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HomeMy WebLinkAboutzR-3737 SetCIVIL GENERAL NOTES m \25 50 100 Ile b Z q,Y ✓��� 5y meat A0 .r 7 v VIP 1 O• n � rO f D � r b APPROXIMATE LOCATION OF COMMUNICATION •N% ! '1Op i ♦.. 1; �P ` \ CONDUIT RUNS TO STORE. SEE SITE PLAN , tf• , s`�Q - �2 , \ FOR CALLOUTS. CONTRACTOR SHALL Q COORDINATE EXACT ALIGNMENT KROGER P.M. C a• $ $y't` LOT LINE\ PHONE ROOM LOCATION SEE DETAIL 3 /C8 FOR BUILDING PENETRATION DETAIL. EXACT LOCATION TO BE DETERMINED BY KROGER P.M. C1 OF 10 CIVIL GENERAL NOTES C2 OF 10 DEMOLITION AND T.E.S.C. PLAN C3 OF 10 SITE IMPROVEMENT PLAN C4 OF 10 GRADING PLAN C5 OF 10 STORM DRAINAGE UTILITY PLAN C6 OF 10 SANITARY R A WATER SEWE AND UTILITY PLAN C7 OF 10 CONSTRUCTION DETAILS C8 OF 10 < CONSTRUCTION DETAILS C9 OF 10 CONSTRUCTION DETAILS C10 OF 10 CONSTRUCTION NOTES L1 OF 6 PLAZA AND GREEN SCREEN LAYOUT PLAN L2 OF 6 PLAZA AND GREEN SCREEN NOTES AND DETAIS L3 OF 6 LANDSCAPE PLANTING PLAN L4 OF 6 LANDSCAPE PLANTING NOTES AND DETAILS L5 OF 6 LANDSCAPE IRRIGATION PLAN L6 OF 6 LANDSCAPE IRRIGATION NOTES AND DETAILS LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANY'S SUBDIVISION GUARANTEE, THEIR ORDER NO. NCS- 520798 -OR1, DATED APRIL 9. 2012 AT 7:30A.M.) PARCEL F CITY OF RENTON BOUND ARY LINE A DJUS T MENT N0. LUA 99 - 017 RECORDED UNDER RECORDING NUMBER 9904069001, IN P F 00 BEING A PORTION ON 0 HENRY H. TOBIN DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11. 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20110811001002. APN: 000720 - 0209 -08 NOTE: THIS SURVEY REPRESENTS ONLY A PORTION OF THE ABOVE DESCRIBED LAND. HORIZONTAL DATUM - BASIS OF BEARINGS THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CITY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CITY OF RENTON CONTROL POINT NO. 60 AND CITY OF RENTON CONTROL POINT NO. 1898 WAS HELD FOR ROTATION BEING NORTH 67 23' 14" EAST. VERTICAL DATUM - BASIS OF ELEVATIONS (NAVD88) THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CITY OF RENTON. CITY OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (NAVD88). SITE BENCHMARK: FIND LEAD AND TACK IN MONUMENT CASE IN INTERSECTION OF RAINIER AVENUE SOUTH AND RENTON CENTER WAY. ELEV = 29.69 (NAVD88) SITE ADDRESS: 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SHORING AND DEWATERING NOTE THE GENERAL CONTRACTOR SHALL REVIEW PLANS, NOTES, AND GEOTECHNICAL ENGINEER RECOMMENDATIONS FOR SHORING AND DEWATERING MEASURES REQUIRED FOR EXCAVATIONS. COSTS FOR PROVIDING AND IMPLEMENTING THESE MEASURES ON THIS PROJECT SHALL BE SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSALS. SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT RAS BEEN PREPARED FOR THIS PROJECT GEOTECHNICAL ENGINEERING REPORT: FRED MEYER 459 FUEL STATION - RENTON, WASHINGTON DATED: JUNE 5, 2012 PROJECT NO.: 2012 -247 SOIL REPORT PERFORMED AND PREPARED BY: THE RILEY GROUP INC. 17522 BOTHELL WAY NE BOTHELL, WA 98011 PROJECT CONTACT: ERIC L. WOODS, LG (425) 415 -0551 EARTHWORK QUANITIES: FOR PERMIT PURPOSES ONLY GRADING = 2,500 CY EXPORT MATERIAL SHALL BE DISPOSED OF OFF -SITE AT LOCATION APPROVED BY CITY OF RENTON SITE AREA: EXISTING SITE AREA = 1.13 AC AREA DISTURBED DURING CONSTRUCTION = 1.13 AC NO RIGHT -OF -WAY DEDICATION REQUIRED. CONTACTS: OWNER/APPLICANT- FRED MEYER STORES, INC. P.O. BOX 42121 PORTLAND, OR 97242 PHONE: (503) 797 -5617 CONTACT: JAMES COOMBES EMAIL: JKMES.000MBESOFREDMEYER.COM THE KROGER CO. 3800 S.E. 22ND AVENUE PORTLAND, OR 97202 PHONE: (503) 797 -3026 CONTACT: BRIAN PETERSON EMAIL: BRIAN.PETERSONOKROGER.COM ENGINEER: SOILS ENGINEER: BARGHAUSEN CONSULTING ENGINEERS. INC. THE RILEY GROUP, INC. 18215 72ND AVENUE SOUTH 17 BOTHELL AY 522 BO ELL W NE KENT, WA 98032 BOTHELL, WA 98011 PHONE: (425) 251 -6222 PROJECT CONTACT: ERIC L. WOODS, LG CONTACT: JASON G. HUBBELL, P.E. (425) 415 -0551 EMAIL: JHUBBELLOBARGRAUSEN.COM t2 SURVEYOR: POWER COMPANY- BARGHAUSEN CONSULTING ENGINEERS, INC. PSE /POTELCO 18215 72ND AVENUE SOUTH JOSE VEGA KENT, WA 98032 (425)766 -0993 PHONE: (425) 251 -6222 M CONTACT: DENNIS SALTYS, P.L.S. fV EMAIL: DSALTYSOBARGHAUSEN.COM •G Table of Recorded Covenants, Conditions, Restrictions and/or Easements Slialdgd Documents May Impact the Proposed Development of a Fred Meyer Fuel Center #459 / Renton Center 4315. Rainier Ave. Renton, WA 98057 - Parcel No. 000720-0209.08 t n n n Project d: 13245 n t2 O O Drown By: W N N N Y N 1 " =50' M n 0 rc fV tV •G m in O m rwSJ c O 1 355959 Unknown Seattle - Tacoma Power Company Easement, Power lines and poles Not mappable 0 0 A 0 Easement Powerjlrle5aid easemejR waFSOi yetl tpA Cityof . 2 ' - < * 3; -s g „ T NAIt ERm;1HP 5eettle)1Y fn5Ln11jleM Cewrded under Rec97d cx w. The.- �.,: , Assliown.. b r32)77�180 1W .1..y � r•` ?lorfItearte MGM'- ofaari II- Fl4�sjFsl }?the City Of .. `,:?it 00U. `Su - eS9atd45t lo[,CWK'EausB;Ne:Onr1705924. 3 3664599 10/18/1945 United States of America Deed /Easement - Electric power transmission line Not mappable 4 3664560 07/16/1946 City of Seattle Easement - Double circuit transmission line Not mappable 5 5051341 06/24/1959 State Of Washington Deed - reserving all oil, gases, coal, ores, minerals, fossils etc., and the Not mappable right of entry for opening, developing and working the same. 6 5259593 02/02/1960 City of Renton Easement -Sewer Not mappable 7 5820505 10/20/1964 Puget Sound Power & Light Easement - Underground electric system Not mappable Company Renton Shopping Center 8 921010320 10/14/1992 Covenants, conditions, restrictions and /or easements Not mappable Associates es 9 I.: ;92101403214+ 77777 ^EadeinentnHreilane`attd0 "'S _._ Easerne6Rf'.:$ v.' ; AsshbWn'. > 10 9211241168 11/2411992 Puget Sound Power and Light Easement - An underground electric transmission and /or distribution Not mappable Company system Puget Sound Power and Light Easement - An underground electric transmission and /or distribution 11 9410201209 10/20/1994 Not mappable Company system 12 •.$6 7�9 ���y/199i`y ` fj qly oTilell , EaseYent Aheasgment forpublicY101ides (InSlutli water wpste. r ' As shq 13 9510090750 09/25/1995 City of Renton Easement - Public utilities Not mappable 14 ;_9708110701i'1 : Z& I. ;dfRe`AW6 -- �•. Easement- s t As shown , 15 199906i. 11 _ Rndi o* ? , a ef nda Lin$eWSa ° 34b1711.tii , , :'.; , , Asshown: Covenants, conditions, restrictions and /or easements- Document(s) 16 9904062560 0410611999 Roundup Co. declaring modifications thereof recorded November 27, 2002 as Not mappable 20021227003834 of Official Records $' •+ of ReMOn SOU' zolYO6i3oDioo3 x �/is/zoi} i4cF4M45f € ti i3 Eass e sment 1 i ComRluMCatians COrporaljon�nd . r I r _, - °s s 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A. SITE EXCAVATION AND GRADING, B. INSTALLATION OF SHORING SYSTEM, C. OVEREXCAVATION FOR PLACEMENT OF STRUCTURAL FILL (WHERE APPLICABLE), D. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION, E. VERIFICATION OF SOIL- BEARING CAPACITY, G. PLACEMENT OF UNDERGROUND STORAGE TANK BACKFILL. 5. PROVISIONS FOR SOILS ENGINEER SPECIAL INSPECTIONS SHALL BE INCLUDED IN CONTRACTOR'S BID PROPOSAL. S 2ND ST S 3RD SITE P vy v 9F �M1 S VICINITY MAP GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND /OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE - CONSTRUCTION MEETING(S). B. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE- QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND /OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE CITY PUBLIC WORKS DEPARTMENT. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS /MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. CITY OF RENTON a�.t 7z Approved b f VSa-,- Date. PP : Y Call Toll Free 1 (800) 424 -5555 [ Date: It tq slt� Approved . TWO WORKING DAYS Approv Date:4 BEFORE YOU DIG ^n^� r / Approved by: I' LUL, V �4V Date: R=373701 WASHIN TON STATE DEPARTMENT OF ONATURALFRESOU OBTANING RESOURCES FOR REMOVING ANDS F T UTILITY CONFLICT NOTE:- CAUTIOI* THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTIUMES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1- 800 -424 -5555 AND THEN POTHOLING mr�GHq(���Z 0 U ys Qy, 6l1,40 ENO \HEM 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGNEERNG, LAND PLANKING. SURVEYING. ENVRONMENLAL SERVICES i T Ca a2 E� Os Uo tT,�on,n y WUno . n LNCOK a to m w w rc rc � o Cm I W W o. ¢ W REPLACING ALL SURVEY MONUMENTATION THAT MAY BE A FECTED 81 CONSTRUC ION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. C 'D ' R- 373�0 1 Cn z 0 (n L.I..I (Y 1i1 a v N n n n Project d: 13245 n t2 O O Drown By: W N N N rOV N 1 " =50' M n 0 rc fV tV •G m in O m rwSJ c O N O a n c o 0 0 0 0 0 o v o 0 0 0 a to m w w rc rc � o Cm I W W o. ¢ W REPLACING ALL SURVEY MONUMENTATION THAT MAY BE A FECTED 81 CONSTRUC ION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. C 'D ' R- 373�0 1 Cn z 0 (n L.I..I (Y 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CIVIL. GENEPAL NOTES FRED MEYER FUELNG FACLITY Permit No. U13001730 rowing No.: C1 of 10 I i K n Y x Y II 0 m O -mC � y� m +t r � D C) \ O z G \ 1i1 J N n J n Project d: 13245 Store #00459 Designed By: CMT Drown By: RDC Q G to Dole: M to 1 " =50' M n 0 rc uW� O D H rc o in rwSJ c s c a a m m a 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CIVIL. GENEPAL NOTES FRED MEYER FUELNG FACLITY Permit No. U13001730 rowing No.: C1 of 10 I i K n Y x Y II 0 m O -mC � y� m +t r � D C) \ O z G \ 1i1 N n a n Project d: 13245 Store #00459 Designed By: CMT Drown By: RDC Checked By: JH Dole: 9.7.2012 Scale: 1 " =50' Disk File: 13245-01-0 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CIVIL. GENEPAL NOTES FRED MEYER FUELNG FACLITY Permit No. U13001730 rowing No.: C1 of 10 I i K n Y x Y II 0 m O -mC � y� m +t r � D C) \ O z G \ DEMOLITION AND T.E.S.C. PLAN mP�G "q`'s�2 0 10 zo ao EROSION CONTROL CALLOUTS� _ Q PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT � 5" I EASEMENT TO CITY OF RENTO e• "n %;t #• ` p' 22.72 �f/�' PVC ESE - 7857•" + PER REC. No. 97osmOt -�� " °T°" /'" /� r ;!j' } #� \ SILT -LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C8, OR USE Cltt OF RENTON 21.23 LM O" CONC W -78'x§ i / c - ° STD. PLANS 216.20, 216.30, 216.40 OR 516.50. n U t' O \ (EXCEPTION qI MONUMENT SIGN TO REMAIN • \\ �,* A INLET PROTECTION O 27.60 • O / PROTECT FROM DAMAGE - - , •- "� (TYP -) © INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. O y V = 20.8E + / -' " -`' ''� - RI = 29.75 LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT 6, Q' / / / ONC S = 26.77 \ MANAGER. TA'G ENG \N MEASURE) ��, ,^ Goa / // 7 / B °ta „`.' -' , '' -'- e "� o -�r, NO W = 6.75 / Ih1= Z3 T ii T SLOPES). ,2 2 +'\s,5° CONSTRUCT 0 z 0 z 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP W 2:1 SIDE s z , /• \ © CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT 18215 72ND AVENUE SOUTH -,a INLET P TECTION G � 1 C N 6.40 \ SA WC T 1 / �/ s - v z" - p' (ttP.) / s /' �C v v SliT53 '931)' 514 9' tr''\ I _ (ENT, WA 98032 s oP =" z a r MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE. FILL AND COMPACT SUMP WITH 'I 425251 -6222 tt ,, - „ -``- z \ . STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION. REMOVE �NDIR C �X. / % </ n, s '\+r ry,.t3 t" ys \ e ° "" (425)251 -8782 FAX SIDEWALAC ANO AS HALL S / `D/ / -� �- _ \ \�'��, z-� z EX 'SR',PIPfE '' err, CIVIL ENGINEERING. WID MAKNING. r / I l' NECF�frSARY F W W& R / '/, P s '\ �, ✓ \TO .