=a <tr ,oil> Ii 11 II I Ii Ii \ . \ ;"" -~' \ \ I \ 1r-+-n'Thi ORNAMENTAL TREES I \ l :' I : '<, ·\ : I i 5621 SF , PLANTING 1BE'.D 1 5) BENCH~s: BRICK PAVER ip~ 'i . 8" FLOWERING ' CHERRY TO · BE REMOVED 'i i. ii ' \ ' llll!llilll -- 25 SF RAISED PLANTER .l 30 SF RAISED PLANTER ... , ..... ,.,,ljj • /~ 111111 I I I I I [K:f](gl~'ITG{J GRAPHIC SCALE 30 0 15 30 ~LI / \ SOD SOD' ,, ,;. 11~- '--,-,f-H-+-'-_d--f 1--+-h--~-·" ~ 11 I , __ J !~~ D O ~ 'fJ't_' p CHJ oc~udu oor'r17_HncJ H--+-0._.,ib O ill I 11 :r-1 ;::J [I[: D JO ~!.J.U U rJ · D::ioc:,::::Joi;JLLJ··Joorr:.[jlnn'n L LJLJL_l'::::JDOr-:--nn JULJL0DOD I , 008-=CJl.JLuL :iorhfri'r: -t-L LJLJLJ_JObe:n-r. ,:JDCD o:=i ·. r _n n r ,----, [:J tJ c J Ll:::J :;:i o · n n: r1 • . D~~U~ULJL~DDCO~n CTIDDD n r , D tl::::J D =,J_. (l n r7 -; n_f] D L) l . i ·:'·-(" I Gl U•L1 [ti 11 n 8-T +1-f:'L"··i:::t"'l;J:~(;·:~--uuo [,-; 'f ~ n n r:J I I u ULfJ i::f ·=_.yf,U [" ;--'n,n Fr DO [J l In ,n ~ '.-n :J·D'D c r:=: 'GJ q< ' ~ n OD I I U U [I ':I D [' D n r n D. ['] r_; .t _ ·: u ~ u 11 _n n ~-::i o ~.--o o u·c:: o ~Y"u (1 I-~ [ja] 7 ~-_J LJ_(C:,,1111 __ ( ,-DAJ D -_ CJ u u u 1,111 o.o o o-::;_~El. o c u_:1;;J-·u l -1 r -------;,1,, co ci o o .t I u u 1 1 11J :-/rJAJ_r [j -on ~,=:l::W .J LI u /f--l-1<'/ u 1---1'11 o a 'J ::::J£;J ~ aD cu L' Ci o D :;-' n r. r1 ri1 [I LJ'.U U LJLJ ";'\[]DC:: f].l nTI :Jo::::; D ' fd....CJ.JJ D D O [:] U _ f..J LJ I;_ tL D LI Cl -Tn --: ''-.:::::C-"'f" o tJ 1f-LJB-Op_[l CJ -1 n,!_ 1-, Q o o :::ro -~u L, DLJD['JDCJ'JD~D [t1r11111r107 DOD r r.l o o·o o-f"l n r o o,;f~ o c, o o o i;;r\1.U-_'·cfo o 4;1+:J===1TI c l.J u-C:1 '_1:6 613,S ._D,.r:J·' J 11 1.1 n rJ 1b/ J = o o r, C [)_ ri f_j_ (, i I L' I'' ' . , ,f ' J [l . :-1 u LJ,-;:,-;b·, CD Df.; , ... ·,..u·· :J:tJ ;'u Jj}'' -'r~,--· ''"JD· _[J. [J c;:r'; __ lo-.0):j : c~L·), .,___Ki·t.J l, r>', I• fYtt:± ~ $' I 562 SF PLANTING BED 5) BENCHES BRICK PAVER PLAZA a" FLOWERING CHERRY ·ro BE REMOVED 25 SF RAISED PLANTER EX. ]:RE( (DEAD) TO BE REMOVED 4" MV~Tl::.STEM FLOWERING CRABAPPLE 30 SF RAISED PLANTER GRAPHIC SCALE 10 0 5 10 ~ LANDSCAPE PLANTING LEGEND ', y, y, r," 'I y, r, r, y, 1-~----1 : ... : ":,. .; .. : l ·. · . . I l_:..,_,..,..:1 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 FRONTAGE = 255 LF /30 = 9 TREES REQUIRED 9 TREES PROVIDED INTERIOR LANDSCAPE 69 PARKING SPACES / 6 = 12 THEES 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 : i SURVEY BY: SITTS & HILL ENGINEEfilNG INC. 4816 CEN7'ER S1'R£'E1' 1'4COMA WA 98409 TELE. (253) 474-9449 F'AX (253) 474-0153 VELMEIR RETAIL PHARMACY cusr~ .. :.1~273 REAR ut11vc-1HAU STORE NUMBER: 10285 NwC CARR r~D & BENSON DR. RENTON, 'v/A PROJECT TYPE : NEW DEAL TYPE: CS PROJECT NUMBER: 697 44 DEVELOPER: VELMEIR COMPAMIES Pm :'1ers 1 Uevelovnent WEST BLOOMFIELD, Ml 5'/57 w. ldAPLE, sn:. BOO (248) 539-7997 ARCHITECT: An lngenium <iroup company 719 Grlswold St. Suite 1000 Datrolli Ml. 48226 Tel. 3 3-221-1111 tax 248-936-8675 ENGINEER OF RECORD GRAND RAPIDS, Ml 3950 Sparks Dr, SE (616) 574-8500 SEAL: REVISIONS/SUBMITTALS: PREAPPLICATION MTG. PRE·SCREEN MEETING SITE PLAN REVIEW 08/24/2012 12/27/2012 01/10/2013 ·•1 -1nion /J ... ::-, f'111sion DRAWING BY: pdr DATE: 08/24/2012 JOB NUMBER: 12943584 TITLE: LANDSCAPE PLAN SHEET NUMBER: L 1 . 1 COMMENTS: NOT ISSUED FOR CONSTRUCTION LEGEND EXISTING FEATURES _[]_ @) EEi D 0 < 0 D FOUND MONUMENT AS NOTED SIGN BOLLARD WATER METER WATER VALVE FIRE HYDRANT STORM CATCH BASIN SANITARY SEWER CLEAN OUT CULVERT SANITARY SEWER MANHOLE VAULT TELEPHONE RISER ~ STREET LIGHT -0-UTILITY POLE ----3 GUY ANCHOR LIGHT STANDARD Ill @ ------381------ ----380~ -~ -SD-SD-SD- -SS-SS-SS- OHP ---- --BP---BP--- ----TEL ---- -w ~-w --w - --GAS --GAS -- ~ ---~------E------ (3, D [] D T.P.N. JUNCTION BOX POWER VAULT POWER TRANSFORMER GAS METER GAS VALVE MONITORING WELL BOUNDARY LINE EASEMENT LINE MINOR CONTOUR LINE MAJOR CONTOUR LINE STORM DRAIN PIPE SANITARY SEWER PIPE OVERHEAD POWER BURIED POWER BURIED TELEPHONE LINE BURIED WATER LINE BURIED GAS LINE FENCE AS NOTED DITCH LINE HANDICAP PARKING CONCRETE SURFACE GRAVEL SURFACE ASPHALT SURFACE TAX PARCEL NUMBER ROCKERY EVERGREEN TREE AS NOTED DECIDUOUS TREE AS NOTED CULVERT 1.E.=367.22(12"CONC E) STORM CATCH BASIN RIM=374.16 I.E.