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HomeMy WebLinkAboutLarge Format------ I 0 J . ..------I -I , .,-, /, ') D D I I-PROPERTY LINE TYP. 11'-5" -!--,( ; ; /,' /. ,/ ' / / / ,· / _/ . ' • / / ,, / / / ., / . . / ,/ ' / , . / - / / s) / / ' /, •• -· ···---!" ./ "' / / ,· , / / /- / / _/-· //. ,/ ,/ / /'. ,/ -· / / ,/ / / / ! . / / / ,· / ,' / ' ' / ,,/ '/ ,/ ,/ / / / / ,-· / /,. , / / / / . . . / ,/ / C / . . / • ! . / / -· -,,· ' / /o· .. / -· / -' / / _,·1 , , ., / .-,, ' . ', .. r-') / __ ,, , N_., , .. ,.· / / / ( / / ,. I , @ / , , -. . / . / / . / //// ,; ~-. ,_/ ;!'"' -/ , / , . / ' /. / / . . , / / / '/ ,/ / / . ./ / . / / / / _/ , , / ,,., /, /.-· /' / / ,/ / / / / . / - / - ' y ', !'' / / • / / ,// . . -· . / / ' J / / //., / / / ';.,. I ~ ~ ,:~:·:~·. ; ,, __ ,,;.,c,·.-.,, .• ,,,. < :-~-:-~·-:-~:-·,,, . -·<. _-.,,,:,·,, ~ G=LQ / / /A. t-'-cr,1-/-/ '~ f . / / / / ,./' ,/ / ,· / / . . / / . .-/ / ;, .. ; ...... -_.,; .. ~ .. , ' / ; ">iii' IJl!II. ---.-•--illl-~-H !' -/' / .-. _, / ,-/ ,./' / . ,/ __ ,· / I PROPERTY---J LINE TYP. I I I I b I - "" :-,:} L 0 I .,._ [ CENTER LINE OF RELOCATED 8 FENCEi---~ ti __J __J <( PROPERTY LINE TYP. PARCEL 7841300201 EXISTING PARKING ==·-.I LANDSCAPE ANALYSIS & LOT COVERAGE TOTAL SQUARE FOOTAGE OF THE SITE AND THE FOOTPRINTS OF ALL BUIDUNGS: SITE (COMBINED PARCEL): 41,474 SQ FT, EXISTING BUILDINGS: 10,429 SQ FT TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): EXISTING 8,879 SQ. FT. (EXISTING), 13,645 SQ. FT. (PROPOSED) PROPOSED OFFICE BUILDING EXPANSION: 4, 140 SQ. FT. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: EXISTING CONDITIONS: 25.1 %, PROPOSED CONOITIONS: 31.4% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: (PERIMETER AND INTERIOR): 1,158 SQ. FT. (NEW ONLY) KEYED SHEET NOTES 0 ~ 0 0 ~ ~ 0 <9 0 ~ ~ RELOCATED CONCRffi FENCE SYSTEM (±6' -o• TALL WHEN INSTALLED) NEW STREET TREE PER LANDSCAPE ARCHITECf PLAN. STREET TREE TO INCLUDE DECORATIVE GRATE, AND TREE WELL WITH PROTECTIVE EDGE, ETC. EXISTING TREE TO REMAIN, PROTECT DURING CONSTRUCTION. EXISTING LANDSCAPING TO REMAIN, PROVIDE NEW BARK MULCH WHEN CONSTRUCTION COMPLETED. EXISTING TREE TO REMAIN, PROVIDE NEW BARK MULCH AND INCREASE LANDSCAPE AREA PER PLAN. EXISTING ANTIQUE IRON FENCE TO REMAIN RELOCATED ANTIQUE IRON FENCE SECTIONS. MODIFY AND PROVIDE NEW SUPPORT POST TO MATCH EXISTING AS NECESSARY TO SUPPORT FENCE WITH LAYOUT SHOWN. RELOCATED ANTIQUE GATES. MODIFY AS NECESSARY FOR PROPER FUNCTION AT NEW LOCATION. NEW FENCE AND GATE TO MATCH MATERIAL, FINISH AND STYLE OF EXISTING IRON FENCE AND GATES. NEW CONCRffi CURB PER CIVIL DETAILS CONCRffi PAVER EDGE PER CIVIL DETAILS 0 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A " C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 P-206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com SWENSON SAY ~AG[~ A SIRUCTU'V\L Ec,GlflEERl'IG CORPOk/\rlON 2124 -r.ird 1\verue -Suite 1 00 -St:uttlc;, WA ':ltl121 =ih: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.co m 7/19/15 No. l<iS'_l':: Descriµli0:1 DESIGN DEVELOPMENT PERMIT SET Date 03.06.15 06.12.15 Druwrc Dy: PG Revic·,,ec by: XX Pro;ecc tJo: # 14-097-00 LANDSCAPING ENCLOSURE PLAiey;:CF:'I" • ,,..= 1""'" ~ .. I.) JUN 2 5 ?ilh CHYC!" ----i Plf\t,Jl'I\\( 1:,·,,,, <.,·N Orig·nul d:u~ing ic: 24" x 36" Sc,J!e (;lntit1es accordingly 11 rc:duced A.00.03 '' "'C < •.>....J....L.,. NEW SIDEWALK. SEE ARCHITECTURAL$ CIVIL II I SALVAGED FENCE$ GATE, --....__J __ J SEE ARCHITECTURAL ~~ PLANTING AREA: 58 SF I, \ I I I i I I I I 'cii I I I NEW STREET TREE, TYP. TREE WELL AREA: I 8 SF J lJJI NEW WALKS AND PERMEABLE_,,,. PAVING, TYP. SEE ARCHITECTURAL PROTECT ~1sT1NG TREE ANDl-~1/------rrTII INSTALL NEW GROUNDCOVER AS NEEDED PLANTING AREA: I 50 SF / I I \ \ I I 'c1 I '-/ I \ _\ ; I / i ' I / I I I I I \ I I 'c1 I I I I '- -- D / -... I \ I I \ \ '--- \ '-' RELOCATED PRECAST CONCRETE FENCE, SEE ARCHITECTURAL I i: 1 I I I' I I! ---------------------+--.. I 11 I' [ <~/ ii/ i/ • i, 1< \i \ / •v ' I'-, " ' { ' \ \ / ', / / ----f-=--, I I I I I I I \ \ \ \ I \ I ------ ) I I I \ \ I >-/LU / -.I / -.I / "( I I :,-----------------------------------~ : PLANTING AREA AT NORTH PERIMETER: 900 SF 1: '-0) 11 ,--EXISTING TREE TO BE REMOVED, TYP. i: 11 I PLANTING AREA: 255 SF I' ---,!-_ -.--- / I I / .,,...-/"""'-, __ ;::..y-<'..:_ ===~<---~<---._:----........_ // I / / "-.,, / / \ ,,"< ,, ' / ........ /' 11 ,. / , >' A ' ' ~ I I / \ / ,( '-'-'-I '- ( I I \ I / \ I \ \ y \ I' I I a / \ \ /\ \ 1 I \ \ \/ \ \ I / I I \ \I \ \ \ ~- \'- \ \ \ --\ /~ \ -\-. ----i-------r- I I \ I I I \ I I I y I y / / \ / ' / \ 2~.::. _.,.,,. I I I I I ____ L- PROTECT EXISTING TREE I I L __ ---v,'5--..,;.--- / I / / ..,.,.------ __ L---- ,,-I \ ,-I \ / I \ II I ----- ,,,..-----/~, I --- / I; '- 1 / 11 I \ - \ I ! I I' , I I' , I I' , I I' Cl)• , I I' ~ ,I I' ~ ,I o I' ~ ,I i !i I' , I I' I I I I I I ) I ~---Jl--... h _____ _J NEW GATE AT NEW PAVED ACCESS POINT, SEE ARCHITECTURAL . PROTECT EXISTING TREE -----------------------------1 GENERAL NOTES NORTH 1. 3. 4. 5. 6. SEEL 1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. SEEL 2.00 SHEET FOR PLANTING SCHEDULE AND NOTES SEE L2.01 SHEET FOR TREE INVENTORY. SEE L2.02 SHEET FOR TREE PROTECTION AND PLANTING DETAILS. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 0 20' 40' ''•' ', ,,_ ,.-'"' """' -. ,,~ ' . CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intel!ectuol property rights reserved c 2014 ' LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725,1211 f. 206.973,5344 engineering pllc www.lpdengineering.com SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION FAZIO f"'""'l. /:;··j """''""" ;;-·JC LANDSCAPE AR.CHITECTB 2244 NW Marko! Street Suito B Seattle, WA 98107 T: 206-774-949g W\VW,fazioass:0dates.com Professional seal ~ ~;,,;r. nc W(#i."'' ~,f,;,,_,. ___ '.>nc No. Issue Description Jate PERMIT SET 06.12.15 --------------~-- ------------ Drown by: VW Project No: 15-010 LANDSCAPE PLAN Reviewed by: RJF F<ECEl\1t:E) JUN 2 5 20\5 a ~ '.I " • •' ~ ,er'"' [V ,.... •. . ... ,,, !\J Ori,;in::il drawing is 24" x 36". Scale ef].~\~i~i._n?.C,COrdinr;ly? repuced L 1.00 ,, .. , ... ,, Planting Schedule Symbol Qty Ty~ --- / - / '" ---I \ /,,, r" , / ( \ ~ Trefs to be removed I ,0,,.\ I~ / I '-.Cl\/ ! \ "-I.. / \ I ____ .,,.,. ' / --......... / ,,,,-----/ "" /----. I \ / r" , / ( \ * Tref s to be retained 1 1 0 \ I / \ I I I '-J.. / \ I -,, " / ~--" / ---_,..-.""'-,_ STREET TREES + Cornus kousa 'Chinensis' / Chinese Kousa Dogwood DECIDUOUS TREES OAcer circinatum / Vine Maple @ Acer palmatum 'Bloodgood'/ Japanese Maple CONIFEROUS TREES 0 Pinus contorta / Shore Pine LARGE/MEDIUM/SMALL SHRUBS ~ Blechnum spicant / Deer Fern ~ Calamagrostis a. 'Karl Foerster'/ Feather reed grass '1/8' Lavandula angustifolia / English Lavender ~ Mahonia aquifolium / Oregon grape ~ Viburnum davidii / David's Viburnum GROUNDCOVERS ~ Arctostaphylos uva-ursi / Kinnickinnick . .5.izelComments 2" cal., B&B 1" cal., B&B 1" cal., B&B 5' min. ht., B&B 18" min. ht., see plans 18" min. ht., see plans 12" min. ht., see plans 24" min. ht. 24" min. ht. 4" pot, 12" O.C. . --. PLANTING NOTES: 1. ALL PLANTING AREAS ON THE GROUND-PLANE (ALL R.O.W., PLANTERS, ETC.) SHALL HAVE A TRADITIONAL IRRIGATION SYSTEM TO BE INTEGRATED WITH A CONTROLLER. RAIN SENSORS AND OTHER EQUIPMENT WILL BE INCORPORATED INTO DESIGN TO MAXIMIZE EFFICIENCY AND LOWER OVERALL MAINTENANCE. 2. NO PLANTS TO BE INSTALLED WITHIN 2' DIA. OF PROPOSED STREET TREES. 3. ALL SHRUBS AND GROUNDCOVERS TO BELAYED OUT IN FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 4. PLANT TREES IN R.O.W. PER CITY OF RENTON STANDARDS. 5. SEE CIVIL SHEETS FOR PROPOSED GRADING, DRIVE ALIGNMENTS AND UTILITY LOCATIONS. CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 UPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com ~ ,,. SWENSON SAY FAGET A SlRUCTURAL ENGINEERING CORPORATION FAZIO 2244 NW Market Sta,e\ Suite B Seallle, WA 9810! f: W6-714-S49G wwv1.fazioessocbtes.com Professional seal No. lssJe Description PERMIT SET --·--· Drown by: VW Project llo: 15-01 0 Dote 06.12.15 ··--. --- Reviewed by: RJF PLANTING SCHEDULE & NOTES RECF!\.tED JUN 2 5 20b cnv c< . ··.· · ~ : : 1 PL.U.i'-:Ml\\JG Dl,/ljlQN Original drawing is 24" x J6n. Scale enlities ·:Jccordingly if reduced L 2.00 0 I ."' 0 I ."' ' 0 I in 0 I in ".-;-------~ :,-! -~ 4'-6" "'{ ----- --- ~ t__J i I i . 7 C_ ')'--. ~--i------1 0 I in 0 I in 'b I "' 0 I "' 'b I in I 1'-0" 31 -0" -}'---}L -)'-- UP'$-H '-0" (2 1 -0" EA.) I I I 1 I I 15'-7" -~~~r 11 11 11 11 <§>--/' <iP-. UP f~ 11 11 11 11 11 4'-9" ~,l'-----;f I I 5'-6" 11 ---,,,II 11 -----'-----.---, ~---------------~ ..1::::------------------::L. I E========== ====~ L___ ~---1-----1--~--,------i I I @1- 0 ::::::~:--L::::::A.=-R G-=-_E-~;:::::::. S==I ==T E====P =::;L~:--N __ ----:3;-;-:-::116-:-. _ ~1• -o· / / @ 11 11 I 11 11 11 . I' 11 11 : I I L KEYED SHEET NOTES KEYED SHEET NOTES <i> <v 0 0 ~ 0 (j) 0 0 ~ ~ PROTECT EXISTING TREE AND LANDSCAPING THAT IS TO REMAIN NEW FENCE AND GATE TO MATCH MATERIAL, FINISH AND smE OF EXISTING IRON FENCE AND GATES. EXISTING DECORATIVE IRON FENCE TO REMAIN. PATTERN INDICATES NEW PERMEABLE PAVING SYSTEM, MUTUAL MATERIALS ECO-PRIORA IN STANDARD INSTALLATION PAffiRN COMBINATION #2 (8X8 & 4 XS SIZES) OR APPROVED EQUAL. UNDERLAYMENT PER CML DOCUMENTS. EXISTING LANDSCAPING TO REMAIN. NEW ACCESSIBLE CONCRETE STAIR AND/OR RAMP WITH STAINLESS STEEL GUARDRAIL AND HANDRAIL NEW LANDSCAPING NEW STAIRWAY AND RAMP WITH STAINLESS STEEL GUARDRAIL AND HANDRAIL EXISTING GAS METER TO REMAIN. EXISTING TREE TO REMAIN. PROVIDE NEW CURB, ETC. PER CML DRAWINGS. CONCRITT SIDEWALK AND PATHWAY SCORING AND CONTROL JOINTS, 1YP. ALIGN WITH EDGE OF BUILDING AND EDGE OF PIER FOUNDATIONS, 1YP. EACH SECTION TO HAVE BROOM FINISHED (EAST/WEST DIRECTION) CENTER WITH SMOOTH FINISH BORDER. / / ~-·· ····--/ ! I F.E. / / .• / / I , / I \ Is· -6"' F.E. 5: ;i; 11 11 11 I 11 11 11 11 11 11 . I I 11 i='!--'----------'1- 11 ~ ~ ~ <iP <§> <l3> NEW CONCRffi STAIR AND LANDING. SIDEWALK TO BE AT SAME ELEVATION AS PARKING LOT SURFACE AT THIS TRANSITION POINT. NEW STREET TREE FROM Cl1Y OF RENTON'S APPROVED SPECIES LIST WITH 2" DIAMffiR AT CHEST HEIGHT. STREET TREE TO INCLUDE DECORATIVE GRATE, AND TREE WELL WITH PROTECTIVE EDGE, ETC. CONFIRM SPECIES WITH OWNER. NEW CONCRETE RETAINING WALL. 6" CONCRETE CURB EDGE NEW SQUARE 2" LED STEP LIGHT IN CONCRffi WALL. 6" CONCRETE WALL TO BE 6" HIGHER THAN ADJACENT RAMP LAINDING. TO OF WALL TO REMAIN AT THAT HEIGHT AND TERMINATE INTO WEST FACE OF EXISTING BUILDING FOUNDATION. CAST NICKEL BRONZE DOWNSPOUT NOZZLE WITH ANCHOR FLANGE I° }·.f.i'" .~:.,~.,.,.;;., .. {,.f:Y':''4!$,:,j;,,.sj, ... ~,. ;,::1::;~;C;,.i;;.,~.W"f'' f'· 1 "~: 1;:; . .;;.,.r:-.f:.f 1/0-:.)':\Si:\f,} .. /:.{·WX·..&.·,:&-Ji,:ii, ~ 1. WC "" / 13. / \\ l / / 7 I ,- 10 o a 0 , / .f , %·:: & .. , r 0 I in b I <v--1 o o / 0 .. _:~··. ,.J~,~---- © ENLARGED SITE PLAN C l-------- r, r, I I 3/16" = 1·-0· I L-.J 1~----' @ 0 4' 8' 16' CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectuol property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com SWENSON SAY FAG[T A S!RUC IUR,\L Ef.GlllcERl.~G COR?ORATION 2124 ·-r_ird 1\ver.ue -Suite 1 00 -SZouttle, WA ph: 206.443.621 L fux: 206.443.4870 www.swensonsayfaget.com Profess::::inol secl r-;-;-----, ~~ I .rGISTERED \ ~, ,RCHITECT Hldy\'r~~ STATE OF WASHINGTON 7/19/15 981::'.1 \Jo. Issue Cescript:on Cate DESIGN DEVELOPMENT PERMIT SET 03.06.15 --- 06.12.15 Dr uw-1 :'.Jy: PG f\eviewed by: HW Project IJo: # 14-097-00 ENLARGED SITE PLANS ,. RECFr . JUN 'I ti ?il'n C l"''-' rw ~ 1 'i "'"' ,. ·"" ._;,'< o~·ginol drawing is LC' x JD". Sccle e.1t:ti::!S ;:iccordingly if re:::uced A.00.04 ,,----BUILDING FOUNDATION ,,----CONCRITT EXPANSION JOINT MATERIAL AND SEALANT _,.-----CONCRETE SIDEWALK, RAMP OR ST/>JR FOUNDATION INSULATION EXPANSION JOINT AT FOUNDATION OLn_j6" 112" 124" 15" X 4" X 3/8" STEEL PLATE WELDED TO 3" PIPE WELDED TO 3" PIPE TO ALLOW FOR SIGN AS CALLED FOR IN CIVIL DRAWINGS ~-3" STEEL PIPE SLOT IN PLATE TO ALLOW FOR (f 1----------============i TONGUE TO PASS THROUGH 8" X 4" X 3/8" STEEL PLATE WELDED TO 3" PIPE --------I ___________ _ ;, (("', --------- ~----cuT AWAY TO SHOW PLATE TONGUE LOCATION ONLY 3" O.D. STEEL PIPE 3/8" STEEL PLATE TONGUE 2" WIDE X 2" LONG WELDED TO PIPE WITH 3/4" DIA. HOLE FOR LOCK 8" X 4" X 3/8" STEEL PLATE WELDED TO 3" PIPE I r, I l_'_" J L_ ~ 3/8" STEEL PLATE TONGUE 2" WIDE X 2" LONG WELDED TO PIPE WITH 3/4" DIA. HOLE FOR LOCK ©,-:-~Ln_J~A T=E:;--;:::~A:;:::,, T=C=H~l 6 ,,:--I S_O_M_ET_R_I c---;-11:--. _____ _ ®---;-~Ln_J-----;A T=E;---;::::~~=. T=C=::;-H~l-6"P=L=A=N =D=E=T A;---:-11 ~-L ____ _ 23'-o" ------ NOTES: LOCK PLATE PER C&D/A.00.05 2 1;2· r ~ I i 1·-0 1/2" 3" OUTSIDE DIAMITTR STEEL PIPE 1. STEEL POST SHALL BE CAPPED W/ STEEL PLATE WELDED TO PIPE AND TO REFLECT SHAPE OF POST. 2. ALL WELDS SHALL BE CONTINUOUS AND SHALL BE GROUND DOWN TO BE FREE OF ALL PROTRUSIONS. 3. FlNISH ALL METAL WITH ONE COAT OF PRIMER AND lWO COATS OF INDUSTRIAL GRADE ENAMEL YELLOW PAINT COLOR. 4. GATE TO SWING PER SITE PLAN. @r--;:::~::::;-A-;T=~~-- 5 · -=_D-=_E_T~ 3 ;:::~=I L=======:J-. ----~11-::-2• -~ ~1._0 .. 11 '-6" I_ ---/ -1 ffiEE M0\1NG HINCE\: 4" OUTSIDE DIAMETER STEEL PIPE SLOPE TOP OF FOOTING -~*"-" TO SHED WATER 3" OUTSIDE DIAMETER --¥-¥W~I STEEL PIPE 1/2" DIA. X 9" LONG -~cS+21i:J -------- STEEL ROD THRU PIPE "-...+-""° F>'uJ.•, . .e1· TO PREVENT lWISTING CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE. WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 ' L' PD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com SWENSON SAY FAGtT A STRL,CTIJRf\L [NG W-:IRING CORPCRt\ I ION 2124 1·hird /\verue -'::iuite 1CO Sea':t!e, W/\ ·38121 ph: 2D0.44.J.6212 fax: 206.443.4870 www.swensonsayfaget.com SjQg tf.G_ ISTERED ,\C\CHITECT ! i1 ,C\....,.,----- E' RY . \.vEAVER STATE OF WASHINGTON 7/19/15 i'Jo. Issue Descripfon Jate DESIGN DEVELOPMENT 03.06.15 -------- PERMIT SET 06.12.15 ---·-- --------- Drm,v-1 Uy: PG Reviewec.J Uy: XX PrnJect fie: # 14-097-00 SITE DETAILS RECElV l_: JUN 2 5 2015 Gri:;iirHJ, drawinc; is 24" x J6". S::a!e entiti1:s cccordin::ily it ri:'dJci:'ci A.00.05 'X' DRIPLINE ) 1 I I I I FENCING/ROOT PROTECTION-CHAINLINK FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE AT ALL TIMES. SURFACE PROTECTION WITHIN DRIPLINE SHALL REQUIRE; G"-DEPTH MULCH LAYER, 3/4" PLYWOOD AND STEEL PLATES. -~=~------===~-===:,-::::::---==~~==7-~~~~ J ROOi~ONE J DRl~~INE J Rooi~ONE J DRIPLINE ZONE- I. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS PROHIBITED. 2. LIMITED TRENCHING ALLOWED. EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER MUST BE APPROVED BY ENGINEER. 3. SEVERING OF ROOTS LARGER THAN 2" DIA. REQUIRES ENGINEER'S APPROVAL. ADDITIONAL NOTES- ROOT ZONE- I. OPERATION OF HEAVY EQUIPMENT AND PILING OF HEAVY MATERIALS REQUIRES ENGINEERS APPROVAL. 2. TRENCING WITH HEAVY EQUIPMENT ALLOWED UNDER ENGINEERS SUPERVISION AND IF 2/3 OR MORE OF THE ROOT ZONE 15 UNDISTURBED. I . G' HIGH CHAINLINK FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED/DAMAGED DURING CONSTRUCTION: ROOTS OVER I " DIAM., MAKE A CLEAN STRAIGHT CUT TO REMOVED DAMAGED PORTIONOF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP AND COVERED WITH SOIL AS SOON AS POSSIBLE. SPECIFIED SPACING, TYP. + PLANTING BED 00 PLAN TREE_PROT P _spacing C\.J (f) z C\J 2 LI) (2) 2" DIA WOOD STAKE. ALIGN STAKES TO RESPOND TO PREVAILING WINDS. TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. ~-MULCH: 2" DEPTH ALLOW 2" CLEAR FROM TRUNK. ~-FINISH GRADE 3" HEIGHT SOIL SAUCER. INSTALL AT EDGE OF PLANTING PIT. J_ ~~::::=:::j/::~~~t:,::::.. .::::: .... ,:::::. ::::;. l;n",11~L- 1,--+--1---N 11: ,t> 'i[:::" AMENDED SOIL = z~--~l'li'ffbn'~~~./h¥r'){-R-Trr'----5CARI FY SUBGRADE C\.J - 4-----+ ~--REMOVE BINDING FROM MIN 2x WIDTH OF ROOTBALL TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING DECIDUOUS TREE PLANTING & STAKING NOT TO SCALE P _dectree ~-PLANT SHRUBS AT I" ABOVE LEVEL GROWN IN NURSERY, PLANT GROUNDCOVERS AT LEVEL GROWN IN NURSERY ~-MULCH LAYER: 2" DEPTH. ALLOW 2" CLEAR FROM TRUNK/ STEM ~-FINISH GRADE -111 . · · --111~ i . . ifl==-=1---SCARIFY SUBGRADE I [:::,, 'll~H '. / ' _ _ _ •. / ·.· .. ·.·. !Ill' REMOVE BINDING FROM TRUNK, PULL IMAX -=Ill W,,,W 11 i'll 11 ill 11 ~W,nill 111 111 111ill,. 11' BURLAP BACK TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING WIDTH OF PLANTING PIT= 2X WIDTH OF ROOTBALL MINIMUM 0 SHRUB PLANTING 4 >------------ NOT TO SCALE P _shrub ~---(I) 2" DIA WOOD STAKE DRIVEN TO REFUSAL. SECURE TO TREE WITH 2 STRANDS NURSERY TAPE. ~--POINT TOP OF STAKE TOWARD PREVAILING WIND. TREE ROOTBALL. SET ROOT CROWN I" ABOVE FINISH GRADE. MULCH: 2" DEPTH 1-ALLOW 2" CLEAR FROM TRUNK. :r:: ~ FINISH GRADE ~ :r:: LU 3" HEIGHT SOIL SAUCER. INSTALL ~ AT EDGE OF PLANTING PIT. 1-44~:::::::-#:,::::::::::::~J,i~~~::;:::::;:. .=. ~11:c'---. .. 11=- "111.,- .. ~---AMENDED SOIL \~-t-1---tr " SCARIFY SUBGRADE MIN 2x WIDTH OF ROOTBALL ~-REMOVE BINDING FROM TRUNK, PULL BACK BURLAP TO SIDES OF ROOTBALL. EXPOSE NO BURLAP TO SURFACE AFTER BACKFILLING 0 CONIFER TREE STAKING / PLANTING NOT TO SCALE AMENDED SOil SCARIFIED SUBGRADE SECTION TYP. SPACING --TYP. GROUNDCOVER PLANTED AT NURSERY LEVEL (POTIED PLANTS OR ROOTED CUTIINGS) ~-MIN. 2" MULCH KEEP MULCH CLEAR FROM STEM cq,rlNISII GRADC PER LANDSCAPE PLAN P _conifer2 @ GROUND COVER PLANTING 5>-----~~~~~~- NOT TO SCALE P _grdcvr CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 engineering pile www.lpdengineering.com SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION "" .. ;:, .. "·f'.'f'.,c; FAZIO LANDS.CAPE ARCHITECTS 2244 NW Marke! Slreei Suite B Seattle, WA 98107 T: 206-f/4-9490 imv,;_ fazioa ssoc-iates. corn Professional seal No. Issue Description PERMIT SET Drown by: VW "roject flo: 15-010 PLANTING DETAILS Dote 06.12.15 .~eviewed by: RJF t .,, ,cf"\ ,,,...,('. ·.-\ ·,., -ij r<t:· j' ....• JUN 2 b '/(J':'i " ('. . c1n -· PLP•.l'~liU\JC.., Li\.; ,,..iiU'>i Original drowirg is 24" x 36". Scale entities accordingly if redjced L 2.02 SAWCUT ANO REMOVE , EX ACP AS NEC ESSARY i FOR STORMWATCR SERVICE CONNECTION .f, / I :: .'.'-;'. ).! .!/ .. i,,, I .J "--, /: I, .; i' ' ' I .I ···.''.~_-'·.··. ''v [,,: // ::; /! " -/,-' iv . / 1 //i _/,. ;' // // I' ; ! \ ,:: ' ' 1. I \ I · iJ) 1/l I SAWCVT IANO 1'REMOVE EX SIDEWALK <AT NEAREST! SCORE LINE OR THROUGH+-JOINT !\ i : ·-· i I : I •.1 I @s1LT FENCE SAVE & PROTECT EX FIRE HYDRANT TO REMAIN / REMOVE TIMBERS ANO WHEEL STOPS TAX LOT 784/300/55 REMOVE EX FENCE \ / / STABILIZED CONST;~,~~ION CD ENTRANCE W/CONSTRUCTION Q13 FENCING GATE __......_.....-- PROPOSED .STORM DRAINAGE SYSTEM, SEE SHEET C2.0 FOR DESIGN INFORMATION !., REMOVE EX FENCE REMOVE EX TREE (1YP) TREE PROTECTION ffi FENCING Q13 SAVE AND PROTECT EX CONC SIDEWALK TO REMAIN I.:: :: / /' / // / . / // / ' / ~ CONSTRUCTION .. Q13 FENCING APPROXIMATE LIM IT OF WORK @s1LT DIKE SAWCUT ANO REMOVE EX ALLEY ACP * C[28 / / )1 I i ! J,4Y /OT l34.1JD0!75 i I @s1LT FENCt I .. · . i I I ! ' ! I T 1 N /AK !OF 784/30()2 !5 10 0 5 10 20 781 _! J{J()2(}5 ~· -I I Scale 1"=10' CLIENT: RECOMMENDED CONSTRUCTION SEQUENCE ATS AUTOMATION ....-; 1. PRE-CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE AT EXISTING OR PROPOSED CURB CUT. LOCATION MAY BE ADJUSTED DURING THE CONSTRUCTION SCHEDULE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE.). 7. INSTALL STORM DRAIN SYSTEM CARTRIDGES) AND WET VAULT. VAULTS. IN SHATIUCK, STORM FILTER CB (NOT THE USE AND MAINTAIN AS TEMPORARY SEDIMENT 8. BUILDING DEMOLITION, GRADE AND STABILIZE SITE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DITCHES OR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING, GRADING AND BUILDING CONSTRUCTION FOR PROJECT DEVELOPMENT . () 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D 1--OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S W RECOMMENDATIONS. w I 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO en THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS W ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206 .262. 9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 W STANDARDS. _ =~J en 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS engineering pile www.lpdengineering.com ·· -I I DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH I ~ STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. c.:I ~ 13. sTAB1L1zE ALL AREAs THAT REACH FINAL GRADE w1TH1N sEVEN DAYs. '·", I O 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 11--r-· ·--·--... . . / <( 15. UPON COMPLCTION OF THE PROJECT, ALL DISTURBED AREAS MUST BE I :::::!!: STABILIZED AND BMPS REMOVED IF APPROPRIATE. • .I ,., • I I • I I 16. REMOVE AND CLEAN WET VAULT AND STORM FILTER CB. INSTALL STORM FILTER CARTRIDGES. LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR '"-/~/'"-'"-/~~~-'-'~I EX BUILDING f t ,,,.,,..w.w, /, //.1··«1 v7ZZZZ22 D ·-;y·-,j /.'.:::::,.< 31 PROPOSED BUILDING OUTLINE BUILDING/STRUCTURE REMOVAL CONCRETE REMOVAL STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE EX TREE TO REMAIN EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED EX FENCE TO BE REMOVED INLET PROTECTION LIMITS OF WORK TRIANGULAR SILT DIKE :·: \j·~--::;i·,_j A STRUCTUR,\L FNGINffRING CORl'ORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional No. Issue Jescription ··---· 1 PERf/lT SET 2 FIRE ACC 0 SS DRIVEWAY 5.08.15 6.12.15 .......J C ,0 ·v r·· :-.,,, .. ,.Jr•.l -l ., ~, ----------~'-=-===~·,N <( ____________ P_L,_· ,_·,'.'I-J1;_<_: _u·-'~;;:-,v. 1--------1-Drown by: JLC ~eviewed t;y: UP ~ ?roject .~o: 06011-2010-01 en :::> en TESC AND SITE I-DEMOLITION - :f ·---(~ --.............. ---·-···-'"-----. /·· .. , ..... -----·······-C ··············~ ... r __ • I / / / ~ / . -• ~ "' I -~ ;:i-I s_ <o " • ~ -~ I ~ '5 ~ I ~ ,! s: • "' I ~ 1' ·~ {\I I ] ~ ~ :2 ~ ./2 ~ "' 0 "' " ~ ~ ~ 0 ~ {l .~ "' ' 3a all 0.. "' "i l "' .Q. ~ L ....... JO SAWCUT ANDI ~EMOVE EX ACP {)/,i(:!j :'./.'.; ; P:/;f:::/9,;'f; ···············-··-····--·····»>- i Ii VI PROTECT EX CURB AND GUTIER TO REMAIN . . I REMOVE PORTION ! f i OF EX FENCE ·~ "' -~J--?"