�. ✓'\\ �. sr \ �;;, SURYEI'NG, EIiJRONMENTAI SERVICES SERVI C NNECTI . q EROSION CONTROL NOTES ALET,_- TECTIONQ '1 e' CB -H ' ST v° - � s CB -I "/ ° " zzzc`V- >� %- . A A' 1 °r �,s ' •` ° !P �V �, 1. PUBLIC STREETS AND SITE PARKING /DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS FE E / �% " �A. C , A • V AV A , ,f' �'� DEMO ' .y R/W WORK \ GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND /OR OTHER APPROVED METHODS. 11 p R)�� C 28 b7 \,`'>" �� J CURB ,✓''° r.',J �� `� 7� 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST. CATCH BASIN(S) IN PROXIMITY OF 2J Q5 /r� Fir';,. "r �g �, r r �• r+" WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. LA)JDSC# P,E ,:4\ ° , \ \ ✓ >' ,J' �(0•FIPE TO' ,✓ P ,'rrJ ,r" @, _ \ \ \\ 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE , \ ,'\ .ADJUST LID TO MATCH ✓ P s ,y,r �-� \, TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. /I FINISHED GRADE, INSTALL ✓d S r p SOLID LOCKING LID. 6 "GATE \ ''i z d �P' s . \'.:, A 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF -SITE AT APPROVED �WA �- ` \ \ ' \ \, . \ -,•* / e" ;✓ ; ''� ,9' � *" '• ` LOCATION AND SHALL NOT ALLOW STORAGE ON -SITE. ALL FUELING STORAGE SHALL BE CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHALL '\ 1t_MF41 W CITY, DF- R NTJN Pr.t Er ry a `r' 4 ""`+7•+ ``• OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. / Y Z F f l d 1 +, �\ \ N / \ j„ \ 9E CoFJn N Al /•t�,� r 4S'Je a� v2 O UNKN se, 13•,s7DRM ',e \( \�!r -- o"', g CONSTRUCTION \ TEMPORARY DUST CONTROL MEASURES T w, a,' f \ (TOrBE "REA) D)'y CLFANOU7 P1RKW0 ; •P`,r ,l+ys - s ENTRANCE \ 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADED AREAS d ` •, (TO REMAIN) s� ` \ \\ l r - w �-✓ 2 /\ \ \ \Q \ ."SIGNS AS REQUIRED TO CONTROL DUST. Els ` e _ /�. "r, APT \� \\ \ \,' \\b. 'y°e�\ p r''7'r+'� r�' r`�,, ,r ' >' ° \ WASHOUT 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. p� n .3• , \" ` -IANDSCl1PE 4 G,eb -A �'r a FA: rr ,P _ U o mm 5 J (E) SIGN, CURB LANDSCAPING TO REMAIN. - PROTECT FROM DAMAGE. OF N0. / q / o / J i 9 CB -J IN L PRO CTION RIM = 26.2 l •+ Y q O 5 i q 0 1 TESC LEGEND INLET PROTECTION LIMITS OF CLEARING PAVEMENT REMOVAL LIMITS PAVEMENT REMOVAL LIMITS CONSTRUCTION FENCE SILT FENCE SURFACE FLOW ARROW PIPE REMOVAL CURB REMOVAL SAWCUT LINE __ _____________________ INLET PROTECTION 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO 4 rn no 1 • \ d - 7Yp, MAINTAIN AT LEAST TWO FEET OF FREEBOARD. nu° RIM - 28.76 ( ) • N »H0 Al �p , sr6:e3 rp' ;.,•` n y. ee. •,� \ \ \, ss- " " " „g\ , \ r ,✓ >' "�? y ; • -r"> - , ",y ; p p rr\ Y 18" NC E =\ \24.81 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVED ACCESS ROADS, PARKING AREAS, AND • O �mn / \ -��� " k \ az. °'zz -1 y y 14,e 11 �° v d .. .� ,+ rPt .i ✓` AY CO C N = 16.58 o ee• \' '� \ ` `> ' P ° ' `i CO C S - 25,28 STAGING AREAS AT CONSTRUCTION SITE. .1 w °rd - rp EPSiEi,J�Aa • �� ON - 0 ,�z3 ',LOT '\ ,,A )' A r �,; �+ � 4S.H :C 4'eI N ��� A.,'P'7. - Vti coNExWCOMMUH CATION SOILS NOTES �?a DGHT "z �•, v ��.,.'r J V. ° A toot °p \'Ii'°'+ ' •�• ]Q, A \,' A` ✓ '> IM : 2e Za .' .dVr +� /\ A.•�s sV VAULT TO REMAIN 1 "'�� s > s' %r k ` -'' ^4�73;(t` \,%' ✓�' - C V 1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT, AT PROJECT COMPLETION, WILL NOT Y 5 , v i - „� \� \ ,' \. _ , � � �,>• � a•' ' \F,: � ° EX. SS PIPE BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE FACILITY, MUST BE PROTECTED. THE TO BE REMOVED DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. 5. G TO •BE R e at `I s% \ G UT 1 .e'r V P�. ✓' ,.�s1j�� ^. ,l'' 01 WASHr �B �+ Yv "• V • - A: : A A ASPHALT °3 DE�10A''r A "- �'i�` 2. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED pg ,'\ °oP ,.+ AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER WH E F ✓ \ c ^' •" yi a - 15 R/W WORK PORTIONS OF THE SITE WHERE FEASIBLE. 'END.OF SS LINE REMOVAL �°+ \\ \, > r`, J/� .�.• •9E PEMOVrU.y \¢� \�� \ \ \ " *� �° •, COORDINATEAITH UTILITY 'PLAN ,4- s \� > `7f'\ -�,! :• ` ® 3. THE SOIL, IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR -o +f "p r1 \. s _ L1�'' A, 9 8527 p �e � s•-° -- \ ��y !ice P '• UNDERLYING TOPSOIL REMOVED, SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE - HOLDING CAPACITY. THE i0 BE; E• V AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM 8 INCHES fs9 /SiE Gv0 E L S.$ TQ,REMAIN.•n�"' -/� �"� , -P THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND Nq L EH V .. 12 °' ° L f0 :\ - I, c,-, \ - i�i TELEPHONE a. x - 4 DSCAP A "PH" SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS SILT F,ENCE 1 - ' ,�\ \ \ s \�. \ 4.. •. '/ -` '� BDOTN p y �• DEMOLMON CALLOUTS: I :2 " A TO EMAIN �� I, s. / TANK HOLE 7 EX. REET LIGHT TO o 0 0 0 0 ••' V O O W N N N N N 4 e A ' A •� ° ' Y' - ,REMA PROTECT FROM y t O SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW (D WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT „ y \ ' X • \ SAWCUT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAW, ING TO INSTALL v n ORING ( \ ,• \/ z IRRIGATION LINES. J* "' ✓ '� \> _ a •. H/ • SIGN. E%. CONCRETE TO BE REMOVED NCE O REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF -SITE. ° ° rc o Ei Ei Ei �( '• i.. •' 1 1 \\ FENCE 5 j \ i•T PORTION OF EX. SEWER \ O3 DEMOLISH EXISTING CONCRETE (CURB AND /OR SIDEWALK) AND DISPOSE OF OFF -SITE. COORDINATE WITH '.a PIPE TO BE REMOVED '\ EX U S E TER TO \ SHEET C3 FOR LIMITS OF CURB DEMOLITION. 0 0 0 0 WALK 3 \y$ - �cv✓ RE IN�P T CT � DEMOLISH EXISTING PLANTER INCLUDING TREES, ROOTS, GROUND COVER, TOPSOIL, ETC. IN AREAS OF NEW o 0 12 EXISTING v �„ FRO D WORK. SEE LANDSCAPE PLAN FOR PLANTING LIMITS AND REPLANTING OF DISTURBED AREAS ALONG BUILDING 9 ** PERIMETER OF WORK. `1 = 'A I / �\ PO R'/ CITIES O TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH CONTRACTOR TO COORDINATE WITH - 0 RE T CT KROGER PROJECT MANAGER. SSMH -B \ X \ SDMH -B UTILITY PURVEYOR TO DETERMINE IF _: _, �` FR QM •GE z �/ ° EXISTING GAS SERVICE IS ADEQUATE •p O TEMPORARY SITE ACCESS GATE (6' HIGH CHAIN LINK WITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM C) RIM = 28.42 r rt e10�'• RIM = 29.35 6 a ,c6 :� ,� FF BU DING 4" PVC N = 27.27 FOR PROPOSED DEMAND. REMOVE 'O �3"')•� '� `;,� \\�•„ EXACT LOCATION WITH KROGER PROJECT MANAGER. Cn 8" PVC NW = 19.01 \; vE 7rc.' ` 1t / AND REPLACE IF NECESSARY. / ?'' ° 8" PVC S 19 12 E ,� 0 ,° H' GREASE TRAP VAULT 8" PVC E = 20.32 95 \0\ E FiE \ tNPN� •'.,�, �p �. 5S TO BE REMOVED) 7 85 - _ -0 ) O7 APPROXIMATE LOCATION TR TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING � 2 \, t ( ^\• ^ -y-„\ / .,°,', \\^ RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER IN UTILITY AND LJ..I Z 8 0 d ' TANK EXCAVATIONS AND SHALL PLAN FOR AT RI NECESSARY. CONTRACTOR SHOULD ANTICIPATE ( REM ) \ .,� DSO v�\y \F \EMENj N + , r „a LL LA F DEW E NG AS /TCE TM , CO c ON \S EJS �QV \F.S SDMH -C P \\ THE NEED FOR BAKER TANKS ONSITE FOR WATER STORAGE /TREATMENT. RIM = 29.29 .I•j /> O PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND /OR UTILITIES. ' V / \ • TOP 6" PVC O.F. = 27.81 •E E6 \\ GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. (10 BE REMOVED) NTrf O EX. FIRE HYDRANT TO BE REMOVED. REMOVE SERVICE LINE AND PLUG AT EXISTING MAIN. N \� "� \ d+"\.�( •+ 5SC EXISTING LOT LIGHT TO BE REMOVED AND DISPOSED OF OFFSITE. CONTRACTOR SHALL CONFIRM AND 0_ ;zz.+,'; \TRA9Fiu\' (TO BE REMOVED) ENSURE THAT CIRCUIT(S) TO ADJACENT LOT LIGHTS REMAIN INTACT. a a K E%. SS TO EMAIN\ *11 ° EX. BUILDING TO REMAIN`(` II G w ty + \ \ .. . - `// a '� a, 11 EX. SIGN (INCLUDING POSTS, FOOTINGS, ETC.) TO BE REMOVED m m N W o N ,* f \.�•' \ CUR 3 „,'F' -'�• an ``\ `\ 12 DEMOLISH EXISTING BUILDING AND PYLON SIGN (INCLUDING FOOTINGS), WALKS, FENCING, AND UTILITY m m c ,• - _ °' // SERVICES COORDINATE WITH UTILITY COMPANIES FOR DISCONNECT SEE HAZARDOUS MATERIALS SURVEY IN a w MANUAL AND COORDINATE WORK WITH PM. m v ¢ c c ¢ q t,, \$LANDSCAPE 4 13 DEMOLISH /ABANDON EXISTING STORM PIPE PER CITY STANDARDS. CONTRACTOR SHALL FIELD CONFIRM THAT a ¢ o a a m m a NO EXISTING STORM PIPES (TO REMAIN) ARE CONNECTED TO ABANDONED PIPES. L 14 / \/ \ SSMH -D-/ /Y 14 CUT AND CAP EXISTING 2" DOMESTIC SERVICE AND 1" IRRIGATION WATER SERVICE (AT MAIN) AND REMOVE RIM = 28.53 l / / WATER BOTH METERS /METER BOXES (WORK TO BE PERFORMED BY CITY). G.C. SHALL CONTACT PUBLIC e" PVr W = 24 71 � Y , i �y °1 `, WORK DEPARTMENT TO COORDINATE. REPLACE SIDEWALK, LANDSCAPING, AND PATCH PAVEMENT TO MEET CONSTRUCTION SEQUENCE: AND MATCH EXISTING. Project #: 13245 Store #00459 1. ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF RENTON. 15 DEMOLITION OF RIGHT -OF -WAY SIDEWALK, LANDSCAPE, AND MISC. FRONTAGE IMPROVEMENTS BY CITY. Designed By: Chit 2. FLAG OR FENCE CLEARING LIMITS. DEMOLI E� I ION NOTES: PRE -BID WALK TO CONFIRM IMPROVEMENTS IS RECOMMENDED. Drawn By: RDC 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 1. ALL PAVEMENTS, CURBS, GROUND COVER, UTILITIES, FOUNDATIONS, ETC. INSIDE DEMOLITION LIMITS SHALL Checked By. JH BE REMOVED, UNLESS OTHERWISE SHOWN ON THE PLANS. Date: 9.7.2012 4. INSTALL CATCH BASIN PROTECTION. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY PRECONSTRUCTION MEETINGS HELD. PRIOR TO COMMENCING WORK. R=373702 Disk. 1 ".DWG 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE. Disk File: 13245- 02 -E.DWG 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR Model: ::i 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S AREA. ANY DAMAGED IMPROVEMENTS SHALL BE REPAIRED /REPLACED AT CONTRACTOR'S EXPENSE. Address: 431 RAINIER AVENUE SOUTH RECOMMENDATIONS. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB MY OF 4ENTON RENTON, WA 96057 -'J 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. / y p�JTbN AND CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON Approved by: Date: / EROSION AND SEDIMENT CONTROL STANDARDS. 