=372.56( 4''CONC E) 1.E.=372.26(6"CONC W) FOUND TACK IN FACE OF CURB 8-01-12 CULVERT I.E.=370.55(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.=380.45(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 I.E.=388.76(12"CONC W) / CULVERT I.E.=388.25(12"CONC E) -43{_- I ROCKERY f!ETAINING WALL \ FOUND REBAR/CAP PACE LS #11691 8-01-12 ---- \ \ I ------------------ \ \ \ \ DIRECTIONAL I\ I ONLY r FOUND 2 1/2" BRASSIE W/'X" 0.4' DOWN 07-19-12 NE CORNER OF THE SE QTR OF THE SW QTR OF SEC 29, TWN 23N, RGE 5E, W.M. 32 t----SANITARY SEWER MANHOLE RIM=399.79 I.E.=389.54(8"PVC E) I.E.=389.39(8"PVC S) LADDER (NE) FOUND 2" BRASSIE W/"X" DOWN 0.4' 7-19-12 S 32ND PL S 32ND ST (/) ~ <C z ~L------,\ S 361\-1 PL iE <D 0 SE 172ND ST 28 29 CD r'l z (/) 0 z 0 ;u V, r'l 28 VICINITY MAP BASIS OF BEARING 32 33 WASHINGTON STA TE PLANE COORDINAr[ SYSTEM, SOUTH ZONE FROM NAO 83-91 VERTICAL DATUM NAVO 88 BENCHMARK -KC BM "FSA" ELEVATION = 400. 968' CONTOUR DATA PER GROUND SURVEY PERFORMED IN JULY, 2012, BY SITTS ANO HILL ENG/NffRS, INC. CONTOUf/ INTERVAL 1' NOTES 1. FIELD WORK PERFORMED IN JULY, 2012 ANO MARCH, 201J. 2. FIELD [QUIPMENT USED: TOPCON QS TOTAL ROBOTIC STA 710N J. 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 BffN TAKEN FROM CHICAGO 71TLE INSURANCE COMPANY COMMITMENT FILE NO. 1340943, DATED OCTOBER 17, 2012. SITTS ANO I/ILL ENG/NffRS, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS SITTS ANO I/ILL fNGINfffiS, INC. AWARE OF ANY TITLE ISSUES AFFECTING Tl/£ SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP ANO/OR DISCLOSED BY SAID 71TLE COMPANy'S ORDER. SITTS ANO HILL ENG/NffRS, INC. I/AS RELIED WHOLLY ON SAID TITLE COMPANy'S REPORT AND THEREFORE QUALIFIES THE MAP'S ACCURACY ANO COMPLElEN[SS TO THAT EXTENT. 5. IN ACCORDANCE WITH THE REVISED CODE OF WASHINGTON (R.C. W.) 58.09 AND THE WASII/NGTON AOMINISTRA TIVE CODE (W.A.C.) 332-130, THIS SURVEY MAY DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES. THESE /NO/CA TORS, IF AT ALL PRESENT. MAY REPRESENT A POTEN71AL FOR CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE SUCH ITEMS. 6. RECORD OF SURVEY RECORDING NO. 9103189001 ANO KING COUNTY BOUNDARY LINE ADJUSTMENT RECORDING NO. 9104261602 ARE THE BASIS OF TH[ BOUNOAriY OF Tl/IS SURVEY. 7. UNDERGROUND UTILITY LOCATES WERE COMPLETED BY MT. VIEW LOCATING SERVICES, LLC ANO FIELD LOCATED BY SITTS & HILL ENGINEERS IN MARCH 2013. 8. REFER TO ALTA/ACSM LANO TITLE SURVEY DATED OCTOBER 26, 2012 FOR TITLE INFORMA T/ON. LEGAL DESCRIPTION PARCEL A: LOT A, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER S91L0069, RECORDED UNDER RECORDING NUMBER 9/04261602, IN KING COUNTY, WASHINGTON. PARCEL B: AN EASEMENT FOR IMPROVEMENT. USE ANO MAINTENANCE, FOR INGRESS, EGRESS, CIRCULATION ANO LANDSCAPING, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9009170443. PARCEL C: AN EASEMENT FOR SEWER LINE AS ESTABLIS//£0 BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 9009170444. PARCEL 0: AN EASEMENT FOR INGRESS ANO EGRESS OVER ANO ACROSS Tl/AT PORTION OF LOT C, KING COUNTY BOUNDARY LIN[ ADJUSTMENT NUMBER S9/L0069, RECORDED UNDER RECORDING NUMBER 9104261602, OWNEATED AS ACCESS EASEMENT ON SURVEY RECORDED UNDER RECORDING NUMBER 9103189001. City of F!enton Planninq Division Mi\V 1 ij Ml "' z 0 "' ~ 0: "' ~ <( > 0 0: Q_ Q_ <( ~ <( w "' >-"' 0 w 0: <'. Q_ w 0: Cl. 0: 0 "- 0 w "' <'. Q_ w "' Q_ I-u w , 0 0: Q_ "' 5 0 w vi ::a N f-- _j <( I 0 C{) z vi ::a I <J) -st-<t'. 0 0 0 w w z z "' Cl " w (J le ~ "' <( w <( w 0: I <( (J 0 0 (J 0 "' \\,'Ly &o,,.)'1 (;' ,o' °'-; -G J, fU~cc .):_-cl-. -z_ ~ ~:~<( <{~ ~t;;_J ,.,_ "" 'T G --J _) 0 !<I ;[ l'"' '<-o \ [>-·-It,-c:; ly j '-, 0/ p?-0',;; • (!) 0 z >= ...J z w &: ...J ..... :::, "' 1/l i: Cl) • oa ffi ....I ~ :::, Cl) w I- (.) 1-Z :::, 0,: I-...... -t/l -(!) • Cl)z ....I > w 0 <D "<I" l{) w Ol z "<I" s;! 0 I' i:E '<I- Cl :::E OCI CJ) I a: en iii "<I" :,,: I'-:::> e::: 0 <( a: l{) a. I en <( c.o C) 0::: ...... LO <D 0, 0 I"') z <( 0::: <.:) >-~ ::, Cf.) ~ 0 I C'J) 0.. <( f-cc en 0 I 2 I- (0 f2 r-.... .... w Q en z <( 0 >-z a: <( w <( " I.() " 0 1o I-z w :::> w I 0 a: "' en I ro SHEET NO. 1 OF1 PROJECT NO. 15376 SANITARY ScWCR MANHOLE RIM~373.54 I.E.=365.39(6''PVC NE) 1.E.=365.44(NO PIPE E) 1.E.