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HomeMy WebLinkAboutzR-4185SetK LM%RU SUPENCEHU1 R (O�V�MLSOEEL2S�fn�lg�pTSV�NJ�Op�S(�l`V' I�11p1�WpI1VI1��9�Yo2UU�/l/�E U(RD. 2 M�� �Lf� NOT �p C IT U OF REN Il ONg COUNTY OF WMR, S Il L= E OF 1NU",1SWDI1 O Il ON COH87RUC Y CH occu NITS CONTACTS P I 1; iii WALMART 702 SW 81 ST. BENTONMILE, AR 72716 PHONE: (BIN) 925-6278 7.S 2ii, GALLOWAY & COMPANY, INC. 6162 S. ALLOW OI SUITE 320 GREENWOOD MLLAGE, COLOVADO 80111 IDOL (.1N) 770-B9B4 RUBE (303) 7GI -353B AM BAIDM ALLEY, PE EMAIL 6radaWle/WBMbv9Wxmn P23 ARCHITECTURE AND ENGINEERING SUCH AJAX AVENUE, SUITE 100 ROGERS ARKANSAS 72758 ATM. PIINANG D COFEL II. SENIOR MANAGER DIB. (479) 877-1224 MAIN: (479) 636-3545 FAX (479) 878-3728 EMAIL RICIMCOTELWP132AE.COL AGENCY CONTACTS i .A L L Id a 11 k I (2itl CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 18057 PHONE: (425) 430-7219 ATM. ALEX MORGANROTH, AICP, SENIOR PLANNER EMAIL AMORGANRONORENTONWACOV o.,r,L cu!•, 1V.l Li.l CITY OF RENTON 1055 S. GRADY WAY RENTON, WA 91 PHONE: (206) 402-M26 ATM: SCOTR WARICK, ENGINEERING SERGALSI III EMALL SWAROCK®VENTONWAGOV 76. 4l z1..?AI RENTON REGIONAL FIRE AUTHOPoIY 1055 S. GRARY WAY 7 RCCR PHONE (425) 43D-7000 GRAPHIC SCALE fro G 6D 100 COG 400 (IN FEET) I wh=100t SHEETINDEX SHEET NO. DESCRIPTION CO COVER Cl NEIGHBORHOOD MAP C2 OVERALL SITE PLAN C2.1 DEMOLITION & SITE PLAN C2.2 HORIZONTAL CONTROL PLAN C3 DIRECTIONAL SIGNAGE PLAN C4 SITE DETAILS (SHEET 1) CN.1 SITE DETAILS (SHEET 2) C4.2 SITE DETIALS (SHEET 3) C5 GRADING PLAN C6 UTILITY PLAN C6.1 WATER PLAN & PROFILE 06.2 UTILITY NOTES C7 EROSION AND SEDIMENT CONTROL PLAN C7.1 EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS Li LANDSCAPE PLAN L2 LANDSCAPE PLAN NO, I REVISION I BY I DATE I APPR E: CONDITIONS OF APPROVAL ME WALMART GOP SIZE RAN RENEW AND EN ARONMENTN RENEW, PILE NO. LUA21- MILAN EN S-A, AS DEPICTED IN EXHIBIT 2, IS APPROVED SUBJECT TO ME FOLLOWING CONDITIONS L THE APPMONT SHALL COMPLY WIN THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED MARCH 29, 2021. • THE APPMONT SHALL SUBMIT A GEOTECHNICAL REPORT PREPARED BY A PROFESSIONAL CEOTECHNICAL ENGINEER AT ME TIME OF FORMAL BUILDING PERMIT APPLCATION. • THE APPMCANT5 GEOTECHNICAL ENGINEER SHALL RENEW ME PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WM THE GEOTECHNICAL REPORT( S). ME aOIECT ICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/ SHE HAS REVIEWED ME CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIRCATIONS MEET THE INTENT OF THE REPORT( SE B ANY NATA AMERICAN GRAVE( S) OR ARCHAEOLOGICAL/ CULRRAL RESOURCES INDIAN ARTIFACTS( ARE FOUND ALL CCNSIRUCTCN ACTINTY SHALL STOP IN ACCORDANCE WM NOW 2753060 AND 27,0020. AND ME OWNER/ DEVELOPER SHALL IMMEDIATELY NOTIFY THE CURRENT PLANNING PROJECT MANAGER, CONCERNED TRIBES'CULMRAL COMMITTEES, AND ME WASHINGTON STALE DEPARTMENT OL ARCHEOLOGY AND HISTORIC PRESERVATION. 2. ME APPLICANT SWUL SUBMIT A LANDSCAPING PLAN WTH THE CAL CONSTRUCTION PERMIT APPLCARON THAT DEMONSTRATES SITE-WDE NIL COMPLIANCE WITH THE INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS. ALTERNATIVELY, ME APPLICANT MAY DEMONSTRATE ON ME LANDSCAPING PLAN THAT ME PROJECT WORLD NOT INCREASE THE NON-CONFORNITY O ME PARKING LOT WM RESPECT TO ME INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS, ME LANDSCAPING PLAN SHALL PE REVEWED AND APPROVED BY ME CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSIIANCE. 3. ME APPLICANT SHALL SUBMIT A LANDSCAPING PLAN WTH THE GIRL CONSTRUCTION PERMIT APPLCARON THAT PRONDES ANDSCAPNG N ALL NEW ISLANDS THAT IS CONSISTENT WM ME INTERIOR PASSING LOT LANDSCAPING REQUIREMENTS IN RED 4-SAMPLE. ME LANDSCAPING PLAN SHALL PE REVEWED AND APPROVED BY ME CURRENT PUNNING PROTECT MANAGER PRIOR TO PERMIT ISSIIANCE. 4. ME APPLICANT SHALL INCORPORATE A DECIRATVE LANDSCAPE ELEMENT AT ME BASE O EACH PICK-UP PARNNG SPACE IDENTIFICATION SIGN, OR AN ALTERNATIVE DECORATIVE MATERIAL AS APPROVED BY STAFF WITH THE SICK PERMIT APPLICATION. THE DESIGN SHALL BE REWYM AND APPROVED BY ME CURRENT PLANNING PROJECT MANAGER AT ME TIME OF SIGN PERMIT APPLCATION RENEW 5. ME APPLICANT SHALL ME APPLICANT INCORPORATE AT LEAST PALL PEDESTRIAN- SCALE LIARI nXTURES TO REPLACE ME EXISTING TWO nXNRES PROPOSED FOR REMOVAL WM ME BUILDING PERMIT APPLICATOR. ME TIGHT RI SHALL BE REMENED AND APPROVED BY ME CURRENT PUNNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. GENERAL PROJECT DESCRIPTION EXISTING WALMART SUPERCENTER & ASSOCIATED INFRASTRUCTURE TO BE MODIFIED FOR PROPOSED BUILDING EXPANSION AT NORTHWEST BUILDING COINER OF EMSTNG BUILDING. PROPOSED PROJECT WILL EXPAND BUILDING SQUARE FOOTAGE BY 4R9 SQ, FT EAISTNG ISLANDS WILL BE DEMOLISHED IN VONITY W EXPANSION AID MIM INNS MADE TO SURROUNDING PARKING LOT INFRASTRUCTURE. WATERUNE AND STORM LINE WELL BE MADE WHIR THE AREA P1NIINNAL OR DURING WILL BE PROMISED AND SOUPING MODIFICATIONS MADE TO NEARBY PARKING AREAS. LEGAL DESCRIPTION LOT I Ott OF RENTON HOT LANE ADJUSTMENT NO LUA 15-000237 RONNELL E MILY LLC LOT LINE ADDSMENT) RECORDING NO 20151006900005 (BEING A PORTION O NE 1/4 NW 1/4 STY 19-2}05) GENERAL CONSTRUCTION NOTES 1, FENCES, WALLS, SIGNS, AND ACCESSORY STRUCTURES ARE SUBJECT TO SEPARATE RENEW AND PERMITS BY GENERAL CONTRACTOR (G.C). 2. ANGLES NOT SHOWN ARE EITHER 90 DEGREES OR A SUPPLEMENT O THE ARGUE INDICATED. 3. PARKING SPACES FOR PERSONS WITH DISABILTES WILL BE CLEARLY DEUNEATEO WM UPRIGHT SIGNS. 4. APPROVAL FOR MIS PLAN DOES NOT CONSTNTE OR IMPLY COMPLIANCE WTH SEA REQUIREMENTS. 5. SITU SHALL BE LANDSCAPED PRIOR M ISSUANCE OF A FINAL DEPRECATE OF OCCUPANCY (CO) DURING THE GROWING SEASON OF ARNE 1ST TO OCTOBER IST, AT ALL OTHER TIMES THE UP SHALL BE LANDSCAPED WTHN 45 (FORTY-FIVE) DAM O ME START O ME FOLLOWING GROWING SEASON. 6, ALL LANDSCAPE AREAS SHALL BE IRRIGATED WM UNDERGROUND AUTOMATIC IRRIGATION SYSIEIR. TREES SHRUBS, AND DECORATIVE GRASSES WLL BE IRRIGATED BY A SEPARATE ZONE FROM SOD/GRASS: THIS INCLUDES TREES PLANED IN SOD/PUSS AREA THE IRWCATON SYSTEM SHALL HAVE A RAN SENSO4 SHUTOFF INSTALLED WATERUTILITY :D: R-418501 IFitzJames 09/27/2021 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 REGIONAL FIRE AUTHORITY APPROVED cthomm 08/30/2021 'A +`A SURFACE WATER UTILITY JFarah 08/30/2021 CURRENT PLANNING AMorganroth 08/31/21 O CITY OF WALMART#2516 RENTON WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS DATUM Planning/Building/Public Works Dept. COVER 00 T a 0 NW GOURMET MULTI -USE FOODS I OFFICE --I1------1- --- T-7 —� I I I I I I I I I I II I I I r-WREHOUSE WAREHOUSE I I I I I I I I I WAREHOUSE I I WAREHOUSE II I I I; _ I I I -� I AREH II I I II HORIZON DISTRIBUTORS usE II ' MULTI -USE (STATE I. OFFICE %TTERY , DISTRICT 403 SW 7TH STREET — ICOLUMBIA I JIMMYMAC'S II BANK ROADHOUSE II I _ _ POPEYES MARKET_ 11 LOUISIANA KITCHEN IPROJECT AREA ij E — — — 7 DUTCH BROS Ism..,°_I :•� IJ �� COFFEE I I DISTRIBUTORS � � RESTAURANT(( — 1 WALMART #2516 1 _ PARCEL ID: - REHOUSE 1923059048 t DISTRIBUTORS USE: RETAIL pI I z EM F WAREHOUSE I I MULTI -USE RETAIL ' KIA DEALERSHIP / I DEALERSHIP I � � ' KIA ' DEALERSHIP ' SWGRAOYWP DEALERSHIP L ' IGMC/BUICK,, 1L,.! " r FORD CH E ROLET� DEALERSHIP `I ' ' DEALERSHIP V A I 9DEALERSHIPI I I �. I I, PLCU RAN AZA RPTAIIillm N SUPER R SUPPLEMENTS / F— O' Imo?a L 00 �r J._.) / W � 1 ' / FORDDEA�ERSH\P l `� ' FORD DEP ERSN\� / / i I I I I LEGEND CA- COMMERCIAL ARTERIAL IM- INDUSTRIAL MEDIUM immomme me me immomme EXISTING PROPERTY LINE — — — — ADJACENT PROPERTY LINE PROPOSED PROJECT AREA NOTES 1. ALL PROPERTY LINES WERE APPROXIMATED FROM CITY OF RENTON GIS DATA. 2. ZONING INFORMATION OBTAINED FROM CITY OF RENTON ZONING INFORMATION. GRAPHIC SCALE 100 o w Iw wo 400 (IN FEET) IIMN=loon. R-418502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 TJK "01°`�g1JV% CITY OF WALMART #2516 D�/29/ s AS NOTED Jse WALMART SUPERCENTER PICKUP EXPANSION "®°°DD( .. RENTON •- PAL JSB CONSTRUCTION DOCUMENTS ,...m sING& CJ DnruM Plonning/Building/Public Works Dept. NEIGHBORHOOD MAP C NO. REVISION BY DATE APPR �BDA 2 0 . SW SEVEUSINGPW _` y NW 1 4 OF S 19 T 23 R 5 E /p A MIMI- - -- - aTCPIDECED - SITE LEGEND •�° (1AVdf NLL ACCESS ACCESS (NOT A PART) ' 1 M ® 6 WIDE FlRF lME SIPoPNG PANED INIERNAIONAL ARID W/'NO PANKING FIRE s ® EpS1MG UaR FOIE, FlINURE AND BASE SHALL fdMAM. CONIRACTat__ e *6040 - _ _ _ _LAW PAINTED A N 4' NO wpTE li"TTEMNG AT 25% FSPAMi ENE F ETRIC BASE 1RMIC YELLOW. IHfFR TO MEP PLANS FOR STE ��\ >, SCALING EIECTRWAL dRLVITRY. 8 ,;. I J V _ m e -„ A FJ1LQ ANFA S1RIFED AT SIH/4' AT 45' 0 7-0' O.C. ® WO Taw Slat. SEE SIZE PUN FOR LOCATION. 300 tf OYSL/4' SB LF OYSL/4 4NEW MONUMENT SIGN I r - © CONCRETE PEBES118M (ROSSWNI( WIN 4' YDE PANTED WR1E STRIPE PARNIEL TO c r I RESTAURANT , DRECION a THAFIO AT 2'-0- O.C. AID (1} 8' WE STRIPE PERPENDICULAR ON ® BASTING N GR TO BEIIOwD ND RIPLAOO WIN A NW WE AT flEVAl10Ns CK MI I _ TO REMAIN. 1 I.I BOTH DIPS UNLESS NOTED OTHERWSE. SEE SERE PUN FOR WON. WONN ON WANING PUN. 1 I _, ,..- BANK TO REMAIN. ^ I I Ili' - 'I © CART CRGf + W Q PRISOAAN WOSSNG SIGN TWAL AT PEDESTRIAN CROSSWALKS AS NOTED ON t 8FORCE ,.. ' 1 G o-n1 - NOT A PART 11 4 �,I l .I NOT A PART _ 1 FORCEEWINW W ATE Z RANI Q DEEP GRAN" MATERM& TRANSITIONS BENEATH SLABS FOR VESTIBULES ° .-_ _�_ b ..... + EASING OF PROJECT. EASING SPEED 0 " yW OF PROJECT , llJ OE EED' PATH ED W EON PAVEMENT TYPICAL Fax AND STOOPS REFERENCE A ECT/SOUCMR& PUNS wB BIOSWAIE 90%12' BATE AND PROPOSED BIOSWALE BUMP TO FEMAD{ 1 I: I.1, I I I � PALLET. SEE ARCH + CONCRETE RIPANT MALEFIC N - I_I I I I :. 1 -.w - O WNCTUTE SIDEWALK 0 ® MN W PAVEMENT MA NGS T PINS FW DETA ANO �1 :: K POPEYE'S ¢ 9 c'n < TRUCK �J[J ENCLOSURE DETAILS. _...'� : ( ^.... ON FORM. SEE MDIIlEC1UtA RANS FOR EXACT SIZE AND LOCATION Fat STOOPS u s t s 11,'T I I I I I TO REMAIN. W OW IBE O 35'N38' '$Ta' SIGN SHIP AND 1!r STOP BAR, SEE DECAL SLEET + ¢ MANEUVER r 1 _ SIM�S MD/a RAMPS MAT MAY BE REQUIRED. RAMP PAVEMENT FNWN WIN '�" I 19 0 �', �,�J, NOT A PART (� O a aa. LN2 saBE MAIL Q ASP ALT EA soar ro E%ENIS a PHASING ON WEErs R-La 2a 3a OF FW1BE RA b u 1 �"'I I OF PROJECT, OO C/ PIPE Bawm TYPICAL MISS NOTED OMERwi F� ® ASPHALT PAVEMENT PER DETAIL 1. SHEET C-B0. 2' ASPHALT SURFACE COURSE z JN B ¢ Z C 20.6TK10' ORGANICu T MEGATON FOR WOIDINAIOII W1HW1H DEW" PLAINS.NRK RAMS i0k ENACT SIZE ® NOSE DOWN CURB DUMPSW AREA. 1 1 .. 1 O AT MADE OVERHEAD CHAIR !LOCATION. ME �i 0 O F- SEE MER PLANS - Ai OOR 1 ® NAVEL ACCESS ROM • . 'S o- p _ 2 FOR SIAB AND 1 d t-- G,YWoI SALES o 0 R O 4' Wa • 13O LONG YELLOW PANTED (RUCK NWNMEM STRIPES �_ 10 ' ®'OWat EAT SEAL. SEE SHIE PLPN FOR LOCATION. F`. vJr}x`-trJri Z W ENCLOSURE 1�c \ p p �- DETAILS. \ - w `, II II i G�' l N 1 - v I 1 I R CONCRETE COIPACION PM MO IEAW Oltt PM (ORE11 NR TRUCK LOAONG). REFER TO AWIMCMRA PUN FOR EXACT !LOCATION AND SLOPE. ® WE KAPPER „�.O EDAfD (MSB} CONDUCTOR TO PROPOSED TWIN LE TRANSFORMER CO PAN AND MAN DETAILS. 21 �Q�J -� COORRNAIE WIN LAICAL POURER COMPANY fat OETAttS. L J V 1 1 ACCESSIBLE PARKING SPACE TYPICAL SEE OETAL SEEi FOR ACCESSIBLE P/JUOD SPARE SIS@ LEGEND VAN ACCESSIB-E SPACE) _ I Sal AND SYMBOL ('LAM' -INDICATES 1- I BUILDING ENPANSWN AREA _ 1 - NN- O STANDARD Wtt ASPHALT PAVEMENT N (15,892 SF) -� 5 R ACCEB$ E NO OIRB PIMP DETAIL _ a- _ _ III _ I HEAVY Oltt ASPHALT PAVEMENT c-a0 N W GARDEN p V , 1 -o_ 0 B WE PEDESTRIAN CROSSWALK EDGE UNES PANTED SWSL/8' WIN INSIDE SLING O u 1 � �1 WGIW 1 I - / O ® DU Wtt CONCRETE PAVEMEII x ,. / PANTED SN4l/6' AT 2-0' O.C. PERRFNOORM TO EDGE LLNE3 Ii I I � � � �1 ) HEAVY I 1 I 4 J01 SI' Y - a ® HEAVY OILY CONCRETE PAVEMENF a 2 .I 1 1 - I 1 NEW PEAMIEIER/// © CART CANAL 11PICAL-SE OETNL SLEET FOR CART WM7A METAL 111l1 ® E Ilii / 1 1� L� _ _ _ l -.- _ i I I I III 1 I T �LANDSCAPING r "`�M! CONCRETE SDEWAK PPA 10FOOIPRNTI 6 -I(D-n 1a N 15' STRIPED AREA PANTED SYS V Ai 4S 0 2'-0' OC. AT AE (RIPE USING UIEDING ❑ P 5( -✓( LOCATION. VIAABLE /OVEIrtAY 6 O 1 1 I 1 I 1 6 1 I Q CONCRETE REFER o-a2 O PAVEMENT PER ARCH. RARE BIKE RACKS. A SEE ARCH 1 WaInW� - T: I I I -'6 I 15y,q 1 9 CONCRETE CRIB AND WENT TYPICAL 4 CONCRETE CURB E INTER ♦ I PUNS. 1 1 l 1 5 I -, /4 b O e-ao '. _` _ 1 N / ��� 1 . `"� 'Y o- I GA� OT PANTED ORECRONA MOW TYPICAL PIPE BOUNO c 1 •STOP' SIGN. 18- Sia BAR, AND'SFa' PANTED ON PAVEMENT (TYP) x t x ® MEMBER a PMKMG STATES PER ROW, � F 'SLIDE' EXPANSION 1 `' YELLONSI"PING D 1 R SANAT. MATCH AND JON EASING PAVEMENT. N J43 RAINIER AVENUE SOUTH Y 2 6 I _ o- ' �Q �O O NON-WNI.IMT PARENT S1AlS a b I / { ARCWTECTURAL BOLARD, SEE ARCH PLANS NUMBER a ASSOCIATE PALMING v l.= M B 'l7 STALLS PER ROE STRIPE RNIR -' c SCORE /2516-<I55 v _ . LR-12B1� � -E SING - 29 ' 134= 3 C I�-- ITS IF DYSL/4' I� O FACTOR, SHE NEXIECIURA PUNS C aMM CO9MT STALL " PLAZA MEAL 1 //. 1.11. AROPON 892 ff SEE A AR � L MW TOTAL AREA: 150,214 SF PLANS � _ o- YO CONCRETE PAVEMENT WI ID MIT SPAONG. w7lal ____ NEW WAMMT PAWING AREA STRIPING �... �5 C "CC CCC CC CC EASING C C C C 0 C C C C C C I T C N `- �p.ir+ 1� STRIPE N EASING WAUNART �To c C-150E-W-NO WALMART SICK PPMMIG SDETWALK OJ 'TRUCK atlYt' SW SEE RAN FOR LOCATION MKNG STRIAE D FIFE .51 R 30 REMAIN -a I O MC WND I . PROPOSED- I I RIGHT IN/ Q REMOTE BURDEN CENTER UWIIES BCILARD, SEE UIUTY RM SHEET C-SQ OM UNK FENCE WTU GATE 0.a 1 ,: ,��NT " - - - 6 (TIRE GAS STATION RIGHT IT NEW UGHT POLE, BASE AND FIXTURES REFR TO SITE MING 1 - L MMSFO NER " 1 6 1 T'O REMAIN. ", / {' L4r PMANG�OiO 1, / - G _ _ : L_ . 1 - M RAN SHEET C-J 1 FOR UO{T POE LOCATION MO WBOWIAIiOI. Fp1 EDT UNE TO BE RE -SOWED - a ��aI 5 (� o-- f. CART I L" y I NOT A PART , ( REFER TO MEP Puxs FOR 91E utNING ELECDACAL OHanThW. AT TO MG N DI '1 OF PROJECT. H EASING- I I III i 1 1 1 E I f 1 c n _ F Y III 1 1 1 _ 1 i� ® W1o0at ® AEA I 1 SEE SHEET C-1.1 WIDE RAIL 1'� " "L IltIII-t 111 II ; FOR SITE PLAN NOTES 1 PINK Co- I I 6CAGE yM .L ARCH I � 14 f LIGHT LEGEND SITE DATA 93 TABLE13 I wDun mxw EPLANSNCLO Y0 DETAILS.BE R ^ p 1 $ m 8 EASING UGHT POE AND FIXTURES SHE MING a AREA = 9.9 M PAWING 618 STALLS //^ - . -:�a+r oom ❑ (1`� +I V , " V SITE UGHING PLAN FOR TYPES. b t PROPOSED TEASE MU = II.SJ M : ACCESSIBLE 25 STALLS �y 00181E I . • ••• .