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE T.ES.C. PLAN EXISTNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. ? FRM NAM 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 7. DURING THE GEOTECHNICAL REVIEW, ADDITIONAL UNDERGROUND PAVEMENT WAS DISCOVERED. ANY Approved by: Dale: �/ FLELM FACLITY DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. BURIED PAVEMENTS OR ABANDONED FOOTINGS ENCOUNTERED DURING FOOTING, FOUNDATION, OR UTILITY Permit No. U13001730 -- 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. CONSTRUCTION SHALL BE REMOVED. Drawing No.: - - Approved by: Date: 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. CZ of 10 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES Approved by: Date: REMOVED IF APPROPRIATE. C 1>: t2 - 37 I I I I `w x` N a Y V a 0 a E m o° y A d G m ro o�C N < O It 7, O IF O. 9510090750 (EXCEPTION #13) r 20 40 q OS J SITE IMPROVEMENT PLAN FUTURE RAINIER AVE. IMPROVEMENTS (BY OTHERS) \�a,,, TC ISTIN\Q\ psi N�� \ u•, i RAINIER AVENUE FRONTAGE IMPROVEMENTS RECENTLY COMPLETED BY CITY. CONDITIONS MAY VARY SLIGHTLY FROM PLAN. -X STING COMMUNICATION VALET TO REMAIN 10 VENT STICK \ ' \EXISTING LIGHTS TO REMAIN (TYPICAL) 8 LAN67PE 'rte \ aZ MATCH EXISTING ', ME FAS N pS \U c ` 4T NG S METE \ \ \ \ \� II LEGEND PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT SAWCUT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. SWALE GREENSCREEN CONSTRUCTION CALL OUTS O160'x43' PUMP ISLAND CANOPY WITH 9 MPD's AND ISLANDS. SEE CANOPY AND ARCHITECTURAL PLANS FOR CANOPY DETAILS. SEE TANK AND ELECTRICAL PLANS FOR PIPING AND LIGHTING EXTENSIONS. OREINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE SHEET A2 FOR CONTROL JOINTS AND SPECIFICATIONS. O(1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. OREINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE ARCHITECTURAL PLAN Al FOR KIOSK 5 FOUNDATION AND EQUIPMENT DETAILS. OINSTALL 6" CONCRETE BARRIER CURB PER DETAIL 9/C7. OASPHALT PAVEMENT SECTION PER DETAIL 5/C7. ONEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. INSTALL (1) SELF SERVE AIR /WATER UNIT MOUNTED ON 4' -0" x 4' -0" x 6" CONCRETE MOUNTING 9 PAD. RUN (1) 3/4" CONDUIT TO KIOSK FOR POWER. SEE DETAIL, SHEET A3. 10 STORAGE TANK VENT STACK PER TANK DRAWINGS. REFER TO DETAIL 6/C7 FOR VENT SLAB AND BOLLARD DETAIL. 11 CONCRETE GUTTER SWALE PER DETAIL(S) 7 AND 10/C7. 12 BOLLARD PER DETAIL 4, SHEET A3. 13 PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR POTENTIAL FUTURE VAPOR RECOVERY MODIFICATIONS) 14 TYPE 2A SIDEWALK RAMP PER CITY OF RENTON STD DETAIL F011 15 CONCRETE SIDEWALK PER CITY OF RENTON DETAIL F005 16 CONCRETE CURB AND GUTTER PER CITY OF RENTON DETAIL F001 17 CONCRETE PLAZA PER DETAIL 7/C8. REFER TO LANDSCAPE PLANS FOR FINISH AND JOINT LOCATIONS. 18 INSTALL 3" CONDUIT WITH (4) M4 /0 THHN/THWN CU AND 1#2 GROUND TO KIOSK FOR POWER SERVICE. COORDINATE WITH PSE ON CONNECTION AT EXISTING HANDHOLE. 19 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO PLANTER FOR NEW SIGN POWER AND COMMUNICATION. EXACT CONDUIT AND SIGN PLACEMENT SHALL BE FIELD COORDINATED. 20 FILTERRA WATER QUALITY UNIT. SEE SHEET C5 FOR PLAN AND C9 FOR DETAILS. 21 MONUMENT SIGN (SEPARATE PERMIT). 22 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH DEMOLITION AND IRRIGATION PLANS. CLEAN AND TACK COAT PAVEMENT EDGES PRIOR TO MATCHING NEW PAVEMENT TO EXISTING. 23 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO EXISTING SIGN FOR POWER AND COMMUNICATION. 2q THERMOPLASTIC /PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012 MATCH EXISTING CROSSWALK MATERIAL. 25 (2) -2" CONDUITS W/ PULL WIRE, FROM KIOSK TO STORE (COMPUTER ROOM), FOR COMMUNICATION SERVICE. COORDINATE WITH KROGER PM FOR EXACT LOCATION OF ENTRY POINT AT STORE. SEE DETAIL 3/C8 FOR BUILDING PENETRATION DETAIL AND SHEET E -1.0 FOR CONDUIT SCHEDULE. INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING (SEE SCHEDULE NOTE 6, SHEET E -1.0) UNLESS OTHERWISE DIRECTED BY KROGER PM. CONTRACTOR TO PROVIDE BID ALTERNATE FOR OPEN CUT /TRENCHING ALONG ALIGNMENT AS SHOWN ON SHEET C1. FIELD LOCATE EXISTING UTILITIES PRIOR TO TRENCHING TO AVOID CONFLICT. 26 PAINTED TRAFFIC ARROW PER DETAIL ll /C7. 27 PAINTED TRAFFIC ISLAND, USING 4" WIDE YELLOW STRIPES AT 45' ANGLE/ 3' O.C. 28 METER, MAIN DISCONNECT, AND MANUAL TRANSFER SWITCH. 29 BOLLARD LIGHT. PROVIDE 3/4" CONDUIT FROM KIOSK TO BOLLARDS FOR WIRING. REFER TO SHEET LANDSCAPE SHEET L1 FOR BOLLARD AND WIRING SPECIFICATIONS. 30 12" WIDE WHITE PAINTED STOP BAR WITH 15' LONG, 4" WIDE WHITE PAINTED LANE STRIPE. PROJECT SIGNAGE SCHEDULE NOTE: ALL SIGNS UNDER SEPARATE PERMIT. ONEW LOGO AND "FRED MEYER" TEXT. SEE SHEET F R TA R- 313103 T $Z F14 0 00 C C 00 Q w m N� w � K D X K I a ¢ n e A2.0 0 DE ILS. CITY OF RENTON B NEW ILLUMINATED LOGO SYMBOL. SEE %/�/� SHEET A2.0 FOR DETAILS. Approved by: '�_ Dale: --`"'��1��'- - ONEW KIOSK LOGO SIGN. SEE SHEET A2.0 FOR DETAILS. ONEW PRICE SIGN. SEE SHEET A2.0 Approved by: Date: FOR DETAILS. Approved by: Approved by: CD - e- 37 d3 Date: Date: mP�G,HA(i��Z C1 U o _ P Y�7A'G EN G1N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX i T Ca 0 E0 OZ U m he L�a,101 (t) gry�N prnon,n y wV °nn N niwc =NC0x F- °oc.� h M M M M w 0 N N N N O O N O A 0 0 0 0 0 v l o t o t o t o Cn y A D w z � C r � CONSTRUCTION CALL OUTS O160'x43' PUMP ISLAND CANOPY WITH 9 MPD's AND ISLANDS. SEE CANOPY AND ARCHITECTURAL PLANS FOR CANOPY DETAILS. SEE TANK AND ELECTRICAL PLANS FOR PIPING AND LIGHTING EXTENSIONS. OREINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE SHEET A2 FOR CONTROL JOINTS AND SPECIFICATIONS. O(1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. OREINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. PREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE ARCHITECTURAL PLAN Al FOR KIOSK 5 FOUNDATION AND EQUIPMENT DETAILS. OINSTALL 6" CONCRETE BARRIER CURB PER DETAIL 9/C7. OASPHALT PAVEMENT SECTION PER DETAIL 5/C7. ONEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. INSTALL (1) SELF SERVE AIR /WATER UNIT MOUNTED ON 4' -0" x 4' -0" x 6" CONCRETE MOUNTING 9 PAD. RUN (1) 3/4" CONDUIT TO KIOSK FOR POWER. SEE DETAIL, SHEET A3. 10 STORAGE TANK VENT STACK PER TANK DRAWINGS. REFER TO DETAIL 6/C7 FOR VENT SLAB AND BOLLARD DETAIL. 11 CONCRETE GUTTER SWALE PER DETAIL(S) 7 AND 10/C7. 12 BOLLARD PER DETAIL 4, SHEET A3. 13 PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR POTENTIAL FUTURE VAPOR RECOVERY MODIFICATIONS) 14 TYPE 2A SIDEWALK RAMP PER CITY OF RENTON STD DETAIL F011 15 CONCRETE SIDEWALK PER CITY OF RENTON DETAIL F005 16 CONCRETE CURB AND GUTTER PER CITY OF RENTON DETAIL F001 17 CONCRETE PLAZA PER DETAIL 7/C8. REFER TO LANDSCAPE PLANS FOR FINISH AND JOINT LOCATIONS. 18 INSTALL 3" CONDUIT WITH (4) M4 /0 THHN/THWN CU AND 1#2 GROUND TO KIOSK FOR POWER SERVICE. COORDINATE WITH PSE ON CONNECTION AT EXISTING HANDHOLE. 19 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO PLANTER FOR NEW SIGN POWER AND COMMUNICATION. EXACT CONDUIT AND SIGN PLACEMENT SHALL BE FIELD COORDINATED. 20 FILTERRA WATER QUALITY UNIT. SEE SHEET C5 FOR PLAN AND C9 FOR DETAILS. 21 MONUMENT SIGN (SEPARATE PERMIT). 22 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH DEMOLITION AND IRRIGATION PLANS. CLEAN AND TACK COAT PAVEMENT EDGES PRIOR TO MATCHING NEW PAVEMENT TO EXISTING. 23 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO EXISTING SIGN FOR POWER AND COMMUNICATION. 2q THERMOPLASTIC /PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012 MATCH EXISTING CROSSWALK MATERIAL. 25 (2) -2" CONDUITS W/ PULL WIRE, FROM KIOSK TO STORE (COMPUTER ROOM), FOR COMMUNICATION SERVICE. COORDINATE WITH KROGER PM FOR EXACT LOCATION OF ENTRY POINT AT STORE. SEE DETAIL 3/C8 FOR BUILDING PENETRATION DETAIL AND SHEET E -1.0 FOR CONDUIT SCHEDULE. INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING (SEE SCHEDULE NOTE 6, SHEET E -1.0) UNLESS OTHERWISE DIRECTED BY KROGER PM. CONTRACTOR TO PROVIDE BID ALTERNATE FOR OPEN CUT /TRENCHING ALONG ALIGNMENT AS SHOWN ON SHEET C1. FIELD LOCATE EXISTING UTILITIES PRIOR TO TRENCHING TO AVOID CONFLICT. 26 PAINTED TRAFFIC ARROW PER DETAIL ll /C7. 27 PAINTED TRAFFIC ISLAND, USING 4" WIDE YELLOW STRIPES AT 45' ANGLE/ 3' O.C. 28 METER, MAIN DISCONNECT, AND MANUAL TRANSFER SWITCH. 29 BOLLARD LIGHT. PROVIDE 3/4" CONDUIT FROM KIOSK TO BOLLARDS FOR WIRING. REFER TO SHEET LANDSCAPE SHEET L1 FOR BOLLARD AND WIRING SPECIFICATIONS. 30 12" WIDE WHITE PAINTED STOP BAR WITH 15' LONG, 4" WIDE WHITE PAINTED LANE STRIPE. PROJECT SIGNAGE SCHEDULE NOTE: ALL SIGNS UNDER SEPARATE PERMIT. ONEW LOGO AND "FRED MEYER" TEXT. SEE SHEET F R TA R- 313103 T $Z F14 0 00 C C 00 Q w m N� w � K D X K I a ¢ n e A2.0 0 DE ILS. CITY OF RENTON B NEW ILLUMINATED LOGO SYMBOL. SEE %/�/� SHEET A2.0 FOR DETAILS. Approved by: '�_ Dale: --`"'��1��'- - ONEW KIOSK LOGO SIGN. SEE SHEET A2.0 FOR DETAILS. ONEW PRICE SIGN. SEE SHEET A2.0 Approved by: Date: FOR DETAILS. Approved by: Approved by: CD - e- 37 d3 Date: Date: mP�G,HA(i��Z C1 U o _ P Y�7A'G EN G1N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX i T Ca 0 E0 OZ U m he L�a,101 (t) gry�N prnon,n y wV °nn N niwc =NC0x F- °oc.� h M M M M w 0 N N N N O O N O A 0 0 0 0 0 v l o t o t o t o Cn y A d w z � C r � H O O Cn i W I X N Q x J y K 3 ww✓� j O w a: y' w oc II 4 f F w Q H - N QL W W o a a F FF1 a ,n ,o N M Project #: 13245 Store #00459 `- a Designed By: CMT o Drawn By: RDC n Checked By: JH E Dote: 9.7.2012 m Scale: 1 " =20' ° Disk File: 13245-03-A Model: M 0 Address: 431 RAINIER AVENUE SOUTH '^ n RENTON, WA 98057 '_^ SITE IMMVE E14T PLAN FRED MEYER FUELING FACLJTY Permit No. U13001730 Drawing No.: °o C3 of( a y A d w d d m � C r � H O 0 l' -20' 0 10 20 40 RNMA \ 5 \ 71 PROPOSED SDCB �\ 12" SO ti� I / I EX. CB \q �O i A �o i :��l r 12" SD- N; \ \ �I \ \ 'yl 1 \rp Ci A Os / l C A \ 01 J N 3 s !V j W R d i i 1 l 1 7R 71 '•�+ \ 12" / \ r l 26.053 q Oy Q to J \ RIM 'ADE GRADING PLAN \ \ O d \\ '•\ \� PROPOS WBT {FF� a r ¢¢}} 1 "'m T 4 SD �f 4' SO /y�000�oo�� JU 1 \ 3 d\ r ean° '76 ° 7, +,1 i N4 \ �� 10 0 \\ \ v 6 X55..^! . \ ; °•0 r �`�" a cT`sT01SpY \v v' ��f 1 ix a a 4, �•� COORDINATE GRADES OF NEW ' SIDEWALK AND PLANTER TO PROVIDE/ POSITIVE DRAINAGE AWAY FROM u \ \\I\ t \, • 28p EXISTING BUILDING 4 \ SEE'FILTERRA NG THROAT OPENING V FI O UNIA DETAIL SHEET CB., 7 MATCH EX. SIDEWALK ELEVATION < \ ,,. 