Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutLUA-07-086_Large FormatVALLEY VIEW PROFESSIONAL OFFICE DEVELOPMENT 4XX SOUTH 37th STREET RENTON, WASHINGTON _V_IC_IN_I_TY_M_A_P __________ ~o~~ NTS .• , LEGAL DESCRIPTION 302305 111 LOT 4 CITYOF RENTON EAST VALLEY MEDICAL PARK SP REC AF# 7808151009 SD SP DAF-POR SEY. BEG ATS Y. COR TH N ALG C/L OF SD SEC 250FT TH N 89-06-03 E 950 FT TO TROB TH N PL T N-8 C/L OF SD SEC 421.49 FT TO WL Y PROD OF SLY LN OF TR REC AF #4687718 TH S 84-17-00 E ALG SLY BORY SD TR & SLY BORY TR REC AF #4643926 813.94 FT TO WL Y LN CO RD TH S 06-002-W ALG WL Y LN CO RD 520.01 FT TO N LN TR REC AF #4696849 TH ALG NL Y LN SD TR N 74-39-53 W 674.52 FT TO ANGLE PT TH S 89-06-03 W 105 FTTOTPOB PROJECT SCOPE THE PROPERTY IS AN IRREGULAR SHAPED LOT THAT IS LOCATED NORTH OF THE VALLEY MEDICAL CENTER AND SOUTH OF S. 37TH STREET, WITHS. 38TH COURT AND TALBOT ROAD TO THE EAST. THE SITE IS APPROXIMATELY 5.6 ACRES CURRENTLY UNDEVELOPED. THE PROPOSED DEVELOPMENT COVERS APPROXIMATELY 1.5 ACRES AT THE NORTHEAST PORTION OF THE SITE. THE AREA TO BE DEVELOPED CONSISTS OF MOSTLY TALL GRASSES. THE BUILDING WILL BE CONSTRUCTED OF 50%0FFICE SPACE AND 50% MEDICAL/ DENTAL SPACE. A STRUCTURED PARKING GARAGE WILL BE PROVIDED BELOW THE FIRST FLOOR LEVEL TO SUPPLEMENT SURFACE PARKING. PROJECT LOCATION SITE ZONING AND BUILDING CODE ANALYSIS PROJECT ADDRESS: 4XX SOUTH 37th STREET RENTON, WA 98055 ABBREVIATED LEGAL DESCRIPTION: LOT 4 OF CITY OF RENTON EAST VALLEY MEDICAL PARK SHORT PLAT# 77-113, AS RECORDED UNDER REC. NO. 7808151009, RECORDS OF KING COUNTY. ALL SITUATED IN THE SOUTH EAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON PARCEL NUMBER: 3023059111 ZONE: COMMERCIAL OFFICE (CO) HEIGHT LIMIT: 25 FEET BY NEIGHBORHOOD COVENANT REFER TO SITE DEVELOPMENT AND LANDSCAPE DRAWINGS FOR ADDITIONAL SITE INFORMATION BUILDING SUMMARY BUILDING USE: BUSINESS GROUP B (OFFICE/MEDICAL) GARAGE GROUP U BELOW CONSTRUCTION TYPE: TYPE VAT GROUP B AREAS TYPE I OR II AT GROUP U AREAS GROSS SQUARE FOOTAGE: GROUP B = 26,600 SF GROUP U = 13,300 SF FIRE SPRINKLERS: FULLY SPRINKLERED DEFERRED SUBMITTALS 1. IN ACCORDANCE WITH IBC SECTION 106.3.4.2, THE FOLLOWING MANUFACTURER'S DESIGNS ARE REQUIRED TO BE SUBMITIED TO THE CITY VIA THE ARCHITECT, AND APPROVED BY THE CITY OF RENTON PRIOR TO INSTALLATION: • SPECIFICATION SECTION 02900 RETAINING WALL SYSTEM (ALL WALLS OVER 4' HEIGHT). • SPECIFICATION SECTION 02901 GEOGRID SOIL REINFORCEMENT (TIE-BACK FOR RETAINING WALLS). THE ABOVE LISTED SPECIFICATION SECTIONS ARE "MANUFACTURER DESIGNED SYSTEMS", ALL DESIGNS SHALL BE SEALED BY A WASHINGTON STATE LICENSED ENGINEER. REFER TO THE INDIVIDUAL SPECIFICATION SECTIONS FOR ADDITIONAL DESIGN REQUIREMENTS. 2. IN ACCORDANCE WITH CITY OF RENTON SITE PLAN SUBMITIAL REQUIREMENTS, ALL LANDSCAPE AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM. THE SYSTEM SHALL BE DESIGN/ BUILD BY THE INSTALLING CONTRACTOR. THE CONTRACTOR SHALL SUBMIT DESIGN DATA TO THE CITY OF RENTON FOR APPROVAL. CONTACT DATA OWNER: GENERAL VALLEY VIEW PROFESSIONAL DEVELOPMENT, LLC BINH NGUYEN 607 SW GRADY WAY, SUITE 210 RENTON, WA 98057 TEL: 425-226-352 EMAIL: binhn@orbarchitects.com CONTRACTOR: TO BE DETERMINED ARCHITECT: ORB ARCHITECTS, INC. GEOFF ANDERSON, AIA 607 SW GRADY WAY, SUITE 210 RENTON, WA 98057 TEL: 425-226-3522 EMAIL: geoffa@orbarchitects.com CIVIL: EXEL TECH CHOOMENG CHIN 401 2nd AVE. 8., SUITE 205 SEATTLE, WA 98104 TEL: 206-623-9646 EMAIL: cchin@xltech.com LANDSCAPE RICHARD GRAVES 3725 NE 10th STREET -~~ _ RENTON, WA 98056 TEL: 425-271-2295 EMAi L: rgravesla@comcast.net STRUCTURAL: EXELTECH ABDUL CHAHIM 401 2nd AVE. S., SUITE 205 SEATTLE, WA 98104 TEL: 206-623-9646 EMAIL: achahim@xltech.com MECHANICAL: STANTEC CONSULTING JOHN HUBERTY 1932 1st AVE., SUITE 307 SEATTLE, WA 98101 TEL: 206-770-7779 EMAIL: john.huberty@stantec.com ELECTRICAL: BCE ENGINEERS, INC RANDY HEIBERG 6021 12th STREET E., SUITE 200 TACOMA, WA 98424 TEL: 253-922-0446 EMAIL: randyh@bceeng.com ·i ·"'"" .• DRAWING INDEX T1.0 PD1.0 TS1.0 SDO.O SD1.0 SD1.1 TITLE SHEET PROJECT DATA TOPOGRAPHIC SURVEY DEMOLITION & TREE REMOVAL PLAN SITE DEVELOPMENT PLAN ENLARGED SITE DEVELOPMENT PLAN SD2 SERIES NOT USED THIS ISSUE SD3.0 SD3.1 SITE DEVELOPMENT DETAILS SITE DEVELOPMENT DETAILS SD4.0 COMPOSITE SITE & EXTERIOR ELEVATIONS L 1.0 LANDSCAPE PLAN & DETAILS co.a COVER SHEET C1.0 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C1.1 TESC NOTES AND DETAILS C1.2 TESC DETAILS C2.0 PAVING, GRADING AND DRAINAGE PLAN C2.1 PROFILE C2.2 PAVING AND GRADING DETAILS C2.3 STORM DRAINAGE SECTIONS AND DETAILS C3.0 WATER AND SANITARY SEWER PLAN C3.1 UTfLITIES DETAILS C'3;'2.._, --f5~TAILS VS-1 v4uL T PLANS AND SECTIONS & NOTES VS-2 S9CTIONS AND DETAILS VS-3 TYiPICAL DETAILS E0.1 ELl=CTRICAL DETAIL AND SCHEDULE E1.0 SITE ELECTRICAL PLAN A1.0 GARAGE LEVEL FLOOR PLAN A1.1 FIRST FLOOR PLAN A1.2 SB,COND FLOOR PLAN A2 SERIES NOT USED THIS ISSUE A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS & BUILDING SECTION I ~ i I I i I ' o@r-b' architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: TITLE SHEET l,!TPLJINNlNG o£\/Ffr~~~~ 111:NTON J!.UG 1 3 2007 RECE\\JEO 2707 SHEET: T1 .0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • SYMBOL ~ @ $ ~ 0 cZ> Q © @) @ @ (@ 0 m d e u H "· \ . . ,_/ (fij; G1 G2 G3 G4 GS GC1 GC2 GC3 GC4 ~---- _) BOTANICAL/COMMON NAME SIZE SPACING/NOTES STREET TREES ACER RUBRUM 'AUTUMN FLAME' AUTUMN FLAME RED MAPLE DECIDUOUS TREES ACER PALMATUM 'SANGO KATU' CORAL BARK JAPANESE MAPLE ACER RUBRUM 'BOWHALL' BOWHALL RED MAPLE AMELANCHIER ALNIFOLIA SERVICEBERRY AMELANCHIER GRANDIFLORA 'AUTUMN BRILLIANCE' SERVICEBERRY CERCIS CANADENSIS EASTERN REDBUD CORNUS FLORIDA FLOWERING DOGWOOD CORN US FLORIDA RUBRA PINK FLOWERING DOGWOOD GLEDITSIA TRIACANTHOS 'MORAINE' MORAINE HONEYLOCUST LIRIODEDRON TULIPIFERA TULIP TREE MAGNOLIA LILIFLORA 'NIGRA' LILLY MAGNOLIA POPULUS TREMULOIDES QUAKING ASPEN PYRUS CALLERYANA 'CAPITAL' CAPITAL FLOWERING PEAR BETULA NIGRA 'HERITAGE' HERITAGE RIVER BRANCH EVERGREEN TREES CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS SHRUBS CHOISYA TERNATA MEXICAN MOCKORANGE DAPHNE 'CAROL MACKIE' CAROL MACKIE DAPHNE EUONYMUS 'EMERALD n GOLD' EMERALD n GOLD EUONYMUS EUONYMUS 'EMERALD GAITY' EMERALD GAITY EUONYMUS HYDRANGEA MACROPHYLLA LACECAP HYDRANGEA MAHON IA AQUIFOLIUM ORANGE GRAPE NANDINA 'HARBOR DWARF' HARBOR DWARF NANDINA PHORMIUM TENAX 'MAORI CHIEF' MAORI CHIEF DWARF FLAX PIERIS MT. FIRE MT. FIRE PEIRIS POTENTILLA 'RED ACE/TANGERINE' POTENTILLA RHODODENDRON 'BOW BELLS' RHODODENDRON RHODODENDRON 'CHRISTMAS CHEER' RHODODENDRON RHODODENDRON 'MOONSTONE' RHODODENDRON SPIREA JAPONICA 'ANTHONY WATERER' ANTHONY WATERER SPIREA SPIREA JAPONICA 'GOLD FLAME' GOLDFLAME SPIREA SYRINGA 'MISS KIM' MISS KIM LILAC VACCINIUM OVATUM RED HUCKLEBERRY VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET VIBURNUM WEIGELA FLORIDA 'NANA VARIEGATA' DWARF VARIEGATED WEIGELA GRASSES LIRIOPE MUSCARI BIG BLUE LIL YTURF HELICTOTRICHON SEMPERVIRENS BLUE OAT GRASS LIRIOPE MUSCARI 'VARIEGATA' VARIEGATED LILYTURF PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN MAIDEN GRASS PENNISETUM ALOPECUROIDES FOUNTAIN GRASS GROUNDCOVERS COTONEASTER DAMMERI BEARBERRY COTON EASTER MAHON IA NERVOSA LONGLEAF MAHONIA GAUL THERIA SHALLON SALAL VINCAMINOR PERIWINKLE VINES PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 2" CAL. 2" CAL. 6'-7" 7'-8" 6'-7 11 6'-7" 6'-7 11 2" CAL. 2" CAL. 6'-7" 8'-10" 2" CAL. 8'-10" 36-40" 18-24" 18-24" 18-24" 24-30" 5 GAL. 5GAL. 5GAL. 24-30" 5GAL. 5GAL. 24-30" 5GAL. 18-24" 18-24" 24-30" 5GAL. 42-48" 5GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. " MT-3 STEM MIN FULL/WELL BRANCHED. MT-3 STEM MIN \ · " " " " MUL TITRUNK/FULL/ WELL BRANCHED ' ' (ON~ ROW)· SEE CIVIL FOR~\·::,>:,..',:,-,--\".'" SEEDING W.EST ··.. ·,.~"-.' . ..,..., ........ OF THIS AREA ·, -t\ FULL/WELL BRANCHED FULL/BUSHY " " " " " " " " " " " " " 4" QC HEDGE FILL/BUSHY 2'0C 3'0C 2'0C 3'0C 5' OC 48"0C 36" OC 50% OF TOTAL 36" OC 50% OF TOTAL 30" OC TRAIN ON STAKE 14 GA GALV TIE WIRE THREADED-"""' THROUGH 12" LENGTH OF BLACK REINFORCED GARDEN HOSE. REMOVE BURLAP FROM TOP 1/3 -~ OF BALL. REMOVE FIBERGLASS OR TREATED BURLAP COMPLETELY. WOOD TREE STAKES (3 PER ~~--;~::i;s~~::.:::0::::::::::~ TREE) 2"x2" OR 3" ROUND POLES. BARK MULCH --------1+-.. 4" SAUCER--------== SCORE SIDES OF PLANT PIT-- PLANTING MIX AS SPECIFIED----: SCARIFY TO 6" DEPTH AND MIX IN PLANTING MIX. RECOMPACT. DRIVE STAKES TO 18" BELOW--- BOTTOM OF TREE PIT PLANT PIT 3 X LARGER THAN ------' ROOTBALL EVERGREEN TREE PLANTING DETAIL NTS STAKE 3 LAQRGEST TRUNKS 14 GA GALV TIE WIRE THREADED-~ THROUGH 12" LENGTH OF BLACK REINFORCED GARDEN HOSE. WOOD TREE STAKES (3 PER---~ TREE) 2"x2" OR 3" ROUND POLES. REMOVE BURLAP FROM TOP 1/3-~ OF BALL. REMOVE FIBERGLASS OR TREATED BURLAP COMPLETELY. BARK MULCH ----------JI 4" SAUCER-------=== SCORE SIDES OF PLANT PIT-- PLANTING MIX AS SPECIFIED--- SCARIFY TO 6" DEPTH AND MIX-- IN PLANTING SOIL, RECOMPACT. DRIVE STAKES TO 18" BELOW---~/ BOTTOM OF TREE PIT PLANT PIT 3 X LARGER THAN ----~ ROOTBALL MULTI-TRUNK PLANTING DETAIL NTS 14 GA GALV TIE WIRE THREADED---_ THROUGH 12" LENGTH OF BLACK REINFORCED GARDEN HOSE. WOOD TREE STAKES (3 PER---~ TREE) 2"x2" OR 3" ROUND POLES. REMOVE BURLAP FROM TOP 1/3-~ OF BALL. REMOVE FIBERGLASS OR TREATED BURLAP COMPLETELY. BARK MULCH ----------...11 4" SAUCER--------------, SCORE SIDES OF PLANT PIT PLANTING MIXAS SPECIFIED---' SCARIFY TO 6" DEPTH AND MIX-- IN PLANTING MIX. RECOMPACT. DRIVE STAKES TO 18" BELOW---- BOTTOM OF TREE PIT PLANT PIT 3 X LARGER THAN ------' ROOTBALL DECIDUOUS TREE PLANTING DETAIL NTS REMOVE CONTAINER OR TOP 1/3-- 0F BURLAP. BARK MULCH--------~ 4" SAUCER---------<'.::?c~~lj!I"' SCORE SIDES OF PLANT PIT----' PLANTING MIX AS SPECIFIED--- SCARIFY TO 6" DEPTH AND MIX-- IN PLANTING MIX. RECOMPACT. PLANT PIT 3 X LARGER THAN ____ __,, ROOTBALL SHRUB PLANTING DETAIL NTS BARK MULCH----~ PLANTING MIXTURE--.4f~7"1~~~ AS SPECIFIED PLANT ON TRIANGULAR SPACING GROUNCOVERNINE PLANTING DETAIL NTS 25,'HIGH 2-STORY BUILDING 13,300 SF FOOTPRINT WI 34 CARS BEL,OW ---~_! '·. 9 b N 24'-0" b ' © "' IRRIGATION NOTE 1. ALL LANDSCAPE AREAS SHALL RECEIVE AN AUTOMATIC IRRIGATION SYSTEM. THE SYSTEM SHALL BE DESIGN/ BUILD BY THE INSTALLING CONTRACTOR. THE CONTRACTOR SHALL SUBMIT DESIGN DATA TO THE CITY OF RENTON FOR APPROVAL. b ' en ©) 'SI' 20' 1" = 20'-0" s. 37fH FENCF PER SD DRAWINGS ?"'"~~~~-DUMPSTER •• .' \ ) . / I EN<;:LOSURE PER SD;DRAWINGS VIBURNUM HEDGES @4'0C .ONE VIBURNUM BETWEEN ~. TREES (TYP) ' '\ EXIST\!:40"BLM I / / --/~----:'· ..... SEASONAL . COLOR BEQ/ TYPIC l;S) S. 38TH CT. DESIGN ANALYSIS ............ \ 1. PARKING LOT LANDSCAPING REQUIRED: 88 STALLSx25 SF= 2,200 SF PARKING LOT LANDSCAPE PROVIDED: EXTERIOR: 4,215 SF INTERIOR: 2,403 SF TOTAL: 6,618 SF 2. STREET TREES REQUIRED: 10 PROVIDED: 12 3. TREES REQUIRED IN ADDITION: 17 PROVIDED: 48 4. SHRUBS REQUIRED: 331 PROVIDED: 435 5. TOTAL LANDSCAPED AREA: 27,500 SF UNDEVELOPED SITE: 4.1 ACRES NOTES: 1. SEE SPECS FOR TOPSOIL, MULCH, ETC. 2. NEVEER CUT LEADERS. PRUNE ONLY TO REMOVE DAMAGED OR BROKEN BRANCHES. 1 O' O' 20' 40' "" \ ) architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ~ R~j1ST£RED I// rl/RcH1TEcT I {lGEO~~t STATE OF WASHINGTON ..J <C L() z I-I-L() Q z tj ~ (/) w et: (J) ~ ~ tn z LL a. 0 oO..J:r:1- a: w ~~ 0.. > f'() I 3:;W:r:V> WC 1-i -w => :::> >o~ ~ >-U:v'z W LL xO ..JQXI-..J "tj-z <C w > et: ISSUE: SITE DEVELOPMENT DATE: 7-16-07 SHEET TITLE: LANDSCAPE PLAN & D ET Al LS LANNING OEV1&~~~~W/NTOH SHEET: AllG 1 ~ 2uG? geCE\\le.D 2707 L 1.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH I I , , ,- , L ,, ' ---, '' i\ C •~ I '. \' . ( "'; , ' -~/ \ . ' __ ,' .----( ,-'\. --.---~l \ .1. .~. \ __ ) ·--\.. r-·, ·, -· '\ I , •. I \._ \' -,·.:., _ _,)-- (} __ \ ! ! 1~ \1' 0 \ / _/: \-tlrst---->--t--+,,!----,1,., >-·· / r·-, ., \ ' --,-, '·,_, ' \. . )) ~.:: ,,-\ : j '\ /.' VEHICLE BARRIER PER CIVIL PEDESTRIAN GUARDRAIL@ ~ RET ,L\INING Wf\_l:.Ls _i:_YP __ si:E3Ifo':lo_ '\-' --------•/ \>\,\': -"' &3 ////-N-~--w __:__i_ _ __,_ c__ __ __;_ __ S_D ____ .-;-· ::::::-j-+--!-==~F--,,,~c-;,:;.,-~C,.-,-AE-:-;M:;::::E~;:;:-T;;:-;L-;.'1·;;-R~Os:-;-ND-:~7-T=ls"~::_----:0,-: ----w _......_ __ -;-2~-;-25-' ==.-t ------,f---.1_--? So 371TH ST. r-r-======""Tor:========-:-fi-!,11,! 1""--0,11, __ ,...,......., ... _ --_____ \_____ -----__ _.. ....................... -=....---'--"'" ~"'""'"..,.;;..=-------------== , _______ -------~-----~-~?s;:::s;;::\--='--"-.,"'-, ~~1:ii[~~\--*f----~.-,--=:___::______-__ -s_;_· ___ -____ -_-__ -_-__ ~---_--_-_2 ___________ _ -'---+I--+-----'--~--+----~--~-~ s s _ __;__--i-----"----+-----'-t----------H-) -----s s ---"-+--1----------------,---t------r-s s --+__;_~-----,-----------:<.O+-----'--,:\~;t-----1---' .L--.... ~ .... --....,.:t~-*'------... !--'"'1:..,. ..... .J..~~-----i-+'l'-t'-r1~1:-.f-f+-r"'_ 1-;'_ "'· .t, .,_,,~,_,_·-. t'.f""tfl'+Jkf"f'"4'...,~~':'7~:. ,_"<t:·.1:'1rl .. _ r:,\7, :, ~~:;-rrit=~-*t~t-"'_-_--"'_"t~~~::'"~Z (6---------r · '\ \~ _, - ' ' \ I I --= --'-- ' I . _; '.' I I I I \ I ' \ __ \__ I I \ I ( -- .· r I ,PRECAST , WHEEL STOPS PROVIDE 3'-0" GATE IN GUARDRAIL FOR ACCESS TO VAULT MANHOLE . ,'·_.- , ' (,) -~----- ; '·""' 2--, \ ··-· ' --~ • , , ,.._ " ~I ' > '~ (f) (f) 24'-0~ ~ - 9 0 0) ~@) LO _\_ --~ -- i'-- ' 34'-5 1/2" ADA PARKING @· TWO PLACES 4 SD1,1 SD3.0 I I i ' I I 14'-0" --- -. ,~ -2 _) ·-,- ~ '._) ~~----- i' PAINTED,MARKING SIM TO ADA AISLE 2 -s-roRY BUILDING RETAINING WAL~ HEIGHT VARIES SE'.E CIVIL ,. '' r--~1 • '--\ELJ CTRIG , TFR NSFO MER I , -~. ~ . \ -.:. ', :· '1; :•, ' .. --:·· --- 5'-0" b ' 'st-63'-0" N 7~9!-0" ~' b ' b N 0 ',, RETAINING WALL/~'---,U 1SEE Cl\(IL ·--i :· ,' -~-- / / / / 32'-4" b ' ~ , 80'-3" " ' I I '/1' ,--.._ (' -· ,.1 •.. , ,_, l - ---J I -.I I_ I -- -/ '/ /_ : I , I I ,.___,;.,___FUTURE SIG,N I -, ---,----,'I ~ i ' ------ -- INliED ' -I'-· : M ~f\lNGS TYP ; \-,, ' , ',_ -- ' I " ._, '- \ '~- ~- '.) " f-',-p.,..;..-1--' ·, I, : \ ·1 ''; ·, .... 1, ',., \ C' ', C): " .. '-·' I \' ' 8'-6"x16'-0" COMPACT SIZE ST ALL TYP 24'-0" DRIVE TYP 9'-0"x20'-0" FULL SIZE STALL TYP (' r\_. .-~' -' .\ .-----1. ; 1·_:. ( ' \ ---- \ ; ' \' ,r-· ). _I,, 'I\ ' , ---. ( ··I< .) --- ---\ ·\ ' /~ { . .---., ·')· !-~ . -• r (_ _ _s r· r '\ 1 '-! ) . ' / : ·,); -, - i --·-\ .,,, i ', i ) . ::: c___:, --w--::::::::=.-::--- ,/ I I I I I- I • -I I I I ·1 I I I I Q v) I I I J 1" = 20'-0" ;,., .. -"-, I n ,_, . "'-J ---' \ ; 2 -------i'·,, -----er;:, _· 20' . ~:.:./(.1---.. I - r I I r I I -. / :J 10' O' 20' ---u ,_ --;_·' -----... ---· .......a \ ' ', 40'"" architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: ENLARGED SITE DEVELOPMENT P ik~MENT PLANNING CITY OF RENTOM AUG 1 3 2007 2707 SHEET: S01 .1 SHEET SIZE "TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" lN LENGTH I I --------- / I \ 1---t--llDN ELEV DN OFFICE AREA = 5,460 NET SF I 0 0 WOME 0 0 ca- l -r::a---- 1 ----r::a- 1 -r::a---- 1 BFCED SHEAR WALL PER STRUCT TYP MEDICAL AREA= 5,460 NET SF \ SECOND FLOOR FILAN 1/8" = 1'-0" ; 8' 4' O 1(8" = 1'-0" \ \ \ \ \ 0 -----'\i---0 \ \ DN+H--l-1--1 '© I \ \ \ \ ----<@ 8' 16' z 1· 0 ' I -r--u :) 0::: r U) z 0 () a:: 0 Ll.. I-= 0 z a z (9 -Cl) w 0 >-er: <( z -~ -.,...J w a:: ll.. architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ..J L[) < z f--L[) 01--wo --zwro (/) UJ Cl:'.'