- EKED LE TACT CORRALS 10 IJOIT POE AND FlI(NTES. SEE LID USE aASSIFlCAPOI : MAIMED. WHERAL)AL RAW 4.6 / EARN G3 'Z' 1 SITEPROU ,:.... SITE G R.w mEs. a (A 2GIE = CA (CaIMERCIAL AR1FDAL) _ - � " ± . I PROPOSED BECptAOYE PEaSIPoAN dOONi INCLUDES ACCESSBIE SPACES AND saa- = u.. !,� . IN (INDUSTRIAL MEDIUM) ■ IC SPEeww- Y� UO(IING. SEE 91E LLWiNC RM FAR SPACES USED BY CANT CORRALS GREASE RETAIL TO REMAIN. TYPES IceM zu�acnal an a PINION, wa EASING N, "rD r<MA REMAIN, rEPNxr TRAFFIC YELLOW �YNri, PLANS NOT A PART != RIND ZONE a,ImFICA1WN = ZONE X PROPOSED AWSEE ANALYSIS i,1RE BUILDING DATA P'W� HUNKERS I92NS9018, 1923A590J2 HONDA DEALERSHIP ': BUM EASING OF PROJECT. �` PANMMG 6M STALLS J \ NOT A PART P EASING WILDING = 134,352 SF ACCESSIBLE 18 STALLS „ DPANSDN = 15,892 S PARKING DATA CART CORRALS 14 DOUBLE" - OF PROJECT r i '" ~ " �.<...... gc , ,o� ^ t wALMART TOTAL = ISO244 SF RAW 4.2 / 1000 USE 1 z sF MING BUILDING ioiu 618 'STALLS ACES AND m� LANDSCAPING DATA AM CART CO � EASING WALMART PARKING RAIN : 4b PER 1,000 7 u9E MIND 10 EASING CART CORRALS. I LANDSCAPING REOUIREMENTS = 35 7 PER STEAL ONCL NON LEASE AREAS, 730 STALLS) M a P xc an 000 o PnowBE Bw auL ENGINEERS CONSTRUCTION RECORD CERTIFICATION CORRALS Ang AREA REWIRED = 25,550 SF THIS PLAN HAS BEEN RENEWED FOR CONFORMANCE VATH THE DESIGN MiENL """ 9.5 WAGE 4a STALLS - \ ♦ AREA WORDED 2J,T65 SF THIS PLAN, AS MODIRED HEREIN, REPRESENTS THE RECORD CONDITIONS OF ENE ' GRAPHIC SCALE STANDARD 9.0 WEr = 156 STATES k _� M X 16' = 58 STALLS • ' \ NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PRONDED BY BUSH, TOED m PAINT STRIPE LEGEND COMPACTI AMIABLE IV 18 STALLS N N & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD I SWSL/4' SNaE WIRE SOW LINE / 4' WE EACH KI M ARE= 35 YEARS SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BALD Ui 1HE MEIHWOLOGY TOTAL. PARIONG=6345TN5 -' i SYI mLaW saD uxE / 44 WDE EACH DESCRIBED ABOVE, C S7RUCTION SHOWN IS CONSISTENT WE THE DESIGN (N eCrr 7 DOUBLE I A DYSL/4 Douac YFLDw mu0 uUE / O WD EACH INTENT APT AS LED, AND ACGIRATELY REPRESENTS THE EXISTING x ioc° ` B0 N' - e /4 SHOE WOEN YELLOW u1E / 4' WDE EACH RAID =LS PER 1,000 SF CART CO RAANG �V NA�� ' CON 0 TRACTOR AND SU YOUR FRONDED RECORD INFORMATION. FAY CANT CORRALS 14 cdN"LS (18 ST"LLS) s _ iL A%- Y �!+ ALL EASING PAWING TO REMAIN TO BE RESTRIRD WEN Know what's belOW. J P AN TION �pD ' ' ONE COAT. NEW PAWING AREAS AND OVERLAY AREAS TO Ott a RENTON PARKING RATIO MAX SO PER LOGO SF BE SMM WIN 2 COATS PER PIROUETTE SFEfWICAIKWS ASSOCIATE STALLS = 151 STALLS Call before you N A [ , , °e p � CITY OF RENTON �"•' m� NoIED '°'� '� """ CITY OF � W'A�1:1drt.�. s/M/14 o A�°`retl by Date- RENTON STORE #2516-05 EXPANSION �C-LO LEES Westlake Ai N. T ING)5229510 ^ao eR. 4e ' ssA0 "°"°"° My. DwL. ApprWvWA Oy. Ow! oATUM Rwt,ltmy/elDeloe/Fvelw w•nm Dept. - SITE PLAN R-41850E RECORD RAW PAOAID I-, w-I Suite 305 F (206) 5229344 AV gF•' WA 9B309 wna.PMwrwma b. Owte NO. REVISION BY DATE APIR m"EA • p AS BUILT � 17 m43 pe�ytXLXNN IN COMPLIANCE WITH CITY OF RENTON STANDARDS q"R DEVELOPMENT ENGINEERING O Scott Warlick 8/30/2021 O'WfONALO� GRAPHIC SCALE 08E2 12021 , � w 0 w w 120 240 NNOY3K NY AsawkOimyyt•11 WALMART #2516 07/29/2021 AS NOTED CITY OF �mSB VA WALMART SUPERCENTER PICKUP EXPANSION Nm0°°PAGE RENTON N- W.A PAGE asB CONSTRUCTION DOCUMENTS wtW.W s, (IN FEET) DATUM , inch =eoft. Ww ca Planning/Building/Public works Dept OVERALL SITE PLAN C2 NO. REVISION BY DATE APPR ARUM i 3 un17 ►�I SITE LEGEND ISO 00 T C) LLI I— I 15 16 In II . 19 n Il0 IT 19 IMP .L 55 d15 >I /+ 19 TYP. 18 nP ADIUSTTOGRADE 1P18 7( e 3At 911 f1 II 5N I PA' 11 I I LT �d I I I I I I I I I I : _zl In_��) 0 1B 5 f--- I 5 B 0 I L _—------f J e --y—i Tom_ W _T DEMOLITION PLAN ■ ■ FX/SJ/N� _ ■ 6T0�06 35 3B v� y ) _aaaa _____—-�_,�-35' I31 I } 9 24 II I — T I 21 21— I —s ---- PROPOSED BUILDING EXPANSION .a. ■ SITE PLAN DEMOLITION NOTES NOTE' SEE SHEET CB - UTILITY PLAN FOR THE UTILITY DEMOLITION PLAN AND THE UTILITY IMPROVEMENTS v 2] B 9 IC. II 1/3 / / Z ID TVP2l TYC 91 `N1 1 91 If V N Y W I R I a I M w I — F _ w 3s 38 TIFT a P- (D) 2 I______ d I mill 1, THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,REMOVAL, AND DISPOSAL(INA LOCATION APPROVEDBY ALL GOVERNINGAUTHORIIIES) EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, JIBLI➢ES, ETC., SUCH THAT THE ANY RISING UTILITIES IS THE CONTRACTOR'S RESPONSIBILRY AND SHALL BE DONE BEFORE HE COMMENCES ANV WORK IN THE VICINITY. IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE COMPACTORS FAILURE TO EXACTLY MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, LOCATE AND PRESERVE MY AND All UNDERGROUND UTILISES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES AIL EROSION CONTROL DEVICES ARE TO BE INSTALLED. SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINRY OF EXISTING 01LITISO OR STRUCTURES. NOR FOR TEMPORARY 2 THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS MOM THE SIZE AND DISPOSING THE DEBRIS IN A LAWFUL MAN NER. THE BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHCRR GRACE, MING OR RELOCATE A UTILITC THE U➢UTE COMPANY OR DEPARTMENT CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 3. THE CONTRACTOR SHI COORDINATE WITH RESPECTIVE ERILIFY COMPANIES PRIOR TO THE REMOVAL MI RELOCATION OF UTILNIEB.THE It THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALLTIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PUNS CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY SPECIFICATIONS, COPIES OF MY REWIRED CONSTRUCTION PERMITS. AND EROSION CONTROL PUNS AND INSPECTION REPORTS(SWPPN. COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE -UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS 12. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNERIENGINEER BEFORE COMMENCING RESPONSIBLE FOR PAYING ALL FOS ME CHARGES. WORK. NO FIELD CHANCES OR DEVIATIONS FROM DESIGN ARE TO BE WE WITHOUT PRIOR APPROVAL OF ME OWNER AND NOTIFICATION TO THE 4, THE LOCATIONS OF AIL EXISTING LRILRIES SHOWN ON THIS PENN HAVE BEEN DETERMINED MOM THE BEST INFORMATION AVAILABLE AND ME ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE UNLESS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRICATOTHESTART CONSTRUCTION OF THE AFFECTED TERM. OF MY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING 13. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST WHASTANDARDS FOR EXCAVATICN AND TRENCHING PROCEDURES. UTILITIES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL 5. AIL EXISTING SEWERS PIPING AND UPMTIES SHOWN ME NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT OSHA PERFORMANCE MERGE, MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND MY ANTICIPATED FEATURES. GIVE NOTICE TO 14. DO NOT INTERRUPT EXISTING LRILRIES SERVICING FACILITIES OCCUPIED AND USED BY ME OWNER OR OTHERS DURING OCCUPIED HOURS NI UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES ANO CAP All LINES BEFORE PROCEEDING WITH THE EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS WORK UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE MAYBE BE GROUTED IF UNDER BUILDING. SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. B. ELECTRICLL, TELEPHONE, CABLE,WATER, FIBER OPTIC CABLE MOOR GAS UNES NEEDING TO BE REMOVED OR RELOCATED SHyI BE 15. ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANY COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-0PPRONED BY THE ENGINEER AND OWNER THE MILDLY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE CONTRACTOR SHALL PAY CLOSE ATTENTION TO PRIOR TO STOCKPILING. EXISTING DITTIES WITHIN THE MY ROAD RIGHT OF WAY DURING CONSTRUCTION. 16. CUMULUS SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTACTOR SHAII T. CONTRACTOR MUST PROTECT THE PUBLIC AT All TIMES WITH PENDING, BARRICADES ,ENCLOSURES , ETC (AND OTHER A➢PROPRNTE BEST VERIFY QUANTEIES NECESSARY TO DEMO FACILITIES SHOWN. MANAGEMENT PRACTICES) AS APPROVED BY CITY AND COMER. SHOULD REMOVAL MGM RELOCATION ACTIVITIES DAMAGE EXISTING FACULTIES 17 ASBESTOSORHAZARDOUSMATERIAL IFFOUNDONSITE,$H BEREMOVEDBVAUCENSEDHAZARDOUSMATERIALC WUUOR.REFERENCE TO REMAIN, THE CONTRACTOR SHALL PROPSE NEW MATERIALID STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. MATERIALS DESIGNED TO BE RELOCATED ON THIS PUN. All OTHER CONSTRUCTION MATERIALS SHALL BE NEW DAMAGE TO ALL EXISTING CONDEICNS TO REMAIN WILL M REPLACED AT CONTRACTORS EXPENSE. 8. CONTRACTOR SHALL LIMIT SAWLUTB PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON MY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ES REMOVAL AND REPAJR B. IT IS ME CONTRACTORS RESPONSIBILTYTO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING Y OK THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL U ILTY COMPANIES PRIOR TO BEGINNING CONSTRUCTK%I. 10. ALLEXISTING UTILITIES SHOWN ME LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEERATTHE TIME THE DRAWINGS NO. I REVISION / / / / / / / / EXISTING BUILDING TO REMAIN ° EXISTING BONARD TO REMAIN —XX— EXISTING FE NCE TO REMAIN ■ EXISTING STORM INLET TO REMAIN E%UTING SIGN TO REMAIN :TEE EXISTING SITE LIGHTING TO REMAIN :LEE EXISTING SITE LIGHTING TO BE RELOCATED p EXISTNC STORM MARCH MANHOLE TO REMAIN E%IS HNG FIRE HYDRANT TO BE RELOCATED A PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING F01 PARKING STALL MODIFKATIONS. EXISTING ASPHALT TO BE REMOVED EMDscAPEMEA 0 + PROPOSE➢ PICK-UP SIGN PROPOSEOCURBANDMIFTER — — — — — — — PROPOSED SAWCUT LINE AND LIMITS OF REAP SITE PLAN SCHEDULE NOTES CAUTION - NOTICE TO CONTRACTOR I. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND RVEYALD SURFACE EVIDENCE D THE TIME OFSATE LOCATION TONE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IN THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know"aVsbelOW. PRIVATE, WHETHER SHOWN ON THE PLANS OR CON betas you dle. NOT, PRIOR TO CONSTRUCTION. REPORTANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. EXIST NG CONCRETE SIDEwAix TO REMAIN. EXISTING CONCRETE PAVEMENT TO REMAIN. EXISTING ASPHALT TO REMAIN. EAST NG CURB AND GUTTER TO REMAIN. EXISTING UGHT POLE TO REMAIN AND TO BE PROTECTED IN PEACE THROUGHOUT CONSTRUCTION. SHORING MAY BE REQUIRED DURING CONSTRUCTION. EXIST NG FIRE HYDRANT TO REMAI N AND TO BE PROTECTED IN PEACE THROUGHOUT CONSTRUCTION. EXIST I NG STORM MANHOLE TO REMAI N AND TO BE PROTECTED IN PUCE TH ROUGHOIR CONSTRUCTION, REMOVE EXISTING LANDSCAPING. EXIST NG LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PUCE THROUGHOUT CONSTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED WIDSCAPING. EXIST NO FIRE HYDRANT TO BE REMOVED AND SALVAGED TO CITY OF RENTON. (SEE EEILF Y PUN) E%ISTINGUGNTPCLETOBEREMOVEDMDRELOCATED. B4SEMBEREMOVEDANDLIGHTI'DIBUREAND POST TO BE SALVAGED FOR REUSE. EXISTING CONCRETE SIDEWALK TO BE REMOVED. BOTHASPHALTANDCONCRETE. EXIST I NG STORM SEW EA INLET TO REMAIN AND TO BE PROTECTED TH ROUGHOUT CONSTRUCTION, EXIST NG STOP SIGN TO REMAIN, EXIST NG PAVEMENT MARKINGS TO REMAIN. KEY MAP NOT TO SCALE PARKING INFORMATION "TOTAL PARKING PROVIDED TOTAL PARKING RATIO BUILDING SO. FT. SPACES SPACES APP(EMGTI0NG) 158 SF 837 SPACES (EXISTING) 5.5711,0005E OF BUILDING AREA (EXISTI APPROX. 154,705 BE 825 SPACES (PROPOSED) 5.331,000 BE OF BUILDING AREA (PROPOSED) PROPOSED PARKING INCLUDES 41 PICKUP STALLS ' EXISTING BUILDING SQUARE FOOTAGE FROM WNMARTS ELECTRONIC OWNERS MWUAL PICKUP PARKINGOOUMISFROMLS TOO TS ELECTRONICOWNER'S MANUAL ANDCUES NAi INLLU0DDITTR PICKU '^ NLCATEDPMKIN TONATS TOBEALDINEMIONSSH'N2'OC)INVICINITY OFCANOPI. ADOI110NAL PICKUP STALS INDICAIEDON PLW i0 MATCH TYPCAI DWErvS10NS SHOWN. SITE NOTES EXISTING PAVEMENT MNUINOS ttI BE REMOVED. GRAPHIC SCALE EXISTING PARKING STRIPING TO REMAIN. 30 0 15 30 SO 130 EAST NG PARKING STRIPING TO BE REMOVED. PROPOSED ASPHALT PAVEMENT (SEE SEE DETAILS). IN FEET) PROPOSED PICKUP STALL STRIPING(SEESRE DETAILS). 1India SOS . PROPOSED PICKUP STALL SIGNAGE MOUNTED ON WLURWBREAHAWAY POST AS SHOWN ON PUN RISE SITE DETAILS) PROPOSED CURB AND GUTTER (SEE SITE DETAILS). EXISTING LANDSCAPING TO BE REMOVED (SEEUTNnPI-M) PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS) PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PUNS) PROPOSED CONCRETE SIDEWALK, REFERENCE PUN FOR WIDTH. (SEE SITE DETAILS) PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE QUAILS) PROPOSED ASSOCNTE CROSSWALK. RISE SITE DETAILS) PROPOSED CONCRETE BOLLARD. (ME SITE DECALS) PROPOSED CONCRETE SAME. (SEE SITE DETAILS) PROPOSED PH 5B STOP HERE FOR PEDESTRIANS' SIGNAGE(SEE SITE DETAILS) PROPOSED RS1'00 NOT EWER SIGNAGE'.(SEE OR DETAILS) PROPOSED MUKE STOP SIGN. (SEE SITE DETAILS) NEW SIM WOWING AND BASE WITH BREAKAWAY POST PROPOSED PICKUP SIGNAGE MOUNTED TO WALL EAST NG STORM SEWER MANHOLE TO BE REMOVED 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL LIttJLOUNTY REGULATIONS AND CODES AND 0 S H A. STANDARDS. 2. CONTRACTOR SWUL MEER TO THE ARCHITECTURAL PEONS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIOEWPL(S, ME PORCHES, (RUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. S ALL CURBED RADII ME TO BE Z CA IP UNLESS OTHERWISE NOTED. d. ALL DIMENSIONS AND EACH ARE TO ME FACE OF CURB UNLESS OTHERWISE NOTED. 5 EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE A&WDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 8 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT US ME TO AIL UTILITIES STORM DRAINAGE SIGNS TRAFFIC SIGNLLSS POLES ETC. AS REM RED ALL WEEK SHOW BE IN ACCORDANCE WITH AND GOVERNING BY SREOUIREM MST ARIL PROJECT SEE WORKSPECIFICATIONSCA➢ONSPNO MALL BOUNDARY, TOPOGRAPH.ALLCOY AND LL BEREAD INFORMATTE DED IN TAENF SITE BWNOARV,TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROMASURVEY BHA LAND SURVEYOR. 6 THE SIT EWTHIS PROJECT SHALL MEETOR EXCEED THE SITE SPECIFIC SPECIFICATIONS'IONSa . R ALL EXISTING UnuCEs SHOWN WITHIN THE corvsTRucnoN LIMITS TO REMAIN TO BE PROlEC1FL IN PLACE. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION MESON SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMPB (STRAW WATTLES, SILT DIKE ON PAVEMENT ETC) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. NOTECONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATIOx.CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMBNTATION A THEIR COST. NOTE. CONTRACTOR MUST COORDINATE WORK WITH UTILEY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MINING, LABOR, REPAIRS, E➢;. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARENGWORK. NOTE CONTRACTOR RESPONSIBLE FOR ASBUILT DRAWINGS, TESTS. REMRTSMMRMY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CRY. UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. ASBUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. PERVIOUS AREAS TABLE RPNCIICN IN PFAVIOISMEAS PROPOSED PERVIOUS AREAS NEi FERJIWSPAFALP55 1151E0 BF 331 WSF 82150 BE R-41 8504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 TBK SAS NOTED 11 L1e9�1 WALMART #2516 11712B/21 CITY OF JSB WALMART SUPERCENTER PICKUP EXPANSION '°° DOOR 1Mb RENTON ^'- PACE JSB CONSTRUCTION DOCUMENTS ,., 7 aw D DATUM planning/Building/Public works Dept DEMOLITION & SITE PLAN 2,1 BY DATE APPR �' aDA 4 ■1 Z 0 U) Z Q IL x W IL Y U_ LL r cc ca L J Q HORIZONTAL CONTROL PLAN rx—x xx—xx—xx x—xx� S�x_XXX—X%—X V LVVLJ X%—XJ GF 6 9 10 II 12 09� 25 26 27 26 29 30 a BS' 191' --12--I m 1 9.6 Z £ 4 S 0 rrrrrI I I I fl 41 SI 91 Ll 91 If Z£ tt roc SL R ¢ R 19 20 91 22 23 24 36 37 38 39 40 41 DID a as p a { e 0 GRAPHIC SCALE 20 0 10 30 40 BC (IN FEET) nnm=EDn. JSB a mA PC J NO. REVISION MI DATE APPR Zm_. AS NOTED NOTE: QarvT TORSHLLLPROTECTU alUIINGSORVEYMONUMENTAnON.CGNTRACTGR SHALL HAVE UCENSED BIIRVEYOR RERACE MY DAMAGED OR DISNRBED MCNUM E W ATION A THEIRCOST NOTE: CONTRACTOR MUST COORDINATE WORK WRH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR All WIV ERIAS, LABOR. REPAIRS, ETC.TO COMPLETE WORK AND RESTORE AREA TO SOME STATE PRIM TO STARTING WCAK. NOTE: CONTRACTOR RESPONSIBLE FOR ASBUILT OMWII TESTS, REPORT$ANWORANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CRY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. ASBUILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. GENERKCOMRPCTORS SURVEYCA SHAL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRICK TO CONSTRUCTION STAK]NG. SURVIYOR MUST VERIFY ALL BENCHMARK, EMIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE ATTHE SAME HORIZONTAL AND VERTICAL LOCATTONSSHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIM TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER$TAKING OR CONSTRUCTION WORK. CITY OF Oav RENTON DATUM Planning/Building/Public Works Dept KEY MAP NOT TO SCALE SITE LEGEND EKISnNG BUILDING TO REMAIN RISIBNG BOLLARD TO REMN x x EXIS➢NG FENCE TO REMAN EXIS➢NG CURB B GUTTER TO REMAIN EUSIBNG SIGN TO REMAIN O-® RISnNGSBIEUGHTINGTOREMAIN oil) EXISTING SITE TOWNS TO BE RELOCATED 0 POSTING STORM SEWER MANHOLE TO REM YY s'f' EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED END HYDRANT i.: EXISTING IRRIWnON VALVE TO REMAIN EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT I� SEAL COAT TO REMOVE EXISTING STRIPING PARKINGSTALLBWDIFICATICNS. EXISTING ASPHALT TO BE REMOVED I� PROPOSED PICK UP SIGN PROPOSED CURB AND GUTTER CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY ALD IS TORE CONSIDEREVIDENCE D THE COMOF PANY SURVEYANFIELD ISTOBE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE fS CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know~sbelOW. PRIVATE, WHETHER SHOWN ON THE PLANS OR Cell baTom you dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. R-418505 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING O x Scott Warlick 8/30/2021 a Y U_ Il WALMART #2516 0 /29/2021 �BOOK WALMART SUPERCENTER PICKUP EXPANSION Q CONSTRUCTION DOCUMENTS ,w.�?ACE HORIZONTAL CONTROL PLAN CZ.Z J � 5 antV �j 00 0 1 Ln 00 T m ti I I I I I I I I I I I I PICKUP AREA M' Ism L 'i. SUPERCENTER #02516.249 ' r� 0 w SW 7TH STREET I I a�Lu Y J Q o. d~ ! I Z I� Lu �Pickup Q n w NO. T TJK mar.0 ., I CITY OF Am AS NOTED -T EB RENTON oME JSB DATUM '� CJ Plonning/Building/Public Works Dept. REVISION BY DATE APPR �BDA SIGNAGE & STRIPING SCHEDULE NOTES PROPOSED PICKUP PICKUP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICINP PICKUPSIGNAGE, LEFT. SEE DETAILSHEETC3. SITE SIGNAGE LEGEND - - - PROPERTY LINE PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. PROPOSED PICKUP AREA SITE SIGNAGE NOTES 1. THIS PLAIN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PANS PREPARED BY PACIANO. DATED hNN201L THIS PLAIN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDIT ONS MY VARY SIGNIFICANTLY FROM THISOUWTNG. 2. REFERENCE SITE DETAILS FOR SIGN LOCATION& VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. GRAPHIC SCALE 60 0 3) w 120 No (Iry FEET) 1 mI or R-418506 z T-418501 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING w Scott Warlick 8/30/2021 IL _U IL WALMART #2516 see 0 /29/2021 F- EE LLMART SUPERCENTER PICKUP EXPANSION "m°°BOOK Q CONSTRUCTION DOCUMENTS ..,.MADE 2 DIRECTIONAL SIGNAGE PLAN C3 '� 6 m17 >Q rn ����������������������00� LU ~ ������� 4������� g���� s���� 1 c� O � g �O LO oo FBI BIT M17171711 7 O O O O £N O �] 2 Stall Designation Signs B 18"x 18" 2255F n SIGNS FURNISHED BY WA -MART, ATTACHMENT aTO WALL OR BOLLARD BY G.C. o00 R Logo Signs (Large) • 36r x Pickup Hours sign size 38"Tie' ass -ass -sass Logo Signs (Small) Call In Sign Parking Stall Placard 18"x BY 100 SF 18°xIG 1.00SF R fr ® o0ap ° ace ap "PICKUP" SIGNAGE N.T.S. Directional Signs (Lek / Straight /Right) mm"x24^ a.DD SF NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE HER ARE TO BE INSTALLED ON A NOTES FOR SINGLE POST WILD SINGLE BUST WITH BOLLARD. BOLIAflD: 1. ALLSIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL AT CROSSWALKS HIGHWAY ADMINISTRATION'S " MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO . POSTIN ACCORDANCE WITH I� OR , MANUFACTURER'S .�� INSTRUCTIONS. AY, 2. GALVANIZED SQUARE TUBE POSTTUBES S'%2"IIBa POST TUBE SHALL MEET ASTM GALVANIZED A1011 GRADE 50. SQUARETUBE POST TUBE GALVANIZED AS PER ASTM M53 GRADE 90. —T 35W AT INTERSECTIONS NOTE'. SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE SIT SHEETING. GALVANIZED— SQUARETUBE NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE J'-0" SEE BREAK AWA TUBEP05 SUPREME OF CONCRETE SINGLE POST WITH BOLLARD NEVER LESS THAN 9' ATINTERSERIONS � 36" STOP SIGN DOUBLE POST WITH BREAKAWAY POSTS NEVER UPS THAN 9' (UNLESS STOP SIGN IS USED) NOTE: SIGNS SHALL HAVE DIAMOND (UNABLE, ASTM TYPEXILSHEEFNG. AT INTERSECTION( ATCROSSWALKS-) b OR SQUARE TUBE NOTE TFIEMINHEIGHTOr BID THE B070M OF THE LOWEST SIGN SHALL SEE BREAK AWAY TU OF CONCRETE NOTES FOR SINGLE POST WITH BREAK AWAY POST. 1. ALL SIGNS SHALL COMPLY WITH J.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WON MANUFACTURER'S INSTRUCTIONS. d. GALVANIZED SQUARE TUBE POST TUBES-PL MEET POST TUBE SHALLMEEDASTPE RASU GRABS RA POST TUBE GALVANIZED AS PERg51M A653 GRACE 9U. ANCHOR TUBE -2-1/0"x2 TVV FARM HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM BUSS GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM ABC DEEP WITH 3" MIN. O" MAX. EXPOSED ABOVE FINISH GRADE. NOTE'. THE MIN. HEIGHTOF THE W70M OF THE LOWER SIGN SHALL BE TO" End GR.5 5/16°GR.5 SERRATED FLANGED BOLT FLANGED NUT x O O E Gli SURFACE PLAN VIEW PARTIALELEVATON SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST NEV ERLESSTHAN 9LAYOUT PER STRIPING NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) DETAI MITE PUN (UNLESS STOP SIGN IS USED) 6-O -0 ?� v z� q 0 IS A, U NOSIG NS SHALL BF AS NO SIGNS SHALL BE NO SIGNS SHALL BE NO SIGNS SHALL BE _ LOCATED WITHIN >O LOEATEDWITHIN LOCATED WITHIN LO SHADEDAREAS 30"40P"SIGN SHAOEDAflEAS SHADED AREAS SHADED AREATHINS SHADED AREAS SHOWN IN DETAILS MOUNTED TO POST SHOWN IN DETAILS SHOWN IN DETAILS SHOWN IN DETAILS 'STOP' "STOP FOR PEDESTRIAN"SIGN WITH BREAK AWAY 'STOP'SIGN ONLY�ON ONLYONPOST " 30 °STOP ON POOL ALL SIGNS EQUAL TO MOUNTED POST 'STOP "SiO SIGN POST Sam BOLLARD WITH BOLLARD STOPFOR SIGN ON POST OR GREATER THAN 36 "IN TO POST WITH BREAK WITH BREAK 3MA ONPOSTWITH DOLLAR) ON POST 'STOP FOR DESTHIAN'SIGN LSIGN5PEDESTRIAN (qLL SIGNS GREAT ER AWAY POP WIDTH SHALL BE MOUNTED ON SHALL BE ON PO4 WRH BOLLARD FAST SHALLBE THAN361IN WIDTH STAFF POST WITH BOLLARD) ONPOST WITH ON POST MOUNTED ON POST WITH BOLLARD ON POST NPOS WITH INsrqufD Ory POST WITH INSTALLED ON eouARo BOLLARD CURBED ISLAND - SO° PAINTED ENDCAP-FLY CURBED ISLAND GET PAINTED ENDCAP-90° SIGN LOCATIONS -SEEN PARKING SIGN LOCATIONS -EO°PARKING S-90- SIGN LOCATIONS-90°PARKING SIGN LOCATIONS -60°PARKING SIGN MOUNTING AND BASE HO S s.111112. ?N1) PMl COx TO MORGUIPMENT COSMIC ARM AT BURNHAM SALVADOR POLL • • CANNIENT AT EQUIPMENT rp wmCTED IN a POLESHAULGENUUm ORDAND CARAVANS TO FEE CARP wm I[RUND Nurs GROUNRFARY BASS PLACID N. STALLATION IN GUARANTY cm ADJACENT ED PAGES CLAIMANTS CONTINUOUS ue ru CLASSIC ANnm ORDERS YA ISHrn E IF C°TO Flw—� .cum rtn m anunas 6/6'. 12 C�PM�D GROUND KID 6wwT As REPORTER °. 6 Aix / nv XWAS WE AT OSWp WO IN epF DISTRIBUTE) MINTH °LTRL c SECTION "A -A" ¢rww)STAR ANK)�R PERCHICE S SOL AM PILOTS ""RNI i R a RURAL S`E PLARN RAN AU ` (n wlrs T,S' wa. FLATS vomp TMUV .wawa . °r LME . 6' TASK BFICS AT HELP AMID or m IN GRACE ADM m BEAR TE HUNGaNX DRE BLUE SPACE PLATE a a/x' SOL UHARDER a r xa DANGER wa°H - °-n•8' EAST 'CAMEONLY, AT. ia.u°x° ACES III GUY DIFF RELAXATION 1 LAST. ni nTER .IB o.�aMAX BRADY ON RUN �x%an ATOR mON`wNA °w61 BRAw9 P. a uwuxu Bw.m rre -tea aN p* LOAD ROSE SHASO ESTATE ALI IN �N� BOX TORWARCY1 FRONT BE US PRIFFEA LOCATION FROM J �T GAMBLE ISTECAL BULAXI JUNCLON INK SHOT THE FORMABORK DOWN BE RANDOM PART NUMBER DISCUSSES SECTION DIV COLORADO DIVIDED FI 2 MARTIN AR E _ _ HAx°HUE Rm COVER w CAN UUU6ETHUR TO OCCUR TO "A ABLE xARCHADMIND 0 E FRUPC PARS NE SAY FEW OJHR #w1® AREA TV UP LORNw wLOT P ua waxoCw Ni MET eHa°cnox Md ED L TO PLC n ncTERS MANOR BOLT F , qa � TYPICAL ANCHOR SPACING BOLT NOTES • IF WATER IS PRESENT IN HOUR, RENTAL ��E POURING CONCRETE • TOLERANCE EXCEAVATHN CHAT HE By 24 ACRES IN UNW�D UP PROPERLY COMPACHED FILL PER SPECIFICATIONS • TOLERANCE SHOT NAVY A MININUM A�OW�E END BELONG OF FDA Im' • TOLERANCE HAS BEEN MEMBER FOR A CRUARVE ART BASED ON A MINIMUM C�W VALUE OF IONY Can rw LANT PO L BASE FOLNINAPRONST Tor Att[CruL[PRECAME BAR CUP FAR. EFFORTS MCA OVERCHARGING UNI * CLEAN FOR IN PIPES ARTH MAX "ADDS °F CASTm-n°lA¢ aaOf RulSEixFORT PRICE ARM TYPICAL LIGHTING POLE BASE DETAIL m TYP -C a PAINTED TRAFFIC WHITE ASSOCIATE PATH DETAIL SETS MANHOLE, FOR TRAFFIC CLEAN -OUT DETAIL NOTES: 1, ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINIGTRATION'G -MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND A F SPECIFIED, MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS, LAYOUT PER STRIPING EG EO _ .+ DETAIUSOE PLAN LAYOUTPERSTRIPING - °EQ DETNIBRE PLAN p y' POST WITH SIGN($) �- NEVER LESS THAN B' (UNLESS STOP SIGN IS POSTWITHS ADD USED) PAINTED ENDCAP-90° CURBED ISLAND - EGA SIGN LOCATIONS - EST PARKING SIGN LOCATIONS - W'PARKING 4 , r GALVANIZED GALVANRED Ll SQUARE TUBE IJ SQUARE THIRD SLOPE TOP OF CONCRETE SEE REMOVABLE SQUARETUBE �' USE O'SOH, FILLED Ja' MOST STEEL PIPETEWIT W/CONCRETE WITH Q Q TDPTED TRAFFIC Q SLOPE TOP - PAINTED TRAFFIC OF CONCRETE YELLOW � HER N GROUNDSURFACE GROUNDSURFACE GROUND SURFACE ALONG I OIL Ii E, CON .$L P.C. CONCRETE BASE e e CON PRETE BASECO N DRIVEN DIRECTLY N ;SON INTO GROUND TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND DRIVEN DIRECTLY INTO GROUND IN PAVEMENT ASPHALT OR CONCRETE PAVING SEE GRADING PLAN 2Bc%FX69 CONCRETE COLLAR IN PAVED AAFAS CLEANOUTPLARI BELOW PAVING LONG SWEEP WE NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING& UTILITY PLANS B. DO' PROVIDE CLEANOLnS AS SPECIFIED BELOW: - GLEN Z-100 CLEAN GIFTS IN NONTRAFFIC AREABBSIDEWALKS - ZURN Z-149 CLEAN WTS IN ANDSCMED AREAS - ZURN Z-100 X0 CLEAN CUTS IN TRAFFIC AREAS WITH A"SERNCE STATION' TERMS MANHOLE, DEAN #10C Al2- DRIVER CORPIOPW DD.. NOTrosQaLE NOTE ADITTENSCOPETEMAT(OH XF ADJACENT PAVEMENT oVwEIPSEnXDbNGITA01rvnl MI /1/EWNp �u11 M . C CONEI ED NMME TFLAAOREST DAF KB CB FMAX CCG AORRGHIG COxrpC6 HALT KLnMlx.lwnlus yy,. annlu;.� uE Pnv1CCOnu FOR SUDGUAREANDOCAPARTION TYPE "A" CONCRETE CURB AND GUTTER El NITS RBA li/1)/Y R-418507 T-418509i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 iJK AS NOTED NI#'wn1#eTsl CITY OF WALMART#2516 D% Am JGB WALMART SUPERCENTER PICKUP EXPANSION ease RENTON CONSTRUCTION DOCUMENTS M. DATUM "R cJ Plonning/Building/Public Works Dept. SITE DETAILS (SHEET 1 NO. REVISION BY DATE APPR AF"81BDA •� ►� iM m L0 00 f LLBCLT NUT LOCATIONS T SLOPE TOP OF CONCRETE >7 AO� GROUND SURFACE LL 3000P.S.I. P.C. CONCRETE SASE I? FF n1 AY FRONTVIEW Dozbi9n EnAMBpe ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BLACK FACES PUBLIC STREET. ALIGNTOTOP. U-BOLT BOLT LOCATIONS PER STANDARD AS SPACER AS FOR LEVEL SIGN MOUNTING — USE 4" SCH. 40 STEEL PIPE FILLED AN CONCRETE AS TOP ROUNDED AND PAINTED TRAFFIC YELLOW "M SIGN HOSE CLAMP SLOPE TOP OF CONCRETE 3000 P.SI. P.C. CONCRETE BASE IN PAVEMENT MOVE OUTFIELDER FILLEDVOGEM WITHMOPROUNDED PUROLATOR RMSEDGREARE GOING NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES', LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WIN MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE POST TUBES -2-X2xJ 1298 POST TUBE GALVANIZED AS PER ASTM M53 GRADE 90. ANCHOR TUBE-2-1/4T2-1Nk118' 12ga HEAVY DUTY ANCHOR NBE SHALL MEET ASTM A6W GRADEB. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP ED GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12'. THE ANCHOR TUBE SHALL BE A MINIMUM 27" rQ DEEPWIIN3" MINA' MAX. EXPOSEDAHOVE FINISH n GRADE. 