28.53 `V LEGEND a PROPOSED ASPHALT PAVEMENT D PROPOSED CONCRETE PAVEMENT M EXISTING CONCRETE CURB ----------------- - - -- -- NEW CONCRETE CURB TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. NEW CONC. SWALE m EX. U/G POWER P(PIA) EX. TELEPHONE i EXISTING STORM PIPE SD EXISTING SANITARY SEWER PIPE SS EXISTING WATER LINE ---- - - - - -- W(PM) - - - - -- PROPOSED SANITARY SEWER 0 PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN O PROPOSED TYPE 2 -48" CATCH BASIN N EXISTING GROUND SPOT ELEVATION +19.55 EXISTING GROUND CONTOUR 28 PROPOSED FINISHED GRADE SPOT ELEVATION PAVEMENT SWALE ^ MEET & MATCH EXISTING ME SURFACE FLOW DIRECTION GENERAL GRADING NOTES: a a M M M 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR d G TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. c m 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. N n 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. N N 4. SEE C7 FOR CANOPY SLAB GRADES. O 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. o= 0 0 RIGHT -OF -WAY IMPROVEMENTS IN THIS AREA RECENTLY COMPLETED. AS- CONSTRUCTED CONDITIONS MAY VARY SLIGHTLY FROM PLAN. CONTRACTOR SHALL VERIFY AS -BUILT GRADES AND CONFIRM NEW PLAZA LAYOUT. \ \C R- 313104 CITY OF RENTON mP�GHAI���Z O U Z S F -, GKTiNG ENGIO :'. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX N6 I T Ca E N Od 0 w ri v° o � °ivsn • p\NOn,n • C ,°D^n L �M I 1' Wc' °Mo I rH'c o: Approved by: UC�A� == Dater GRApM PLM c Approved by: Approved by: Approved by: X737 6F rn Date: FUB.NG FACILITY Permit No. U13001730 M Date: Drawing No.: m °o Date: C/w� d of 10 a M M M M M d G A ' Q W N N N N N O an O N 0 0 0 0 0 i L a c o o c o 0 0 0 Approved by: UC�A� == Dater GRApM PLM c Approved by: Approved by: Approved by: X737 6F rn Date: FUB.NG FACILITY Permit No. U13001730 M Date: Drawing No.: m °o Date: C/w� d of 10 a In h] w3 d G A ' Q Z 1 W °z O Cn i L N K tt x G Fa ° ED M M N J $ 03 W W °� $ W II - � cr of Q ° ca UC y cr of N a¢ o a a m M m M a E a n Project M: 13245 Store #OD459 oN Designed By: CMT o' M Drown By: RDC 'r? w Checked By. JH Dote: 9.7.2012 v ° 0 Scale: 1' =20' Disk File: 13245-04-GM v Model: I v 0 'n N Address: 431 RAINIER AVENUE SOUTH RENiON, WA 98057 i Approved by: UC�A� == Dater GRApM PLM c Approved by: Approved by: Approved by: X737 6F rn Date: FUB.NG FACILITY Permit No. U13001730 M Date: Drawing No.: m °o Date: C/w� d of 10 a h] w3 d G A ' Q N r "D 1 W °z STORM DRAINAGE UTILITY PLAN LEGEND �Gr'gV� PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT O o EXISTING CONCRETE CURB = __________ "__ "_________= O�" -:;;'. _ e' NEW CONCRETE CURB GK)/IJVG EN 'e. NEW CONC. SWALE 18215 72ND AVENUE SOUTH EX. U/G POWER P(PM) KENT, WA 98032 (425)251 -6222 EX. TELEPHONE T (425)251 -8782 FAX CIVIL ENGINEERING, LAND PI V#". EXISTING STORM PIPE SD SURVEYNG. ENVRONYENrAL SERVICES EXISTING SANITARY SEWER PIPE SS i EXISTING WATER LINE ---------- W(P�I) U . PROPOSED SANITARY SEWER O \ \ \\ PUBLIC UTILITIES U PROPOSED SEWER MANHOLE • , \ EASEMENT TO CITY OF \. \ \951009 PER REC. N0. \ \ \ \ - \ 41 \ PROPOSED STORM DRAINAGE 9510090750 \ 3 �' J\��J. �� \ S H -A EXCEPTION jj13) \ /� \ ik I \\ 1 PROPOSED TYPE 1L CATCH BASIN Oj SDMH -A r I _ RIM = 26.23 \ RIMt 27.88 / /� _ CB -EJ - 8" ADS NE = 22.07 �•• pVV � 1856\ \ / fX,, \\ 15'x75' SANITARY SEWER /� /_' U \ PROPOSED TYPE 2 -48" CATCH BASIN / \ i EASEMENT TO CITY OF RENT( \\ \ 8" ADS SE = 22.12 8q PVC ESE'- 1851 �� - - -_._ �/ PER REC. N0. 9708117D1 �+ EX. CB /.11 . y G \ a,a ` \\ T 8" CONC S = 21.23 10'� CONS W �I e'S§ 0 \ (EXCEPTION jj14) `" `� RIM = 28.28 / / :,,, -P Y. - ,7, \\ 3 Y C b" CONC S =27.03 // '°��!�. \ \ PAVEMENT SWALE m 10" CONC N = 21.60 \ / O / / N1 / ,'7= " /° > : 'p ;; \ \\ c r.. a.2 15'7 CONC W = 20.88 /'^! "x / PUBLIC UTILITIES /,= " =' -' , -�\ UTILITY CROSSING /USE CAUTION E m' RI = 29.15 (UNABLE TO MEASURE) P \ / // \ _\ EASEMENT TO CITY OF / / , ='- -%" B,g ,$�„ ' O s n - 7 ONC 5 = 26.77 u NEW IE =20.98 (12" E) `'�x 9 / �/\ - -P` rc ; 95N0090749 REC. N0. VL _ ���� ° c+�, .r„ NC W = 6.75 / A °% / j �y dip /gyp (EXCEPTION jj12) /. SW53'03YI .14' � A LI I 1 CROSSINGS 1 CQ C N 6.40 EXISTING POWER y " VAULT ❑1 E P2g "SD 22.131* al T/P 8" 55 =21.49 IE 12" SD =23.26 L TIU / TIES MAINTAIN 1.5• (MIN.) VERTICAL SEPARATION BETWEEN ,N/ -: -r' WRIM 8.57 Ep$EME PER REC. ND. \ \_a. �'° UTILITIES (OUTSIDE TO OUTSIDE) ' \ \U CONC E = 26.97 zonoan 01003 s S. G 2':,:`\ ADJUST CUR NO PI P E TO NORTH (Exceano �gn) \ ® PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT Sp t WnSHGeA AROU .. CROSSING of (!• O°0 PO q 26527 p �� o STORM DRAINAGE CALLOUTS ff Fg /$TERE ,� CB n CORE DRILL EXISTING MANHOLE FOR NEW PIPE -/ANAL ENG 3 CONNECTION. w p \ \;°' 42 LF 12" SD 0 0.57 n n n n ,M ``Q' F ' o 1 ° - \r °\ \ QSDSQL 11 LOCKING LID CB -I a n ° 0 0 0 0 0 / RIMR2702 L MATCH CEX. 0 PU \ICUTILITIES - �CBSP, IE IN =21.19 (12SE) EAS PER REC ° -� RIM 28.76 IE OUT =21.19 (12" W) s °& 207001003 NC E 24.81 ® (E % X17) COC 00 ;CC S = 25.28 106 LF 12" SD ®0.59, r CAUTION! EXISTING RAND -C6 CONS W - 26.56 R=373705 \ 5 X r_. UTILITY �. 10 COMMUNICATIO O \\ ° s ° \\ OW SOLD LOCKING LID" / r CROSSING UTILITY VAULT / PER DETAIL SHEET C9 z �o RIM =27.93 MATCH EX. C IE =21.73 (12" SE,NW) P \ C '/ © 67 LF 12" SD 0 1.88% � G \ °• x\ cam- /// SDCBN3, TYPE 2 -48" W /SOLID LOCKING LID i P PER DETAIL SHEET C9 W xx 7 Qi ° ° /, \10 \ RIM -28.4 PUBLIC UTILITIES ON \� \ \� \ 'Za• \, / ° `„ \ ® \ ._ EASEMENT TO CITY OF Hof %o6etx `\ \ \ \ -� FF / O IE 22.99 (12" NW. S) PROVIDE 12" T- SECTION ON OUTLET PIPE, d RENTON PER REC. N0. / °J /p` lEB' �• x\ \y / ° ° p MOUNTED TO MANHOLE WITH SUPPORT BRACKETS PER CITY STDS. 9510090749 209004'.\ ° IE =23.49 ^ (6" E) n (EXCEPTION (j12) / b \, x\ \ // V ° b ¢ x 1 ' 8 -� _° �° i .a.O °/ •S. \ \ ® 128 LF 12" SO 0 0.5% x NE'LY 60' POWER LINE EASEMENT x 4 a dF y a° a a Y TO UNITED STATES RE AMERICA PER r1� REC. N0. 3207080 RELINQUISHED i\ � \ � I® �� °. \ -*/° -s % \ O 6" SD CLEANOUT TO FINISH GRADE. � G PER REC NOs. 715585 AND `I,ICAUTIOI ^- - \ SEE DETAIL 8 /C7. °' G m m 705924 (EXCEPTION ij2) \ 1\ TILITY 6" PVC 0 1.0% MIN. FOR CONNECTION OF a - `. ROOF DRAIN DOWNSPOUT COLLECTOR PIPES. 11 7'x13' FILTERRA UNIT PER DETAIL SHEET C9 '_ ° z s s S ?' FLOWLINE ELEV =27.15 s mi y w E OUT723.65 \\ V, \ \ 10 ® O ° , \ \\ 0 4" PVC 0 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO n .a i N n a ,n n o CB -J / \ U, hhAll STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN. .•i \ J \\ \ r.. C NNEC T TO 12 �- ° - \ a RIM = 25.29 \ STO MD RAIN �. P \ \ Project f): 13245 Slore 400459 ° \ 8" ADS W = 2.42 1i \ Designed By: CMT o \ � SSMH -B \\ \ ° , \\ \ GENERAL NOTES: Drown By: RDC J rr' RIM = 2NW - 0 1. CONTRACTOR SHALL FIELD VERIFY LOCATION. SIZE, AND TYPE OF EXISTING m \ �� \8" PVC NW 19.07 \ 1 \ E Ro 1 \.. \ / \ \\ Checked By: JH E r� 8" PVC S 19 12 \ \SEMEN\ \ s N P / L UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE r q FA 4 N \\ Dole: 9.7.2012 m \ - \ \ ,`) REPORTED TO ENGINEER IMMEDIATELY. \ r o 8" PVC E 20.32 \�. 92 \0\ \ \/ / ° (TO REMAIN, ADJUST RIM la \ \\ \ 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START Scale: 1' =20' ° \ i TO NEW FINISH GRADE) \\ \ \ \\ \ \ P /l OF CONSTRUCTION. o, \ ,o c \• _ � / P �'` Disk File: 13245- 05-U.tlw � A 3. ALL PIPE MATERIALS, FITTINGS, ETC. SHALL BE FROM CITY OF RENTON Model: APPROVED TYPES. o \ u \ \ \\ N \ H CONTRACTOR TO CONTACT VIC IBARRA (POTELCO /PSE) u 0 253 - 606 -5084. 10 DAYS IN ADVANCE OF WORK TO / ` Address. 431 RAINIER AVENUE SOUTH ` SCHEDULE POWER DISCONNECT IN EXISTING BUILDING ` /\ RENTON, WA 98057 n 1 \\ \ AND FIELD MEETING FOR DIRECTION ON LOOPING NEW / TON \ a CONDUITS IN HANDHOLE. /� , \" / vApproved b . Date: 7 � to FRED MEYER `^ \ i " ! FUELING FACLRY A pp r ve db: Da a Permit No. U13001730 M Approved Date: Drawing No.: ssMH -D a ° RIM = 28.53 ./. / // /_ n Approved by: Date: v 2�p 76 S" umy (T1 w� d � ,01ro ND W °z J 29 30 FL _ \ \ \ \ \ \ \ \ \ 29.32 \ \ \ \ \ \ LINE OF \\CANOPY ABOVE \ 0 ❑[]7 CONCRETE GUTTER SWALE zmll 29.88 4 - CONCRtTE GUTTER ° ° 29.87 v v TPI SWAL@ -255 8 TF 258 25 8 25.8M O't:A:1L :I E�11111 L - SCREW 1 4 TF ° Y' A.C. M TF I �I DESCRIPTION � ° , ISLAND N N N (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) Ys" x 2" 30.12 2. PIPING FALL = [(L) x 1/8" PER FT.)] a Oi A 12 ° I d e ° 6" CONCRETE O c a n 2,29 FT. 3. PUMP ISLAND (6 IN.) 0 II 0 TPI I- ° a 8.94 PI PIPE DIAMETER (3 IN.) 28.74 a 11 25.8 TPI. r -- TF I ° II °< v ° O a J\ Ij (b1 - 44) = #5 24.83 6. TOP OF SLAB ELEV. ABOVE TANKS 0 SLOPE o SLOPE SLOPE W Z ° !v 7. DEPTH OF BURY (j)6 - 45) = ((7 3.74' ° ° Q° I � A W ° �\ CD� 1 29.57 29.79 \\ d 4 ° TPI 8 25.8 TPI d l= t 1 1 TF TF � - I t VI M Z - r- Q I 0,a�Q ,,�� `0 0 01' Wa o a ° m m a a 0 Ix DID 4 I Ln Of \ ° p M \ I i \ I v FLOWLINE OF CONCRETE SWALE NOTE: \ Project N: 13245 Store 4'00459 1. INSTALL EXPANSION JOINTS 0 6" MIN. AGGREGATE BASE AND SUBGRADE 20' -0" O.C. MAX. PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR MATCHING Designed By: CMT AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS Drawn By: RDC INTEGRAL CONCRETE SWALE DETAIL w Checked By. JH �p Dote: 9.7.2012 NOT TO SCALE (AT CANOPY) 25 8 25.8M O't:A:1L :I E�11111 L 1 :L Ja 2FL RIDGEI,II 4 CANOPY AND 0 1TANK SLAB GRADING SCALE: 1 " =10' II 29:44 TPI 4 ° PJ ° C; I, 29.09 I - SCREW 1 25.6 TPI Y' A.C. M TF I �I DESCRIPTION r 4 ISLAND N N N (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) Ys" x 2" 30.12 2. PIPING FALL = [(L) x 1/8" PER FT.)] a Oi A 12 ° I d e ° 6" CONCRETE O c a n 2,29 FT. 3. PUMP ISLAND (6 IN.) 0 II 0 I PIPE COVER (12 IN.) a 8.94 PI PIPE DIAMETER (3 IN.) 28.74 a 11 25.8 TPI. r -- TF I III �r ❑ ° O v GRADE DIFFERENTIAL (42 + 43) = #4 O 5.29 FT. 5. TOP OF TANKS AT LOWEST POINTS (b1 - 44) = #5 24.83 6. TOP OF SLAB ELEV. ABOVE TANKS 0 SLOPE o SLOPE SLOPE 28.57 LOWEST ELEVATION (PER PLANS) 7. DEPTH OF BURY (j)6 - 45) = ((7 3.74' NOTE: MINIMUM BURY DEPTH = 4.0' � I 0 46 (28.57) - 4.00' = 24M 1 v 4JI o e d l= t W t VI M Z rc Q I 0,a�Q ,,�� `0 0 01' Wa o a ° m m a a 0 Ix DID 4 Ln Of /\ � \/� M \ i 1 :L Ja 2FL RIDGEI,II 4 CANOPY AND 0 1TANK SLAB GRADING SCALE: 1 " =10' II 29:44 TPI 4 ° PJ ° C; I, 29.09 I - SCREW 1 25.6 TPI Y' A.C. M TF I I DESCRIPTION r 4 ISLAND N N N (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) Ys" x 2" 30.12 2. PIPING FALL = [(L) x 1/8" PER FT.)] a Oi 12 ° v = [(L) x 0.0104] 6" CONCRETE O 1 a n 2,29 FT. 3. PUMP ISLAND (6 IN.) 0 0 0 I PIPE COVER (12 IN.) aG PIPE DIAMETER (3 IN.) 28.74 I 25.8 TPI. TF I III �r ❑ ° O v GRADE DIFFERENTIAL (42 + 43) = #4 O 5.29 FT. 5. TOP OF TANKS AT LOWEST POINTS \ \ \ CONCRETE GUTTER SWALE OF CANOPY ASPHALT PAVEMENT CONSTRUCTION DETAILS 2 TANK BURY CHART NOT TO SCALE 1/2" RADIUS AT EDGE OF SLAB (TYP.) TACK COAT 10" THICKEyj EDGE (TYP.) I I I I I I I I I I I I I I I I STRUCTURAL MATERIAL COMPACTED TO 959. OR 6' OVER EXCAVATED, SEE THIS SHEET SCARIFIED AND RECOMPACTED FOR PAVEMENT SUBGRADE (TYPICAL) REFER TO SECTION DETAILS SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. TYPICAL JOINT SECTION AT 3 CONCRETE AND ASPHALT NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 4 COLD JOINT NOT TO SCALE 4- (MIN.) COMPACTED DEPTH 1. 