-=.i...""Th ii: j' ~l<) :_><),{)<::>()<,)\/<_":· -----• -· >,. •••• / ..,.... --_, • -~/ ••••••••• / •••• ·/ ·/ ••••• / ! • u I ····--~ .. ···~·-····=·' ........ --'~..... -/ ·?:"~F+--'F-~,,.-,c:¢y~~;~,,,;= ~-~ ·····~-.... ~-!'"'-.,,.....__ ···fiL ... L.:=.r~~ ~~ ( . ~ \,\ )$ I ~ I I I 11_1_ I ...... , __ ---- REMOVE PORTION ' OF EX .i CURB /' ' ' I I ' . ' ~ R~VE,rEXi ;;:LL - i. ii STRIPING WITHIN LIM IT OF WORK r····· ,·J CD. CATCH BASIN INLET~ \:.!.:3 PROTECTION (TYP) (il.11 1,, '-f.-'h,,I 9, '.)'', :' ~! ..:/ ·, I~!.;". i/;'. ~-G ,,1.,~ ~ -" '/' w/) \ /y /(1:,;f;ce/J. ('.JJ ' , !! iJ ... -........ ,.: ··-----· .. PROTECT EX CURB TO REMAIN r'.,'(;/(/-/ L:/:i(; !-.":.,:;{.,_";: 1/ .......,, -------- N 10 0 5 10 ~---'. 1 Scale 1"=10' LEGEND -----PROPERTY LINE µ,µ __ .,,. /. c.: --"''" .. •' EX CONTOUR (INDEX) EX CONTOUR ,///// EX BUILDING =•=•=•= m,u,,,m,,x ·'ii i PROPOSED BUILDING OUTLINE '/ //•/, / /, /;j BUILDING/STRUCTURE REMOVAL -,: ..,.7".'"/~,..,,.r-;,,:-:".' SAWCUT LINE //·,/\/~ASPHALT REMOVAL CZ:72777); CONCRETE REMOVAL ·-/··--/ STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION FENCING SILT FENCE ('-) .J1=. EX TREE TO REMAIN ··,.,,; v!''\ 7'\ EX TREE TO BE REMOVED TREE PROTECTION EX CURB TO BE REMOVED EX FENCE TO BE REMOVED iG INLET PROTECTION -·~ ~ LIMITS OF WORK D TRIANGULAR SILT DIKE Call 3 Working Days Befor:ia_:•01 1-800-424-5555 20 ! __J CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE. SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206. 725.1211 f. 206,973.5344 engineering pllc www.lpdengineering.com ·; i,] '_:-.. ,i \/ A STRUCTURA ENGl~f:CRING CORPORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfagetcom 1\Jo. l::;::;ue Descripliun PE,vrr SU -···------- 2 FIRE ACCESS D,1\/EWAY Jate s.os.· 5 6.12.15 .,_,,....(...._,,.,....1, .lff"""ii'."""') = -,.-pJ!-·i 1'\L. c./L, v LI. ______ __J_\.JN 2 5 2015 --··---- ---------·--· ·--· ~----~· 1--Drawn by: JLC ~eviev,1ed by: UP ~ Project ~o: 06071-2015-01 (() ::> en TESC AND DEMO FOR FIRE 1--ACCESS -~ Origic,cl drnwicg is ,+" , 36". Seal, ec,titics occordicgly if reJ,ced ~ C1.1 ' • • ,,M"'•'-'°'' • s• ' • ,O'L\-'o,.,,, ,,;,,, • '•,,'oL.,J l ADAPTER SKIRT GEOTEXTILE FABRIC RETRIEVAL STRAP SEDIMENT ACCUMULATOR (MIN. 0.5 CF STORAGE) OVERFLOW (TO BYPASS PEAK FLOWS) SCHEMATIC DETAIL PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR APPROVED EQUAL MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY ADDRESS: P.O. BOX 375 PRESTON, WA 98050 TELEPHONE: (800) 909-3677 WWW.SHOPBOWHEAD.COM 6" OVERLAP CONSTRUCTION AREA OR STOCKPILE AREA • A CONSTRUCTION AREA APRON FLOl',l APRO FLO'/i NTS CATCH BASIN INLET PROTECTION 1 DIKE SECTION NOTE: ... : • 4' . . . . ·. .• • i" • . ~ . . . • -· . " .• • 4 •• . . . . . . .· -.~ ... 4 • . • ' ~-~d-' •• -.. , \~-• . -. . . ' .. . . ·. : . · .. ~ ' ' • 4 • • .. . ' - . • 1. ' ' ' ' . . . . . •, . . , ' .,,, ' . "•, ' ... . . . '. . . . . 4,. 4 •. '., ·-• ' ,4 ' • 'I,· ' •• 4 . ·. -. ' -. 4 •• " • _· ·_ •• _. ' 4 • • • . ' : •.• " J •• t A l . :, IF THE SURFACE AREA IS CONCRETE, ADHESIVES SUCH AS LIQUID NAIL OR SAND BAGS SHALL BE USED. IF IT IS AN ASPHALT SURFACE, A RUBBERIZED ASPHALT EMULSION CAN BE USED. THE TACKING AGENT MUST BE APPLIED UNDER THE FULL LENGTH OF THE BARRIER SECTION AND THE APRON. SECTION A-A LIMITS OF SEDIMENT CONTROLLED· AREA ' - NTS 5 SILT DIKE 25'R OR R=AS NOTED 12" MIN. DEPTH GEO-TEXTILE FABRIC 4" -8" QUARRY SPALLS NTS 2 CONSTRUCTION ENTRANCE - "' SADDLE CLAMP (TYP) ' . ; • • . AJl. • .). • {YY.,YY ,'\ ,N'l "/Y .,YY Y!YY'J Vv v'YY'1 'VY\ Vv v'YY'1 IV IVv'Yvv v'YY', 'V', A.II A.JI JI.A ~ A A JI. JI .A. I. J. A A A A ~ .. I. .... AJlA JIAAAA l J. J. I J. J. I. I. I. A A A A A I. A A A AA AAJl.A A.JI. \ A A J. ... .. .. ....... J. I. J. (.A AA.JI.A J. I. J. J. I. I I J. J. J. '-A AAJ. A AA .. .. .. J. '-A J. A A . , . " J. J. ... J. , , . .. J. J. ... J. , A , .. ... J. J. J. Jl J. • • ~ \/'AJl A A J.A .A.) I I._. T TI.T T _.•_. 1 I IT A.I. A A.) YTT TYTYY A A A I I I I I II.RII J.I A,) Y YllYYTYY YYT JI.AAA.AAA AJI. II I II I I .RJ. 1.J. J.I Y TT TTllTY YT T AJI. AA .11,_.11, I II 11111 IT I. A Y Y T .R.J. .RA.RT TTITITlll A AA I I I. .J. A J. T 11 T Y Y 11 Y 11 IT A AA JI.A A I I. IIJ.1.1 I I I J. A T TY Y YT T Y A AA.I.A A J. Vy 1 11 1 1 11 1 I 1 11 1 I I 111 1 , .. •y ,. ~ \' ···v ·: ·: , ....... ~ .......... . JI, A I. } I I. OAA AA• A•~••••••••••• .AA JI, • } I I. A .RJ. v\;A,,A.AAJ...) Yllllll Tll T I" I I I I I. I I I. JI I. I. JI. ) I" T I I I '" \, y y J. T I.IJ.I ) III.Ill.I.} I" Y Y TT 'I' I" III II I J X A A I T I I I l .. ... ...... Y I T I l I I A .I .I .I Y I I I l I _. I. J. J. J. I .a. 1. X) I II 11111 .. -:a: J. ... ) ll llll TIIII I. I A _. J. _. ) ll lllllTIIII I. I A _. J. _. ) ll llll1"TIIII V ' ~iu;;/N 11 i 1111 1_1r 1\111~~1 111 11_11,'1:11 111 111 111111'11/\1rn111_"1_i~1irn1 111 1'1:11 \1111_1111 111 1ii~i~11 111 11i 111 1~11111 ·u 1~ '' -111 111--111--l 11--1 =1 ,,_, ,,_,, ,_,, ,_,, 1=111--cc111 =111 111 111--111 111 I l l-111 - . '-I I 1-1 I I-•. . '_:___ I 1-11 1-=11 l==l 11=-11 1-t' ' 2" x 2'' MESH, 11 GAUGE MIN PROVIDE SECURE ATIACHMENT AROUND ENTIRE CONCRETE BLOCK MIN 80 LBS FENCE PANEL NTS 6 CONSTRUCTION FENCING METAL SUPPORT POST 6' -8' ON CENTER SPACING, MIN 5' HT. BARRICADE FENCING --- (ORANGE CONSTRUCTION FENCE) MIN 4' HT. SURROUND TREE OR GROUP OF TREES AT DRIP LINE OR AS SHOWN ON PLANS NOTES: I f---<J) 0 0.. L!) -POST N BURIAL DEPTH 1. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITIEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING PLAN. 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST. 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. NTS 3 TREE PROTECTION FENCING NTS NOT USED 7 I I I I I 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER---... FABRIC MINIMUM 4"x4"-_.,-- TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATIACH FABRIC TO POSTS. -T 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED r lllr~~T~illTITn,~~l~~l~INIMUM POST SPACING MAY BE 4"x4" INCREASED TO 8' IF WIRE TRENCH BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT ~1 2' MIN 11~=ffi--'l ~-TIT-= 12" MIN I 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NTS 4 SILT FENCE NTS NOT USED 8 "L------------------------------..J._-------------------------------'----------------------------------------------------------------- CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction &: intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p, 206]25J211 I, 206.973-5344 engineering pile www.lpdengineering.com ., /", STRUCTURAL ENGl~FERING CORPO,ATI% 2124 Third Avenue -Suite 100 -Seottle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com No. Issue Descriµ~ion Dule PCRl,IT SET .:i.08.1::5 2 f-T--(C.. /1cc::ss JRIVEWAY 6.12.15 ------- -~JUW2 5---zms .....J ~-----~ 1--IJrawn by: JLC Revie\"led by: UP ~ Project ~lo: C6C71-2015-o·, co => Cf) TESC DETAILS 1--- w a.. C1.2 ..,, " -~ i5' :§._ t "' ·~ GENERAL NOTES 1. EXISTING CONDITIONS: A. CONTACT ALL NECESSARY UTILITY PURVEYORS TO COORDINATE UTILITY CUTOFFS AND REMOVALS. VERIFY THAT ALL APPROPRIATE SERVICES HAVE BEEN DISCONNECTED. B. CONFORM TO LOCAL GOVERNING REQUIREMENTS REGARDING NOISE CONTROL. C. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: 2. ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, ALLEYS, SIDEWALKS, AND ADJACENT FACILITIES. 3. DO NOT CLOSE OR OBSTRUCT STREETS, FIRE LANES, SIDEWALKS, ALLEYS OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 4. IF REQUIRED BY GOVERNING AUTHORITIES, PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS. A. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES AT POINTS OF CONNECTION PRIOR TO COMMENCING WORK ON NEW UTILITY THAT IS TO BE CONNECTED TO THE EXISTING UTILITY. COORDINATE WITH OWNER'S REPRESENTATIVE IF ACTUAL CONDITIONS ARE AT VARIANCE WITH PLANS. B. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION TO ALLOW FOR COORDINATION AND MITIGATION OF CONFLICTS WITHOUT DOWN TIME. 5. DIMENSIONS AND LAYOUTS: A. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND IS REQUIRED TO REPLACE ANY STAKES OR BENCHMARKS THAT ARE DISPLACED OR MISSING. B. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR AND CITY RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY IF UNDERGROUND UTILITIES NOT SHOWN ON RECORD DOCUMENTS ARE ENCOUNTERED. C. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE LOCATION STAKES. A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW FOR THIS WORK AND SHALL BE ON SITE AT ALL TIMES WHEN WORK REQUIRING CONTROL IS BEING PERFORMED, TOGETHER WITH ALL NECESSARY EQUIPMENT, SUPPLIES AND INSTRUMENTS RELATED THERETO. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO THE OWNER OR OWNER'S REPRESENTATIVE, FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 6. REGULATORY REQUIREMENTS: A. COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND SAFETY REGULATIONS. IF THERE ARE ANY CONFLICTS AMONG REFERENCED STANDARDS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. B. OBTAIN ALL NECESSARY PERMITS. GRADING NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "GEOTECHNICAL ENGINEERING REPORT, ATS WAREHOUSE, PAN GEO, INC. DEC 23, 2014. 2. THE PROJECT GEOTECHNICAL ENGINEER OF RECORD OR HIS REPRESENTATIVE MUST BE ONSITE DURING CRITICAL EARTHWORK OPERATIONS. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL EXCAVATIONS AND FILL AREAS. IN ADDITION, THE ENGINEER SHALL INSPECT THE SOIL CUTS PRIOR TO CONSTRUCTION OF WALLS AND INSPECT THE COMPACTION IN FILL AREAS. THE ENGINEER MUST SUBMIT FIELD REPORTS IN WRITING TO THE PCD INSPECTOR FOR SOILS VERIFICATION AND FOUNDATION CONSTRUCTION. ALL EARTHWORK SHOULD BE IN CONFORMANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT. 3. THE GEOTECHNICAL ENGINEER MUST BE PRESENT AT THE PRE-CONSTRUCTION MEETING(S). IN ADDITION, THE FOLLOWING CONSTRUCTION STAGES MUST BE INSPECTED, MONITORED, AND TESTED AS NECESSARY BY THE GEOTECHNICAL ENGINEER OF RECORD: A. SITE CLEARING AND STRIPPING OF ORGANIC TOPSOIL FOR ALL AREAS TO RECEIVE STRUCTURAL FILL, PAVEMENTS, OR FOUNDATIONS. B. CUT SLOPES OVER FOUR FEET HIGH. C. BENCHING FOR FILL TO BE PLACED ON SLOPES. D. INSPECTION OF PROPOSED IMPORT FILL MATERIAL, PRIOR TO PLACEMENT. E. PLACEMENT OF STRUCTURAL FILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. F. SUBGRADES FOR RETAINING WALLS, FOUNDATIONS, AND FOR THE BASE OF ROCKERIES. G. INSTALLATION OF SUBSURFACE DRAINAGE FACILITIES. H. UTILITY TRENCH BEDDING AND BACKFILL, INCLUDING OBSERVATION OF PROPER MOISTURE CONTENT, LIFT THICKNESS, AND MINIMUM COMPACTION. 1. UTILITIES ON STEEP SLOPES; SLOPE ANCHORS AND/OR BACKFILL SLOPE STABILIZATION. J. ANY UNUSUAL SEEPAGE, SLOPE, OR SUBGRADE CONDITION AS DELINEATED IN THE GEOTECHNICAL REPORT OR DISCOVERED IN THE FIELD. 4. AT THE END OF CONSTRUCTION, THE GEOTECHNICAL ENGINEER SHALL SUBMIT A FINAL SUMMARY LETTER VERIFYING THAT CRITICAL STAGES OF CONSTRUCTION HAVE BEEN INSPECTED AND ARE IN CONFORMANCE WITH GEOTECHNICAL REPORT. 7. SAFETY SYSTEMS: A. PROTECT ALL EXCAVATION IN EXCESS OF FOUR-FEET IN DEPTH WITH A SAFETY SYSTEM CONFORMING TO THE REFERENCED REQUIREMENTS. B. THE CONTRACTOR'S EXCAVATION SAFETY SYSTEM SHALL BE DESIGNED BY A QUALIFIED PERSON AND MEET THE REFERENCED REQUIREMENTS. C. ALL EXCAVATION NOT REQUIRING TRENCH SAFETY SYSTEMS SHALL ALSO MEET THE WISHA SAFETY STANDARDS AND CITY OF BELLEVUE REQUIREMENTS. 8. EXCAVATION: A. MATERIALS NOT DESIGNATED FOR SALVAGE SHALL BE BROKEN UP, LOADED, AND LEGALLY DISPOSED OF BY THE CONTRACTOR. CARE SHALL BE TAKEN REMOVING ITEMS TO ENSURE THAT DAMAGE DOES NOT OCCUR TO THE EXISTING TREES AND IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. ALL REMOVALS SHALL BE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAWCUT AT THE LIMITS OF REMOVAL. ALL CONCRETE WALK REMOVALS SHALL BE SAWCUT AT THE NEXT ADJACENT JOINT. ADJACENT MATERIALS DESIGNATED TO REMAIN THAT ARE DAMAGED BY THE CONTRACTOR DURING THE WORK SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. B. SPRINKLE EXCAVATED MATERIAL AND ACCESS ROADS AS NECESSARY TO LIMIT DUST TO THE LOWEST PRACTICABLE LEVEL. DO NOT USE WATER TO SUCH AN EXTENT AS TO CAUSE FLOODING, CONTAMINATED RUNOFF, OR ICING. C. IN THE EVENT THE CONTRACTOR ENCOUNTERS UTILITY LINES NOT SHOWN ON THE SITE PLAN OR OTHERWISE INDICATED TO BE SAVED, REMOVED, OR ABANDONED, THE LOCATION OF SUCH LINES SHALL BE MARKED IN THE FIELD AND THE OWNER'S REPRESENTATIVE NOTIFIED. 9. FILL MATERIALS: A. ALL MATERIAL WHICH IS PROPOSED TO BE USED AS FILL, BEDDING OR BACKFILL SHALL BE GRADED AND TESTED FOR MOISTURE CONTENT AND COMPACTABILITY. GRADATION AND TEST RESULTS SHALL BE SUBMITIED FOR REVIEW AND ACCEPTANCE BY THE OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. SEE SPECIFICATIONS FOR INFORMATION AND RESTRICTIONS ON THE USE OF RECYCLED MATERIAL AS FILL. B. MATERIAL USED IN FILLING SHALL BE APPROPRIATE TO THE SITE AND THE INTENDED USE OF THAT PORTION OF THE SITE. C. TOPSOIL SHALL NOT BE USED AS A FILL MATERIAL. D. NO FROZEN OR THAWING MATERIAL SHALL BE USED IN A FILL. E. COMMON FILL MATERIAL SHALL CONSIST OF ON-SITE EXCAVATED SOILS FREE OF ORGANIC AND DELETERIOUS MATERIAL AND OF SUCH SIZE AND GRADATION THAT THE SPECIFIED COMPACTION CAN BE READILY ATIAINED. THE MOISTURE OF COMMON FILL MATERIAL AT THE TIME OF PLACEMENT SHALL BE WITHIN A RANGE OF ONE PERCENT ABOVE TO TWO PERCENT BELOW THE OPTIMUM MOISTURE CONTENT FOR COMPACTION. F. GRAVEL BORROW: PER SECTION 9-03.14(1) OF WSDOT. . CONSTRUCTION NOISE NOTES 1. FOR ALL COMMERCIAL, MULTI-FAMILY, AND NEW SINGLE-FAMILY HOMES, CONSTRUCTION-RELATED NOISE IS ALLOWED 7 AM TO 6 PM ON WEEKDAYS AND 9 AM TO 6 PM ON SATURDAYS . NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6:00 PM. 2. CONSTRUCTION-RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES 1. ANY EXCAVATED MATERIAL REMOVED FROM THE CONSTRUCTION SITE AND DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. STREET SWEEPING NOTES 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. DUST SUPPRESSION 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE MINIMIZED AT ALL TIMES. 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE DIRECTOR. PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM. G. STRUCTURAL FILL SHALL BE NON-ORGANIC SOIL, ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, PLACED IN MAXIMUM 8-INCH LOOSE LIFTS, WITH EACH LIFT BEING COMPACTED TO AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DENSITY USING ASTM:D 1557. STRUCTURAL FILL SHALL BE PLACED AND COMPACTED WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT. 1 O.COMPACTION: REQUIRED COMPACTION: COMPACT FILLS AND BACKFILLS TO THE FOLLOWING MINIMUM RELATIVE COMPACTION (PERCENTAGE OF MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557). LOCATIONS UTILITY TRENCHES: UNDER WALKS AND PAVING: AGAINST WALLS: PLANTING AND LANDSCAPE AREAS: OTHER: 95% 11 .Fl ELD QUALITY CONTROL: REQUIRED MINIMUM RELATIVE COMPACTION 95% 95% 90% 85% A. THE OWNER'S TESTING AGENCY SHALL PERFORM TESTING. THE OWNER'S TESTING IS ONLY TO VERIFY CONFORMANCE WITH THE PROJECT PLANS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT THE WORK MEETS THE REQUIREMENTS OF THE SPECIFICATIONS AND THE CITY OF RENTON. NTS GENERAL NOTES 1 SWPPS PLAN NOTES 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON-SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE B A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON-SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF-SITE AT AN APPROVED AND LEGAL LOCATION. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 1 O.THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMPS AND RESPONDING TO A BMP THAT NEEDS ATIENTION, INCLUDING RECORD KEEPING. 11.THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12.THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMPS AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. . NTS NOT USED CITY OF RENTON TESC NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 4 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1 ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com ,: "'• ! ·, :_,._ ·-J ~:· /. ,.,.:. 1 . . ' '! .. ) ' . A STRUC I Uk AL ENG"IEUll1~G CORPOR/1 TIO~ 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com No. lssJe Description Date -- 1 PE,VIIT SET ::i.08.15 2 1-IR[ ACC[SS 1JRIVl:WAY 6.12.15 JON 2 5 Z[)lJ _J <( _ 1------------1--Drawn by: JLC Reviewed by: UP -~ Prcjec; No: 06071-20' 5-01 co :::::> en TESC NOTES 1---22 Ocigkol drnwiog is 24'" , J6'". Scole ec,tities occocdio,gly if ced,Aed ~ I GRADING NOTES 5 CONSTRUCTION NOTES 6 SWPPS NOTES 7 CITY OF RENTON TES( NOTES 8 ~ C 1. 3 ~L_ ______________________________ _,__ ______________________________ ...._ ______________________________ __._ ______________________________ .....1 i I SD+1 MH lYPE 1-481 i' STA. 11 +08.86, 16.8;3'' LT W/SOLID LOCKING LIQ' CONNECT TO EX 18"! .SD RIM 28.10 IE 21.59 ( 12" E) IN · .. '·s.,) EX IE 20.60 (18" N m ,'.~a:,)_i'.':{ "J,ii(,~'"f""f 8 ;(.;;.;,'4. ,}(} ?" ,.:;-··===2/H -'t .. I ! :·. -(.i ·fi / t ' I I . ' I ,; 10:LF 12",SD@ v· r/, ' -i 511 LF 12" 0 .. \ ~+ 16: LF 6" VA LT rn&TING DRfllN CONNECTION 1:0~ Ml~., 2 \ I : I C) 1_/) I' \ 1T), LF ,· SD b 1.D% I MIN. CONNECTI ROOF ,DRAINS ,, I I ,:, 1 ,.,;; ,1° rrn y,wn; 1 , W SDt8 SDC0 . '2) RIM 28.~0 ,, IE 25.60 I i;1 I I I '.j! FL 27.9± ME . I -.. -... :.. .. > I; l ·.··-' . '' I I - I: .. ... ... . .. ' ! _ ·:-r···· ·---·-: 1 ....... !.i ·(, .) .. ; ... _ .. 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CONNECT INTERNAL ROOF DRAIN WBDi11 SDCO '2] RIM 30.45 IE 27.45 30.BO 71 LF 6" SD @ 1.0% MIN. r)/V(/rT!'F di i)/,/( H/ .:c.· 2C' . .,, 29.3± M 1,_; 9.60 / / / / ' / / / WSD*1 SDCO '2J RIM 31.05 IE 28.05 soo socoffi RIM 29.60 '2) IE 23.60 18 LF 6" ROOF DRAIN @ 1.0% MIN. CONNECT INTERNAL ROOF DRAIN 30.50 11 0 LF 4" FOOTING a"\ DRAIN (TYP) '2) -'. / / / / / / / // / / .. -· . / / ' / / / / /'\ ... (;,/;//." !)Si4 // s.; ---------· ----------··--·· . (j 29.1± ME ---------·- / r-~D MtYP:Tt?J ·')'·.. :.'->i!T'.;'/!C ' / / / ,' ,/ / / / / / . // / / / , . / / / / / / , / !/J( f.()! 784/JCO! 75 r ,1 !, \ I TC 28.90 Ii ,. TAX ;__or 784!]002!5 33 LF 8"f SD @ 3.0% r~ i,; I, , 9.2± ME JAX LOT lc.14!]00205 : w SD 7 CB 1YPE 1 8 RIM 29.15 IE 26.48 (8" W) OUT l J 'I ! ---···-····-----··············-··········· ··-····.=::::::_ .. /AX wr 784 l ]0()20 ! 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FF 78.0 / / EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION EX BUILDING ///>;//////4'.'.//:J PROPOSED BUILDING 1 ~-::=!::' ;:'::;;:::=·:;:· ~·1 CONCRETE PAVEMENT PERMEABLE PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT !/,··+•••·'"'·*"'"'"''"""''' SITE WALL VERTICAL CURB CURB AND GUTTER CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN STORM DRAIN CLEANOUT DOWNSPOUTS ·· SIDE SEWER PIPE 1,--------SEWER CLEANOUT 1:-------___SIDE SEWER CONNECTION '~J,-..-----FIRE HYDRANT j FITTINGS SERVICE LINES EARTHWORK QUANTITIES: AREA OF WORK 21,500 SF STRIPPINGS: 243 CY (INCLUDES 12" EX BUILDING @ 57 CY, 4" EX PAVING @ 94 CY, AND 12'' EX LANDSCAPING @ 92 CY) CUT, 456 CY FILL: 704 CY (INCLUDES PAVING SECTIONS AND BUILDING) EARTHWORK QUANTITIES ARE FOR PERMITIING ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY PLAN QUANTITIES FOR BIDDING AND CONSTRUCTION. Call 3 Working Days Belor~.1{~ DIGI C<] 1-800-424-5555 20 l CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 Al\ reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com J '.:_ ) A STRIJCTJRAL ENGINEcRIN ! •: , .. ) ,_._._ COR?O A IION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fa,: 206.443.4870 www.swensonsayfaget.com Professional i\o. Issue [)escription Date ----------·--5.08.15 PERMII SET 2 ,IRE ACCESS DRIVEWAY 6.12.1=> .~~~ ___ _._.l<""'E=CEIVFD ---·--·· __J_ .. ---- <(_ ---J\JN-.ifi-2015 C-}'I'\#'~--,.,_,,.~.~ ·'"·•,,_'.~.I ~~ j ··v. :.L~, . .,...,~~ ---PU.:.~(!'-:~ e,:·v.~:CN 1-----------1--Drawn by: JLC f~ev'1ewcd by: UP ~ Project No; 06071-2015-01 co ::> Cf) GRADING AND 1--DRAINAGE - LU a.. C2.0 ------------- ------------"·--------~·----------------------- 40 f----~~-~--------------------------------------------------------------------------- (f_ ---1- 35 30 25 SDl1 MH TYPE 1-48; STA l 1+08,8$, 16.83 -LT W/SOLID LOCKING LID_ CONNECTTO'EX 18" SD- RIM--28:--10----------- IE 21.59 (12" E) IN ~x IE 20.60:(18" N, s) : 51 LF 12" $0 @ 1;0% - ROW I I $D*2 CB TYPE 2-48 W SOLID LOCKING LID RIM-28.60 -___ JE __ 22.10 Kt2,.i_:J IN IE 23.00 '(6" S) -IN - IE 2_3.00 : __ (4U s_ ) IN_ • _IE 23.00 :( 4'' SW) IN : IE 22.1 0 j( 12" W) OUT 1-·-·----------•---•-----------------;- . ' . . . . . . . .. ,. . . . . . ., .. 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" N c---en OJ OJ [JJ (jJ co ('-l N G; N N cc IX) cu rn N N N N u Cl u Cl Cl w w w w w 10 G ci-(') CJ· w LL-w LL Q(D· o:J N W OJ N c-c C'.:J e-w LL "' OJ CD N Cl w ·:D· UJ c---m m [fj N N (_'} Cl ~ w Li; (-'J sJ---<D "'1· ci w 0 n N n (_) Cl '' ~ LL w ~- 24 )<6 XS D _ _ _ ! -• __ 6' ;3TORAGE (86/1-CF) sJ--Ol (jJ 0 co 0 en IXJ- [fj 0 (jJ m N n N N G Cl G G w LL w LL n •r) ,.____ I.D· 0 OJ CG en Fl-sJ-N· UJ m ,n w m OJ m OJ co cu N N N N N N-N Cl o-G Cl (~ t..'.)· G w LL-w LL· w LL-w 40 --~ -I ~~ - ae LF 12" so! @_o.6% 25 . . . . ' . . . • 8Dt6 CB TYPE 1- -RIM 29.35 • _ ---------_____ I_E_ 26,00 -2» N) OUT --~ ------------1 15 OJ-m ~ CfJ ~-lO co N Ul IX) 0 m r--SJ 'i'-""" ~: LD-IX) sJ-_ OJ cu_ -sf--0J. L() n c---n 01 0 <D C--.-'CC [fj CD m IX) Ol 0) 0 Ol ci 01 0 Ol 6 m oi (Jj m- N N N N N N J) N n N Cl N r-,~-N N N N ci-(_O Cl " Cl G ,. r,. Cl Cl G e· Cl c-Cl ,. "· Cl l'J· ~ ~ ~ LL w ~-w "--w ~ w ~ w "--w LL w ~ I ,I LL 10 f---------------------------------------------------------------------------~-----=-=-~---=-~----=----------------------------------------------------'------------------------------1 _.,, ~ ·!\', §._ 12" INLET PIPE IE 21.50 12" INLET PIPE IE 21.50 12" BACK-SLOPED OUTLET PIPE IE 23.50 A ~ s, 24' 12" VENTILATION PIPE 4 .. PERF FOOTING SOLID LOCKING COVER DRAIN IE 24·00 W/ SDCO RING AND L mmmmMm™mm~wMmwww~mmw~m mmwwm™smmmmmfilM@~m~m~ 12" INLET PIPE IE 21.50 I 3' -v---1- 3• SECTION A-A ' .. ~ .... · ... 