'W16-GR5 FLANGED BOLT .a SERRATED FLASHATED T O GROUND SURFACE SIDE VIEW PLAN VIEW PARTIAL ELEVATION 7 N"110WP 1, COVER[) BARNETT SHALL ME ARMED BUFFITTO WAL—MART LIGHT BASE DETAIL WIF ucmulxwn��euuuy wruam 0 DENNIS, I ME I IV AT OF BEDONGHER�TS� MARCH. WAT NI. AREA PAYABLE e CLIMB PURCHASE PRECHUST PATH MEN INOMMAuncaulnxn Hu ISNo UM 7 WE BOTTOM OF THE PARENT DUTCH BASIN MY M SLOPED TO FACLITATE CLEARING 3 THE RECTRUGGLALLAR FRAME AM GRAM WAKE I INSTALLED WITH HAS FLANGE DOM THE FEARS BUY IS CAST IWO THE ADJUSTMENT SECTION 4 KNOCKOUTS SHALL HAVE A WALL UNUMMONS Of 7 BETWEEN WE KNOCKOLT WALL AND THE OUTSIDE OF ME PIPE AFTER THE PIK IS INSTALLED FILE ME BASE MEN JOHNIT AFGHAN I" ACCORDANCE WITH STANDARD 5 All GRACE RINGS RISKS ME COATINGS BEFUL BE SIM 6 MEN CONNECTED TO A NEW PIPE WE A FLEXIBLE CONNECTOR (KORMHAVE. PAT MEN CzFWJKWllm PIPE ANAPPIER ON APPRENERED CHURCH MEN (COMPOSED OR AN EXISTING POPE ME A EMERGED REAND COLLASS OF LEE DIANE MATERIAL AS TEE MAXIMUM PIPE 7 AGREES SHALL. SE MIKE AND �ED PER MANUFACTURESTS MINISTERS TAKING UNTIL MAKE IS FLUOR WITH PAVEMENT M DETERMINED WITH A STRUNGREFT EDGE OF MEADOW 9 BUT MORTACH JOINTS SHALL BE TRAINED RUM AND RUBBER VISIBLE UPON COMPLETION MMNUM BIG 4, OF SEE IF MY UP BY UP IF ANY AT BE w ar, WE ir PAY IV PIPE �MM� PIPE "MI MEN! UMMUM INSIDE SUMMER BE SEE C, BOY SKY M. ME For AS WE BE 4:7 MY Ar AV AV W Ar ARE ANY Mw w BE WE AN, ar HER IW IT ME WE AM 4AM 0�m.Uo �w �e�m�pn (am SPEC BUNNE Wz3iDS WEAK EweclTlanonozns TOY ' ' P.O.CONE.PREXPROLL TSUREEDax EMADMID SUFFRAGE NEW (FAMPACTIMMUMMACEEPERWALEVM STANDARD DUTY ASPHALT PAVING PAVING DETAILS ETA PTICAVING Are OWHY 0 C MWIQ ®®v�®®pve pvvpvppppOppvp ppper �®p® ®Q®®�®pp®pppp0 vvpp ppppvp pppvvpppppv ppvvv v®vvvv®vv vvv pv ItOMETMC L� N. T eSttloXa 3[4TI0M• xortxRUM 1 BOLT DOM CAPABILITY IS SECURED ON ALL FRICAMED LIEU XTHE RRUM, I PAT WWI" NNW M RUM INTE PUBLIC WORKS ID DESIGN B NOTE PROVIDE VX EKSIDEANSIM JOINT x B PLAN VIEW inRisiuwioloonl *.j SEESTEPLAN ud•TIANEES REGARDED EXPRESSES JOINT SPACER@ 35 a.c. MAE o v AT. fu:r lo[w~. A AIL mP1 j SV Imo.EMBOSSMENTS Irreld vz•x 1GH mPl mPl� d'�rP� MEMBRANE WHEREHAD REWIxCATERER mTl �EINFOA¢MNT NEW SECTION A -A WAY MAX 09 ME ME MR) SECTION B-B FEACH IN WLdx Wldwwr AGREED. PICKUP CONCRETE SIDEWALKETA El uXNG ,unM A A SEE SITE PLAN FOR ITIME OF SAFE C- AHEAD)�� DIRECTIONAL PAVEMENT MARKINGS NOTE SECTION 02765 PAVEMENT AMONG RUST MET M�D AREA IN SOMME XOTEX' V�,o� axJ PF SUED a.MANUFACTURER B2 ALTERNATIVE SENTENCING Ea,m xA .Ci111X1t aa,GxaIN wTo x1 wxma GxaX.AGE .o INAPPROPRIATE PUN:w.0 mN DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/za/zoLB :45 AS FINE SET M (EMHART PEAND UP SHEET 11 MANY ORDER N~ NOTEAREA � To HAS S wI USABLE! AND VAR OF SECURE RUM PIK JAMES THAN 12MIAMECTUR AND FOR DEPT FRANCS 2, ALL SLOCKING WALL BE �D IN PLACE CHOSE UNNS%�D DAVIS GROUND, 3ALL BOUNCE MUTANT BLOCKS SHALL BE MCKFII AFFECT FAR I DAY PREFUSURE LETTERS M 5. BLOCKING MAUNST FITMAR SHALL MGM FORMAL FEE �EA�T DRUM SUFFICAUSE AREA POSSIBLE BOY SUALL NOT COVER OR INCOME BELL ENDES WINE RED M BOARDS REASONABLE ACCESS TO COLTS AM BOARDS SHALL AN BROOKS, G ARROWS BE PAINTED P126 TYPE10 M 11-1/4' BEND 24-1 /4• BEND 45' BEND CAP TEE 90' BEND a VM w.m mr '® . `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm m PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r uw. cvm ,m wAme�ux MAX rlux ,Y�u MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw ax UTl- �� •,✓gn oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � ARROWS BE PAINTED P126 TYPE10 M 11-1/4' BEND 24-1 /4• BEND 45' BEND CAP TEE 90' BEND a VM w.m mr '® . `� �N�.� �.LL �"��E�a.REACTED ,IEXTERNAL aaPPxEu� amm m PUBLIC WORKS CONCRETE BLOCKING FOR M. PIAN - 998.8 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 rt[1 AVE xorzsl FEE HORIZONTAL FAR Roww,w rF.encu szxRs xa �h' ARGUE WIDE xz �h' ezmi,P 1a xi i/r uw. cvm ,m wAme�ux MAX rlux ,Y�u MAX OUGHT wz*sR anA(Trl - Rs nPoucm rc rnExw ax UTl- �� •,✓gn oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � oX em XT1 O UTILITY TRENCH DETAIL OF 40' i0 TE IN VARIES W11H EIfVATION OF STOPoA MAN PJC ROOF OR CANOPY Draxs To WLuxc (SEE DISTANCE T USE INSERTA TEE i0 MAHE S VARIES CONNECTON TO MAIN PFNAR 8' STORM SEWER SEE PLAN X PROBIE SHEET FOR ACNAL SLOPE OF PIPE coNTRAcroR TO Aausr ANGLE AS NECESSARY i0 ACCOMMODATE OOwxWOUT LUDER TPOu BUILDING. CONTRACTOR i0 MARTIN POSNIVE ONGI£ i0 ENSURE PROPER DRUN^A¢ IN MAN ONE ROOF DRAIN CONNECTION TO STORM SEWER INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � INSERTA TEE INSTALLATION INSTRUCTIONS LLS PAT No. U65029 CONOIAN PAT. No. II71114 USE HOl£ SAW CORE DICE MR PVC, PoWET AND POLYETHYLENE PIPE. USE OMIOTO CORE BITS FOR CONCRETE, GUY, R.I. AND FIBERGLASS PIPE. T10LS REWIRED: 1. HX10 HELD DRILL WITH HOLE SOWS RECOMMENDED FOR 4' 6' & B' INSERTA iEEz. TIE GOWN CORING MACHINE RECOMMEND FOR 10' h 12' INSERTA TFEa. AND ALL OIAIICNO RrtES. 2. BffS INSERTA ME SIZE DIII (HOLE) OVMEIER 4' Ooommi... _ ..... < 1/2' (u2smm) 8' (ISOmm)...........6 1/Y (1625mm) 0' (200mm)........... 0 3/4' (210.8mm) 10' (250mm)........ ..10 7/0' (R]L9mm) 12' (100mm) .......... 4 7/0' (J31.9mm) B. 8 Ib. (RJk9) HAMMER AND 2' (BO,nn) X 4' (IWmm) BARD 4. 16 oz. BOTH£ a INSERTA 4£ SOLMON SUPPLIED WIN ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SItE H01£. SEE BR OWIE2R0 USTfD ABOVE 2. INGERf ME RUBBER GI£EVE INTO THE CORE H01£ WITH THE GOLD VTJ2TG4 TINE ON ME RUBBER SUfl2 FANG i0 THE SIDE OF ME MAIxUNE. THE UPPER SEGMENT SHOULD BE ON TOP OF ME WALL OR RIB AND ME LOWER SEGMENT (PVC, RIBBED, & PoLIERM£NE PIPE ONLY) SHOULD BE ON THE INSIDE a ME PIPE. 3, APPLE THE INSERTA TEE SOLUTION SUPPLIED i0 THE INSIDE OF TIE RUBBER SLEEVE ONO i0 THE OURIDE OF THE PRO HUB ADMIER, LXTgN! DO NOi USE ON OIL BASED LUatICNT! d. PLACE ME PJC HUB PNPffR INTO ME RUBBER SLEEVE. MAKE SURE rIW THE RED VERTICAL USE W ME PVC' HUB ADAPTER 5 IN ONE WON THE GOLD VERTICAL ONE ON THE RUBBER SIEVE. 5, PUGS ME ZXd BOARD ONSET TIE TOP OF END HUB ADAPTER, 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ANPTfR IS A DEBTS NARK. THIS TELLS TIE INSTALLER JUST HOW FM i0 DINE THE ADATTER INTO THE RUBBER SLEEVE ORNE TIE PAC HUB AAEPIER INTO THE RUBBER SLEEVE i0 WHERE TIE HORIZONTAL FfD ONE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE BURGER SLEEVE. ]. PUGS TIE STAINLESS SEND AROUND THE LOP OF THE RUBBER SLEEVE AND TIGHTEN WM11. 6, INBWL SIDE SfRAGf PIPE IN NORMAL NAHNER, R-418508 T-41850� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 BOA § xxlTw.eTxmx Pxw:XauXmrxfcwlmN Wt/�sruN:Du0 rJK`"',9,�+,„,;a,,,WALMART#2516 D% vutucwDRNsAS NOTEDCITY OF DEPARTMENTCATCH BASINTYPE2GAZ9/ZB/ZO18:45 NisDWALMART SUPERCENTER PICKUP EXPANSION""JSBRENTONCONSTRUCTION DOCUMENTSM.RCJPlonning/Building/Public World Dept. SITE DETAILS (SHEET 2) N0. REVISION BY DATE APPR � LO 00 T rl WATER PLUG GFNFRN NOTE SWntlartl PNn Na3M 1 NL WgIRAXD RNTERIALSSMALL BE IN ACCOROAXCEWOXTXELATESTffl p DFTXEQIY OF NPL WORFS STAXOARDSPECIFICATONS AMID SPECIAL PROVISIONS AND WSCOT/AMA STANWWDSPFOfIGTOXS, MUST EDITION AS AMENDEDBYTXECT'OF RENTOII. AM OFCIIYAPPROVEOPWIFSMALL BE KEPFATTHEXB41EWHEXEV MNETRI LION IS IN PROGRESS. A MEAN UCTON CONFERENCE SHALL BE HELD PRIMTDTNESrARFOFCONSIRUCTON.THECDXTWROR AND OR DEVELOPER$HALL BE RESPOICiW MR SECURING ALL NELF55ARY PFRMIFS PRIORTO CONSTRUCTION. 2. AILMSTINGUnUNESSMALLMOWN IN SERVICE DURING CONSMUCNONUNLFSMMW NOTED. TXECOXIRACIORSXNL CALL I4M4WSSS5 TD VERIFY MRITY WCATONS BEFORE BEGINNING EXCAVATION 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS MAIL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CM OF RENTON MDR TO BRINGING ANY MATERULLSOPIPME. 0. ALL WATER MAIN PIPE MATERIALSWALL BE CEMENT LINED DUCTILE ICON PI PE THICKNESS CLASS 52 PER AW WAC 01ADD C MI. PRE JOINTS SHALL BE PUSXON OR MECHANICAL JOINT. G IMNORDUC UIWNMPEXTIINGSSXALLBEUAff MM PER ANSI/ADSWA C110/A21.1082. ALL DUCTLE IRON PIPEAND F ORRIS SHAMBF WPAPPFD WIIX BNILNAIXNBFTYPE POLYEMYLME PU STCMR AW WACDSSTANDARDS 5. MINIMUM COVER FROM TOP OF WATER MNNSM FINISMEDGRADESHALL N 361NCM6 FOREPE DIAMETEROF IWNCMORLES MD651NMBMRPIMDIAMETEROFZ2-MCHANDIARGER. MMMUMCOVERMRALLWATFRMAIN53HNLBEEDN M MYDWIAnOMMUWKMPROVFDBYTHECTTYOFREMONPMRTOCONSIRUCTIM. WNFRF UTRffYCIXIFIICTSIXYUR MEMOFIIEOFTHEWATERMAINSHALLBEANUST MNECESNRYWCLEMCONNC MDTOPROVNEMINIMUMCWER, PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION NOR SAME CF PIPE USED. ALLTRINQF BACDILLSMM BF WMPACTMT095 PERCENT MAXIMUM DRY OENSMM DM WINED BYME MMIFIEDMMMTST METHOD IMDDI IN ROMWAYS, ROADWAYSHOUMEM RDADV/AYPRMM AND DRMIVAYS AND OPERCEMMM INUNPAED AREAS ALLPREZONECOMPACBdISXALLBE95MIDD. 6. CONCRETE BLOCKING FOR WATER MAAMI BE D6W NFD, INSANEDAND INURED INPIACEINACCORDANCF WRH CODE REMOX STANDARD DETAILS AND SPECIFICATIONS AND SHALL WE INSTALLED ATALL VERMALMbHOR20NTAL KKK WORDS ANDRAMOFRYDRANTS MEGAIWSIMSIMIWLPWMMMAYBEREQUIREDM1 MFCTAMCAI.JDIMRINACORDMM CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPS AND FIRMS MADE HAVE FOAM ME EG RUN THROUGH THEM PROM BEING NMXEO, OWNFECTED,MDTFSIED. CLEANING,PRSAIREMDPURRYT NGSMLLBE00NE1NMEPRFSFNMOF UNOERME SUPERNSIOXOFACRYOFRENMNIRILT'INSPECIM. THECONTRACTORSHALL.LIPPLKIIETALLARD REMWEPLUGS, MR MTONSTOPS,BLOWAFFASSEMMI6,MDTHRUSTRESTRAINT/BID WFMT NGMDPLIRT'AQEMARED. ID CONNECTION SMLLBE MADE BETWEEN ME NEW MAIRM BETWEENTME NEW WET -TAP VALVEMAN MORE MAIN UNTIL ME REDSPIPING HA BEEN FOAMENMED, NNNFERED, FWSXED, AND PASSM MOTH PRFSWREPHDMRIIYISNXG. IF NEW WATER MAINS INODDINGSERNICE IATFPALSSNNLBETFSTM ATASTATC MESUREM I5DPSIABOVE WORKING PRESSUREWUN A MINIMUM OFZ25 PSI TESTPRESSURE MR 130MIXUTES WRXAMALMUMDFSPDMESSUREDWPDUMM THE ENTIRE TEST PERIOD. UPON,GTSFARORY COMBUSTOR OFTHE PRFSURETST,ME UNESHNL BEOINNFECTED, FLUSHED, MDMMWATERSAMPLESSMALLBETAKENFORPMTHMS MMEMBMWORFSINSFECDR. 9. THE CONTRACTOR SHALL NOTIRTHE CT M RENTON WATER UTINYAND MAINTENANCE DEPARTMENTSATLFAS1710WORKING DAYS PROEM MARINE CORNKMAINSTOTHE STORE WATER SYSTEM.MECOXTMCIORSNALLEKPGSEMF MSTDG WATER MAIN AND MTNGS AT THE CONNECTION PpM BEMM ORDERING THE NECE55MY ADAPTORS AND FEWER REQIMM MR THERMLCARNECRON. MECOMMRORSHALLUGVATEREMOWE LSURFAUMATERR MDMONDESXOIRGAM AL MATERIALS REQUIRED MR THEM OF RENTON TO PERFORM ME CONNECTION TOME MOM WATER SYSTEM. ME COWR RSMALLPNOVIDEANDMSTALLR>CFFRLCONCRETEBACKING,MDCOINPISTEWRFASR6TM M. PUBLIC WORKS PLBN - DOOR R DEPARTMENT WATER PL.11N GENERAL NOTES MARCH 2010 TESTING DETAIL ±10 FIF EXISTING WATER LINE EXISTING TEE, DEAD ENO LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER VERTICAL CROSS (MJXFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2iAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(W) W/2'TAP & 20 BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING. CLEANING BY POLWIC AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES A BBs A PWORKS CONNECTION TO WATER MAIN BED. PLN - sees DEPARTMENT �C DEPARTMENT EXISTING TEE OR END LINE CAP t) MARCH 2O10 FIRE HYDRANT SIWL BE CCR IYPE EQUAL TO IOWA F-5110 LP COMPRESSION ME SUCH AS olAW MEONLCN: M & H 929. DUE 10 SUPER COMMON 200% AND WMFAWS PACM Nm s MECHANICAL NOR IN1£T WCOOS 5-1/4' MAN VALVE OPENING TT 21/Y H03 CONNECTIONS NATIONAL STANDARD THREADS 4' PUMPER CONNECTOR OTY OF SEATTIE THREADS WN A STORZ ADAPTOR. 4R75F SEATTLE THREAD X 5 STOR, ATTACHED WITH 1/3' STAINLESS SSEL CABLE. 1-1/4- PENTAGON OPERAMC NUT. END HYDRANT TO BE ANTED WITH TWO COATS OF HAND. KOLY-MCME/ ESEAVATYE PAINT Na 5280-553 DM ACRYLIC GLOSS. SAFETY YELDOW OR APPROVED EQUAL PUMPER CONNECTOR N FACE ROADWAY OR AS DIRECTED BY KNOW RRE DEPARTMENT. ERE MEANT EXTENSION TO BE USFO IF REWIRED. MIN. HE N 20' BEHIND BACK OF CURB OR le BEHIND BACK OF 3' 9CEWAL( MAT 15 ADAROTT TO CURB 4.81 A S STOR TWO-PIECE CAST RON VALVE BOX PATH LUG 5"SSB' MCK CONCRETE END MaxD ME coVER. EDUA1 TO OLYMC FOUNDRY CO. HMRAT. RUSH TO MATCH SBMAN(. STANDARD B- TCP SECTON WITH RMLRAR BASE EXPANSION RIFT AT SECTOR LENGTH TO FIT. VALVE NUT DTENOON 21 BACK OF BREMNER AS REWIRED. -WINGATE SIMILAR RAISED PAVEMENT MARKER TYPE N-A / OR MIANI STEP JI­ STMSONITE TWO-WAY BLUE FERM YE W. MIN COVER CONCRETE e1MONG O R O THRUST BLOCK MATH ONE FEE. PATH 6' FLANK SCE QUTEL C DATE VALVE (R X MR AMA C-504, RESIDENT SEAT S' DUCTLE IRON PIS, OAM 52 CEMENT LINED. LENGTH N ET 2-3/4' CNi-TEN STEEL TE RONS 11' R B' R 4- WHERE 1/2 YNU OF 1-1/4' WASHED DRAW ROCK CONCRETE BEARING i ABOVE NOT EANGE RACE B ME BLOC( UNDER HYDRANT MLYEnI EW MOUND TOP AMID SIBS OF MARL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL All GROUND MIN3' RADIUS NIX 3' RAGCS 1 WE MAN NOW 8�8' CONCRETE PAD 8' CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY M. P11N - SMA a A DEPARTMENT MARCH 2010 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY WAITING SPACES LEFT 18 X 24 - WAITING SPACES RIGHT 18 X 24 - WAITING SPACES AHEAD 18 X 24 - RESERVED WAITING 18 X 24 - PICKUP LEFT PHARMACY RIGHT 18 X 24 - PICKUP RIGHT PHARMACY LEFT 18 X 24 - STOP THANKS FOR ORDERING 18 X 36 - PICKUP HOURS 18 X 36 - RESERVED 18 X 18 41 PHONE NUMBER 8 X 18 41 VERTICAL PICKUP 18 X 36 41 PICKUP LEFT 18 X 24 2 PICKUP AHEAD 18 X 24 - PICKUP RIGHT 18 X 24 3 ALL PICKUP WAY ENDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Gelly.ThomasOWalmarLoom) AND BRAD KEENER (Bradley.Keener®walmart.com). REQUEST SHALL CONTAIN A DEUVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. PICKUP EXTERIOR SIGN SCHEDULE NTS FINISH LEGEND P5E SAFETY YELLOW P76 WALMART BLUE FINISHED GRADE ELEVATION /zi t n v,.,.. .l R MIN. COVER (10-INCH DIAMETER AND UNDER) 4 R MIN. COVER (12-INCH DIAMETER AD OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION TEMPORARY 2' GALVANIZED PIPE AND 2' GATE VALVE INSTALL 2- PLUG ON TOP BOND FLANGE AFTER REMI OF MLYPIG AVI OFF WATIC4 WYL WE ETHE SANE AS ON OFBAN LIRE FLANGE(DOE N TOP a TEMPORARY MOW -OFF ASSEMBLY (REMa2BIM PwG MER MANAL O CuENmD 1POLY-ENT) ONE BOND ONE u0 IFLA) � ON NO001 OM OF CROSS CONCRETE ALL DEDENNIS AND OERROW wnRP AU RE REMOVE➢ FROM SOUP OF VFFI v CROES BEFORE PUBLIC WORKS POLY PIG STATION FOR CLEANING OF M' PLRN - RDDA DEPARTMENT WATER MAINS MARCH 2O10 PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED. CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. PICKUP LANE STRIPING. 12'-D' PAINT TRAFFIC WHITE, EYE. WE m L @ G.C. TO SEAL COAT STRIPING PER SPEC w SECTION 02787 y10'-0' WE ED z THE y TYP w U "PICKUP" PARKING STALL (,AT CANOPY) DETAIL THE. NUMBERS SHALL BE PAINTEDTOMATCH `A EXISTING STALL STRIPING COLOR I NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 -PAVEMENT MARKING "PICKUP" PAVEMENT NUMBERS NIPS So wNOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTER TYPE XI, SHEETING, WHITE LEGEND RED BACKGROUND R1-1 3011X3011 STOP SIGN WITHIN PARKING LOT WE ® NOTE: SIGNS BALL HAVE HERE ASM RTIE TDGRADE, TYPE xI. .e� SHEETING,f FOR LEGEND,BMDER -BLACK BACKGROUND-WHRE(RETROREFLEMVE) STOPSYMBOL - RED( SETROREFLECTIVEI R1-5b STOP FOR PEDESTRIANS NT.S. / DO NOT Y � ENTER WHOE REFLECTIVE SIGN WITH REDDIGC WHITE LETTERING AND HORECMAL WHIM LINE R5-1 ADO NOT ENTERR SIGN N T.S. R-418509 T-418504 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Scott Warlick 8/30/2021 TTJK `Me IERNR/L "° 1Pgn1R CITY OF WALMART #2516 /29/2C Am AS NOTED USE RT SUPERCENTER PICKUP EXPANSION N`®WFBoor JSB RENTON CONSTRUCTION DOCUMENTS A1� PAGE WALMART DATUM � ft " RCJ Plonning/Building/Public Works Dept. SITE DETIALS (SHEET 3) C4,2 NO. REVISION BY DATE APPR AMN BDA � g PRE,. Z 0 U) Z Q IL x LLI IL _U F Cc cQ G J Q ►n Ln W O w T Lai -t Ex SO DROP INLET RIM-Y536 INV BEMZF-1746 INN NE 12C-1758 IHVBE(18")-l]02 _ INV SO H YP1746 - EX SD RiiINV wINLET DROP zOP21➢] IBY SW(4^)-127 /// QS7�( 12 AO srs\ 25 ]4 NE i 2598 uE -------------- ---- . -- — — — — — — — ------------------ I a / 26.23 \'$ 2611 R. 26.02 R 5 srs 25I5 R 26.02 26 s' / --- a" I rs 26,32 R sy 25J] ME 00 I 2558 ME 1 Ime as me aIPR48 CIRCULAR ? W17HCATCH RECTANGULAR I �` I 575 26EO PoY 2fi.]B R 25.84 RIM 2598 ME ■ __ wrtH RECTArvcuLAR 11I ` SOLID METAL LOVER S7j Pg� 1 2616R CUTAR i ' g LATPR40'CIR CH WIIN ME2 II .BG �■ 26J]R ' INVWRF) M \s s COVER ■ 26dZ 2592 YE 2598 WE I INV w118'1=1793 \ RIM-45821RAISE iO]5.85) 26"W R =2fi.fi0 ■ 26 J6 R ■ 28.IS YE INVNE tTD 2585) SOLIDVSO METAL I-177a ■ ■26.W COB 259)Mf ___ w T RE \ , E%SD DEEP INLET RIM _ ` VIVA MC-2s22 s^ n Z610 BOB26.91 EOB INV Hte _ 2,55 FOR M191, I ' ( INV NW(181=1774-11 2fi-]6=E— 26.T! YE I ■ FFE=2 ■ ■ ■ 26.45 R \srs I I ■ ■ ' ME i I 26.w M: •..