1 - WSDOT HOT MIX ASPHALT A 1/2 -INCH CLASS 0 o g 00 0 8" (MIN.) COMPACTED o °00000 0 00 0 00 °•8°00000 0 °00 �00 DEPTH CRUSHED ROCK BASE (CRB) 12" MINIMUM STRUCTURAL FILL.-G G ° SEE SOILS REPORT FOR OVEREXCAVATION REQUIREMENTS. 5 TYPICAL PAVEMENT SECTION NOT TO SCALE CONCRETE SLAB CONCRETE CURB SLOPE v �_F I I CONCRETE POST FOOTING, SEE TANK PLANS Profile View . 6 4" THICK CEMENT CONCRETE. SET TOP ELEVATION TO MATCH TOP OF ADJACENT CURB C�j, CONCRETE CURB Plan View 6 VENT RISER PAD DETAIL NOT TO SCALE .ry EXPANSION JOINT WHERE EDGE ABUTS 6" WIDE STEEL PUMP ISLAND OR TANK SLAB (TYP) TROWEL FINISH 4 U o al SLOPE � SLOPE 7 CONCRETE GUTTER W /6 "x6 "x10" W.W.M. - 8" MINIMUM AGGREGATE BASE SUBGRADE. PREPARATION OF SUBGRADE SHALL BE PI PROCEDURES OUTLINED IN SOILS REPORT LIFT POCKET 12 Y." - I4 TANK BURY CALCULATIONS SCREW 1 N.C. SOCKET HD Yo-" LONG Y' A.C. M FURTHEST (BRONZE DESCRIPTION 18" 18" ISLAND N N N (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) Ys" x 2" 30.12 2. PIPING FALL = [(L) x 1/8" PER FT.)] IU Oi 12 O = [(L) x 0.0104] 6" CONCRETE O WHERE L (VAP.) = = (PER PLAN) a n 2,29 FT. 3. PUMP ISLAND (6 IN.) 0 0 0 CONC. DRIVE SLAB (6 IN.) PIPE COVER (12 IN.) ARCHITECTURAL PLANS. PIPE DIAMETER (3 IN.) U TANK CONNECTIONS (9 IN.) J i= TOTAL 36 IN., OR 3.00• 3.00 FT. 4. GRADE DIFFERENTIAL (42 + 43) = #4 O 5.29 FT. 5. TOP OF TANKS AT LOWEST POINTS (b1 - 44) = #5 24.83 6. TOP OF SLAB ELEV. ABOVE TANKS 0 SLOPE o SLOPE SLOPE 28.57 LOWEST ELEVATION (PER PLANS) 7. DEPTH OF BURY (j)6 - 45) = ((7 3.74' NOTE: MINIMUM BURY DEPTH = 4.0' SINCE ( #7) < 4.0', SET TOP OF TANKS N 0 46 (28.57) - 4.00' = 24M 2 TANK BURY CHART NOT TO SCALE 1/2" RADIUS AT EDGE OF SLAB (TYP.) TACK COAT 10" THICKEyj EDGE (TYP.) I I I I I I I I I I I I I I I I STRUCTURAL MATERIAL COMPACTED TO 959. OR 6' OVER EXCAVATED, SEE THIS SHEET SCARIFIED AND RECOMPACTED FOR PAVEMENT SUBGRADE (TYPICAL) REFER TO SECTION DETAILS SOIL. ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. TYPICAL JOINT SECTION AT 3 CONCRETE AND ASPHALT NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. 4 COLD JOINT NOT TO SCALE 4- (MIN.) COMPACTED DEPTH 1. 1 - WSDOT HOT MIX ASPHALT A 1/2 -INCH CLASS 0 o g 00 0 8" (MIN.) COMPACTED o °00000 0 00 0 00 °•8°00000 0 °00 �00 DEPTH CRUSHED ROCK BASE (CRB) 12" MINIMUM STRUCTURAL FILL.-G G ° SEE SOILS REPORT FOR OVEREXCAVATION REQUIREMENTS. 5 TYPICAL PAVEMENT SECTION NOT TO SCALE CONCRETE SLAB CONCRETE CURB SLOPE v �_F I I CONCRETE POST FOOTING, SEE TANK PLANS Profile View . 6 4" THICK CEMENT CONCRETE. SET TOP ELEVATION TO MATCH TOP OF ADJACENT CURB C�j, CONCRETE CURB Plan View 6 VENT RISER PAD DETAIL NOT TO SCALE .ry EXPANSION JOINT WHERE EDGE ABUTS 6" WIDE STEEL PUMP ISLAND OR TANK SLAB (TYP) TROWEL FINISH 4 U o al SLOPE � SLOPE 7 CONCRETE GUTTER W /6 "x6 "x10" W.W.M. - 8" MINIMUM AGGREGATE BASE SUBGRADE. PREPARATION OF SUBGRADE SHALL BE PI PROCEDURES OUTLINED IN SOILS REPORT LIFT POCKET 12 Y." - I4 1 r. -i 12 Y4" 14" CAST IRON RING AND COVER L B 2" 45' (1 /6) BEND 1 Pe �P �o^ 5 45' (1 /8) BEND 2' -0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. 1. 8' AND 6` CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER. CIS PUBUC WORKS 8 OR 8 INCH CLEAN-OUT �' PLAN -'1 C_- DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 8 CLEAN -OUT DETAIL NOT TO SCALE 7/2 RFINISHED GRADE NEW PAVEMENT - -- EXPANSION JOINT AT 20' INTERVALS 73 4" 9 CEMENT CONCRETE BARRIER CURB NOT TO SCALE 14AV��2 r- 0 U 0 _ Zs � Qy, 4<r7A'G EN G\NE0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING. LAND PLANNING, SURVEYING. ENVIRONMENTAL SERVICES U N6 T ca U � a= 0 Ci O> U O) nn� jt p\nonn 0 Y WLlnn 111 0 'A LION 'co: IiEL� I- -ISM 28527 -30 r� << y SCREW 1 N.C. SOCKET HD Yo-" LONG Y' A.C. M M (BRONZE OR S5.) 18" 18" W N N N L N F t Ys" x 2" RA ISED D PADS N N IU Oi O m O 6" CONCRETE O a n CLASS 3000 1 r. -i 12 Y4" 14" CAST IRON RING AND COVER L B 2" 45' (1 /6) BEND 1 Pe �P �o^ 5 45' (1 /8) BEND 2' -0" SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES. 1. 8' AND 6` CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1' -0" THICK, 2' -0" SQUARE CONCRETE. CLASS 3000, PAD AROUND THE RING AND COVER. CIS PUBUC WORKS 8 OR 8 INCH CLEAN-OUT �' PLAN -'1 C_- DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 8 CLEAN -OUT DETAIL NOT TO SCALE 7/2 RFINISHED GRADE NEW PAVEMENT - -- EXPANSION JOINT AT 20' INTERVALS 73 4" 9 CEMENT CONCRETE BARRIER CURB NOT TO SCALE 14AV��2 r- 0 U 0 _ Zs � Qy, 4<r7A'G EN G\NE0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING. LAND PLANNING, SURVEYING. ENVIRONMENTAL SERVICES U N6 T ca U � a= 0 Ci O> U O) nn� jt p\nonn 0 Y WLlnn 111 0 'A LION 'co: IiEL� I- -ISM 28527 -30 r� << y n M M M M M x 18" 18" W N N N N N F t N N IU Oi O m O N O a n o 0 0 0 0 ARCHITECTURAL PLANS. U J i= a C O O O O SLOPE o SLOPE SLOPE p M N (n O ASPHALT OR (n CONCRETE 6" WIDE STEEL PAVEMENT (TYP.) TROWEL FINISH W 3' � NOTE: SEE SHEET Al FOR MATCHING OF CONTROL JOINTS CONCRETE SWALE DETAIL NOT TO SCALE 3' -8" V_8" PAINT (2) COATS iO TRAFFIC LINE YELLOW ON -SITE n DIRECTIONAL ARROW 11 NOT TO SCALE Scole. Rm373706 Disk File: 13245 -07- 1 3.dw Model: ° 0 Address: v1 431 RAINIER AVENUE SOUTH N RENTON, WA 98057 '^ CTLY OF RENTON Approved by: Date: CONSTRUCTION DEEALS c FRED MEYER d Approved by: Date: FUELNG FACLITY Permit No. U13001730 r Approved by: Date: Drawing Na.: g 7 1T 1 0 Approved by: Date: C/ o 1 1 O d y n ` °J 17 w x 18" 18" n O r "> � w O N � CONCRETE SLAB AND x Y z REINFORCING PER ARCHITECTURAL PLANS. J i= a SLOPE SLOPE o SLOPE SLOPE p M N o e d l= t W t VI M rc Q ¢ 0,a�Q ,,�� `0 0 01' Wa o a a m m a a 0 Ix /\ � \/� M \ v FLOWLINE OF CONCRETE SWALE NOTE: Project N: 13245 Store 4'00459 1. INSTALL EXPANSION JOINTS 0 6" MIN. AGGREGATE BASE AND SUBGRADE 20' -0" O.C. MAX. PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR MATCHING Designed By: CMT AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS Drawn By: RDC INTEGRAL CONCRETE SWALE DETAIL w Checked By. JH �p Dote: 9.7.2012 NOT TO SCALE (AT CANOPY) Scole. Rm373706 Disk File: 13245 -07- 1 3.dw Model: ° 0 Address: v1 431 RAINIER AVENUE SOUTH N RENTON, WA 98057 '^ CTLY OF RENTON Approved by: Date: CONSTRUCTION DEEALS c FRED MEYER d Approved by: Date: FUELNG FACLITY Permit No. U13001730 r Approved by: Date: Drawing Na.: g 7 1T 1 0 Approved by: Date: C/ o 1 1 O d y n ` °J 17 w as = A n O r "> � w O CONSTRUCTION DETAILS OIL /WATER SEPARATOR CHAMBER OIL RETAINER BAFFLE PLATE ACCESS DOOR INSPECTION TEE � / 7 6" OUTLET / INVERT ELEV INVERT ELEV PER PLAN - PER PLAN- TYPICAL DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT /SLUDGE RETAINER WEIR R" IMI FT RIM ELEV PER PLAN - TYPICAL OPTIONAL RISERS AS REQUIRED SECTION A -A 3/16" GALV STEEL PLATE JLL•IIVN '15 BAFFLES AND WEIR n OIL /WATER SEPARATOR 1 NOT TO SCALE (UTllltt VAULT COMPANY MODEL 6605A) MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN - TERMINATE CONDUITS ABOVE �•111� GEOTEXTILE MATERIAL. FABRIC IS INSERT SHALL BE DIRTRAP M 0 N IS RESISTANT TO ULTRAVIOLET INLET ULTRA DRAINGAURD CEILING IN BUILDING AND BIOLOGICAL DEGREDATION OR APPROVED EQUAL. BUILDING AND A BROAD RANGE OF CHEMICALS. N O APPARENT OPENING SIZE (ADS): 80 US STANDARD SIEVE (0.180 MM) SKIRT OVERFLOW PROTECTION GRAB TENSILE STRENGTH: 200 LBS Model: 0 PUNCTURE STRENGTH: 130 LBS HANDLING STRAP EXISTING CEILING MULLEN BURST: 400 PSI•" HANDLING TRAPEZIODAL TEAR: 85 LBS STRAP WATER FLOW RATE: 110 GPM /FT2 z I INSTALL NEW SHEET METAL ENCLOSURE TO CONCEAL PREMEABILITY: 0.38 CM /SECOND J G I ENCLOSURE (24" WIDE) TO DIMENSIONS: J O u 0 W 0 SKIRT: 24 "x36" 0 m HANDHOLE ACCESS AT HANDH LE SOCK FILTER /SEPARATOR: 10" D x 24" L C8 of 10 DISPOSAL REQUIREMENTS: I CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS � FOR DISPOSAL D SEDIMENT COLLECTION CATCH BASIN INSERT ITH SEAL (PROVIDE HANDHOLE AL CCESS AT SEALOFFS) NOT TO SCALE CORE DRILL WALL EXISTING BUILDING S /ONAL EaG G'�O ', - TERMINATE CONDUITS ABOVE �•111� TERMINATE CONDUITS ABOVE EXISTING OVERHANG M 0 N CANOPY OVERHANG IN M 0 N CEILING IN BUILDING O 0\0 M N Q M E BUILDING O O N O N O O 0 SEAL PENETRATIONS (TYP.) Disk File: 13245 -07 -D1 3.dw SEAL PENETRATIONS (NP.) Model: 0 G m EXISTING CEILING _O EXTERIOR f INTERIOR I INSTALL NEW SHEET METAL yW M 0 z I INSTALL NEW SHEET METAL ENCLOSURE TO CONCEAL N H 3 INSTALL SEAL OFF (PROVIDE J G I ENCLOSURE (24" WIDE) TO CONDUITS PAINT TO MATCH J O u 0 W 0 CONCEAL CONDUITS PAINT TO EXISTING BUILDING (WIDTH 0 m HANDHOLE ACCESS AT HANDH LE a I MATCH EXISTING BUILDING C8 of 10 K TO MATCH CURB EXTENT) I M � INSTALL SEAL OFF OR COULPING 3" LB's ITH SEAL (PROVIDE HANDHOLE CCESS AT SEALOFFS) EXISTING GONG EXISTING CONC CURB CORE DRILL WALL - " LB's (TYP.) EXISTING SIDEWALK TO BE SAWCUT AND REPLACED EXIST. GONG WALL EXIST. CONIC. WALL 4SAWCUT ASPHALT EXISTING GONG CURB TO BE AND REPLACED EXISTING CONC (2) 2" CONDUITS FROM SIDEWALK rARINIFT (2) 2" CONDUITS J FROM CABINET SIDE SECTION (2) 2" CONDUIT PENETRATIONS AT BLDG. SEC11ON AND ELEVATION VIEW NOT TO SCALE EXTERIOR ELEVATION c P9 PI,A(\ VIHIW ' OUTLET 24" SQUARd i �2 CRATE SHALL BE HEEL PROOF •. „..,. H 4:AVY UTY 'I'RAN'I'IC GKA'I'E LPI'OXI'S AASHTO 25 LDAUS CRATING NOTES: L30X YALIRICATED FROM 10 GA. MA'IT:I?1A1, L22x2?x,� SEDiMDNT TR.AF W/ HINGED LIE ISOMETRIC SECTION S A L AI;P JVLU — ASI'HE.LI DI 'I' -D ®24" SQUARE - 4 "m OR 6 "m OUTLET STORM WATER CATCH BASIN DWG # PR07. MAN. DWG P. I DWN. PAUL c I SCALE NONE G� clbeon sW1 Bemne DATE: JAN. 23, 06 MODEL: OC910- 3LYTB -9A6 a sn s lure 247 ftshingtm SL Euge, On 97401 ph.(541) 687 - 8,572 Icx :J4H0207 " QUARE CATCH BASIN Y NOT TO SCALE (REFERENCE DETAIL "GCB10- 30HB -4 &6 ") wi 120 V T ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE 3 Z FOR FREEZE PROTECTION CENTER BACKFLOW PRE4ENIER W k� BACNfIO ASSEMBLY ENCLOSUIRE 11 3' MN. 3' INSULATED ENQOAIR TROT 80x' OR EQUAL 318" x 4T ANCHOR BOLTS PER MANUFACTURER CONCRETE SLAB UNION - FINISHED CRATE FINISHED GRADE rye\ 0 DRA V " W SEE NOTE 4 6" MINIMUM SLEEVE FREE URAINING i (TM.) GRAIL _ CONNECT TO WATER METER IMMEDIATELY ADJACENT TO RNA FLOW —� INSTALLED W/ APP'. ADIRECTS L PANEL. FRONT VIEW MATERIAL PER UPC RJQD u[rtrt 50E (SIZE AS RED.) PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS NOTES: 1. ALL REDUCED PRESSURE SACKROW ASS MESTES (RPOA'5) MUST BE LISTED ON LATEST LIST OF TBACKFLOW PRET£NRON ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE', NBUSHEO BY STATE OF WASHWCFCN DEPARTMENT OF HEALTH. 