. CJ) (/) ~ f--w (/) z LL 0... 0 Q0If--a:: ..J I-(.'.) a.. W r, z > ('I) :i: ~ WI (I) W Cf--<C -w :::) 3: > (.) 0 >-i! (/) z W LL xO ..JQXf-- ..J """ z < w > Cl:'.'. ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: ' I ! t I I I ' \ ! ! ( I SECOND FLOOR PLAl'<."EVELOPMENT pLANNI~ • I 'lo CITY OF RENTON SHEET: AUG\ 3 2007 RECE.\'IJEO 2707 A1 .2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" 1N LENGTH I I I DN UP I OFFICE AREA= 5,500 NET SF ME -ca I 0 -CJ:1---- 1 ---· ---- m COMMONS =:=:J 1780 NET SF 0 ' -~ ~ Q > .-~--~---- ELEV 0 \ \ _L MEDICAL AREA= 5,500 NET SF Cl3- I r -----____ ...____, FIRST FLOOR PLAN 1 /8" = 1 '-0" 8' 4' 0 1/8" = 1 '-0" --0 --------t0 8' 16' z 0 -I=- () :J ~ I-- Cf) z 0 () ~ 0 IL. 1-- 0 z e z (9 -U) w 0 ~ <( z -~ ------ o.r. architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP -------·· ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: FIRST FLOOR PLAN pl.AN! NG Oi::\JE\.OPM\[;\'l;EN10N -er,'< o, ~ SHEET: p.\.113 ' :J 'i.\l\l RECE\\IE - 2707 A1 .1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH 1 2 3 4 5 191 '-8" 28'-6" 29'-0" 29'-0" 18'-8" 29'-0" 8'-10" 8'-10" 5'-0" 4'-8" UP ....__ ~ I ----ELEV ,\ c~ Qb ... EQUIP D co -· <O /-,__-I -----,-----,.-----,-..------,-----,.-----,-..------,-----, ~"" 9'4" +--",,,------+ ~ , llf--t---il +---UP ELEV ~ -.. FD WI OIL/ WATER SEPARAT TO SANITARYOU · LL SEE MECHANICAL v----~ FINISH FLOOR= 63 75 RIM= 63.0 -------- / ... -~~ ... / ,~,, .. / ElN V N I I ~· / D I II~--~' _ ,d JAN & H20 SERVICE SPRINKLER I UTILITIES DATA - I HOINT I O ~OILER . 6 7 8 29'-0" 28'-6" A z 0 -I- () -.. .. B :J ~ I=- FD (/) -------RIM =63.0 z 0 u ~ ----0 C LL Ol -· LO .,.... I-- 0 z I ' D D FAN z (9 ........ Cf) w _G_A_R_A_G_E_L_E_V_E_L _P_LA_N_ ,1' 1/8" = 1'-0" 0 >-TOTAL= 34 CARS, 2 MOTORCYCLES & BICYCLE PARKING a::: <( z -~ -......J UJ a:: n.. 1' o.r.b architects 607 SW Grady Way Suite 210 Renton, \NA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP EOFFAEY E. ANDERSON STATE 0~ WASHINGTON ..J <( L() z 1--l:j 2 Qzwro Cl) W o::: en Cl.) :a: r-w (.() z LL CL 0 Q O Ir a: ...J r-(? a.,Wl'---Z > l'0 I ~WI(.() WC r-<C --w ::::> 3: >oo >-U:: (.() z~ W LL xO ..JQXr- ..J -.:.t z <( w > 0::: ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: GARAGE LEVEL p LAIN~~f~\'WEWJ\'11 NG AUG 1 3 2007 RE.CE:\VED 2707 SHEET: A1 .0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES!' IN LENGTH • I ! ! ! ! I l t ' r; ' " - --HINGE <O - ' (') - = HINGE :;i T"" 9 I /Jr:::-.:: ------"-·------ ----------- N en 0::: w t'o en 0::: CC! (0 0 @) w '<t T"" I ---- r' -• -- n J- 11,,. i GUARDRAIL BEYOND @ RETAINING WALL 11/2"0-~ HANDRAIL EA SIDE :::.J--------------'-- LINE OF CONC WALL EA SIDE .. • 74.50 12" TYP 1'-6" STAIR SECTION • 1/2" = 1 '-0" 3/4" DEEP---. REVEALS TO MATCH BUILDING 1" TYP CONT FOOTING BTWN WALLS 13 EQ TREADS@ 11" (det-02.dwg) 11/2" TYP 4'-0" READS GUARDRAIL CHAMFER +---------\--,-U--¥+.J..,,..---2 -#5@ TOP 2" CLR co _, T"" WALL STAIR • 1/2"= 1'-0" METAL PANELS TO MATCH BUILDING CONCCAP TRELLIS PRECAST CONC PANELS (PIGMENTED) FLUSH BOLTS SEE STAIR SECTION 1'-6" #4@ 12" OC EW {det-03.dwg) 8'-8" CONNECT HANDRAIL TO GUARDRAIL #3 NOSING TYP 82.50 THICKEN WALK@ TOP RISER #4@ 12"0C EW :r 0 .... :r &i .... N :r 0 T"" 8'-8" I 8'-0" I 10" /. ------. . • . -.•· Id ..... '~ . -, • .l -,, ----71 . I -' / I ---/ i "·, / I . / ·,, • I / --I / "-I 1..-.:::. ______ .::::::::.i "' ------71 . I "-/ I -/ I ·,./ I / ' • I / --I , / ' .... !.::::::: ___ ·-.. j . r· ' I --... '• .. -· do .-' ' -· ' . f-,-_, . ---~ -"-., ,._ rs: 71 I ', -'7,...:. I . ·-/ I '· ~/ ,I • . ,..,., I / ""-·, '1 / •• ~-----""' I~------"71 I '·-/ I "-/ • ! "./ I _ _.,,. . ....._ ! / ,, I / '· ·L. -·-------~ ~ .. . ,• .-·-'·. . ' " -----------~ I \ I\ :) ,J 7 - I PRECAST CONC WHEEL STOPS· TYP 8" CONCRETE (PIGMENTED) 6"0 BOLLARD SEE DETAIL 2/SD3.0 2"0 HOLES FOR FLUSH SOLT (TYP 2 LOCATIONS) REINFORCED CONCRETE SLAB 6" W/ #4 @ 12" EW GATE -STEEL CHAIN-LINK FRAME W/ METAL PANELS DUMPSTERS BY OTHERS FLUSH BOLT GROUND SLEEVE TYP @ OPEN & CLOSED POSITIONS DUMPSTER ENCLOSURE PLAN 1/4" = 1'-0" • (dumpster enclosure.dwg) CONG CAP TRELLIS PRECAST CONC PANELS (PIGMENTED) GRADE I I I ' ----------------11,1 GRADE 5' t-___ ----------___ ------~--N 2=: --~ = ---== = = = ------= = = = = ~ ---------- ~" 10'-0" DOUBLE GATE 22'-8" ., FRONT ELEVATION SIDE ELEVATION REAR ELEVATION DUMPSTER ENCLOSURE ELEV. 1/4" = "I '-0" {dumpster elevation.dwg) architects 607 SW Grady Way Suite 210 Renton, VVA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: SITE DEVELOPMENT D l=T /1 l1b.S'T PLANNING '"oEI/%¥< OF RENTON SHEET: AUG 1 3 1007 RECE\\JEO 2707 SD3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" !N LENGTH I I PRE MANUFACTURED ORNAMENTAL - IRON FENCE PER SPEC ,. 8'-0" (OR PER MFR) ' ·1 ' , 3 5/8" I ~ -.. = II II II 11 11 i: (0 II II II 11 II II I = ~----= ;- ~ b ... ' 0 [n ' :.i- £::! ... : LI LI LI LI LILIULILILILILI LI LI . Li LI I ,.:\() ~' . . ~/,!'jjjl 11, Ill f~iffe'nil 11; ,al 11 -111· :11 'I -,1u~m1c .. i!Mni'."• .. I--, -I ... ~ Tf'.::;:I .• . Q~ill,fI, ir· FINISH GRADE ~m=n .. . m=-· . . . --:nJ;; . 1=--b .... • N . • _, . . . N . I . 12"0x 36" CONG. v-" "". ,1 FTG. TYP. ·k . . :4 . . .. . . . ORNAMENTAL IRON FENCE 1/2" = 1'-0" (det-01.dwg) . . . j, 18" DIA J BOLLARD • 1/2" = 1 '-0" (det-09.dwg) WIDTH VARIES -SEE PLAN 6"0 SCHEDULE 40 GALV. STEEL PIPE FILL W/ CONCRETE & PAINT -FINISH GRADE & SURFACE PER SITE PLAN ..---ROUND CONC. FOOTING ~-WELDED WIRE (6 x 6-W2.9 x W2.9) FABRIC CENTERED IN SLAB-DO NOT EXTEND THRU EXPANSION JOINTS PROVIDE CONTROL JOINTS @ 5'-0" OC BETWEEN EXPANSION JOINTS@ 15'-0" OC UNLESS NOTED OTHERWISE ~-BROOM FINISH SLOPE 1/8"/FT MIN COMPACTED SUBGRADE 4" STRUCTURAL FILL CONCRETE SLAB 11/2" = 1'-0" • (det-12.dwg) TOPSOIL BACKFILL ACCESSIBILITY SIGN -__ / 9 LOCATE PER SITE PLAN A t EDGE OF SIDEWALK 9'-0" 5'-0" MIN 9'-0" r r l ~--------~------------ 1'-0" THRUBOLTTO-~---,b«=::::'t""r---J--+ POST SIGN -SEE SPEC I i I I Res:er'ed Parking I•! 3"0 GAL V STEEL PIPE, -''----1-'-.--...L.-w,.+ EMBED 24" INTO 12"0 x 36" 9 DEEP CONC FOOTING oc CJ ~ b ·' PAINTED SYMBOL PER-----_:LO~t-r-- CITY OF RENTON STANDARDS ADA PARKING N.T.S. (he access parking.dwg) ,, 4" WIDE SOLID WHITE PAINTED LINES . ' --' ··-.~ ·"·-- ALUMINUM MESH - WELD TO L 1 1/2" X 1 1/4" X 3/16" ALUM L 1 1/2" X 1/4" X 2 1/2" --._ BOLT FLANGES -WELD TO RAIL .~c- 11/4" x 3/16" CLOSURE BAR • WELD TO L 1 1/2" x 1/4" x 2 1/2" ALUM FLANGES -WELD TO L ~-----THRU BOLT -1 1/2" OD PIPE RAIL - ~.,----GALVAFTER FAB .....;S;.;;E:;.;;C;..;T-"IO""'Nc..;....;."A.:.."-------1@ BOLT FLANGES 1 1/2" OD GALV -, STEEL PIPE RAIL TYP EXPANDED------ ANODIZED ALUMINUM (RIBBON MESH) 11 I Ii I I 11 I 12"0x30"CONC---........_ : :: : FOOTING ~ 11 : I 11 I I u I 1 ___ 1 GUARDRAIL 1 /2" = 1 '-0" 4'-9 1/2" 4'-0" 1 SITE . (det-04.pwg) l ~ 111~ I I I i ';;-I I II I 0 I 11 I ·' I II I N I 11 I I 11 I I u I I I architects , 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET: S03.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' lN LENGTH • • EMERGENCY VEHICLE ACCESS GATE EXIST GRADE ALONG STREET I I I I I I I I --------------------------- L _____________________________________ _ I I I ------L I I I I I I I I I 37TH STREET ELEVATION VIEW N.T.S. ORNAMENTAL IRON FENCE : J ----------------· -~ ----------------·-----------T -- I I I I I I I L ____________________________________________________________ J ·-·----- SOUTH 38TH COURT ELEVATION VIEW N.T.S. WEST SITE ELEVATION N.T.S. --------------- BUILDING -SEE SHEET A3.0 FOR ADDITIONAL DETAIL PARKING LOT LIGHT FIXTURES SEGMENTAL CONCRETE BLOCK RETAINING WALL PEDESTRIAN GUARD RAIL W/ VEHICLE BARRIER BEHIND CONCRETE STORM DRAINAGE VAULT WI FLUTED CONCRETE FINISH 20' 10' O' 20' 40' I o-r-b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: LO I-LO wO wCO SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: COMPOSITE SITE & EXTERIOR ELE)(AJ?~~~J}r1~~ SHEET: _f).\J\i \ s 7SJJ7 .. e'"'nii:::n Rt en 2707 SD4.0 SHEET SJZE TRUE SCALE WHEN HORIZONTAL LINE MEASURl:S 1~ IN LENGTH ' ' D C 8'-0" ' ~ 1 -)i n-ME< HANICAL-f-MECHANICAL-) b EQl IPMENT EQUIPMENT ' ro Ull . .. F F F ll 1 1 >= - " ii " I I I I I 11 11 L':±:=J SECTION A 1/8" = 1 '-0" B rs· EQUIPMENT SCREEN I VARIES - II l .l/J ~~ 1 1 I I I ro _, II '<t ~ r- ~ N -..... N ' N ..... In ' ' N N ..... u - 0 8'-0" ' -1 -- I I I 111111 • • • -·· -·· Ill D . ~ ~-- ~~ • • • ·--• • • • ~ t --· ... - ~-----"•· -----~ -____ JI -· -• • • • • ! i - - 0 16'-0" --- I • • ,== == • • • j • I 0 ~~ ' - • ~ • - -- SEE SHEET A3.0 FOR EXTERIOR MATERIALS CALLOUTS -' - --- -----,._ --- • 1~--::-:--, _:_ -~ • I z 0 -1-L_ ---------------------··--·---···----·-· ----·--------_J () EAST ELEVATION 1/8" = 1'-0" 0 0 NrrTTTTTT -' ,--.. -I ! I 'I I;, • • I ~ D -= • • • • ---D • • • • WEST ELEVATION 1/8" = 1'-0" • • 0 • • • • - __.-i--b -· ..... ..... I 8' 4' 0 8' 1/8" = 1 '-0" 16' :) 0::: I- C/) z 0 u et: 0 ~ r 0 z I z (9 -CJ) w 0 >-~ <( z -~ oGr. architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425_226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: EXTERIOR ELEVATIONS &BLDG SECTlO~p\_)\NNiNG DEVl'c\i~~? q1,NTON p.UG 1 'I '/.ll07 SHEET: A3.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • ' ., . i ;l r 1 GLASS • • • IF==1lt==================t====================================---·-····-··-- ----------··--··- FLUTED CONCRETE 8 7 6 5 4 3 SUN SCREEN (S.S. MESH) 1/iGLASS .. _;. ·--I 11 I V ~ i, I ,~,,, / ~ • • • -·-• • • • • -• ·-• D D D D § ~ .-~ D § ,-.. ~~-- LIi - • • • • ·------·-• • • • • • _/ ~ / ~ ~ ---= '/ I. I • • • • • • • • r· -·----·---• -------• I I D D D ·-D -D ~ ~ J D D ~ -1-------· , ____ ---- -·-----------.---~ I --. --·--· • • • • • • I • • ·-' I ------. -. . .. ·-· -. . I ------------,. ,, .. ----------------------· --------------------------,------· --· ----·-··----------·---· -----_,,_ ... _ ___ .. ___ --------- • • ! D • • --• !--·-----• ~ D D ·-• • ------- -----------·------ • r--+----• ~--I----• • SOUTH ELEVATION 1/8" = 1'-0" 2 I I I • • i .• i . ! • • • I • • ,, D D l I i ' • • i' • . --- 1 • • • • 5' EQUIPMENT SCREEN (EXPANDED METAL) SUN SCREEN (S.S. MESH) PRECAST CONCRETE VENEER (PIGMENTED) TOP OF STEEL TOP OF WINDOWSTYP PARKING GARAGE 63. 5 TOP OF STEEL . F-- I .... .... SECOND FLOOR 86.96 ------N --.... N I ---N .... FIRST FLOOR 74.75 ··- ------·----=·--"--~-~---~ ·-----.. '---·-·-I I . --·----~---. 9 ' ' --------------· ----- NORTH ELEVATION 1/8" = 1 '-0" 1/8" = 1'-0" i ~ :E-=---1 ---------~ ·------- t:··-·:jj PARKING GARAGE 6 LINE OF SIDEWALK AT PARKING 8' 4' 0 8' .75 16' OF z 0 -1-- 0 :J 0::: I=- (f) z 0 () ~ 0 LL 1-- 0 z B z (9 -Cl) w 0 >-er.: <( z """""" ~ -__J UJ ~ CL r architects I ~· ~ 607 SW Grady Way , Suite 210 ' I ! I ll if ' ! ' Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ...J <( LO z I-I-LO Qz wO w CX) (J) w 0:::: CJ) Cl) ~ I-(/) z W CL 0 u.. 0 II-0 ...J I-(_') er. w r---.. z a..> I"") - I ~WI (I) w 01-<C -w=>3: > () 0 >U:(/)z W LL xO ..JQXI-..J "q" z <( w > 0:::: ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: EXTERIOR ELEVATIONS NT pv,NN\NG !)1::\/1:I.Ol't,,\i c,\'.'NlO~ 1 err" 0 ·· ,·c7 p.l.}b 1 ', Le J f\t.C~\\J~O 2707 SHEET: A3.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL L1NE MEASURES 1" !N LENGTH ! ' ;' I ' !" ,\ ! I r I ! I I I I ' i ~ I ! l ~ ' ~ • l r ~- n I ' ' ~ t. LlGEND: ~ 0 (I) 0 ~-;---~ L:._ _., ___ I [·--· -----~::J -·· ·~ -----·--··--- tj ¢--p'. ~ (SP) (COR) (M) (H) Frnmo MOt~UMENT AS r\JOTED SEWER /,l/\NHOLE TEI_EPHCNE MANHCcE CA TCrl BASIN TREE UNE UTiUTY /POWC:R POLE WATER METER VVATER VALVE FIRE HYDRANT COi'-lCRETE ASPHALT TELEPHONE VAULT CULVERT SIGN STREET UGflT WA T.::::R VAU!_T ELECmlC1\L JUNCTIO'" BOX/VAULT SHO~T PLAf #7808151009 CITY OF REflTON CO'ITROL IEfWORK McASURED .•.. . .. .-. .. •·•··· \ ..... '; \ ~i c:; 38 ____ .. RECORD OF SURVEY 8Y JIM IIART #9309169001 ' 1----401--- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 4" siONE fQUND C/\SE IN MONUNCrl OR X) (NOP AUG-2005 fl, EL-59,07 CB ~I RCP(NE)"'55.77 IE 6,. RCP(N)"'55,77 IE 6,, RCP(\/1)"'55,42 IE 6 ,. cMP(E)"'55.42 IE 12 ----------------------------------------------------------------------------------------------- RIM EL;B2,27 CB " c"P(S);B0.67 IE B "' 20.11(M) r\:ra-:;:h"""'"'"'""""--'+--t-w-+-J:--+----r..--c--fW ...... -,-/--....:..:---'-t,...:.;µ.c_;..L--.4_ a.871H8T. gi 20.18(\-1) p SD. SD+---Cl-~--i---~-J.-SD -'---~~----______ 2 _____ --___ ----------------_, . --------__ -------_ ------_ ----___ --___ -----_ -------__ ----_ --___ ---· __ .. _. ______ ------T __ _ 467.94 ss ss ---ss ss · ss-----;':-----E'krl--ss--2 ................... 6' .. ij°Qi\Dif -·A~Tf . iflTTT 11SEMEN _ FER""S;p·, ·············•······ ········-··-······· .········: .... _ .. ····-·-···· • B RIM EL"'82'71 1 : 1M EL"'g3.54 ' LANDS APE BU FER AF 750624 713 ~E B" CMP(N)"';~·:, : ssM~ Ro"C(N)"'80,64 s" cMP(S)"' . ' IE 8 C " IE)-80.44 . ..........•..... -·········-·· ·40' BS ·L·-··········· .•.• IE " CMP('//)"'78,06 IE 8" .. coCNO~C(S)"'79,64 IE 122" cMP(E)"'7 8 ·31 IE 15,, ·•c(l//)"'79,59 IE 1 IE 15 co" RIM EL"'85,91 CB ,. cMP(N)"'82,61 I~ ~" cMP(5);82,61 RIM EL"'54.73 CB ,. CMP(N)"'Bz.78 IE B RIM El"'go.77 CB " cMP(5);87,97 IE 8 / ----------~-c1. ........ . ' ''4" 4;52 LOl-\ SP #7S08151009 ' -------------··---------------~ &.811Hcr. _.. ..._ ----------------------------------------·-----------------------~ ' ' :·1 ; i ' ' ' ' 1/) 1/) 1/) 1/) 1/) 1/) N ;;j cs ~ 0.. 1/) ~ "' ' 0 N b p "' 0 1/) "' 0 <.) "' "' I{) 0 \0 "' 0 1/) \ " BRASS fQ\.IN~/· coNC IN DISC SE MON Ctf RENiON (Cli'I ELE'i;g4-,57') #1522 l>4 g•Q6'03"E(SP) \_/ '__ tsi·o:r22"W(COR) l;------'.:----105.00 /····· ., SURVEYOR'S NOTFS: 1-·BASIS OF BEARING ~-on Ti IIS SURVEY IS S 5".'52'.58" E BETWEHl CITY OF RENTON cmHROI_ POINTS 1699 AND 1494(NAD 83/91). 2 --EQUiP1'vlEl'1 T: LEICA TCR703/\UTO, 3" INSTRUVEJH WAS USED 11,J OBTAINING A~-JCLE .4ND DISTANCE M[1'1.SUREMENTS FOR THlS SURVEY. THE 01STJ1t'1CE ME1\S1JRl~JG .l\OILITIES 0~ THE INSTRUMENT HAS 8EEl'l cmAPARED AT Ar\J M.G.S. 3ASELll'IE WITHIN ONE YEA~ OF THE DP.Tr. OF THIS SURVEY. 3-P~OCF:DUi<ES: FIELD TR/1\/ERSE t~1ETH0D \4EETS o.;:;; EXCEEDS ~AINIMUM REQU!RE/J,nns IN ACCORDANC:: WITH WAC 332-"130-090. 4-UNDERGROUi'ID UTILITIES ARE SHOWN PcR FIELD LOCATIONS OF ABOVE GROUND UT!LITIES At,JD PAII...JT M,\Rl<S LOCATED BY ACTION LOCATES IN JIJLY,/1UGUST 2005. ,,,,_ B'JUHO.c\RY LINES ESTABLISHED BY THIS SURVEY MAY NOT CONFORM i'O EXiST!NG LIN[S OF OCCUPA I ION AND /OR FENCE LINES THAT COULD RESULT l•\J /-1 POSSIBLE BOUNDARY DISPUTE VERTICAL DATUNI: i'-1!