�. ..� ' 26.44 RIN I 26.3D ME ..... .. 2fi.33 NE SEE OG ... ??? uE 27 27.55 Eae 1 9 �Irs2-� TS STS S \srs I 1 27 P — _ _ _ --------- 2b.30 ME s �� I I-- -----' 26.49 ME 1 ???YE 26.65 YE — 26--E---- -MIME ° 2632 ME ' ENTRANCFIE%IT TENLARGEMENT ' THR40'LIRLULAR SOLID BASIN COVER ° d d ° ip aITH RECTANGULAR SOLID METAL COVER THIS SHEET 's __ _9�___ RIM=26N n _ INV E r-179 ° SEE OGP RAMP ' INvsLL1B^p795 _ ENLARGEMENT THISSHEET 2692 R I \"` 2L2LL 6 B]JJJYE 26.80 Mf a d e °d ®e 2IW+Q— ° ° C Qom- a4 __e / 2I45 POP / 27.50 BOB � e° d 2645 ERB 2].55 BOB — ° d ; d 26U ME FFE=27.55 °.d d ExeSODROPI LIM erd - d .� •P d a ° IrvY Nresl SE5 °- a°. d_ 2670R II 2678 R n.4s TRc 2J4s Tec -' 002% 27.55 DOE i 27.55 END PICKUP ENTRANCE/EXIT ENLARGEMENT SCALE: HER STUB TR 2651 R 2692 R. 2651 BE 26.37 FL 601x M 26.45 FL 2715 TR 26,59 BR VINTAw NO. GRAPHIC SCALE 10 0 5 10 20 40 (IN FEET) I'inch =10 E. REVISION I Br I DATE I APPR CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY (� COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN 0 APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Knowwnarsbalow. PRIVATE, WHETHER SHOWN ON THE PLANS OR Call thei you III NOT, PRIOR TO CONSTRUCTION. REPORTANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2, WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. AS NOTED mi.�"�Our& CITY OF ° RENTON DATUM Planning/Building/Public Works Dept. KEY MAP NOTTOswE GRADING LEGEND 7777777YEDUERINGBIJILDINGTOREMAIN EXISTING BOLLARD TO REMAN % % METRIC FENCE TO REMAN DIMS CURB B GUTTER TO REMAIN EXISTING STOOD INLET TO REMAIN EXISTING SIGN TO REMAIN ogl] EXISTING SITE LIGHTING TO REMAIN D� EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN h'Y W+ EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE --- 25 --- EXISTING MAJOR CONTOUR - -- -- 27-- --- - EXISTINGMINORCONIOUR G� PROPOSED CONTOUR 30.09 PROPOSED SPOT ELEVATOR ME MATCH EXISTING ELEVATION FL FLOWLNE ELEVATION DEC TOP BACK OF CURB ELEVATION FEE FINISHED FLOOR ELEVATION END EDGE OF BUR➢ING ELEVATOR BR BOTTOM OF FAMP ELEVATION TR TOM OF ROMP EIEWUF0N 2AI EwsnNG SLOPE ARROWS 200% PROPOSED SLOPE ARRONS NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY ODD CITY PRICRTO BEGINNING WORK AND IS RESPONSIBLE FORAILMATERVIS, LABOR, REPNRS, ETC.TO COMPLETE WORK AB RESTORE AREA TO SAME STATE PRIM TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS&IILT DRAWINGS, TESTS, REPORTSANDNRANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY III SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. NOTE CONTRUBTORSHALLPROTECTALL. EXISTING SURVEYMOINUMENTATION. CONTRACTOR WALL HAW LICENSED SURVEEYO11 REPLACE ANY DAMAGED OR DIMMED MONUMENIAnON A R-418510 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q d DEVELOPMENT ENGINEERING O X Lu Scott Warlick 8/30/2021 d 0- Y U_ Ii WALMART #2516 07/29/2021 �w^YM BOOK WALMART SUPERCENTER PICKUP EXPANSION Q CONSTRUCTION DOCUMENTS �YpPAGE GRADING PLAN C5 J p 10 1 00 v Ln Do n N li Ln Do n N li EX SD DROP INLET \ Ex SDDRCPINET 1I RJMEV 91 ST �RgCF INLET - M21 ExsOvnuLT G�1—c 5 f% ,IIII '9rs RIM.260T INVINV. 1t19]R1']Ai 112'E) NE) 11 � lil SIS IIII 18 IIII L I 1e i,l li li III IIII l,. I r-- Ixv:lealnrs) I III u w III IXV'. i8B1n6'Nw) III III II III 'Ms _—„Irv___/=/L,_ _\ I_ : srs �• a _— sEXSIxDYDR RIM:156Az3TB.O2z-215r.gs--H 3WRM(12NE17 +s \ MirxrNisw((1e9^Flers AR 19 va /-_ Js I I plsroI6 s�ss sis sis s JET L� _ _ _ ___ �I ---s-rs----- s3s— I I r— 4 ; a ` —w — —W i — :-11z— I _� —W— — _W W� — —W 21 __� h _ I n „•I i� BLDG FFE=27.55--J y4 44 ** ID UTILITY DEMOLITION PLAN I-„�r71V G D�—sl$ ��O Bi x I IXg00ROR INLET IXSDDFL'PINLET y]4, R�� \\ RM 15Y UNIFOR 1 INVNERT}1i18 IHYxE(IT)A751 EXSDOROPIME\d.�, \\ \ \ INVNE11YpiY INVERTE2011 RIMII4.81 INVEEIIB'FtiB'[ INVSWNBT-17 81 y INVE113pMd3 IMBW(13p,G1]] 1 EX9RRROPINLET INVSW113'P1)6 I �Y+\�strYsAPPRox INvIM./eWr(01aYY�Ob] ' RIM-d82 INW[ Srs asa 4p2; .UV 13 4 i] CIO) MID,.a.l''J�// \ \ \ _ I ` IXBDVAULT RIM:APT INK. WAR'(17 NE) TNJ: 9ID11YE) INV: 1681 y r`� SrSYA0.M90,OLb LI I L— =]-- -----7 ®05°% -INV -y _ .INV zn 40 30 " e ° EXOF DROP INLET .. ` RIM.2570 IxV. 13550.NJ .. a,La,i UTILITY IMPROVEMENTS PLAN I 3T EM d•Dw MH APPRO%INVERT =23.2J RIM= SO INT= p:C8f]]d - �--� INV KW(iVpiLid L C I b°5 BLDG FFE=27.55 WAS "-M ASSUME CONNECTION ASSUMECONNECTIpJ --------a50ELOWGRADE ROSY BLDG FFE = 27.55 NOTE: REFERIENCECITYOR RENTON SURFACE WATER STANDARDCETAILSFORMIU1 INFRASTRUCNREIMPROVEMENT. CAUTION - NOTICE TO CONTRACTOR NOTE: CONTRACTOR MUST CCOROIMSTE WORK wRH UTUTV COMPANY AND CI7 PRIOR To BEGINNING WORK AND IS RESPONSIBLE FOR All MATERIALS, LABOR, REPAIRS, ETC.TD COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTINGWORK. 1, ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY NOTE. CONTRACTOR RESPONSIBLE FOR ASSGILT DRAWINGS, TESTS, REPORTSANmoRANY COMPANY AND FIELD SURFACE EVIDENCE AT THE ; OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CItt, TIME OF SURVEY AND IS TO BE CONSIDERED AN UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. ASBRLTSSHALLBESIGNEDMD APPROXIMATE LOCATION ONLY. IT IS THE CERTIFIED BYALICENSEO SURVEYOR OR ENGINEER. CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Know wxersbelow. PRIVATE, WHETHER SHOWN ON THE PLANS OR C8111Mwe you all. GENERAL CONTRACTORS SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR RECONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENGIMARK, BASIS OF NOT, PRIOR TO CONSTRUCTION. REPORTANY BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS VI BEAT THE SAME DISCREPANCIES TO THE ENGINEER PRIOR TO HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. CONSTRUCTION. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY M U ST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WqM. A. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND NOTE: CONTRACTORSHAJL PROTECTALL EXISTING SURVEY MONUMENTATION.CONTRACTOR VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH SHALL HAVE LICENSED SURVEYOR REPLACE ANYDAINGED ORDISNReEO MONUMENUTIONn POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE THEIR COST. ENGINEER PRIOR TO CONSTRUCTION. NO. I I I r S 31PROP DNMH RIME25 R __INVSPVr=IIII MH1L) 1 36 246GE19% ' RINMI Q %10P a'OR MH 37 V' MhS,R 1 WV E116'FI8.11 -_- UriNM=L6A1 MVW11 B'fYBAM i INVEnr)-II.W I I sr3 srs r5 sr5 STS� INJSNSQ=17.95 I 30 5®011% _J______________ A2M216, 0.00'R r —1w Em J —�- _�� ------------------ _ . GRAPHIC SCALE 20 0 10 20 dD SO (IN FEET) 1 HER =201 REVISION BY I DATE I APPR SJMmr RCJ UTILITY PLAN SCHEDULE NOTES OI EXISTING IY WATER MAIN SECTION TO BE REMOVED O EXISTING V WATER PIPE SECTION TO BE REMOVED O3 EXISTING HER POLE TO REMAN AND BE PROTECTED THROUGHOUT CONSTRUCTION. O EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY SHOPS O PROPOSED 90'BEND IMJI W]THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS © PROPOSED UN12.OP MJXMJ4LI ME WI THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS Oi PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 3101 O8 PROPOSED IY WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS O9 EXISTING SIZE LIGHTINGN BE REMOVED AND RELOCATED. CCNTRACTORSHALL SALVAGE EXPIRE LIGHT ROLE AND FIXTURE FOR RE -USE 10 PROPOSED UNDERGROUND ELECTRICAL LINE CONTRACTOR TO INSTALL NEW LINE FROM EXISTING LIGHT ROLE TO PROPOSED PROPOSED LIGHT ROLE LOCATION II EXISTING 17 GATE VALVE 12 EXISTING IS' UTILITY EASEMENT (RED N0. 9I040114461 13 PROPOSED IS UTILITY EASEMENT. BY SEPARATE DOCUMENT d POLY PIG STATION PER CITYOF RENTON STANDARD PLAN 301ZREK: BY CITYFORCES IS EXISTING 15 UTILITY EASEMENT TO BE VACATED 18 EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION P EXISTING STORM INLET TO EDWN AND BE PROTECTED THROUGHOUT CONSTRUCTION 18 EXISTING STORM VAULT TO BE REMOVED 19 EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION 20 EXISTING WATER MANHOLE AND VALVE TO BE REMOVED. 21 EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION R2 EXISTING WATER VALVE TO BE REMOVED 03 CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5WITH 1- 1YSLEEVENAB O EXISTING STORM SEWER TO BE REMOVED O PROPOSED IV STORM SERVER ROOF DNAIN ]fi PROPOSED LOCATION OF RELOCATED SIZE LIGHT ROLE AND FIXTURE. CONTRACTOR TO INSTALL NEW LIGHT ROLE BASE, 41 EXISTING FOUNDATION DRAIN TO BE REMOVED ]3 PROPOSEDI2'GATEVALVE(MNNINWITI1212'SLEEVES(MJ'(MJf,WTIJ CIttFORCES 29 CONNECTPRWMEDFWNDAPONDMINMDROOFDRMN NMPROPWEDIV STORM DRAIN O PROPOSED IV STORM SEWER CLEANOIR 31 PROPOSED BYE INDENT A ME CONNECTION TO EXISTING STORM SEWER O PROPOSED V STORM SEWER ROOF DRAIN PIPE O PROPOSED IniV INSERL0.TEE CONNECTION TO EXISTING STORM SEWER O CAP AND PLUG EXISTING I STORM SEWER ® EXISTING STORM SEWER TO BE ABANDONED IN RACE PROPOSED IV 01A. RCP STORM SEWER LINE 9T PROPOSED a' DIA STORM MANHOLE O EXISTING 17 WATER MAIN TO REMAIN ® PROPOSED I' CIA, PVC FOUNDATION GRAIN d0 TIE INTO EXISTING 4' FOUNDATION DRAIN d1 PROPOSED IV PVC STORM SEWER RIDGE DRAIN LINE 42 PROPOSED I GAM VALVE(MJXMUH WITH 212' SLEEVES(MMID, CUT IN: BY CI1YFORCES I. ALL WATER FITTINGS AND VALVES WITH MECHANICAL MINT(M) ENDS SHAll HAW WEDGE TYPE RETAINER GLAND EQUAL TO REGALED SERIES 11ON, 2, CONCRETE THRUST BLOCKS ME REWIRED ON ALL WATER III PER CDR STD. PLANS AN 2 AND AM KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDING TO REMAIN ° EXISTING BOLLARD TO REM1WN X X EXISTING FENCE TO REMAIN EXISTING CURB A GUTTER TO REMAIN EXISTING WOW INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SIRE LIGHTING TO REMAIN oil] EXISTING SIRE LIGHTING TO BE RELOCATED 0 EXISTING STORM SEWER MANHOLE TO REMAN YY WSING RK HYDRANT TO BE RELOCATED PROPOSED RK HYDRANT OR EXISTING IRRIGATION VALVE TO REMAIN w PROPOSEDWATERVALVE QI �I PROPOSEDWATERBEND EXISTING CONCRETE PAVEMENT 0 EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT -� PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W COSTING WATER LINE TO REMAN — —W— COSTING WATER LINE TO BE REMOVED PROPOSEDWATERLINE W — —SS— COSTING SANITARY SEWER PROPOSED SANITARY SEWER III — —STD— PROPOSED STORM SEWER TO REMAIN �GTSI PREI STORM SEWER TO BE REMOVED gTg PROPOSED GROW SEWER — —G— COSTING GAS LINE 3. WHERE NEW WATER MAIN CRWSESANONPOTABLEPIPE, ONE FULL LENGTH OF R-418511 WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MWMUM JOINT OF EP""°D" S-418501 a d. WATER CTUPERE DPECIFI IATIONF FOR OF USED, OF PIPE M1MNUFACNREHS SPECIFICATION FOR SIZE OF PIPE USED. AS NOTED "Nor'o loan CITY OF %R RENTON DATUM Plonning/Building/Public Works Dept. W-418501 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING '� WATER UTILITY X W Scott Warlick 8/30/2021 IFitzJames 09/27/2021 O d _U d WALMART #2516 07/29/2021 EE WALMART SUPERCENTER PICKUP EXPANSION MINE,`BOOK Q CONSTRUCTION DOCUMENTS mADE 2 UTILITY PLAN C6 J 11 p17 �j 00 T Q 1 um) Do N IL Ln Do T N IL I BEING _ — --"'STA BON . — —— _ —,I—P__- __ L___W_ '- _ ti&]B3 CRCGSNG Ir00 EN12WI9 A ir'OIP 15856 BTAM]TS GOR 1.203*17 - - El SIG I11 cROs ST12'%6AOEWRNAU GATE VALVE(M% N:1)932Dll E.1R]122]1 SUN 6 DIP M09LrBE�IrHBLDG27-5N.nw2.w19 E11a�S2TA--M9•1BEND -♦_fIl r 1nE'1 n52r —W— I�I i WATER IMPROVEMENTS PLAN SCALE: 1•=2W iTll ldfill 9 g F��A�P0 FFOO FI ISHED GRADE 25 ------ - 25 --------- �. EXISTING GRADE o ONE FULL STICK OF WATER MAIN PIPE SHALL BE INSTALLED CENTERED AT THE CROSSING _ — — LOCATION.12- STORM DRAIN AT CROSSING SHALL MAX DEFLECTION AT A' <' CONSIST OF ONE FULL STICK OF DI PIPE CENTERED JOINT IS 2.50. ADDITIONAL AT THE CROSSING LOCATION. INSTALL ETHAFOAM _ FITTINGS MAY BE NEEDED - F MIN. PAD BETWEEN BOTTOM OF EXISTING STORM DRAIN ATTHISLOCATION. AND TOP OF NEW WATER MAIN. 2.5°DEFIES N I AT JOINT 1 =CLR. B•MIN. D.5° DEFELCTICN ATJOINT MIM RECTIONY CLR. MUDSLECTION ° 2O 1fl62LF-f2^pIP OF20 156 P. p^ I0.13 LF xTx9 tP-1T MAX DEFLECT ION AT FOUR DI DIP 1rmP rI pIP JOINT IS 2.5° M 6'MIN. CLR. — A 15 15 w w PC x ILZ o$Oq w ILL aS i' w mF`aW ry ^R w �� m SR O'd „ � mi �8 e� � Y� m� P "°JAI am .�.-�m zaomd.-� mgR <$=^g' um_ _8 C,_ w �4w w�- 5$�. G5 w$ G"_� $ 10 ln�>L'u Fb emsPC 10 0+00 1+00 WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47) SCALE r=20'IHI,I =r(V) 2+00 2+47 E \ v I Www G` - �G.� SCROB SIA:1<i 'NTT 3 SIN G ROSSING STA=0rg5. I0� 09 -� I L.-.. 12"%6'-11 I STA MI E9 FLOU GATE VALVE(MJXR) PH ASMBLY -- MP5TJ2011 N175631.1B 71 A,_- -09ILF —_--1287122 I J - - - -- 6 Dw zB09LF - I I W� � W FIRE LATERAL PLAN in an rFOo� FINISHED GRADE 25 °� a 25 PC 20 MOBILE 'DIP 20 Ln RA. kd ESE �m wm ShSm Y NEB EL 15 15 NOTE: CONT MRSH PRGTPCTa EXIUINGMRVEYMONUMMTAnON.00 TMCTM SINGE HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATIONA THERCOST. NOTE'. COMPACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WEEK AND IS RESPONSIBLE FOR ALL MATERIALS LABOR REPAIRS ETCTO COMPLETE WORKANO RESTORE AREATOSAME STATE PRIOR TO START NG WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS BUILT DRAWINGS, TESTS. REPORTS ANDIOR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR MY OTHER GOVERNING AGENCY. ASSU ILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. CAUTION - NOTICE TO CONTRACTOR 1, ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY AN FIELD COMPANY SURVEY SURFACE EVIDENCE THE ME OF ANY D IS TO CONSIDERED AN O APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Knuwwnarabelow. PRIVATE, WHETHER SHOWN ON THE PLANS OR Cell Mxom yap dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GRAPHIC SCALE 211 0 10 20 N B] (IN FEET) ItrA=20n 0+00 0+36 FIRE HYDRANT LATERAL PROFILE (STA: 0+00 - 0+36) SCALE: r=W (H). r=ZN) TJK ,d orlim 11 CITY OF omla AS NOTED -T sG RENTON �1 USES DATUM 'RcJ Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR AI"� BDA KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDINGTO REMAIN EXISTING BOLARS TO REGAIN % % IXISTINGFENCETOREMNN EXISTING CURB S GUTTER TO REMAIN ■ EXISTING STORM INIET TO REMAIN EXISTING SIGN TO REMAIN D�I] EXISTING SITE LIGHTING TO REMAN Dal EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN YY EXISTING FIRE HYDRANT TO BE RELOCATED r PROPOSED FIRE HYDRANT w IXISTING IRRIGATION VALVE TO REMAIN w PROPOSEDWATERVALVE �I �I PROPOSEDWATERBEND EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT T PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER — PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W SABRING WATER LINE TO REMAIN EXII WATER LINE TO BE REMOVED PROPOSEDWATERLINE W SS EXISTING SANITARY SEWER SS PROPOSEDSANITARYSEWER —STS— PROPOSED STORM SEWER TO RENNIN — ---STS— PROPOSED STORM SEWER TO BE REMOVED STti PROPOSED STORM SEWER — —G— EXII GAS LINE R-418512 S-4185021 z W-41850 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING O WATER UTILITY O X W Scott Warlick 8/30/2021 WATER 09/27/2021 IL U a WALMART #2516 07/29/2021 EE WALMART SUPERCENTER PICKUP EXPANSION issidd ooK Q CONSTRUCTION DOCUMENTS �fAGE 2 WATER PLAN & PROFILE C6.1 J 12 p17 Ln 00 T Q 0 n 1101 J• UTILITY NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PNNNINGIBUILDINGIPUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF NE WSOOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVEDAND MODIFIED BY MECNY OF RENTON IN THE RENTON STANDARD PUNS B SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SUE AT All TIMES DURING CONSTRUCTION. 