=355.32(8"PVC W) 4' DIA GB #3 RIM = 376.21 8" N IE= 373.21 8" E IE= 373.21 8" S IE= 373.11 SEE STD. PLANS 201.00, 204.40, 260.10 CUI.VFRT =,~- II.=370.65(12"CONC W). mi IND REBAR/CAP 10 LF OF 12" Dv\. ' :; "ffAIJABLE SOLID HOPE STORM 10· 12 PIPE @ 0.5% RIM = 377.00 12" N IE= 372.39 12" W IE= 371.59 12" E IE= 371.54 SEE STD. PLANS 200.00, 203.00 32 LF OF 12" DIA. S SOLID HDPE STORM • PIPE @ 0.5% I 'I,, : \ I ' I \~ 1 +' co '" I t. i I\ I 'I,, I ' I ' \ \ \ \ \ \ I I/ \ \ I 1 I \ I I , \ ' I I I :ll ~' I I I \ 113 LF OF 8" DIA. SOLID HOPE STORM PIPE @ 4.3% '--.'"--'JJJ'l..-\.J:l-f/12._ RIM = 380.50 8" W IE= 377.50 ,--------· SEE STD. PLANS 200.00, 203.00 '·,.L __ 185 LF OF 8" DIA. SOLID HOPE STORM PIPE @ 2.2% FUTURE RETAIL 1.1 Ac. CULVER[ I.E.=380A6(1tCONC E) \ CULVERT 1.r.=388.76(11'CONC W) CULVERT / -l.,.=.36825(12"CONC •) --'--, fJ' WATEf! \ f----t--------------------1---f----t---J DESIGNED: ET ET l----l---------------------1----l----l----l~""""' KO ,__ ______ _, NO. BY i\PPRMO: JEV DATE APPR REVISION I (\ I I \ \ l..J (1 \ \ \ \ I ----------------- GRAPHIC SCALE 30 0 15 30 ~, ?9 I 1 "=30' ONE INCH AT FULL SCALE JF 00T ONE INCH SCALE ACCORDINGLY VERJICM.: NIM) 1988 HORIZON'f/J..: tw> 19eJ/1991 ----·-.~ ·., -·---~ SITE UTILITIES LEGEND MANHOLE • CATCH BASIN 11!1 CLEANOUT ~ VALVE (WATER) @ FIRE HYDRANT ASSEMBLY T ~ UTILITY CROSSING CD NUMBERED NOTATION ELECTRICAL SERVICE E E TELEPHONE SERVICE T T GAS SERVICE WATER MAIN -·=·-w SANITARY SEWER SN UNDERDRAIN -uo uo- STORM SEWER 1. ALL TEXT & FEATURES SHOWN SCREENED ARE EXISTING. ALL STRUCTURES SHALL BE LOCATED IN RELATION TO THE PROPOSED IMPROVEMENTS 2. UTILITIES SHOWN WERE EITHER FIELD LOCATED, OR TAl<EN FROM EXISTING RECORD/DESIGN DRAWINGS & ARE SHOWN ACCORDINGLY, THE CONTRACTOR SHALL EXERCISE CAUTION & FIELD VERIFY REQUIRED LOCATIONS PRIOR TO EXCAVATION & CONSTRUCTION. SURVEY BY: S11'TS &: HIU ENGINEERING INC 4815 CEN1'EH S1'HEET TACOMA IYA 98409 City of Renton FJlarn 1mq Div1s1on MAY l 6 101J 1'ELE. (263} 474-9449 FAX (253} 474-0153 BENCHMARK II All e ev:.:tior,s u1 ,, bc1ser_l or1 n,\1/D 82 RM lf1) Flt:vati0'1: 400.%8' KC b\1 "r·sA" F.F.E. = 100.00 (ARCH.) = 384.40 (CIVIL) lll,TI, 03/28/13 VELMEIR RETAIL PHARMACY UTILITY PLAN-SITE F1El..DB00K: '""' ORAWINC NO: C 1.3 SHEEr: OF: 8 I I [Tl (D < 0 rt- 0 ::i 0+00 1 +00 2+00 3+00 3+42 -f--------·-··········1-·-····-·········· -....................... J .........•.•..• ____ ,,,,, .......... -.•• ---J. -·· ···--····---···········-·--·l-----·-----····1·---· .... -·-~ ·-------j------···········-'--···-·····-···---······· ' -· -1-402.5 l-l-~~-f~~~-t-~~-----i-~~~-t-~~----4~~~-+-~~--+~~~-f---~~--+~~~-+---~~--+~~~-+---~~~~~'.'.T-4'00 15"WATrn1:,;:::_j __ 7~ ~ CONNECTION WITH ~ ~STA:3:~00.21 I CORP. STOP prn-· · ······--····· ~ELE',/:389~72-r· -····---395.0 DETAIL W-20 /, STA:3+32.35 I _/ +-··-············-········-·············+··-·--··----1··-·---· -;A~2-+_2_2-.0·-4·-_·-~,-___ 1~ _..-_.-~LE~8:22-=P<-\-ltc-c:....--392.5 390-i-------r-----i----r----,----:-;t;;;~;;~-+--~ROPC:srnGRC~--rEL=EV=:c::38:'.:=5~.7_,_41~~.,.,,.-7~--1=----==-c~-~==:tf' ==~~,·J.====t~F==~==~f1~/l~=r·390 I -EXISTING GROUND -PROPOSED GROUND ~ .,. - -·············---1--------1------f--SI-UR_F_AC_E ___ -+---l--s···u···R···F····A··f-CE ___ ,.,,............... -·-r-:.,..ro,c,>:=--· _..-_. -----~·····-·--'-----··········--·· ·······-.. ·-··-··· ... ----= ~ CONNECT TO EX. 8" WATERMAIN ~ (FIELD VERIFY LOCATION AND --·---~ ::Ei~~~;~R ·····-+-·--··--··--·'--------!----·---L _ k _. -~~-~---------+----·---R.2 .... 0.0 .• .... e-....... -;....·1 -----f--··-············ --·--• .. ·------~·· • 385.0 ,::i~~t~t ~~:\~~~)E --___ ., "I.. ~ cci DETAIL W-6 _. .,I ', -"1 ~ I J--f ~ "v""" I .~ 8"x6"x8" TEE FOR FIRE ~ 40 ------· 397.5 +---------f----············--·······--···--+-------+··············------···············"'·1--················--···---1·-·-----·-------+·--------+----····-· -.. --------+---·----·+--------·+--.. ·-····· ·········----··I·················--.............. . -·-----------~ -----------·-·· _--_ · · · ~ _-/-· · -¥(;$j!l; · L--.:::-_.:::: ~--i/:;},jf[j'J---e (:!,\F ,jr o',: "" 1 L.-----1----·········--··············-·+· .. ----·+377.5 --····-; I : -f -•200· 1----=~_.:. \ --1 .. --·-P~El_LJ_C_W_A_TE~~Al1 ···--e·L:~IT~F;; is~~~ -···-.. --··-... ·--·!