\ VD 88 CITY OF REi'FOt-1 COHTROL POINT #1522 ELEV-94.57 FCIJ~.Jl) TOP OF 2'' BRASS Dis:::: II') CASED CONC Ar lHE INTERSECTION OF EAST vt~LLEY f~OAO Ai'./0 SW 34 TH ST. CITY OF REt·r!'Ot~ cor\iTROL POl~-n #1494 ELE\/=99.48 Ff~IJi'!D ruP OF t 3/<L" [~RASS CISK l~,I CONC MCN :N C.A,SE AT THE CENT[RUNF. Of rALBr:H RO/IJ CP~~oslTE HO'JS:':. NO .. )023, 55' NORTli 0~ THE CENTERUN[ OF 5 i f'.ofTH STREET. PARCEL DESCRIPTION: LOT 4, CITY OF RENTOl'i Ei'.ST VALLEY MEDIC1\I. PARI< SHORT PLAT RECORDED AUGUST 15, 1978 UNDER REC:JRDING i'HJi•liBF.R 7808':51009, BEING A PORTIOt'1 OF THE SOUTHEAST QUARTER OF SECTION 30. TOWNSHIP 23 !\ORTH. RAl'JGE 5 E.A.ST, W.M,, IN r<iNG COUNTY, "\'\'ASHINGTO\l. REFERENCES: CITY OF RE1'1TO-~ COtlTROL tlETWORK, PUBLISHED MI\Y 20 1JO CIT'/ 0.0 RENTO>I EAST VALLEY IAEDICAL PARK SHORT PLAT RECORDING NUMBER 7808151009, RECORDS OF Klf\:G COUNTY, WASHINGTOl'J RECORD OF SURVEY \JUMBER 9309169001. RECORDED ltl 1/0L. 94 OF SURV::YS, PG. 255, RECORDS OF KING COUNTY, WASHIPICTOf\J. PLAT OF M.AHCE P.DDITIOI\I, RECORDED H,J 1/0L. 68 OF PLATS, ;)G. 21, Vi:CORDS OF f<lt,JG COUN fY, INASH!~-IGTON. N74•39'5J"W N72'49'tB"W (SP) 674 (CO(?) ,52 G RAPI-IIC SC ALE 40 O 20 40 eo 1sa ~-----11 .. ; ~ -·-. --·-------~ lN FEET ) 1 inch = t10 ft. 1/) 1/) \ ,:'::, I ,, ._',, '"l ~. s. i ' o-r-b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: TOPOGRAPHIC SURVEY •'G NT p\J',NNh-• oE\/EL(??,Moi REN"fON er,, ti,UG \ 3 7.1107 Re.Ci:.\'1EO 2707 SHEET: TS1 .0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES r IN LENGTH • • ! I; I ,. I ' I- I-; !i! ~ I- I o! el ~ I i V, 11 V, I a_ a_ a_ I-w a w :c u, a: w d > z 0 ij 0 < Iii .... . o l:l .., .., 0.. C, ~ "' .... Cl .., I t) z ~:~ 0 '-E 0 'O ~ 3:-,: ~ z ~L.! ~~era. u '-.c: 01 C, ~ .!: E 'O .... d) ;:::: (1) :i E .. CD E ~ '·-01N C: ·-01 C: 01 C: "' .2 .... 0.0 ill ii ;!i II~ ~ 11 -- i ~i, ~! ~ ! 1<=~ -'- I I I I I 0:: a.. a.. <( j ~ <( Cl >-CD z 0 vi 5 L,J 0:: oll :f d ~ "' z VICINITY MAP NTS TAX ACCOUNT NUMBERS KING COUNTY ASSESSORS TAX NO.: LEGEND: C) ('f) [1 :----< tj PARCEL FOUND MONUMEMT AS N01£0 Sf:WEF? MN..JHOLE TEU:FHONE MANHOUI THEE UN[ UTILITY /PCJWG< POLE V/:\TER MSlER WAfE:F~ VALVt cor,Jf:FFTf. ASPl-JALT 'IT;J.,,E.PHON.£ VAUl3 CULVERT SIGN El£ClRIC,\L JUllCllON BOX/VAULT SHORT PLAT #7B0815·1009 3023059111 (SP) (COi~} (M) (H) CIT'/ OF REt-lTOI\J CON1RC,L rJETWORK MEN3URED RECORD OF SURVEY BY .JIM HART #9309.169001 VERTICAL DATUM NAVO 88 CITY OF RENTON CONTROL POINT #1522 ELEV=94.57 FOUND TOP OF 2" BRASS DISC IN CASED CONC AT lHE INTERSECTION OF EAST VALLEY ROAD AND SW 341H ST. CITY OF RENTON CONTROL POINT #1494 ELEV=99.48 FOUND TOP OF 1 3/4" BRASS DISK IN CONC MON IN CASE AT lHE CENTERLINE OF TALBOT ROAD OPPOSITE HOUSE NO. 3023, 55' NORlH OF lHE CENTERLINE OF S. 1681H STREET. i I SURVEYOR'S NOTES 1-BASIS OF BEARING FOR lHIS SURVEY IS S 5'52'58" E BElVIEEN CITY OF RENTON CONTROL POINTS 1699 AND 1494{NAO 83/91). 2-EQUIPMENT: l.EICA TCR703AUTO, 3" INSTRUMENT WAS USED IN OBTAINING ANGLE AND DISTANCE MEASUREMENTS FOR "THIS SURVEY. lHE DISTANCE MEASURING ABILITIES OF lHE INSTRUMENT HAS BEEN COMPARED AT AN N.G.S. BASELINE WITHIN ONE 'fEAR OF lHE DATE OF lHIS SURVEY. 3-PROCEDURES: FIELD TRAVERSE MElHOD MEETS OR EXCEEDS MINIMUM REQUIREMENTS IN ACCORDANCE WllH WAC 332-130-090. 4-UNDERGROUND UTILITIES ARE SHOWN PER FIELD LOCATIONS OF ABOVE GROUND UTILITIES AND PAINT MARKS LOCATED BY ACTION LOCATES IN JULY.AUGUST 2005. **-BOUNDARY LINES ESTABLISHED BY THIS SURVEY MAY NOT CONFORM TO EXISTING LINES OF OCCUPATION AND/OR FENCE LINES lHAT COULD RESULT IN A POSSIBLE BOUNDARY DISPUTE. REFERENCES CITY OF RENTON CONTROL NETWORK, PUBLISHED MAY 2000. CITY OF RENTON EAST VALLEY MEDICAL PARK SHORT PLAT RECORDING NUMBER 7808151009, RECORDS OF KING COUNTY, WASHINGTON. RECORD OF SURVEY NUMBER 9309169001, RECORDED IN VOL 94 OF SURVEYS, PG. 255, RECORDS OF KING COUNTY, WASHINGTON. PLAT OF MANCE ADDITION, RECORDED IN VOL. 68 OF PLATS, PG. 21, RECORDS OF KING COUNTY, WASHINGTON. 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. CIVIL DRAWINGS INDEX: CO.O COVER SHEET C1.0 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C1.1 TESC NOTES AND DETAILS C1.2 TESC DETAILS C2.0 PAYING, GRADING AND DRAINAGE PLAN C2.1 PROFILE C2.2 DETAILS C2.3 SECTIONS AND DETAILS C3.0 WAlER AND SANITARY SEWER PLAN C3.1 NOlES & DETAILS C3.2 DETAILS PROJECT INFO: JOB ADDRESS: 4)0( SOUlH 37TH STREET RENTON, WA 98055 OWNER/DEVELOPER: VALLEY VIEW PROFESSIONAL DEVELOPMENT, LLC. 607 SW GRADY WAY, # 2, IO RENTON, WA 98057 CONTACT: MR. BINH NGUYEN PHONE: FAX: E-MAIL: ( 425) 226-3522 (425) 226-9115 binhJi@orborchitects.com -ru RIM £L .. (t2: 27 1£ t:{' C::MP{$}-a80.97 .. ,_ LEGAL DESCRIPTION LOT 4, CITY OF RENTON EAST VALLEY MEDICAL PARK SHORT PLAT RECORDED AUGUST 15, 1978 UNDER RECORDING NUMBER 7808151009, BEING A PORTION OF lHE SOUlHEAST QUARTER OF SECTION 30, TOWNSHIP 23 NORlH, RANGE 5 EAST, W.M .. IN KING COUNTY, WASHINGTON. CALL BEFORE YOU DIG! 1 -800-424-5555 FOUND 2" f.ff{A$'5 O!SC IN CQI\IC IN ~ON CASE (CITY OF RENTON M ~1522 Fl.EV-94.5T) RECOMMENDED FOR APPROVAL Date: ___ _ Date: ___ _ B~-------~ Date: ___ _ Date: ___ _ e x e I t e c h 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 Fl.£ WllE: 0720(D,0.d"'1 ~UH W.fE: 1/16/?.007 Pl.Of Br: uiw Ml soiJ.: f=! 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07~16•07 SHEET TITLE: COVER SHEET DEVELOPMENT PLANNING DITY OF RENTON SHEET: AUG 1 3 2007 RECEfVED 0720 co.a SHEET SIZE TRUE SCJ\J.E WHEN , HORIZONTAL UNE MEASURES 1' IN LENGTH • • I ' ' ,, ; . . ; \ CB RIM E\."'5B.51 " RCP(E)"'56.71 IE 6 \ ~----.,',.,_ ----~ ' ' ' ' ' ' ' ' at . I 1 r i ; Q .. ·IJ!·_ : :r: • ' 0 . ' ' ' ' ' ' ' ' ' ' FO\.JND 4' STONE it-I \,\Ot-l CASE X) (NO pUNCI-\ OR AUG-2005 LEGEND DEC-12 CON-24 COT-10 NOTE: TREES TO BE REMOVED TREES NOT TO BE DISTURBED DECIDIOUS -12" CONIFER -24" COTTONWOOD -1 O" NOT ALL TREES SOUTH OF THE STREAM BUFFER LINE ARE SHOWN. THE AREA IS HEAVILY WOODED AND WILL NOT BE DISTURBED / RIM EL"'B2,27 CB , CMP(S)"'B0.67 IE B -------------------------------------------------------------------------------------------------------------------------------------------------·------------- w , .'/ ' ' , ' / r{ )~) / // , 40 , / ( ) / i . i J M EL"'B2,71 CB ~I CMP(t-1)"'78,61 IE B,, cMP(S)"'7B.61 IE 8 ,, cMP('/1)"'78,06 IE 12,, CMP(E)"'7B,31 IE 12 RIM EL"'55.91 CB ,, cMP(t--1)"'82.61 IE 8,, cMP(S)"'82,61 IE 8 RIM t.L"'B4·73 CB ,, cMP(t--1)"'82,78 IE 8 ' ' ' zo.\$M) 20.1B(r$ PROTECT EXIST TREES TO REMAIN IN CONST LOT 1 SP f/7808151009 AREA W/ BARRIER FENCE: AT DRIP LINE -TYP L01 2 SP #7808151009 GATE POST TO BE REMOVED IM EL"'go.77 CB B~ CMP(S)oe87,97 IE SIGNS TO BE REMOVED GRAPHJC SCALE ----------------------------------------------------------------------~ 'in " a amt er. -· ·-- ' ' ------------------------------------------------------------------~ D 20 40 60 ~-1".-----l_j -----1 _ ( IN FEET ) 1 inch = 40 ft. 30' I [/) 1/l V, (/) V, (/) . (/) (/) '/ . ! --.;. .-,l 0.~Q , , Co o, / . " :;j " ~ 0.. 1/l ~ b " ·o p <D 0 (/) "' 0 u 3: "' "' 0 r, " 0 (/) \ 0 r, " 0 (/) ! " BRASS FO\.JNDW\~1-\ pUNCI-\ DISC 5, it-I MON oowi'1 · CASE " BRASS fQ\.lN~/-coi'1C 11'1 DISC 1,101'1 CASI'. 101'1 (CIT'/ O~L:J~94,57') #1522 l><1 1, ' -') \\ (IG'j . " ~ }~ ,. .r.b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 2707 SHEET: SDO.O SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINEMEASURl:S 1" IN LENGTH • • = I i b i), --1-----PR=TY UNE'---- ··-(I" r FV11!1\t a.m • .O!NG -SEWER :!= --"' 3 r: IEE WITH 6" Sl!JE ouru:r ~ 0: a. 8" 'i/Olt SfYifB eND 8Uil.QU:W SE\\EB UNLESS OTHERI\ISE Af'Pffl)\£D BY 'll1E CITY, Ml,K! TAP 'll1ROUCH CI\ST IRON SA DOLE SE.CUA:ED TO &wtR MAii,! Y.1 TH SfAlt~U:SS sren SANDS w-.!'N CONNECnNG NEW 510£ si:wms lO El<JSlW!l I.Wli. PLI\IN l>NO R!l~fORCED CONC!!ElE, Ill APE AND Cl APE SEWER MNN$ MS TO 0£ CORE ORn.\.EO, \ll'm[f!!E:0 CLAY P'IPt SHAU. B! CVT A.!i!iO J.l!Avt A N!.W "f[E StC't'IONE.O IN. 60'' ALLOWABLE MAX. FOR CAST IRON PIPE OR OU Clli.£ IRON P1PE. HORIZONTAL ii" SIOE OUTLET TEE SEWER MAIN 6" MIN. CQNcttEIE f!I QCK!Nfi ANGLE Qf IEE AT Mtl.tPi OVER 25 tLEYAJIQ~ tiOJ£.: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2,5' GOVE/\ AT PROPE.~1Y UN£ OR 3-5' LOWER 1111\N TKE LOWEST HOUSE ELEVATION, Wl~CHEVER IS LOWER. STANDA!ll) SIDE SEWER IIIST.11.U.TION ~&R ~£~ERTY UNE) ~ LB? .win:~ o.4/M V DWC. NAME: B07S SP PAGE: 8078 STANDARD SIDE SEWER INSTALLATION N.T.S. SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. _,.,,...-RECESSED ~ UH POGKU i---12 x· ---l 14" 'l(," -11 ltC. SOCJ<ET c!D SCREW 1 ~· LONC (BRONZE OR S.S.) Jr,' • 2• RAISED PAOS + 1'-0" nam Jo11n PACKiNG 45' (1/8) 9END 14• CAST IRQN RIN(i ANQ. COVER 2:'-0'' "·J '_:' .. ''. ···· CONCR CLASS WATER TIOHT PLUG PIP£ MATERIAL AS Si'EClflED SY THE Elllllrl£€R 6 OR 6 INCH CLEANO!JT .ADOPTED cn'Y" OF RENTON OWG. NAME, 8076-1 <;p PAGE: 9076.1 " a~oCK e,s. ··, · r-~, w- D. O:YQIIADe?lt mllt\®Wi I ·-"' ---· { ) 11'~ (in. fl1'),jfl4f • -... ............ .... ,. "' S«r. ~ L=d (In ~ n.j z. ibiw~ ~t 9 , 1lm4\ ~ (l-it,ii .,. Oiapth ot ~ 1, rm. .__.,_,_a,... -"''""""'"')-.:,(°'::,::'•""",,,.,"'"':::::""'~,~·:!.'~••~·:.:•!.!'~~!!!•~. ·.l!j'I- 4-.. _.,.llffl IAi'i¢h ot nwst ~ (t.rn) • et,. ~ NN.in'i 11'1' -C'C•lrQ'fllt (Ca. Yd.) Nw ',lft;.,,, ... ~. A Mr.tu'/!""' ik-ql\ "' T • (lifiQM it. ~ 11 ~) 111. 0.03104 • (&n ll tm :it Od ~ 0.03104 ~-,.~ f;Qli,1,11~ af ~ «!'two-, ti *"'• <•~-N to t,~ (I! 'W ~,;,1 ri on rt' C.l. wot.,-mt:M.; tM. ni:,,MI 09ffl'~i!li F'NS"-1• t,,.,. !M ~ .. n " 5!1 9sl ~ itlt •~ ~ ~ lllfi rui:g ~ ~ '111111 q-n'4" .. ··-: ~~~. ~&f'~1t.:' /ffil•inO ..... ti8gftf" -"'~.> rt. ...-Co~ 'ri:lllil I; Tltto lfttM ~• I.II ;XlO pa\, tt tK tNot tM '"°"" 11n • W iM,;; i. 11;11;H;a-~riit. CAP 22-1/2" .. ~ q1 trtinGh ta rm M ~ CJcJt~ ~ ilf fFri,e {'II) > • 3 ; 0.73 • 1.JJ ff. ... °'W' ,; ""' :. ""' .. !gj !f rn I • ffi ""' j 138 !ffil 11-1/4° TI\B!I l ·-·· Tim.11t a\ falhgs in POUl'ICI ..:J" .... !i I';;, .. I B ... ., . ~~rr 'tM· ... , .... tm k1ffl ·~ 1~ it~ ffl~ mg k~ lj·°'• I~ MJO ~>jg ,000 i'ilW 1J..lll-Q tt,7 ~ .ffi ,,i~ !~ u~ at='~ ,.1~ lU·"" ~""' '!.:m ,t'ioo uo , .,oo e5,.1-10 1e; g1,tMi l!S ,:I''!~ 71,i® ,\',!.~ ~ -a~111~ "'"" u, . ..mr~.u. go• B,END • im '·""' HMl(Jll FIGURE:'.,.,, .. ·, ..... NOlE: fot-t C:ON\IE)( VERTICAL i:n:.NOO OLQ~j~JG SEE APWA STANDAl10 PLI\N NO. 1J. CONClIB'rE BLOCKING l;llZING f'IWCEOURE ADOPTED Cl'IY OF RllN'!O!I DWG. NAME:: BOB[; SP PAGE:; BOB5 a· OR a· CLEAN OUT CONCRETE BLOCKING SIZING PROCEDURE N.T.S. N.T.S. RECOMMENDED FOR APPROVAL BY: Date: BY:· 1· Date: BY· r Date: ' BY: Date: e X e I t e C h 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 Fi£ WME. 072()cJ,2,/Ng PLOT IJAI[; !!7/16/2007 PLOT 6f; w,;; PlQT SC'JJI; 1=1 architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: DATE: 07-16-07 SHEET TITLE: UTILITIES DETAILS DEVELOPM\;NT PLANNING CITY OF RENTON AUG 1 3 2007 RECEIVED 0720 SHEET: C3.1 SHEt:T SIZE TRUE SCALE WHEN HORIZONTAL LINE MM.SURES 1' J.N LENGTrl ' nl 1-l tt' AND 2• WbJEB SERYJCE DETAIL ~ V"1.VE eox SHO\Jll) NOT R[ST (Ii .PIP£. LA1£R COt.'PACTION IN AA£:.A fJJ! WJ .. V£. BOX -COULD CAUSE THE BR£A1CAGE OF lHE SERVICE. A-A 2•·1fl"' MIN, FRO--i N"EAA:fST MO fRf.N,!f ~ Of I'll UO ijfflfm: li'l,'£'),&il)'CE• 1/rnB LQCATEO lN PJ,»/TIWQ S""" J, :1'' ~\Id '"~ ® now-i«m,.,.. moltl, Z. ,r lornJ X 2"" bt-Q.$$ ~fp~ wlU! ti'it¢tldtd f!'-i\~ (l,UPT). J, :t rc:.sHlant teol g11t1:1 "'6i'tt: w1th lf1,!!0Wed llndi, f1ttOOrc: ~iln,:J nvl, onQ ~ rnlt <t:«~$l(m 1f ~q_11lrid (4'1'1U a:tt+U/f<19q. !:WOO}, 4, Two piece crut w~n \,',QN,e Lxi:<. Sto.nd<ttd e~ top •!!ell'on. '!f!t."I re~lor bst'<l M~tloo, kmi;Jtli 10 in, "lu,f twe co.,q, 2 .. -br<m,1 bct.J!P1.!r.q (M1?T 11 BPI} 5:, .2 eoch 2" ti-r.:i11 or Otcnn, rilpplQii 6"' l,ef!q'J1, Urre<1~g -end,. 2 ~~ :t ... go• bt,;in 0t bmtuc tfbO'lr1 {flPT i FlPl}. 6, .i" {!.llfl'f) :11 comptntl!.lt<fl fittli1g, F'ord ctf.4.-66 ar eqwi, 7. :.r .oft c:oppor 'J.liMnn t~tt K Ct' 1',r-0,:1 nkiplw (ll.WT JC MIPTl f~ ta "' a ?" ~diW bmin-90' i,11. 9 .. 2· c.atom111:H4t ..-an b.r-P°" F"crd: 'Wt\ M-t.2D-n-n {11 17-l/t6" ), ~/lid Ori;i.$$ 300'71-UWOff775 (ll' 1.W•r Jl-H27~Z", -with tl~~d me ball' V'Cll'(f ~ ~"'"'""' wri,:s on k.let. -11.1d ~ di~ ~11'11" oo«-e-t. b..:ll Yl)lvc oo l:i',1,\Mt wl!h ~loci( i'liflp. -CMtomSt1i1cf !fflcl h(hlC vertk.1.1 iOte{ crca wt~t. 10. RIQld mi:\« iaP"~ to) be !M.i~\cd end lm1tallbd In. truttcr wttll'f' at ,;l)ritr'4..tO<. 11. ~-rnettr .w,o« b~ .f\l~~\tl<I (lfld !Nlh!Ultd b)' Clt)' -t)f RffltM IJ{lon t~cnt ,e,f ~ r-.lo11t•:! <.1-4l.r M•W fff o,1,;I ..olWoC<t.,ery pl"!lft\11'4' 1:1:nd purity lot"\'11. 11. 1rx3o~ ~lltk MiOl,ir b¢x -it,q,J<1l ~<r-l'.ffd-Statn Plottlc-J-. lr,e-. HCf' Serim. MS0CF 1730--18 -.lth :!'' t:hlok Otl<,:1Uh:1 iron dornotid plctti ¢/JYW 1$"1£31 .. •quo!~. \4:.6-S!-.Qi"' Pl!!WUt,. ~ uscac-t7l0~ ..... ,w 1-!!,/S," <lr~led hr,l1J !,;.r lo:..'1:"lir~d plt lid, <Jnd mratCf -re.ad 11d. 1:t 'J"' r0;,_pHn;, {r~r.r..,,._.m ~ ;;'tPl) wtth r pluo {Ml?i), Fort! C'.-U--11-S ,qr ~dl i'M pr~y ¢'f'fl~r ~ r~~I• for (Jfl.y ~,;iry QdQJ),uU,;in Qf e>:tC!J.tila:, i;if "'~I~ ~11:rvk:it.. NOTE: AU. METm $:')j(f.$ ,~s;r11u.fD U'i C<!NCREU: OR PAVW Oi{l~WA'l'S SHAU. 5£ CA3T~!ROO tQ\11,1. TO Ql..nrf1C fOUND/.l!Y, EXPANSON JOIN ffi r.tUST SE lNS1'At.1E) I~ WffMUM. ON BODI S!OtS or METtR llOX. DATE RE NOJI:, TH£ WilER OF' Di£ Httt MUSI Ii£ AT L~r I'" FROM UNOEllHEATH flies UNLESS THE Rill $'ACING All0"5 iHE NU't 10 1l-GHltN Af'.WN~i 'l'Ht Of!:N SIOE Of Lt.ORE THAN ONE RIB. ffitt /zi'f@i?ft.Wfl!C'· ~raH l<X!/\IDl IU.NWlt!Ui.lRll'. 1. 2" tnppmd tfV on nt·w wttr moln. .;:, 4• 1m9 :.; 2~ b,c11n1 n1p.p:10 ll'ltn thr111aae-0 oo(lls (\1\FT}. l, 2" rullmrt :1eat 9trle wlw with t:hr8Cld11d ends, 'i~;;cr~ optt4lhg m.1t, and IIQJ',lle, rn.tt ~t#t\!lk'.,,n If rffi:!uff,i,i, (If~ aR.W/PQ9tt uoso), 4. '.J'IAtc., pt..:. «1;;t Iron YJJlw tio... St,mdord S" fop tsal!lkm lfith 1~.::i b-uza ~ct!on, lcnpth. ta fit. "luo" t)l,J,Cl -c:ow. S. 2~ X t-1/2 MX bn,:111. bu,hi'19 (r.llPT x flPT}. 2. 119th 1-1/7~ brow tr brcnZIJ nfppl" ew ltn9\h, Wfldod ends. 2 ~h 1-11:r-oo~ llf<m t;.:' bronz9 ~bon (FIPT x OPT}. t;_ l-1/2~ (MJF'l) :r: ,:.Ql"I\JifitUlon ftttlng. ford ce,4-t;Ga 1'r \!qu~I 7, l-1/2" :l~ft C:QP?"f" tubln9 tw• K M bt-lJU nlp~Ctl' (~fP'i ~ ~IP'i), ltr"ijtr'I lo fJ-tc 6. , ... 1/2" 'thrcaGc:I Vfa:u 90' ti, fOI' ford L4'4-~77 « oq\ill!. 9. 1-1_/r Cur;:tommith,,-with by-paH fQfd; VHH 6b-l2tt-gn-~ofJ (x 13--3/16"}. McOooall'.! Bron: 3C6G1t'fi*'Fti6.5 or u~~titr 0-1-42:t-l 1/2"". -\!I 'IIQ1J91M' ~-OOU vatve Qnt, pt,(IJl)<:'ll ll'IDti-1 01' >Ill(]~, OrKI (?!'11,lii C:rlft¢:( l,'Qivci oubfli:, bcU 'rolwi-on b:rpaBII rih parflack ..-:ngs. ¢u1tcmaofkr thi:n1 l)Uttt ftf'tk.U inhtt Ollk! wu11-t. :1D. R;gld r:naler apr41ad11r tG btl :wppl\td ,end ln.1t11!led ii\ m-11t-lt' :setter by o,,v;~tQI". l!. -Wet-er mtttt 11~0.!1 b• #IJ-P?l~ and ln3-~!od Cy City l)f R~nt,m llpOO J>O)ffl«l' pf all rlllctad W<Jt,r m,,f.w fWII nnd =ti'i.fador.f prn1in<1n1 rr.d r,i.itit)' tel5bi. 17"l(Mt PJt111tle m.atu bnK 1:1q1.rnl to Ml~·S't'llt.(!.s. PlosHc1-, Inc. BCFs.rn,, n. t.fSSCf HJ0-16 \t,'lth r Uik:1-. Ou,etlh, iron darn..:·mt plot" ~O~t!r U,"ir::)f' ,t®QJ \Q Mi4 .... St~tU; PlMtlea. lor .. "SCf.lC-fl,~U..·R ~lth 1-!'