0.5% MIN . :-··., .. ' •• -·r LADDER OR RUNGS FROM-----' ACCESS TO FLOOR CENTERED ON HINGED ACCESS OPENING Plan View RIM 30.41± 12" INLET PIPE IE 21.50 24" ACCESS RISER W/ 24" SOLID LOCKING LID RIM 30.56± SECTION 8-8 A l F'£.ow -.._: OUTLET ~;.t·:~:: / ,~: i'-.. '"· ,• INLET ':_ "1~-1,----,----;;,,-::.-+-t 13:-7HIH·'---'--t-+- TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RlNGfRISERS (; \)-~---~ _,_ --'j INLET PIPE_/ i .,-~ 60" 1.0. MANHOLE PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 41A STORMFIL TER CARTRIDGE · /' STRUCTURE "---112")0.D_ :~ i FLOATABLES r~ / reAFFLE '_/-__ / -- FLO~Kff7 \_ ' _, -\_ HDPE OUTLET RISER OUTLET SUMP SECTION A-A ; C(~NTECH' .;::: lb•Stormw.i.rM,nog..,,~ STORM FILTER DESIGN NOTES STORMFIL TER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES. 060" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpm/sf) 2 gpm/ft2 I 1 gpm/ft~ 2 gpm/fP I 1 gprn/fl" 2 gpm/ff"' I 1 gpm/fl2 CARTRIDGE FLOW RATE (gpm) 22.5 I 11.25 15 I 7 __ 5 10 I 5 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID SD#3 WATER QUALITY FLOW RATE (cfs) 0.052 PEAK FLOW RATE (cfs) 0.216 RETURN PERIOD OF PEAK FLOW (yrs) 100 # OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE 7_5 MEOIA TYPE {CSF, PERLITE, ZPG, GAG, PHS) CSF PIPE DATA. I.E. MATERIAL DIAMETER INLET PIPE #1 24.50 HOPE 12" INLET PIPE #2 . . . OUTLET PIPE 22.20 HDPE 12" RIM ELEVATION I 29.30 ANTI-FLOTATION BALLAST I WIDTH I HEIGHT GENERAL NOTES FRAME AND COVER (DIAMETER VARIES) N.T.S. 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. I NOTES/SPECIAL REQUIREMENTS· ~ PER ENGINEER OF RECORD 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. NIA I N/A 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET MSHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF O' ~ 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PJPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA {sq ft). INSTALLATION NOTES 1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT ANO SET THE STORM FILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE, 4. CONTRACTOR TO.PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFIL TER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 • • A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering p 11 C www.lpdengineering.com ' ' • A STRUC fURN_ ENGINEckl~G COR 0 0RATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com Prulessional No. Issue Description Jate PE'NIT SEI ~-08. I 5 2 FIRE fa.CCESS D,IVEWAY JUN 2 5 2015 ......J <C----~ 1-----------1-Jrown by: JLC Reviewed by: UP -,...., ~ cCOJ8CL No: 06071-2010-0I co :::> Cf) DRAINAGE PROFILE AND I-DETAILS -~ Ocigi_ol drn,·,iag is 24" , 36"_ Sc,le ec>titics occocdiagly if ced,accd ~ SCALE·. 1 • -_5' ,._§!?.rTI __ !l!~o:,,,.-, ENGINEERED SOLUTIONS LLC I STORM WATER WETVAULT FACILITY 2 ,~~~='""'""'"'''"''''" ·~t¥i,~f£~~ii£[~1;;i:~l1:l}{0;~;,!;:' 60 11 MANHOLE w / 4 l 811 STORMFILTER CARTRIDGES 3 ~ C2.1 "L--------------------------------------------------------------------------------~---------------------------------------------------------------------------------....1 .liJ -~ "" ~ t "" -~ . ~! L " ' FRAME AND VANED GRATE PIPE ALLOWANCES CPSSP:11 (STD. sn:c. ;i-0:, 20) 12" [~OL1ow,:.,w..pvc ---·--~-----·1 \•>TD. SPEC. 9 ()5.1,.\1J) , i PROFILE WALL PVC 1 ' (S"fD. SPEG. 8-05.·\2\2)) i 15" * CORRUGATED POLYEH-!Yi .. ENE STORM SEir'IJER PIPE RECTANGULAR ADJUSTMENT SECTION I I 'I I SEE NOTE') ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acooptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibeis {placed according to the Standard Specifications}, or wire mesh having a minimum area of 0.12 square indie:, per foot shall be used with the minim11m required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be plrn;ud in the knockouts. 2. Thu knockout di<e1rns1ts1r shall riot b'sl grnater than 20". Knockouts 6hall have a wall thickne.ss of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between IM knockN1t wall and the outside of the pipe After the pipE::! i.s installed, n11 thE::! gap with joint rnortar in accordance with S!andard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5' 4. Tho f1<1me a11d gmt1;1 must be inc,tallod wilh the flan~o down 5. The Pmi.:cJst Base Section may have a ro1.mded floor. and thfJ walls may be sloped at a rate of 1 :24 or steeper. 6. Th€ opening shall be rneasur,,:a at the top of the precast base section. 7. All pickup holes shall be grouted full af!i:1r the basin has been plaC€d. 8. All grade rings and castings shall be set in mortar in accordanr..o with Standard Specillcat!on g .. (.)4.3 NTS 1 COR STD PLAN 200.00 -CB TYPE l t'~: BOLT-DOWN HQLE(TYP.) /_,,~ ' -518"-11NC.SEE-~ ! DETAIL&NOTE2 ! I i' J1 ~ .. · ...•............ ij TOP ,,,.,·~-~----1 NOTES 1 This frame is designed to accommodate 20'" x 24" grates or covers 2 Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" -11 NC x 2" alien head cap screw. Location of bolt down t1oles varies among different manufacturers. ~--~----~--~% ···········-··-··-----·-··-··-··-··-··-··-··-···· ··········-----~. •• . ·········-··-··-·-·-···· ·······-··· ., ,;;{ . ' .·,, 3. Refer to Standara Specification 9-05.15{2) for additional requirements. SECTION G; RECESSED ALLEN 1 HEAD CAP SC!~EW ····..,, .. ·.· .• · .. -. 518"-11NCxT ' '! ! cec,si'S• '·~ -~:~:: .. :/ ~i~1 (R,\l.iE --\ I ~h ~~ ISOMETRIC VIEW DETAIL (i0 SECTION BOLT-DOWN DETAIL S~E t>>:)7~ a "' z I ··-[ r CAT:::H BASIN FF'AME AND VANED GRATE (Df:fAIL 204 00) ~ -...-......._ "-----..__ /,,. HAr<DHO~O ~ ~\>-kt); ~ :::(~,, _( HECTANGULARADJUSTMENrsECll'JN :';l? _ ------.---,---1 OR CIRCULAr~ ADJUSTME,\IT SECTION •. \?_ :: __ -: "• --GROUT, TYPICil,L (SH: NOfE 5) -. ' --:~_-.~~\~. "7·". .~-,~'<-7/_,;,·~:'.; !·:,::-. -FLJ\TSLABTOP --~-.. ;= !:ti =!,r_.\_ ... · .. _·.'j,,: ?o8'. a,Y, <ill', n". &-1" 0~ ~a" CATCH BASIN DIMENSIONS i-~·A TC;:;-··· 1-----·-T;~:.;;~~;~ : M N1Mi;i;I. -·-sAsE REINFORCING STEEL f!foSIN WAL!. BASE ~NOCKOUT i DISTANCE m</ii.. IN EACH DIRECT ON , 1 . THICKNESS•THICKNESS. BETWEEN D A,!E-. TER ! SIZE KNOCKOUTS ~1:PARATE BASE ! INTEGRAL BASE 48' 4· i 6"' 3B" $"' 023 0.15 r--···54;···~ 45'' I 8'' 4;;.-----3:;-···-0.19 o.rn f--.·-eo, 5· _ L i:;,· ·-· -.!s·· -;.-·· o.2fJ -t 0.25 k:-d~-H~J ... E-i--::: __ , -:::--t-~H NOTES 1. No steps are reqllired When height ii:! 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3 The rectangu!ar frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. -t, Knockouts shall have a wall thickness of 2" minimum lo 2.5" maximum. Provide a 1.5" m1n1murn gap between the lrnock.oul wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standord Specification 9-04.3. 5. All grade rings, ri<0ers, and castings shall be set in mortar in accordance with Standard Specification 9-04.3. -----······-··----------·-··--·· --- CATCH PIPE MATERIAL WITH MAXL\lUM !NSIDE D!AMETER . 1' sAs1N -----------i-· ~;---: -----·-·-T"sou:;-PROf'iLF. · 'D1f1!1ETER CONCRETF..I METAL • CPSSP WALL,, WALL • · ! C1_; PVC~; PVC ·":i_..· ~tJ" 2.4'' i "JO'' i 24'' 27" 30'' -----~" :JO' l_ __ ':_~~--_ ! 30" 2_T___ 36" --:;--::~ -~ -;:~ -t :::----!----~~:-----. ::: . ~'4 E_E· . '--'°--'"" 36' • -,,•] I !;l:i 60 I 72 ' 60 ~t;· 4B"' L.....___ ' .,,. ..• ·:l) Corrugated P{1lyett,y1ene St:,rm S~wer P,pe (Std. Spec. 9-05 2G) 't, (Std. Spec. 9-05.12(1)) i• (Std. Sp\.l,;. $-(J5.12(2)j NTS COR STD PLAN 201.00 -CB TYPE 2 2 TOP NOTES 1. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt-down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15{2) for addiilOnal requirements . 3. The thickness of the grate shall not exceed 1 5/8" . . 1. Unless otherwise sper.:ified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder, vaned grates shaH not be located within crossroads. Use vaned grates along rolled curbs. ISOMETRIC 3iB' (9mm) RECESSED LETTERING BOLT-DOWN SLOT DETAIL SEE NOTE 1 CLEAN sur~FACE Af./[J [/OffOM flf{EA ."ROVIDE IJNIFORM CON fACT. fHE SURFACE AREA OF THE" BASE SECTION MUST ClE GROUTED TO THC: 30rTOM ARi:A OF THE ADJ\JSU1ENT SEG fl Oil. NOTES FRAME AND VANED GRATE BASE SECTION ,,/ SEEMOTE4 ~r:ow,~--~--1,53 1. THE COVER OR GRf\TING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT !S TO BE Pl.ACED HAS BE~N ESTABLISHED, AND UNTIL f--'ERMIS~ilOt,.J THEREAFTER !S G!VEN BY THE ENGINEER TO GROUT l~J PLACE JN ACCORDANC[ WITH APWA STAND1\RO SPF.CIFlr:ATION 7-05,3. 2 SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THF USE OF S! l!MS IS PROHIBITED. 3. A CONTINUOUS LA'/EH OF MORT AH SHALL 8E PLACED BF;TWEEN ADJUSTMl'.::N"T l~INGS AND BRICl<S PHIOH TO PLACE:MENT. 4, THE USE OF BH1CK81ti PERMITTED WHERE THE BRICKS 1\RF STNJGEHED TO CREATE,'\ RUNNING BOND OR 1"2 RONU. 5, ADJU.ST,'v1Ef\JT SECTION Gl,ALL BE urWUTED WA I !:Vi rlGHT ro THE BOT/'OM i\l"{E/\ 01" rl-ll: ADJUSTMENT ~CCTION wrrH NONSl·lnl/\'K URUU r f). GROUTING BET\r'/EEl'-J ,\DJUSTMEN r :,r.c 1"101\J SHAU. BE-. \NA l CR flGH I, 7. cmoUT IS TO UE /\JON-SHRINI< T'{?r-:: GROUT MEETINO THE REClUIHEMEN"TS OF /1,S"[ M 157 PEH APWA ~j r1\NOARU 0PECJrlCATION ~l-20.:l r-ur< MAXIMUM PERCENT D~Y SHRINKAGE. THE ~H!IMUM cm,1rJf{(SSIVE STP[1'JGTH SH,\LL BEC: •!,000 p~;I AT 7 DAY Pff{ Af'WA GTAND1\RIJ SPEClrlC/,TION 9-20.3 n PICK) LIFTING HnLES Akf::'. TO BE GROUTED WATER TIGHT. NTS 3 COR STD PLAN 202.00 -CB INSTALLATION j/ o!W J {16mm) PLAN VIEW 25" Ol/l. [6~5mrn] 1' I l ""j>Sm] 3/4' r 1'9mm] ; i t2Z«, t~y;;c;, ;-,·,;-;;[>, / /ZJ ~ I . , •• ~---fi ,,,,. ,-[222mm] [64mm] nP COVER SECTION VIEW 2e 1/2"PIA (6!3mrnl 25 114"' DIA ·1--. .,_, -----·--['>-11rmn] r---1."~." (6mm) DIA , N!c.OPRE~E GASKET 1 1116"' I ! J27111m] l ~ , .. ' i 2~ 318" DtA CL OPEN 1_--,ce,mm, Z/&WDOA---1 [69.Jmrnj ::14118"DIA IG57rr,m) FRAME SECTION VIEW [1~2mm] 1 I ! ! i l COVER BOTTOM VIEW EON BOLTING DETAIL GASKET GROOVE DETAIL NOTES ALL SOVERS SHALL BE LOCKING LIQ PER l'.AS"fJORDAN IRON WORKS 11.C. No. 3717C I OR APPROVf'D EQLJA:. l I CITY OF RENTON DRAINAQE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOriMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CITY J OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCOR,DANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CON;3TRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. ; 3. THE SURFACE WATER DRAINAGE SYSTEM ]SHALL BE CONSTRUCTED ACCORDING TO THE ~~~:~~D ~tt:5+H~H1i~R~~~DO~~~~ ~L~H~E6~1~~C W~~ri fi;~~~~CN;Ro!\HE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITIED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTIOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF R~QUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BEDER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITIED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 15. 16. 17. 4 -8 INCH ROCK / 40 70% PASSING; 2 -4 INCH ROCK / 30 40% PASSING; AND LESS THAN 2 INCH ROCK / 1 0 20% PASSING. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITIED TO THE CITY UPON COMPLETION. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, 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 CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATIUCKAVENUE S. RENTON, WA 98055 . A R c H , T E c T '1 WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & inte!lectuot property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com ··.; A 51 C:UCT JRAL ENGl~EC:RING ~ORf'OR;\ flON 2124 Third Avenue -Suite 100 -Seattle, WA ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional No. lssJe Descriptior. ::iF.RMIT SET 2 ~IRE ACCESS DRIVEWAY ----··--·- 98121 lJa:e 5.08.15 5.12.15 JUN 2 5 2015 _J~ <( Plf')'.;NING Dl\'iSION 1-----------1-Dn::iwn by; JLC Reviewed by: UP -~ Pcojecl. en :::) No: 06071-2015-0'1 U) DRAINAGE NOTES AND I-DETAILS -~ Ucigicol drn•,icg is 24" , J6", Susie cctities ,ccocdic.gly if cedoccd ~ I COR STD PLAN 204.00 -RECTANGULAR FRAAtE 5 COR STD PLAN 204.40 -RECTANGULAR GRATE 6 COR STD PLAN 204.50 -ROUND FRAME AND COVER 7 CITY OF RENTON DRAINAGE NOTES 8 ~ C2.2 ~L--------------------------------------'--------------------------------------.....J'---------------------------------------...J...-------------------------------------.....J ] ~ a .0 l " 0 " C "' t ~ ~ I " ''Lfrl l .. ~··-~~-+ rMns. "21;2· MAX 84" or 96" FLAT SLAB TOP 72" FLAT SLAB TOP RECTANGULAR ADJUSTMENT SECTION 1.0 As an c-1cceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. TYPICAL ORIENTATION FOR ACCESS ANO STEPS i z >< ~:~ I • .L. ;;I __ 2_{'.)~!N .• j ~ --------4!3'' M!N__ - ECCENTRIC CONE SECTION r ' PREFABRICATED LADDER STEP CIRCULAR ADJUSTMENT SECTION NTS COR STD PLAN 204.60 -MISCELLANEOUS DRAINAGE DETAILS 1 FINISHED GRADE 12"¢ D.I. PIPE FIBER JOINT FILLER COMPACTED-- SUBGRADE DIA PER PLAN , If' --~ SEE PLAN FOR DIA 2' SQUARE FLOW ' ' . " IF CLEANOUT IS IN CONCRETE PAVED SURFACE, PROVIDE THICKENED EDGE & POUR CONCRETE MONOLITHIC ,, -1 ' i 12" j CAST IRON COVER AND RING MARKED "FDCO" FOR FOOTING DRAINS "SDCO" FOR STORM LINES "ssco" FOR SANITARY SEWER REMOVABLE CAP NTS CLEAN-OUT TO GRADE 2 FLOOR AND CAPILLARY BREAK PER STRUCTURAL DRAWINGS / ' ' ' '., ,· ' .;:§~~~~"> ' ' ' ' ,,~~~ , Y// ' ' . ' ' ' ' ; ' . ' BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN , . SLOPE TO DRAIN AWAY FROM BUILDING PROPOSED GRADE PER PLAN VARIES FILL AS REQ WASHED ROCK SHALL BE PLACED TO BOTIOM OF FOOTING FOOTING DRAIN PLACED LEVEL OR WITH POSITIVE SLOPE TO OUTLET 3 NTS FOOTING DRAIN NTS NOT USED , ,~ 4 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com •'' '( ,;r A STRUCTlR/\L "NGl~lERING CORPO,ATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional i\o. 2 --' <(=- ls::;ue Description PERMIT SET FIRF ACCESS URIVEWAY Date 5.08.15 6.12.1 ;=;. JUN 2 5 2015 Pl N:!\l!i\l.C-, nl'/iSION 1-----------I-Drawn by: JLC ~eviewcd by: UP ~ Project co :::::> \Jo: 060/1-2015-01 en DRAINAGE DETAILS I--l e ~ s ..::::::::: ? r"'1"' Original r.Jruwirty i~ 24" x 36". Scule e11tities accordingly if redxe:..I ·~ L1.. i NOT USED 5 NOT USED 6 NOT USED 7 NOT USED 8 w 1 ~ C2.3 ~L-----------------------------------------' ...... ---------------------------------------~----------------------------------------~----------------------------------------..,j I TRANSVERSE FLEXIBLE~·~, PAVEMENT PATCH PER COR STD H032-1. RESTORE IMPACTED PAINT STRIPING IN STREET. ! i ,;f,/'/i---~-' !.0.):/. /8" / ;iii/--.-}/)) / / <' • <".-, ., 11H .. ; i 1· ~END NEW SID ALK ~ AT!NEAREST SORE '! LINE 'f' ,I 'ii 1 1., ! . ~STA 11+22.61, 22.2'± RT I l!q) END NEW CU AND i GUITffi' \ I \ . . ---.{.J-... i I i I ,i 1: <= .. ,"' ·, I, /! !,•' / i -" " // ·/_/ X II I 'Ji v; I -' • ,!; / I .r;<,:.'{::t:.,' >11/r i--:o ,· 3'X6' TREE PIT (TYP OF 2) I FIRE HYDRANT ASSEMBLY CONNECT TO EX WATER MAIN ( 1) TAPPING TEE (MJxFL) ( 1) 6" GATE VALVE (FLxMJ) THRUST BLOCKING ~· ...... ~e1e1!e1 I ~ ... ' . ' I / 1 '·' ,J y .......... '::'. / // / / / T4X WT 784/J(J(}/55 FENCE PER ARCH DWGS ~ @Ac PAVEMENT (TYP) CONC TRAFFIC CURB @ / ffi WHEEL STO eJ RESET HAND-HOLES TO FINISHED GRADE AND REPLACE W/TRAFFIC RATED BOXES. COORDINATE WITH SERVICE PROVIDERS. CEMENT CONCRETE TRAFFIC CURB AND W "3.' GUTTER PER COR STD PLAN 101 WITH '=' 2' ASPHALT PAVEMENT PATCH (4) CONCRETE STEPS PER ARCH DWGS FF 31.10 W BUILDING MOUNTED (23 ADA PARKING SIGN . W CONCRETE RAMP @coNCRETE SIDEWALK (TYP) 5.5' 29 LF 6" DI SSS @ 2.0% MIN. CONG TRAFFIC CURB @ CONNECT TO EX 6" SS IE 27.0± FIELD VERIFY MINIMUM OF 5 WORKING DAYS PRIOR TO MAKING i-!i -.::.'/ '.;/ @ AC PAV~MENT (TYP) ' .. =t==='"f~ /.-lilt •Jii:h'YEJ.' :.:i!.'!ECi CONNECTION ~?-'-i-~ Ll /\ r -0 BLOCKOUT STRIPING@ -.. ) l UNDERGROUND POWER TRENCH / / / . / . / TAX LOF 784!300/75 /f I' ' !j 7AX LOT 7£i1.1JOC2t5 I • 6" TAPER AT END OF CURB I I LIGHTING PER ~LEC DWGS I I I • I END ASPHALT I I. THICKENED,, ! EDGE. 12 I . TAPER TO I . -] MATCH EXISTING TAX WI lfJ4 ! J()(J/()5 L------1'-NEW PAINTED ARROW PER ARCH DWGS ADA SYMBOL & BLOCKOUT STRIPING I I I I I I ,~ ,8 ltu 1w @ I :I: I~ _,__J~ , .... --. I I I~ y-1 :J >>,:c I~ I~ I , I ' ----__ _.,--:::: MATCH ASPHALT I THICKENED I '·'t';};.~ ~~i~ TO EX I \ /A:(/!Jf I NEW PAINTED ?PA/ ,:ln:n 1• ARROW PER '~' ""-' I ARCH DW~~-····· I '''] -. r=:::-, I ! /I ·.,·///7 // I I / . I • I I N 10 0 5 10 ~---· 1 I Scale 1"=10' LEGEND ----PROPERTY LINE --· _.. ;c ·-__ EX CONTOUR (INDEX) -30- -29-· ~ XX.X± ME " XX X TC XX.X TP " EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT 20 i xx.x .(1 " FF 78.0 EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION ,,c / / / /<I EX BUILDING PROPOSED BUILDING h ~::;::::::::'.'.:':;:::':;;:=::;:::;::::::;;~·1 CONCRETE PAVEMENT r_::_'./ ''./_::_1 b:: , 1 ,,-, 1 ,,-, PERMEABLE PAYERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT ..,,,, .,. ,-.=H""'·WU· SITE WALL ssco VERTICAL CURB CURB AND GUTIER CATCH BASIN TYPE 2 CATCH BASIN TYPE STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN STORM DRAIN CLEANOUT DOWNSPOUTS -----------SIDE SEWER PIPE ------SEWER CLEANOUT -------SIDE SEWER CONNECTION -.-----FIRE HYDRANT WATER FITIINGS WATER SERVICE LINES -~· ~--· --~··--------·-··--~ .. ~--~··-~-·---~· ~---~· ~----·-~-"·-"--'----'~~-.. _ ... ,-.. ~-"'"-~---·~ -----~ -----------·---------·" ~ ---~ -· ,. ,,,,~ ... ~ ------------~ .~---------- CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEA·TTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 en gin ee ring p II C www.lpdengineering com -; \: ';\J '/ ,,:_.;C A ST ,UCTURAL E~JGIN[ERING CORf'mATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443..4870 www.swensonsayfaget.com ~rofessionol No. Issue l)escrip',ion -------- 1 PCRMIT SET ~ __J <( 2 flRE ACCSS DRIVI.WAY Dute 5.08.' 5 6.'12.15 1-----------1--Crawn by: JLC Rev·1ewcd by: UP -~ Pwject No, 06071-2015-01 ca ::> Cf) UTILITIES AND 1--PAVING - C3.0 ... -· ·········--· I • . ::-:i- ii" 1 ,,_ -I / / t~ / / / / / : / ~ " ~ • " I s_ "' ~ I ·~ ~ " • .~ I s \ * I "' • .,J ~ • ,, I ~ 'ti §, I ·;u 'G ~ ~ . ~ "' ~ ~ ~ ~ ,, ~ ,, ] i § ' ~ ~ ,, .~ ;,, ~ t -~ ~ ·~ ~ ~ \ ~ ..... '.'""_'.'"": ................ __ :---------- ~-··········X···· ..... -···X . ········~· ... ~. ···············"<~··· ..... ··;'>' -.... ~ ····-··· d!/,).c:J] E(; ............... ;,- 4" WHITE PAINT STRIPES (TYP) .. Jo' I~ AC PAVEMENT e:_;l PATCH 1 6 LF CONC e:_;l TRAFFIC CURB MATCH EX /, i i BOLLARD/GATE $TOP INSTALLED AT OWNER DISCRETION ffi i@ "· ') DRIVEWAY (WITHOUT SIDE RAMPS) SLOPE[/ TO ffi DRAIN v, c: .,; 1 e:_:l .... ;_._; --·············-(:J;.{~ .. ( 1 I I J_ I · 12.3' 1 1,;...t ?i;il !Ji1 St. i"r:~y, ·~'? .:).-/ .. I. MATCH EXISTING GRADES ./'"--.,.,.,_ ~µ \ \") 1 • "''/ ii ii , .1 ----- ' I / I 6 LF CONJ m TRAFFIC CURB e:.:l MATCH EX I ii 23' FIRE ACCESS GATE PER , f ARCH PLANS, MOUNT 12"X18" ', "NO PARKING FIRE LANE" i' SIGN PER MUTCD RB-31 ON : i EACH SIDE OF GATE AND ,} CONNECT TO EX FENCE :/ • ·_:.--:..<·' v,~_,_ ~'"--.,_. PAINT EX CURB RED ADJACENT TO FIRE LANE ,.:eu, i:/.iU 12" HIGH WHITE STENCILED LETIERING "FIRE LANE NO PARKING" ··-•••--.,i' -- ·········------.... LEGEND N 10 0 5 10 ~1::1-.:•:.-.::• ... ,_1 Scale 1"=10' PROPERTY LINE .,--c:J ·--. -·-EX CONTOUR (INDEX) ··-30- -29- ~ XX.X± ME '',, XX.X TC XX.X TP '--. EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT 20 ! xx.x EG '--. FF 78.0 EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION / : EX BUILDING PROPOSED BUILDING ~k~~,~--~· j CONCRETE PAVEMENT PERMEABLE PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT """" · · ·''*'"""''%"'"''" SITE WALL VERTICAL CURB CURB AND GUTIER CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN " STORM DRAIN CLEANOUT @ DOWNSPOUTS --....__ SIDE SEWER PIPE ~ --------SEWER CLEANOUT ---SIDE SEWER CONNECTION WATER FITIINGS WATER SERVICE LINES Call 3 Working Days Befor~.i~. Y· ... uo···.11u DIG! ~~ l>s] 1-800•424-6666 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com , ·1 I , .; A STRUCTURA_ C:N81NC:CRING CORl'lJ ATICN 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com \Jo. Issue Description L:ute PERMIT SC:T 5.08.' 5 2 FIRE ACCESS DRIVEWAY 6.12.1:i JUN 2 5 20\5 _J ----------- <C-----~ 1------------1--Crawn by: JLC Revie•Ned by: UP -. ~ ProJGct No: 06071 2015-01 co :::> Cf) PAVING FOR FIRE 1--ACCESS - w 0.. C3.1 ,le ~ ·'!,, ~ .:3. FINISHED GRADE NOTES: 12 11 SAW-CUT, TACK COAT AND MATCH EX ASPHALT GRADE /EXISTING ASPHALT ~------3" HMA CLASS 1/2" ASPHALT CONCRETE PAVEMENT ~---------6" CRUSHED SURFACING BASE COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 2. SAW-CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 3" 1'-5" j 1' 2-1/2" 1'-4" 8" NTS ASPHALT PAVEMENT 2 LAYERS 4" WHITE PAINT STRIPE 3-1/2" I I I 5" '-811 11'' 1 SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION NOTES: 12" SAW-CUT, TACK COAT AND MATCH EX ASPHALT GRADE EXISTING ASPHALT GRADE EX UNDISTURBED PAVEMENT SUB-BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM Dl 557 ~------4" HMA CLASS 1/2" ASPHALT CONCRETE PAVEMENT ~--------9" CRUSHED SURFACING BASE COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. 2. SAW-CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. 1 " 0 I "' W9 1 ' p- ' ' NTS HEAVY DlITY ASPHALT PAVEMENT ' ' . ' 4 <l ' ' ' ' ' ' ' .'J . " ' 6"¢ SCH. 40 GALV. STEEL PIPE FILL W/ CONCRETE PAINT PIPE YELLOW FINISH GRADE. SLOPE AWAY FROM BOLLARD @ 1% ASPHALT PAVEMENT AS SHOWN ON DRAWINGS ROUND CONC. FOOTING FULL DEPTH 2 DUMMY JOINT @ 20' O.C. 3/16"x1-~ 1 /2" PREMOLDED CONT MASTIC JOINT STRIP (SAWCUT JOINT @ CONTRACTOR'S OPTION) 4" MIN CONCRETE SIDEWALK BROOM--......__ FINISH ~ --"'-----c--c--. ,, ---,.,---+.-------.,----------,--- ' ' . ' NOTE: 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). 2. PLACE TOOL JOINTS @ 5' O.C. 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT ALONG CENTER OF WALK. 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATIERN & CONCRETE FINISH. B +-i t;;_;::;:,. ,:;::, ,;:;_,,;::;:, ,,:;::, ,;;=====:;-,--11 ····· ...... •. ~. ;:::::::::::::· V---THROUGH JOINT ···•· .... • .• .· .• ..... •.• ... •. ~~~~}{~~~~· BUILDING FACE :::::::::::::: cw ....... · ...... . ... · ......... : ' :: ::: :: :: :::::. A .•.•.•.•.•.•.