----------·-.. :. ···-·············-+3 7 5.0 -·--Jl'.:_.:!J; .. ;;;; ...... ;;;; ... ;;;;_;;;: ... ;t ... ;:;: .. ,~. ~~,~~~==t=_=_··=~-~==--==-~-·~:r:1 ·········--··--.... ----.. --\.. 8"x8"x8" TEJ WITH ---~ ···----1-·· --.. --. ·····------+--·---······--········· i---------+ .. ··--····-········-"372 •5 \ \-~LE\1~373.04 \_ CONCRETE ----t------+------+-----+-------+------+----+-370 \ 109 LF OF 8" DIA. BLOCKING PER 38 370-'" m -----··-· ····· --·---'>----· ..... -.--·. .. CLASS 52 D.I. .. -----DETAIL W-1 ----···········!---·-·····-·----+---·-----·!--····· ···----·----------···-1-··········--------·1 -· -367 .5 ,· SANITARY 50,ER :~------·--~.ff ;gi~i:~i~;;:G ---------------PU-BU~ IME::N __ -----. --·-· ..... i ..... MAIN, IE= 366.19 ----··---·--·------······---····· · 15 LF OF 8" DIA. I-·--·-··------·--···---··-··---------·-·--------------! ------ , I -365.0 ----------·-----·-----... ----··----· .. ··----· ---------··-----···-------.. ·---------------~---.. ---·-····· ···-·-!-··-........... . ... ·-·-····--!·-··-·······-··· 36 o+oo I I ·\ \ \ \ \ \ I I I i I 1 I I I I I J ------I I-i I I I ! I I -1 I ,: I ------1 ' I I I -I " / I I I L I I ' CLASS 52 D.I. f'.UBLIC WATERMAIN ' . . 1 +00 I ~ I I -+-- 1 l------ 11 (- SEE VELMEIR RETAIL PHARMACY SITE PACKAGE FOR STORM SEWER AND OTHER SITE IMPROVEMENTS ' I I I I I ' I I I I ! I ; 8" DIA. 90" BEND 1 109 LF OF 8" DIA. ~ 9 o, CLASS 52 D.L WITH CONCRETE BLOCKING PER DETAIL W-1 PUBLIC WATERMAIN i I I I I I I ~ I I \ I ' ' i i . -··-------··-·-r····-------·-.. --.. ··---·--····--··· .. ····· .. -·-····-----·---····· ---·--362.5 ' I I I I I I I~ I I I I I \ I I I ' I I I ' / SEE SHEET C3.2 FOR CONTINUATION I I I I I I I I 2+00 I ' ' I I [t ! r-f) I I I I I I I I I I \ PROPOS,ED ~ \ f N, \ RE"rAJL r \ 16,270/ sf i I I I ! I f , 1 67 Ac. , \ • I ! ZON~~: COMMERCIAf. ARTERIAL (Cf) CP I I PARKING REiQUIRED: 41 PARKING PROVIDED: f39 \ I I ) FFE =I 3B4.40 I , I I 1"' ! I ! / I ,/ METER BOX PER D~AIL / W-21 OR W-22 I I ' ! 15' WIDE PUBLIC WATERMAIN EASEMENT 10 LF OF 1.5" DIA. 1 CLASS 200 HI-MOL 1 PLASTIC WATER SERVICE ------------~---·-------------- I I ------ I 1 I I I j I I I I I I I q, co 'u 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 I 3+00 I I I I I ! 8 LF OF 6" DIA. CLASS 52 D.I. FIRE PROTECTION LINE WITH 90" BEND ~ ,_ ' ' ~ / I I I I I I I I I I I I I I I i I I DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER DETAILS W-25A AND W-258, I I I I J RIM = 396.05 ' I I I i I I I ' I I I I 360 -3+42 i!W --·-···--· PLAN & PROFILE SCALES HORIZONTAL : 1 • = 20' VERTICAL : 1' = 5' L::_·, ...... lN:l@J~11Q=G GRAPHIC SCALE 20 0 10 20 k-? l I Gity or f!ent,)n i:-.i:;,i r) J Htlq / )iViSJOfl M:\Y ! 8 2013 ! ~\\ !i~ Q:; [2 ~ ~ [~ [QJ NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: SITTS & HIU BNGINEERING INC. 4815 CENTER STREET TACOMA WA 98409 TBLE. (253} 474-9449 FAX (253} 474-0163 BENCHMARK# fa.1 1 elevations cir<: '.Josecl on NN/8 88 datum RM #1) Flevoliur·,: !\00.968' KC GM "FSA" a .J .J ~ if. ~ ~ <JO z 0:: ~o. -0. i§ ee 0:: 0. 0. <( n::: I-w I-() <( -0:: s I- (/) ~ -w 0 w n::: 0::: w () s (/) w 0 (/) 0 o6 (/) BASE MAP SHEET DRAWING st co l!) C'J st I-I-0 m "I w w Y'. ~ ~ d f§ i 2: Gl ~ cf Ill J: 0 a a u -, ~ w " c:i "' ti ..,~ "' .. ,-: r..: :i 0 tl dti C 0 z 0. -"' .. "' "C ~ I u g-..,. Jr a::[;; 0 "-,n C <O m e u; "' "~ "' Ill 0 ~ SJ \8 -w ~ 0 ci ~7 a z 0. ":i .... VI ~ O .; ~ R > "' « s< I c,_ .c ~ ~ ~ ,; -st N 00 II II ~E~ . . 0 0 O ~ ~ Ul Ill N -"'~ uJ ~ i:: ~ ~ ei V) J: :, >-0 <( z ~ w <( 0::: _J ~ <( u.. 0::: I 0 w 0.. 0::: ~ _J 0.. <( 0 s I-z u w <( 0::: _J z co 0::: <( ::, w _J 0.. ~ 0.. _J w > 1 OF 6 C3.1 1 o-~oo 11-~oo 12--00 13-~oo 14+00 14-1-20 40 H------j-----t-·----+--------t-------t-----!-----+------+-------+-·-----,·1------+-----+------+-----t-----+------1-------t--4' 00 +-----··-------·-----~---·-------'----··-·-------<--------,-----1--------------··----·f-··----....... .--------I--···--·--------____ L __ .... 1---·-··--· ---------1---------f----·-----+-------- 39 ·---··-------'---·-----1------·--------·---WATER SERVICE r CONNECTION WITH CORP. STOP PER )--~~-·-~-~-\--~;=~~:~~0~~~1-~10~.