2, ALL LOCATIONS OF EXISTING UTILTIEB SHOWN ARE APPROXIMATE AND IT SHALL BE THE AVOID WAGE OR DISNRBW CE. FO3 UTIUTY LOCATES CALL"OUR LOCATORS 3. AN APPROVED TRAFFIC CONTROL PLAN IS REM IRED TO BE SUBMITTED AT ME PRE-CONSTRUWON MEETING. 4. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERMN DATUM 1901991 METFAS UNLESS OTHERWISE APPROVED BY ME CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PUNS 5. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AMA Cl 10 AND CAN OR LATEST REVISION THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING BULL CONFORM TO AMA S M OR UTEST REVISION. PIPE JOINTS TO BE PUSH ON OR MECHANICAL JOINT. BEDDING TO BE CUSS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI C10MA21593 STANDARDS. S. CAST IRON ANY DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS IN DIAMETER AND HAVE MECHANICAL JOINTS. THE PONDS SHALL IN ACCORDANCE WRY EITHER ANSBAWNA Cl TM1.10 87 OR ANSIIAWWA C15LA21.53 W. THREE(3) INCH TO 12 INOY DIAMEMRFITTINGS, MICH HAVE MECHANICAL JOINTS ANDIOR FLANGED JOINTS, SHALL BE INACCORDANCE WITH ANSBAWNAC11NA211087 ORACCMBINATION OF ANSIIAWWA CHI OIA211087 AND ANSIIAWWA CIENA2153 S4 SUCH MATTHE AM O N OF ME FITTING NTH A MECHANICAL JOINTS) MAY BE WITH ANSIIAW WA C1510213&M AND THAT PORTION OF ME HO NG WITH FUNDED JOINT(5) SHALL BE IN ACCORDANCE WITH AMA C11NA AMA. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSIIAWWA SECTION 1W.30FANSIIAWWA CHOIR UGH87 SHALL BEOBTAINED BYMECONTRACTOR AND TRANSMITTED TO THE OWNER. 7. GATE VALVES SHALL BE IRON BODY, BRONZED MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND RING STUFFING BOX (AMA C500) OR OF RESILIENT SEATED TYPE (AMA CSM. UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST W, MUELLER COMPANY N0. Q380 OR M 6 H. 8. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH ME PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CON FORMING TO AMA C50285 WITH A 61NCH MECHANICAL JOINT INLETAND A MAIN VALVE OPENINGUM VD) OF 5114INCH, TWO YIR INCH HUGE NOZZLES WITH NATIONAL STANDARD THREADS 7In THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLEWITH ME NEWSEATRE PATTERN 67H FADS MR DEGREES V. THREA➢S'. OUTSIDE DIAMETER OF MALE TH REA01875 AND R W T DMMEIER 4.6263 HYDRANTS SHALL HAVE A 1-1141NCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). SURFACE WATER NOTES 1, BEFORE ANY CONSMUCTIM OR DEVELOPMENT ACTIVITY OCCURS, A ME CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERREDTOASTHECITY. THEAPRICW T AND THE APPLICANTS CONTRACTOR 2. ME APPLICANT SHRILL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STAIR AND 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ME LATEST EDITION OF ME CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE MD. AND ME STANDARD SPECIFICATIONS FOR ROAD &TOPE AND MUNICIPAL WNSMUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA),ITSHALLBETHE SOLE RESPONSIBILITY OF ME AP PLICAW TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PUNS. ALL CORRECTIONS SHALL BEAT NOADDITIONAL WSTTOTHECItt. 4. APPROVAL OF ME ROAD GRADING,PARKING, BUILDING, AND DRAINAGE RAN DOES NOT CONSTRUE AS APPROVAL OF MY OTHER CONSTRUCTION LED WATER SEWER, GAS, ELECTRICAL. ETC.) PLANS FOR STRUCTURES SUCH AS &AWES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. TH E SURFACE WATER DRAI NAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ME APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF ME APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. B. RELOCATIONS OF ALL EXISTING UTIUTIES SHOWN HEREON HAVE BEEN ESTABLISHED BY RESPCNSI BILITYM ME APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENWNRYWRIFYMEACCUFACYOFAILUTIUWLOCAnONS SHOWN. ANDTO FURTHER DISCOVER AND AVOID ANY OMER UTILITIES NOTSHOWN HEREON THATMAYBE AFFECTED BY THE IMPLEMENTATION OF THIS PUN. ME A W LICANT SHALL RECORD ON THE AEBU ILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PIONS. THE APPLICANT MALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHRILL BE NAVD 88 AND FOREGO& DATUM SHALL BE NAD 83 MRA STAM PLANE, NORTH), UNLESS OMMWISEMPROWD BYMECItt REFERENCE BENCHMAM, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCHBACKRL AND ROADWAY SUBGTRUE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2O3.3(14I0 - COMPACTION AND MOISTURE CONTROL TESTS OF ME WSDOT STANDARD SPECIFICATIONS . IN PERMEABLE PAVEMENT AND OMER INFILTRATION AREAS, ALL TRENCH MORRILL SHALL BE FIRM AND UNYIELDING BUT IN NO LASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. THE TWO 2 In INCH HOSE RUGGLES SHALL BE FIIIED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF ME WE DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE Frt1ED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHMESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTERS WITH A STOPZ ADAPTER, 4INCH SEATTLE THREAD %5INCH STORE. STORE ADAPTER SHALL BE FORGED MGM EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. MRFADED END PORTION SI HAVE NO LUGS AND TWO SET SCREWS iW DEGREES APART. STORE FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH IS INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE, 11. FIRE HYDRANTS SHALL BE PAINTED NTH TWO COATS OF PAINT PRESERVATIVE PAINT NUMBER 0485 SAFETY YELLOW OR APPROVED EOUK. 12. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 13. FIRE HYDRANTS SHALL BE INSTPILED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS "TEST REVISION. 14. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. A - WATERMAIN 12 INCHES AND URI SHALL BE AT MINIMUM OF 0INCH ES BELOW FINISH GRADE. WHERE OLITY CONFLICTS OCCUR, WATERMAINS ME TO BE LOWERED TO CLEAR 15. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEARING'PIGS' PRIOR TO DISINMOTION .THE'POLY ACT WALL BE GIRARD INDUSTRIES AQUA SWAEAS ON APPROVED EQUAL, 2 LIM FT. DENSITY FOAM NTH 90A OUROMETER URETHANE RUBBER COATING ON THE REAR OF'PU ONLY. 16. "PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CCMFACTO WILL PERFORM THE CLEANING OPERATION. P. ALLWATERMAINSANDSERNCESSHALL 150 PSI OVER OPERATING PRESSURE, IN CITY OF MNTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. AIL PRESSURE TESTING SHALL BE DONE IN ME PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON, ME QUANTITY OF WATER LOST FROM ME WIN SHALL NOT EXCEED ME NUMBER OF GALLONS PER HIM R AS LISTED IN CITY OF RENTON UTILITY SF ECIFICATIONS STANDARD PUNS B SPECIFICATONS 7.113(11). THE LOSS IN PREWURE SHALL NOT EXCEED 5 PSI DU RING THE 2 HOUR TEST PERMAD, 1B. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY ME INJECTION OF A SO PAM (MINIMUM CONCENTRATION) CHLCRINEAVATER SOLUTION. DRY CALCIUM HYPOCHLOUIE SHALL NOT BE PLACED IN THE PI PE AS UI D. CHLORINE SHRILL BE METEREDMJ ECTED IN ACCORDANCE WITH SECTION 7113(12)E OR7-113(12)' OF ME STANDARD SPECIFICATIONS REFERENCEDABOVE. 19. A PRELONSTRUCTION CONFERENCE IS REQUIRED PRIM TO ANY CONSTRUCTION,A MINIMUM OF FTWE (5) WORKING DAYS NONCE IS MEN RED FOR SCHEDULING. 20. TWENTY-FOUR(24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE C IlY AND NOTED ON TH ESE APPROVED PUNS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH ME CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY FINE AND MADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PUNS OR WHERE DIRECTED BY ME CIN..MEEXISTING MANHOLES, CATCH BASINS OR INLETS SHALL BE ADJUSTED TO THE GRACE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHML BE INSTALLED AND IN OPERATION PRIOR TO, OI IN CONJUNCTIONWIIH, ANY CONSTRUCTION AGTMTY UNLESS OTHERWISE APPROVED BY THE CITY, 12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDAAD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR TH E TOP OF TH E F W NDATION 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 AUNIFOWLY DENSE, UNYIELDING WE ALL PIPE BEDDING AND BACOILL SHALL BE AS SHOWN ON ME CITY STANDARD PLOP 22000, M 10, AND 220.20. 13. STEEL PIPE SHALL BE KUMINIZID, OR GALVANQED NTH ASPHALT TREATMENT I, 2.OR5 INSIDE AND OUTSIDE. 14. ALL MANAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT LOCKING LIDS PER ME CITY STANDARD PLAN 201.10, M420, 2N.31.10. AND 204 W SMUCMRES SHALL HAVE • RECTANGUUR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF ME ROADWAY. • ROUND, SOLID LIDS WHEN NOT WLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY BUT OUTSIDE OF THE CURBIGUIIER LINE. • ROUND, SOLID LOS DISPLAYING ME CITY LOGO MEN WITHIN ME PUBUC RIGHTOF-WAYOR IN AN EASEMEWTOMECItt PRIVATESTRUCNRELIDS OUTSIDE PUBLIC RIGNTLF-WAY AND EASEMENTS TO ME CITY SHALL NOT DIWUY ME Cltt LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT MOMS AND MIMING SETBACKS LINES OF THE RENTON SWDMI. I& LIDS OF MANHOLESICATCH WINS WITHIN PUBLIC RIGHTAFWAY SHALL NOT BE AWUSTE TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLNGATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WIN FINAL FINISHED GRADES, UNLESS OTH ERMSE SHOWN. R. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT OF WAY SHALL BE OF SUFFICIENT LENGTH TO%ROUNE A MINIMUM 3'.1 SLOPE FROM THE EDGE OF ME DRIVEWAY TO ME BOTTOM OF ME DITCH. 21, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. UL INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER A➢PMCADONS, CONSTRUWON PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO ME CITY OF RENTON, MH ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON. EXCEPT NET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM ME PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATE RATS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ONSIM PRICK TO CITY NOTIFICATIONS. 24. 1 N SPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF TH E CITY OF RENTON. IT SHALL BE TH E CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE CF BACKFILLING ALL CONSTRUCTION. TH E CONTRACTOR, AS WELL AS ME ENGINEERS, SHALL KEEP AS BUILT DRAWINGS. 25. CONTRACTOR TO PROMDE PLUGS AND MMPOARY BLOW OFF MGM BUSS FOR TESTING AND PURITY ACCEPTANCE PRIM M FINAL TIE-IN. Z6. ALL JOINT RESTRAINT SYSTEMS(SHACKLE RODS. NIBS. BOLTS, ETC) SHALL BE AS MANUFACTURED BY TH E STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SANDI TO A MINIMUM DEPTH OF MD (1INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CCNCREIE, PAVEMENT, SIDEWALKS,CUM, GAMER$, AND DRIVEWAY APPROACHES SNAIL BE SAWCUT TO MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT a, ATEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INRIAL EXCAVATION WITH A PERMANENT, SEALED PATCH i0 BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINK PATCH.' M. FOR MY PROJECTS SUCHASTELEMEMY CONDUITTHE PVC PIPE LBEDSHALI CHEMICAL PROCESS LINESSHALL BE SCHEDULE SUNG PIPE. SCHEDULE W IN UNIMPROVED 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF CITE (1) FOCI AND SHALL MEET ME FOLLOWING SMCIFIGTIONS'. 4-8INCH ROCK] 40-TIC PASSING; • 2.4INCH ROCK. 130.40N PASSING; AND • LESS THAN 2 INCH ROCK 110.20%PASSING, 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS WALL NOT BE I INTERCONNECTED AN D SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON MEEDE, UNLESS APPROVED BY THEON. FOOTING DRAINS SHALL NOT BE CONNECTED TO ONSRE BURS. 20. THE END OF EACH STORM DRAIN STUB SHALL RE CAPPED. A CLEANOUT TOPPED NTH BOLTLUOCMNG LID MARKED 'STOW OR'DFARKWALL BE LOCATED AT THE PROPERTY LINE OR AT ME POINT OF CONNECTION OF A PRIVATE STORM DRAI NAG E CONVEYANCE SYSTEM 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR UNE AND MADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE FRONDED TO THE CITY PRIOR TO CMSMUCTION. M ALL NEWLY -INSTALLED AND NEWLY.REHABILITATED(PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SI BE INSPECTED BY MEANS OF REMOTE COW ACCORDING TO THE CITY STANDARD RAN 28800. COW INSPECTIONS AND REPORTS SHALL BE SUWHOM TO ME CITY PRIOR TO RECEMNG APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDICRPAVEMENT. 2K ALL STORM SYSTEMS AND CCNNEWONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7M3U) OF THE MOOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT ME SAME TIME THE MAIN STORM IS TESTED. N. FORkLDISTURBEDPEIMOUSAREAS(COMPACMD,GRADED, LANDSCAPEDETC)OFTHE DEVELOPMENT SIM, TO MAINTAIN ME MCISNRE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE ME EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEN D ME $01 L WITH COMPOST IN ACCORDANCE BOTH STANDARD PLAN 2"00. 3, ISSUANCE OF THE BE I MIND OR CONSTRUCTION PERMITS BY THE CITY DOES NOT REUEVE ME APPLICANT OF TH E CMMUING LEGAL OBLIGATION ANDICR LIABILITY CONNECTED NTH STCRMWATER DISPOSAL. ME CITY WES NOT ACCEPT ANY OBLIGATION FORME PROPER FUNCTIONING AND MAINTENANCE OF ME STORM SYSMM PROVIDED DURING CONSTRUCTION. 26, ADEQUATE SAFEGUARDS. SAFETY DEVICESPROTECTIVE EQUIPMENT. FLAGGERS. AND ANY OMER ACTIONS NEEDED TO PROTECT THE LIFE, REALM. AND SAFETY OF ME PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN ME TRAVELED RIGHT-DF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REWIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF ME NEWT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED NTH IN THE GINS AQUIFER PROTECTION AREA (ARA)SMA LCOMPLY WITH SPECIAL REQUIREMENT N OF THE RENTON SAAW AND AMIMR PRWEnONJ REGULATIONS BWC"050). 28, PLACEMENT OF SURFACE APPURTENANCES (CATCH WINAMAMME LIDS, CLEANOUTS, INLETS,ETC) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LINES, BIKEIANES, SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPU RMNANCE PLACED IN A SIDE WALK OR CR W S WALK SHALL BE FITTED WITH A NONSLIP CANON,I UD PERA➢A REW INTERMENTS. 