•, A L •:•:•:•:•:•:•:• • I-'='"':::':::':" '="·'======i----L__j B.J 12: 1 MAX SLOPE 3'-0" MIN WIDTH ~co:: VERTICAL CURB SECTION A-A NTS CONCRETE WALK 3 WIDTH PER PLAN CONC WALK 4" ::.l_ t, .J 6" ffi CONC TRAFFIC CURB ~ SECTION B-B TRUNCATED DOMES DETECTABLE WARNING PER WSDOT STD PLAN F-45.10-00. FULL WIDTH OF RAMP. METAL POST NOTES: 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 2. FOR IN-SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 3. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7 /16" DIE-PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 4. ANCHOR SHALL HAVE 4 7 /16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. 6. CORNER BOLTS TO BE TLCB516M. CORNER BOLT SEE NOTE 7 8" 2" 22° Y > / ' 2" ' ' ' ' 0 SIGN POST SQUARE 2" X 2", 14 GAUGE QUICK PUNCH LOWER SIGN POST SUPPORT 2.5" X 2.5 O.D. 7 GAUGE, 24" LENGTH SEE NOTE 5 EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ___________ OR _________ OR BY TELEPHONING • RESERVED PARKING • STAT! ce,a.m PAIICNl -- RESERVED PARKING • ;::=~v~AN~='.:::\::,,""'-A TI AC H SIGN WITH LOWER SIGN POST SUPPORT IICCE!;lBP E 2 DRIVE RIVETS SEE NOTE 5 0 0 0 0 0 0 0 0 0 0 DRIVE RIVET OR HEX BOLT (TYP) BOLT STOP FOR SIGN POST NTS ISOMETRIC VIEW ADA SIGN W/POST DESIGN SPECIFICATIONS -PERMEABLE PAVERS PERMEABLE PAVERS PROVIDE A SOLID SURFACE BUT ALLOW NATURAL DRAINAGE AND MIGRATION OF WATER INTO THE EARTH BY PERMITIING WATER TO DRAIN THROUGH THE SPACES BETWEEN THE PAVERS. USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. 1. A MINIMUM OF 6 INCHES OF FREE-DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS CONCRETE SURFACE. 2. THE FREE-DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #ZOO SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE. 3. THE POROUS PAVERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF 4. WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. 5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI. ~---C(JfU31EDG,E. ~.E:STRAJHT l/jl'fH CUT"ou-rs FOR OV\';:RFt.OVV DRAINAGE (CURB SHOWNJ 4 ··-· BEP,DWJG COURSE 1 11::: ro '2." (40 TD 50 mm) THICK \HI\.NO. 8 AGGRl:GAT!:) 'fl----+·,....,•V (HlO MM\ THIGKNO. td STONE OPEtl-QAADEO BASE ~~~~~~-MIN, ~~(1$0 r,/iM)·TH/CK N(t 2-STIJr'E 8.UBBASE OPTIONAL GEOTEXTILE ()N ·sorroM-AND SIDES OF OPEH·GRAD.ED EASE. ~---SOIL £UBGRADE -. ZERO SLOPE CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com !\ : \.I :·.-, .\ ·-/ i-· ::_: .- A SIRUCTURAL ENGl~[ERING CORPOH/,TIO~ 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 WV'ffl.swensonsayfagetcom Professior.ol seal No. lss.Je Description Date ?ERMIT SET o.os.1 s 2 FIRE A.C~ESS DRIVEWAY 6.12.1 o Di:=rF!VED ---------jtJN-1-5 2015 _J <:C-----~ 1-----------1-Drawe by: JLC Reviewed by: UP ~ Projecl No: C6C71-2015-0' co :::> Cf) PAVING NOTES AND I-DETAILS -~ O . . I d · · 24" " 1· . d' I " ·' d et::: ri~ino raw1r1g 1s · x .36 . Scale cr1 1,1c:, accor 1ri<cJ y 11 1euuce "&. .~ ~ t NTS 5 NTS 6 NTS 7 NTS aw ~ ADA STALL AND BLOCKOUT STRIPING BOLLARD CONCRETE RAMP PERMEABLE PAYERS a_ C3.2 ~L_ _______________________________ _._ ________________________________ _.._ ________________________________ .1..-_______________________________ __J ~ ~ "' ';:>_ ;s: ~ :";_ "' ~ ~ ·S!, ~ '5 ~ "' ~ -% "' § ..1l ~ ;a!, ~ ,! " 'il 1a .~ ~ -% s "' s ~ s -~ ~ "' ~ "" -'=- "" C ,l!l t § ~ I "" -~ ii' _§, t "' Gflv15NT CQN!.1Slt1Jii TRAf'PrC DURl3 ANP: !';ll;!Tf~!i{ . 6 HC" "7"'""" .... ~.,..:""' DEPRE&SEDCU~i?~ci'fl(j~J AT S10!MA\'f{kAAl,if';!)/ l#~s:$ f;fJ@Wft'%t;iJ!f;LfJH:CfJt};Wtr;UWH~,DH.l\ff$hKtrt;;tfr,;p·,r,1,1J)tW NTS COR STD PLAN 101 -CEMENT CONCRETE CURBS FINISHED GRADE THICKENED EDGE 112" _I PAVING OR LANDSCAPING PER PLANS 1 2' TAPER TO MATCH EXISTING LIMIT OF BLOCKOUT STRIPING EXISTING PAVEMENT NTS COR STD PLAN 102 -CEMENT CONC SIDEWALK STRIPED ACCESS WIDTH PER PLAN EXISTING BUILDING OR CONCRETE RAMP FINISHED GRADE 1.5% MAX / PAVING SECTION PER CD C3.2 '--" 2 ~~ PAVEMnn -,o--·· , EXISTll1G ASPHALT r I [_ ) T-, SAit/CUT------. ' (SEE NOTE 2) ·, ·--·----·- 2.0' MIN. 1 ·----------+- (SEE NOTE 2) NEW CURB & GUTTER • l ----. .--.J ARl~RlAi __ ST_RE[T ... MINlriUM 7" HMA (or ACP CIGss 0) (SEE NOE ; ), OVER 6" CR0SH£D ROCK '·1 ) / " / RESIDEMTJAL ... STR.E_l;,T .. MINIMUM. l / 4" HMA (or ACP Clas,, 8) J ·----·-· (SEE NOTE 1 ), OVER . 6" CRUSHED ROCK NOT_ES:_ 1. MUST MATCH EXISTING THICKNESS IF GRE1UER. 2. SAWCUT SHALL BE POSiTIONED J' -O" BEYOND EDGE OF DAMAGED PAVEMENT 3. THE 1NTENT OF THiS DES!C~j IS TO DESCf~IBE PAVEMENT PLACEMENT AT TH·:: GUTTER FACE. SEE STANDARD PLA~J FOR CEMENT CONCRETE CURBS. NTS COR STD PLAN 103 -CURB AND GUTTER REPLACEMENT ASPHALT PAVEMENT #3 REBAR-- PRE-DRILL 5/8" HOLE & FILL W/ EPOXY 11 11 11 11 2' / 6-FOOT WIDE RECYCLED PLASTIC WHEELSTOP (GREY) ' ' ' ' '· ' ' ' 1 O" MIN EMBED ' CD CONCRETE TRAFFIC ~ CURB ., 3 NTS COR STD PLAN 104 -DRIVEWAY ENTRANCE -........ ··· ...... --G. '.:J' t/ IN. ..--------··-··-·· .... GRIND OR S/\.WCUT AND F:Etv10V[ , ___ 6.5' ~i!N. ---- , . --. . I --1 I i 1--2. '.) . -: I I I , __ _ t11·i IN \1 I i\l MIN :! :v1 I ~,I Mi~~ ; ~4 : -.-------T -------- ; /';/·' ////'.//1 I L-t,-·<---/ (---,' / ,i \ I ~ ' " ', · I ' . . I [' 2-, ·-('~' \ 2" CU\SS B -_ ,, ',y-c....J~ '-, \ \ A_r,: i · , \ , ,, ,-.. ..__ '-' CL./1..SS* ',. ', ~._ '·-, '·j \ J_, ____ ·-'·······--.! \ \ l l L__ CfJ~TF..R ! __ .INF. OR LAN [ U I•, E 4 / \_ 6" CIWSHED SURF ACING CRU:'!HED ROCK, F~OWABLE FILL / TO? COURSE OR A.S n::QU!F\ED eY ENGINEER "" FOR f,,11Ni~AUlv1 STANDA_f?DS, SEE DVi/G# HR-05, SP PAGE H0.32 TYPICAL rnANSVEESE PATCH 1"01\ FLEXIBLE PAVEM~NT CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES . RENTON, WA 98055 WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 LPD Seattle, WA 98104 p, 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com ' ·\ ./ . ',,.'.. ~--- .'. ·; i\ ·:· i A SIRUCTURAL c.~GINElHING CO'iPORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional No. lss..1e Description Dute 2 FIRE ACCESS JRIVEWAY 6.12.15 r.;q::c~!=!VED ------------jj-T, -~- --;JUN-2 5 20\5 (,--,··y f''. ,, •• ,.,~-~,11J _.r, ·-~·' ~(s..h ... ··"' ----------P-Li ,.;::,l\NC:: D1\.'iS10N _J <(_--~-- r-----------r-LJrown by: JLC -~ Project No: 06071 CD => Reviewed by: UP Cf) PAVING AND FRONTAGE r-DETAILS - ·1 ! ASPHALT THICKENED EDGE 5 ADA ACCESS SECTION 6 WHEEL STOP 7 COR STD PLAN H032-1-TRASNVERSE PAVEMENT PATCH 8 ~ C3.3 ~L.---------------------------------------~~---------------------------------------~----------------------------------------....L.----------------------------------------.J WATER PLAN GENER/IL NOTES _ Standard Plan N_o._3_00_ 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE Cll'/ OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BYTHE CITY Of RENTON. A SET Of CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION JS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMrrs PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY lJTJLITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BYTHE Cll'/ OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANJCALJOJNT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITIINGS SHALL BE WRAPPEO WITH 8-MJL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA C!OS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-JNCH OR LESS AND 4B INCHES FOR PIPE DIAMETER OF 12-JNCH AND LARGER, MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE Cll'/ OF RENTON PRIOR TO CONSTRUCTION. WHERE UTllll'/ CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONFLICTS ANO TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPEOFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSll'/ AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, ANO 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOO. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANJCALJOJNTS IN ADDITION TO CONCRETE BLOCKING. 7. All NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON lJTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, HUSHED, AND PASSED BOTH PRESSURE AND PURll'/TESTJNG. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTSATLEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL El<POSETHE EXISTING WATER MAIN AND FJTIJNGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND All MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTJNG WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. NTS COR STD PLAN 300.0 -WATER PLAN GENERAL NOTES 11 ... ·:/4° BEND ::::r\P 1. L.fJG.<, r,o:-; ,\N") ;.;11r or--BLOCi\lJG FCR FIP[ l..-\RCER THAN 12"D;AMETER NiC FOR ,i.-;11 i Yl''[S o•;:·TENT THA~i SHO·~~N SHA.LL BE CE'1£RMIND :.lY "iHE E~·JCthEER 2 /\!_;_ 1:JLCCKit~fJ 'iHALL :JE POURED I·< F'!...AC[ A'.:;Alt,ST UNDISTdREi[:! r~AIIVE 0flt:UNI). 3. t,!...L P·2'0~ED TH'\'..IST B:...:JCKS ';hA .. L S[ 8N)KFllJJ_D /,FTrn Mit-,:. 1 DA(. PRC:SSURE TES ritlG SHAi_L OCC:JR AF"lt_:-,: cow:El'"[ •'A~.; l'll.AU·'!:::Li NGl,llNA!_ COM:0c-:Es:,vE S'fREt-lGTH. 4. :-.LL Bi ... QC-K!CJG SH/•Li ':I[ CONCR:C:TE C'-~ (1-1/2'). :, 'J\CCKING AC/IINSr ;:1nNGS 3HA ... L 8EAR 1\GAlt,ST Tl··~ CRi::AEST CITTHG SU~FASE .,;r,~,A ;'()SS18!_~. Bur SH!,' .. L i'lJl CC\.Efs OR E~KL(.''.:E BEL. ENDS, J21Nr 31Jll'.3 or~ CLAN!J'5 ·,cN)')nNJL C: 1,u;1:.:;s fO ElO _ _TS AN[' f,LM,DS Sf I ALL BE FflO\•:DD. 1 NTS COR STD PLAN 330.2 -CONCRETE THRUST BLOCKING 5 0 TESTl1'iG DETlliL i'APi'i~iG FT (!\1JirL) !APPit-.;G GATE '/AL\/f (FL Xll-q TEMPG:'.:A'H PLUC (~1J) W!TH 2-l'lCH fAP AND 2·-HCr BLOW-Off ;\SSEv!3LY CONcm:E 51.or:K:NG w ,; ••• I c:i FIMAL COM,i::C 110\J DETAIL w - D.i. l'!AI U\ !l\'E ~-111~--E-j I ,~ i/'-'-i ;.JEW "I WATER Ll!\E ...... ···-\ 0 'it---'-----C', .'. _i'jL_ 11 (' ' \Ar'rn All Cll=:At\lf.j(, BY '()IY:-,1( fVl<:;'JJf;F ~~:,:iN.; ~IO:E'3 A.ND DIS:l~f'·'ECT:Of\1, .'s'.:MOV[ fD,1POFV\Y i'.:!l.OCi< & BLOl'/-CFF' ;'J.JD CCi'l:\JECT ro VAL'/[ V/!TH D.:. su::;;:v[ (!vis.) & D.I. S'.~Q<JC.S Fif~AL CGN~1ECT!ON BY C:TY FORCES I. TP.??ls\G TEES SHA.Lt.. BE )~ADC-: Of' CAST IRGr-i, J!JCO;L[ iRO:~ OR l:0 0YY-CQA"'...:Ll ~_;id.!... BOLTS AND t!UTS S'"'A-BE COR--·TEN. Al_L TE':S At\D V1UiES SHA .. L IE 'Nil"fi:P. ffSTEO 8£f'fJRE Tf•.P 2 NO ;JzE ON '.:ii!E 1·1vs ON ::;,sr--lRC\ WATER LlriES. TAP SHALL BE AT LEAS"[ ;t' ')W,Ll.ER r::-,t,',JETER THAr0l Id!:: E>c1ST1NG .\AAlfJ. 3. i'IO '.'."E";° -:A? C1N AS5E3T0S C:'),!ENT LINE 0,;: STEEt_ Jt~E •\. WET-]N'f-'ING OF-" D:1snrw /J TY OF r-::::}1 iC·N w,:."IE.1-"! MAl~IS WILL BE Dem: !JY 5F[ER TA:" GR SvPrn!OR TAFPi/JC iNC. 5 CO\ lrSACTOIS SI IALL 1-'0-;-ilOLE AND VEf\i;--y F,E 'lCRtZCNT.",l A.IKJ VERTICAi .. AL'Gl·l::.Et/f OF-" EXIST:~JG LINE OR ST 1JB NiD SHALL ST/,RT LA.YH..JG THE ~IEW LI\E A-TI-IE SM,L HORiZC\ T/\.L NID VER-I CAL /\.Ll'.;NM[NT 0F fHE EX.STIHG ST!J8 6. CITY r-O~CE'_; 'HILL PERFORM [HE FIN/1.L COW-i[Gfi()N Hm1,1 THE WP.TD\ _INE T'.J [HE TAPPlf-jG VALV'~ ''NTH 0.1, '3LEEV[ .-.~m D.I. sr~coL NTS COR STD PLAN 300.1 -WET TAP NTS NOT USED 1-~ LEl/1::1 ... A~L GROUNJ PAD l~f/DF~AN r LCCi\T10!,J li'J CUT OR FILL 2 NTS COR STD PLAN 310.1 -FIRE HYDRANT ASSEMBLY 3 6 NTS NOT USED 7 --r 1 M;.Wl<EJ~ I I/ ! + I TWO LA~JE ROAD CFFSET MARKER TO INDICA.Tf. WHiCH '.°;l[F OF ST!~[t:::·! dYDR/\tr !S ON ( 4" F~rnJ DOTS OR PAINTED UNE) 1-b1ARf<~[,: ' /, FOUR" L./\r-lE RO/>,D OFFSET MARKER TG INJ!C1\E W!-:CH SIDE OF srntET HYDR/\1"-lT IS Oi\ ( 4" FRGrv'. DUTS CR PAINTED I.J1NF. ::-1V1DER) ~~\ --~ 1--,,, :'-<A'S'::D PAVMF.i'JT MN-:KF.R TYPF 85 Ac! \Tl~A<_:OMTE nvo---WAY (SUJE) i ON :3!0'.:: ST?<FETS 'NHERE THE HYCRM-r: IS w1-·H1H 20' OF ?. MAIN TR/\VELED STREET, THl t;I.ARKER IS T:J GE lt<STi\L..L_;::o 0.'~ THAT MAit< STRffT r -MARKER I :/ ' t --+ FW::". I_AW~ F-;:OA.O OffSF:".T 1,AA<<KER TO li\OICATE W-liCl-1 SIDE OF-s·1?~E::."! HYDRANT iS O'-J ( 4" f-"FWM DO I:) OR PAl~HED !..A~F-IJ:'fOF.R) NTS COR STD PLAN 310.3 -HYDRANT MARKER LAYOUT NTS NOT USED 4 8 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATIUCK AVENUES. RENTON, WA 98055 . A e c· H , 1 E c 1 sl WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE. SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com . ) I c· .,. ~ . ; A STRJCTURf\l_ [NGINEFRING COR 0 0 ATION 2124 Third Avenue -Suite 100 -Seattle, WA ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com Professional ,o. ls,;ue Descripl:iun PERMIT SET 2 FIRE ACCESS DRIVEWAY 98121 [)(]te 5.0IJ.15 0.12.1::5 \J.ECEIVE[) ----~.IU=N~2 5 70\5 __J <:C~~~~~- 1-----------I-Drawn by: JLC Reviewed by: UP ~ Prcject ca :::> No: 06071-20'0-0I Cf) UTILITY DETAILS I-- ~-0-rig~ir_,,_l_d_,,_w_i,~ry_i_,_2_4_"_,_,_6_"._s,_,_1,_er_,L_i:i_e,_uc_,_,_,d_iri~yl~y-i_'_re_d_c,_e_d w a.. C3.4 1~0 I I 01 I I ~=.--------'-(-· - U) w ~ "<". u ~ ~I I U) I (E) ADJA NT llRIVEWAY -----€1) __ _ / /I I 4 I I l[J r le J i I I I =:-1-~ ~, -I - I / / / ' I -,,,, ki;> --........ -----8 y \.. I \ --___ _J __---<%> (Ei PARKIN~ ; -STALL TO BE • ' REMOVED' ' '\, \--~&----J ii ~=/.\-~/! II I' I I ~ --P.S.E EASEMENT 0 EXISTING SIDEWALK EXISTING PARKING TO REMAIN C PROPERTY LINE TYP. UJ I -----------1 w > <( I -, ----------EXISTING PARKING TO REMAIN r PROPERTY LINE TYP. I r w _J _J <( I I ~-PROPERTY LINE TYP. C C C EXISTING PARKING TO REMAIN C / EXISTING STORM --L_ DRAINAGE -BUILDING MAIN ENTRY TO REMAINy 1 EXISTING I ~ PARKING TO J. __...--REMAIN _______.w C C -~-t-C === PARCEL 7641300201 EXISTING PARKING TO REMAIN C PROPERTY LINE TYP. I. ti: I 0 3;: I 1- -1 I 3;: EXISTING PARKING STALL COUNT PARKING STALL COUNT EXISTING PARKING: 87 TOTAL (68 STANDARD, 19 COMPACT, 3 ACCESSIBLE) 11 STALLS TO BE REMOVED KEYED SHEET NOTES EXISTING ANTIQUE IRON FENCE & LANDSCAPING TO REMAIN EXISTING WOOD FENCE SCREENED RECYCLING AND REFUSE AREA TO REMAIN, AREA FOR BOTH REFUSE AND RECYCLING IS 400 SQ. FT. EXISTING FIRE HYDRANT TO REMAIN. REMOVE EXISTING SIDEWALK AND DRIVEWAY FOR NEW SIDEWALK AND DRIVEWAY WHERE OCCURS. REMOVE EXISTING STRUCTURE, SLAB, FOOTINGS AND FOUNDATIONS AND ALL APPURTENANCES. SEE SITE PLANS, CIVIL DOCUMENTS AND SURVEY FOR ADDITIONAL INFORMATION. NOT ALL ITEMS TO BE REMOVED SHOWN REMOVE EXISTING SIGNIFlCANT TREE. REMOVE EXISTING CONCRETE FENCE AND SAVE, STORE AND PROTECT FOR REUSE PER SITE PLAN. REMOVE EXISTING IRON FENCE AND SAVE, STORE AND PROTECT FOR REUSE PER SITE PLAN. EXISTING TRANSFORMER AND PAD TO BE REPLACED BY PUGET SOUND ENERGY. ADJACENT LOT LEASED FOR PARKING CONTAINS 21 AIDDITIONAL PARKING STALLS. REMOVE PORTION OF EXISTING WOOD FENCE BACK TO POST. REMOVE PORTION OF EXISTING CURB PARCEL 7840800235 ~ GENERAL NOTES -' 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FJELD VERIFY ALL EXISTING CONDITIONS INCLUDING EXTENT AND LOCATION OF EXISTING ELEMENTS PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITION. 4. CONTRACTOR TO REVIEW CONSTRUCTION DOCUMENTS, CIVIL DOCUMENTS, AND SURVEY FOR FULL EXTENT OF ITEMS TO BE REMOVED FROM SITE. NOT ALL ITEMS ARE SHOWN ON THIS SHEET. 5. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FlNISH FLOOR ELEVATIONS TO MATCH EXISTING. CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com SW[!'ISOI\ S/-\Y 1/1.GE1 /1 s·mJCT Jf\.AL Fl'-JGIIEERII\JG CORPORt\-10\J 2124 Third AvenLe -S·..1il<:: 100 -Seutlle, Vv'/1. 9817.1 ph: 20G.44J.6212 fax: 2Uti.443.48/U www.swensonsayfaget.com =irofass'.onal seal I ii:GISTERED ~CHITECT i • ,, "--RY ' . ~E,:v;;- STATE OF WASHINGTON 7/19/15 .'fo Issue Description DESIGN DEVELOPMENT --- PERMIT SET ------------- -------- Da~e 03.06.15 06.12.15 Draw1 '.:iy: PG Reviewed by: HW Projec, ~lo: # 14-097-00 EXISTING SITE PLAN & 't'."'"\ r"" ,r'""-lt": J 1. I'[: 'i'\ TREE INVENT®R¥1p.g)\N JUN 2 5 2015 Urigir:ul Jnming i:; 24" x J6", Scole enlil"ee> ucc::irc:ing'y i' ceJuceJ A.00.01 b I ·a .,. b I co I 22'-0" 22'-0" 8' -0" r--r -E----- 120'-0" __ !_17'-2_ .. L~ ~ ~-----<4 ~------------------, . (J) w ~ Y'. u ::::) ~ I (J) -Q -~~ACEN - PRIVEWAY 18 6 D 6>+--11 i---P.S.E -~, EASEMENT, #197802060603 30·-o· EXISTING PARKING k , C @ 0 I " LO PROPERlY UNE lYP. C BUILDING MMN ENTRY ----TO REMHN - EXISTING PARKING C " r-=v ONE WfaY C I 120·-o· ! 30'-Q" -.r . (J) W[ ~ I I- Ct'. 0 3:: I- I 3:: C I 30'-o" -4 b I r-- ) ' PARCEL 7840800235 EXISTING PARKING PARCEL 7841300201 EXISTING PARKING I .. /' ··, ~ ( .. , ... / /' /// l'""" ?·t·· --+---+ = = ---~ -/ // C c~ C I \ \ .-:. -z \ \ [,D, \ 0-;) I ---;5;:;: //) ~ -------..,..,.---_-_------------,. -I I O~·JE 1//1\Y 0 EXISTING PARKING ~ / c P.S.E EASEMENT ,,,.. C ~ 20070904001692 1 / / ,,,.. CW W:\Y \.-,;'\ '. \ \ . ~y,, t-:5 -S: \ LANDSCAPE ANALYSIS & LOT COVERAGE ...-,"'---' ,,, TOTAL SQUARE FOOTAGE OF THE SITE AND Tl!E EOOTPRINTS OF ~LL BUIDUNGS: SITE (COMBINED PARCEL): 41,474 SQ FT, Ei'STING BUILDINGS:'10,429 SQ FT TOTAL SQUARE FOOTAGE OF EXISTING AND PROPOSED IMPERVIOUS SURFACE AREA(S): EXISTING 8,879 SQ. FT. (EXISTING), 13,645 SQ. FT. (PROPOSED) PROPOSED OFFICE BUILDING EXPANSION: 4,140 SQ. FT. PERCENTAGE OF LOT COVERED BY BUILDINGS OR STRUCTURES: EXISTING CONDITIONS: 25.1%, PROPOSED CONDITIONS: 31.4% SQUARE FOOTAGE OF PARKING LOT LANDSCAPING: (PERIMETER AND INTERIOR): 1,158 SQ. FT. (NEW ONLY) GENERAL NOTES KEYED SHEET NOTES 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. <i> ~ <i> 0 ~ i> 0 ~ <v ~ <D> NEW LANDSCAPED AREA PER LANDSCAPE PLAN. NEW STREET TREE PER LAINDSCAPE PLAN. STREET TREE TO INCLUDE DECORA1NE GRATE, AND TREE WELL WITH PROTECTIVE EDGE. NEW FULL SIZE PARKING STAILL W/ CONCRETE WHEEL STOP AND STRIPING RELOCATED PRECAST CONCRETE FENCE NEW BUILDING ENTRANCE EXISTING ANTIQUE IRON FENCE & LANDSCAPING TO REMAIN 2. GENERAL CONTRACTOR TO FIELD VERIFY AU __ EXISTING CONDITIONS INCLUDING EXTENT AND LOCATION OF EXISTING ELEMENTS PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTRUCTION WITI-I ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOUflON. 4. CONTRACTOR TO REVIEW CONSTRUCTION DOCUMENTS, CIVIL DOCUMENTS, AND SURVEY FOR FULL EXTENT OF ITEMS TO BE REMOVED FROM SITE. NOT ALL ITEMS ARE SHOWN ON THIS SHEET. 5. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FINISH FLOOR ELEVATIONS TO MATCH EXISTING. 6. PROVIDE NEW PARKING LOT STRIPING AT ALL NEW AREAS OF WORK AND AT EXISTING PEDESTRWI PATHWAYS TO REMAIN. DRAWING LEGEND EXISTING WOOD FENCE SCREENED RECYCLING & REFUSE AREA TO REMAIN. AREA FOR REFUSE AND RECYCLING IS 400 SQ. FT., MIN. COMBINED SPACE PER RMC 4-4-090 IS 228 SQ. FT. FOR THE BUILDING TOTAIL SQ. FT. OF 37848. f-----------------------------------4 l:Jf\wl EXISTING BUILDING RELOCATED ANTIQUE IRON FENCE SECTIONS. MODIFY ANO PROVIDE NEW SUPPORT POST TO MATCH EXISTING AS NECESSARY TO SUPPORT FENCE WITH LAYOUT SHOWN. ~!Jifl NEW BUILDING AREA RELOCATED ANTIQUE GATES. MODIFY AS NECESSARY FOR PROPER FUNCTION AT NEW LOCATION. l>~;~j DESIGNATED WALKWAY NEW PEDESTRWI PATHWAY STRIPING TO BE 4' PAVEMENT STRIPE AT 2'-o" o.c. lYP. I o>J NEW CONCRETE WALKWAY / DRIVEWAY SURFACE EXISTING PAID MOUNTED TRANSFORMER TO BE REMOVED AND REPLACE BY PUGET SOUND ENERGY. COORDINATE TIMING AIND i.mr JI NEW PERMEABLE PAVER SYSTEM REQUIREMENTS WITI-I BUILDING OWNER AND ARCHITECT. 12' NEW VAN ACCESSIBLE PARKING STALL W/ CONCRETE WHEEL STOP AND STRIPING. PROVIDE SIGN AND IDENTIFICATION p AR K I N G ST ALL CO U NT ( N E W) "'-Y PER CIVIL DOCUMENTS. 4l' NEW ACCESSIBLE PARKING STALL W/ CONCRETE WHEEL STOP AND STRIPING. PROVIDE SIGN AND IDENTIFICATION PER 'if CIVIL DOCUMENTS. NEW DRIVE AISLE SURFACE, SEE CIVIL DRAWINGS FOR EXTENT AND ADDITIONAL INFORMATION. NEW AND EXISTING STORM DRAINAGE, SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. NOT USED NEW PARKING LOT LIGHT AND POLE ON CONCRETE BASE W/ EXTERIOR OUTLET TO ALLOW FOR FUTURE VEHICLE CHARGING. VERIFY LOCATION AND ADDITIONAL REQUIREMENTS WITH OWNER. LIGHT TO BE ON TIMER/PHOTOSENSER SYSTEM TIED TO EXISTING EXTERIOR FIXTURE CONTROLS FOR NIGHTTIME SECURITY. ~ NEW FIRE HYDRANT PER CIVIL DRAWINGS <@> NEW GATE PER G/A.00.05 <®> ALIGN NEW CURB WITH EXISTING. PARKING STALL COUNT EXISTING PARKING: 87 STALLS (68 STANDARD, 19 COMPACT, 3 ACCESSIBLE) (11 STALLS TO BE REMOVED) PROPOSED PARKING: 90 TOTAL (3 NEW STALLS) (70 STANDARD, 19 COMPACT, 4 ACCESSIBLE) REQUIRED PARKING FOR ADDITION PER 4.4.080.B.1.a.ii PER RMC 4.4.080 FOR COMMERCIAIL OFFICE IN THE CO ZONE: "A MAXIMUM OF 1 SPACE PER 1,000 SQUARE FEET OF NET FLOOR AREA, WITH NO MINIMUM REQUIREMENT." MINIMUM PARKING FOR AIDDITION = 0 STALLS MAXIMUM PARKING FOR ADDITION = 11 STALLS (11,600 NET SQ. FT.) _ BIKE PARKING: PER Rt.IC 4.4.080.Bl.a.ii 10% OF NEW STALLS WOULD BE 1 NEW BICYCLE PARKING STALL IS REQUIRED. CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com SWENSON SAv FAGtT A S~RUCTLJRA.L F:.\JG.NEERING COR::JORATlm~ 2121_ Tri:ru Ave,ue -Suile 100 ::::ieotl.le, Wf\ 98121 ph: 206.4L3.6212 ~ax: 2D6.44J.4370 www .swensonsayfaget.com -,roressicmal seal 7/19/15 ~o. Issue Descriptior' DESIGN DEVELOPMENT PERMIT SET lJruwri by: PG Rt:viewed by: HW Project No: # 14-097-00 Ja te 03.06.15 06.12.15 NEW SITE PLAN RECEJ\/El) JUN 2 5 ZOb Cl"<"-' r,,: ·t, , .. -.. -"' "' a i J . ._, ~ ,. r., . , i '4 O:igirol dr::m:ng is '1/c" x j(.i" SculEo ent:tiec accor<JimJlj ir reduced A.00.02 l ---------;-I-: ,-I' 0 -, -: r-- , , I ' ; , i : , , ; ; 1 ' ' ,_ -'------__ _j __ , ' ' ---r---=---Tl -, -\1 ----!-- i // i-- ---llccc===~I -f=~=- // _J -B-1- EXISTING GRADE EXISTING BUILDING ® NORTH ELEVATION A ~~~~~ r-Ln~ _ ___,I I 1;s· ~ 1·---0· 0 6' 12' 24' EXTERIOR LIGHTING NOTE: ALL LIGHTING CONTROLS & LIGHTING SYSTEMS SHALL BE PROVIDED W/ CONTROLS I'S SPECIFIED IN 2012 WASHINGTON STATE ENERGY CODE SECTIONS C405.2.1, C405.2.2, C405.2.3, C405.2.4 & C405.2.5. REFER TO ELECTRICAL DESIGN-BUILD FOR SPECIFIC LIGHTING CONTROLS, LOCATIONS AND SWITCHING DIAGRAMS. VERIFY CONTROL LOCATIONS AND ADDITIONAL REQUIREMENTS WITH OWNER. LIGHT TO BE ON TIMER/PHOTOSENSER SYSTEM TIED TO EXISTING EXTERIOR FIXTURE CONTROLS FOR NIGHTTIME SECURITY. ~ ~~~4 _(EXISTING HIGH POINT) -1- a, T.O.P. (EXISTING) "P44'-11' -- I ~ MECHANICAL SCREEN (NEW AODITION HIGH POlfl[) 41'-6' -1 a, T.O.P. (N) "P34'-6' a, 4TH FLOOR (EXISTING~) __ "P31'-6" ~3RD FLOOR 21'-o' ~2ND FLOOR 10'-6' I I } \ NEW GRADE ~--EXISTING GRAllE -r 8 lYP. ---,--- -------------- ~-- - 1------~~ ---- NEW ADDITION t -,----,----- \~ EXISTING GRAD -t /' SOLID HATCH INDICATES OPAQUE SPANDREL GlASS, TYP. ' -t-+- INDICATES OPAQUE EXISTING GRADE SPANDREL GlASS, lYP. HATCH ~ICATES --1-------'i_NEW GRADE --- SEMITRANSPARENT FILM, AT -GLAZ~IN~IO~ . .., NEW ADDITION (0 ROOF (EXISTING HIGH POINT)$ 49'-4 _ _ __ T.O.P. (EXISTINGtc:, 44'---11 'I' 4TH FLOOR (EXISTING)c:, 31'-6"'1' 3RD FLOOR$ 21'-o' 2ND FLOOR$ 10' ---6' SOLID HATCH INDICATES OPAQUE SPANDREL GlASS, lYP. lYP. NEW GRADE 1ST FLOOR$ o' -a· (31.10) SOLIDHATCH-----t""",.......,.,.,.."'"