2. ME OWNER APPLICANT MUST OBTAIN A SEPARATE CITY OF RE N TON PLUMBING PERMIT FOR ME INSPECTION Cf' ME INSTURGN OF THE RPRA AND PIPING ME OWNER SHALL FURNISH, INSTALL AND MAINTAIN ME RHEA PAID AM PIPING TESTED APPURTENANCES NFED A MI5 PLAN. 3 ME RPRA MUST BE lREPAI DY A SLATE ANNUALLY ED DATER AT OMER ASSEMBLY TEENER AFTER ITS FTH REPORT INSTALLATION, SHAU AFTER REPAIRS GOT AND TO CITY THEREAFTER AT OTHER'S EXPENSE. A COPY T ME TEST REPORT SNTSS BE SENT ON FAXED TO CITY CF LS T, FAX WATER UTILITY ENGINEERING DEPT.. ATM: WATER GRAINY CROSS E SIZED CONM0. E WITH A FAX N0. 425-430-724t. 110H C 4. DRAIN SHALL BE SIZED IN AR WBA'ICE WITH IN FOR C1.5 5 CIXiHE MA! C' FOR MANUHI. SiAfUM05 Y DRAIN EH 1' SU SMALLER BE LOCATED TE GRAIN TVA LY TOY RAND 6' FOR d" FOSS 5. RPRA AND ME ENCLOSURE SMPAI BE LOCAIEO ON PRIVATE PROPER' AND AS NEAR AS PG55 &E N i11E WATER METER. sID. e� PUBLIC WORKS REDUCED PRESSURE OW PcAR - SM.8 l� DRPARTMENT ASSEMBLY IN HOT T BOX BOX MAµcx zD10 R.P.B.A. W /HOT BOX J NOT TO SCALE (REFERENCE DETAIL "350.2 ") z r� ar 3� a$ I' n DIRECTION OF FLOW > 0 3.. IN I 6" MIN. 6 U NION (TYP.) PLAN a 3 "MAX. E z m FE s a 6 "MIN. TOTO CITY •. •,•" METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ILL DOUBLE CHECK VALK ASSMSUES (DCVA'.) MUST DE LISTED ON LATEST UST O 'BACXROW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE'. PUBUSTED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE Gtt OF nNTON PLUMBING PERMIT FOR ME INSPECTION OF ME WSTALLARON OF THE DCVA AND PIPING ME OWNER SHALL FURNISH. INSTALL AND MAINTAIN THE GOYA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. ME DCVA MUST BE TESTED BY A STATE CERDFED BACKROW ASSEMBLY TESTER AFTER 115 INTO& INSTALLATION. AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF ME LEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATM: WATER UTILITY CROSS -CLWNECTMN CONTROL SPECIALIST, FAX NO. 425 -430 -7241. 4. DCVA AND METER BOX SHALL RE LOCATED OR PRNATE PROPERTY AND AS NEAR AS POSSIBLE i0 THE WATER METER. �® POBNC WORKS -/ "TO 2' DOUBLE CHECK VALVE BID. PGN -940.8 �'A� 5 DEPARTMENT WORK ASSEMBLY FOR IRRIC"ATION OR RESIDENTIAL FIRE SPRINKLER MARCH 2010 A DOULBE CHECK VALVE ASSEMBLY V NOT TO SCALE (REFERENCE DETAIL "340.8 ") 4" CEMENT CONCRETE 4" COMPACTED CRUSHED — SURFACING TOP COURSE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY NOTE: PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM (� CONCRE N.T.S. 2% MAX. SLOPE D o 0 do OOOOO O O °00 O °Q O O O¢W„ G U PLAZA SECTION m Z O U Py. SG`T /'VO ENG %"' 4 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX i N6 0 T Ca O • a.0 C � Oi n CJ m efn 1= N no t_ mIa Q1NOn�0 y wV1°Tn Locso H -8nw a Go W m NJ w MM K H 0 [C m a CS R- 313101 CITY OF TON Approved by yy Date: -77E6y Approved by: ` 1 Approved by: Date: Approved by: Date: GD (n S /ONAL EaG G'�O ', a s �•111� 3 M 0 N M 0 N M 0 N M 0 N M 0 N O 0\0 M N Q M E < O O O N O N O O 0 O Disk File: 13245 -07 -D1 3.dw ^� I Model: 0 G m Address: _O Li f RENTON, WA 98057 DO TAI yW M 0 z CD o o LL N H 3 U J G J G J O J O a Go W m NJ w MM K H 0 [C m a CS R- 313101 CITY OF TON Approved by yy Date: -77E6y Approved by: ` 1 Approved by: Date: Approved by: Date: GD (n O 0 ,a �•111� 3 Designed By: CMi v Z Drown By: ROC E Checked By: JH � Dote: 9.7.2012 Scale: 1"-50, 0 Disk File: 13245 -07 -D1 3.dw ^� I Model: 0 G m Address: _O Li f RENTON, WA 98057 DO TAI yW M 0 z ' o LL N H 3 K f Ed i J W CD CD 0 Q K CS M ti O U u 0 W 0 Ed NJ CL 0 m 0 m CS W a a 0 C8 of 10 K x Y Project #. 13245 Store #00459 O 0 ,a �•111� 3 Designed By: CMi v G, w Drown By: ROC E Checked By: JH � Dote: 9.7.2012 Scale: 1"-50, 0 Disk File: 13245 -07 -D1 3.dw ^� I Model: 0 G m Address: '^ m f RENTON, WA 98057 DO TAI yW M 0 V=1 ' o LL N H 3 K f Ed i J W CD CD 0 Q K CS M ti O U u 0 W 0 Ed NJ CL 0 m 0 m CS W a a 0 C8 of 10 a M � � a Project #. 13245 Store #00459 O 0 ,a �•111� 3 Designed By: CMi v G, w Drown By: ROC E Checked By: JH � Dote: 9.7.2012 Scale: 1"-50, 0 Disk File: 13245 -07 -D1 3.dw ^� I Model: 0 n O Address: '^ 431 RAINIER AVENUE SOUTH N RENTON, WA 98057 '? CONSTRUCTION DUALS FRED MEYER FUELM FACLTTY Permit No. U13001730 M Drawing No.: 0 C8 of 10 a y ,a �•111� 3 w v G, w G, • 'r] EN O � r N � O z w g BASW FILVEAND VMIED GRATE IDETNL 2W IX) rXPICAL(SEE 1015) _ P'� FOR SDOB 13, PROVIDE fY T- SECTION ON OUTLE'r PPE MOIMI® TO MANHOLE WITH SUPPORT BRACKEI8 PER DETAL BELOW. SEE STORM DRAIN a0HEDULE 07 /SNEEr C6 #I r», SEPARATE IMSE I"I BASE CAST- NFLAL4 PRECAST Well RISER orou SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DOSETEn WP1L iHCNNEBs BASE TwCI(HESS m,MUM KNDCKDUi sl$E MINIUUM DISTANCE BETWEEN HNODKOUiG BASEREINFORCING STEEL InLIRIN'UGrgNECTMM' SEPAMTE BA6F INTEGRAL BPSE W f 6" 3W W 09 B. +S N' sr PRECAST 1 3 O IV fiP s' a' 4a• e• Bzs C25 7r 6' 4 1. +r aas 0.24 BP B' 11 7r +Y 0.3A 0.2D yg r IT 84' IT aas 0.2s NOTES +. He steps are required when height is orless. 2. The bofm of the gecest catch basin Trey Do sloped to fadBale deaNng. A The rectangular frame aDd grate must be Instal Wh Ne flange down, The home may bo cost Into the ad)as emnl secbn 4. Knockouts shelf eave a wal tNtl(new of T minimum te 24' nlaxii Provide a 1,5' minlaxlm gap DetWeen the knockout wall and the outside of be, pipe, Aa°r the pipe Is Installed. III BH gap With joint mortar In aaordance With Standard Speollcalon 91 A Al grade rings, risers. and ravings shell be set In mextar In acwrdance With Standard Spedlretlpn 9LI PIPE ALLOWANCES CATCH PIPEMATENALN MXxWUMIxQEEuMErER BASI4 Db TER DNCRETE ALL METAL CPSSP O �Opa LL wcp P�ORLE PLL PMCOp 4B' $4' I I N N N N' sr PRECAST 1 3 O BV ]s' ,Y 3S 36' 4T 721 4Y 4-6' FILTM THROAT OPENING — M A 64' S' fiP 54' 3e 4B' 06' 6r! Sl O Eu,OW PdypNAam slw Sera PBa ISE. S, M&ES) rSW.SPw..1or2)) IsIa.5Peu9OSts121) PUBLIC WORKS CATCH BASIN TYPE 2 STD. PEAN — 201.00 DEPARTMENT MARCH 2008 OPEN 3" X 0.090 GAGE SUPPORT - BRACKET ANCHORED TO CONCRETE WALL. (MAX. 3' VERTICAL SPACING) 12" OUTLET OPEN K U c o N I•. ° _ CATCH BASIN #3 - 12m TEE CONNECTION DETAIL NOT TO SCALE CONSTRUCTION DETAILS SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 9O NOSING (OTHER NOSING AVAILABLE UPON REQUEST) PRECAST TOP SLAB 4 -6" CLEAR • -+ THROAT OPENING a, CAST—IN—PLACE GUTTER DEPRESSED ED PU AND THROAT OPENING (BY CONTRACTOR) THROAT PROTECTION DEVICE '•iI DO NOT REMOVE — LEAVE (/4 DOWEL BARS O 12" O.C. BY AMERICAST n IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR Ir PRIOR TO INSTALLATION OF FIELD POURED GUTTER Ill STABILIZED AND FILTERRA IU IS ACTIVATED PRECAST BOX WALL v IMPORTANT FILTERRA FLOWLINE MUST SECTION VIEW BTETHXu4 BYPASS FLOWLINEN STANDARD FILTERRA THROAT OPENING (DROP INLET OROTT+ER) ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -26 -09 DWG: COT -5 6) Xj 1NQQ0jA0'z7e FILTERRA® THROAT OPENING �9��fn RO AND GUTTER OR FLUME DETAIL U50'AT 16520707.274 CoPyHPFI C 2.7 6, P,MI[Ali AND 6.569.341 fitterfa Filterra® Standard Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra° is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a Compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub-grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site Conditions and local regulations. E. Once the unit is set, the internal Wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backflling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on to of the lid and boards sealed in the unit's throat P P must NOT be removed The Supplier (Americas[ or its authorized dealer) will remove these sections at the time of activation. Backflling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra® unit shall conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. The contractor is responsible for inlet protection /sediment Control and cleaning around each Filterra unit. G. Curb and gutter Construction (where present) shall ensure that the flow -line of the Filterra° units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to Comply with this guideline may Cause failure and /or damage to the Filterra° environmental device. H. Each Filterra° unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grate. Activation A. Activation of the Filtera° unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra® inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials Contaminating the FiltermO system. Care shall be taken during consimction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. A. Each correctly installed Filterra° unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filters- unit. Extended maintenance Contracts are available at extra Cost upon request. B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each Included Maintenance visit Consists of the following tasks. 1. Filterra® unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. R- 313108 PQ`GHlq�s'to O O O 2 Qy, GyTyNG ENG \N�0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PLANNING, i II� T 0. Ca QI E-3 U8 N O c 1m N mry�iB lT�onuB ' n L n'coW o eco F �on� 44' O < r -D• u' -p- i FLUME — SLOPED L7 I - - - --- - ------- --------- -- - - -1 II I 17 O O Project 1: 13245 Store /DD459 W TOWARDS FILTERRA THROAT I I N N N TOP SUa nXi Dote: 9.7.2012 PRECAST 1 3 O O FlL ERR W SO j FILTERRA p000000000°oa - - -- 0 °OO °oa�0000a SO N CE PMING OYP) \ � 4-6' FILTM THROAT OPENING — M A T� _ O O O O - U r/ Sl 1 6' OPENING U • ., N(m (a1 one.) f FLOW ROW PLAN VIEW PLANT AS SUPPLIED BY AMERICAST (NOT SHOWN FOR CLARITY) TRENCH FRAME &GRATE CAST IN TOP SLAB BOWLINE TERRAFLUME 17.15 TREE FRAME & GRATE TOP SL58 WEIR TRAY CAST IN TOP SLAB 2] 65 IS-O' I,a, "Ili T FA' T T m o o te o 1 Oil OUTLET PIPE,.. -.., : ,.