29. CIFARLYUBELPUBUCANDPRNAMSYSIEMSONTHEFUNS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY ME APPLICANT. W MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 42.1 AY OF ME RENTON SWUM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF N INCHES PER ROM MMEDIAMLY AFTER THE PAVEMENT SURFACE HAS BEEN WEWED CONTINUOUSLY FOR AT LEST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED ARM TO CONSTRUCTION APPROVAL OF ME PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHIOI5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ON LY A MINOR MOUNT OF WAMR PONDS OR RUNS OFF ME SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET ME MINIMUM RATE OF ABSMFFON. AT LEAST CITE TEST SHALL BE CONDUCTED PER 1,W SQUARE FEET OF PERMEABLE PAVEMENT. IF THISTEST IS NOT CONCLUSIVE, MEN ANOMERTEST PERASTM C1701 SWAULBE CONDUCTED. FOR LARGE AREAS(EA PALMING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER MUCK DISCHARGING WATER ATA RATE SIMILAR TO ME BUCKET TEST PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781, CCD tt6 JSB 07/30/21 �P*®JAL �'^ w 1F, � ®'EB CITY OF d. RENTON DATUM "4 DJ Planning/Building/Public Works Dept. .WWI BDA REVISION BY DATE J1PPR ro J58 AS NOTEDcr R-418513 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ScottWarlick 8/30/2021 WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS UTILITY NOTESII U) 00 T C) GA Lao x of 1 I�I'Pt � LDD _ EXIST/N S X 1 O O M mmmi LOD 1 — _ P1 1STS\ _ n'z �s 11Pz i Lon i 1��_ 1���1 III 1P1 _ mO 7 B s TO, n- I 1 26 �x za zsi LOD ��������� I 1 f L=m�� LD .w SDP �� \�25�/ a r — --- — SDP — — — — — — — — — ® a 8L LOD I CL 81 {f ZC CC of Sf - 1 II IN-..,._ B 1 1 SDP N 1�L agimmTaw LOD I = IT VDA - - 1 �✓ 1, "SDP 1 1 <`_ �,I `� GO — — — — — r 1 �21 22 23 24 38® 39 w 11 1 I 1 1 1 e _ 1 SDP N WW IF oD — — — — — ' ____ _________2v-____ f _ _ _ _ _ _ —MID, _! 1® -- 25, 1,1 - r 1 ® / y� a 00 1 i EROSION AND SEDIMENT CONTROL NOTES L BEFOREANTCONSTRI IONORDEVELOPMENTACTIVIWQGGURS. APRE"CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CO. THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY( CONSTRUCT ON STORM WATER GEN ERTL PERMIT, IF R IS REQUIRED FOR THE PROTECT THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MNIITCAING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT 3. THE USE PLAN SET SHNL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. <. THE BOON GAMES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAB(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF ME CItt OF RENTON SURFACE WATER DESIGN MANUAL (RENTON BYNM) PRIOR TO THE START OF CONSTRUCTION. WRING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND ME CLEAVING LIMITS SHALL BE PERMITTED ME CLEARING LOU In SHALL BE MAINTAINED BY THE APPLIM IPSC SUPERVISOR FOR THE SCRATCH O CONSTRUCTION. 5, STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING BE CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ME KEPT CLEAN AND TRACK OUT TO ROAD RIGHTOF WAY DOES NOTOCCUR FOR THE DURATION CFTHE PROJECT. E SEDIMENTIS TUCKED OFFSITE. PUBLIC ROAD$ SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTY DURING WET WEATHER, ASNECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF NE STATE. S. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED WRITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY DO NDT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. ]. ALL REQUIRED USE BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANONR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER DRAINAGE SYSTEMS AN D ADJACENT PROPERTIES. ALL ESL BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH THE THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ONSITE EROMON HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST THE IMPLEMENTATION, MAINTENANCE, REPLACED ENT , ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF TH E APPLICANT N0, 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE MURAL, TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY 8, THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, WE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON TIE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, R SHALL BE TIE OBLIGATION AND HESPONSIBI LILY OF THE APPLICANT TO ADDRESS MY N EN CONDITIONS THAT MAY BE CREATED BY THE ACTMT IES AND TO PROVIDE ADOUICNAL ESC BMPS, EVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS FLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SITE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO ME CITY FOR RENEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER I ST THROUGH ARIL 33TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST THROUGH SEPTEMBER BOTH) SHALL BE IMMEDNTELYUMILIZEDWITHTHEA ROVEDESCCOVERMETHODS(E.G., SEEDING. MULCHING. PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX OF THE RENTON SWOM. 13. NET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER ISE AND APRIL WTI, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANYAREANEEDINGADDEBONALESCMEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTS➢ AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR W ITH I N N HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REWIRED BY THE CITY 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTMtt, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.R SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS ME RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED So OF THE CAPACITY OF THE CATCH BASIN$UMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO WE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMNATER FMILItt LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS ANN SHALL MOVES ADEQUATE STORAGE CAPACItt. IF TIE TEMPORARY FXILItt IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, ME TEMPORARY FM ILHY BULL BE 19. AREAS DESIGNATED ON NE PLPN(SI CONTAINING EXISTING STORMWATER FACILITIES OR ONSITE SUPS (MENDED SOILS, BICRETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20, PRIOR TO NE BEGINNING OF THE WET SEASON (OCTOBER ISTI. ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR ME WINTER WINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ME WEEK OF ME BEGINNING OF THE NET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED ANN THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO TIE CITY FOR REVIEW. 21, PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROTECT SNE SHALL BE STABILIZED THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LAN ESCAPED BEFORE OCTOBER 1 ST. 22, ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STAB ILIUSTION AND EROSION CONTROL ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAKING WAILS. AIL ROCKERIES IN CITY ROAD RIGHTS,0E-WAY SHALL BE CONSTRUCTED IN ACCORDANCE NTH KEY MAP APPROX. 1' _ ]W EROSION & SEDIMENT CONTROL LEGEND LOD LIMITS OF DISTURBANCE ROCK SOCK SDP SILT DIKE ON PAVEMENT ®l I _.I IP7 INLET PROTECTION ®� Igm IP2 INLET PROTECTION PROPOSED ASPHALT PAVEMENT PROPOSED LANDSCAPING SBPPP NOTE CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION, CONTRACTOR SHALL UTILIZE BMPS (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LDCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY 0 AND SURFACE EVIDENCE AT THE DARE OF 0 SURVEYEYAND IS i0 BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT ITHE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF Knowwharsbalovift. ALL UTUTIES, PUBLIC OR PRIVATE, WHETHER SHOWN CNN before You dig. ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION, 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GRAPHIC SCALE 10 0 5 10 20 AO (IN FEET) liftsh loft R-418514 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Q Scott Warlick 8/30/2021 TJKAS NOTED w ""°'°'e/'°°I DnruM CITY OF ; RENTON Planning/Building/Public Works Dept. WALMART#2516 WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL PLAN Mo% JSa °"°'""M8B � � n� REVISION BY DATE APPR ...ewE� n Iz _0 U) z CL W d U d I— J ► i 00 v CONSTRUCTION AREA A L FLOW ``•tit"y'•..H+, I I H-r.;.,w E . APRON .; �•:.�.-i! . . O. sn' I I p' r. :0'7„ N N hJ4.`Y.yJ. y 2 NS 1 1 . IN Alt'3 z ell FAn�.4R' !.�, i ^ r�•'.• I I .ADHERIVU ;•. • sC r. ERA M. DIKE PLAN VEIW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN Al J OVERLAP PER MANUFACTURER'S RECOMMENDATIONS 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. EXISTING CONCRETE OR FLOW + ASPHALT PAVEMENT Of a. ..0 Jn '. J•u. ... .. M•'•u•'N J• uu.. ADHESIVE SECTION A -A `ADHESIVE SILT DIKE DP (ON EXISTING PAVEMENT) Wu WIRE MESH -- CONCRETE BLOCKS 00' KOS' j ". yFILTERED _ SEE NOTE WATER 00' 000, RUNOF a FINISHEDGRADE GRATED INLET GRATED INLET AGGREGATE GORE El PLAN SECTION NOTES 1. PLACE CONCRETE BLOCKS INA SINGLE ROW AROUND PERIMETER OF INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2L HEIGHT OF BARRIER NAMES. USE STACKS OF 4', SE, OR 12'BLOCKS. MIN. HEIGHT OF BARRIER SHP BE 1T AND MAX. HEIGHT SHALL BE 24'. 3. PLACE HARDWARE CLOTHWIRE MESH W/MAX. LT OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. ME AGGREGATE SHALL BE SEE T ANGULAR CLEAN STONE, WHICH WILL SLOW THE FLOW OF THE WATER AND ALLOW IT TO FILTER THROUGH AND OVER ME MATERIAL BEFORE ENTERING ME INLET. MAINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WUMN ME CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGRADIENT OF THE INLET 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY, WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER MAN THE ENO OF THE FOLLOWING BUSINESS DAY. 3 INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MY CAUSE DOWNSTREAM FLOODING. 4. CONTACT THE DEC FOR ALTERNATE INLET PROTECTION IF TIE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BOPS, ADJACENT SLOPES. ETG, DUE TO PENDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED, 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. 8BLOCK AND AGGREGATE INLET PROTECTION 8 TS. CONCRETE A BLOCKS AGGREGATE 00 00 Ll 00 0.0 010 10 00 10 10 GUTTER WIRE MESH CURB CURB INLET A PLANWIRE MESH MAINTAIN MAINTAIN ACCESS TO COVER FOR INSPECTION CONCRETE BLOCKS FILTERED WATER CURBINLET ERuxVF y `' z AGGREGAT CONCRETE GUTTER SUB -GRADE SECTION A -A NOTES: 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF CURB INLET ON THEIR SIDES. WITH ENDS OF ADJACENT BLOCKS ABUTTING. 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4',8', OR 12-BLOCKS. TOP OF BARRIER MUST BE LOWER THAN TOP OF CURB ELEVATIONS ADJACENT TO INLET. MAX. HEIGHT SHALL BE 24". 3. PLACE HARDWARE CLOTHNJIRE MESH W/MA)L 12 OPENINGS OVER VERTICAL FACE OF CONCRETE BLOCKS. 4. THE AGGREGATE SHALL BE 3W-T'ANGULAR CLEAN STONE WHICH WILL SLOW THE FLOW OF WATER AND ALLOW IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET 5. IF ROAD OR PARKING AREA IS OPEN TO PUBLIC, VERIFY SUITABILITY OF BMP WITH AGENCIES HAVING JURISDICTION AND WITH DEC. AMINTENANCE NOTES: 1. INLET PROTECTION DEVICES MUST BE INSPECTED FOR SEDIMENT ACCUMULATION WITHIN THE CATCH BASIN (IF USING INSERT -TYPE DEVICE) OR UPGR UMENT OF THE INLET. 2. REMOVAL OF SEDIMENT ACCUMULATED IN OR ADJACENT TO A STORM DRAIN INLET MUST BEGIN IMMEDIATELY UPON DISCOVERY. WITH COMPLETION OF THE ACTIVITY OCCURRING NO LATER THAN THE END OF THE FOLLOWING BUSINESS DAY. 3. INLET PROTECTION DEVICES SHALL BE INSPECTED FOR UNINTENDED BYPASS OR IMPROPER FLOW -RATES THAT MAY CAUSE DOWNSTREAM FLOODING. 4, CONTACT THE DEC FOR ALTERNATE INLET PROTECTION IF THE DESIGNED PROTECTION MAY IMPACT DOWNSTREAM BOPS, ADJACENT SLOPES, ETC., DUE TO PENDING ISSUES. ENSURE THAT NO UNDERMINING OF INLET PROTECTION DEVICES HAS OCCURRED. 5. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING OR DETERIORATION. Pz BLOCK AND AGGREGATE CURB INLET PROTECTION N.T.G. SOURCE BOX LAST REVISED: WAL-MART STANDARD OCTOBER 2012 DETAIL SC-5 Rock Sock (RS) 1S" (WINDS) CRUSHED RCGK 8ENCLOSED IN WIRE MESH Y fMINJSI CRuslf➢ ROCK fp Ifsl WIRE TIE ENDS 1 :T o'A Cry SURFACE r x OR GROUND SURFACE L D=. sE aD SuaFACE, c UEPENoINC IN so1L ON EE O SEDIMENT LOAM ROCK SOCK SECTION ROCK SOCK PLAN MY GAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF IS' (MINES) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK. reDrvfORCED SOCK. AS AN ALTERNATIVE TO FILING UPSETS MR BETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 1'Y IY ADDHIONAL MARE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED ("ICALLY 12-INCH OVERLAP) TO AVOID CMS, 1. SEE PUSH KIDS FOR'. -LOCATION(S) OF ROCK SOCKS. LExmnn)n TABLE &ESE WE M0.55 PERCENT PASSING SQUARE MESH 51EVE5 x0. 4 2 ICE vC 90 - 100 20 - 55 $' 0 - 15 MATCHES SPECIFICATIONS FOR No. 4 COARSE AGCREGATE FOR CONCRETE RISE MSHTO RHO ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES. 2. CRUSHED ROCK SMALL BE Ih- (MINUS) IN SIZE WITH A REACTORS) FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON MIS SHEET (IX. MUM), J. WINE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESTL OR EQUIVALENT WITH A MAXIMUM OPENING OF X-, RECOMMENCED MINIMUM ROLL WIDTH OF M' 4. WINE MESH SHALL BE SECURED USING 'HOG RINGS" OR WIRE TEA AT B' CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OP SOCKS. 5. SOME MUNICIPALITIES MAY YLLON LIFE USE OF FILTER FABRIC AS AN AUIE9MIBE TO WINE MESH FOR ➢E ROCK ENCLOSURE, RS-1. ROCK SOCK PERIMETER CONTROL. RS-2 Urban DLainage and Flood Control District Novemba:2010 Utbm Storm Dmivage Criteria Mem1a1 Vo11we 3 1 ' • ' : NOTE:• " •' TO COMPLETETABLE• PROJECT SCHEDULE m�EYIE�EII•il®®�®�� 1WITH '®m�RYYEm�®®�®��'® �EEI�� 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 SEDIMENT CONTROL BASlN(SNClU%PUSA 1111111111111111111111111111111.111111111111111111111111111111111111111111111111111111■■■111111111111111111■111111111111 STRIP IT STOCKPILE TOPSOIL 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ROUGIAGRAIDING STORMI■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■I■ SITE CONSTRUCTION 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 PERMANENT CONTROL STRUCTURES 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 FOUNDATION IBUILDING CONSTRUCTION 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1) CONTRACTOR MUST COMPLETE TABLE WITH ESTIMATED DATES 2) TIME SCHEDULE MUST COINCIDE WITH THE SWPPP IMPLEMENTED R-418515 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Scott Warlick 8/30/2021 TJK fRR "°f'�fL"1 CITY OF WALMART#2516 D% Am AS NOTED JSB WALMART SUPERCENTER PICKUP EXPANSION "" MB RENTON CONSTRUCTION DOCUMENTS M. DATUM �sR amn CJ Plonning/Building/Public Works Dept. EROSION AND SEDIMENT CONTROL PLAN NOTES AND DETAILS NO. REVISION BY DATE APPR ANO BDA see ►n Print Form weet Form 5. . . cut, DEPARTMENTCOMMUNITY Renton AND ECONOMICIC DEVELOPMENT - TREE RETENTION WORKSHEET Nanning Ola on 1055 Sauth Grady W W-MMnn, WA 9057 PMne: 423I3072031 www.remmwa.gw 1. Total number of trey over V diameters, oralderor codonwood Dees a[ least Be in diameter on project she ran trees 2. DeduWws: Certain trees ale excluded from the retention calculation: Trees that are dangerous 0 trees Trees in proposed public Ar s 0 trees Trees in proposed private access easements/tracts o trees Trees In critical areas, and buffers 0 trees Total number of excluded trees: 0 trees 3. Entered &a2from OWre l: tin trees A. Next, to determine the number of trees that must he remineda, multiply&a 3 by: 03 in zones RE, H1, R-0, R-6 or Rd 0.2 in all other residential zones 0.1 in all commercial and industrial zones 12 trees S. Dst the number of Be in panel or alder or cottonwood trees over S" in diameter that you are proposing°to MWln: 117 trees 6. SummostOne S from One a for trees tobrreplaced: he linea1,amorleo,.mp here. nm replacement Wm am rewiredl Val trees ]. Multiply Nab by 13" for number of required replacement mares: from) inches & Proposed size of trees to meet additional planting requirement: IMlnmum Y maontrte methanol for rtol ern alternates 01 inches per tree 9. Divide One) by All 8 for number of replacement treeed: (if rem,Merrs5 or areareo routs up to Me near whole number) trees a4hwreNB.ar FuMun� nos dead, hermnervaedow, damaror whewae dimpeue W pewnew pmp Ma Norman ,Mope aciirect, or rertfunnbml, and ypr byMe Gry OM1Yalai , vela, warYMa, nreem; ifiv ... M;accounted dnwi dennean a d 4M a Orion ardithrow team A rMreaned ounUde M<Mlal areas and banner a TheC marenot rh rM ,pan inn of me ,,bar Wthem per, a IW7e amvi the requirednumberof protected tra man W rehlned replaamenr III with m Ieaat a Molnol R9 nllprtgn vwl at We yn face (6) tall mall m gamed we con[ estaln.l. Rp per prohibited New m a placement tree,. Hipa\Mbyuo,rsempsutsel Each, WMwmvbmwrYT11 a Lion wow,eeaam pyAty TREE PROTECTION NOTES: 1. USE RENTON, WASHINGTON TREE PROTECTION CODE (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER INTEGRATION. 