__;-l1..... ___ _ ~~~~~ ( ! KEYED SHEET NOTES /,'-THERMALLY BROKEN ALUMINUM CURTAIN WALL SYSTEM. TRANSLUCENT GLAZING TO BE 1' INSULATING GLASS UNIT . "Y TRANSOM GLAZING TO BE 1 " GLASS SPANDREL GLAZING. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATING GLASS UNITS. 22 GA METAL PANEL SIDING ON THERMALLY ISOLATED CONTINUOUS INSULATION RAINSCREEN SYSTEM. MECHANICAL SCREEN FABRICATED FROM GALVANIZED STEEL FRAME AND PREFINISHED 22 GA CORRUGATIED METAL PANEL CLADDING. ~ WALL SYSTEM W/ HAND SET Mi'SONRY VENEER. MASONRY VENEER TO BE 3 1/2" WIDE X 2 1/2' HIGH X 7 1/2' LONG ~ (2 1 /2' STANDARD). -i ---- CANOPY W/ PAINTED STEEL CHANNEL FRAME W/ SLOPED METAL PANEL COVER HUNG W/ STEEL CABLE. ---------- LED WALL SCONCE. LED WALL PACK. ·---.::_>-:::._---- ---------=--------------~~=::~~~~::;=~ - 1--=: __ ~-------1r=~-:-~~~~-;:::~ --- -------- le==c-4c----111r~-~~~jf__cc_----~ ~~~-------:::-_-, ' I I-c_ I----=====-~-=---- _q_ --~--, ' _, __ EXISTING BUILDING CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206,973.5344 engineering pllc www.lpdengineering.com SW~NSON SAY FAGtl A smuc I-URAi_ E~GINEC:RING CORiC~ATION 2121,. Third /\venue S1~ite '·DO -Sculllc, WI-\ 98121 p:1: 206.443.6212 lax: 206.443.4~ /U www.swensonsayfaget.com t.JroressiJncl secl NSiQg I fGISTERED I, ,RCHITECT • I I j ~ HE~v~1i~ STATE OF WASHINGTON 7/19/15 No. Issue Des~.Tiptio.1 Dc:te DESIGN DEVELOPMENT 03.06.15 PERMIT SET 06.12.15 ---------------~ J, :..:wn by: PG ~eviewed by: HW Project No:# 14-097---00 EXTERIOR ELEVATIONS RECF 1\/ED JUN 2 5 20\5 crrv or -,,)N PLANN\N'~ u,.r.:::,'.:•:\J Uriginal drcwif'(J ic; 24" x jti". ~cale er.t1lieci "c"crdin,1ly if reci1,ced A.05.01 ------ l ,1,. T.O.P. (N) "'P 34' -6' - ,1,. 4TH FLOOR (EXISTING) "'P31 '-6' --- "'3RD FLOOR 21'-o' "' 1 ST FLOOR o'-o' I I F"'c'C:<11 I LS'f.:.•:•.11 -I I SOLID HATCH_!_t;;J;!I INDICATES OPAQUE I SPANDREL GLASS, TYP. 9 I I TYP. I I -I - 0!\ \_') I I --------"-\- I I 4 \___NEW GRADE ~--EXISTING GRADE , __ ------- ® SOUTH ELEVATION A f-------- ll____JIL----'I I 1 /a" = 1 • -o" 0 6' 12' 24' EXTERIOR LIGHTING NOTE: ALL LIGHTING CONTROLS & LIGHTING SYSTEMS SHALL BE PROVIDED W/ CONTROLS AS SPECIFIED IN 2012 WASHINGTON STATE ENERGY CODE SECTIONS C405.2.1, C405.2.2, C405.2.3, C405.2.4 & C405.2.5. REFER TO ELECTRICAL DESIGN-BUILO FOR SPECIFIC LIGHTING CONTROLS, LOCATIONS AND SWITCHING DIAGRAMS. VERIFY CONTROL LOCATIONS AND ADDITIONAL REQUIREMENTS WITH OWNER. LIGHT TO BE ON TIMER/PHOTOSENSER SYSTEM TIED TO EXISTING EXTERIOR FIXTURE CONTROLS FOR NIGHmME SECURITY. =- --_ ---~ EXISTING BUILDING ® EAST ELEVATION B i--~--- ,--, r-i I I 1 /8" = 1'-o" I L...J 1~-~ 0 6' 12' 24' _'c I ~( I 11-----"II--- -1- T I I (n' r -1- DI \ \~ _0r ---- -1- SOLID HATCH INDICATES OPAQUE SPANDREL GLASS, TYP. ,~ ---- ----'\-\ NEW GRADE ~--EXISTING GRADE (Q2_\ ~( -~ KEYED SHEET NOTES ,",' THERMALLY BROKEN ALUMINUM CURTAIN WALL SYSTEM. TRANSLUCENT GLAZING TO BE 1' INSULATING ~ GLASS UNIT . TRANSOM GLAZING TO BE 1" GLASS SPANDREL GLAZING. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATING GLASS UNITS. 22 GA METAL PANEL SIDING ON THERMALLY ISOLATED CONTINUOUS INSULATION RAINSCREEN SYSTEM. "4' MECHANICAL SCREEN FABRICATED FROM GALVANIZED STEEL FRAME AND PREFINISHED 22 GA "Y CORRUGATED METAL PANEL CLADDING. WALL SYSTEM W/ HAND SET MASONRY VENEER. MASONRY VENEER TO BE \ 3 1 /2' WIDE X 2 1/2' HIGH X 7 1/2' LONG (2 1/2' STANDARD). CANOPY W/ PAINTED STEEL CHANNEL FRAME W/ SLOPED METAL PANEL COVER HUNG W/ STEEL CABLE. THIS EXTERIOR WINDOW ASSEMBLY TO HAVE A MINIMUM FIRE PROTECTION RATING OF 45 MINUTES. INTERNAL ROOF OVERFLOW DRAIN LINE IN WALL TIED TO CAST NICKEL BRONZE DOWN SPOUT NOZZLE AND FLANGE AT EXTERIOR. LED WALL SCONCE. LED WALL PACK. ROOF (EXISTING HIGH POINT)$ 49'-4 __ T.O.P. (EXISTING)$ 44'-11 MECHANICAL SCREE~_ (NEW ADDITION HIGH POINTl$ 41'-6 ------T.O.P. (N1.., 34'-6~'1' -~ TYP. .1-u:.1r---S0UD HATCH INDICATES OPAQUE SPANDREL GLASS, TYP. NEW GRADE 4TH FLOOR (EXISTING).., ---31'-6''1' 3RD FLOOR$ 21'-o' 2ND FLOOR$ 10'-6' -HATCH INDICATES SEMITRANSPARENT FILM, AT GLAZING INTETERIOR, TYP. -1----- EXISTING GRADE NEW ADDITION / CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUE S. RENTON, WA 98055 WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pllc www.lpdengineering.com sw=Nso~ SAY FAG[T A. STR1JCT JR.~\_ :=:rJGINEERlt~G CORPORA.-118[\ ?.' 24 Third fa.ver1Le -St.de 10C -Sect tic, W1\ 98" 21 plT 206.443.62' 2 fax: 280.4i.3.4B7D www.swensonsayfaget.com F'rofe:::::;:,iuna· seal ~~ li<t'GISTERED ' ·1' \ ~J ¥ ~CHITECT ·"f~~ ~ .. ~EAVER STATE OF WASHINGTON 7/19/15 i\o. l:;c;;u<= )escr:µUur1 DESIGN DEVELOPMENT PERMIT SET Drnwr1 by: PG rrojsct C!o: # 14-097-00 Date 03.06.15 06. 12.15 HW EXTERIOR ELEVATIONS R!=(' r_: !\Jr::· D L... ·"' . , .. ,,,,. JUN 2 ii ?Oh C!i'f o, -' fll PLP,NNli\!~;, u1v;010N Oric,inal dr,:iwing :s 24" ~ Jf.:i" Scale en\'des a-:;(;orJ"11'=ly if reduced A.05.02 • ' ·-' a:,,.! ' -. ' -,, .,,.,.,, .•. ~ .,,,.,. !~')<•~.,..--"'l'''....el--'--'----'--l" - ' 0 I ;.,, "' ~ ' n I t 3' "' ' n I -~ 11·-10 1/2'' ----- ----- OFFICE [IQ]] "' (,.) 0 0 - -0 10 C 01 03 101 102 @ 10 C 01 03 s2'-o" 16'-11 1/2'' 16'-7 1/2'' 16'-3 1/2" f- I OPEN OFFICE []][] ------- 1 '-7 Wd 1'-3 1/2~ 1'-3 1/2' ¥ tt ..,._ __________ ..,. "'" ---~---r -----.... -~- I ~ I 10 C 01 03 STORAGE [IQ[] 1C5 --------------.;_ -;---- 1U6A ~ STORAGE [IQ§] .... "' I --' HALL u OQ2J b 0 I :3 I ~ -I @I -----/- DI) 16'-3" fo) fl'-3 1/2" ---1 ·--,~ 'I,.~,! ---+-'k----- FE I F . 3'-7" 'TI ~ u 7'-1" I i -;i;c- II II r II II 0 J:1! ' '° I rn ... ' '° I rn n I ;,- ' ...., ...., I -- 'T ':.t- ' ...., 0 -I "' -o , _____ ... '-' :3 10 C I r,l~l::O ~==~:l,0====,,,i,i~l ~ OFFICE [ill] 10 C 'o:, I --01 03 ® 01 03 {-~] OFFICE OJI] (,.) :3 0 -5 --i 1t-3" 111'-------'~-3,:,C I • 0 I ·o @ @,s;.,.-....._ ~10~C----iil-HALLI ~ _,_____' ~-h ~ :,_ ] " IJjjJ OFFICE []JI] __ 0 0- CD cb _o_) @) ® 1 ST FLOOR CONSTRUCTION PLAN A ~~~~~~ IL__Jl~ _ ___,I I 1/s" = 1·-0" 0 6' 12' 24' B iA1) ~, I '" (i) t'}l I) (t I IDD\ l~ ~ ( "' ' ~ I 1- ,L~~ I -r r GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDlllONS INCLUDING EXTENT AND LOCATION OF EXISTING ELEMENTS PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITION. 4. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKITTD, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVCES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. REFER TO STRUCTURAL DRAWINGS FOR NEW STRUCTURAL ELEMENTS. 8. FURNITURE SHOWN FOR REFERENCE ONLY. 9. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FlNISH FLOOR ELEVATIONS TO MATCH EXISTING. KEYED SHEET NOTES <i> 0 ~ 0 0 0 0 0 0 ~ 1P ~ 1-HOUR RATED MECHANICAL SHAFT ABOVE. INTERNAL 3" CAST IRON DRAIN LINES FOR ROOF DRAIN AND SEPARATE ROOF OVERFLOW. ROOF DRAIN TO BE TIED TO STORM LINE. OVERFLOW TO EXIT EXTERIOR WALL PER ELEVATIONS. 1 HOUR RATED COILING FIRE DOOR TIED TO FIRE ALARM SYSTEM DASHED LINE INDICATES STRUCTURAL BRACING PER STRUCTURAL DRAWING. 1 HOUR RATED EXTERIOR PARTITION. PROVIDE PER UL DESIGN #W429. SEE ELEVATIONS FOR WINDOWS REQUIRED TO HAVE 45 MINUTE FIRE PROTECTION RATING. ADDlllON ELECTRICAL PANEL AND EQUIPMENT TO BE LOCATED IN THIS Af/.EA. FULL HEIGHT CHAINLINK FENCE PARTITION W/ LOCKING SWINGING GATES. INSULATED ROLLING DOOR SYSTEM IN PREMIUM POWDER COAT FINISH. ALIGN W/ EDGE OF RECESS FOR WINDOW BAY, VERIFY PLACEMENT IN FIELD AND CONFIRM WITIH Af/.CHITECT. STAINLESS STEEL HANDRAIL TO TURN AND CONTINUE TO A FLOOR MOUNTED GUARDRAIL TO INDICATE THE 7'-6' VERTICAL CLEARANCE LOCATION BELOW STAIR. NEW WALL MOUNTED BICYCLE MOUNT, SPEC: WIRECRAFTERS BICYCLE WALL RIDER STORAGE BRACKET NETWORK PANEL LOCATION, VERIFY LOCATION AND EQUIPMENT W/ OWNER. (u) ~f '. "" ' ___ ..........,.._~ --~--- l @ 1 ---@ SYMBOL LEGEND F-t Lii G F.E. = EXISTING CONSTRUCTION TO REMAIN NEW INTERIOR PARTTION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES NEW ONE HOUR INTERIOR PARTlllON CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES EXISTING CONSTRUCTION, N.1.C. NEW FIRE EXTNGUISHER CABINET FIRE EXTINGUISHER AND BRACKET CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE. WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD -911 Western Ave Suite 420 Seattle, WA 98104 p. 205.725.1211 f. 206,973-5344 engineering pllc www.lpdengineering.com SWI ~JSON S;\Y r'"/\GET /\ STRIJCTlfl/1L ENGINEERlflG CORPORMIOI, 2124 -hrd Aven.,e -S.Jite 100 -Stl:JL~le, Vi//\ 98'21 ph: 206.443.6212 rax: 20S.4LJ L.570 www.swensonsayfaget.com Prcfcssioncl se1I No. --- ~ GISTERED 'lCHITECT ' R, .\(~ STATE OF WASHINGTON 7/19/15 Issue Descripcio:1 DESIGN PERMIT DEVELOPMENT SET Dr.1 '.e 03.06.15 06.12.15 -------- Cruwri by: PG HW 0 •ojecl ~o: # 14-097-00 1ST FLOOR CONSTRUC~rb:t7(j~ j\JN 2 5 20';:i ,n,:;;if'V r -. )N Origiriu druwirg is 24" x 36". :icQ.[?1enlities'-cccordinglz i.t, redJceJ A.02A.01 C) I C) .... Cl I ;., N "N~ ~ I !-- •' ,..., I " --~ ....__ -0 -,..., I en 8 1-0 11 j.._ ~ "' ....__ ~- \ ~. I I I I ' I I I 11'-10 1/2" OFFICE []QI] i ! -l"")-----u 0 •:::: 0 1~0 II II ;JI 10 C 01 03 ., N 0 N 16'-11 1/2" 01 04 82'-0" 16'-7 1/2" OPEN OFFICE []QI] 6'-o" -)'----. -,if- "' 8 SERVER 50 A ;;!; []QI] 0 "' U 0 111 II , II ....._,,-+++"<"./"++-+-t~UP STAIR I h___ "3' /z'-. ~ []EJ 11 ~ V/\ 101,02,03,04 ~ '.3 0 -~ -0 F. g' -5" 2>,-, j,_ 2'-7 1;2'J' :" ; J @ 3'-11 1/4"-//;' I _i_ 1'-11 3/4"/ 3'-11 1/4'~ / / 1'-1 1/4"/ -C, ---------- OPEN OFFICE ~ f I I I I 16'-3 1/2'' -:E- u:3 0 ~~~-*6~~~~.,,,.3·~·r 1,0 I I -i r--;, ,.1.)-1n1 I 11 ,0, I t~·-·=J.::~~ t=-c-® 11] 11 11 11 11 11 11 I (_2) --H-+++- (--\ I I 4 ,---------1·- \J ,-, I \.r- I ~ BREAK ROOM []Q[J @ ® 2ND FLOOR CONSTRUCTION PLAN A f--------- lL..n~-~' I 1/s" = 1'-0" 0 6' 12' 24' \. \ F\ t ~1)CD 16'-3" @ -/- 12'-0~ 'i" I -t iii 7'-1" II ·-f 0--i1 II 1 1 1 II I cb @ ~, ..,, - -~!_ ';,,-....__ co I "' -r---- I "' ,..., I " @) b I -:..- N .:; -{ (oj) i .... ....__ :z ,..., ,..., -I " co I en -I • " "' -.I -- b I C) ';_,, ';,,- ~i a -I "' I , o.3 I ---). 0.4 ---- CD (_B) l'i1' ~( ' KEYED SHEET NOTES ~T' G-, r:, "" ~r ij @ ,Dy A) tlry ~l - \~ -r- GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFlCATIONS FOR CONSTRUCTION REQUIREMENTS. 7 0 0 0 0 <v 0 0 0 <v 2. GENERAL CONTRACTOR TO FJELD VERIFY ALL EXISTING CONDITIONS INCLUDING EXTENT AND LOCATION OF EXISTING ELEMHITS PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTIRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITION. 4. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO Mill PARTITION RATINGS. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FlRE-RETARDENT TIREATED WOOD. 7. REFER TO STIRUCTURAL DRAWINGS FOR NEW STIRUCTURAL ELEMENTS. 8. FURNITURE SHOWN FOR REFERENCE ONLY. 9. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FlNISH FLOOR ELEVATIONS TO MATCH EXISTING. 1-HOUR RATED MECHANICAL SHAFT. INTERNAL 3" CAST IRON DRAIN LINES FOR ROOF DRAIN AND SEPARATE ROOF OVERFLOW. ROOF DRAIN TO BE TIED TO STORM LINE. OVERFLOW TO EXIT EXTERIOR WALL PER ELEVATIONS. 1 HOUR RATED COILING FlRE DOOR TIED TO FlRE ALARM SYSTEM DASHED LINE INDICATES STRUCTURAL BRACING PER STIRUCTURAL DRAWING. NEW FLOOR STRUCTURE PER STRUCTURAL DRAWINGS 1 HOUR RATED EXTERIOR PARTITION. PROVIDE PER UL DESIGN #W429. SEE ELEVATIONS FOR WINDOWS REQUIRED TO HAVE 45 MINUTE FlRE PROTECTION RATING. EXISTING OPENING TO FIRST FLOOR BELOW TO REMAIN. SERVER ROOM TO HAVE 24 COOLING FROM St.4ALL HVAC UNIT TO BE LOCATED ON ROOF. VERIFY LOAD AND ADDITIONAL DESIGN REQUIREMENTS W/ OWNER. EXTERIOR CANOPY 1) ----,~i) SYMBOL LEGEND ·G G'. EXISTING CONSTIRUCTION TO REMAIN NEW INTERIOR PARTITION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES NEW ONE HOUR INTERIOR PARTITION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES EXISTING CONSTIRUCTION, N.I.C. NEW FlRE EXTINGUISHER CABINET FlRE EXTINGUISHER AND BRACKET NEW FLOOR INFILL AT EXISTING FLOOR OPENING CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS, INC. 141 l FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reprodlJction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725. 1211 f. 206.973.5344 engineering pllc www.lpdengineering.com SWFNSON SAY FAGtr A STRUC"~URAL [NGIN[[RiNG COFWOR1\·-1m" 2124 T'1·rd Ave"lue -Sul:e 100 -Srnllle, \Nr\ 98121 ph: 206.'A3.6212 fcx: 2UG.L4.3.4tll0 www.swensonsayfaget.com Professiona, sea ~~ -l~r~GdSTERED \ ~Jl tHITECT E~~ \~I\~ STATE OF WASHINGTON 7/19/15 i\u. Issue Je::;cr:pliori DESIGN DEVELOPMENT PERMIT SET ------------- Doli:o 03.06. 1 5 06. 12. 15 -------- Druw:1 by: PG Reviewed by: HW P'oJecl '~0: # 14-097-00 2NDFLOOR CONSTRUCTION Pkt~F!.\ ,,::'[) JUN 2 5 ?Oh C ?i'fV (~ -':'.~)N .,, ' Origi·1al drowirg is L4" x j6". Scale entitie:; uccordi~g!},li~J,rr:dlll.:i:!d,\;i~ION A.02A.02 • O> I "' ..., b I ;,, N 81'-6" -/ ---------------- (1) 11'-10 1/2" (ii) 16'-11 ~··th-, ,;,· C:> 1/2'' ~o_y 16'-7 1/2'' 16'-3 1/2'' ,._, ,;,f--t-,1-·--4-" -~ b 11 "' 'c,'\--- I N'\.--' @ .. N -----.... I ~-r====-- o/ I OPEN OFFICE Qfil 6'-6" ~' I --, ..., u o• ------------• Ir --0 ----~: -0 --I I I '-st-I -----r--I I I --' ------~---~--- 3'-3" I 12'-2 3/4" L -,;L-~ ,---, -\ -/- 2'-3''..J ~ 3'-11 1/4''./ ) ) 1·-11 3/4'Y 3'-11 1/4....._/ cu 0- I (0 I f.~. !£ ----------- . -:E- l OPEN OFFICE ~ , @-~_R_D_ 6 ~F_L_O~O-,lR_CO_N_S_T~_l U_CT_IO_N_PL_~-1~-= ,-._ 0 .. @ (DI) 16'-3" 01'-o" 11 -r 1 f 3' -7'' 7'-1'' -i @ @ • .... -----.---i 0 I "o , I -b 0 I I ~{',J--;,. N @ • O> ;,. I -----"' -..., 0 I -- ---_ ~) II ,J. II • ;;:,-• .... .... II ;;:,-::: ;;:,-<v---! I II Ill II 00 I "' -I -- \o I --- b I "o o' -I "' 1@ ---' ~lo] 's) \_! (,I ' GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EXTENT ANO LOCATION OF EXISTING ELEMENTS PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITION. 4. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATTACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FIRE-RETARDENT TREATED WOOD. 7. REFER TO STRUCTURAL DRAWINGS FOR NEW STRUCTURAL ELEMENTS. 8. FURNITURE SHOWN FOR REFERENCE ONLY. 9. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FINISH FLOOR ELEVATIONS TO MATCH EXISTING. KEYED SHEET NOTES 0 0 0 0 ~ <i> 1-HOUR RATED MECHANICAL SHAFT. INTERNAL 3" CAST IRON DRAIN LINES FOR ROOF DRAIN AND SEPARATE ROOF OVERFLOW. ROOF DRAIN TO BE TIED TO STORM LINE. OVERFLOW TO EXIT EXTERIOR WALL PER ELEVATIONS. 1 HOUR RATED COILING FIRE DOOR TIED TO FIRE ALARM SYSTEM 1 HOUR RATED EXTERIOR PARTITION. PROVIDE PER UL DESIGN #W429. SEE ELEVATIONS FOR WINDOWS REQUIRED TO HAVE 45 MINUTE FIRE PROTECTION RATING. DASHED LINE INDICATES STRUCTURAL BRACING PER STRUCTURAL DRAWING. NETWORK PANEL LOCATION, VERIFY LOCATION AND EQUIPMENT W/ OWNER. T -----j~ ?It•·~lc--~~~ f-·----- ----@ SYMBOL LEGEND , G • G f.[ = EXISTING CONSTRUCTION TO REMpJN NEW INTERIOR PARTITION CONSTRUCTION, SEE SHffi A.40.01 FOR PARTITION TYPES NEW ONE HOUR INTERIOR PARTITION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES EXISTING CONSTRUCTION, N.I.C. NEW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER ANO BRACKET CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES . RENTON, WA 98055 ' A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 ' LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 en gin ee ring p II C www.lpdengineering.com SW[NSON SAY FAGtT A STRcCTcR~.L FNGINEERING COciPORATION L1L4 l'ilrci Aver1ue Suile 1UU -~ccttle, WA Jb1Ll ph: 206.443.6212 "ox: 2:)G.442:-.4d/O www.swensonsayfaget.com Profes:sior:o! seal I. ['f_GISTERED ' ·~fCHITECT JI f1~ RY . ¥vEAVER STATE OF WASHINGTON 7/19/15 .~o. l-;;sue Uescript!an DESIGN DEVELOPMENT PERMIT SET Drawr1 by: PG Reviewed by: Project r,o: # 14-097-00 Cule 03.06.15 06. 12. 15 HW 3RD FLOOR CONSTRUCTION JI~1N :· _ '~D JUN 2 5 2il\'i C !'<'V (' . .• )N ;,...(:J ' ' '- ur:ginul drawing is 24" x .36". Sr:de enl.'ties accorq:r,i_glJ<i[ rr,-juced ___ ,.;)N A.02A.03 (i) 11'-10 1/2" -/-- -1 -f---------- \--~ 16'-11 1/2'' 0 TYP. '-+--(j)----+-----~ _I - (- ' 4\_ ,_'__) 16'-7 1/2" 1 16'-3 1/2" ------- ------------ ~-----\ \ 33' -3" I 32'-6" 0 1YP. 33' -1 • ;-------1---,:,+sf':-!·i/,;::+---f ~~qi'--- 1'o0 I 16 1 -3" {o1 0 TYP. 0 I ;,- N "rt "' 0 I "' . I :o,; <D I \; \'--l------------+-+-1----<0>--->--------+-----~ ' (s\ ---'~' I_ I --_1 1-----t 1 L (0 deb (0 ® 4TH FLOOR / ROOF CONSTRUCTION PLAN A 1-----------=-------~ rl...rl~-~I I 1/s" = r-o" 0 6' 12' 24' @ GENERAL NOTES I -1 1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR CONSTRUCTION REQUIREMENTS. I I 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITTONS INCLUDING EXTENT AND LOCATION OF EXISTING ELEMENTS PRIOR TO COMMENCEMENT OF WORK 3. CONTRACTOR TO COORDINATE REQUIRED DEMOLITION OF EXISTING ELEMENTS FOR NEW CONSTRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITTON. 4. ALL INTERIOR PARTITION, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING SHELL SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED TO MEET PARTITION RATINGS. 5. PROVIDE PARTITION ANCHOR BRACKETS FOR ALL CASEWORK, FIXTURES, EQUIPMENT, & DEVICES MOUNTED ON OR ATIACHED TO PARTITIONS. 6. ALL WOOD USED IN INTERIOR FRAMING IS TO BE FlRE-RETARDENIT TREATED WOOD. 7. REFER TO STRUCTURAL DRAWINGS FOR NEW STRUCTURAL ELEMENTS. 8. FURNITURE SHOWN FOR REFERENCE ONLY. 9. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS. NEW CONSTRUCTION FINISH FLOOR ELEVATIONS TO MATCH EXISTING. KEYED SHEET NOTES 0 EXISTING BUILDING ROOF TO REMAIN. 0 MECHANICAL UNIT ON PRE-FABRICATED CURB. --, -----I FIRESTONE RUBBERGARD REINFORCED EPDM MEMBRANE ROOFING IN GREY COLOR ON AN AVERAGE OF 1'-0" OF POLYISOCYANURATE INSULATION W/ SLOPE TO DRAIN. THROUGH PARAPET ROOF SCUPPER OVERFLOW, DRAIN BOX, AND DOWNSPOUT. MECHANICAL SCREEN FABRICATED FROM GALVANIZED STEEL FRAME AND PREFINISHED METAL PANEL WITH GALVANIZED FINISH. 3" ROOF DRAIN AND 3" SECONDARY ROOF DRAIN ON SEPARATE LINES. SEE ELEVATIONS AND CONSTRUCTION PLANS FOR ADDITTONAL INFORMATION 1 HOUR RATED EXTERIOR PARTITION. PROVIDE PER UL DESIGN #W429. SEE ELEVATIONS FOR WINDOWS REQUIRED TO HAVE 45 MINUTE FIRE PROTECTION RATING. . , __ -@ -' 1 SYMBOL LEGEND i ---=1 G G F.E. = I EXISTING CONSTRUCTION TO REMAIN NEW INTERIOR PARITTION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES NEW ONE HOUR INTERIOR PARTITION CONSTRUCTION, SEE SHEET A.40.01 FOR PARTITION TYPES EXISTING CONSTRUCTION, N.1.C. NEW FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER AND BRACKET ROOF WAIJ.WAY PADS CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 141 l FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98 l O l P. 206.262.9622 F. 206.262.9507 All reprcx:h..1ction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 I, 206.973.5344 engineering pllc www.lpdengineering.com SWENSON SAY ~AGtT A SlRU2 URAL ENGl,'ffERING CORPORA-IQ,~ 2.124 foird 1\veriue -S..Ji:e 100 -Seullle, WA 98121 pr: 206.4.:;.3. 6212 f CX: 206, L4j. 4870 www.swensonsayfaget.com 7/19/15 l\o. Issue Jescription Dote DESIGN DEVELOPMENT 03.06.15 PERMIT SET 06. 12. 15 ------- Drowr: Jy: PG Revie·Ned by: HW rrn:ec No:# 14-097-00 4TH FLOOR I ROOF CONSTRUCTION Pht~i-".'1::"D JUN 2 5 20\'i ·c· nv r , .. )N . . ~" ~ ·-. . UC:ginal drawing is 24" x 36". Scale ent"::if::!8 a-:::corJ·1,1!;:IY.. Jt~r,etjuced . .'UN A.02A.04 - MARKED "A TT/T F.O." MARKED "COR FIBER" SITE BENCHMARK SCRIBE @ SURFACE ELEV.=28. 75 TRAFFIC "TURTLES" VAULT MARKED "TEL" MARKED "STREET LIGHTING" MARKED "COR FIBER & ATT/T F.O." •• <I • i'J' . ·>. . 1 f-.. -..I A~ VJ 0.. (/) '( . ' ! I I VJ VJ SANITARY MANHOLE RIM=28.74 IE=19.25 18" PVC(N)---1+'-4---CJI--I...--J-c.---'-'~+-'I ! IE=19.24 18" PVC(S) MARKED "ST LT" UTILITY BOX MARKED "END OF LINE" TYPE 2 CATCH BASIN RIM=27.99 IE=24.08 12" HDP(W) IE=20.34 18" HDP(N) IE=20.41 18" HDP(S) TYPE 1 CATCH BASIN RIM=27.62 IE=24.03 12" HDP(E) MARKED "CTL & CCTV" MARKED "STREET LIGHTING" I \t;i C TYPE 2 CATCH BASIN I RIM= 28.09 TOP OF PROP-T= 25.J± IE= 20.12 18" HDP(NJ--------,-,/L4-___ 1~· .---,; :, ! IE= 17.53 8' PIPE(S) ASPHAL.T . § · 7. . IE=17.4± ~B:"(:W~? ---~~~1&::;M~,~~~ FOUND 3"¢ BRASS DISK -WITH PUNCH IN CONCRETE --------- IN CASE, DOWN a.:---- CE -MARKED "CTL" H pLA :..---S ~ -MARKED "PSEP 3 PHASE" -VAULT MARKED "ELECTRIC" FIRE HYDRANT J UTILITY BOX MARKED "TSU" COMMUN/CATIONS VAULT SITE BENCHMARK MAG NAIL @ SURFACE W/PLASTIC WASHER ELEV.=28.17 VJ VJ \ f,,. ::) (,J ' ill ·.~ (j I .:: ~ I ' r " ' ' 4 ·. ' ' = , = 0 4 ::~ a' ' 4 I I-TYPE 1 CATCH BASIN RIM=28.35 IE=26.61 6" RCP(W) MARKED "CCTV F /0" CCJN<;;RETE " .d 4_ BUILDING / MARKED . ·en. MARKED "TRAFFIC SIGNAL" MARKED "COMCAST" --LANDSCAPING TIMBERS --EDGE OF GRAVEL CE08 ---- TEL RISER #426 /AX LO I !841!CU1545 T!1X LO i 78413001'55 WHEEL STOP GRAVEL TAX LOT 781/J00/65 WOOD.FENCE PAINTJ ~ STRIPE PROPERTY BOUNDARY WHEEL.········.········.·, 4, ' ELECmlC METER % BUILDING UNKNOWN VAULT / BUILDING I I 1 I I l >-UJ ...J ...J <::( I I r 16' ALLEY I ,_ i'.9 ·,2 S0/'18'01 "W 80.00' GATE ·. STOP~ ASPHALT.· .·· N88"J8'JO"W 120.01' TAX LO/ 784/300170 q,':' J 4 'V, -;; ..... ASPHALT PRECAST · . \_. . DSlB CONCRETE ·. (24)4' TO 6." CEDAR$ . . UTILITY POLE ASPHALT T/1X LOT /8413~0220 /AX LO i 7841JOC215 JAX I.OT 184/JOC?06 PRECAST CONCRETE FENCE TAX LOT 7841300201 TYPE 1 CATCH BASIN RIM=29.60 IE=26.24 12" DIP(W) IE=26.17 12" DIP(S) I J I 1 I I -1--JO' ROW-1 I I I I I L.:lll----CONCRETE BLOCK ; HT= 2.0' . i . FENCE .. ·. ·. . · PAINT STRIPE (TYP) P's '!_DROP_. -.CL· -"c=.-=::===.:-_--=. =.=:----::..-::..-.=----,1.._ _____ -_(j_ --==-==1---EIJEl 11. smucTURAL IRON. SUPPORT BOLTED TO BUILDING t:==~'.:::~~*7--WROUGHT IRON FENCE DS/60 >~=::1ti~~;,; ..... L~l-TYPE 1 CATCH BASIN RIM=27.71 CONCRETE. BLOCK. HT"' 2.0' 4 IE=25.56 12" HDP(W) FIRE DEPARTMENT CONNECT ---,._fl---.+-k:__MARKED "C.O.R. STLT" PAD MOUNTED TRANSFORMER #317703/165912 CABLE TRAY FIRE DEPARTMENT CONNECTION ······~ , DF1*" - POST IND/CA TOR VALVE WATER VAULT ~&*j WROUGHT IRON FENCE T~X LOT 7811300175 BUILDING .,,......... TYPE 1 CATCH BASIN RIM=29.00 IE=26.BO 12" UNK.