• INVERT 23.82 .. .' _ .. ... - .....:._.... ENGINEERED MEDIA L UNDERDRAIN STONE PROVIDED BY AMERICAST PROVIDED BY AMERICAST TOP OF MEDIA MULCH PROVIDED BY AMERICAST 26.07 TOP ELEVATION 26.32 SECTION A -A UNIT TO BE SET PLUMB AND LEVEL DATE: 05 -29 -13 DWG: FTIB—C 2x7 13-2L 1. ����QQP0 FILTERRA INTE NAL BYPASS . CURB CWyi9h1U2W7I,,� WITH 2 JUNCTION CHAMBER FILTERRA SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 9O NOSING (OTHER NOSING AVAILABLE UPON REQUEST) PRECAST TOP SLAB 4 -6" CLEAR • -+ THROAT OPENING a, CAST—IN—PLACE GUTTER DEPRESSED ED PU AND THROAT OPENING (BY CONTRACTOR) THROAT PROTECTION DEVICE '•iI DO NOT REMOVE — LEAVE (/4 DOWEL BARS O 12" O.C. BY AMERICAST n IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR Ir PRIOR TO INSTALLATION OF FIELD POURED GUTTER Ill STABILIZED AND FILTERRA IU IS ACTIVATED PRECAST BOX WALL v IMPORTANT FILTERRA FLOWLINE MUST SECTION VIEW BTETHXu4 BYPASS FLOWLINEN STANDARD FILTERRA THROAT OPENING (DROP INLET OROTT+ER) ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -26 -09 DWG: COT -5 6) Xj 1NQQ0jA0'z7e FILTERRA® THROAT OPENING �9��fn RO AND GUTTER OR FLUME DETAIL U50'AT 16520707.274 CoPyHPFI C 2.7 6, P,MI[Ali AND 6.569.341 fitterfa Filterra® Standard Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra° is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a Compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub-grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site Conditions and local regulations. E. Once the unit is set, the internal Wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backflling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on to of the lid and boards sealed in the unit's throat P P must NOT be removed The Supplier (Americas[ or its authorized dealer) will remove these sections at the time of activation. Backflling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra® unit shall conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. The contractor is responsible for inlet protection /sediment Control and cleaning around each Filterra unit. G. Curb and gutter Construction (where present) shall ensure that the flow -line of the Filterra° units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to Comply with this guideline may Cause failure and /or damage to the Filterra° environmental device. H. Each Filterra° unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grate. Activation A. Activation of the Filtera° unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra® inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials Contaminating the FiltermO system. Care shall be taken during consimction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. A. Each correctly installed Filterra° unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filters- unit. Extended maintenance Contracts are available at extra Cost upon request. B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each Included Maintenance visit Consists of the following tasks. 1. Filterra® unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. R- 313108 PQ`GHlq�s'to O O O 2 Qy, GyTyNG ENG \N�0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PLANNING, i II� T 0. Ca QI E-3 U8 N O c 1m N mry�iB lT�onuB ' n L n'coW o eco F �on� 44' O < i FLUME — SLOPED L7 CROWNED FLUME r7 17 O O Project 1: 13245 Store /DD459 W TOWARDS FILTERRA THROAT PRECAST FILTERRA N N N TOP SUa nXi Dote: 9.7.2012 PRECAST 1= O O FlL ERR W SO j FILTERRA TOP SIAa CURB SO N CE PMING OYP) \ � 4-6' FILTM THROAT OPENING — M A T� _ O O O O - U r/ 4-6* OPENING 1 6' OPENING U • ., CAST -N- CE -" G FLUME k GUIIER G G (ELOPED TOwAR0 PRECAST DOWEL FILTERRA THROAT) FILTERRA CAST W -PUCE (�) WWEL BOX WALL RUME k GUTTER PREC V P) (CROWNED AND SLOPED FlLTERRA - TOWWD FlLTERRA THROATS) Box WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 9O NOSING (OTHER NOSING AVAILABLE UPON REQUEST) PRECAST TOP SLAB 4 -6" CLEAR • -+ THROAT OPENING a, CAST—IN—PLACE GUTTER DEPRESSED ED PU AND THROAT OPENING (BY CONTRACTOR) THROAT PROTECTION DEVICE '•iI DO NOT REMOVE — LEAVE (/4 DOWEL BARS O 12" O.C. BY AMERICAST n IN PLACE UNTIL SITE IS TO BE BENT AS NECESSARY BY CONTRACTOR Ir PRIOR TO INSTALLATION OF FIELD POURED GUTTER Ill STABILIZED AND FILTERRA IU IS ACTIVATED PRECAST BOX WALL v IMPORTANT FILTERRA FLOWLINE MUST SECTION VIEW BTETHXu4 BYPASS FLOWLINEN STANDARD FILTERRA THROAT OPENING (DROP INLET OROTT+ER) ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -26 -09 DWG: COT -5 6) Xj 1NQQ0jA0'z7e FILTERRA® THROAT OPENING �9��fn RO AND GUTTER OR FLUME DETAIL U50'AT 16520707.274 CoPyHPFI C 2.7 6, P,MI[Ali AND 6.569.341 fitterfa Filterra® Standard Plan Notes Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be at the direction of and approved by the Engineer. B. If the Filterra° is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a Compacted sub -grade with a minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maximum density at +1- 2% of optimum moisture. Unsuitable material below sub-grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site Conditions and local regulations. E. Once the unit is set, the internal Wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backflling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on to of the lid and boards sealed in the unit's throat P P must NOT be removed The Supplier (Americas[ or its authorized dealer) will remove these sections at the time of activation. Backflling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra® unit shall conform to ASTM specification C891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. The contractor is responsible for inlet protection /sediment Control and cleaning around each Filterra unit. G. Curb and gutter Construction (where present) shall ensure that the flow -line of the Filterra° units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to Comply with this guideline may Cause failure and /or damage to the Filterra° environmental device. H. Each Filterra° unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through a piped system, gutter flow or through the tree grate. Activation A. Activation of the Filtera° unit is performed ONLY by the Supplier. Purchaser is responsible for Filterra® inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials Contaminating the FiltermO system. Care shall be taken during consimction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. A. Each correctly installed Filterra° unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The cost of this service is to be included in the price of each Filters- unit. Extended maintenance Contracts are available at extra Cost upon request. B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each Included Maintenance visit Consists of the following tasks. 1. Filterra® unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) D. The beginning and ending date of Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. R- 313108 PQ`GHlq�s'to O O O 2 Qy, GyTyNG ENG \N�0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PLANNING, i II� T 0. Ca QI E-3 U8 N O c 1m N mry�iB lT�onuB ' n L n'coW o eco F �on� 44' O < i M L7 17 r7 17 O O Project 1: 13245 Store /DD459 W N N N N N \ \ Dote: 9.7.2012 N 1= O O M W SO j z O LL K Q N SO N CE W 2 Lu O' Gp 6 — M o O O O O O U D] G G G G AN Cn LEJ of r e i Iy IaPh�h J n I a J { Project 1: 13245 Store /DD459 m Ss 'p Designed By: Cliff Ss C O 'Sf Drown By: RDC <r Checked By: JH Dote: 9.7.2012 Scale: 1' =50' 1= Disk File: Ix•sac_n-7_nI e.4.,._ I= W SO j z O LL K Q N SO N CE W 2 Lu O' Gp 6 Z N X 3 m Lu W o K 0. 0. 0 m SO ii r e i Iy IaPh�h N n I a I us { Project 1: 13245 Store /DD459 m Ss 'p Designed By: Cliff Ss C O 'Sf Drown By: RDC <r Checked By: JH Dote: 9.7.2012 Scale: 1' =50' °z Disk File: Ix•sac_n-7_nI e.4.,._ CITY OF RE ON Approved by: a—_ II II Date:—? ky- Approvedby: /V� Date: Approved by: Date: Approved by: Date: C-9, (L-­25 7 3 -7 d 8 431 RAINIER AVENUE SOUTH RENTON, WA 98057 CONSTRUCTION DUALS FRED MEYER FUELING FACLIIY Permit No. U13001730 [CIO 1111 N Y II d N a M ri 0 0 m E m 00 'L1 Iy IaPh�h { 1 m Ss 'p Ss C O 'Sf O <r 1 °z w WATER PAN GENERALNOIES Sbidrd PIRr NU.30D L ALL WORKANDiMTHUNISSHALL KIN ACCORDANCE WITH THE LATEST EDIfIONOFTHE CIIYOF REmUNPUBUC WOR0 STANDARD SPECNCATIONS AND SPECIAL PROVOM AND WS00T / AP WA SrAIDARD SFEOFtCAM WS, LATEST UNr10N AS AMENDED BYTHECRYOF REMOR ASET OF CITY APPROVED PIANSSHALL BE KEPTATTHEJOBSOEWRD& VEIL CONSTRUCTION BNPRODRESS. APRE-CONS7RUCIION CONFERENCE SHALL BE HELD PRIOR TOTHESTARTOF CDNSFRUCIKRITNE CONTRACTOR ANDOR DEVEIOPELSHALL BE RESPONSIBLE FORSECURNO ALL NECEMARYPFAMITISPRKMLro COM4Sf ucri011 2. ALL EXISTING UIIUIESSHALL REMAIN N SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. TKECONRACTORSIWL CALL 1400424-55% TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHAU BE NEW AND UNDAMAGED, AND 'CATALOG CUTS• FOR ALL MATERIALS SHALL BE APPROVED N WRRILNT BY THEOIYOF RENTON PRIOR TO BMWM ANY MATERIALS ONSITE, 4, ALL WATER MAN PIPE MATERIALS SNAIL BE CEMENT LINED DUcmE IRON Pei. Tx1ON NC AS S2 PFRAW WACssl AND 10L PIPEJONR SHALL BE PUSH4I1111 OR REOWBGALJONC CAST •ION OR DUCTILE EON PPE FRINGS5IIALLBECIASS251 PER ANWAWWA CUWA21104L ALL DUCTILE IRON PPE AND FRTINGS SHALL BEWRAPPEDWITH BAg.INACK TUBE7YPE, POLYETHYLENE PLASH[ PER AW%ACIOSSTANDARDS. S. MINIMUM COVER FROM TOP OF WATER MANS TO FINISHED GRADE SHALL BE 36INCHES FOR PPE DIAMETER OF 104NCH OR LESS AFD48NCNE5 FOR PPE DIAMETER OF 124NCH AND LARGER. MAXIMUM CDM FORALLwATB MAN59WLBE BOINCHES ANY DEVIATIONS MUST BE APPROVED BYTHE OTYOF RENWN RRORTOCONSFRUC ION. WHEM UMDYCNWJCMoam& THE PROFILE OFTHE WATER MAN SHALLBEANUSIEDAS NECESSARY10 CLEAR CONFIXISANDTO PROVEN MINIMUM COVER. PIPE DEFLECTION SHALL NOTEX= ONE -HALF OF PIPE MANIEACIU8 SPECIFCTION FORBIZEOF PPE USED ALLTRENOI BAOALLSHALL BE COMPACTE0709S PERCO/FMAXIPAUM ORYOUMNAS DEIEIA9 ®BYTHEIISPD EDPROCTOR TEST AREAS. (MPD)NROADWAY ;ROADWAYBE95M RS, ROADWAY PROM AND ORNEWAY $AND6PEIfBNTMDD IN UNPAVED AREAS. ALLPIPEmNECOM ►ACIIOIISW18E95 MD0. G CONCRETE BLOODING FOR WATER MAIM SHALL BE DESIGNED. INEFALIIDAND POURED N PLACE INACCOROANCE WITHOTY OF RENTON STANDARD DETAIL.SANDSPEW"TKMAND SHALLRE NUMWATALLVEItTMAND HOMWALBENDS, Fn7NQ AND BASEOF NYDIIANIS MEWUIGS (OR SIMILAR PRODUCT) MAYBE RE MM O NA .MfA1AMCALJONISN ADDDIONTO CONCREEBUDCONG. 7. ALLNEW WATER MAN PW5AND FffINGS94AL1 HAVE A FOAM PIPE PIG WINTHROIIGIN THEA PRIORTO BUMF RUSHED, DNNFIOW,ANDTESTEO. CLEARING. PRESSURE AND PlR MTIUMNG SHALL BEDONE N7NE PRESENEOFANDUNDEITNE SUPMIS1CNOFACUYOFRFMONUTIIIIYNSPE CCOL THECMMtAC10RR LLSUPPLY,NSTALLANDREMOVEPLLrA CORFORATMMDR KM- OFFASSE. NBC E$ ANDTHRUSTRESTRANC/ BWOMFORTESFNGMOFUMYACCEPTAWY -NO =WCF)ON SHALL BE MADE BETWEEN THE NEW MAN OR KI WEENTHE NEW WET TAP VALVETDAN ExISING MAN Umil THE NEW PIPING INLS BEEN iOAAT•IIf,GED, DLgIFEC7ED, F1I1511FD, AND PA6rDB0111 PIEglMEA1DPI1MY76mNG. 8. NEW WATER ASABSINCLUDW SENILE LATTIW .SSNALLSETESIFDATASTAnCPfOWOOF 150 PSIAWAYAMM PRESSURE WITH A MBOAUM OF 225 PSITEST PRESSURE FOR 120 MINUTES WRNA MAXIMUM OF5 PSI PRESSURE MOP DLMM THE ENIRETEST KRIM RIPON SATISFACTORYCOMPIETIO N OF7NE PRESSURE TE5T.THE INESNALLRE DISINFECTED, RUSHED, ANDTHEN WATERSAMPIESSWW BETAKEN FOR PUPMTESTDW BYTHE PUKIC WORKS !INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFYTHE CITY DAYS PRONTO MAKING COWEC IOISTO7 MAN AND RrTNGS AT THE CONNECTION PI THE RFULCONNECFKK THE CONTRACTOR ALL MATERIALS PEOl11RED FOR THE CITY OF Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. 