!i/6~ driilf~ Iida fat tt1udlraod pll tld. · ,~. t-1/1'" ~Ol.lpJ!n~ komon"Mloo _,. flPlJ wltn 1-1/.2~ ?lu.;-i (M/PT), Ferd C'"l+*CG ,:,/' ~r.il, jl}4I pr,;,p~tr O)il1let IS f~ntf!Jt• for 01\y !i8t:Oi):l4-/'y cdoptaVon « m~iwl of 'ltt.l~M •~~. PR 1-1/2" & 2" DOMESTIC AND IRRIGATION lfA'f£R SERVICE JJE:l'AlL WCATED IN PLANTING S1'RJP BETWEEN CURB & SIDEWALK ADOPTED CIIY Of RIOOON STAl!D!lID PIA-'<S LS'l DATE: 04/04 DWG. NAME, 0107-1 SP PAGE, 0107.1 DOMESTIC AND IRRIGATION WATER SERVICE DETAIL NTS SE 1 / 4 OF THE SE 1 / 4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. @ .r• OOICllt1t -• .. @ 1 ~ . PEfilMETERS or l,IINIM\IM a.!ARANCI!.$ TO l;E PAlHlEJ ON FWOR IN "WHllE ENAMD. PAINT S1RIPE, l\lllt 2 INCH SlENClLED BLACK LETTERS TO SA Yi "DO NOT BLOC!( ACCESS" @@ @ ir ,____,. ,___ _ _, OOCVA. ldUST 8£ JNSTM.l.£0 ~MMEOIA'TELV AF'reR P1PE PENE"tnA TION 11-IRO\JGH BUILOING fLOOO SLA8. ROOM IN \\tl!CH OOC\IA IS !.()CA TEO SHAU: "-HAVE f!.OOR ORl>IN COH!lECTD> TO 1Ht SI.Nllf,RY st'WtR SYSlEM, a. HAVE A HEATING S'r'Sltll ('lo· r t.tlN. 11:MP.) NO HEAT T/\P£ c. NOT et usto fOO Sl'0/11\Gf: AftOUlll) Tttt OOCVA D. HA'lf: CLEAl!I.Y DELINEATED AO::ESS 'IIA'r'S TO OOCVA AND Ptv .. A RIGHT-Of-ENIRY AGREEMENT t.!\JST BE GRANJl:D 10 lHt QTY or RelTON FOR !NSP!CTION or iHf: DOCVA Al'lt) MoltR. stPARAlE FIRE -INK!.ER PLANS INCLUDING INSTAIJ.AllOM OF DDCVJ\ MUST DI:: 5Uf™ITIW ro REN"TON rrne PRtVf.tfTIQ1'4 OfPARlMttn f'QR Rt\<E'/1 AtlO APPROVAl. A 5l.PAftATt flRt SPfnNl':LfJf PERMIT IS RtQUlliXO, I-MAIN LINE TEE (MJ x FL) WllH CONcrurit 8Loct(JNG (WJ,,TtR J.l:AfN LOCATED lN EASEf.llC:NT ON' PRIVAlE PROPE:Rl'I' SHALL NOT BE MORE THAN 50 ITTT TO BlJIWINll) 2-8ftANCtl VAL'Yt (fl .Ir: MJ) ffllH \'At.'Vl' l!UJ); /I.NO COVV\: 3-CLASS 52 DUCTILE IRON PlPE (4 IIICH MINIMUM) AU. PIP£ ANO fllnNGS SHAU. et:: ff~lRAJNW v.1m StiACKtE R001i ANO CONCR!:TE lHRUST BLOCl<S Pm IIA'A AND Al/NIA STANDARDS. 4---POST-1ND1CATOl1 VALW. (IIJ) ~HH TAMP!'.R SV,1TOH 5-2-90. BENDS (11. • rt) l'>lll-1 FlANOEO OUCTIL.£ IJlON PIPE SPOOL 6-16" LONG SPOOL. (Fl , PE) 1-flANilE COUPLING AOAJ>TO'l 8-ArPRO\'EO OOCVA ON I.WM LlNE IN HORllONTAL P0Sf1l0N ONLY. (PEA LATEST DEPT. OF HEAUH APPROVED UST OF tU,O<FLOI/J PREVENTION DEViCfi'.SJ SOTTOt.l Of OOC~A SHALL 01:'. A MINIMUM Of 24 INCH ABO\IE 11.00R LEI/El. ANO NOT HJQ-jER THAN J f'f".ET 1u,xli.WM jt,fS'fALL 3 COW:'.:R:E1E PA.OS OR Afl,J:J~TA.."1..£ PIPE SUPPORT COl.UUNS UNOER OOCVA 9.., O.S & Y VAD/tS 10 B:E: RtStUE.NT 'Sl'.:A'TED W!lH TAMPcr.t SWITCJ1ES. ADD YIIRING IN ACCOOOANo( 'MlH L & I E.EYA11CN '1EW OF OOCVA ADJUS1ASLE S1U1. PIP£ SUPPORT, STA!<CHIONS BOL '!ED TO fLOOR. 10-MEn:RitD J/4 JNCH B'f'-.PA'i-S OCV.\ -UV-PASS Mli:ltR S~AU. 8t. A :!/4 INC•I "stNSUS-·ECR' Sil POStnW. OISi't.ACEr.ltNT ME1'!1l EQUIPPED \\nlH A RE\!OTE RE.AD !;';OH~O~ P-LAn:: MOUNlEO m, THE oumot OF" 1){E' BUILDINO WAU. 11-S\\1NG lW£ CRAVIN OlECt< VAl.11£, FWIC!: Vd1H 8Ali ORIP 1/J VAULT 00 0VT;l0£ aull.DINC Ii-,t·)l 4~ ... ,r· auu ... tUH)W, 'fi-iAU.Oto 1J·· UL US10) f"lRE OEPT. CONNECTION, UL LISTEll BREAl< AWAY CAPS, ~OOATE YMHlN 50 rcrr Mii!XlMtJM Of 1, P1JllUC F-1R£ fl'YtITTANT, Afl(R f)F-U) IN'.lfAUATION, l,tl,-JN OOCVA ANO PY--PASS DCVAi t.tvar a& 1£3Tto SATISFACTORILY BY A OE:PM!MENT OF H!At.TH Cf:RTifllll B~tKfl.OW ~SSl:J,181.Y ~TER. TEST RfPORT MUST 8£: $/JOMITT(O TO, CITY OF RENTON WA!'ER unuw fJIOINWllNC OlT'ARIMOH PRJQR TO ACTIVATION Of NEW UUc. IN$Ti\l..L SR~ Pl..00-S AT A.U. TtST COCKS, ..•.... _ ........... DA .. . INSIDE llUILDlNG INSTALLATION l''OR 3 INCH AND LARCER DE'l'J>~C'l'OR OOUBLE CHECK VALVE ASSEMBLY CITY OF IOOl'IO!f $l'AllllA.IUIIWl3 w ni'll!, 0</0< owe. NAt.t£: 0111 SP PAGE: B117 DETECTOR DOUBLE CHECK VALVE ASSEMBLY NTS TESTINQ DETAIL ...,._._.,...,I~ •, .L• ., ., ... .l - ~ (A-·1 TAPPING 1££ (t.lJ»L) \IERTICAL CROSS(MJx,c) FOR POL YPICGINO TAPP"<C Cr\TE VALVE (fl. io.1J) TtMPORARY PL.1/G (MJ) V4TH 2-INCH TN' AND 2-INCII !JI.OW-OFF ASSEMet.Y CONCRf;TE BLOCKING 1-WJNO ftANGE ON WP ~lH 2" TAP AND 2" PLUG 1-nt.lND Fl.ANG£ ON BOTTOM 1-PUJG(MJ) Willi 2"TAP & 2" CLOW-Off" TEMPORARY BLOCK ANAL CONN£CTION DETAIL ...... HI ~~"'1"w .. ·~ o.,. ,w,,a l.lMf / ~-1_ r·-1 ( Mu1E"R /..L1.. CI.E'.AfJlNC BY POL YPJG. PR~U-RE TE:Sm.Jt AND OISINFECTION, REMO\'E l"..MPOR,W 8LOCK & BLOW-Off ANO CONNECT TO VAL'<!' van1 0.1. ~LffSE (MJ) & O.L Sl>ODLS FINAL CONNECllON BY CITY FORCES HOTE:S": 1. IAPPINC lEE-S SH/ILL 91: MAOC Of Cl.~T l«ON, DUCTILE IRON CR ltPOX'f~,COA1'W $1tH" rult.T:t. Mm NIJTS $~AL Q£ COA-TGI. AU. Tli:E'.S ANDa VAL\!S SH>\U m: WAll:R mm:o OEfDRE TAI' 2. NO Silt ON S!Zf. TAl'S Oll CAST-IAON WAltR UN£$. lW SHAll BE AT l.£A5T 2" SMAUER OIA~t1tR TIWI lHE EXISTING MAIi!. 3. HO 'Af:l TAP ON ASBESlO!: CT.'.MENT WIE OR STEEL UNE 4, WET-lAf'PIN<l Of l'Xl'lllNG CITY Of RENTON WAit~ MAIMS WIU UE DONE BY GPEEA TP.PS. INC., U.S. fllll:i:R, :S::1../PE:R!OR TAPPlNC fNC, Oil W£Si!::RN Ul!UTitS SUPPLY CO., ii,IC, S, CONffiltC'iOR Sl-11'.U. PO™ot,..t;; ANP f'>JRN "fHf.'.: HO!ll20NTAL ANO VERTICAL AUGl!MENT Of El<lSllNG LIN!: OR Sl\J8 ANO S1-IALJ. ST/Jlf !.A'tlNO n£ NsW l.lN~ A 1 rut SAMt· HOO,l2.ClNTAl MIi) Vt;:A11¢t,I,,. AL.lc.MMt»i (W' lHt;: ~StlNO STUB. G. CITV F'ORCts Yttll P~ru:='OR.W "fkt ~NAL CQNNtCTIQN rnou. ll!~ WA la.I I.JU~ TO THE TAl'!'ING YAL.\IE 1~TH D-1, SUt-.E ~D 0.1. Sl'OOl.. -I ll'AT~:ll CONNEC1'ION DE'l'AII., m-TAP EX!STJNG ,vA'fER MAIN e Ci'l'Y or RENTON STANDARD PIANS LSf DATE: o,/04 owe. NAME, 0116 SP PACE: Bl 15 WATER CONNECTION DEifAIL WET-TAP EXIST. WATER MAIN NTS RECOMMENDED FOR APPROVAL• ' Date:_~,__- Date:--,--- Date: ___ _ e X e I t e C h Date: __ ,___ 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 FU 14\1/f: Or.!Od.2.Wsi Fl.nl 01,JE; 07/16/2007 Pl.Of B'f: ,;.rm: R.Of SOI.[; 1-~1 architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 06-29-07 SHEET TITLE: DETAILS DEVELOPMENT PLANNING CITY OF RENTON AUG 1 3 2007 RECEIVED 0720 SHEET: C3.2 SHEET SIZE TRUE. SCALE WHEN HORIZONTAL LINE MEASURES 1• tN LENGTH • • ! SSMH lslM El.=37.97 I l e" C()'l('('-)--'0"'' ,J ~~ $~"' r. .. -,.J. ,:).,._ 15" CCNC(W)=30. 97 I I 0 z I I I I / . - ,I / , I ; ' ! ' I } I , / / / ..... / / / / / I I I f l f f : \\ \ \, 1•189'0[' 'P ··"~(c;p ·-. j ....... ) {"_\,_ J NEl9'03'22"W( COR) 105.00-- ' ' \ ' ' ' - ' . '· ' ' '"'·· \ ...._ ""''>-.. __ - ~ ... , ..... ..::: ~--....... --.... ·-. ...... __ ... I 1SE 1/4 OF THE SE FOUND 4" STONE Jl,J MON CASE (NO PUNCH OE X) AUG-2005 CB RIM EL=5fl.07 IE 6" RCP(NE)=55.77 IE 6" RCP(N)=55.77 IE 6" RCP(W)=55.42 IE 12" CMP( E)= [\5.42 -- 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. CB RIM EL~82.27 IE a" CMP(S)=B0.67 CB RH~ EL=84. 7.3 IE 8" CMP(N)=82.78 1D''.I' 2l ffjfll ilti:tEJ.cia1a1nos I I I I I . 0-J "'I CE1 f1ih1 El_='dLl.7/ IE .:f' C1111"(1,1)-0 G7 3'. If:: L~,' CUf;i(t ):"~d6.2 ll I" PIJB' I ,,-. ''•"•' r·r ' I'"• u,I ,, ~J-I ft t_,: L l, l.;;,f'] EASFl1[1'JT AFN b :CO 7, ,J 0.3/6 '\ ,, (\IN FEE'!'. ) 1 Inc\ = 30\ ft. \ \ S~!)IMENT TRAPS SIZING PEI~ DOE SWMM 2001 BMP C240 TRAP SURFACE AREA (SA) = 2 x Q2/ Vsed SEffilNG VELOCITY (Vsed) = 0.00096 FT/S 2YR/24HRS DESIGN STORM AREA: PEAK RA TE. Q2: SA : BASIN A 1.47 ACS. 0.289 CFS 602 SF DEPTH FOR SEDIMENT = 1.5' SETTLING DEPTH "' 2' MINIMUM VERTICAL DATUM NAVO 88 CITY OF RENTON CONTROL POINT #1522 ELEV=94.57 FOUND TOP OF 2" BRASS DISC IN CASED CONC AT THE INTERSECTION OF EAST VALLEY ROAD AND SW 34TH ST. CITY OF RENTON CONTROL POINT #1494 ELEV=99.48 FOUND TOP OF 1 3/4" BRASS DISK IN CONC MON IN CASE AT THE CENTERLINE OF TALBOT ROAD OPPOSITE HOUSE NO. 3023, 55' NORTH OF THE CENTERLINE OF S. 168TH STREET. LEGEND SYMBOL 80 ----·-------------------- DESCRIPTION EXSTG. CONTOUR CLEARING LIMITS INTERCEPTOR SWALE/DIKE WITH CHECK DAMS @ 50' INTERVAL @ ®- @) x- CONSTRUCTION ENTRANCE & TIRE WASH FILTER FENCE NOTES: ® ® WATER TRUCK DUST CONTROL SEDIMENT TRAP SLOPE PROTECTION 1. SEE SHEET C 1.1 FOR CONSTRUCTION NOTES AND DETAILS 2. ALL WORK SHALL BE PERFORMED STRICTLY IN COMPLIANCE WITH THE CITY STANDARDS. 3. PRIOR TO ANY CONSTRUCTION CONTRACTOR SHALL ENSURE THAT APPROPRIATE PERMITS HAVE BEEN OBTAINED. RECOMMENDED FOR APPROVAL BY: _______ _ Date: ___ _ BY: ________ _ Date: ___ _ BY: _______ _ Date: ___ _ BY: _______ _ Date: ___ _ CALL BEFORE YOU DIG! 1 -800-424-5555 120 e Xe I t e C h 401 2nd Ave. S., Suite 205, Seattle, WA 98104 1· f, o-r- architects 607 SW Grady Way Suite 210 Renton, 'vVA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 0720 SHEET: C1.0 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-01ttvigN~i~l-/i\ \_ANNING ON SliEET SIZE 'TRUE SCALE WHEN 1,0RIZONTAL LINE MEASURES 1" !N LENGTH FU tW!C fi'.12.0C.1.0.ID111 PtOT !ll'!f! 07/16/'1007 PLOT El"/: ~me Pl.OT Stfil:. 1..-1 p.\JG 1 2007 RECE\\JEO • = • ' ' STANDARD PLAN NOTES GENERAL NOTES ( 1) ALL CONSTRUCTION SHALL BE IN ACCORDANCE wrrH THE CITY OF RENTON CODE AND ROAD STANDARDS , AND THE CITY OF RENTON COUNCIL'S CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILrrY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO CITY OF RENTON. (2) THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY OF RENTON DEPARTMENT OF ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFlCALLY APPROVED BY CITY OF RENTON, PRIOR TO CONSTRUCTION. (3) APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLANS DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL ETC.). ( 4) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVrrY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CrrY OF RENTON INSPECTION UNIT, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. (5) A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. (6) CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE; NORMALLY THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. (7) IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK NOT WITHIN THE ROAD RIGHT-OF-WAY (8) FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF ROAD STANDARDS ARE SUBMITIED TO THE CITY INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. (9) DATUM SHALL BE PER CITY OF RENTON UNUESS OTHERWISE APPROVED BY THE CITY. (10) GROUND WATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUND WATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH SECTION 81 3.02 OF THE APWA STANDARD SPECIFlCATIONS. (11) ALL UTILITY TRENCHES SHALL BE BACK FlLUED AND COMPACTED TO 95% OF MAXIMUM DENSrrY (WSDOT 2-06.3), PER THE STANDARD PROCTOR TEST AND KCRS. (12) All ROADWAY SUB GRADE SHALL BE BACK FlLLED AND COMPACTED TO 95% OF MAXIMUM DENSITY (WSDOT 2-06.3), PER THE STANDARD PROCTOR TEST AND KCRS. ( 13) Of'EN CUTIING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH CrrY STANDARDS. (14) THE CONTRACTOR SHALL BE RESPONSIBUE FOR PROVIDING ADEQUATE SAFEGU.ARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATION 1-07.23 -TRAFFIC CONTROL, SHALL APPLY. DRAINAGE NOTES (1} PHOOF OF LIABILITY INSUFNCE SHALL BE SUBMITIED TO CrrY OF RENTON PRIOR TO THE PRECONSTRUCTION MEETING. (2) All PIPE AND APPURTEN1NCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTIOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. (3) STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. (4) ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS UNUESS OTHERWISE NOTED. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. (5) ALL CATCH BASIN GRATES SHALL CONFORM TO CITY OF RENTON ST/>NDARD PLANS WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POULUT/>NTS" AND "PROPERTY OF CITY OF RENTON". (6) ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT UENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTIOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE. (7) ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION MUST BE IN ACCORDANCE WITH CITY OF RENTON STAND.ARD PLANS. (8) DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY CITY OF RENTON. STUB-OUTS SH{ILL CONFORM TO THE FOLLOWING: A) EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWN SPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B) OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2"X4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBUE AND BE SECURED TO THE STAKE. C) PIPE MATERIAL SHALL CONFORM TO UNDER DRAIN SPECIFlCATIONS DESCRIBED IN THE CrrY OF RENTON STANDARD PLANS, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D) DRAINAGE EASEMENTS .ARE REQUIRED FOR DRAINAGE SYSTEM DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E) THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F) ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. STRUCTURAL NOTES (1) THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY. PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RErAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY CITY OF RENTON PRIOR TO CONSTRUCTION. (2) ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL fJOT BE CONSTRUCTED TO SERVE AS RETAINING WALILS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE crrY STANDARD PLANS DRAWING. SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES (1) APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RErENTION FACILITIES, UTILITIES, ETC.). (2) THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICATION/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. (3) THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS UENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITIED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. (4) THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH AUL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. (5) THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILmES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFlED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.). (6) THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/fESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPTEMBER 30). (7) ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). (8) ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. (9) THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. (10) AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHAUL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. ( 11) STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ( 12) ANY PERMANENT RETENTION/DETENTION FACILrrY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACrrY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILJRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTIOM AND SIDES ARE AT LEAST ONE FOOT ABOVE THE FINAL GflADE OF THE PERMANENT FACILITY. . (13) WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE'APPLIED AT 2''-3• MINIMUM THICKNESS. CONSTRUCTION SEQUENCE ( 1) BEFORE ANY WORK BEGINS, CONTACT CITY OF RENTON, TO SCHEDUUE A PRECONSTRUCTION MEETING. (2) FLAG OR FENCE CLEARING LIMITS. 13j POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR. 4 COMPLY WITH EXAMINER'S NOTES. 