(E) I I I ~ j COMMUN/CATIONS VAULT MARKED "COR FIBER" SANITARY MANHOLE RIM=27.83 IE=18. 73 18" PVC(N) IE=18.63 18" PVC S "' ~~JO' ROW ~ .,,......... .,,......... I .,,......... TYPE 2 CATCH BASIN RIM=27.04 IE=16.59 8' HDP(N) IE=17.27 8' HDP(S) l ~ ~ .,,......... .,,......... / SITE DETAIL ~ 50' ROW GRAPHIC SCALE 20 0 10 20 40 / ~ (l's FFETJ 1 im:h=20 ft. l inch ~40 ft. (llxl7 SlfEETJ 80 LEGEND ----------SUBJECT BOUNDARY LINE --RIGHT-OF-WAY CENTERLINE -RIGHT-OF-WAY LINE --ADJACENT BOUNDARY LINE --SECTIONAL BREAKDOWN LINE -----DP-----OVERHEAD POWER LINE -----UP BURIED POWER LINE -----G BURIED GAS LINE -----OT OVERHEAD TELEPHONE LINE -----UT BURIED TELEPHONE LINE -----1,1 BURIED WATER LINE -----ss BURIED SANITARY SEWER -----SD BURIED STORM DRAIN -DITCH LINE/FLOW LINE VEGETATION LINE -0---0---0---CHAIN LINK FENCE ---<a----{]----WOOD FENCE -x---x---x---BARBED WIRE/WIRE FENCE TRANSFORMER y FIRE HYDRANT LIGHT STANDARD t><l GATE VALVE POWER VAULT Ell WATER METER UTILITY BOX .Q FIRE STAND PIPE UTILITY POLE D CATCH BASIN, TYPE POLE GUY WIRE @ CATCH BASIN, TYPE GAS VALVE ..a. SIGN GAS METER 0 BOLLARD TELEPHONE MANHOLE D MAIL BOX D NOTE: TELEPHONE RISER 234.21 SPOT ELEVATION 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DA TUM. TREE LEGEND DECIDUOUS TREE 0 . AL12 ~TRUNK DIAMETER (IN) .. -1~-·I~ -_· --TYPE -,- AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA Ol<=.OAK CH=CHERRY EVERGREEN TREE * DF18 195.2 CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK Pl=PINE EVG=EVERGREEN jL--HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA 7841300170 432 SHATTUCK AVENUE SOUTH RENTON, WA 98057 BRIAN ALLEN 425-251-9680 CD (CITY OF RENTON) 4800± S.F.(0.11 AC.) NEAREST BENCHMARK IS CITY II OF RENTON SURVEY CONTROL NETWORK MONUMENT NO. 673. ELEV= 32.62 FEET (CONVERTED) SURVEY REFERENCE 1. PLAT OF SMITHERS FIFTH ADDITION AS RECORDED IN VOLUME 16, PAGE 33, RECORDS OF KING COUNTY. 2. CITY OF RENTON SURVEY CONTROL DATA SHEETS. 3. PREVIOUS SITE PLAN PREPARED BY TOUMA ENGINEERS & LAND SURVEYORS, DATED JUNE, 2000. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seal/le, Washingloll 98166 Phone 206244.4141 Fax 206.244.4455 SITE ATS AUTOMATION OFFICE EXPANSION 432 SHATTIJCK AVENUE SOUTH RENTON, WA 98057 KING COUNTY THS DRAl'ANG WAS CREATB) FOR TH: EXCLUSl'IE USE OF TH: CLIENT NAABJ 1-EfiEON, AIO lS NOT TO BE USED IN WHOLE OR IN PART WITHOUT WFfl1EN Al.lTliORIZAllON FROM SAD CLIENT. ©)2014, DUNCANSON COllf'Nff, INC. FLD. CREW: PN/KB FLD. BOOK: 344/65 DRAWN BY: RLP JOB #: 14308 DATE: 01/05/2015 REVISIONS DATE DESCRIPllON BY ) PU\J\iNlNG D!VISIO:\J SHEET TITLE EXISTING SITE SURVEY SEC 18, TWP 23 N, ANG 5 E, WM SHEET NUMBER SV1 BASIS OF POSJnON CITY OF RENTON SURVEY CONTROL MONUMENT #1140 FOUND TACK IN LEAD IN CONCRETE DO'NN 0.35' IN CASE @ CENTERLINE INTERSECTION SHATTUCK A VENUE SOUTH SOUTH 3RD STREET FOUND 3"¢ BRASS DISK WITH PUNCH IN CONCRETE IN CASE, DOWN 0.3' 5.00' EAST OF INTERSECTION SANITARY MANHOLE RIM=30.17 1£=21.14 12" PVC(N) 1£=21.97 18" PVC(£) 1£=20.95 18" PVC(S) TYPE 2 CATCH BASIN RIM=29.66 HAS FORMED TROUGH RUNNING NORTH & SOUTH BUT NO VISIBLE PIPES IE=21.44 (N) 1£=21.5/(S) FOUND 3"¢ BRASS DISK WITH PUNCH IN CONCRETE IN CASE, DOWN 0.3' CITY OF RENTON SURVEY CONTROL MONUMENT #1898 FOUND PUNCH IN 2"¢ DOMW BRASS DISK DOWN 0.6' IN CASE @ CENTERLINE INTERSECTION SHATTUCK AVENUE SOUTH SOUTH 6TH STREET ~ ::--'-- 0) 0) i:::! <o ,lcJ I -~ "' ,-- 5 < i ~ ~ _c:, '::l 1 0 ~ <a 0, ~ i-'-'1 _:g /;; ~ 30' ROW S0UTH4TH ST SITE LOCATION SCALE: 1"=100' FOUND 3/8" BRASS PLUG WITH PUNCH IN CONCRETE IN CASE, DOWN 1.1' LEGAL DESCRIPTION LOTS 8 AND 9 IN BLOCK 2 OF SMITHERS FIFTH ADDITION TO THE TOWN OF RENTON, ACCORDING TO PLAT RECORDED IN VOLUME 16 OF PLATS AT PAGE 33, IN KING COUNTY, WASHINGTON. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. EASEMENTS ffi CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. NO TITLE RESEARCH PROVIDED AT THIS TIME NOTES 1) 2) 3) 4) 5) NO TITLE RESEARCH PROVIDED AT THIS TIME. LEGAL DESCRIPTION PER DEED RECORDED UNDER KING COUNTY RECORDING NO. 20131230000905. FIELD WORK CONDUCTED IN DECEMBER, 2014. BASIS OF BEARING: NAD83/91 PER CITY OF RENTON SURVEY CONTROL NETWORK, AS SHOWN. UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. FEMA DESIGNATION: ZONE X (AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN), PANEL 977 OF 1725, FIRM MAP NUMBER 53033C0977F, EFFECTIVE DATE MAY 16, 1995. S 2ND ST 900 RENTON VICINITY MAP -NOT TO SCALE - LEGEND ----------SUBJECT BOUNDARY LINE --------RIGHT-OF-WAY CENTERLINE -RIGHT-OF-WAY LINE -ADJACENT BOUNDARY LINE --SECTIONAL BREAKDOWN LINE DP----OVERHEAD POWER LINE ----UP BURIED POWER LINE ----G ----BURIED GAS LINE ----DT ----OVERHEAD TELEPHONE LINE ----UT BURIED TELEPHONE LINE ----\/ BURIED WATER LINE ----ss BURIED SANITARY SEWER ----SD BURIED STORM DRAIN · · -· · -· · -DITCH LINE/FLOW LINE -0 0 0 CHAIN LINK FENCE WOOD FENCE -x X X BARBED WIRE/WIRE FENCE ~ TRANSFORMER y FIRE HYDRANT ):( LIGHT STANDARD l><l GATE VALVE [EJ POWER VAULT Ell WATER METER C8l UTILITY BOX .Q FIRE STAND PIPE p UTILITY POLE D CATCH BASIN, TYPE I E--POLE GUY WIRE @ CATCH BASIN, TYPE II [l GAS VALVE -"-SIGN IQJ GAS METER 0 BOLLARD (f) TELEPHONE MANHOLE Cl MAIL BOX D TELEPHONE RISER 234.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DA TUM. TREE LEGEND DECIDUOUS TREE 0 AL12 -TRUNK DIAMETER (IN) . I . . AL=ALDER MP=MAPLE DS=DECIDUOUS MA=MADRONA OK=OAK CH=CHERRY :,__ '--' _, .. - EVERGREEN * DF18 195.2 TYPE TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK Pl=PINE EVG=EVERGREEN !~--HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT NUMBER SITE ADDRESS SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA 7841300170 432 SHATTUCK AVENUE SOUTH RENTON, WA 98057 BRIAN ALLEN 425-251-9680 CD (CITY OF RENTON) 4800± S.F.(0.11 AC.) NEAREST BENCHMARK IS CITY OF RENTON SURVEY CONTROL NETWORK MONUMENT NO. 673. ELEV= 32.62 FEET (CONVERTED) SURVEY REFERENCE 1. PLAT OF SMITHERS FIFTH ADDITION AS RECORDED IN VOLUME 16, PAGE 33, RECORDS OF KING COUNTY. 2. CITY OF RENTON SURVEY CONTROL DATA SHEETS. 3. PREVIOUS SITE PLAN PREPARED BY TOUMA ENGINEERS & LAND SURVEYORS, DATED JUNE, 2000. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE-CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 DUNCANSON Company, Inc. 145 SW 1551h Street, Suite JU2 Seattle, fVasltington 98166 !'hone 206.244.4141 Fax 206.244.4455 SITE ATS AUTOMATION OFFICE EXPANSION 432 SHATIUCK AVENUE SOUTH RENTON, WA 98057 KING COUNTY 1HS DAAWINO WAS CAEATB:l FOR TJ-E EXCLUSII/E USE OF THE CLIENT NAMED tsll:-oN, Al'O IS NOT TO BE USED III WI-IOI..E OFI IN PART wmtovr WRIT18'I AUTHOAIZATION FROM SAIDCLENT. ©2014, DUNCANSON COMPANY, IIIC. FLO. CREW: PN/KB FLO. BOOK: 344/65 DRAWN BY: RLP JOB #: 14308 DATE: 01/05/2015 REVISIONS DATE DESCRIPTION BY 1:.-, ,., PU\NNlf\JG Dtv:S10:~ SHEET TITLE EXISllNG SITE SURVEY SEC 18, TWP 23 N, ANG 5 E, WM SHEET NUMBER SV2 67S Carm1s florlda Eastern dogwood 1.s• Fair Poor 676 Betu/a pendula European blr,h 13.S Good Good 677 Prunus sp. Cherrytree 12.5 Good Good 678 Prunus sp. Cherrytree 11 Good Good 679 Prunu.:; sp. Cherrytree 9.2 Good Fair 680 Prunus sp. Cherrytree 11' Fair Poor Tr1i!e Solutions, Inc. 2940 Westlake Ave. N (Suite 11200) Seattle, WA 98109 687 Cmtaegus sp. Hawthorn 13.7 Good Good 688 5orbus aucuparla Mountain ash 19.6 Good (lood 6$9 Setula pendula European birch 17.3 Good Good 690 Betula pendula European blrnh 21.7 Good Good 691 Pseudotsuga Douglas fir menzles/1 29.4 Good Fair 692 auercus patustrls Pin oak 23.S Good Good 693 Prunu, serru/a Flowering ~herry 22 Fair Poor 694 Quercus pa/ustrls Pin o,k 25.6 Good Good 695 Quercus pcllustrls Pin oali 28 Good Good 696 Prunus serru/a Flowering cherry 22.a• Good Fair 697 Prunu.; lusftanlce1 Portugal laurel 9.4• Good Fair 698 Prunus /us/tan/ca Portugal Jaur$I 15,3• Good Fair 699 Prunt1s /us/tan/rn Po.rtugal laurel a.s• Good Fair 700 Prunus !us/tan/ca Portugal laurel 11.7• Good F~lr 701 Prunus /us/tan/ca Portugal l,iurel 8.3' Fair Fair 702 Prunus /us/tan/ca Portugal laurel 8.9• Good Fair Trl!l! Solutions, Inc. 2940 Westlake Ave. N (Suite #200) Seattle, WA 98109 0 20 20 20 20 0 11 14,5 13.5 13.S 26 18 13.5 19.5 31.5 3 17.5 17.5 17.5 17.5 0 0 Table of Trees 432 Shattuck Avenue South Renton, INA 98057 Dali! of Inventory: 5/27/2015 Tabla Prepared: 5/29/2015 iO.S 14 14 6 19.5 20 s 24 s s 21 s 4 7.5 4 4 30 8 Page 1 of 4 Table of Trees Retain Retain Retain Retain Retain Retain 'Multl-st~mmed tree: 4.8, 2.8, 4,/l, 3. Heavy lnf~statlon of tvy. Anthramose, S])~rse c~nopy to the north. Phototroplc l•an to the west. Roots obstructed by curb to South, Share, canopy with tree 677. Root cb,t/'\lctlon to the ,outh. Shares. canopy with 676 all<l G?S. Root obstruction to the south. Shares canopy wlth 677 and 679, Root obstruction to the wu!h. Suppre"""d growth. Share, .:,mopy with 678 and 680. 'Multi-stemmed tree: 9.1, 6.2, Twl,tlng ,tem,. Root, ob,tructed to th£ <0uth. Share, Cllnopy with 679. www.tretsolut1ons,net 206-528-4670 432 Shattuck Av.inue South Renton,WA 98057 Date of .Inventory: 5/27/2015 Table Prepared: 5/29/201S 10.S 20 13 14.5 14,5 14.S 13 20 20 17 20 24 30 21 16.5 12.5 ao 21 13.5 13.S 13.5 14.S 28 20 32 18 28 10 24 27 0 14 14 13 14 18 0 14 16 4 14 16 0 14 0 0 14 0 Page 2 of 4 Retllln Phot<>tropk lean lo the south. Retain Co-ciomln,nt focm at four feet. Small ~ead woody parts In the canopy. Retain Retain Rsttaln Bow form to the ,outhea,t· photot/oplc l..an. few broken branches In the ciinopy, History of crown raising. Retain Retain Lars• removal cut, on ttunks. Fout cuts 4 to 7 Inc he, In diameter. Signs of cherry bark tortrlx. Retain Small de,d woO<ly p,,rti In c,mopy. Retain Phototroplc lean I slight) to tho north, Root obstrl.lctlon by parking ourb. Over oxteoded branch to the w~st. Larae removal cut, on trunk. Retain "Multi-,temmod: S, 6, 14, 9, 9, a. Suppro,seci to North. Lool,s Ilk• room:od< may have taken ovor. Mea,urem•nU taken above union. Retain "Multl-,temmod: 2.7, 9. Phototroplc lean to west. Suppressed tree. NotaJl, Retain "Multl-!temme<I: 4,6, 14,6. No t,g, Retlin •Multl•!temmed: 3, a. Phototroplc loan to the w .. t. Suppres,ed tree. No tag. Retain "Multl-,temm!l<i: 4, 9, 4, s, 10. No t,s, Retain *Multl-stemmed: 4,5, 7. Suppremci troe. No tag. Retllln 'Mui~ -stemmed: 4, a. Suppressed tree. No tag. www.treesolutions.net 206-S28-4670 Pseudotsuga Douglas fir lll Good Good menzles/1 A Pseudotsuga Douglas fir 14 Good Good menzlesi/ B Pseudotsuga Douglas fir menzlesii C 6 Good Fair Pseudotsuga Douglas fir menz/es/1 D 7 Good Good Pseudotsuga Douglas fir 19 Good Good menz/es/1 E Pseudotsuga Douglas fir 14 Good Good menz/es/1 F P,eudatsuga Douglas fir 14 Good Good menzles/1 (l Prunus Cherry laurel /auroc!!rasus H "'-Je<e notH Falt Poor Magnolia sp. M~gnolJa *'M!'e not~s Good Good Cory/us cornuta Western hazelnut )jl~r'!.OtiU Good Good var. collforntca Cory/us ,omuw Western hazelnut "•* notes P·OOr Fair var. ca/lfornica K Tree Solutions, inc. 2940 Westlake Ave. N {Suite /1200) Se,mle, WA 9810S Tree Less than .six inche! DSH Additional notes: DSrl (Diameter at Standard Height) Is measured 4.5 feet above grade. 9 9 2 10 16 12 12 9 Table of Trees 432 Shattuck Avenue South Renton,INA 98057 12 12 15.S Page3 of4 Table of Trees 432 Shattuck Avenue South Renton, WA 98057 Drip line to fence, R,:,ughly a feet wm offence, Drip line to fence. Roughly S feet west of fence, Drip llrie to fence, Roughly 3 feet west of 1-.nce, Drip line to fence. Roughly 3 leet we!t of fence. Drip line to fence. Roughly 3 feet wost of fence. Drip line to fence. Roughly 3 foot wost of fence. Drip lino to fence, Roughly 3 feet west of /once, Six S-7 Inch st•ms. Numorou, ~ead ,toms. Date of Inventory: 5/27/2015 Table Prepared: 5/29/2015 Four 16 lneh (or more) •tom,. V•ry matur• speclmon tree In neighboring lot, Eight 4-6 Inch stems. Lllrge shrub In decline. A lot of dloback of ,tam,, Located In neighboring lot. Eight 4-6 Inch stem,. LarB• shrub In decline. A lat of dieb~ok of stem,. Locat~d ln neighboring lot. www.treesolutlons.net 206-S28-4670 Date of Inventory: 5/27/2015 Table Prepared, S/29/201S EJsht 4-6 Inch stems. Large shrub in d~cllne. A lot of dlebatk of ,t~ms. Located In neighboring lot. Multi-stem trees are noted, and a single .stem equivalent Is calculated using the m:ethod defined In the Guide for PlqatAQf2t'q/sq/ 9th Ed. Drip line Is measur~d from the center of the tfee to the outermost extent of.the canopy Tree Solutfoos, Inc. 2940 We11tlalie Ave. N {Suite 11200) .Seattle, WA 98109 Page4 of 4 www,treesolutlons,net 206-628-4670 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON. WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p, 206.725.1211 I. 206. 973. 5344 engineering p I le www.lpdengineering.com SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION FAZIO 2244 NW Marso! Stroct Suite B Seattle, WA 9B"I07 T: 206-774-9490 www.fazioassociatos.com Protessionui seal r.Jo. issue Description PERMIT SET Drnwn by: VW Projoc\ No: 15-010 TREE INVENTORY Date 06.12.15 Reviewed by: RJF C:'tf Ol' c,,·· . ,, l plf.t,NIN2 J · Or;ginal dcaw!ng is 24" x J6". Scala c11lities accordingly if r~duceC L 2.01 \ ' ' -0 'cP i i i ' i ' I I • I I , ' ' I ' ' ' ' ' f--- rtt->-,;i--m--++•___J I < ' ' ' ' / ' ' I ' \ I \j l~ I\ ' I I I ' ' 0 ' I j ' \ I I ' /IW.L,. I I llfll-+I I 11-ttt-- l I I lO l'-J I I \ \ I " / -- / / /' / ------,----, ----~-I G95 '----t G9G I • ~-G94 / / / ~-iG92 / / G99 . ..... G84 i--- 704 703 702 701 -~ // .• ~-·~ / ...... ...... I I I I , I : I I I I I I I I , I I L-- l ___ ~ I I ~__. G88 i /,,,J ~ -~- ~. -~-+· :--::.::-~---------- "---I G87 NORTH ( I i GENERAL NOTES 1. SEE L 1.00 SHEET SERIES FOR ADDITIONAL PLANS AND INFORMATION. 3. SEE L 2.00 SHEET FOR PLANTING SCHEDULE AND NOTES 4. SEE L2.01 SHEET FOR TREE INVENTORY. 5. SEE L2.02 SHEET FOR TREE PROTECTION AND PLANTING DETAILS. 6. ALL PLANTING IN PUBLIC R.O.W. SHALL BE PER CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 0 20' 40' \.::--G)-;~" ~~o~=E~l ~NV~E=N~T~O~R~Y_:P_:LA~N~----------------------------------- CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262. 9622 F. 206.262.9507 All reproduction & intellectual property right5 reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206,725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION -(le' ' ,·rv,'i',., ·,; 2244 NW Malkat Stred Suite 8 Seattle, WA 98107 T: 206-774-9490 WNW. fazioass.ocia tes. com Professionol seal ['lo. issue Description PERMIT SET Dols:o 06.12.15 --------------------- Drnwn by: VW Project No: 15-010 Rev:ewed by: TREE INVENTORY PLAN RJF Rr:cr:1\!f=["'\ L,, ="'· ' .. ,./ JUN 2 5 20\:J Originai drawir19 is 24" x 36''. Scale entities accordingly if redc1ced L 1.01 c.-· .. F'/ .. /~:'.., ':: TRANSVERSE FLEXIBLE PAVEMENT PATCH PER ' COR STD H032-1. RESTORE IMPACTED PAINT STRIPING IN STREIT. . . . i i /., / / ,.,!/Y··.-;.'J.)Y \!: _,.,, i: i {tii)ENb NEW SID ALK ~ AT, NEAREST S ORE . . LINE 'I }:,, \1 , , I J'\ ' ' : ~STA 11 +22.6 ,, 22.2'± . ,eJ EN.D NEW CUR AND ,, I ' --.. ' ' ,11 GYTIER I ! , i STA 1 o+b8.64, n BEGIN NfW ~ SIDEWAL~ eJ ,. I RT I : J: i/1 I .,, j' i eJ ,. PAVEMEN PATCH P .... re .. , m .. ,'· ... e. .TRANSVEISE FLEXIBWE : !COR STD H032-1 I .~:bi .. : STA 10:i .. ,3~.73, 21fk-± RT <, eJ BEGIN NEW CURB ND GUTIER. ' / / / / I FIRE HYDRANT ASSEMBLY CONNECT TO EX WATER MAIN (1) TAPPING TEE (MJxFL) ( 1) 6" GATE VALVE (FLxMJ) THRUST BLOCKING ~· 888!8 I < J. ·.·,.·.'. .· ... · .. / ., , _,' / '. _,,/' // / I _,./ / . / ,//' // / . / ./ / • I ! ~, i ': ~J) ' .. ' . . .. : ' ' . '"''•··-.,c,··-.. ···-········""""7"''" .<.; :; / ' / / / / / / //)( LOF 784 J J()() !55 FENCE PER ARCH DWGS * @Ac PAVEMENT (TYP) CL\ CONC TRAFFIC CURB eJ / ~WHEEL STD eJ /:/ (3) CONCRETE STEPS PER ARCH DWGS RELOCATE TELEPHONE RISER. COORDINATE WITH SERVICE PROVIDER. RESET HAND-HOLES TO FINISHED GRADE AND REPLACE W/TRAFFIC RATED BOXES. COORDINATE WITH SERVICE PROVIDERS. CEMENT CONCRETE TRAFFIC CURB AND GUTIER PER COR STD PLAN 101 WITH 2' ASPHALT PAVEMENT PATCH @BLOCKOUT STRIPING FF 31.10 ~ADA PARKING SIGN @ W/POST ~ BUILDING MOUNTED @ ADA PARKING SIGN W CONCRETE RAMP @coNCRETE SIDEWALK (TYP) 5.5' ~WHEEL STOP (TYP),---,,'.4;. .. ll.'- e) ( 1 ) CONCRETE STEP / PER ARCH DWGS / CONCRETE RAMP W /FLUSH CONCRETE WALLS AND RAILS PER ARCH DWGS © PERMEABLE PAVERS 6" SS IE 28.00 11 LF 6" DI SSS @ 2.0% MIN. / .···///. /,' / / / .. ~SSil1,1~6L:' ~~ W RIM 28.80 QY IE 27.60 29 LF 6" DI SSS @ 2.0% MIN. CONC TRAFFIC CURB CD eJ CONNECT TO EX 6" SS IE 27.0± FIELD VERIFY MINIMUM OF 5 WORKING _ '''"' ,,,,,,·n,,.,, ,,,,,,,,:• DAYS PRIOR TO MAKING . ,,, '-" '·· '·'·· ··" CONNECTION /;/ BLOCKOUT STRIPING@ UNDERGROUND POWER TRENCH / EX ELECTRICAL TRANSFORMER TO BE UPGRADED ./, // 20.67' / )· _, (,· •.. ' ' JAX LO! 784!JOOl!5 · 1 . . /} '-. -! . //// .·.·•·· .. /dX i.O! 784 ! JDC! 75 . i i . I i: 6" TAPER AT END OF CURB END ASPHALT I • I I • I I • I liiGHTING PER E.LEC DWGS I I. THICKENED" EDGE. 12 I i TAPER TO I -; MATCH EXISTING ,· I TAX !OT 784 ! }()0205 I --1-NEW PAINTED ARROW PER ARCH DWGS ADA SYMBOL & BLOCKOUT STRIPING @ I I • I ,~ . t3 ltu 1w ,I I~ ~ c:··=•::=" =";,"'"··=' ~ : ,j ,.,;,\ lw . I z .., I :J <t, I , I~ 11, ' ,,, I \> .. ,' MATCH ASPHALT I THICKENED ·~/ r '' EDGE TO EX I \. '. CURB I NEW PAINTED 7u~\0i~;(;r I ARROW PER " '. v, ,, •. v, I AR?H DWGS I -J • -~ '.)!" I • , ,// / , I I I I N 10 0 5 10 1LE1-.:.•1-.:.11 •• 1 __ 1 Scale 1"=10' LEGEND ----PROPERTY LINE 30- -·29- ~ XX.X± ME Xll1L ruw"--- EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT 20 i xx.x EG '-.. FF 78.0 EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION / . EX BUILDING ////////////// PROPOSED BUILDING :;':~" ::==::'.:' ::;:''.::;::=::;:·::;::::::~·\ CONCRETE PAVEMENT PERMEABLE PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT "'"' . ,,.n, *' "'""' SITE WALL ~..,.-~ .. -. w. '--t-J; VERTICAL CURB CURB AND GUTIER CATCH BASIN TYPE 2 CATCH BASIN TYPE 1 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN STORM DRAIN CLEANOUT DOWNSPOUTS -------------SIDE SEWER PIPE ~ SEWER CLEANOUT SIDE SEWER CONNECTION -.o..------FIRE HYDRANT WATER FITIINGS WATER SERVICE LINES Call 3 Working Days Belor~-ll.~~~IG! 1-800-424-5555 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE. SUITE 810 SEATTLE, WASHINGTON 98101 P, 206.262.9622 F. 206,262.9507 All reproduction & intellectual property rights reserved c 2014 L 1 P D 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f, 206,973.5344 engineering pllc www.lpdengineering.com , ... ":·) ,;_,--,, A STRUC I U,A. C:NGIN"ERING COR?O ATICN 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional No. ls~Je Cescription -· ------·------ ;,, FIRE ACCFSS DRIVEWAY --· --·------- Date 5.08." 5 6. 1 '.' .15 -----· -·--- -·--.-.---· -· _J~- <( __ .. ~ 1----------1-l)rawn by: JLC Reviewed by: UP -~ Pruject CD ::::> No, 06071-2015-01 Cf) UTILITIES AND I-PAVING UJ 0... C3.0 ~ ~ "i ~ "' ~ "' ;;, <c; C ~ ,ti_ I<' "ti -~ ~ is. ;,!_ ~ '§ "1 15 ,, ~ ii s '~ ~ 'G s '" ~ ~ '~ l ,, ~ ,, ~ 1! ~ ii! !: ,, C ,. e' ~ { "' ,S ~ • '~ ~ • " ,,,_ ;,; 0 ctj I • I {) i'lcc=, ,,,,,.,,,,.,, = , , .. ====,,, ,_,,_..,...,,.,==--1-I, -,,,,=, ' '1"' ,,,,,=,,,,,,,,,="''''''''''''"'','',,,,','','' ',''''·=·=··,,.,' -· . ,,,·,',',''"-","= -_.-.-.. -,,-----,-,-.. -=--. -= -= WIW11: -,,,,, ,,,,,,,,,,,,,,_ ,,,,, ,_,~~--,,,,,,,~,-',,,,,,,,_~. -= ,,, -· Cl)'(''' '·-f ,,,,,,,,,,, ,••• wl1 w·· ool, I Ii ~,I; :JI I, ~I ~I • I • (/ • I I • I I • I I ,, ///' ,· / / __ ,· / /i ,, ._,, -..... . ...... , .(( / -:f / . / • l 1-······ ------··· I I~ AC PAVEMENT eJ PATCH 1 6 LF CONC eJ TRAFFIC CURB MATCH EX : I MATCH EXISTING GRADES 1------ HEAVY DUTY AC PAVEMENT (TYP) ,,-,,,, ,,,,,,~ ,,,,,,-,,,-,,-_,-, ,-,_-: x". -,.-,-, ,-,, -, JW , '' ,,,,,,,,~ -x·,£.::..:--++-'::_ .. ~:; :• -t+-,,,.-3~~~.:;;;::r~.,::=. ~R~~F1~0 ~iRB W ,,, '''=c,,,,, l -,_-(T=,=r '-, ,,, . 'J~tH' "-*,c,:,-,'"*-"-ccr>hri-+..c.t-~+W ""7--" ' (.~~:) 'I MATCH EX! i I .8± E I 8'± I j : I I 4" WHITE ::.,J/ STRIPES (TYP) " ,, .... ~ [ i ' (TYP) • 1 ' i I BOLLARD/GATE ~TOP INSTALLED AT OWNER DISCRETION ~ ieJ DRIVEWAY (WITHOUT SIDE RAMPS) SLOPED, TO ffi 9tAIN eJ j ', ' FIRE LANE ND PAflKI I I -~- .,;: I ,,// PAINT EX CURB RED ADJACENT TO ~-f! 23' FIRE ACCESS GATE PER ARCH PLANS, MOUNT 12"X18" "NO PARKING FIRE LANE" SIGN PER MUTCD RB-31 ON EACH SIDE OF GATE AND CONNECT TO EX FENCE FIRE LANE <.:1iLH !i'SN /;,'.\fee:_;?) 4 f \, 12" HIGH WHITE STENCILED LETTERING "FIRE LANE NO PARKING" ., CCC,, ,,,,=, '',' ·,.',== , N 10 0 ~ .. -Scale 1"=10' LEGEND ----PROPERTY LINE --~--~·"""' ::: e ---. .,,, -30- -29-_, ~ XX.X± ME "- XX.X TC XX,X TP '. EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT 20 I XX.X EG FF 78.0 EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION / EX BUILDING PROPOSED BUILDING r. • 1 CONCRETE PAVEMENT t:= ;;::::::':::' ;=:· :::=;::;:::;;::::;· PERMEABLE PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT VERTICAL CURB CURB AND GUTTER CATCH BASIN TYPE 2 CATCH BASIN TYPE sl"""" '"""' STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN . '" STORM DRAIN CLEANOUT DOWNSPOUTS ~ SIDE SEWER PIPE ---------SEWER CLEANOUT ~SIDE SEWER CONNECTION WATER FITTINGS WATER SERVICE LINES Call 3 Working Days Befor~.;f.~:u DIGI ~~= 1-800-424-5555 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES, RENTON, WA 98055 • A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P, 206.262.9622 F. 206.262,9507 All reproduction &: intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p, 206,725.1211 f, 206.9715344 engineering pile www.lpdengineering.com ,·: -.. ,-.__r:,; -) : A STR'XTUC:1\L ENGINU,RHG CORPORATIO~ 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph, 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com No. Issue Descripliun PEo~II Sll 2 FIRE ACCESS JRIVEWAY ......J_ <( Dale .