~o~o~~~~~~~:~~~~~~~~----+-~-~~-~-----------·~~~:~~~~~~~~--:/':~1,D_CT_A_IL-W-_2_0--+1----~-~_t_~-~-~-f~E~I_.WJ_N_-_-_~~~~~~~~~~~~-----_···:~~~~~~~---~~~~1r1~~~~~~~~~-·-~···~~~~~~~~:-·~-~~~~~~~~~~~~~~~~~~~~~~~:~~~~~-:-__ --_~~-------_-_-___ --_-_-_.J.-'-··_-:::_·_·-·-1-33929.50 ELEV:38p.54 , -\ ----...._ I /. 27 LF OF 8" DIA. 82 LF OF 8" DIA. EXISTING GROUND I ' ---...._ 1 +09.18 , CLASS 52 D.I. CLASS 52 D.I. SURFACE ... _ _$T1 ,;.1.3+94.29 E ,-EV:378.38 ---·----·-387.5 CONNECT TO Ex. a" ---........___ .1--\L ---... ------_________ _,_~-------------='"':379-:-rs-, -------,---,-------_--_---,--jf-----·-. -----PUB~'-wA_rE_RMA_1N_ -_--_ -~-----1 -P)UBLIC WATERMAIN ----+-- WATERMAIN (FIELD VERIFY ·-.._---...._ -->---/ ---1 ---·--SURFACE , --........_ SL~~?~i-:i~;~E~J +-.:::,,....Ji.'l)-~---.~1--.-----·-·-----ErEV:379.20 ----i~~r:~~r;:~:4 -----7~~~~~r;-;~J3--------: ·r-----------·--------1--;-·-::.-~~~-~~-----· 385.0 fTI (D < 0 r+ 0 ::J · \'~ · · ---\,\ ·· I -/ : -7// ~; ,_. 1: I 1 ri/~{li:S,33//-i'~\'.lit1:' I : ----···· ---,::~ +S-T-A:_1_0_:i-_25 ___ 2_1~-IA1\=========~-t---_~~~\-_-_--=~===-----·.-.... -.... -. -+L+-_L---=+' ==7.,===1:t=:-, ~.; '. -. /-.' ' -.,. f 1 i-: . . -... --------377 ·5 --ELE\i':379.511-------'-·-----·------!:~~io'~~[~~l ~· ~ ,ho~:~ ;~irJ-~--· \-----~;.0~1N~o::f~NTAL-...... ~ ~-T --~--;-------·------·-375.0 -----··--·-'·-·---~_94 LF OF 8 DIA. , PER DCTAIL W 1 38 • BLOCKING PER OCTAIL W-1 ,,, \ STA·.12+f 1.51 CONCRETE BLOCKING ',, --·-------------8" DIA. VERTICAL ~~t~c 5~ATDE~MAIN --··· I / I .. \-----·····--ELEV:-3-8:59--.. \I --~~tr 5!:f:~M:::· ---r--~x8'x8~-~~~ WITH_/ ···------------372.5 3 7 }+------l--45. B ---+-----1--------..;......--1----+-------\.-l---'.----'.--l------+------+1--------i-------+-----l--------ll CONCRETE BLOCKING 370 'I CONC~~rE WITH I J \ \ \ I \._ 8"x6"x8" TEE WITH PER DCTAIL w-1, BLOCKING PER 8" DIA. HORIZONTAL ~ 8"x6"x8" TEE WITH CONCRCTE BLOCKING MATCH STA. 1+48 ·28 ----------1-·--oETAIL W-1 ---··--·------I-CONCi~EB~~gc~I~~---·-.--··-+---···---···· -·-\1----·--\·----.-ftti&:iLB~~~KING PER DETAIL W-1 _.... .. ... , ____ ...... ------·----367.5 PER DETAIL W-1 \ I . -·-···-------.. -----+--····-------+------..... J-------------1---·····-·--···•--·-·--······ --+-·-------.. ----··--+-'1--\------" -~~~~: fJ~Rt78 30 --·-----··----,---·---·---------1---------------......... --1------··---··----+----------------------------------365.0 ----~-·----·---+---·--.. ------I-----------+---------.. ~---··--·-··--··----~---.\:-1YPICAL UTl~lfY CROSSING ··--•--------'----------1------.---··--I-----· ····------+--------------+----··-...... ·-+-------------....... ____ .. 362.5 PER DETAIL W-32, MAINTAIN 36 f.+-----+------+------'---1-------1--------i------+---------+--6" SAND CUSHION BCTWEEN I WM AND ST SEWER 3 60 -------~------·---35 7.5 ------1--1 -----'--11 ----· ----... 1[ ____ ... ----1------.1 ··t------l--·-····-----· - 35~'"-,-J.-----+'----+-----+,-----l------+.-----1--1------1------·1---------i-------l------1-------~----.J--------l-----i------l------l-3 55 'to l 1 o+oo 11 +00 12+00 8" DL<\ 22' BEND WITH .. --- CONCRETE BLOCKING PER DETAIL W-1 I 13+00 -·-68f----------·-- -.... ---ff8£c-.. ---------Q ~ en c.5· -. "'"'-.. '-~ -........ ~--" 14+00 14--2 0 ' I I . \ ' ~ ---.......... CONNECT TO EX. 8" ----._ .. -----···""".. ~ WATERMAIN WITH 8"x8" 94 LF OF 8" DIA. CLASS 52 D.I. 27 LF OF 8" DIA. .... CLASS 52 0.1 . I /""-.. , .. \TAPPING SLEEVE AND GATE VALVE \ 0 >· :c I / I/ / I '~ I / I ··, ' \ \ \ \ \ \ \ I I I I I I I I I I I ! / i / / lv--____ _ \ ' ------\ I \ I \ ' \ I \ I \ I \ I .. ,/t PUBLIC WATERMAIN I -\ PUBLIC WATERMAIN I FIRE HYDRANT ASSEMBLY PER DCTAIL W-6 8"x8"x8" TEE WITH CONCRETE BLOCKING PER DETAIL W-1 Jc1< ~ 8" DIA. 45' BEND WITH CONCRCTE BLOCKING PER DCTAIL W-1 SEE SHEET C3.3 FOR --............. 134 LF OF 8" DIA. CLASS 52 0.1. PUBLIC WATERMAIN .. - CONTINUATION , 1 .Js,-..... ~L1H 1 ~!1 ~++=+2H=13;Jl---.. ! -----+-- --.JaQ..~-· I I I I I I I \ PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' VERTICAL : 1" = 5' C 0 ·--+-' 0 > (I) w GRAPHIC SCALE 20 0 10 20 ~TL I NOTE: "'. ,~1ty Of ,.., o. · ner;1t !,-,h, . . 