5 GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). (6) INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). (7) CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. (8) MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. (9) RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON TESC MINIMUM REQUIREMENTS. (10) COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING AND EQUIVALENT. (11) STABILIZE ALL AREAS THAT REACH FlNAL GRADE WITHIN SEVEN DAYS. ( 12) SEED OR SOD ANY .AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. (13) UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. EROSION CONTROL SEED MIXTURE TABLE %WEIGHT CHEWINGS OR RED FESCUE ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLOVER 40 40 10 10 %PURITY 98 98 92 98 %GERMINATION 90 90 85 90 JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES OR WIRE RINGS OR EQUIVALENT TO ATTACH FABRIC TO POSTS 2" X 2" BY 14 GAUGE WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED N ' N ~ 11 11 ::<-:-::.<:-:-:: ...... : .. : .. ·:-:-:-:-n ...... ., ............... . .......... -.-.-.... .-.-.· ... ·.·.·.·-·.·.·.-.. .-.11 . .... '.' ... " .. ' ... ' ... . -· ....... ' ........ ·-.. . . . . . . . . . . . ' . -----. -. . ..... ,, .............. . ·:::. ·:::::::.-: ... ·:_·_·: ··11 . . . . . . . . . . . -. . . . . . -. .... , ............ . '' ', ·, ·. ·. ·:. ·:. ·. · .. ::. ','.'. ·. ·. ·. ·. ·. 6' MAX. MAY BE INCREASED TO 8' IF WIRE BACKING IS USED 2" BY 4" WOOD POSTS STEEL FENCE POST, REBAR OR EQUIVALENT FILTER FABRIC 2" X 2" BY 14 GAUGE WIRE OR----... EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2H:1V MAX BACKFILL TRENCH WITH NATIVE --• SOIL OR 3/4"-1.5" WASHED GRAVEL MINIMUM 4" X 4" TRENCH SILT FENCE NOTES 1 . SEE ADJACENT DETAIL 2. THE GEOTEXTILE USED MUST MEET THE FOLLOWING SPECIFICATIONS: AOS (ASTM D-4751) 30-100 SIEVE SIZE FOR SILT FILM N WATER PERMITTIVITY (ASTM D-4491) 50-100 SIEVE SIZE FOR OTHER FABRICS 0.02 SEC-1 MIN GRAB TENSILE STRENGTH (ASTM D-4632) 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS PER MINUTE STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) 30% MAX. ULTRAVIOLET RESISTANCE (ASTM 0-4355) 70% MIN. A COPY OF THE MANUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WIRE BACKING OR CLOSER POST SPACING MAY BE RtQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOE'E SHALL>'c\~E NO STEEPER THAN 2H:1V. ADAPTOR SKIRT :\ TRIM TO WllHIN 3" -5" OF GRATE GEOTEXTILE FABRIC \ SILT FENCE DETAIL NTS . /RETRIEVAL STRAP OVERFLOW BYPASS FOR PEAK STORM VOLUMES SEDIMENT ACCUMULATION NOTES i 1. INSERT SHALL BE INSTALLED PRIOR TO CLEARING AND GRADING ACTIVITY, OR UPON PLACEMENT OF A NEW CATCH BASIN. ! 2. SEDIMENT SHALL BE REMOVED FROM THE UNIT WHEN r{ BECOMES HALF FULL . 3. SEDIMENT REMOVAL SHALL BE ACCOMPLISHED BY REMOYJNG THE INSERT, EMPTYING, AND ---·----- 607 SW Grady Way SL1ite 210 Renton, VVA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: RE-INSERTING IT INTO THE CATCH BASIN. I CATCH BASIN INLET RECOMMENDED FOR APPROVAL TESC NOTES AND DETAILS BY: ________ _ Date: __ _ i PROTECTION IN SERT NTS BY: _______ _ Date: ___ _ BY: ________ _ Date: __ _ 0720 Date: ___ _ BY: _______ _ SHEET: I h t C1 .1 e X e C e 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-0ih_%i>M\;N1 ~~ ~il'IG sttEersizE muE sCALEWHEN Qt\/ ty Qr f\\,1'' HORIZONTAL LINE MEASURES 1' IN LENGTH ~ll[ N,1./,([; WZGCl.l.ihrg PLOT [ti.IE; W/16/75JJ1 Pl.QT BY: ~f!K: PlOT ™•~1 ft p AUG 1 3 1\1 I f\'E,CE.\\JEO I I t I i ' I I INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS ---' 12" MIN. THICKNESS PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE NTS 2: 1 SLOPES (TYP,) L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION SPACING = 1 oo· (bl INTERCEPTOR SWALE (APPENDIX: C, DETAIL 17.0) 2 ~1 t 1' MIN T TEMPORARY INTERCEPTOR SWALE NTS NOTE: 1. PROVIDE ROCK CHECK DAMS EVERY 50 FT. OR AS SHOWN ON THE PLAN. ROCK CHECK DAMS NTS ' . SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. i!: Eb Cl f 4' MIN. ~ 1 3 OVERFLOW CHANNEL "-IS CONSTRUCTED i BY EXCAVATION --- CROSS SECTION NOTE: MAY BE CONSTRUCTED BY EXCAVATION OF BY BUILDING A BERM ----- FILTER FABRIC FENCING • • • MINIMUM BERM HEIGHT SHALL BE 6 IN. GREATER THAN HEIGHT OF PAD. 4 IN. TO 8 IN. QUARRY SPALL$ SEE DETAIL SUMP DIMENSIONS. -15 FT. MINIMUM ---I 12 FT. MINIMUM c··),--, (J TEMPORARY C 1,,c) ,\J CONSTRUCTION ({Jo C.1() EXIT '-(J·1 O·~O ()(_. ~ (J CJ,: C) · Oc1 · t) ·· . c)<.!c) ·-c·JQ ,J). (). (' i J'-" 0 ,, ,.) .,-·•·\ I rJ r ('\--~ ,e•,, ( j \~•'(''·)\ •. / ,. ( J ' .. __ 1_,...~\i l ·1 · ...... ,· ·-\ ~.1r i<s.J ' .. ~ ( ··,.J /-· 'I \ l •,.,. "'"" 0 TIRE WASH (J AREA go ,00 lo SLOPE TO DRAIN o0Ef3o r;c----t----',,1/ ~ ci8oo ruo CONCRETE WASH NOTE: TIRE WASH AREA MUST BE INSTALLED DOWNGRADIENT OF TEMPORARY CONSTRUCTION EXIT. (](]()() C)(J" ·'() CXJc)()(l PUBLIC RIGHT-OF-WAY SEE CONSTRUCTION ENTRANCE FOR SPECIFICATION. TIRE WASH iAREA DETAIL SEDIMENT TRAP OUTLET --NT~" .. ......_ NTS ON SHALLOW SLOPES, STRIPS OF NETTING MAY BE APPLIED ACROSS THE SLOPE (SLOPES UP TO 1: 1) SHALLOW SLOPE WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE NETIING OVER THE BERM AND ---a..1, ANCHOR IT BEHIND THE BERM LINE. ON STEEP SLOPES, APPLY STRIPS OF NETTING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SE CU RELY. SHALLOW SLOPE IN DITCHES, APPLY NETTING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS EVERY 15'. DO NOT JOIN STRIPS IN THE CENTER OF THE DITCH. EROSION CONTROL BLANKETS NTS 23' MIN ,/ '~ I 5' MIN I ,/// ~ . . / "' // 1···--········----· T ; 28' MIN O' MIN 3' MIN A A NOTES: SECTION A 1. INSTALL ADJACENT AND DOWNGRADIENT OF TEMPORARY CONSTRUCTION EXIT AND AS CLOSE TO PAVED DRIVING SURFACE AS POSSIBLE. 2. MORE TRUCK TRAFFIC MAY REQUIRE A LARGER AREA. CONCRETE WASH NTS RECOMMENDED FOR APPROVAL Date: ___ _ Date: ___ _ Date: ___ _ Date: ___ _ exeltech 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fox: (206).623.9658 Project No: 0720-010 flt£ IW.E: Q7l001.2,ditg PLOT C'.-\TE: fJf/lij/2001 f'WT B'I'; tmi. PlOf $(./1!.B 1=1 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: TESC DETAILS DEVELOPMENT PLANNING CITY OF RENTON AUG 1 3 2007 RECEIVED 0720 SHEET: C1 .2 SHEET SIZE lRUE SCALE Wi-lEN HORIZONTAL LINE MEASURES 1• 1N LENGTH • • '· ! . I \ \ . . W39'0i;.' 0 3''E( SP) No'.J ·o:5·22. "w(to1,) --10S.OO -'----_-_.,.,..._ I , ' , ' \ \ \ ' ' ' ' ' I L.NW-6 AND , .''.l'-l'N-10A=t, STR \ (2 ,7 L A.GS TOGF=:THE'R)-V • ' I -···"-·-~--~- ' I ' I SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. FOUND 4" STONE IN MON CASE (NO PUNCH OR X) AlJG·-2005 -CB RIM EL~S2.27 IE 8" CMP(S)=B0.67 --....... ------- CB RIM EL=85.91 IE 8" CMP(N)=B2.61 IE 8" CMP(S)=82.61 CB RIM EL~84. 73 IE 8" CMP(N)=82. 7tJ 15 I I I I I I I I I C ,, WATER NOTES A. NO CONNEC110N TO THE EXIS11NG MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVEN110N DEVICE PRIOR TO SA11SFACTORY FLUSHING, TES11NG, DISINFEC110N, AND RECEIPT OF SA11SFACTORY BACTERIOLOGICAL TEST RESULTS. B. TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY AT THE DEVELOPER'S EXPENSE. C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF RENTON STANDARDS. D. THE CITY OF RENTON ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE N011FIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. E. THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL N011FY U11L111ES OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. F. SEPARATE PLANS AND UTILITY PERMIT FOR DDCVA INSTALLA110N FOR FIRE SPRINKLER SYSTEM WILL BE REQUIRED. SANITARY SEWER NOTES A. ALL WORK AND MATERIALS SHALL CONFORM TO KING COUNTY STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS WITH EXISTING UTILITIES .ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR ANO ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT -OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. LEGEND SYMBOL .................. ----80 ........ -........ , ____ _ -----W -----SS -----GAS~---- VERTICAL DAT~M, NAVO 88 DESCRIPTION EXSTG. CONTOUR PROP. WATER MAIN PROP. SANITARY SEWER PROP. GAS UNE CITY OF RENTON CONTROL POINT #1522 ELEV=94.57 FOUND TOP OF 2" BRASS DISC IN CASED CONC AT THE INTERSECTION OF EAST VALLEY ROAD ANO SW 34TH ST. CITY OF RENTON CONTROL POINT #1494 ELEV=99.48 FOUND TOP OF 1 3/4" BRASS DISK IN CONC MON IN CASE AT THE CENTERLINE OF TALBOT ROAD OPPOSITE HOUSE NO. 3023, 55' NORTH OF THE CENTERLINE OF S. 168TH STREET. RECOMMENDED FOR APPROVAL Date: ___ _ B~--------Date: ___ _ B~----------Date: ___ _ Date: ___ _ CALL BEFORE YOU DIG! 1-800-424-5555 GRAPHIC SCALE e X e I t e C h JO 120 I I 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 ( IN FEET ) Project No: 0720-010 1 lnoh = 30 ft. ALE fWilE: OlZOCJ.0.difg PLOT L¥(1E 07/Hifl.W7 Pl.OT BY: m.c PLOf SCAf.£ 1=<1 -,--,~------.. ----~ r 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: WATER AND SANITARY SEWER PLAN DEVELOPMENT PLANNING CITY OF RENTON AOG I 3 200/ 1,2J~9eo SHEET: C3.0 Sl-iEETSIZE JHUESCALEWHEN HORIZONTAL LINE MEASURES 1• 1N LENGTH • • MOUNTING BRACKET ------------,-----LIGHT FIXTURE HANDHOLE WITH COVER ' TAPERED STEEL POLE PER •--• -----1. SCHEDULE THIS SHEET. PAINT TO MATCH FIXTURE. 1 "x36" ANCHOR BOLTS WITH HOLD-DOWN NUTS & LEVELING NUTS ON BASE PLATE AND GROUT. 1 24" DIA. CONCRETE BASE POURED IN PLACE. RACEWAY PER SITE PLAN 24" (4) #4 REBAR EQUALLY 8'-6" SPACED WITH 3" MINIMUM -I - COVER & #3 RING TIES .._ _ _,~-'-¥- AT 8" ON CENTER. USE SHRINKAGE-RESISTANT GROUT UNDER BASE PLATE AFTER INSTALLING AND LEVELING POLE AND LUMINAIRE. PROVIDE AND INSTALL COVER-PLATE OVER BASE ASSEMBLY. PROVIDE A 45 DEGREE CHAMFER. THIS IS TO MATCH EXISTING POLE INSTALLATIONS ON SITE. __..-1" CHAMFER _,.,--· --FINISHED GRADE CONCRETE BASE, FORM WITH ......__ "SONOTUBE" FORM. SACK FINISH SURFACE EXPOSED ABOVE PAVEMENT SURFACE. POLE MOUNTING DETAIL NOT TO SCALE l!..~ilMl"ii~~(@) SYMBOL DESCRIPTION AH1 LITHONIA # J.S2 250M SR2 TB SPA SCWA DARK BRONZE LITHONIA # AH2 J.S1 175M SR2 TB SPA SCWA DARK BRONZE WH1 LITHONIA # J.S2 250M SR2 TB WBA SCWA DARK BRONZE ...... • I. I:, boe eoglo8811, no. ~ p:(263)922-0446 ~ t. (l153)922-0896 602112th atr&et OMt. au1to 200, taooma. wa 86424 IFIX"iil!JJ!ffl~ ICIMl[g[O)l!JJl!..[g LAMPS \II II I~ MOUNTING & REMARKS '" (1) 250W 208V MOUNT ON 20' SQUARE TAPERED METAL STEEL POLE #STS 20 BC DM 19 DOB HALIDE 289W (1) 175W 208V MOUNT ON 1 O' SQUARE TAPERED METAL STEEL POLE #STS 10 BC OM 19 DDB HALIDE 213W (1) 250W 208V WALL MOUNT ON BUILDING METAL AT APPROX. 16' ABOVE FINISHED GRADE. HALIDE 289W . -·-- 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I EXPIRES lZ'J/"'4/IH ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: ELECTRICAL DETAIL AND s~~Q!Ji~NING CITY OF RENTON AUG 1 3 2007 RECEIVED 207-143 SHEET: E0.1 SHEET SIZE: TRUE SCAlE WHEN HORIZONrnL LIN!: Ml'.:ASUR!'.S 1' IN LENGTH ' . ~-·---- • . EXTEND CONDUITS 1 O' UP EXISTING - POLE AND INSTALL WEATHERHEAD--- ' ' ,, i L ">)( -~::;-,.'r--"-L-.,:C·,_ ~------'---- r . "!' ' '" ...... ___ .---.·-··c:·····.--·--·--· ·-··--·· ---' 1 f·t )37Ib;LSJ~., .-- • • • .. • • '' • I -- •• _,.I • JI ' ! '' . ( .. , ~---- ' I ' .•. I ' • L ·' ---,.-....... __ ;;:.~:-·,-;::::.::·:: -·· '. __ ._ ,\ ----~-----•-,--:::;_ ·-·-·~···:::"·:--:::.::·-·· ____ .. :__ , • I ................................... 2) 4"C (POWER), , ! . .. ----·-;;---(2)01"C:-(COOM) -· · -----------------------------------------------;--s~;1:3·---~ ----------·-·----·----·-_________ --------· -·-·-+----_ . ,., '1 ', ».ti, .... , .,,, ·:_.,._·:. -· 1 ' \ AH1 -x:g -x:g AH1 'j/ 'j/ gF I \ ' 7C \ ·-'\''' 2F . I I L 9'-4• WH1 NEW PADMOUNT UTILITY TRANSFORMER ON NEW VAULT ' _) ,-. . ·-/ ·-.,• ER) -------- ,-,· . ,· -1' -,-,·-··· .• I ' ~ J -' i •• -· / ·, { •• • , \ I r - -. \ ; --\. ',__ ',· ·) ) \ .. ·" ' ' -, .. ' I '-./ 2) 2"C. (COMM), (2) 4"C (COMM) ------.. . (),1·;i . '. . . ( WH1 I. ) (~; . -- l-------- . '-. -, . 1 , TO ELECTRICAL ' ! ' . ') •- , Ci;"; ,ROOM ; :_.)~(._:',/"';I.' 2"C., PULL ROP.E 1 "C., STUB, UP 6" AFG FOR SECURITY 4F 10C i I i I ! : ! ! I i I . ! ( !'·-.. ~_f I rn' i (_() im \ 10 i "T l i ! ! i i I i i I I I ' i ! i ~--'--..c..;[ L. .-.. } ; . ,,· / .. i . r--·--.... ____ __ . I ·-/ I i--;..: ---'--';-'-f_;_;_··, .. i JTUB CON --.......... -------I I 'j-J oorn:~=dl , :1NTO EXISTING i /COMMUNICATION i / MANHOLE-===d) I I I / ' ' ! j ---" /----..:--l\.,-,- AH1 " li II i j ' / ! : i j I ' ! : i : i I I . ./ I . i ,1 r· -! ...... • I. I, bo&aigmen,fno. ~ p:(263)922-0446 ~ t(263)922-0800 602112th0b'08te&at, Ol.llte200, ta.coma, wa 88424 • ··-•••.• i ·, \. \ -. ; ,' i-' ' / \ \ ,' ' ,\_.--. ,' ', . ' ;...\ .. ~ .·) .•. 1·· ""-•.;'_ ' .. j ! l---_j ' ••.. 1 .. _: \ I -hit e 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I tl(PlRES ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: SITE ELECTRICAL PLAN DEVELOPMENT p\_ANNING cnY OF RENTON AUG 1 3 2007 HECEi\Jl'!D 207-143 SHEET: E1 .0 SHEET SIZE TRUE SCALEi WHEN HORIZONTAL LINE Ml:ASURES !' f,"l LENGTH • • SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. P"1 STA= 3+00 P"1 El.EV • 80.00 A.O. = -1.22 K = 32.76 -----------~----------------········----·-----··-----------·--··--------~---------~-----~----~ · 46.o '·vc ---:.. '------~---------------------·-------·-·-.. _ .. _________ ... _ .,, ____ _ P"1 STA• 3+85 P"1 El£V • 74.47 AO.• 4.50 >-----------------------,----------·--··--.. -- LO~ POINT ELEV = 63.64 LOW POINT STA = 6+40.02 P"1 STA= 6+35 ~"1 ELEV = 63.50 P"1 STA= 4+75 K = 11.11 P\1 FJFV -7267c__-t-------:=+:~oo'vt==~-J----,---t·--AD. = -3.73 50.00· \IC K = 13.39 ~ ~ --50.00' VC ----1 "' " ! ! ~ ~ I ----~ ~ ~ ~ ~ ----_::::-~ ~ ~ ~ ~ ~ m -~ + :::.! Yi t'l ...... ------------~-t-------~ ~ ----1':i v+------t-1------;}~-s~~=---------r---------j--------------------------80 s~ ~~ BO An-"' K = 2.62 . ' 20.00 \IC-~ ' .- -2.oor. -. ,.,, t() ~ A /..---+-~~"" ! ~ ~~ ./' : • -~-i Fi---·-•••••·•••..................................................... •·······-·r··-··-·-" ~v--··-·--···--•-••--•···-·-·---·· ........ ?'./ ~ .. -:.. .. ~.: ..................... ····-•-·•·••···••··--·--·-----·-··--·········••--··-••······· ..................... -....................... ·--••••• ••···------···---................... ••••••••••••••••••·----··-···----·•••••••--••• •••-•••·••••·••••••••••••----••••••··•••--•••••• ... •··----·----.---.. . I .,...,.. I -~ ----------~ ----~ "--I.Rn",..:_ I ,,,.,----· I\ I / " I .,.. " ~--60 ~-:-/ ,,~1-----------_ -----------+-------!---------------------··---------. ',, ,,,,,, I ·---------·-·--···-··---------t------------------~---·--·---------. ··[----·----., ...... ----·-·---------60 ' / ........ _____ _... I -·· ... ···----·----------------··---··"· ......... ·-·-----··-------·-------·------···-· ........ -. --. . .. -------.. -... ------+------------·----··-·-···-····-------··· ............................. ··-·------.. ----····---·----+----------.................... ---·-----------. -. .. . . .. . ..... -. ···-· .......... ... --1 . -.............. · I ----.. . . . ······ .............. j ! ! 1-------+------+-------.-------+------,--------j-------,-------,---------,t-------t-------,D.ATOJI ELEV 46.00 6+00 5+00 4+00 3+00 DRIVEWAY PROFILE SCALE: 1"=30'(H), 1"=6'(V) 30 0 15 -=-:-I 2+00 GRAPHIC SCALE ( IN FEET ) 1 Inch = 30 ft. 1+00 BY: I ! ' BY:\ BY: I ' BY: CALL BEFORE YOU DIG! I 1-800-424-5555 RECOMMENDED FOR APPROVAL Date: Date: Date: Date: exeltech 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 flf. WME: 0720C2.1.d'i!