• 5,08, 1 o 6, 12, 15 1-----------1-Crawn by: JLC Reviewed by: UP -' ~ Pru1ecl No, 06011-2015-[]1 co => Cf) PAVING FOR FIRE I-ACCESS - w a.. C3.1 JUN 2 a 20h ~ ~ ~ ~ ~ 0 u § ~ ·-, ~ " ~ "" -.!2 ~ " § ~ "" ~ I ~ i ,,J " "' ~ ii e -I> 11 .ll ~ § "' ~ ~ -.!2 ~ "' ~ ~ u "" t § ~ !l "' u ·'l<-~ _;, t "' -~ ~ .e <;, ~ " .:§: ~ FINISHED GRADE SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION 12" SAW-CUT, TACK COAT AND MATCH EX ASPHALT GRADE EXISTING ASPHALT ~------3" HMA CLASS 1/2" ASPHALT CONCRETE PAVEMENT '----------6" CRUSHED SURFACING BASE COURSE NOTES: PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 2. SAW-CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. s .... 0,, 3" 1' 2-1/2" 1'-4" 11 -5 11 8" NTS ASPHALT PAVEMENT 2 LAYERS 4" WHITE PAINT STRIPE 3-1/2" 5" '-8" 11 " NTS ADA STALL AND BLOCKOUT STRIPING 1 5 12" • / A ·'/ ,' ') .,,·]y_,'\ __ (<·, -·--- SAW-CUT, TACK COAT AND MATCH EX ASPHALT GRADE EXISTING ASPHALT GRADE EX UNDISTURBED PAVEMENT SUB-BASE MUST BE COMPACTED TO 95% MAX. DENSITY PER ASTM D1557 SUBGRADE COMPACTED TO FIRM AND UNYIELDING CONDITION ~------4" HMA CLASS 1/2" ASPHALT CONCRETE PAVEMENT NOTES: '-----------9" CRUSHED SURFACING BASE COURSE PER WSDOT SECTION 9-03.9(3), COMPACT TO 95% MAX DENSITY 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE, CONSTRUCT SECTION SHOWN. 2. SAW-CUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. 3. PLACE ASPHALT IN ACCORDANCE WITH WSDOT APWA SECTION 5-04. 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS PRIOR TO PAVING. NTS HEAVY DUTY ASPHALT PAVEMENT 2 1 .. 6"11) SCH. 40 ' ' GALV. STEEL PIPE FILL W/ 0 CONCRETE PAINT I PIPE YELLOW "" FINISH GRADE. SLOPE 1 ' AWAY FROM BOLLARD @ ' 1% ' ,;.:.i;, ' ' ' , ' ' ' ' ASPHALT PAVEMENT ' ' . 0 ' ,, AS SHOWN ON I ·• DRAWINGS -:.-< ' ' ,. ROUND CONC. ' ' ' FOOTING FULL ' ,, DEPTH ' < " 11.."' ~~r '/' I'-!..,_,...'-..:. , 0:::-i)j}/«-' ',, NTS BOLLARD 6 DUMMY JOINT @ 20' O.C. 3/16"x1-- 1 /2" PREMOLDED CONT MASTIC JOINT STRIP (SAWCUT JOINT @ CONTRACTOR'S OPTION) NOTE: 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). 2. PLACE TOOL JOINTS @ 5' O.C. 3. IF WALK IS OVER 7' WIDE, PLACE LONGITUDINAL DUMMY JOINT ALONG CENTER OF WALK. 4. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATIERN & CONCRETE FINISH. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . ..... . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . ....... . . . . . . . . . . . . . . . . . . . . . ....... ....... ....... . . . . . . . ....... ....... ....... ....... . . . . . . . ....... ....... . . . . . . . I ,-THROUGH JOINT BUILDING FACE cw A )))\) A L ~~=='-1----___l___j B.J 12: 1 MAX SLOPE 3'-0" MIN WIDTH SECTION A-A NTS CONCRETE WALK 3 WIDTH PER PLAN CONG WALK 4" ----=-1 1' ffi CONC TRAFFIC CURB 8 SECTION B-B TRUNCATED DOMES DETECTABLE WARNING PER WSDOT STD PLAN F-45.10-00. FULL WIDTH OF RAMP. NTS CONCRETE RAMP 7 METAL POST NOTES: 1. METAL POSTS SHALL BE TELESPAR QUICK PUNCH POST. 2. FOR IN-SIDEWALK INSTALLATIONS, CORE 4" DIAM. HOLE. ANCHOR LENGTH MAY BE DECREASED TO 12". 3. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHTO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7 /16" DIE-PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH, FOUR SIDES. 4. ANCHOR SHALL HAVE 4 7 /16" HOLES ONE EACH SIDE 2" FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED MATERIAL TO MEET ASTM A500 GRADE B. 5. DRIVE RIVETS TO BE TL3806 3/8" DIA. 6. CORNER BOLTS TO BE TLCB516M. CORNER BOLT SEE NOTE 7 ,/· 8" 2" -+-----,--+-0 > 22" ) SIGN POST SQUARE 2" X 2", 14 GAUGE QUICK PUNCH GROUND SURFACE . -~ EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY ALSO BE HUNG ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE. SIGN MOUNTING HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING SPACE FINISHED GRADE. AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT __________ OR _________ OR BY TELEPHONING .. RESERVED PARKING RESERVED PARKING > ( ' LOWER SIGN POST • • ~-+---1-''_ SUPPORT 2" ;;.:>j~l ~-5;AtGr5z~.:°LENGTH SfATE D1BMLED PNICNQ --lffATEDIWl.m PNl(NQ --I SEE NOTE 5 (I) SIGN ASSEMBLY ;::=~ll~ANF~:::::,,,~AnAcH SIGN WITH o o SIGN POST (I) LOWER SIGN POST SUPPORT ACCEi~aELE 2 DRIVE RIVETS SEE NOTE 5 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 DRIVE RIVET OR HEX BOLT (TYP) BOLT STOP FOR SIGN POST NTS ISOMETRIC VIEW ADA SIGN W /POST DESIGN SPECIFICATIONS -PERMEABLE PAYERS PERMEABLE PAYERS PROVIDE A SOLID SURFACE BUT ALLOW NATURAL DRAINAGE AND MIGRATION OF WATER INTO THE EARTH BY PERMITIING WATER TO DRAIN THROUGH THE SPACES BETWEEN THE PAYERS. USES: SIDEWALKS, PATIOS, PARKING AREAS, AND DRIVEWAYS. 1. A MINIMUM OF 6 INCHES OF FREE-DRAINING SAND OR GRAVEL BASE IS REQUIRED UNDER THE POROUS CONCRETE SURFACE. 2. THE FREE-DRAINING BASE SHALL HAVE LESS THAN 5% FINES (MATERIAL PASSING THE #200 SIEVE) BASED ON THE FRACTION PASSING THE #4 SIEVE . 3. THE POROUS PAYERS SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 10 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER ARE POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE FROM A 5-GALLON BUCKET. IF NOTHING BUT A SCANT AMOUNT OF 4. WATER PUDDLES OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. IF THIS TEST IS NOT CONCLUSIVE, THEN A 6-INCH RING SEALED AT THE BASE TO THE PAVEMENT SURFACE SHALL BE USED TO MEASURE THE ACTUAL RATE OF ABSORPTION. 5. SIDEWALKS AND PATIOS ON PRIVATE PROPERTY NOT SUBJECT TO VEHICLES SHALL BE A MINIMUM OF 4 INCHES THICK AND SHOULD HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI. ~---CURB.,'ED(J;E REGTRAlt,JT \Ni:n,J CVT~ourn fOR -ovERrLaw ORA!MAGE tcuR:a sHowt-~; ~---SOIL SUBGRAPE ~ .ZERO SL.OPE NTS PERMEABLE PA VERS 4 8 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE. WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p, 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com A STRUCTURAi_ c~GINEERl~G CORPORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com ~o. Issue Descriplion Cate PcRMIT ScT 5.08.15 2 FIRE ACCESS DRIVEWAY 6.12.1::i _J __________ ~ <C-----~~ 1------------1--lJrawn by: JLC Reviewed by: UP ~ Projoct ~o: 06071--2015 01 co => U) PAVING NOTES ANl:rc;r::\' [) !--DETAILS JUN 2.5 zn1s -cnv.-.· · · oN ~ PU'-Ll\;i:._i,__. u1 i1S10N (:t::: Origincil drawir19 i'.; 24" )( 36". Scale enti;iec, uccordirgly i' reduced w Cl.. C3.2 ~ ~ ·-., li' '5 ~ "' .,'8 {I "' 6 ~ ~ ;,; ·-~ ,} "\; "' ~ -,; ·"' ~ '5 ~ .,'8 ~ ~ ~ :2 ~ .,'8 ~ "' ~ "' ,la ~ § ' ~ ~ "' l e _.',. t "' -~ -~ % "' ~ CEry,i::t,tT COkiO~Ji\l TRAF'PJC · OVR&./;.N!;, !litJ:TIT{f,t DEPRESSED .C:t411l.B::Sticti'tl0M Ar $!0!::WA\# -R4M~·1r t~t.}!5r¥r~ri"' f!iftiril!'!Git'iiJRta' ... NTS COR STD PLAN 101 -CEMENT CONCRETE CURBS 1 FINISHED GRADE THICKENED EDGE __________. 1 2 " _L PAVING OR LANDSCAPING PER PLANS NTS ASPHALT THICKENED EDGE 5 ~Jit$~~illt.h~5Jh,- -~t_f$~.'f.!\:1~);¥:t"f\;t:N~~-~A:-:,,.t\tfftftmbitftit.%':&'0:ti1Mt NTS COR STD PLAN 102 -CEMENT CONC SIDEWALK 2 2' TAPER TO MATCH EXISTING LIMIT OF~ BLOCKOUT STRIPING EXISTING PAVEMENT STRIPED ACCESS WIDTH PER PLAN EXISTING BUILDING OR CONCRETE RAMP FINISHED GRADE 1.5% MAX / PAVING SECTION PER NTS ADA ACCESS SECTION 6 2.0' lv'.IM. EXISTING ASPHALT /---PAVEMENT --+---··-··-·-··--·-·-·-···------..;-- (SEE NOTE 2) NEW CURB -·[ & GUTTER ARTERiAL SIF.tt:~L.Mllil~iU1t 7" HM . .\ (or ACP Closs 8) (SEE NOTE I), OVER 6" CRUSHED ROCK ~ J--., /// RESIDE,JIALJIBQi MINl~.UM.1 / 4" HMA (er ACP Cla5'J B) ~ ---· (SEE NOTE 1 ), OYER , 6" CRUSHED ROCK i ) NOT.i;S: .. 1. MUST MATCH EXISTING TH!Ci<NESS !F GREATER. 2. S,\WCUT SHALL BE POSITIONED 1' -o· BEYOND EDGE OF DAM/\GED PAVEMENT. 3. THE INTENT OF 1H1S DES!C~J 1S TO DESCR113E PAVEMENT PL..ACEMENT Af THE GUTTER FACE. SEE STANDARD PLA~~ FOR CEMENT CONCRETE CURBS. NTS COR STD PLAN 103 -CURB AND GUTTER REPLACEMENT 2· --------------~---------- ASPHALT PAVEMENT #3 REBAR _ _,, PRE-DRILL 5/8" HOLE & FILL W/ EPOXY 11 11 11 11 6-FOOT WIDE RECYCLED PLASTIC WHEELSTOP (GREY) ' ,, • '' 1 O" MIN EMBED ' ' ~ CONCRETE TRAFFIC ..I:!], CURB ' ' ' ' . ,· . , ' ,• ,. ' ., NTS WHEEL STOP ' 3 7 NTS COR STD PLAN 104-DRIVEWAY ENTRANCE 4 \ \ \ 1\____rc~, ._ .. 1, , FR *2" u\N~ UN': ~---6.5' h/lf\L --~ -~~------,-~~-~-~,---- I J.'' CLA.SS 'B' _/ '· FOR l~INI\IIJl0 STl'JIDAl·WS. SEE DWC// HR-05, SP ~i.L'\G[ HCJj2 TOP COUi'~SF TYPICAL TRANSVERSE PATCH F'OR FLEXIBLE PAVEMENT NTS 8 COR STD PLAN H032-1 -TRASNVERSE PAVEMENT PATCH "'L----------------------------------'--------------------------------------'----------------------------------..,_-------------------------------------' •'. i ...... ,--- CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 < A R C H I T E C T SI WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE. SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineerlng.com A STRJCTURA'_ ENGINEE'sl1~G CCRPOR/\ TIO~ 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com :;rofessional No. Issue Description PERMIT SC:T 2 ffE ACCc.SS DRIVEWAY l)u le 5.08.15 6.12.15 ---'----------~ <( __ 1-----------1-Drown by: JLC Reviewed by: UP -' ~ Project co :=) No, 06071-20' 5-01 en PAVING AND FROtw"f:~§,E:1\'F[) I-DETAILS JUN 2 5 2015 UJ 0.... C3.3 :a WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIAl5 SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BYTHE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1·800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIAl5 USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHAU BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIAl5 ON-SITE. 4. ALL WATER MAIN PIPE MATERIAl5 SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PERAWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A2L10-82. ALL DUCTILE IRON PIPE AND FITIINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC PER AWWA ClOS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10.INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OFTHE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPEOFICATION FORSIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM ORY DENSITY AS DETERMINED BYTHE MODIFIED PROCTOR TEST METHOD (MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOO. 6, CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAll5 ANO SPECIFICATIONS ANO SHALL BE INSTALLED AT ALL VERTICAL AND HORl20NTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA-LUGS {OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICALJOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF ANO UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, ANO THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET-TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM-PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERAl5 SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 22S PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRETEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURETEST, THE LINE SHALL BE DISINFECTED, FLUSHED, ANO THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN ANO FITIINGS ATTHE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS ANO FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIAl5 REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE ANO INSTALL BACKFILL, CONCRETE BLOCKING, ANO COMPLETE SURFACE RESTORATION. NTS COR STD PLAN 300.0 -WATER PLAN GENERAL NOTES 11 , /4' BE\J:J l,IAK f'.EIG i' OF f]-;·,vsr B:..OCK (iT) -0.5 x D'.:Y:",j OF ,1,[NC>I MIVi. f![IGHf OF nmusr clLCCV. (FT) -G.D. PWC: + -;.:J' L ,.C<:1'1101-l ,;,•Ji) 5,zc. o> ,_1:.GCi{lf1G rnR i':P[ 1.,1,_c;;c;[; Tl-!NS 12",'.lf,MUU, ,.\,ND l"Gf'( SOil. TYPES c':H'EREN1 THAN SHO'NN Sl-iALL 3£ DETE~\11i~C:D BY ;11[ Et~CINErn. 2, ALL 'cU>C.<liiG SHAL'-BC: PCUFffLl !i·J Pl".•T NiMl~I UND ~IIJc'dED ,'111.Tl\1: GF.GLNO 5. A:'_'._. POL!RED TI-!R-JST !3LOCl<3 '.ih'i<LL B:C ElACKi'iUJ:iJ A::-u; /.'IN 1 D,\". P!(E'.:"-.SURE ·rt.:SllrSii SHAL.L OCCl;t"l AF"IEf~ COl·;-:i-;;:rc· HA.S '<l'.'ACilEi) ~IOMif\Al. r;(JMl'-i<i:.'.":S!'/E $rRENCTi·L ,1 AL.L 8LCCKh..JG SHALL. B: scw~,,:r:1c: CL 5 (!-1/~"). 5. B_CC<l:~G 1\GP,INST FlTTIMGS ~li/\L.L fJ:AR AG/,iH:;: ··,IE l]~ll::A."lf:ST FITW-lG S!..,RF}_C,C /'i~l'A PClSSl':JLE, [jLJ r Si--iAU_ ;;o:· ())\.'ER OR ;'JiCl.Q~;E_ BELL El~DS, JOINT so~ T3 c-i CLt..PUS RE,\3QN,\Bl.E AC.GESS TO '."WI.[;; AND Gi..,\Nl)S :,H,l.CC. BE PROVIC·ED. 1 NTS COR STD PLAN 330.2 -CONCRETE THRUST BLOCKING 5 u z ' T 1\PFH,: G EE (M.JY.F. ) T1\P;:,ING GP.TE 1/ALVE (f-'L ;<MJ) i"E},1PORJ...RY PLUG (~q W!TH 2---INCH -:-AP A~!D 2--ICJC[' 8LJW-Off ;\5Si::',1Eili' COt\CRETE 3LOCl<INC "' LU i-- ?f 11Drn::::.::.1_ C.~QSS(M JxFL) FOi~ f'::)L Yl~!GG!N 1J 1···BUND FLA'.'~CE ON TOP WITH 2" TAf" .A.t\D :.2" PLUG i ---8Lir~o ;:-L,'\,'~GE ON fJCH:)M 1-?LUG(MJ) VHH 2"TtsP & 2·· 81..0'N-OFT TEl/,PORAR ( BLOCK F!MAi_ COM~ECTI0'-1 jjf iAII r,or:s: l+J ' ---H~~' Ir (-:crrn Acl "' All,tCG SY POi.YPlc;, PRES5Vr,r TESIING ,~N[l fJIS ~ ":::CT Ol'l 1-{DvlOVE TEf,ff'ORAY i31_0CK & rn_ow--o::-r ,\ND CONNC.CT 'O ',lr\L.VE l',H·i D.I SL.[['.'E (~/.J) & D.I. Sf'001_$ F!NAL CGMlECT,OM ff·! CIT'f FORC':S 1. T,\PPIP.JG TEES SHf•.l.l 8[ MA.DE: or: CAST l.~ON, [)JC['L[ iRCJN OR E0 c;~Y-CC-ATED 3TEEL. acu:=.: NC NU~S SHAL FJF CCR---EtJ ALI TF.fS N,J '/AL.VE:; S,-../\! . .L 9E WA1ER TES"[[[) 13Er:oR=c: TAP 2. NO s·zE ON SIZE TAPS 0/.j (:AS"J-IRDrl W/1.TFR UNES. TAP SHt,U 8:': ,,- L[AST 2" SM.!.LLEP. CIAM[Tf::'.I~ frl/cM THE f:-'.1'3111-iG t~r\lN. 3. NO '.'.'ET Tf,,p G~I t\'3B'::STOS CE.~1£.Ni. ~1NE or~ STEE.L u:~E 4. W[T-fA"'PING OF EXl511N(; CITY C.lf" Rf.ND!·; 1NMc:R MAINS ~lL. 6£ [,ONE BY SPEER -11P QR SUPERIOR r.'IP?lt-lG :Ne. 5 cc~rmc\CTOR SHALL PQHOLE AND v=_R!FY THE HJRl?.CNT.11.L. A~;o ','r;:RTICAL fa.U(;NMENT ()f EXl.';T!\G u;,.;'.: Or{ sruc ;INC SliALL ~:rARl _AY!\;G IHC: fkW LINE /.. T THf SAME --1c;;;1zo1'i l"AL. AND vERTIC;L_ AUG~ME,~T o=-THE EX:STitlC COTUC,. 0. CITY FORCES Wll.L PERFORM n-;: FL\/..L CO!\.'IEr:T;GN "°ROV. THE WAER Ll,'.JE fO :HE IWr'ING VAi.VE vn;-1 D.i. SLEEVE AND D.I. SPCOL NTS COR STD PLAN 300.1 -WET TAP NTS NOT USED l'IRE J---YCR/'\1'JT fa.SSE!vl:JL Y .-LEVEL f~U-GROUi\JJ C' If-_,~-- HYDRA!'IT LCC/1TI ON II\ 2 NTS COR STD PLAN 310.1 -FIRE HYDRANT ASSEMBLY 3 6 NTS NOT USED 7 /,_.. Iv! A f~ KE: 1:~ I 1/ I -+ :! : / 1 TWO L/\NE RCt\D OffSET MARKER TO !NDICA ff. WH!CH SIDr::: OF S !F<EET IYuRAW IS ON (.f' FclOfi DOTS ors PAltTf[D LINE) FOUR LANE ROAD OFFSET MARKE? TO iHJICATE 'NI-IICH SID[ OF STr<::r·· HYDr<'f\NT !S ON i A-" F;:.;OM DOTS OR P4it/f[D i_.M~::. !}V!DER) ?,\:S=:D P;\\/\W/·.JT MARKER ·:-YPE 88 ,\8 STIMSCN!TE: TWO-WAY (8l.UE) I \ MAK,KEJZ + I Gh SIDE STREETS \"irlERE THE HYDP.t\NT IS WIT-liN 20' OF A MAIN TR,s'·/ELED '.;;lR.EET, lllE MAf~KER IS T-:J BE IN'3TALLED Of'.i TH,\T ~1AiN STREET 1.--;..,JN<KER :/ j ,, FiVE LAh[ F'.OAIJ Off~)ET 1,1/\:~KCJ~ ru lf~IJICATE \/.iHiCH :-;IDE OF ::,;1w-rr :--JYDR/\.i\T IS (J[\j ( 4" FRUM DOTS or: P1\IN !"U) l_)\hF. DIVl[TR) NTS COR STD PLAN 310.3 -HYDRANT MARKER LAYOUT ,, NTS NOT USED 4 8 "L--------------------------------------'---------------------------------------'---------------------------------------'-----------------------------------------' __J CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATIUCK AVENUES. RENTON, WA 98055 • A R C H I T E C T SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com ( ,_ ,:;; '. .... A STRJC IURi\ __ CNGINC:cRING cm 'ORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com Professional \Jo. Issue Cescription L:u le ------------------- PERMIT SC:T 5.08. 15 2 clRE ACCcSS DRIVEWAY 6.12.15 <( __ 1------------1--Drawr by: JLC Reviewed by: UP co ::) No: C6C;'1-2015-0I Cf) UTILITY DETAILS I-- ~u--1 Cl::: ng1no w a.. drawing is 24" x 36". C3.4 R-('_ ,-,c. .,,-r) ,..... • 1 • J ' .. , \. I!.... 4 '., JUN 2 5 2015 ---i SD+1 MH TYPE 1-48! i STA. 11 +08.86, 16.83 LT W/SOLID LOCKING LI~! CONNECT TO EX 18" i SD RIM 28.10 IE 21.59 (12" E) IN • EX IE 20.60 (18" N,, :S) w IH•II; ,•,!ti' '!!·Hi.fJc ;j-"_. .. _. / './ -~-> -it.'.-.-.)/ PY 1/ , :fl[),,;·_; ',v'• ; ·-',; '"-f // i/. . / ' ,; '., 'I i i / {.', ' ! ' ' '·; :.,// / / <t t ! .. l' '/J c.:· I I 1+, , FL 28.1± ME 1 6' LF 6" VA LT FO TING DR~IN CONNECTION 1.0 , MIN. ;. I C) 'i, , __ , ,; ;··-······· .·········-···· \ 1' ~~ \ i . 18 LF 6" SD @ 1.0% i MIN. CONNECT/ ROOF }, DRAINS I '-./' :,; I .... '" .. ·. ~-'J:) .j '" . . • .. ·.· '.•-) I.•, .... I ..... "'· ffiSD18 SDCO I '2J RIM 28.,60 ; IE 25.60 ~ ' FL, 27.9± ME /, .- 0 1 I : ; i' i ·······-----..... ···-·,:;• ....... A PX LO!" 784!JDOJ55 ... '• 4 ~ •• . <' I [\ \ <;_\ / ' .. : :'(.;;\!(/:'( •'/ / .• . /' ////.- (TYP) // ffiSD+5 CB TYPE 1 8 RIM 28.50 IE 25.50 (12" S) IN IE 25.50 (8" E) IN '.· IE 25.50 ( 12" W) OUT 28.0±) EG A CBTYPE1- -'X't/'.1,t.:F H/ '};-;:' ;\ / RIM 29.00 IE 25.00 (12" E) om \ 8 SOO 60' STORMFIL TEA MANHOLE W SOLID LOCKING LID W W/4 CARTRIDGES ~ ET VAULT 83 LF 6" ROOF DRAIN @ 1.0% MIN. 41 LF 6" ROOF DRAIN @ 1.0% MIN. RIM 29.30 IE 24.50 ( 12" E) IN IE 22.20 ( 12" W) OUT SDi2 CB TYPE 2-48' W W SOLID LOCKING LID 8 RIM 28.60 IE 22.10 t12" E) IN IE-23.00 6"-S) IN ·. · IE 23.00 4" S) IN IE 23.00 ( 4" SW) IN IE 22. 1 0 ( 1 2" W) OUT 24'X6'X8'D 2 6' DEAD STORAGE ~ (843 CF REQ., 864 CF PROVIDED) WQ SURFACE 24.50 TOP OF SEDIMENT STORAGE 18.50 FF 3110 0"1166 LF 4" FOOTING ' '2) DRAIN (TYP) 30 LF 6" ROOF DRAIN @ 1.0% MIN. CONNECT INTERNAL ROOF DRAIN WSDl11 SDCO '2J RIM 30.45 IE 27.45 29.60 ~SDt12 SDCO '2J RIM 31.05 IE 28.05 SD+9 SDC0ffi RIM 29.60 '2J IE 23.60 18 LF 6" ROOF DRAIN @ 1.0% MIN. CONNECT INTERNAL ROOF DRAIN 110 LF 4" FOOTING~ DRAIN (TYP) '2J 30.50 / / /; / / // / ' 29.66 29. ± ME / 29.1± E / / 4 --------.~-------~------ . / ·_ //'. / / !AX !.OT 78f!J0()!75 i / L 1' ' TC 2 .90 I !A/ I.OT 784/}()()2!5 33 LF 8" SD @ 3.0% I 71}4 !}00206 . cw S 7CBTYPE18 RIM 29.15 IE 26.48 (8" W) OUT 1 ! . ,. I -------· F·' ... ti 29.8± ME 784J}t7!)2{)f MATCH EX EL~ATIONS (TYP) • ·., .. SDll6 CB TYPE 1 ffi RIM-29.35 __ ......... 8 - IE 26.00 ( 12"'1'lf"-0UT 9•- / ,'//"!. / (>FU--! .-?'L\1i,·' _,;,,:,,/::c_?_q .~'/j _i '-7···' ! • N 10 0 5 10 '"'~-~-~-~·--1_1 Scale 1"=10' LEGEND ---- -30- -29- ~ XX X± ME ........ xx.x TC XX.X TP '--. ~ FF 78.0 PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR PROPOSED CONTOUR (INDEX) PROPOSED CONTOUR SPOT ELEVATION MATCH EXISTING GRADE TOP OF CURB/PAVEMENT EXISTING GROUND (FOR REFERENCE) FINISHED FLOOR ELEVATION / / / EX BUILDING .L..~'......c'..'......c'...L...L..L /////////'r/,/'.j PROPOSED BUILDING L~---'-'~--~l CONCRETE PAVEMENT k .:::_ ,i ~ ' ,i ~ .:::_ J PERMEABLE PAVERS ASPHALT (AC) PAVEMENT HEAVY DUTY ASPHALT (AC) PAVEMENT ,y,, ./~ .. · w+u+ W>¥W SITE WALL ,< ., ___ '- 0 VERTICAL CURB CURB AND GUTTER STORM DRAIN CLEANOUT DOWNSPOUTS ''• · • · SIDE SEWER PIPE 1--------------sEWER CLEANOUT J~SIDE SEWER CONNECTION ztc...·· ~--·--FIRE HYDRANT I I l _j....------WATER FITTINGS J~ : WATER SERVICE LINES ,/ EARTHWORK QUANTITIES= AREA OF WORK 21,500 SF STRIPPINGS: 243 CY (INCLUDES 12" EX BUILDING @ 57 CY, 4" EX PAVING @ 94 CY, AND 12" EX LANDSCAPING @ 92 CY) CUT: 456 CY FILL: 704 CY (INCLUDES PAVING SECTIONS AND BUILDING) EARTHWORK QUANTITIES ARE FOR PERMITIING ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY PLAN QUANTITIES FOR BIDDING AND CONSTRUCTION. Call 3 Working Days Bolor~.f~ DIGI .K, = 1-800-424-5555 20 l CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATIUCK AVENUES. RENTON, WA 98055 WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 I. 206.973. 5344 engineering pile www.lpdengineering.com ~ ' ' . ' , , ... ' .... , . ' ... · 'f . . ... . . I A STRUCTlaRAL ENGlt-;ITRl~G CORPO--iATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com Pru~essional l\o. Issue Descriptior. Date --------~-- P[RMIT SET s.oa.' s --------~~ FIRE ACCESS DRIVcWAY 6.' '.'.1.S ;, -··-~--~- -~~-~-~-----~- ~---------·~-~~ ... ..Jllli. 2 5 20\5 __ _ -·-·():'t1 C !" :· .': __ :--.. <·.~i:,,_! -- .....J -------PLr"/'-;N\\\IS Q\\/lSION <t~ 1----------1-Drawn by: JLC Reviewed by: UP 2: Prcjecl co ::::> No: 060/1-2015-01 en GRADING AND I-DRAINAGE - UJ a.. C2.0 40 . 't SDt1 MH TYPE 1-48' STA l 1+08.86, 16.83 LT W/SOLID LOCKING LID. 35 ·CONNECT TO'EX 18" ·SD· >-~~~___, ................. , ........................... , ..... ··/··········· RIM 28.lO ; . . . , IE 21.5.9 (12" E) IN I ~X IE 20.60 !(18" N, S) ·· : ·······' SD*3CBTYPE2-60' SD#2 CB TYPE 2-48~. w;souo: LOCKING LID W/SOLID <LOCKING LID' 4~18" STORMFILTER CARTRIDGES RIM 28.od . . . . . . ... R1M 29.30 . .., , •. l~··~~:6g [grsr\~N j ·········]~j1:~g 11rM 1~jT ..•....•....•................•... " ....•....•............... · .......•...• ; SDi5· CB:TYPE1 iE 23.0d i~4" S) IN · i ·.•c. R. 1.T.IC.A.L. ·. ·.EL. EV. ·.A.T.10. N. ,·. '· ·.s.ET. ·. w. I.TH. ·.IN. b .. o. 4. '. RIM 28.50; · · . . . . ·. IE 25.50 '12 . S . IN ROW : : : : . :j . . . . . . ' . .. .. .. ...... .... "°i .......................... , ...... ·? .................................... ? ................................. ? .................................... ~ I 40 ' . • • .. • I ............................... ; , ..........•...•......•...•....... ~ ' ' 30 ·.IE. ·.2.3 .. 0. 0. i. 4."·. S. W. ~ ·. 1.N. · •. ·. .. · · (. ·" · ) · · · IE 22. 10 [(12" W • OUT FINISHEP GRADE IE 25.50 (j12" W) OUT .. i:~·.····•.t•·········h-=-····· ~~~~~~~~~·~····················§' ~~~~~==n . __:... ·~ ,.____,_ '--' _,_,~ ~ · . .:..-.. i..:...... ----------- -KE;STING ~RADE ----~· ---- 30 25 20 15 ") co <D N OJ co N N 0 (.'.) w "" 10 i ... . . . ...... EX TEL. • .i.~" ............ . . 7 {F 12;, SD @ 14.3% • .•. lzEx • 8" w ,Tu :;. WJL24:.50~·~·. ____. : 51 LF. 12" SO @ 1 ;0% . . • EX TEL/COM/PWR . tt:=J ................ , .............................. ;. lsEoiMENT stoRAGE 18.5dl ....................... /\_ .. I "-EX . 18" PVC SS IE 19,3±j ,--·-·---~ ----·---,. I"- OJ N 0 w 12" INLET PIPE IE 21.50 N CfJ (J) lf) OJ co N N 0 0 w cu 10 LF. t2" SD @ • 1.0% co n 0 I"-0 '-!:> N tj-~-I"-l!;-co ~---co CfJ co co ro co m· OJ ['.j " N N N N N 0 (_'.)· 0 0 0 0 0 w l.:i....· w i· w LL· w 0--, 24' 12" VENTILATION PIPE 4 .. PERF FOOTING SOLID LOCKING COVER DRAIN IE 24 ·00 ©· lf) t.n· CfJ I'-· en ~. lD m co ci OJ N N CC) N 0 (') l'.)· 0 i· w LL w W/ SDCO RING AND L ~~Wffi~M~~rnrn~moo~m•m@mm~m ~@m~mmg~m~wrnw~mm@@WM 12" INLET PIPE IE 21.50 12" BACK-SLOPED OUTLET PIPE IE 23.50 A ~ Iii " . ' ., " 3' ~--\- 3' 0.5% MIN ,. ... ' ·-· ·• .. .• A ~ . . ..... "~._,_.:.:.;._:_;~--"'~~.::..· .:.·-'·-·.::·,...;.,:.:;a.c."-'-"'-"'-·=;c~:, "'-·~·..;''-'.:.· .::··.:.·.:.''--'-"'-'~"--'-'-;,iLc.'