0h -. ,, i,:10 n-. "$ -...,:V1s;0n MAY 1 6 20/3 /RJ !ff; (Q: ~ u f/![[}! !tJJ ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: SI1"I'S &: HILL ENGINEERING INC. 4815 CENTER S1T?EET !llCOMA WA 98409 TELE. (253) 474-9449 FAX (253) 474-0153 BENCHMARK /t 1\II ele•.'o:ions ore hGsed on f\!1\1/8 82 1-l\.1 #1) :::levution: 1100.%.".' KC BM "FSA". 0 ..J .... ~ ~~ Q cJO ~a: ;; il: cl~ ll'.O. .. '( 0:: I-WU I-_ <( 0::: 5.-. ~~ wO w 0::: 0::: w 03: (f) w 0 (I) 0~ CJ) BASE: MAP SHEET DRAWING I-I-0 w w :,:: i i ~ ~ irl J: 0 0 >-u <( z 2 <( 0::: <( 2 0::: I LU a. l-. ..J ~ <( l- u LU 0::: .....I 0::: a:i ::, LU a. 2 .....I LU > z ~ ll'. (/) 0 z 1:l 0 0 -(/) ~ [l:: "St co LO (') "St OJ N ~ ci z OJ Q .., b. Nu, II II LU .....I -LL 0 0::: a. 0 z <!'. z <( .....I a. 2 OF 6 C3.2 20-~oo 21-oo 21-L43 401-+-~~~~--1-~~~~--1-~~~~--1-~~~----+~~-~-~+----+-~~oo I I I fTl (D < a r+ 0 ::::i 39 38 37 36 I I.I, : --·---:oc-, V/ V/-;j- -_!1 /~ ; I ! I I I I -" -----------------------------------------------, _____ -------------------------------------------------------------------------------------397 .5 --------------------------395.0 ----------------------!-----------392.5 H-------+------+-------+--~------1f---------~--l~~---'-390 I ----f ---------------~--------------------------------------------------'------------------387.5 I ----------1------------------------------PROPOSED GROUND -SURFACE ------_______ J_ -----385.0 I / EXISTING GROUND r FIRE HYDRANT SURFACE -------ASSEMBLY PER ------------------------------------------------------ DETAIL W 6 I I STA:21 +32.5 380 I / i ELEV:378.5t \ § I I --382.5 --~-··.·· .... +=+· .i'~,g;.3.1~+r~~i:~r ."'\::J775 l . ; ::..} -...' ::;,~~ ~= HOReONTAL -~ ~-~ ~-• ----------------1 ------------------------------------------------45· BEND WITH ----------------372.5 -8 x8 x8 TEE WITH STA120+10.50 CONCRETE BLOCKING ELE\/·373 56 \ CONCREfE BLOCKING PER DEfAIL W-1, H--------+-·--· ---H------+---PE_R_D_ET_f!J_L_W,_-_1 ____ -+----f---370 MATCH STA. 12+41.51 \_ 119 LF OF 8" DIA. _________________________ , . ___ _________ CLASS 52 D.I. PUBLIC WATERMAIN ---------------- I \ I ----C--------l-------L367.5 -365.0 -----------------------'-362_5 ------------------------------------357.5 i \ \ N n \ \ \ I I \ / v" ' I I rJ,, cl) '7 \ ,/ /( I "' l I I I I I I I :,, I ' \ ' I \ -----,+-,-·-1-,.--_ ;-w_ ,.-;~F;~:~_~,,,,r-·· \\ I \I I I I 'I \1 I I I ·1'6' ' ' \ \ I I I -f I 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 T I I \ \ \ f-----# I L I I -t- i -J __ - I L I I 1----- 1 --1- SEE VELMEIR RETAIL PHARMACY SITE PACKAGE FOR STORM SEWER AND 8"x8"x8" TEE WITH ~= CONCRETE BLOCKING PER DETAIL W-1 I I I I I f}1 I J I I I I I I I I I I I ! I I ' I I I SEE SHEET C3.2 FOR CONTINUATION 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 I I I l i; 1 'f) I I I I I I I j J I \ I I \ PROPO~ED ~ \ RETAJL ; \ 16,270/ sf i I I I i 1 67 Ac. I 1 ' i ! ZON~Q: COMMERClf ARTERIAL (Cf) q:, ! I PARKING REQUIRED: 41 PARKING P~OVIOED: p9 I I I ) FFE =I 384.40 / ,/ ! I I I J I I I I I I I I I I I I I I I I I i I I I I ' D ,, ,, ,, ,, ,, I I I ! I I I I I I I I I I I CJ') c.p Cf) I I I 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' L_'~ ---------~ l-\FJQ-I~~G=:J J\' D ;":1 IJ r, GRAPHIC SCALE 20 0 10 k-.....-: ("· .,ity Oi' t• 20 J r I dt•rt , ',1• _, I <Ii) r' lfJ11 /(i / )" NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE L.§_EOTECHNICAL REPORT ,,, '-I\Ji•·/o ,) n MAV 1 (I lOIJ ifri r~" re fl s; 1-~D\V/fi'/I)) SURVEY BY: SI'ITS & HILL ENGINEERING INC. 4815 CEN'I'ER STREET TACOMA WA 98409 TE'LE. (253) 474-9449 F'AX (253) 474-0153 BENCHMARK # A I elevmions ore =iased on ~.IA\/~) 88 rlo:1:m B\.1 #~) Ele1Jotion: 4CO.r!G8' KC GM "tSA". ~ ~~ a -a f':!~ "Q: ,:: Q. d~ 0: Q. .. <( er ~ w ~ u -<( r:t: s ~ (f) ~ -w 0 w r:t: r:t: LU u s U) LU 0 U) 0 oeS U) BASE MAP SHEET DRAWING I-I-w w :z :z S2 ;i: ~ ~ Q Q w .. "' "'m V, ., ~ :i 0 0 0 . "' .. "' ~:!:!I L ~ .. 0 O ,--Jr Ct:: ,n ~ -g 'iii' m ~§. 0 0"' .. "' -w . " sl V, 0 0 ~ iii R ~ m t'l < < I :f; ~ ~ " ,; ,... E 'w' 0 0 O "' o N -v,~ z <( 2 Cl'.'. w i u ....J OJ :::J (L iB "' () Ill 8 V, 0 ::<'. 6l "' (;] i'i " Ill ~ ,-: VJ (J " Ill ci rt ~ Q '" ..J 15 1/J >-u <( 2 Cl'.'. <( I CL ....J ~ w 0::: O'.'. LU ~ .....I LU > 'SI" 00 LO (') 'SI" (j) N ~ 0 :,: Ill a --_, 0 ci :z Q 0 ci :z Q. CJ • N LO II II ' ' ~ ~ ~ ,:; 0 [5 :r: > w ....J -u. 0 Cl'.'