~ PI.Q1 J:\.I.TE. 07/IB/:2001 Ft.l)l BY'. rmc PWT S('N.f.: J .. ! .r.b a_r c h i t e c t s 607 SW Grady Way Suite 210 Renton, IJVA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: PROFILE DEVELOPMENT PLANNING CITY OF RENTON AUG 1 3 2007 RECEIVED 0720 SHEET: C2.1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL llNE MEASURES 1" IN LENGTH .. • ,- ' I" SSMH RIM EL=37.97 -1 IE 15" CO~IC(E)=30.52 \ IE 15" CONC(W)=30.97 I I ' ,.f CHAIM iJ1•if< FENCE CE! ~:IM EL.•~58.51 IE 6" RCP(E)=56. 7! SSf,iH RIM El.~·59.85 IE 6" COMC(N)=52.!3c, /-{_ 2-~ --.:(~~:\;':s. ~== \ I I I ' I I J 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 J ' I ,/ I I I I I I I ' ,--- ~-- ' I ' I I I ' I I I ' I I I I ,, l ,,1')/- /•J!W-10 _ w•·' u-" ." ~ ~ -. N89'06'0J''E(SP) N89'03'22"W(COR) '105.00---- 5' HIGH CONC CURB \ -- ! ! I I -- I -- I 1/;~ OF THE SE 1/4 OF SECT .. 30, TWP. 23 N., RGE. 5 E., W.M. I ' ' , I ' ' ' ' ' CB RIM EIPb9.07 IE 6" F:CP(NE),,.55. 77 IE 6" RCP(N)=55. 77 IE 6" RCP(W)eoo55.42 IE ·12" CMP(F'-''" 4° ~ ~~;-,).) . .:... PUBLIC UTILITY EASEMENT -- CENTERLINE LINE TABLE LINE LENGTH BEARING l1 11.09 N78"41'31'W L2 127.98 . .. t.:S 202.78 N82'26'25'W u 3.61 S07'"35'W L5 11.20 S72'27'34'E CENTERLINE CURVE TABLE CUR'vf: LENGTH Cl 36.13 C2 58.12 C3 58.12 C4 39.10 CB RIM EL=82.27 IE 8" CMP(S)=80.67 I I ' I ~ 1.rrr ::i! RADIUS 2.\.00 37.00 37.00 26.00 t§P *'1 ~lli:l1El1rJrU:l CB RIM EL~90.77 IE 8" CMP(S)=87. 97 II': DaTA ANGLE 66i5'06' 90'00'00' 'oo• 80'01'09• I I I i I I I I I I I CHORD 32.B1 52.33 52.33 36.00 p•· r'H1~\~j)-.-;,,,-.t1· •' ,_.. V • -• AFN 8207140374 ---· IE 12" CMP(N)=54.11 AFN ------ 1' u1, LEGEND SYMBOL DESCRIPTION EXSTG. CONTOUR PROP. CONTOUR BY: BY: BY: BY: ---80 -------- -----80 ---·--1~ ---------- EARTHWORK QUANTITY: CUT : 5,440 ± C.Y. Fill : 2,660 ± C.Y. VERTICAL DATUM NAVD 88 PROPOSED orrcH OR DRAIN SPOT OOATION: TP -TOP OF PAVEMENT HP -HIGH POINT LP -LOW POINT TC -TOP OF CURB TW -TOP OF WAll FIRE HYDRANT FOOTING DRilJN W/ C.O. ROOF DRNN TIGHTLINE W/ C.O. PROP. ACP SURFACE FLOW ARROW CITY OF RENTON CONTROL POINT #1522 ELEV=94.57 FOUND TOP OF 2" BRASS DISC IN CASED CONC AT THE INTERSECTION OF EAST VALLEY ROAD AND SW 34TH ST. CITY OF RENTON CONTROL POINT #1494 ELEV=99.48 FOUND TOP OF 1 3/4" BRASS DISK IN CONC MON IN CASE AT THE CENTERLINE OF TALBOT ROAD OPPOSITE HOUSE NO. 3023, 55' NORTH OF THE CENTERLINE OF S. 168TI-I STREET. GENERAL NOTES: 1. All EXISTING UTIIJTIES SHOWN ON THIS Pl/\N WERE OBTilJNED FROM SITE SURVEY DRAWING PROVIDED BY lHE OWNER AND SURVEYED BY PCE DATIED 06/12/07. 2. ALL WORK AND MATERW.S SHALL BE IN ACCORDANCE WllH CITY OF RENTON :· STANDARD PL,\NS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 3. All LOCATIONS OF EXISTING UTIUTIES SHOWN ARE APPROXIMATE AND IT SHAll BE THE RESPONSIBILITY OF !HE CONTRACTOR TO VERIFY !HE EXACT LOCATIONS TO AVOID DAMAGE OR DISTURBANCE. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND RELOCATION OF EXISTING UTIUTIES WITH THE RESPECTIVE UTILITY COMPANIES. 5. CONTRACTOR TO PROVIDE PAVEMENT RESTORATION PER CITY STANDARDS FOR All PROPOSED UTIUTIES CROSSING EXISTING PAVEMENT. 6. SEE CITY OF RENTON STANDARD PLANS FOR SIDEWALK OETilJL SP F007, CURB &: GUTIER REPLACEMENT OETillL, SP F008 ANO SP F001. DRAINAGE NOTES: 1. PROVIDE YARD DRNN PER NOS 12"x12' CATCH BASIN OR EQ. RECOMMENDED FOR APPROVAL Date: Date: Date: Date: CALL BEFORE YOU DIG! 1 -800-424-5555 e x e I t e c h 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 Fll£ t~E! Q71!IC2_0.di-g Fl.OT MlE': 07/1f./'J{Jlj7 Pl.Of BY: (Ill~ run SCN..£: 1=:1 o~r- architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: PAVING, GRADING AND DRAINAGE Pl ollul'l!bPMENT PLANNING l.!:M'clffY OF AHffOM SHEET: AUG 1 3 2007 1:u:~r.:1yFp 0720 C2.0 SHEET SIZE TRUE SCALE WHEN HOR1ZONTAL LINE M~URES 1• 1N LENGTH I • GRAVEL SUBBASE MAY BE REQUIRED DEPENDING ON SOIL CONDITION PER GEOTECHNICAL ENGINEER. 3" COMPACTED DEPTH ASPHALT CONCRETE CL. B SUBGRADE PREPARATION ACCORDING TO GEOTECHNICAL REPORT RECOMMENDATIONS PREPARED 6" OF CRUSHED ROCK BASE (CRB) AC-PAVEMENT SECTION NTS 10· 6" 1 Y2" R. 1 Yz"R. DEPTH OF THROUGH JOINT ' • n n.· 1" R. • ALTERNATELY THE USE OF EPOXY BONDING AGENT, IN PLACE OF #3 DEFORMED BARS, SHALL BE ALLOWED. TYPE OF EPOXY BONDING AGENT AND METHOD OF CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER. (FOR PARKING AND DRIVEWAYS \IHHOUT SIDEWALK) EXTRUDED CEMENT CONC. CURB NTS VARIOUS 4' -7' 18" (FOR UPSTREAM PARKING NOT RECEIVING RUNOFF) CEMENT CONCRETE SIDEWALK AND CURB NTS EL=45.00 w (MIN.) 41'± 6" 0.07' ( 100 YEAR FLOW) BIO-SWALE SECTION SCALE: N.T.S. SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. ,.,, .. •• SC<l!lE UHE,I TO 8t RMI~ TO C\IRB Ml) Wl1ER + 1 /;('X4" OP Nill ON M>.1£RI~ 1/1~ Al JOI.HTS -(/2")<0" EXP"'~!Jll MAlERIAL CURB RaURtl <tll.V PA'°'°'T ;.s 1'£1! PL/\IIS SIANttAAD ct'.f.4. eom;:, C\JRB ANO <runtR SEC]QN A A 1/.2"X4" EXPA.'iSICM M..._lEffl.AL 1/4"R Af JOINTS 51:!DRE LIKES l/2"R 'ilt!Jlti" mt ffl'N>IUI. m, ·ro DC P1.1t.;tO MWHS.J' nJC: ~ 00. OtiTlm.. m.f; .Jl)kT ~"-at A. '® .k,Wf. 1/t'°II a~ O.t>.IJlrA'¥1 MA\U!M. ~ a!: PV0.11 fMIW P'.C.'I Kt P.?."Si A'f. JLL C11lm 1ifJll\lN!,;. !,':t'X(" f)1f~Mt ""'~~ iW-IJ.. ti"-~c,. ,o.t ~ t\'.1,11111'! i~ PHG.- '!llt: c,:,,iat(il: wix roit Q:IC#ALK:1 ~ tGifO!Qil ro »u: t'lllWrmit11m o, w.s.11 s (,/>."} 'in'-=li -111- llrnl.11'~T. ~ ~ M<,i.,tJ. l',l\lt A 01ll:)(M fW!iH 11111'1 AU. f.QD W.YN:1-A :1 1/2°' TOt.)UJ) F'.t'lt!SH, ~ ~J,!;Uli'J ~ Iii: !illl: (WCDllW PRIKl.lill). a:M. CONc. c:uRB mo ounm II PAIIEMENT AS PER: PLA!i'.i -.':H/1;.tiOM!J '1,!:M, !X!tJ(;, CUR8 MID r.,,mrn SECTION 9 .. fl 1'YPICAL STD8lf.!'ILK AD0P't£I) Cl-IT 01" JITTm,11( st.i;Stwm PLOOJ c::: J:SOMt.TRIC Y.i:W f. ,h;w:,.'\d pfcx:~,. dr1:11Mf' I\Ncti.i,.... )lncUon bu~n or ct.lier ob11tru~\tl'A1J lri front f}.f romJI 01;e,it;;1,11 ll.JN& ~-Cttte.;t®l• wQ111~ Pl!tt'lrM m~y bl' ir.r9!1t,.J by anr m,i~od tM\ wiU W'!lt!'t tnt \n.n.rnfo~ d.;irrm <11munlor;i1 Q'ld $1>«lri.,I $!04IIJ1. _,, CWP Qnd 91,1tltr 1hotn, SM ihc Ccrttn1c:t p[(tlt tr:Jr ,n.o ~rt duJ91'\ '$]}11Clfhr'II'. SM St.ii, (tJ1m f .. 1 11'11' ~ d1trJ~l, ,4, Tile pM v[~lt'# fO( SOEYIAi.K ,tu.l/,fl M!S 1a 1C & 1D or• jlto\'laed lo d,fit1i, &<1cll r,r,mp twe.. Sea thil fl.MIi) 0'7-'ll. Ml U,ta _,...f. $._ '5;tc:l, Pf~ r ... 1 ~ .-i,r,11',ll< ~ht ~<:ie.-i'l'I .. M <:!M d•U!lt~- .S. ~l.\m~ •~•$ :fll"JU not ~ $'111:~ t>i,;111, 1~: 111, (l, Ille ,dHllJltr thi:a:ij IM"1'1'1H W 1kl<t crty tk, i:vrb ramp 1~, mt;1;1tf-an, 1Jlk'Wltl<a1n11 111rn.l prof~n 1'.111 ·foti euV.niHo~ ~" ,i;,.1 +\\cl; W -tha QYrb ~D "1'1thlr1 \11-11 Pf'O~l arer;, 1M r,,u,f~l);i aMII ~N:r"IJ<1 <:-f<ll·Yj,jl~ lilfDm'latlor1 lo dttl!1ml1111-o~ -uo11E> &lop-ff ood twnnln!ij ~0..1*8 ~,f w~t, cu11J mmp <J1d 'Ir-JI b~ 1:h'IJ•;ktQ for N)A 11UlE11ALK RAltP 'NPF.S 1A, IP, 1C & ID SJIB!' I OF 3 AllOPIED ,;:,11' i/f tmffllM Sl'»;lJMlD l11.&lal FINISH GRADE 5• -..--H-i--2-1/5 CONT. ___, __ AB CAPSTONE SEGMENTA MASONR RETAINING AU. GUARDRAIL t?IMEiJSto('J f'ol i-l'T 0\J f'l.Atl 6" , S1EEL BARRIER TUBE 1'11TH vffiT. SUPPORT @ 10' O.C. j'-0" 2-1/5 X C:: @ POSTS 6-1/5 @ 6' CENTERED @ POSTS #5x6' -o· @ 1 o· CENTERED ON POSTS CONCRETE BARIER CURB /j5 CONT. @ 16' #5 CONT. @ 10" STAGGER SPLICE LOCA 110N GEOGRIO REINFORCEMENT LINGTH VARY PER WAU. DESIGN (SEE SCHEDULI) GRANULAR BACKFIU. PER / PER MANUFACTURAL'S RECOMENDATION ?Sf DA11: C-4/~, "'" .. """· e !.$1' ~1& 04,/0-t ,...U------_____J SHALLOW 'V' GROOVE IF MONOLITHIC. 3/8"x4" JOINT IF SEPARATE CONSTRUCTION TYPE 'E' CURB EL=46.25 w ~;, (MIN.} TYPICAL SIDEWALK SIDEWALK RAMP 4• DRAIN TILI (DA YUGHT TO DRAIN) NTS NTS TRENCH WIDTH (SEE NOTE 3) RETAINING WALL 1& BARRIER DETAIL NTS 610::SWALE SPECIFJCATIONS 1.- 2.- 3.- 4.- SEEDING SHOULD BE DONE IMMEDIATELY AFTER FINAL SHAPING IF COMPLETED DURING THE PERIODS OF APRIL 1 THOROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31 (IF PIO BETWEEN JULY 1 AND AUGUST 31 IRRIGATION MAY BE RtQUIRED SITES WHICH CAN NOT BE SEEDED DURING THIS TIME PERIOD S OULD BE PROTECTED UNTIL NEXT SEEDING PERIOD WITH MULCHING PERMANENT VEGETATION MAY BE IN l_HE FORM OF GRASS SEED MIXTURES, SOD OR WETLANDS SEED[JUBER MIXTURES. SEED SHALL INCLUDE THE USE OF SUPPLEMENTAL MATERIALS, SUCH AS MUCH. SITE PREPARATION-INSTALL SURFACE RUNOFF CONTROL MEASURES. SEEDBED PREPARATION MAY INCLUDE THE FOU.OWING: o. IF INFERTILE OR COARSE TEXTURE SUBSOIL WIU. BE EXPOSED DURING GRADING, STOCKPILE TOPSOIL AND RESPREAD IT OVER THE FINISHED SLOPE AND ROU. IT TO PROVIDE A FIRM SEEDBED. PIPE ZONE BACKFIU. (SEE NOTE 1) • "' l,J 6 85% 0.D. N (SEE NOTE 4) ~ a: CONCRETE AND DUCTILE IRON PIPE GRAVEL BACKFIU. FOR PIPE ZONE BEDDING (SEE NOTE 2) PIPE ZONE BACKFIU. (SEE NOTE 1) TRENCH WIDTH ·1 (SEE NOTE 3) ----- THERMOPLASTIC PIPE TRENCH WIDTH 1 · (SEE NOTE 3) • "' • "' ~ c:i w 6 NOTE: PROVIDE BARRIER TUBE AT NORTH AND WEST WALLS WHERE FlNISH GRADE AT BASE OF RETAINING WAU. EXCEEDS 24' BELOW PAVED DRIVING SURFACE. CLEARANCE BETWEEN PIPES FOR MULTIPLE INSTALLATIONS MINIMUM PIPE SIZE DISTANCE BETWEEN BARRELS 12' to 24" 12" ---b. IF CONSTRUCTION ALLS HAVE LIFT SOIL EXPOSED WITH A LOOSE, ROUGH, OR IRREGULAR SURFACE, BREAK WITH A CHISEL PLOW OR OTHER IMPLIMENT. GRAVEL BACKFIU. FOR PIPE ZONE "' d N CIRCULAR PIPE >------- (DIAMETER) 30" to 96" DIAM. /2 FERTILIZATION-AS PER SUPPLIERS RECOMMENDATIONS, BEDDING(SEE NOTE 2) DEVELOPMENTS ADJACENT TO WATER BODIES MUST USE NON- 5.-~ c:i l,J d ~ -102" to 180" 48" PHOSPHORUS FERTILIZER. HYDROSEEDING APPLICATIONS WITH APPROVED SEED MULCH- FERTILIZER MIXTURES MAY ALSO BE USED. 6.- 7.-SEEDING: APPLY APPROPRIATE MIXTURE TO THE PREPARED SEEDBED AT A RATE OF 120 lbs. / ACRE. COVER THE SEED WITH TOP SOIL OR MULCH NO DEEPER THAN ONE-HALF INCH. WET BIO-SWALE APPLICATION SHORTAWN FOXTAIL WATER FOXTAIL SPIKE RUSH SLOUGH SEDGE WATER PARSLEY SCIENTIFIC NAME ALOPECURUS AEQUAUS ALOPECURUS GENICULATUS ELEOCHARIS SPP. CAREX OBNUPTA OENANTHE SARMENTOSA SPACING ( ON CENTER) SEED SEED 4 INCHES 6 INCHES OR SEED 6 INCHES METAL PIPE • "' FOUNDATION LEVEL~ NOTES PIPE ARCH 18" to 36" 12" - (SPAN) 43" to 142" SPAN /3 METAL ONLY o-----------·------ 148" to 200" 48" 1. See WSDOT Standard Specifications Section 7-08.3(3) for Pipe Zone Backfill. 2. See WSDOT Standard Specifications Section 9-03.12(3) for Gravel Backfill for Pipe Zone Bedding. 3. See WSDOT Stondord Specifications Section 2-09.4 for Measurement of Trench Width. 4. For sonltory sewer instollotion, concrete pipe shot! be bedded to spring line. PIPE ZONE BEDDING & BACKFILL N.T.S. GEOGRIDS REINFORCEMENT SCHEDULE HEIGHT OF WAU. H (FT.) GEOGRID LINGTH (MIN,.) L (Ff.) 4 3.2 5 4.1 6.5 5 8 6 9 7 10 8 11.25 9 12 10 13 11 (NOTE: vffilFY WITH MANUFACTURER FOR REQUIRED LENGTH) RECOMMENDED FOR APPROVAL Date: ___ _ BY: _______ _ Date: ___ _ BY: _______ _ Date: ___ _ BY: ________ _ Date: ___ _ exeltech 401 2nd Ave. S., Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-010 FU.E tWIE: 0721.X.'2.2.$19 Pl.OT -!JAi£; 01/16/2001 PlO'f Br: ¢rrl¢ PLOl SCM.E: 1=1 architects 607 SW Grady Way Suite 210 Renton, \NA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: PAVING AND GRADING DfiiEJv.A,lbSrr PLANNING 'cm OF RENTON SHEET: 'AUG 1 3 2007 RECE!VFl'I 0720 C2.2 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" !N LEN.GTH • • FLOW RESTRICTOR INV=46.50 4'x4' SUMP A L INV=59.62 Iii 1 • ... 4' ~_J_ ..J ~ -N> • 0.0% .1 20 1 12' PVC INV=46.50 2' • I 1. BAFFLE OVERFLOW DETENTION VAULT 58'x33'x14.83' (INSIDE DIMENSIONS) REQ. VOLUME=25,000 C.F. ACCESS MH L WITH SOUD LOCKING UD (lYP.) B DETENTION VAULT PLAN N.T.S. ~-______ 4:~~ "'~-= ~~~ -"~----::-~ TOP OF VAULT EL = 62.0 DETENTION VAULT SECTION A-A N.T.S. NOTE: SEE STRUCTURAL PLANS FOR DETAILS ~---,-PROPOSED FINISHED GRADE ~ ~ ~ EL = 46.0 A _J < SE 1/4 OF THE SE 1/4 OF SECT. 30, TWP. 23 N., RGE. 5 E., W.M. LIM IIAmll.l: QIAl.1. tc ,11n~ ~ Mol,tf,lfA(tlUJt(lf.S, ~[li.110M9 !t:J.11:.-S. I :SHtA.fi CAn'! !ilfAIJ.. ,tit ,\1,1,11,tlijl,M; NJ.I.JV POI ~ l;u2$-1:~u~ «i ' CASf ;RON ,\S"i\C ffl tu$$ ,jl)tlc A'$-IU:Ql.llt!tc(,, ~. GJi-:t: !IHALL tt r aNE:ffR roo ptp(" 12 .~ DR LCSS fl 11:tltli!mt u• ·0""4tTUl TOO PPlll OIID'r,;u;t lf'l'°'loo ~2', .:;. ~·,: s;.IAU, 'et XtN!P 10 ru; .$!CllUN BY ea.:~ ffi!WJC)i f\AAM. ~-lll'~ ROO-; ~ ~Cllf1IO 8V Wit \1111» tt.wou: fXTE/iaN'l' 'ltl 1WTlffl ~t f'IVJT ;JF l'.O'.!;]t 1..Ml A0.U'JT..1i'31..£ HOOlf l!XII J-".4SlDIED :ro Fff.lJIE <JR lJl'JIER H~. s. Gl>:i-.: '!if-V.i..i. wi,t (ll');N titYCNO nt. il.!AA O'EHrnD ·s1 uwnto oo« lri~iM~r, S!oP TA!, Qlt ta.It -Omtl! «'t\t:i. e. 1.i:WOO'l£ I.JJ91!:€R" ~!kl Rt~ atJWW'tl ~ ti"1W'llMG 1~ .ltiQ. CA.rt Fl.ll1IGt 1. MAfkG Sl!IWA.Ce i:, ill MO &ob't 11, ti[ ~Et) tOlt -~ nr. J.1: r 1• d!OO Olt ~ 1JI ~~Ttt U'1 IWP& OWG, NAM~: !l03J SP PA<::E: ao,J ..,.., 11£V, ""' ...... 1. a:-., .,. .._ """ "9W vo,IW th!<ll k -l<who<t In _.,_ allf> tt.. ~~b !Qr CuWi a-'T"ffltl' .1. :5-4" mb~ 1'Jr;lnl,lltt, a. FM r;llllQll1 ~ if'lldl m~ ffilW, lttpt., ~ DIW lqi. 1"1<11i, Nit SW.N'CI ~ ~ C4rkb 8nh 01tl4ft•, J. ,-.. MIPP«:t. and rlll'!fkrtor/~ ~ N ll' Im• llll'1'0 ~ .-4 " ~., ot :.• ~ 'Pft...., 1;,-, '$/r llfil. -~ J:tnl ·~ boll10,~r( iii~ ~lt'ffl4. T .... ..-.hi=t...,/.,.,._..ltmt '*"1,tl .... ~ fmm .il8!l" ~ -, .M4 Ft..ffl CR1minl;U1c) ,tffl. OIi .064 ... 9:~l~fllm:I II-HI ~ Ir, 9'(<,I'~ •M .__._ I I AMl-l'm " J&. ;J 1!;6.. Cl'ld lot :;il7-4, ~1'4 ttltl ~ ~M ft*11unlln • .&. ~1 1<11141 hi 1/-~ll~ '°' Nml (It •'3;1t'm l)~lt .rtt,, II~ C~!J !t:r:d ~ ,~iNd oo~ o!p,11,, w 'ilr®htd i..,10 th# ~ or t;i,,114r1r.. a,'511t. 0. TM' _.-tr.;.;;. ,uo-.t.m i;,t iM 1~/1tp<lllllP' llllllll k<I th. ~111 lllll!M~ " l~ n.:iilwrdol w~ .plp,tl,, 11u,, -en r 1,11111~ ~r. 1', Frumti ~ ls;!Hw Ir ltflil11 Ml lit !tld Of/~~l ~ IJtab :: ~~~~:1:~':t.., Iii"~ 1al,. C,. Fl"\fflltl Q, ,~ ~ Wl1:I (-i.'I '11"7 n'lnf~ IS,. M.IIU-Oflflc,t-_.. 11'.1'1-li/ ff illli:o1N' ~• 1itunn Cl' 11M i.,q VIW .dctlo cil tlw 111 ~>I Jr,i,Hw-CffDT'JMII', 'SIH «ii ~ ol1ll'5 plowntri! t9 ~ fflW,MWfj by tlJQ £r!rihfff, II, ltinitoil;lDI' ij11Dfd •"11 ~ 1Jlll il*"tn.;I lti irtit t911{r,i,,::! JA!in•, Omit 1)"'1tl I( t.-~ ;tAvika '111!1). ~"4 i'lt*llhf 1-1, tut wt nl*lfl'l .-.J ~k. iO.. ~f"tt: -Aii.ioinbuim ~ ow ~ g .... lG~U-321, -o, .cod ~CWI ~Jr; .ua CI01,$ m 1J1 .,_n,1, .. \Jn Hland6• tMII" u.:i =r \>.i~ ,..1,n 413~ ~ 111 N,Q\lff',l4, ~ R11W QIIIMtt m!foliMI !ttl•• tiw ·/M1JnlVl9: kii'!l)f cnll ~1'5 W,;D, ...,~ .,.~ of -1111 IYldl l>ad.)' I-If btt mcdtir,lfd mt pn,pw fit. -F'lOI\Of ~ kl~ ~ btt .l/!" dl,;p;r;,lDr M~ ,t=!. 11 N-1, .. ,...t, 'l.1!w1MtV•t-ii "'r.-,,,. 1,,. ..,_., ,,,._,1 .,., <1>rw,. t>-tt .,.., m;i;,i~'11.tir.,. !)ljl\l'.l,llltll tl\4y 1'IIIOl \M :1'11Gttl1oi ~Klfl(,'JUOltto M°l)l'I 11ri-, 'I~ 0 ~1.1 :,~, ~!