2. "PROTECTED ZONE' FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOTION OR CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREES PROTECTED ZONE. GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET OUTSIDE OF THE TREES DRIPLINE AND EXTENDING TOWARDS THE TREE (OR AS FARAWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE LANDSCAPE ARCHITECT. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS "PROTECTED ZONE' NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. 3. TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE FENCING CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE. THE CONTRACTOR SHALL INSTALL A LAYER OF MULCH, be 12" THICK OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN PLANTING OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED THROUGHOUT ALL PANTING AREAS IN A 3-THICK "PERMANENT MULCH LAYER. J. NECESSARY WORK: WHEN R BECOMES NECESSARY TO ENTER THE "PROTECTED ZONE', SUCH AS FOR FINE GRADING, IRRIGATION INSTALLATION, AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE FOLLOWING RULES: A. EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND PROTECTED TREES IN AS WIDE AN AREA AS POSSIBLE. B. TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER ROOTS 1-1IY' IN DIAMETER AND LARGER. WHERE ROOTS 1-112' IN DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN. C. WHERE ROOTS I-112- IN DIAMETER OR LARGER MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. PASSED CUTS GENERALLY DO NOT HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. D. WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS, THE CONTRACTOR $HALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY -CREATED TRENCHES, WHILE ADHERING TO THE CONDITIONS SET FORTH IN 3B. EXISTING PLANT LEGEND TOREMAIN O EXISTING DECIDUOUS TREES TO REMAIN =1 n PARKING LANDSCAPE CODE TO REMOVE C. POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS ANDIOR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE ARBORISTS WRITTEN APPROVAL. THE ARBORIST SHALL HAVE FINAL AUTHORITY OVER ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES. 5. PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE I ANSI A300 STANDARDS: A. REMOVE ALL DEAD WOOD. S. PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL FOR WIND TOPPLING OR WIND DAMAGE, OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25%OF ANY TREE LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTUREWANSI A300 STANDARDS, AND ONLY UNDER THE DIRECT SUPERVISION OF A CERTFIEDARBORIST. C. FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE WOUNDS SHALL NOT BE MADE. D. ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH TREE SPECIES. E. IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO, TOPPING','TIPPING",'HEADING BACK'.'DEHORNING', AND 'LIONTAILING' WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY FOR ALL WORK NECESSARY TO CORRECT SUCH PRUNING WHEN F. SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE CONTRACTOR SHALL CONTACT THE IRA AT (217) 3559111 FORA COPY OF THEANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT. S. LANDSCAPE AND IRRIGATION(NATIVE TREES ONLY). ANY FUTURE LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE FOLLOWING GUIDELINES: A. NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN SAW FROM THE TRUNK B. WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP IRRIGATION SHOULD BE USED WHEREVER POSSIBLE. ADDITIONALLY, ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN THE PROTECTED ZONE, SPACED FAR APART WHERE CLOSE TO THE TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE OF THE PROTECTED ZONE. EXISTING DECIDUOUS TREES TO BE REMOVED =3 FITD 0 " mEL3 It m _o V`i I m D STS� —xXx wgsrssr srs ° (� III III III III /,6� o sts — S Sts ____ ❑ k W W 6 ❑ S t t❑ O — —Rv __W IIIIIIIIIIIIII — .' �Li�'�I I I I I I I I' III I III 1 3Per�C 1 Fit IIIIIIIIII�III O W Hiffliki IINWI�" ln�I) III III III III III U V I l I I l I V 0 Q r C. d C C. C C C C C.TCT U11L 5� 111HIM hi HIM 11H F&Iwilm implim im 0 0 F11 - 111MInWHIMM]" O 0 GRAPHIC SCALE 50 0 25 aJ 100 200 (IN FEET ) Inch =W ft. CODE PROPOSED STALLS REQUIREOAREA PROPOSED PARKING LOT LANDSCAPE AREA PARKING LOTS WITH 100 8258TALL8 826 STALLS 28,3115E STALLS OR MORE MUST x 35 SF CONTAIN 35 SF PER SPACE 28S75 SF REOUIRED NOT FOR CONSTRUCTION TREE REMOVAL LEGEND TREE NUMBER SCIENTIFIC NAME COMMON NAME CALIPER INCHES CONDITION ACTION OTHER COMMENTS 1 LIQUIDAMBER STYRACIFLUA'PALO ALTO' PALO ALTO SWEETGUM T'$' GOOD REMOVE LOCATIONANDSIZETOBEVERIFIED 2 LIQUIDAMBER STYRACIFLUA'PALO ALTO' PPLO ALTO SWEETGUM 6'-T' GOOD REMOVE LOCATION AND SIZE TO BE VERIFIED 3 LIQUIDAMBER STYRACIFLUA PALOALTO' PALO ALTO SWEETGUM 6'-7' GOOD REMOVE LOCATION AND SIZE TO BE VERIFIED :URRENT PLANNING aR AMorganroth OB/31/21 1 a T 1 VV 1 V TJK Imm®e!/L Mo tep/mmr CITY OF WALMART #2516 07/29/ WALMART SUPERCENTER PICKUP EXPANSION °Bo .. RENTONPA 1sB CONSTRUCTION DOCUMENTS IImRO DATUM "� ca Plonning/Building/Public World Dept. LANDSCAPE PLAN L 1 N0. REVISION BY DATE APPR e"� BDA 15 00 T .ROCK TYR Ni d 1 I M BOER -�__-_--ems.-- ;�---- 4 11 1 y� — � I y 40 41 $i3 � SH i$ i3(s s n I ze I I TFT"®T s s L-------------y -- ----------- --1_;� I W� C 77 LANDSCAPE GUARANTEE AND MAINTENANCE N 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND 0a< IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE e CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, MY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN. AND HEALTHY CONDITION FOR A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS WEEDING, REPLACEMENT OF MULCH REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SMALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER TO AVOID FREEZE DAMAGE ON PLANTINGS THE SO DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK. 3. DURING THE LANDSCAPE MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONYING SHALL BE REPAIRED TO ELIMINATE PENDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION / OF THE LANDSCAPE ARCHITECT AND OWNER. 25 I 26 1 27 I 28 1 29 I 30 (C 1 u I cf I if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fiO UNDISTURBED NATIVE SOIL. 8 9 10 II 12 r/ I ff // � 51 91 Ll 9l L 1_ I IIIIT\ I�N.�• ,N1 I � I � ------------------------------------------------- I CAUTION FLIMFIDTIR ITIES EXISTWITHIN CONSTRUCTIONS.CONTRACTOR I$ RESPONSIBLE IDENTIFYING THEIR LOCATION PRIOR TO CONBTRU LTION. EF­ DECIDUCLISSHRUDS MULCH T q \INTERIOR TREE PLANTING DETAIL L SCALE: NOTTO SCALE 1O TREE CANOPY. NOTES: ONYLON TREE STRAPS AT ENDS OF WIRES- 1' SCARIFY SIDES OF PLANING PIT PRIOR TO SETTING SECURE TO STAKE OR DEADMEN WITH NAILS 2 REMOVE EXCESS SOIL APPLIED ON TOP OF THE OS 12 GAUGE GALVANIZED WIRE. SECURE TO ROOTBALL THAT COVERS THE ROOT FEARS. THE TRUNK JUST ABOVE LOWEST MAJOR RANTING HOLE DEPTH SHALL BE SUCH THAT THE BRANCHES. FOOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3NS-ABOVE FINISH GRADE. O 2P X WVPVC. MARKERS OVER WIRES. S. CUT OFF BOTTOM VS OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF O5 PRESSURE -TREATED WOOD STAKE. P DIA BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL EXTEND STAKES 12- MIN, INTO UNDISTURBED NYLON TIES, MANE, ROPE, AND OTHER PACKING SOIL, MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. O6 PRESSURETREATEDWOOD DEADMEN, TWO 4, TREE WRAP IS NOT TO BE USED ON ANY NEW PERTREE(MIN.). BURYOUTSIDEOF PUMINGS EXCEPT IN LATE FALL PLANTING RANTING PIT AND I8-MIN. INTO SITUATION$ AND ONLY THEN AFTER CONSULTATION UNDISTURBED SOIL. WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK SURE TO LOWEST MAJOR O TRUNK FLARE. BRANCH. 5. REMOVE AIL NURSERY STAKES AFTER PLANTING. OWOOD MULCH TREE RING 3' DIA MIN. TYPE 5. FOR TREES OVER Y CALIPER, USE THREE STAKES OR AND DEPTH PER PLAN$. DO NOT PLACE DEADMEN(AS APPROPRIATE), SPACED EVENLY MOUND MULCH WITHIN T OFTRUNK. TREE. T DO NOT ALLOW AIR POCKETS TO FORM WHEN Op FINISH GRACE. SEE PLANTING PLAN FOR B.4CKFILLING. GROUND COVER TREATMENT 10 ROOT BALLSEE NOTE 3, THIS DETAIL BACKFILL AMEND AND FERTILIZE ONLY AS STARING EXAMPLES (PLAIN VIEW) 11 RECOMMENDED IN SOIL FERTILITY ANALYSIS. UNDISTU NATIVE SOIL 12 SO" OR OTHER 1 13 SOFi VELCRO,OR OTHER FABRIC WRAP /^y 14 CENTRAL LEADER, SEE PLANTING NOTES B O } PREVAILING PREVAILING WIND$ WINDS GENERAL 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS. 2. LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT OUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SMALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS. 3. CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS. 4, ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT. 5. THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS TO REMAIN'. ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SMALL BE REPLACED WITH THE SAME SPECIES SIZE AND QUAMITY AT THE CONTRACTOR'S OWN EXPENSE. AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLAINS (AS APPLICABLE). 8. LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CRY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. T. ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, METTE. 8. FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOT$, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION. 8. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 10. WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED. 11. ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION. 12. LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FINISH GRADING AND SOIL PREPARATION 13, CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PoNDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE BONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 14. AFTER FINISH GRADES HAVE BEEN ESTABLISHED. IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN 15, THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE OWNERIOWNER'S REPRESENTATIVE CONSIDERATION. 16. AT MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC YARDS AND AMMONIUM PHOSPHATE I6-2" ATA RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST SHALL BE MECHANICALLY INTEGRATED IWO THE TOP 6 OF SOIL BY MEANS OF ROTOTLLING AFTER CROSSRIPPING. GROUND COVER 8 PERENNIAL BED AREAS SHALL BE AMENDED AT RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 CBS, OF 12-12-12 FERTILIZER PER CU. YO, ROTOTILLED TO A DEPTH DEW. NO MANURE ORANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. PLANTING IT ALL DECIDUOUS TREES SHALL HAVE FULL, WELL -SHAPED HEADSIALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIG$ AFTER PLANTING. 18. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. IL ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO'T-$TAKE$' SHALL BE USED FOR TREE$. 20, ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY AND FREE OF INJURY, BROKEN ROOT BALLS PESTS, AND DISEASES. AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE'AMERICAN STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES, 21, ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 22. ALL TREES PUNTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 23, ALL PLANT MATERIAL SHALL NOT BE PUNTED PRIOR TO INSTALLATION OF TOPSOIL. 24, ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING FOUNDATION$. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND W INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN. 25, THE DEVELOPER. HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE. 26, A3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 27. LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC. MULCHING 28, AFTER ALL PUNTING IS COMPLETE THE CONTRACTOR SHALL INSTALL A MINIMUM 4- THICK DYER OF MULCH AS SPECIFIED IN THE PLANTING LEGEND. INSTALL A4' THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PUNT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH. 23, ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE. SIT INSTALL DEWIT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED. 31, ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 32, ALL PLANTING AREAS WITH LESS THAN A 4a GRADIENT SHALL RECEIVE A LAVER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT I CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4.1 OR STEEPER. OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 33, ALL PLANTING AREAS ON SLOPES OVER 41 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLL$. NETTINGSHALL BE NCT425, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PUN. R-418517 NOT FOR CONSTRUCTION NOT TO SCALE uao SIM& ND;�/y _ a!PP j07/2 TJK 10®KML 11�D 1N/MI CITY OF WALMART #2516 9/°'°USE WALMART SUPERCENTER PICKUP EXPANSION BO( RENTON pJSB •CONSTRUCTION DOCUMENTS0 DATUM INNER; cJ Plonning/Building/Public Works Dept. LANDSCAPE PLAN L,2 NO. REVISION BY DATE APPR J^'� BDA ses 17 0