. (L 0 z <( z <( ....J CL 3 OF 6 C3.3 [Tl (D < 0 r+ 0 ::i 30· 00 31--00 32--00 33-~00 34--00 34-~20 ' ' I I I I _,__ _______ +----------t-------·---•-------_____ , ___________ ----+----------1---------1------------->---------+------------+------1-------------------------1---------+----------------------------k02.5 EX SAN MANHOLE 1 II ,• ~.. ~"' , .. -,:-a0111 V RIM = 397.78 400-·t-------+--------+--------+--------t--------t--------l------i----------i----------i---------+----------i-------RIM= 39'4.50 \ / 8" C.I. E IE= 388.13 (EX) 6" PVC N IE= 380.00 ----"\c\---+------+--------+/-~,-L---+4 00 8" PVC SE IE= 388.08 (EX) 38 _,___ _____ , 1 __________ ·--------1------------l-------·-----1-------1------------+---------------------1-------------1---__ _____ __, _ 8" PVC SE IE= 379.83 J / 8" A.C. W IE= 387.78 (EX) -----1---------------1--------------------+---------------IC--------· -·0 , .. ······--·~"" -•---------------------------------------------------------1----------------------_______________ l ____ ----EXISTING GROUND ------------ 1 ··-----r ------~~--~ ~ ~---------b7-/-r---~1t'._~:j=~=======1 -·r3-8-7.-5-~~ii:~~ -----------'1---------------1---- EX SAN MANHOLE RIM = 370.63 ·------------6" DI NE IE= 362.23 (EX) 8" PVC E IE= 361.03 (EX) 1--1----___j_-8" PVC NW IE= 361.13 (EX) 8" PVC ENE IE= 360.86 12" PVC S IE= 360.53 (EX) -______ ,, ... ·--~·---···--··-· .. 1------------------'------ 7 --1-------1-'385.0 § I ~~R~~~~ ~E_:'zi64.00 l ---------...-,P~ ___.---------. 1------------------------------·-382.5 ~ /L i fl A 48 LF OF 8" DIA. PVC 8 ~ +---------1--3 0 / 1 1 ------~ PUBLIC SANITARY SEWER [~ ----------------MAIN@ 16.6% -------1------'----~ -----------------------------------------~--------------······---------------------------------------377.5 _______ ___!__r-i......--I ~~ --------~-~~:---::;;._..,.,.1 ?'~'::"-~ ___ .. ____ '"'.':'~'::_ __ ---;;r= ~~p~A.3ft.1~RMAIN, ---------------------------------~1--------------1--------e------------------------+--------------------------1---------------375.0 ·-·-·------------1--------···---------------------··-----~----f--------,l ------~~ ------~-----1----------------------------1------------------1------------1------372.5 370>-t\ ! , -------------:~ \ ----+[-------+----l------1------1------l--------+----l-370 ABANDON Ex 8" DIA \ ·' --~-!--------4-l-~-P57UBLLFIC 0sFAN81T"ARDYIA. PVC ---~ --------1 i ---I'--2p7u9BLILCF' SOANF 118A .. RYD1As. Cl~ECR ---~ _______ , ___ ------------------------1---__________________ l, -------·----·'-------· "'67 5 BULKH~~N A~y E~~Cl~i \-I SEWER MAIN @ 5.5% IL----:::===:::::=:=--------------------·------------+----~" -I --, --·-" . PIPE AN~L6~~~~~ ~~ \ --------------I~~ -------+---------+ "'" 0 _ 5 _ 5 %_. --+---------+'------···-------·--------------------------------------1------1-------· 365.0 L_---------------~ CKO@~l?C=O GRAPHIC SCALE 20 0 10 20 ~...J ' I NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: :-}_,[=---):::=--~~ li;gr,l,;"?,n i i -i -.. l-------------~----•-----------------------------------------------------t------1------362.5 36 H-~~~-+~~-~1-----~~-+-~~~-1-~~~----+-~---1---.~-~-+-~~~-+-~~---.J.~-~~+-~~--l---~-~~~~--l~~~-+-~~~-1-~~~~~~~~+--360 30+00 31+00 32+00 33+00 34+00 34+20 I I I I k I ( I I I I I I I i I I I I Zf; I r ' I I I I I ~ I \ \ I \ ' I I I I I ! I I I I I __ / I I I I I w TER I I I I I I I I -I --" EX SAN M NHOLE RIM = 397.78 _ 20' WIDE PUBLIC ----SANITARY SEWER --·----------5• C.I. E IE= 388_13 (EX) \ \ I I I \ I I I 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 I I \ SJ11'S & HILL ENGINEERING INC. 4015 CEN1'ER STREET 1:-icoMA WA 98409 TE'LF:. (253} 474-9449 nx (253} 474-0153 -- EASEMENT RIM = 394.50 6" PVC N IE= 380.00 -------------------------------·-·-·--8" PVC SE IE= 379.83 8" PVC W IE= 379.63 PER DETAILS S-23, S-27 8" PVC SE IE= 388.08 (EX) [~OPS, 1 LUM 8" A.G. W IE= 387.78 (EX) 8" PVC NW IE= 387.78 1 l' UiM:l!I t'i"' I -----~ BENCHMARK # Al! elcvat,or1c:i arc fJuseci on NA\/D 88 doturr,. E1M /11) F_ '/'1/0t1ur1: ,1-oCJ.968' KC BP,1 "FSA" ---------·· EX SAN MANHOLE RIM = 370.63 6" DI NE IE= 362.23 (EX) B" 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) -----_,;__------- RIM = 374.95 8' PVC E IE= 364.20 8' PVC SW IE= 364.00 ----c:-PER DETAIL S-27 ----::.