> 'J/a boll (tdft ftlr 'bolllt~llil W lh• Ii~• ~-.i:UM. 12. Cl1Qno1,1t t;tf lflQ!J mX ~ k.YM\I ~l'M r;"ll',f ~ ~ ~ Oil> '1il!l:4 (ipk!Jru; 1Jf C?I•'" .,.,., ~ QII:(!!!; bf l,tf,illl><;; hlrtlfr, _,,..,,t,. ~l•19 1""' "" --~ <t,,.,,l;e .... NOTCHED GRADE BOARD 2' X 2' NOTCHES END CAP OR PLUG CLEAN OUT WYE FROM PIPE 4" PERFORATED PIPE LAID FLAT/LEVEL lYPE I CB W/SOUD COVER (LOCKING) A 18" o.c. ~ ~ II '' : 1---1-NFL_U_E..;.NT_P.ulPE (MAX DESIGN PLAN NTS FLOW 0.5 CFS PER TRENCH) CLEAN OUT WYE FROM PIPE 4' PERFORATED PIPE LAID FLAT l'l!TH HOLES-DOWN CLEAN ( </=5% FINES) 3/4' -11/2' I/ASHED ROCK FlLlER FABRIC 4"X 4• SUPPORT POST *15% MAX FOR FLOW CONTROL/WATER QUAUTY TREA Th4ENT IN RURAL AREAS. SECTION A-A NTS FROP-T GATE DETAIL FLOW RESTRICTOR/OIL POLLUTION CONTROL TEE TYPE LEVEL SPREADER DETAIL AT BIO-SWALE DISCHARGE ROUND MAINHOLE COVER WITH -~ LOCKING BOLTS MARKED "DRAIN" ~ (SEE SP PAGE B074) EL 63.67 HANDHOLDS .... f.. . .. . -\.•,;. .<\. ti... : ,, • "> • . .... ~ l, .... . ' ' a ' • ' •. :. : <, --' 'I"'' •, ··:·. ; -' ... '' ,, ' -• "''. .. :"'..;;_ '. .. ... ~ _.; ;, ·1,-~ SL MAX. W.S.=59.19 N.T.S. === ~~ "' '!.,. :,,. i----~ ~ • • ,. ~I .•• ,,... ;t-/.i. •• - ~7, , .l>t, .; : "-• •• t.:: .· ,_ ,• ·. •,, ,.•,. ,;·.'~ ·." !:, . ·, . .'· i • <O I N BOT. SLAB = 60.83 OVERFLOW ELEV. = 59.50 STANDARDS GALVANIZED STEEL LADDER/STEPS i'.~ _;:, ...--PIPE SUPPORT (SEE NOTE 3) -• 3' x .075' ALUMINUM OR SHEAR GATE~ 000 STORAGE I -.• r f. . ., • : .:l; .., • . . • , . : ..t' . ' -. "" ···~ .... :1r,.; ., .• 1------''--...;··_;...;,_...;.. ..... _.....,' .• ·• ' .. ' ·' ,• ·' :z ::a 'b I N :z Se 'b I N • 1111 48" i,.., •• • •• .079' STEEL ·<.,·" J.1--+.oc,. +----SEE ELBOW DETAIL , " ··' ELBOW IE = 53.00 ORFICE SIZE ~ 0.5' OUTLIT PIPE (SEE NOTES 5,6) ,~1~ "--INVERT ELEVATION = 46.50 • ' , l RESTRICTOR PLATE WITH ORIFICE = 0.5" (SEE NOTE 9) J--..1.--,.--,.......---,--.,-~ ·; /1, • ••• -1 • ~ '. "' •. ~ ',/·· <J • • ": , ·: :· 'A --,.4 ~-~ .. "" •• <: -:a '" RESTRICTOR INSTALLATION DETAIL N.T.S. NOTE: SEE NOTES ON SP PAGE 029. N.T.S. VARIES BEDDING PLUG WITH "O" RING SEAL (TO BE SECURED WITH WIR~ AITTR FINAL INSPECTION) 4"/6' RISER BACKFILL AROUND RISER TO BE HAND TAMPED 4'/6' 45' BEND 4' /6" 'If([--..... "'----·'"' ,· " 4' & 6' PVC CLEANOUT DETAIL NTS NTS NOTES: 1. THIS lRENCH SHALL BE CONSTRUCTED SO AS TO PREVENT POINT DISCHARGE AND/OR EROSION. 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 FEET TO ONE ANOTHER. (100 FEET ALONG FLO\\UNE) 3. TRENCH AND GRADE BOARD MUST BE LEVEL ALIGN TO FOLLOW CONTOURS OF SITE. 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS LEVEL. RECOMMENDED FOR APPROVAL Date: ___ _ Date: Date: ___ _ Date: ___ _ exeltech 401 2nd Ave. S,, Suite 205, Seattle, WA 98104 Phone: (206).623.9646 Fax: (206).623.9658 Project No: 0720-01 O Fll..E H/1.ME! 07lilC3.1.dll'g PUil llATE:. Cll/18/XfJ7 PLOT Hf: cmi; fl.ITT SC&f! J .. 1 o.r. architects 607 SW Grady Way Suite 210 Renton, 'vVA 98055 425.226.3522 Phone 425.226.9115 Fax ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: STORM DRAINAGE SECTIONS A~~~Tl~J~~ CITY OF RENTON AUG l 3 2007 AtCE:ivEb 0720 SHEET: C2.3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1• tN LE.NOTH I • (3\ ~ • C> I "' ,, PER PlAN '" !="" T&B RBNf ~----------------------------h - I I ' 11 Q ' " .. ~ !P. ~ I,: / #5@ 9'----.... • 4 • • 4'-0' . d'· • I PIT PLAN . . • • . 4 . <1 ·4 . . <14 </ . d ... <J . . 1'-6" #5@ 9" O.C. @ EDGE OF SUMP, (TIP.) I I I ~ 4 • . -q. .. • • " 4 .j .. SIZE & SPACING TO MATCH SlAB REINF. 6'-0 11 @) ~CTION @ SUMP PIT I I I I I I I I I I I I I I I I I I - / }-,SlAB T&B REINF. PER PlAN I , ' I I I I I I I I I I I ~ i 1;2·=1'-0" INDICATES STEP FOOTING SlAB T&B REINF. SEE PlAN <I "1" . <J 1/2"=1'-o" • SlAB T&B REINF. / I 14\ ~ SEE SECTION FOR 7 WALL REINF. ® M.H. SCALE: PLAN . • " ' ' " . ( ~ r;::: ...... ,1-. ,. ~2'-0' " tCCESS ''-.."-. M.H • .// -, ~ \ (4) #6 ADDED SLAB T&B REINF.EA SIDE OR OPNG. 1 ' ' :1 ' ' - ' ' ' #6 HOOP 1/2"=1'-0" COORDINATE YI[.-, clVIL DRAWINGS 'I'- _,,.,--#5 @ 12· --,----';:-.,,,--.----.;--.---.li~'7-#6 HOOP x 2'-6" DIA. r.i • <J• •• "1· •• • ti Ll •. --FOR WALL REINF. SEE 1/VS-1 0 ~CTION @ M.H. 3/4"=1'-0" . ' 6'~ STD. G ALV. PIPE -- (4) #6 W/ #4 TIES @ 6' O.C. -............._ C. SLAB VAULT CON SEE PlAN FOR REINF.\ <!· Ll 4 .,1<'.l. . <l _, ..---. .. <l . "' NOTE: 2' O' SQ - ----7 ------ </ ~ 4 I ' I . J . I I .Jl.i I ,ii ' ' Ll <J ' I I <J i--.. I I ? . '-' I 14 . I I <J <'.\ J I I I Ll Li . 4 4 I <J . <J . J 4 4<1· L\ 4 - SEE CIVIL/ARCH. FOR BARRIER LOCATIONS. : © JJc~ICAL BARRIER SUPPORT ' • <O I "' -., • L\ . .::1 <l .. .. I 1"=1'-0" C MENT pi.ANNING DEV7\-~ OF RENTON AUG 1 3 2007 RECE':J ' . 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax A ~··· _J <{ ::z: 1--0 ::z: (/') Lu (/') :::::'iE Lu CL LL. 0 0-.1 a:::: Lu CL> 3: Lu 0 Lu -Lu >u >-LL. Lu LL. _J 0 __. -<( > ISSUE: ~ (D -=>.,,. (/) '° • 0, ,., ~ rri \II' c~ Q) ••• >~o .c;( :g z v ""' "' C ._.. +"' N •• U " <l> C •--. CD L!)Oe -.c "' a_ a. !..{") I-!..{") l...i.J 0 LLI 00 a:::: O') I- (/) :z.: 0 :c I- I-(!) r--:z.: I'(') -:c :c (/) I-<( => 3= C) (/) ~ :z.: >< C) >< I- -..:;I-:z.: LLI 0:::: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: SECTIONS AND DETAILS SHEET: VS-2 SHEET SIZE TRUE SCALE WI JEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • - r SEE A/VS-2 FOR SUMP - I -- ··.--· -_._,~·-/ . .J~.·-· -' .-t'-'-·'--"-·--t'·~·~·· -·~· -~-· -·-· _,_. -·~...--· ·-· ~··-· -._ .. _.· ._·:~:r-·;~ ... _. ~--r--· ._:_._.,_ ... _· -·-· --....;c .. ;..' -·.:.-,· j : I • I . ·, I , . ·." I I I I _J . ·'! ••• ·11 • ~-•• • •• ·· I' t • ..• -~ --~ @ "' -.. . .. l,cc'.:._ _____ ------·-___ , ---"--#6_x_11_' -__ 6"_@_9._0_.c_. _BO_T_. --t-----j----------= , '· • ~ #6 @ g' O.C. T&B !""--------------,,,._~----------·-·--·-· -~-·------·--==" . ' ,, '------,......,---1-~--+--~-----~-,,---.--+~.,..,.,..---+-,-,-----,--,---,,._.,. .,. ,: .• ~-~:·· ,': 6. -·· ..... -~ ·~ •. ~ •· .. ··" . " ::. -~-···-. ·-~--, ·:-~. < •• •• •• ,;_ •• -- DETENTION @~~D. PLAN VAULT PLAN BOT. SLAB 1/8"=1'-o" SEE F/VS-2 REINF. INFO ( ARCH. DWGS LOCATION IF\ \'!YY FOR SEE FOR / WALL REINF. TYP. - I ~ "a:, -·- @ . I I u d . "' I @ I "' -I ·--I I I l-----~ ----------------.---i------r-----1-------------~-----,---1------ I #6 x 11'-Q"@ 9' O.C. BOT. r::.: ~,\ I o_J :_:,; I -· #6 @ 9" 0.C. T&B I I I @1L L_ I_-------------------r-----~ NOTE: 1. STAGGER SPLICE LOCATION FOR TOP AND BOT. BARS. 2. SEE B/VS-2 FOR ADDED REINF. @ M.H. 3. SEE CIVIL FOR LADDER. DETENTION @J2P SLAB VAULT PLAN IA\ ~ PLAN I, I TO C ELEV 62 oo' ... 7 -·-· I \ I I I I I -- I I -----------1 r---------i I -=-1 I I I I I I I ________ _J T.O.C. ELEV. 62.33' 1/8"=1'-o" 6' o· - ~ 8' ·1 -------------------------------------,··· ---------·-·--------------·-----------------------------~------------.. ·-· ------------ ~ WAll BEYOND___/'- Ii 1#6@ g• o.c. , I . . . . I / . /~ . . . . / OMIT HAUNCH @ M.H. . . . . . . . . ' 1, 1·-0· 1, 1 1 1'-0' TYP. L----Q6 @ g• o.c. ~--WATER5rOP CONT. TYP., @ ALL EXT. WALLS SECTION 5. <..) a... 'h ~ #5 @ 9' CONT. STAGGER SPLICE LOCATION #6 x 11'-0"@ g'\ 0 I -- "o I -- ' l 61-011 1 (D1--;-cJ-f-lC_A_L_D_E_T_A_IL ______ 11 _t·=_1• __ 0 .. . -- SLOPE -'\.. /" . . . I ' . . ~ 2'-o' . . X #5 x~ ( g' O.C. TYP. t= -· . . -~ . . . . BAFFLE OVERFLOW SEE CML . . . • . o· 1,1-I, 1 1 2' CLR. ~--12' ~ ORIFICE SEE CIVIL Q5 @ g• CONT. STAGGER SPLICE LOCATION #6 @ g' o.c. • 0 I ' N -/,., . . I I I "' 3'-0' (3) #5 CONT.~ TYP. r--"' . . . . . . . ' ,. . ~- • #5@ 12· --- #6 @ 9• o.c. '\ . . . . . . . • ..J, 1'-o· i, 1 'I WALL REINF. TYP. T.O.C. ELEV. 64.33' I' ' 0 I "' #5 @ 12· o.c. CODES AND STANDARDS: ALL CONSTRUCTION SHAll CONFORM TO THE REQUIREMEtlTS OF THE FOllOWING: 1. INTERNATIONAL BUILDING COOE {!BC) 2003. 2. AMERICAN SOCIETY OF CML ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SEI/ASCE 7-02. 3. AMERICAN CONCRETE INSTfTUTt, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC! 318-02. 4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION {AISC) CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (DA TED MARCH 7, 2000) 5. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, MANUAL OF STEEL CONSTRUCTION, AllOWABLE STRESS DESIGN, NINTH EDITION. GENERAL: ALL DIMENSIONS AND DETAILS SHAll BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION ANO CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, COORDINATING WITH THE CONTRACT DRAWINGS ON THE SIZE AND LOCATION OF ALL OPENINGS THROUGH CONCRErE, VERIFYING SIZE AND LOCATION OF ALL MECHANICAL AND ELECTRICAL OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING ALL INSERTS AND ATTACHMENTS FOR THE USE OF OTHER TRADES • ALL SHOP DRAWINGS FOR THE REINFORCING STEEL, STRUCTURAL STEEL, AND MISCELLANEOUS STEEL SHALL BE SUBMITTED TO, REVIEWED AND APPROVED BY THE ENGINEER PrllOR TO FABRICATION. THE BUILDING FRAME (FOUNDATIONS, WALLS, FLOORS, AND ROOF SYSTEM) HAS BEEN DESIGNED TO WITHSTAND THE DESIGN LOADS WITHOUT EXCEEDING ALLOWABLE STRESSES. CONTRACTOR SHALL TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS BUILDING FRAME AS A WHOLE IS COMPLETE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AtmiORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE ANO/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. FOUNDATIONS: 1. FOUNDATION DESIGN IS BASED ON THE DRAFT GEOTECH GEOTECHNICAL REPORT, BY GEO GROUP NORTHWEST INC. INCLUDING THE FOLLOWING SOIL PARAMETERS: NET BEARING CAPACITY (NATIVE) 4000 PSF BEARING CAPACITY ON FILL 2500 PSF EQUIVALENT LATERAL PRESSURES PASSIVE RESISTING 350 PCF DRANED RETAINED, YIELDING 35 PCF DRAINED REATINED, NON-YIELDING 45 PCF COITTICIENT OF FRICTIONAL RESISTANCE 0.35 2. All EARHIWORK AND FOUNDATION PREPARATION SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. DESIGN LOADS 1. DEAD LOADS {D) GENERAL 2. LIVE LOADS {L} D = ACTUAL WEIGHTS OF ELEMENTS & THE SOIL LOAD 50 PSF FOR PARKING, ALL AREAS 3. SEISMIC LOADS SITE SOIL PROFILE ,s_-~-"" ,-:,__ '•"-' ,., -C (PER GEOTECH REPORT) MAPPED SPECTRAL RESPONSE ACCEL SITE AMPLIFICATION COEFICIENTS DESIGN SPECTRAL RESPONSE ACCEL SEISMIC DESIGN CATEGORY Ss S1 Fa Fv Sds Sd1 D = 1.388 g -0.474 g = 1.0 = 1.527 = 0.926 g = 0.483 g STRUCTURAL CONCRETE: 1. All CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301 (ACI 301 ), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." THE CONTRACTOR SHALL KEEP A COPY ON SITE FOR REFERENCE. 2. ALL STRUCTURAL CONCRffi SHALL HAVE AGGREGATES CONFORMING TO ASTM C 33 AND SHALL HAVE AN APPROVED WATER REDUCING NON-AIR-ENTRAINING ADMIXTURE ADDED AS RECOMMENDED BY THE MANUFACTURER. 3. DESIGN MIXES FOR CONCRETE, INCORPORATING CEMENT OF ONE BRAND THROUGHOUT, TOGETHER WITH THE REQUIRED ADMIXTURE, SHALL BE PROPORTIONED PER AC! 301, FOR A SLUMP IN INCHES LESS THAN THE MAXIMUM THAT IS TABULATED. THE MIX SHALL BE TESTED AND APPROVED PRIOR TO USE. MIN COMPRESSIV MAX AIR CONC STRENGTH W/CM CONTENT CLASS AT 28 DAYS RATIO (% VOL) All 4,000 PSI 0.40 5 1/2±1 1/2 THE MAXIMUM ALLOWABLE WATER/CEMENTITIOUS {W/C) RATIO FOR CONCRETE CLASSES INDICATED ABOVE SHALL ACCOUNT FOR WATER SLUMP FROM ALL SOURCES, INCLUDING ADMIXTURES AND THE MOISTURE CONTENT OF THE FlNE AGGREGATE. MIX DESIGNS MAY BE PROPORTIONED ESPECWJY FOR PUMPING SO AS NOT TO EXCEED THE MAXIMUM SLUMP TABULATED FOR EACH CLASS WHEN MEASURED AT THE FORMS. APPROVED MIX DESIGNS SHALL NOT BE MODIFIED TO SUIT PUMPING BY THE ADDITION OF WATER. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, TYPICAL. WHERE BARS ARE TO BE WELDED, PROVIDE BARS CONFORMING TO ASTM A 706, GRADE 60. 5. NO REINFORCING STEEL MAY BE WELDED EXCEPT BY APPROVAL OF THE ENGINEER PRIOR TO CONSTRUCTION. IF, FOR ANY REASON, AN ARC IS CREATED BETWEEN REINFORCING STEEL ANO WELDl~G ElECTRODE, THE REINFORCING STEEL SHALL BE REPLACED. 6. REINFORCING STEEL MARKED 'CONT' (CONTINUOUS) SHALL BE LAP SPLICED IN ACCORDANCE WITH ACI 318. 7. CONCRETE SHALL NOT BE CAST WHEN THE AMBIENT OUTSIDE TEMPERATURE IS 40' F OR LESS. CONCRETE SHALL BE PROTECTED FROM FREEZING FOR 24 HOURS AFTER CASTING. COLD WEATHER PLACING OF CONCRETE SHALL BE PERMITTED IF IF A PROCEDURE, COMPLYING WITH AC! 306.1~87, IS SUBMITTED TO ANO APPROVED BY THE BUILDINGS DIVISION. 8. PRIOR TO CONCRETE WORK, REFER TO ELECTRICAL,' MECHANICAL, DRAWINGS FOR ALL INSERTS, GROOVES, ETC., TO BE CAST IN CONCRffi, ANO FOR LOCATION OF PIPES, DUCTS, CONDUITS, ETC. 1 9. REINFORCING LAP SPLICES: CONFORM TO ACI 318 ~BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". I I [ ! ! i architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP -' <( z 1-- 0 :z.: U1 La..J U1 :'2: La..J o._ I..,.... 0 o_. a::: La..J o._ > La..J ;3::o La..J -La..J >u >-L,.... Lu L,.... -'O -' <( > ISSUE: I-- Lu l..&.J e:::: 1-- V) ::::c 1--r-,.... I") ::::c I--:::, 0 (/) >< >< -..:::t LO L.(') 0 00 O') :z: 0 I- <.!) :z: -::::c V) <( 3: -:z: 0 1--:z LL.J a::: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: VAULT PLANS AND SECTIONS & NOTES SHEET: VS-1 SHEET SJZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH • • l -1 - • ro <1-- q REINF. TO MATCH FTG. REINF., l'r'P. CONCTRACTOR OPTION q; UNDISTURBED EARTH TYPICAL STEPPED FOOTING DETAIL SCALE: 1"=1'-0" @ T-WAli INTERSECTION ALT. CORNER 3'-0" l'r'P. f-*· ~.... ~:::;;:::!::::::.:::J. CORNER REINF. I BAR BENDS EA. HORIZONTAL REINF . DIRECTION <l CONC. OR CMU DOUBLE LAYER CORNER BAR DETAILS 1''=1'-0" ( 1) #5x4' -o· IN SGL LAYER REINF. OR (2) #5x4' -0" IN DBL LAYER REINF. ------ (2) #5 CONT. FULL LENGTH OF WALL ---- 1 BAR SAME SIZE AS WAli REINF. ALL AROUND OPNG. (1-#5 MIN.) 2 BARS SAME SIZE AS WALL REINF. Ali AROUND OPNG. FOR WALLS 10• OR GREATER ((2)#5 MIN.) NOTE: FOR SPECIAL REINFORCING, SEE SECTION OR DETAIL OF SPECIAL OPENING. HOOK WAli REINF. OVER TRIMMER BARS, TYP. OPENING OVER 1' -O"IN EITHER DIRECTION MIN. WALL OPNG. REINFORCING SCALE: 1 /2" = 1 '-0" --· ·,;,.- 2' -0' MIN. OR HOOK, TYP. I I !, I !t f -----~--- .r.b architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax __J <( LO :z: 1--LO 0 I-LL.I C) ::z:: LL.I co (/') LLI a::: O") (/') :::::iE 1-- LLI a_ (/') :z: L.,__ 0 C) 0 ::c 1--__J 1--(..!) 