-=4'-"~•-:- ~ """""""""""""""""""""""~···"····"""""""""""" 6" FOOTING DRAIN J LADDER OR RUNGS FROM CONNECTION ACCESS TO FLOOR CENTERED ON HINGED ACCESS OPENING 8 Plan View RIM 30.41± 24" ACCESS RISER W/ 24" SOLID LOCKING LID RIM 30.56± 'T· Y] ci Y] u· LL· J·l. ·. </.'. ·· .. /. >->~. /.'-,. ··>.\'>>1·"i --, M .. IN-;;.;/.<;··., '.~./)%·.>·,:-:,),-.. >.·):Y·,·)~ .. <.</~./ >.: / ,.)!<>'\.-·:,/.·\'.:.·/: ;0J; ;Y·~.>f-<;;;:·,.·:;.'/.-'>-.:. , 11 .. /_.'<"-·· ·:_\,.,/ . .-·V·-··-.. ,/,_ '.:,".,· -.'</,'<,_< ,:-,;--.: (_', .. -,, ''{.·\ '(--. ·(<,·.:' ,/' .,~,· >( . '....:_/-> :: :....-~·/:Z~·<•' '°,_:",.''-(· :: 12 BACK-SLOPED> ... )>·;/>" ,;,/\/· /.·./ "'· />/>V'·-S(<f,··')~.:,>/> ,,>,.//)Y--;;/,, :··· ~.\'· .. \:/:\y,.>>;-: .... / .>>" / ", · IPE ·,·J,•, . ' '•• ' • ' .. ' . . OUTLETP '(/.··,; .· ... • ..... :·.: ·.··.···.·'· IC 23.5() t;.' V 'j OESIGN W.S~C4.0Q 12" INLET PIPE IE 21.50 6' WQ STORAGE DEPTH _ SEDIMENT STORAGE 18.50 ___ J _______ _ 0.5% MIN 12" INLET PIPE IE 21.50 WET VAULT. 24.X6 X8 D . . , . . . 6' pTORAGE (864 CF) tj-0) co O· <D 0 cf) CC). ro 0 co o-i· N ~) N N 0 0 0 o· L1J LL w LL SECTION A-A SECTION 8-8 n .,-,. U) _[). co ol· N N 0 (')' w LL 88 LF 12" so: @ · 0.6% 25 . RIM 29.35 •. . .. ........... .. .. , .................. ,.................... . .. , ................................................... , ............................. , ............................... , ............................. , IE)'~:00 (1?0 N} o .... u .... T ..... ; ...... . 20 I"-0 co co ·"1· lf) G.Tl· lf) OJ OJ co cd N N N N 0 0 0 0 w w LL· w 4 r': L "low ~ (~tr INLET TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS '.'TT" ' ~,,:,,, j '.. .. .. ... . ... ;. ~ ... i co <D ,D OJ cd OJ N N (') 0 u_· w ····· r~· .. PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 41A en OJ OJ N 0 w /~j J :1'......_ 60" I.D. MANHOLE ' ,.':'"'-.. STRUCTURE "-...._ {72") O.D . FLOAT ABLES STORMFILTER CARTRIDGE !;BAFFLE co ~. OJ OJ. OJ m· N N (5 CJ· cu LL FLOW KIT_/ ... ·,.~., ..... : .. :\ \_ HOPE OUTLET RISER OUTLET SUMP SECTION A-A 15 N lf) cf} m I"-L[) ' tj- lf) n .~ m Q. (D I'-· tj-,J- Ol d m m 0 m o, oi CT) N n N '" ~) N N N N 0 0 0 0 ,_ ,, 0 0 0 ('] -w ,~ w w i· w l:.J._· w LL 10 STORM FILTER DESIGN NOTES ' STORM FILTER TREATMENTCAPAClTY !SA FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (4). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 4 CARTRIDGES. 060~ MANHOLE STORMFlL TER PEAK HYDRAULIC CAPACITY 18 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' SPECIFIC FLOW RATE m/sf) 2 gpm/ff' 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 FRAME AND COVER (DIAMETER VARIES) N.T.S. GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.3' 2 gpm/fP 1 gpmffP 15 7.5 2 gpm/ff 10 SITE SPECIFIC 1.8' DATA REQUIREMENTS STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) # OF CARTRIDGES REQUIRED CARTRIDGE FLOW RATE MEDIA TYPE (CSF, PERLITE, ZPG, GAG, PHS) PIPE DATA: I.E. MATERIAL INLET PIPE #1 24.50 HOPE INLET PIPE #2 . . OUTLET PIPE 22.2tl HOPE RIM ELEVATION ANTI-FLOTATION BALLAST I WIDTH I NIA NOTES/SPECIAL REQUIREMENTS: • PER ENGINEER OF RECORD 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 1 gpmlft2 5 S0#3 D.052 0.216 100 4 7.5 CSF DIAMETER 12" . 12" 29.30 I HEIGHT I NIA 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com 4. STORM FILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF O' -5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO . 6. FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm} DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROV!DE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE {LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. -;!! 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). .~ 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE - CLIENT: ATS. AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES . RENTON, WA 98055 . A R C H I 1 E C 1 SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE. WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com i\ j /\ snu~ I JRAL ENGINElRING CORP OR/\ TION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 phc 206.443.6212 fox: 206.443.4870 www.swensonsayfaget.com ?rofessional No. b~ue Descriptiun Dote PEl,1"11T Sci 5.08.1 ::i Fl~c ,\CC,SS JRIVEW/\Y 6.12.15 JUN 2 5 7015 Reviewed by: UP ~ P,ujed No: 06071-2015-01 co ::, U) DRAINAGE PROFILE AND I-DETAILS -~ OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE B INCH OUTLET STUB AT MOLDED ~ ~ IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. -:::::::: i Ctl~NTECH® 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. r'\,' Ciiyinul drawin·~ is 2l." x 36 ". Scale entiii~s accordingly if reduced ;:: ,r.1wrrnwa1erM•"°'I"""'~ 1..1... l SCALE: 1"=5' 2 ,,.;ai,l?J,rJ:J.!J~r.;,i;,,,CS/ ENGl~R~~n!~,~~T~?:s LLC NTS 3 w C 2 1 r STORM WATER WETVAULT FACILITY 3;~¥f~::~\i~,~~f~i·~;1',~i'.~",~tr1x;7 60 11 MANHOLE W / 4 l 811 STORMFILTER CARTRIDGES a_ . •L-----------------------------------------------------------------------------''-------------------------------------------------------------------------------' .l!J ~ ·:R ~ ,,;, r - FRAME AND VANED GRATE RECTANGULAR ADJUSTMENT SECTION Sl:ENOHf I ALTERNATIVE PRECAST BASE SECTION NOTES PIPE ALLOWANCES i j MAX1MUM 1· PIPE MATERIAL INSIDE DIAMETER ~"-'"_"o_e_c,_o_o"--+-~2,. I 1 PLAIN CONCRETE ~::______J :~~~;'1E.TALPiPE 15" I CPSSP* 1---~ (.STD. SPEC. 9.f)f,_20) I _'.'.__J ~WALLPVC " (STD. S,JEC. 'J-05.12(1]) I 15 PROFILE 'NALL PVC ! 1~., (STD. Sl'EG 9-05.12(2)) I '--------------~----------* CORRUGATED POL YE.rHYLENE STORM SEWER PIPE i. As acceptable alternatives to the r<,cbr;ir shown in the PRE CAST BASE SECTION, fibers (placed ar.:conJing to !he Standard Specifications), or wire mesh having a minimum ar!:la of 0. 12 &quare inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. 'Nire mesh shall not be placed in !h\<l knockouts. 2. The ki~o<:.:kout diamgter sl1all not be grn8ter ttwn 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maxirnum. Provide a 1.5" minimum gap between the knockm1t wall and the outside of the pipe_ After the pipe is ir:stalled, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert st1all be 5'. 4. The fr.:ime and grate must be im,talled wrth the flange down 5 The Precsst Base Section rnay have a rounded floor, and the walls may be slor)ed at a rate of 1 :24 or steeper. 6. Th€ opening shall be measured at the top of !he precast base section. 7. All pickup holes shall be grouted full aftertlle b8sin has been placed. 8. All grado rings and castings shall be se! in mortar 1n accordanf'..e with Standard Specification 9-04.3 NTS 1 COR STD PLAN 200.00 -CB TYPE 1 1·········~ :.!9_1W .... r I -------. ------1 I I I (.~ ' BOLT-OOWN H.OLE (TY. P.) /~_; j.1• -5/B"-11/<GSEE~ i DFfA·L&N01E2 j ' l ii ii ' TOP ,. , --L ,,,,,, - .7 a;,;_-=-~'' ' ----::: _-,, .. _ .. -_,_,_-_ ... -~:-·~~ .. \ rn2%L / _ __ ~ \, /" • .. __ DETAIL(~ RECESSED ALLEM . 1-IEA[! CAPS.CREW.-,. , •. , ... · ·. 5!B"·11NCx2"' -........, i !' ~-- GM:E .-., :-· \ -~- ~ ··· ... ~1 ~.':"".cl~. :. ~,~'>, · .. ~ f..'. 1· 'Z ·~,"-~~ ~: {m. SECTION BOLT-DOWN OETAIL SU NO"fE2 NOTES 1. This frame is designed to accommodate 20" x 24" grates or covers 2. PrQvide two holes in tile frame that are vertically aligned wit11 t he grate or cover slots. Tap each hole to accept a 5/8" -11 NC x 2" alien head cap screw. Location of bolt down tioles varies among different manufacturers. 3_ Refer to Stand.ird Specification 9-05.15(2) for additional requiremen1s. ISOMETRIC VIEW t 1------------------·-----· I " ···, I ui u! z, 1i !:'!i 2' ~! ,, 0 " ", ~---------------------------1 CATCH BASIN DIMENSIONS CA-ell , I . ',1AXIMCM I MiNl\1U!,1 BASE REINFORCING STEEL __ _ Bf'SIN \II.AL_ BAS-KNOCKOUJ OISrANCE m'/ll. IN EACH DIRECT ON A'''fER fHICKNESS,THICKNESS" SZE BEfWEEN 1--------. --_ 1 DI "-1 KNOCKOUTS SEP~f' rE BASE I INTEGRAL BASE 48" 4 I t>' 36' s· 023 : 015 54· .is I s· 4<'." ~· 019 r-~- 60· 5 ll' 48' s· ll.25 I 0.25 1 -+··················+-··-.. -.. -.. -+--·----------·-·-·-·-----------·-·-·-' ·-··-·---·--------·~ 72" fi" 6'' 60" 12" Q:)/j i 024 I -·---+---+---- 84" 6' 12'" 12' 12'' (139 i 0.2tl -······%. ··---r-·-8" -· ·1 -~-,.., . .----·-·-··-s4·-···-·· ·-·-· 12'" --·-·r--... 0,39 ' 0.29 NOTES 1. No sters are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate rnust be installed with thf.i flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After tho pipe is installed, fil! the gap wilh joint mortar in accordance-with Standard Specificatlon 9-04.3. PIPE ALLOWANCES I ' C;ATCH ;. PIPE MATERIAL WITf,l MA.XIMUt,1 !~S)DE D. IAMET~R- BASiN , ALL · :,QL D PROHLE D,>11STER l(;DNGREfF..! ~!ETAL . CPS.SF; WALL WAL'- i' '0 • i ' i :J) PVC@ PVC:'f! I 46' 24" i 30'' i 24'' 27" i• · ············-·-·-············1···-· -'.---·-··-··· ! 54• 3()'" I '.l6" I 30" 27" ~,-io--136-'"""""i·--~;;---3;;-;··--+-- 72'' T 42• ! &-1'' ) 42'' so· . 30" 36" 42" ,18" 1 e-4" 54• i 60' ! IA' 36·' I 46'' ' I 5. All grade rings, risers, and castings shall be set in mortar in accorcfonce with Standard Specification 9-04.3. I ,;11· 60" j 72' _,_,·~-'-'-· ~I --~~:, _J 0) Ccirrugs.md Poly0thylem, Storm $';1war Pipe {Std. Sooc. 9-05.20) (2_:, (Std. Speo. 9-DS."12(1)} . ·,\1 (Std. Spec. S 05.12(2)i NTS COR STD PLAN 201.00 -CB TYPE 2 2 I TOP NOTES 1. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt-down slots va,ies among different manuff:lcturers. :t. Refer to Standard Specification 9-05.·15(2) for additional requirements. "1 The thickness of the grate shall not exceed 1 5/8". 4. Unless otherwise specified, v1:1ned grates shall be used with standard frame in the travel way, gu':ter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled r;urbs. ISOMETRIC SLOT·-f.,EE DETAIL M<D NOTE1 (9mn:) RECESSED LEfTERING BOLT-DOWN SLOT DETAIL SEE NOTE 1 FRAME AND VANED GRATE / SEENOTE4 r~L.EAN SURFACE 1>..'-/'J BOTTOM AllEA PROVIDE UNIFORM cmffACf. THC: SURFAC!:AREA Of THE BASC: Sl:.CJl0.'! MUST BE GROUTED TO THE BOITOM ARC:/\ OF THE ADJ•JSTMENT SECTION. 12_1.'..c:.1'..sii'.i:SJ BASE SECTION NOH:S 1. THE COVl::R OR GRATlr..JG Of A C/\fCH BASIN SHALL NOT OE GIWU IED TO FINAL GRADE UNTIL THE F!NAL ELEVATION OF THE PAVEMENT, GUT rER, DITCH, OH 81CJ(:WALK IN WHICH IT !S TO BE !-'LACED HAS BEEN t:STABLISHED, AMO UMTIL PERMIS310t-J THEREAFTrn !S GIVEN BY Tl IE ENGINEER TO OROUT IN PL.ACE IN ACCORDANCC WITH APWA STANDi\RO SPF.ClflCATION Hl5.3. ;, SHIMS SHALL NOT SE USED TO GFf ffV\ME TO GR/o,D[. THE USE OF SIIIMS IS PROHIBITED. :l A CONTINUOUS LAYCR OF MORTAR ~HALL. OF. PLACCD BE !"WEEN AD,JlJSTMCNT HING:5 N.JD Dn1Cl<3 f'R!OR TO f-'U\CEMfNT. ,t. THE US[ or ~RICl<r; [S PERMITTED WHERE THE BRICl<S M~E STAGGERED TO CREATE A RUNNING BOND OR )1 BONO, 5. AUJUSTMENl SECTION UH ALL BE GHOUTED WATl.::ffrlGI n ro Tl-I[ OOH OM Af{[A OF THL AO.JU~lMEN f SECTION WITH Nor-.ml-lRINK U!10U'I" G. GFWUrlf'lG BETWl::EN ADJUSTMENT SEC-flON SHALL BC WAT£:R TIGHT. l. GrmuT IG TO BE NON-'.)! lf\lNI~ TYPE GfmUT MEE:T!MG Tl-![ R[[)U!REMCm.s OF ASTM 157 f"EFI APWA '.3 rANLl1\f{D SPL:Cl!-IC;\ nrn-.J V-2U.3 fllR MAXIMUM PERCENT DRY Gl-lftlf'-11\AGE. THE-. Mli\JIMUM COMPHCSSNE inRHIGT!-1 SHALi_ BE 4,000 PSI AT 101\Y Pm 1\P\NA 'JTANDArm ~.\f'l:CIFIC/\l ION 9-20.3 8 PICI< / I..IFT!NG HOLES AfU: TO BC GROUTED WATEH TIGI-IT. NTS 3 COR STD PLAN 202.00 -CB INSTALLATION ... --.---. ;-· .. ,c• [1'=1 LrnER"G //~~---....._ < / B0LTHOLCS-3i>LCS EQ!JALLYSPACF-D120' , O'-"'"~S 1,, ~ ) I APART or, 23 '1/16' (5U~mm) DIA B.C / , ,,5\P-.!'\•, -'R"1f'A' '-... I ,:f'v'·' ;iJ' 1, "' ,.__v ·J.1: ~ /ft • ~ . / ~ :,j' ',,,-, \ I ., ,; ', I -----...... \ ( RENTON' I 1 AHEAD OF THE CURVE / ' I ' ~ 0 / \ r::~Alf'J ~x ",...._, . , / "-(1i r (25mm) -...... _ _ O y DIA PICKHOLE .___ ---------· '\____ 1 1/4" [:';2mmj LETTERING PLAN VIEW e ::iw , ---'"--+--[221mm] m COVER SECTION VIEW 26 1i2" DIA [6?Jmm) 251/4'DIA 1 -(641mm] I ' 6mm) OIA I PR.;NEGA3KE"r 11116" -[27mm] ~1==~~~~~~···~1:----7 -I Li I \ ; [1"m,e[ LJ--------+-"'='"--___ ,!. S/8'' J I j 23 J;/3" DIA Cl OPEi\ [16mm] ,------{694mm] --- ! U5.l1G"D1A L.~-~--- [6"il4mm) :l41!8"01A IB6"fmm) FRAME SECTION VIEW NOTES COVER BOTTOM VIEW ,:J} BL 1" SOC (ALLEN !-£AO) 5/i\".\1X1.5S5 \ R\IBBf'R WASHER "" " EON BOLTING DETAIL 114' [Cm,m] -·-r f-·· 1 11·\6" 1 '", ~j _f ["mmj ',------····~······ '' ·' 1il:1' . '<:;···· , ('..:!mm]_J ~~ (RJr~:; ~/ \,. __ - GASKET GROOVE DETAIL ALL COVERS SHALL BE LOCKING LID f'Ef{ EASTJOf<DAN l~ON WORK.$ INC. Nu. J717C1 UR APr'HOYED EQJAL ii Jf CITY OF RENTON DRAINAOE NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVllY OCCURS, A PRECONSTRUCTION MEETING MUST BE HELD WITH THE CllY OF RENTON PLAN REVIEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CllY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CllY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILllY SECTION. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CllY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVllY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILllY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CllY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILllY SECTION. 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM 0-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CllY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 8 INCH ROCK / 40 70% PASSING; 2 4 INCH ROCK / 30 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 20% PASSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CllY PLAN REVIEWER OR SURFACE WATER UTILllY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CllY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CllY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILllY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CllY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING ANO MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFElY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, ANO ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFElY OF THE PUBLIC, AND TO PROTECT PROPERlY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . ARCHITECT SI WEAVER ARCHITECTS, INC. 1411 FOURTH AVENUE. SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reproduction & intellectual property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com / A STRUCTURAL ENGIN[CRING CORPORATION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional .\Ju. Issue l)escription lJute PERMIT SET 5.08.15 2 f I Rf. ACCFSS DRIVfWAY 6.12.15 nc(''(:!\/r"Q -----------;.,',_ \ ..... ,.,.J ... ,---. . -- JUl1 2 5 Z81§ _J C-,-:·-,1 t~1r ~-' ',\·:,;)M --------" 'il "-'" , .. _,., ,.. ., ~ -------------P-ll_"_N_N_iN-·G--, u-,--J-13-1-...._),~- r-Llrown by: JLC ~eviewed by: UP -. ~ ProJcct No, 06071 2015-D1 co :::> Cf) DRAINAGE NOTES AND 1---DETAILS -~ Odgic,ol drnwic, is 24" , 36". Scale ec,t\ties mmdic,yly if cedaccd ,;,, ~ ·~ NTS5 NTS6 NTS7 NTsaw i COR STD PLAN 204.00 -RECTANGULAR FRAME COR STD PLAN 204.40 -RECTANGULAR GRATE COR STD PLAN 204.50 -ROUND FRAME AND COVER CITY OF RENTON DRAINAGE NOTES a_ C2.2 "L...----------------------------------------"'-----------------------------------------...... ----------------------------------------...l.-----------------------------------------' .,, ~ '.}j ~ ~ '-~ I: .,, ~ -~ "' 1i. i "' 72" FLAT SLAB TOP /:~r:1· ... >':h..-'4 BARS@6' SPACING I c-t . •l".f) ''p·· ·!·1·-· ·~; .) i I.,') \ ___ ..__.d !,',, ,j l:~x..--( :)/ 20'' X 24'' (If{ -«1r: V 24" ow,1. HOLE -----~ -·!t·-2" \Ti'P) -'--:;::i--T:·;··;:j l «:·· · -u~r 1'',\!IN 2112• WM 48", 54", or 60" FLAT SLAB TOP RECiANGULAR ADJUSTMENT SECTION 1.0 As an acceptable altem,;1llve to rebar, wire mesh having a minimum area of 0.12 square inches per foot mo:w be used for adjustment sections. .-----!- ' ! i j)''' ' -' i ! cnt! PREFABRICATED LADDER TYPICAL ORIENTATION FOR ACCESS AND STEPS ECCEN1'RIC CONE SECTION STEP CIRCULAR ADJUSTMENT SECTION NTS COR STD PLAN 204.60 -MISCELLANEOUS DRAINAGE DETAILS 1 FINISHED GRADE 12"¢ D.I. PIPE FIBER JOINT FILLER COMPACTED SUBGRADE DIA PER PLAN 17' 17' --~ SEE PLAN FOR DIA 2' SQUARE FLOW IF CLEANOUT IS IN CONCRETE PAVED SURFACE, PROVIDE THICKENED EDGE & POUR CONCRETE MONOLITHIC ,, ' CAST IRON COVER AND RING MARKED "FDCO" FOR FOOTING DRAINS "SDCO" FOR STORM LINES "ssco" FOR SANITARY SEWER REMOVABLE CAP NTS CLEAN-OUT TO GRADE 2 FLOOR AND CAPILLARY BREAK PER STRUCTURAL DRAWINGS / ' ' ' ' ' -~>0~~~'0 • ' ) ,/~~ Y// ' , ' ' ' . "' ' ' ' ,. ' i, ~ ' ' ' BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN , SLOPE TO DRAIN AWAY FROM BUILDING PROPOSED GRADE PER PLAN VARIES FILL AS REQ WASHED ROCK SHALL BE PLACED TO BOTIOM OF FOOTING FOOTING DRAIN PLACED LEVEL OR WITH POSITIVE SLOPE TO OUTLET 3 NTS FOOTING DRAIN NTS NOT USED 4 CLIENT: ATS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHATTUCK AVENUES. RENTON, WA 98055 . A R C H I T E C T SI WEAVER ARCHITECTS. INC. 1411 FOURTH AVENUE, SUITE 810 SEATTLE, WASHINGTON 98101 P. 206.262.9622 F. 206.262.9507 All reprodudion & intellectuol property rights reserved c 2014 LPD 911 Western Ave Suite 420 Seattle, WA 98104 p. 206.725.1211 f. 206.973.5344 engineering pile www.lpdengineering.com •/ ; -·; ·.-- A S rR CTU'l/lL F~Gl,~EERING CORPOR.~TION 2124 Third Avenue -Suite 100 -Seattle, WA 98121 ph: 206.443.6212 fax: 206.443.4870 www.swensonsayfaget.com Professional No. Issue Description P[RMI 1· Sr:T 2 Fl'E ACCESS DRIVEWAY Cute 5.08.15 6.12.10 rJFC:F!VED ~~~~~~~~~--H-lfll-'~15 _J ______________ c_~~·.,r"'y"1~"'S~,~;;~:.'.~;~;~N <C---~ 1-----------1-Drown by: JLC '\eviewed by: UP ca ::> No: 06071-2015-01 Cf) DRAINAGE DETAILS I-- ·§ • NOT USED 5 NOT USED 6 NOT USED 7 NTS 8 w i NOT USED a_ C2.3 "'L---------------------------------....L..------------------------------------L----------------------------------..l..---------------------------------.....1 \ \ I ' \ . . ', ' I \ \ i ' I \ \ ' ·, \ \ . if) w ~ Q I :::> . ~I :c • if) / I r al I I C \ I B / I I \ \ \ "--(E) NJJA ~RIVEWAY I /./- 1 r/ \ 0 705 \ D /~ I ___ _ _LPROPERTY LI NE TYP. ---------~ PROPERTY LINE TYP . J K 676 00 67 C C I EXISTING 674 PARKING TO REMAIN C -EXISTING STORM •. / DRAINAGE 677 679 678 PARCEL 784J 300201 /----- / '? 'ti,{ ' BUILDING MAIN ENTRY TO REMAIN_y EXISTING I _,..------PARKING TO D, , ~89 EXISTING 690 681 682 683 685 . (I) . w 1 ?i: I f-- ~ I S: I f-- I s: __ _J 686 687 L PARCEL 7840800235 ~ Legend 0 = Tree not on survey X = Tree is dead 0 = Ornamental Hedge CLIENT: A TS AUTOMATION OLD MILWAUKEE SUBSTATION 450 SHAT TUC K AV ENUE S. RE NTON , WA 98055 W EAV E R ARC HI TEC TS, I N C. 141 1 FO U RTH A V ENUE . SU IT E 8 1 0 SEATTLE, WA S HINGTON 98 101 P. 206 .262 .9 622 F. 206.2 62.9507 All rep roducti on & int ell ectu al pr operty rights res erved c 2014 LPD 911 Western Ave Su ite 420 Seattle, WA 9810 4 p. 206.725.1211 f. 206.973.5344 engineering pllc www .lpd en gi neeri ng.com [l§]-1 ____.-JV 6 9 7 REMAIN Area of survey inaccurate r----P.S.E I EAS_EM~ENT-=:::.=-------tf)~~ J Q;i".1 1 EXISTING PARKING TO REMAIN C 698 691 692 703 702 EXISTING PARKING PARKING STALL COUNT EXISTING PARKING : 704 STALL COUNT I 66 STALLS ON SITE t 21 STALLS ON LEASED LOT NJJACENT = 87 TOTAL ( 44 STANDARD. 19 COMPACT, 3 ACCESSIBLE) 8 STALLS TO BE REMOVED GENERAL NOTES 1. REFER TO ARCHITECTURAL SPECIFlCATIONS FOR CONSTRUCTION REQUIREMENTS. 2. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING EXTENT AND LOCATI ON OF EXISTING ELEMENTS PRIOR TO COMMENCEM ENT OF WORK. 3. CONTRACTOR TO COORDINATE REQ UIRED DEMOLITION OF EXI STING . ELEMENTS FOR NEW CO NSTRUCTION WITH ARCHITECT AND OWNER 5 DAYS PRIOR TO SCHEDULED DEMOLITION. 4. CONTRACTOR TO REVIEW CONSTRUCTION DOCUMENTS, CIVIL DOCUMENTS , AND SURVEY FOR FULL EXTENT OF ITEMS TO BE REMOVED FROM SITE. NOT ALL ITEMS ARE SHOWN ON TH IS SHEET. 5. VERIFY ALL EXISTING FLOOR LEVEL ELEVATIONS . NEW CON STRUCTION FINISH FLOOR ELEVATIONS TO MATCH EXISTING. SW[NSON S ~AG t ~ .:c., STRU CTURAL ENG !i\EERit·~G CORPO ?ATI J N 2124 lh ird Avenue -Su i t e 100 -~ :-=;ea tt le , WA ·38 121 ph : 206 .443 .6 2 12 fax : 20G. 4 4-'3.4870 w,~w , :.wenson say fo get.co m hofes:,icna l sea l '\0 c,su e Descripti c r Do ~e DESIGN DEVELOPMENT 03 .06 .15 PERMIT SET 05 .08 .15 KEYED SHEET NOTES z 1-.:....:=--:....=.=---=-.:__::=-=---------------+---.-~---,----,-~-----r~=-::---1 ---------- TREE INVENTORY EXISTING ANTIQUE IRON FENCE & LANDSCAPING TO RE~IN EXISTING RECYC_UNG AND REFUSE AREA TO REMAIN. EXISTING FlRE HYDRANT TO RE~IN. REMOVE EXI STI NG SIDEWAI.K AND DRIVEWAY FOR NEW SIDEWALK AND DRIVEWAY WHERE OC CURS . I REMOVE EXISTING STRUCTURE, SLAB, FOOTINGS AND FOUNDATIONS AND ALL APPURTENANCES. SEE SITE PLAN S, CI VI L DOCUMENTS AND SURVEY FOR ADDmONAL INFOR~TION . NOT ALL ITEMS TO BE REMOVED SHOWN REMOVE EXISTING SIGNIFICANT TREE. I REMOVE EXISTING CONCRETE FENCE AND SAVE, STORE Jo PROTECT FOR REUSE PER SITE PLAN. REMOVE EXISTING IRON FENCE AND SAVE, STORE AND P~OTECT FOR REUSE PER SITE PLAN . ' EXISTING TRANSFORMER AND PAD TO BE REPLACED BY PUGET SOUND ENERGY. ADJACENT LOT LEASED FOR PARKING CONTAINS 21 ADDITIONAL PARKING STALLS rn [_oj] [@ [NJ [@ [Q§] I]§] @] []ill [@ IJQ] OJ] OIJ [ill [ill IBJ [I[] [ill TREE 1YPE CALIPER @ CHEST HEIGHT DECIDUOUS TREE 30" DECIDUOUS TREE 35" DECIDUOUS TR EE 8" DECIDUOUS TREE 26 " DECIDUO US TREE 30" DECIDUO US TREE 22" DOUGLAS FIR 34" DECIDUOUS TREE g" DECIDUOUS TREE 14 " DECIDUOUS TREE g" DECIDUOUS TREE 8" DECIDUOUS TREE 8" DECIDUOUS TREE 24" DECIDUOUS TREE g" DECIDUOUS TREE 17" DECIDUOUS TREE 16 " DECIDUOUS TREE 8" rn TREE 1YPE CALIPER @ CHEST HEIGHT Im DECIDUOUS TREE 18" [ill DECIDUOUS TREE 6" [gQ] DECIDUOUS TREE 10" [ill DECIDUOUS TREE g" cm DECIDUOUS TREE 30" cm DECIDUOUS TREE 8" [ill DECIDUOUS TREE 1 o" cm DECIDUOUS TREE 12" ill] DECIDUOUS TREE g" (ll] DECIDUOUS TREE 10" [Z§] DECIDUOUS TREE 6" [m DECIDUOU S TREE 14 " QQJ DECIDUOUS TREE 16" []] DECIDUOU S TREE 8" cm DECIDUOUS TREE 16" cm DECIDUOUS TREE 16" cm CEDAR 28 " 0 -~---~ () ~~- ::, 0::::---------- ~ Dco wn by PG Rev iewe rl by • HW z f'·u Je d r·Jo # 14 -09 7-00 o--------0 EXISTING SITE PLAN & 0:::: TREE INVENTORY PLAN 0 u.. ~ Cr igi ,1-.1! drcw·rg ·s 24" x 36 " Scolr: crCih:s oc:::ordi,1g y if reCLce d 0 z A.00.01