--=--=-------------- -----..... --·····-----------------~--------------···------------------- ;-------- ----------------- City or flenton P!r:in11inq Ui111s:or MAY 1 6 1013 ~ <X) ID C') ~ I-I-0 (J) C'>l UJ UJ ~ ~ fil &~ ~ ci > ,: ~ 0 (j 0 ,: I:! il: ,: ll: " &l -n. ~ ;:; (D d~ ll: n. i'i 0 n. "' Q Q .., "" w (D ... c:i .. r;' w"' V> .. t°i O ci ..: :i 0 D 0 (J ,: n. . "' .. "' ..:.: ~ I . ~ .. 0 O ,-._ Jr a:: U1 0 -g 'w' "' 0 -"' . "' "'" ~ "' (D c:i 0 r;' a., ..... /:i ci 0 -w . "' _, C ,: !l , - "' a a • uj 0 ? Ol ~ -< <C I c:,_ ..c 3: m :;; ~ ,,t N LO • II II ... E 'to . . a o a ~ ~ <> w N -"'~ '" ~ .:: ~ ~ ~ o::'. 0:: I-w >-s 0 wo w <( I-_ (f) ~ w <( 0:: w o::'. _J s:1-<( -0 LL ~~ (f) I 0 0.. o::'. wo o6 .....J 0.. z <( 0 w er: <( I-z a.: w :'.:2: w <( o::'. Os 0 o::'. z w <( Cl) w (f) w _J 0 Cl) 0 ~ 0.. 0 oeS 0.. ....I 0 w (/) o::'. > 0.. BAS£ MAP SHEET 1 OF 5 DRAWING C3.7 I fTl (D < 0 r+ -, 0 :::J 40-r-OO 40 41 _,_ 00 ~-2,00 42-i-20 AOO . ~·-------1--·-·-·-.... ---, .. --.... ·---.. -t---------.. ---.. ------i--.. ---·---1---...................................... -----,--...................... ,-397,5 ................ '. . ................... . .. ,. --·-------.. --·-··-·-··1--·----+--------·1--........................... ---1---·-... ·>-395.0 ............................................. J ............................... ---f-··----· .. +··· ............................................... I ----------r---.. ··-----r-·-------+--........................... ·-·----,·'392.5 . ~----+----+----~---f----t-~iisni~ROUN~-'T"'----r---~390 SURFACE I 39 H EXISTING GROUND~ .............. _._ -.. ·+-----............................. 387.5 ·F-----... .. ...... ........ ... .. ..S:R;ACR·~··M~·L. 1 EAN .. 3 .. 7 ... i ... -~-~· ........ -.... ·.----=--~ ~rz"/1' GROUND . =:_ I· ___ ............................ -r385.0 ..................... -----···+---------t--·--PE:·o~r;1;~~~~-·--_/ .. . • . [j . ------· ·-··· ... 382.5 . ·----·---EX SAN MANHOLE ' RIM = 373.54 ,1 / 1 .. -I i 380 380-+----,-....6" PVC NE IE= 365.39 (EX) ----+---~-l/-.....,-!-.~'.::....---+---H11H-----i----T ·-···--·-1_1!1P~ .. ~-~_1i~E-~~1EX1EX) -l-····· :.C;/ 1 • ,t---c-=ci---·-377.5 --/----... +-·-· ........ ~······ . i~~~]..... ~ ........ ···----1 -... ~ ·-···························->-375.0 __ _,, ...... -............................. --1·-----·-H ~4-- ! ~ CAPEND - _i.,...----__ °'_···--~----··-l-------t-------u---·············· .. ················ .... v::::::= ........................ IE= 377.00_ .................... -372.5 LJ........i..l --1-------+----=:J""::'.'.~s;::.:~~::;---~~--\--~!~~-+~-~l:---_~-~r370 370-•--1~~--tr-. .. -·~ \_-~-;-~~-/-clYT-1~-N .... ~ .. ~--~~ __ R:_~_2 ... R._t7_7 ... _4.2_·r·-l-~i[Ef~f;~ if~% ----·· ............................... --367.5 --~--···----·~'1-85 LF OF 6" DIA. PVC SANITARY SIDE SEWrn PIPE @ 6.1 % -~---·--->---·----- . -l---------+-----+-·-----r-·-·--·-·----1 ·--·----1-------i---- i I ····-··+ ...... ····---·~·---~--··--· -----3 65.0 -------~------------.. -3 62.5 360 3 57.5 I 355 ' 42+00 42+ 20 35;::s+---t----l----l--~+~--i----l-----+--4?1ru)4 40+00 41+00 '-. ~CAP END IE= 377.00 FUTURE RETAIL 1.1 Ac. C 0 '..µ 0 > Q) w --~- ---11 I \ \ ! I I \ '\ \ \ 0' tr, \ \ \ \ I I I I I CUI.VERT I[ =588 !c I I I PLAN & PROFILE SCALES HORIZONTAL : 1" = 20' VERTICAL : 1" = 5' ~~ U\{]@J~uC=G GRAPHIC SCALE 20 0 10 20 \---.J I MAY 1 6 2013 NOTE: ALL CONSTRUCTION PERFORMED BY THE CONTRACTOR SHALL BE CONSISTENT WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT SURVEY BY: SIT'I'S & HILL ENGINEE'RING INC. 4815 CE'NTER S1'RE'E'l! TACOMA WA 98409 TELE. (253) 474-9449 FAX (253) 474-0153 BENCHMARK# Ju~um BM //1) Elc'lotion· 400.968' l;l {§ ::,. ~ 0~ ~Q. ;;,; Q. c§~ 0: Q. Q. s: BAS£ MAP SHEET I-I- LLI LLI 13 ~ q 0 0"' .. "' -"' . "' _, ~ ~ q ·::;,.... "' 0 0 • ;j 0 ~ <Tl ~ < < I .c ,:: ~ ::;: ~ '<I' .! ~ -tc "' 0 0 O ,o o N -"'~ 0 ~ ~ f;l l: 0 " a, d ii 2 0 ;:: ~ (/) 0 2 !:l 0 0 -(/) ~ 0: 'SI" co U) (') 'SI" Q) N ~ 0 2 a, 0 .., i-: • • If) 0 C, 0 :,: Q. 2 OF 5 -·---------------------------------------------==K:C:8:M:":FS=A=··======::.J.:.D:.:.:.:;RAW.,./N.;.G ___ c~3;;;.·:.,:8;;.._......J