0::::: LL.I r-,... :z: a_ > I'(") - LLI ::c ~ 0 ::c (/') 1---<( LL.I :::> ;3:: -LLI > 0 u (/') -z: >-L.,__ >< C) LLI L.,__ >< I- __J 0 -.::t z: __J I...J...I <( a:::: > ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: TYPICAL DETAILS SHEET: VS-3 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • i i ~ i I ij " " Ii I I I ABBREVIATIONS & AND E EAST JAN @ AT EA EACH JST L ANGLE EB EXPANSION BOLT JT AB ANCHOR BOLT EF EACH FACE, EXHAUST FAN JB AC ACOUSTIC EFS EXTERIOR FINISH SYSTEM NC AIR CONDITIONING EIFS EXTERIOR INSULATION & FINISH SYSTEM K, KIT ACB ACOUSTICAL CEILING BOARD EJ EXPANSION JOINT KD ACC ACCESSIBLE ELEC ELECTRIC (AL} KDF ACM ASBESTOS CONTAINING MATERIAL EL ELEVATION KO ACOUS ACOUSTICAL ELEV ELEVATOR, ELEVATION KP ACT ACOUSTICAL CEILING TILE EM ENTRY MAT KS ACU AIR CONDITIONING UNIT EN ENAMEL AD AREA DRAIN, ACCESS DOOR ENCL ENCLOSURE L ADD ADDENDUM, ADDITIVE EOS EDGE OF SLAB LAM ADDL ADDITIONAL EP ELECTRICAL PANEL (BOARD) LAV ADJ ADJACENT, ADJUSTIBLE EPNT EPOXY PAINT LB AF ACCESS FLOOR EPX EPOXY LBS,# AFC ACOUSTICAL FABRIC COVER EQ EQUAL LF AFF ABOVE FINISH FLOOR EQUIP EQUIPMENT LG AFG ABOVE FINISH GRADE ES EACH SIDE LH AGG AGGREGATE EST ESTIMATE (ED} LHR ALUM ALUMINUM EW EACH WAY LKR ALT ALTERNATE EWC ELECTRIC WATER COOLER LL ANOD ANODIZED EX EXPANSION LMS AP ACCESS PANEL EXC EXCAVATE LPT APC ACOUSTICAL PANEL CEILING EXH EXHAUST LRH APPD APPROVED EXIST, (E) EXISTING LSD APPROX APPROXIMATE (LY) EXP EXPANSION LT APT APARTMENT UNIT EXT EXTERIOR LTG ARCH ARCHITECTURE (URAL) LVR ASPH ASPHALT LWC AVE AVENUE FA FIRE ALARM AWF ACOUSTICAL WALL FABRIC FBD FIBERBOARD ACOUSTICAL WALL PANEL FBO FURNISHED BY OTHERS MACH AWP FD FLOOR DRAIN MAS FON FOUNDATION MAT B BATH FE FIRE EXTINGUISHER MAX BBQ BARBEQUE FEC FIRE EXTINGUISHER & CABINET MB BD BOARD FIF FACE TO FACE MC BF BOTH FACES FF FACTORY FINISH, FINISH FLOOR MDF BIT BITUMEN FF&E FURNITURE, FIXTURES & EQUIPMENT MOO BITUM BITUMINOUS FGL FIBERGLASS MECH BLDG BUILDING FH FIRE HYDRANT MEMB BLK(G) BLOCK (ING} FHC FIREHOSE CABINET MET BM BEAM, BENCH MARK FIN FINISH (ED) MFR BO BOTIOMOF FL FLOOR(ING) MIN BOT BOTIOM FLUOR FLUORESCENT MISC BOW BOTIOM OF WALL FM FACTORY MUTUAL MTL BR BRICK, BEDROOM FND FEMININE NAPKIN DISPOSAL MEZZ BRG BEARING FNV FEMININE NAPKIN VENDOR MFR BS BACKSPLASH FO, F/0 FACE OF MH BSMT BASEMENT FOC FACE OF CONCRETE OR CMU MIR BTWN BETWEEN FOF FACE OF FINISH MJ BUR BUILT-UP ROOFING FOIC FURNISHED BY OWNER/INSTALLED MLD BY CONTRACTOR MO FOIO FURNISHED BY OWNER/INSTALLED MOD l CENTERLINE BY OWNER MR CAB CABINET, CEMENT ASBESTOS BOARD FOM FACE OF MASONRY MTD CB CATCH BASIN FOS FACE OF STUD, FACE OF SLAB MULL CBU CEMENTIOUS BACKER UNITS FP FIREPLACE MW CIC CENTER TO CENTER FPRF FIREPROOFING CD CUP DISPENSER FPWH FREEZE PROOF WALL HYDRANT N CEM CEMENT FR FIRE-RESISTIVE (N) CER CERAMIC FRC FIBER REINFORCED CONCRETE NIA CF CUBIC FEET FRG FIBER REINFORCED GYPSUM NAT CFCI CONTRACTOR FINISHED/CONTRACTOR FRP FIBERGLASS REINFORCED PLASTIC N/C INSTALLED FRT FIRE RETARDANTTREATED NFS CFM CUBIC FEET PER MINUTE FS FLOOR SINK NFVA CFT CONDUCTIVE FLOOR TILE FT FOOT, FEET NIC CG CORNER GUARD FTG FOOTING NO,# CHAN CHANNEL FURR FURRING, FURRED NOM CHBD CHALKBOARD FUT FUTURE NP Cl CAST IRON FWC FABRIC WALL COVERING NR GIP CAST IN PLACE NRC CJ CONTROL JOINT G GAS NSF CLF CHAIN LINK FENCE GA GAUGE NTS CLG CEILING GAL GALLON CLK CAULKING GALV GALVANIZED 0 CLO CLOSET GB GRAB BAR 0/0 CLR CLEAR (ANGE) GC GENERAL CONTRACTOR OA CMU CONCRETE MASONRY UNIT GCMU GLAZED CONCRETE MASONRY UNIT OBS co CLEAN OUT GD GARBAGE DISPOSAL oc COL COLUMN GFCI GROUND FAULT CIRCUIT INTERRUPTOR OD CONG CONCRETE GFRC GLASS FIBER REINFORCED CONCRETE OF CONN CONNECTION GL GLASS, GLAZING OFCI CONST CONSTRUCTION GLU-LAM GLUE-LAMINATED CONT CONTINUOUS GND GROUND OFOI COORD COORDINATE GPM GALLONS PER MINUTE OFF CORR CORRIDOR GR GRADE OH CPT CARPET (ED) GRGL GLARE REDUCING GLASS (GLAZING} ORD CRS COURSE (ES) GSB GYPSUM SHEATHING BOARD, OPNG cs CONCRETE SEALER GYPSUM SOFFIT BOARD OPP CT CERAMIC TILE GSF GROSS SQUARE FOOT(AGE) OR CTCS CERAMIC TILE CORNER SHELF GSL GYPSUM SHAFT LINER OSB CTR COUNTER GVP GYPSUM VENEER PLASTER OTS CTSD CERAMIC TILE CORNER DISH GWB GYPSUM WALL BOARD CTSK COUNTER SINK GYP GYPSUM Ii. CTV CABLE TELEVISION GYPSHTG GYPSUM SHEATHING p cu CUBIC PA cw COLDWATER H HIGH PAR CNI COMPLETE WITH HB HOSE BIB PB CWB CAPILLARY WATER BARRI ER HBGC HIGH BUILD GLAZE COATING PBD CY CUBIC YARD(S} HG HANDICAP, HOLLOW CORE PC HCT HOLLOW CLAY TILE PCD d PENNY NAILS HD HAND DRYER. HAIR DRYER PERF D DEEP,DEPTH,DRYER HOOL HIGH DENSITY OVERLAID PERP DBL DOUBLE HOR HEADER PF DEMO DEMOLITION, DEMOLISH HDWD HARDWOOD Pl DEP DEPRESSED HDWR HARDWARE PJ DEPT DEPARTMENT HIWC HIGH IMPACT WALL COVERING PL DET, DTL DETAIL HM HOLLOW METAL PLAM OF DRINKING FOUNTAIN HO HOLD-OPEN PLAS DFIR DOUGLAS FIR HORIZ HORIZONTAL PLYWD DI DUCTILE IRON, DEIONIZED WATER HP HYDRO POOL PNL DIA. 0 DIAMETER HR HOUR, HANDRAIL PNT DIAG DIAGONAL HRC HOSE REEL CABINET POC DIM DIMENSION HT HEIGHT POL DIMPT DIMENSION POINT HTG HEATING POLY DISP DISPOSAL HVAC HEATINGNENTILATION/AIR CONDITIONING pp DL DEAD LOAD HW HOT WATER PR DMPF DAMPPROOFING HWT HOT WATER TANK PRCST DN DOWN HWD HOT WATER DISPENSER PREFAB DPR DAMPER PROP DR DOOR ID INSIDE DIMENSION, INSIDE DIAMETER PSF DS DOWNSPOUT IE INVERT ELEVATION PSI DV DRYER VENT IG INSULATED GLASS PSL ow DISHWASHER IN INCH PT DWG DRAWING INCL INCLUDE (D, ING) PTO INFO INFORMATION PTO/WR INSUL INSULATE(D), (ION) PTN INT INTERIOR PTR INV INVERT PVC IPS IRON PIPE SIZE PVMT PW PWT JANITOR QUAN QUANTITY JOIST QT QUARRY TILE JOINT JUNCTION BOX R RISER, RADIUS, THERMAL RESISTANCE KITCHEN RA RETURN AIR KILN DRIED RAD,R RADIUS KNOCK DOWN FRAME RB RUBBER BASE, RESILIENT BASE KNOCK-OUT RD ROOF DRAIN, ROAD KICKPLATE RD/0 ROOF DRAIN OVERFLOW KNEE SPACE REBAR REINFORCING BAR REC RECESSED LONG, LENGTH, LEFT RECP RECEPTACLE LAMINATE RECT RECTANGULAR LAVATORY REF REFERENCE LAG BOLT REFR REFRIGERATOR POUNDS REG REGISTER LINEAL FOOT/FEET REINF REINFORCE (ED. ING) LENGTH, LONG REQ'D REQUIRED LEFT HAND REQ'T REQUIREMENT LEFT HAND REVERSE RESIL RESILIENT LOCKER RET RETAINING LIVE LOAD REY REVISION LIQUID MARKING SURFACE RFG ROOFING LOW POINT RH RIGHT HAND, RELATIVE HUMIDITY, LIGHT REFLECTIVE HARDNER ROBE HOOK LIQUID SOAP DISPENSER RHR RIGHT HAND REVERSE LIGHT RL RAIN LEADER LIGHTING RM ROOM LOUVER RO ROUGH OPENING LIGHTWEIGHT CONCRETE ROW RIGHT OF WAY R&S ROD &SHELF RR RAILROAD MACHINE RS ROUGH SAWN MASONRY RT RESILIENT TILE MATERIAL RUB RUBBER MAXIMUM RWL RAIN WATER LEADEfl MACHINE BOLT MEDICINE CABINET MEDIUM DENSITY FIBERBOARD s SLOPE, SOUTH MEDIUM DENSITY OVERLAY SAN SANITARY SEWER MECHANICAL SC SOLID CORE MEMBRANE SCD SEAT COVER DISPENSER METAL SCHED SCHEDULE MANUFACTURER SCR SHOWER CURTAIN ROD MINIMUM SD SOAP DISPENSER, STORM DRAIN, MISCELLANEOUS SMOKE DETECTOR METAL SECT SECTION MEZZANINE SF SQUARE FOOT/FEET MANUFACTURER SG SAFETY GLAZING MANHOLE SH SHOWER MIRROR SHT SHEET MACHINE JOLT SHTG SHEATHING MOLDING SIM SIMILAR MASONRY OPENING SK SINK MODIFIED SLR SEALER MOISTURE RESISTANT SLV SLEEVE MOUNTED SM SHEET METAL, SHOWER MODULE MULLION SMHC SHOWER MODULE HANDICAPPED MICROWAVE OVEN S/MH SHELF/MOP HOLDER SMR SURFACE METAL RACEWAY NORTH SND SANITARY NAPKIN DISPENSER, SANITARY NEW NAPKIN DISPOSAL NOT APPLICABLE SOG SLAB ON GRADE NATURAL sov SHUTOFF VALVE NONCOMBUSTIBLE SP ST ftNDPIPE, SOLID PLASTIC NON-FROST SUSCEPTIBLE SPEC SPECIFICATION (S) NET FREE VENT AREA SQ SQUARE NOT IN CONTRACT SR SEMI-RECESSED NUMBER ss SANITARY SEWER, SMINLESS STEEL NOMINAL SSK SERVICE SINK NOT PROVIDED SSM SOLID SURFACE MATERIAL NONRATED SST STft.lNLESS STEEL NOISE REDUCTION COEFFICIENT ssv SAND STAIN VARNISH NET SQUARE FEET ST ST PJN, STONE, STREET NOTTO SCALE STC SOUND TRANSMISSION CLASS STD STftNDARD OVER STL STEEL OUT TO OUT STOR STORAGE OVERALL STRUCT STRUCTURAL OBSCURE SURF SURFACE ON CENTER SUSP SUSPENDED OUTSIDE DIMENSION, OVERFLOW DRAIN sv SHEET VINYL OUTSIDE FACE SN ST/>JN & VARNISH OWNER FURNISHED/CONTRACTOR SWL STATIC WATER LEVEL INSTALLED SWR SEWER OWNER FURNISHED/OWNER INSTALLED SYM SYMMETRICAL OFFICE OVERHEAD OVERFLOW ROOF DRAIN T, TR TREAD OPENING TB TOV/EL BAR OPPOSITE T&B TOP&BOTIOM OUTSIDE RADIUS TD TOWEL DISPENSER ORIENTED STRAND BOARD TEL TELEPHONE OPEN TO STRUCTURE TER, TZ TERRAZZO TESC TEMPORARY EROSION & SEDIMENTATION PROPERTY LINE CONTROL POWER TFCI TENANT FURNISHED/OWNER INSTALLED PUBLIC ADDRESS T&G TONGUE & GROOVE PARALLEL TG TEMPERED GLASS PANIC BAR THK THICK (NESS) PARTICLEBOARD TKBD TACKBOARD PRECAST, POINT OF CURVE TO TOP OF PAPER CUP DISPENSER TOB TOP OF BEAM PERFORATED TOG TOP OF CURB, TOP OF CONCRETE, PERPENDICULAR TOP OF COLUMN PREFABRICATED TOF TOP OF FOUNDATION POINT OF INTERSECTION TOM TOP OF MASONRY PANEL JOINT TOP TOP OF PAVEMENT, TOP OF PLATE PLATE TOS TOP OF SLAB PLASTIC LAMINATE TOW TOP OF WALL PLASTER TPD TOILET PAPER DISPENSER PLYWOOD TPTN TOILET PARTITION PANEL TRAN TRANSPARENT PAINT TS TUBE STEEL POINT OF CONNECTION no TOILET TISSUE DISPENSER POLISHED TTH TOOTHBRUSH HOLDER POLYETHYLENE TV TELEVISION POWER POLE TWC TEXrlLE WALL COVERING PAIR TYP TYPICAL PRECAST PREFABRICATED UC UNDERCUT PROPERTY U/C UNDER COUNTER POUNDS PER SQUARE FOOT UG UNDERGROUND POUNDS PER SQUARE INCH UL UNDERWRITERS LABORATORIES PARALLEL STRAND LUMBER UNF UNFINISHED POINT, PRESSURE TREAT (ED} UNO UNLESS NOTED OTHERWISE PAPER TOWEL DISPENSER UR URINAL PTD & WASTE RECEPTACLE UV ULTRA VOILET PARTITION PAPER TOWEL RECEPTACLE POLYVINYL CHLORIDE PAVEMENT POTABLE WATER PREFABRICATED WOOD TRUSS V VENT VAR VARIES VAT VINYL ASBESTOS TILE VCT VINYL COMPOSITION TILE VENT VENTILATOR VERT VERTICAL YEST VESTIBULE VG VERTICAL GRAIN YIN VINYL YR VAPOR RETARDER VTR YENTTHROUGH ROOF vwc VINYL WALL COVERING w WATER, WEST, WIDE, WIDTH, WASHER WI WITH WB WALL BASE, WASTE BASKET WC WATER CLOSET, WALL COVERING WO WOOD WF WIDE FLANGE WG WIRE GLASS WH WATER HEATER, WALL HUNG W/1 WITHIN WIN WINDOW WM WIRE MESH W/0 WITHOUT WP WATER PROOF, WORKING POINT WPL WEATHER PROOF LOUVER WR WASTE RECEPTACLE, WATER RESISTANT WR/GWB WATER RESISTANT GWB ws WEATHER STRIPPING, WATER STOP WSCT WAINSCOT WT WEIGHT, WATER TANK WIW WALL TO WALL WWF WELDED WIRE FABRIC XBRACE CROSS BRACE YD YARD, YARD DRAIN SYMBOLS PROJECT NORTH (PLAN REFERENCE ONLY - SEE SURVEY FOR TRUE NORTH) ~----SHEET DRAWN '-------SHEET TAKEN ~6tA~-----DETAIL NUMBER ------SHEET DRAWN ~----SHEET TAKEN A A.,_ ELEVATION LETTER D'NA-EB _ ~ SHEET DRAWN C SHEET TAKEN G) 0 OJ-- OJ @ @--- KITCHEN I 113 I +-(--+• UP/ON -x- VINYLtCPT DOOR TYPE WINDOW TYPE WALL TYPE DEMO FLAG NOTE WORK FLAG NOTE GRID LINE DOOR NUMBER ROOM IDENTIFICATION NUMBER STAIR OR SLOPE DIRECTION CHAIN LINK FENCE ELEVATION INDICATOR FLOOR MATERIAL INDICATOR REFER TO INDIVIDUAL DISCIPLINE SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS MATERIAL DESIGNATION EXISTING WALLS TO REMAIN WALLS OR ITEMS TO BE REMOVED NEW WOOD STUD WALLS 2(272222, NEW BRICK OR CMU WALLS ~ FILL MATERIAL o.r. a re hit e ct s 607 SW Grady Way Suite 2·10 Renton, VVA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: PROJECT DAT A LANNING oEl/'tii~iwE~iTOM p.UG 1 3 2007 RtCE\\/e.O 2707 SHEET: PD 1.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH \ \ I I I I i I I I I . ' ' •. ' \ i ; I t ' ' ' I ' ' ' ··,·-._-.,.,-/, I -----11) ' ---·-·-= .) -/~ --- --··\- ii i .. -----------40---~~---/ I •. r I / l i f ! I ' ' i \ \ '· ... \; -·, __ /. LEGAL DESCRIPTION LOT 4 OF CITY OF RENTON EAST VALLEY MEDICAL PARK SHORT PLAT# 77-113, AS RECORDED UNDER REC. NO. 7808151009, RECORDS OF KING COUNTY. ALL SITUATED IN THE SOUTH EAST QUARTER OF SECTION 30, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON BUILDING SUMMARY BUILDING USE: CONSTRUCTION TYPE: GROSS SQUARE FOOTAGE: FIRE SPRINKLERS: ---------- BUSINESS GROUP B (OFFICE/MEDICAL) GARAGE GROUP U BELOW TYPE VAT GROUP B AREAS TYPE I OR II AT GROUP U AREAS GROUP B = 26,600 SF GROUP U = 13,300 SF FULLY SPRINKLERED 9 gj S. 37TH ST w DUMPSTER ENCLOSURE SP SITE SUMMARY LOT SIZE BUILDING FOOTPRINT PAVING LANDSCAPE UNDEVELOPED PERCENTAGE OF LOT TO BE DEVELOPED = 5.46 ACRES = 13,300 SF = 31,438 SF = 19,166 SF = 3.99 ACRES =27% CALCULATION OF PARKING LOT LANDSCAPING REQUIRED -88 STALLS@25 SF = 2,200 SF PARKING LOT LANDSCAPING PROVIDED: EXTERIOR: 4,215 SF 2,403 SF 6,608 SF INTERIOR: TOTAL: :;s2·20·25''E .... --· ·---··· -190. l 3 PARKING ANALYSIS AT 50% OFFICE AND 50% MEDICAL/DENTAL OFFICE AREA PARKING 10,960 NET SF /333.33 = MEDICAL AREA PARKING 10,960 NET SF /200 = TOTAL REQUIRED PARKING= PARKING COUNT SUMMARY BELOW BUILDING PARKING - FULL SIZE PARKING - COMPACT PARKING - TOTAL PARKING - (INCLUDES 4 ADA STALLS) ,~ , _ _) LEGEND -STRUCTURES 33 STALLS 55 STALLS 88 STALLS 34 29 25 88 STALLS 1-----j-!--:-1-1-1-- 1-1-1-1-1-1 1-1-r-1-1-1-ASPHALT PAVING CONCRETE WALKS -------··--------------------------------· ------------·-----···-··---·: GENERAL NO-rES 01 3 l' ·cH}09 f!BOtll) · · 1i I 2. SEE ENLARGED SITE DEVELOPMENT PLAN FOR ADDITIONAL INFORMATION SEE CIVIL DRAWINGS FOR INFORMATION NOT SHOWN ON SD DRAWINGS SEE CIVIL AND STRUCTURAL DRAWINGS FOR INFORMATION ON THE STORM DETENTION VAULT I 20' 1 O' O' 40' 80'~ 1" l 40'-0" I ! 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: SITE DEVELOPMENT PLAN Of.VELOPME'NT PLANNING CITY OF RENTON 'AUG 1 3 2007 RECEIVED 2707 SHEET: SD1.0 SHEET S1ZE !RUE: SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • I I L SUN SCREEN (S.S. MESH) GLASS FLUTED CONCRETE GLASS SOUTH ELEVATION 1/8" = 1'-0" NORTH ELEVATION 1/8"=1'-0" 8' 1/8" = 1'-0" _.-5' EQUIPMENT SCREEN 4' (EXPANDED METAL) SUN SCREEN (S.S. MESH) PRECAST CONCRETE VENEER (PIGMENTED) TOP OF STEEL 4'WINDOW PARKING GARAGE 63.75 _.-5' EQUIPMENT SCREEN (EXPANDED METAL) 0 WINDOWTYP PRECAST CONCRETE VENEER (PIGMENTED) TOP OF STEEL SECOND FLOOR 86.96 FIRST FLOOR 74.75 PARKING GARAGE 63.75 LINE OF SIDEWALK AT PARKING 8' 16' z 0 -1- (.) :J 0::: I- C/) z 0 () 0::: 0 LL l-o z I z (.9 -Cl) w 0 0::: <( z - -_J w 0::: a.. architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: COLORED EXTERIOR ELEVATIONS 2707 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • L EAST ELEVATION 1/8" = 1'-0" WEST ELEVATION 1/8" = 1'-0" 8' 4' 1/8" = 1 '-0" SEE SHEET A3.0 FOR EXTERIOR MATERIALS CALLOUTS _J J 0 8' 16' z 0 -J-u ::J ~ J- C/) z 0 () ~ 0 LL J-o z I z CJ -Cl) w Cl ~ <( z - -.....J w ~ a.. .r. architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP _J <C L() z I-f-L() Q z tj~ (/) w O:::'. (J) ffl~tnz LL 0... 0 oq:r:f- a: w ~ ~ a.. > I'() :r: 3: w :r: Cf) WC f-<i: -w::)3: > () 0 > LL Cf) Zn W LL XO ..JQXf- ..J ~ z <C w > O:::'. ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: COLORED EXTERIOR ELEVATIONS 2707 ·· ,r r: ... ,."11&11? AUG 1 3 2007 i:li::r,EtVED SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • • ' \!IIIIJillfilllllllrlla / "' / ' I / / '-,. ,'\ " ' )<" , NEIGHBORHOOD ; DETAIL MAP ,·-. I I I " " / / ' \. ' "" V ( ~ "" < ' " / 60' 30' O' 60' 120' 1 " = 60 '-0" ~~iiiiiiiiiiil~~~iiiiiiiiiiiliiiiiiiiiiiliiiiiiiiii. ,/ architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: COLORED NEIGHBORHOOD DETAIL MAP 2707 SH~Ft~~~~lJ?o~"' :a ~\IG \ 3 '2001 -e""P'cp RE cs SHEET SIZE TRUE SCALE WHEN HORIZONTAL UNE MEASURES 1" lN LENGTH I I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ! ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ! ' n. ' ::c : 0 ' ' ' ' ' ' %, : l!H-----j,,- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ', ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ',~~------------------------------------------------------------------------------------------------------------- Ill ' ' li1!'--W-'-'--------~w---'-------w~--+-------L---1 11111 • LANDSCAPE PLAN ~------------------------------------~------,.-------------------------------------------------------------------------------------,----------- PROPOSED LANDSCAPING (LIGHT GREEN) PROPOSED BUILDING ------------- UNDISTURBED NATRAL AREA (DARK GREEN) ------------ : 0 --------~----------------------------- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ______________________ J II ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ------------------------------------------------------------------~ ' ' ' ' ' ' ' ' ' ------ 0 1" = 40'-0" 20' 10' O' 40' 80' architects 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP ISSUE: SITE DEVELOPMENT DATE: 07-16-07 SHEET TITLE: COLORED LANDSCAPE PLAN S'A-07-08fc: 1 I I bl It SH ET: AUG 1 3 2007 RECEIVED SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1" IN LENGTH • J