4. A pre - construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours In advance of badcfilling all construction. S. Conbadzir is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the ConsWction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contactor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 Inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for Horizontal Control shall be North American Datum 198311991 Meters unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 11 All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a property prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans & Specifications. This shall include necessary leveling of the trends bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 Inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. Erosion Control Notes 1. These notes shall appear for all projects - site improvements, surface water utility, wastewater utility, water utility, and transportation plans: 2. Before any construction or development activity occurs, a pre - construction meeting must be held with the City of Renton, public works design engineer. 3. The Boundaries of the clearing limits and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged by survey tape or fencing In the field prior to construction in accordance with Appendix D of the Surface Water Design Manual and observed during construction. During the construction period, no disturbance beyond the clearing limbs shall be permitted. The clearing limits shall be maintained by the applicantJESC supervisor for the duration of construction. 4. Stabilized construction entrances shall be installed at the beginning of construction and malnta In ed o th for duration of the project. Additional measures, such as e P J constructed wheel wash systems or wash pads, may be required to ensure that all wed areas are kept dean and track out to road right of way does not occur for the Da p 9 Y duration of the project. S. All required sedimentation erosion control facilities must be constmcted and in operation prior to land clearing and /or construction to prevent transportation of sediment to surface water, drainage systems and adjacent properties. All erosion and sediment facilities shall be maintained in a satisfactory Condition until such time that clearing and /or construction Is complete and potential for on -site erosion has passed. The Implementation, maintenance, replacement and additions to eroslon /sedimentation control systems shall be the responsibility of the permitee. 6. The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permhee shall antidpate that more erosion and sedimentation control fadlitles will be necessary to ensure complete siltation control on the proposed site. During the Course of Construction, R shall be the obligation and responsibility of the permltee to address any new conditions that may be created by the activities and to provl de nd above minimum requirements, as may be needed to additional facilities, over a req y , protect adjacent properties and water quality of the receiving dral nage system. 7. Approval of this plan Is for erosion /sedlmentadon control only. It does not constitute an approval of storm drainage design, size nor location of pipes, restIctors, channels, or retention facllRies. 8. Any areas of exposed soils, Including roadway embankments, that will not be disturbed for two days during the wet season (October lA trough March 30") or seven days during the dry season (April is tough September 30) shall be Immediately stabilized with the approved ESC Cover methods (e.g., seeding, mulching, plastic covering, etc.). 9. Wet season seasonal erosion and sediment Control requirements apply to all Construction sites clearing between October 1 and March 30 inclusive, unless otherwise approved by the City throug h an adjustment process. 10. Cover measures will be applied In conformance with Appendix D of the Surface Water Design Manual 11. Any area needing ESC measures, not requiring Immediate attention, shall be addressed within seven (7) days. 12. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or within 24 hours following a storm event. 13. At no time shall more than one (1) foot of sediment be allowed to accumulate within a catch basin. All catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not flush sediment -laden water Into the downstream system. 14. During the time period of October la through Mardi 30"', all project distributed soil areas greater, that are to be left un- worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 15. Any permanent retention /detention facility used as a temporary settling basin shall be modified with the necessary erosion control measures and shall provide adequate storage capacity. If the Permanent facility is to function ultimate ly as an Infiltration system, the temporary fadllty must be rough graded so that the bottom and sides are at least three feet above the final grade of the permanent facility. 16. Prior to the beginning of the wet season (Oct. 1), all disturbed areas shall be reviewed to identify which ones can be seeded in preparatlon for the winter rains. Disturbed areas shall be seeded within one week of the beginning of the wet season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the City of Renton for review. Surface Water Standard Plan Notes 1. These notes shall appear on projects for the surface Water utility. 2. Before any Construction or development activity occurs, a pre-construction meeting must be held between the City of Renton plan review section and the applicant. 3. All design and Construction shall be In accordance with the Renton Municipal Code (RMC), the latest edition of the Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the Qty of Renton Public Works Department. It shall be the sole responsibility of the applicant and the professional civil engineer to correct any error, omission or variation from the above requirements found in this plans. all Corrections shall be at no additional cost to the City. 4. Approval of this road, grading, parking and drainage plan does not Constitute an approval of any other construction (e.g. domestic water conveyance, sewer Conveyance, as electrical. etc. The surface water drainage stem shall be constructed according to the approved plans, which are on files in with the City. Any deviation from the approved plans will require written approval from the City Renton Public Works Department, Surface Water Utility Section. 5. A Copy of these approved plans must be on the job site whenever construction Is in progress. 6. Grading activities (site alteration) are limited to the hours of 7 a.m. to 7 p.m. Monday through Saturday and no work on Sunday is allowed, unless otherwise approved with a written decision by the City of Renton. 7. It shall be the a IicanYs wntactor's res nslbilit to obtain all Construction pP / po Y easements necessary before initiating off -site work. Easements require City review and approval prior to construction. 8. Franchised utilities or other Installations that am not shown on these approved plans shall not be constructed unless an approved set of plans that meet all requirements of Chapter 4 of the Surface Water Design Manual are submitted to the City of Renton. 9. Datum shall be NAVD 88 unless otherwise approved by the City of Renton. Reference benchmark and elevations are noted on the plans. 30. Any dewatering system necessary for the Construction of stormwater fadlides must be submitted to the City for review and approval. 11. All utility trenches and roadway subgrade shall be backfilled and compacted to 95 percent density, standard proctor. 12. Open cutting of existing roadways for non - franchised utility or storm drainage Work Is not allowed unless specifically approved by the City of Renton and noted on these approved plans. Any open cut shall be restored in accordance with the City of Renton trench restoration standards. 13. All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is Completed and the potential for on -site erosion has passed. 14. All retention/detention facilities must be installed and in operation prior to or in Conjunction with all Construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 15. All pipe and appurtenances shall be laid on a properly prepared foundation In accordance with the current State of Washington Standard Specification for Road and Bridge Construction. This shall Include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and Compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. 16. Steel pipe shall be aluminized, or galvanized with asphalt treatment #1 or better Inside and outside. 17. All drainage structures, such as catch basins and manholes shall have solid locking lids. All drainage structures associated with a permanent retenton /detention facility shall have solid locking lids. 18. Building and other structures shall be placed in accordance with Table 4.1 Easement Widths and Building Setbacks Lines. 19. All catch basin grates shall be depressed 0.10 feet below pavement level. 20. All driveway culverts located within City of Renton right -of -way shall be of sufficient length to provide a minim um 3:1 slope from the edge of the driveway to the bottom of the ditch. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 Inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 Inch rock / 10 - 20% passing. 21. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this dmlmge system will be submitted to the City upon Completion. 22. Drainage outlets (stub -outs) shall be provided for each individual lot, except for those lots approved for infiltration by the City. Stub -outs shall conform to the following: a. Each outlet shall be suitably located at the lowest elevation on the lot, so as to service all future roof downspouts and footing drains, driveways, yard drains, and any other surface or subsurface drains necessary to render the lots suitable for their intended use. Each outlet shall have free - flowing, positive drainage to an approved stormwater conveyance system or to an approved outfall location. b. Outlets on each lot shall be located with a five- foot -high, 2" x 4" stake marked "storm" or "drain ". The stub -out shall extend above surface level, be visible, and be seared to the slake. c. Pipe material shall conform to underdain specifications described in Chapter 4 of Surface Water Design Manual and if non - metallic the pipe shall be laced in the P P P 9 a trench with a tracing wire above or other acceptable detection. d. Private drainage easements are required for drainage systems designed to Convey flows through individual lots. e. The applicant/Contractor is responsible for Coordinating the locations of all stub - out conveyance lines with respect to other utilities (e.g. power, gas, telephone, television). f. All Individual stub -outs shall be privately owned and maintained by the lot home owner. g. Storm drainage pipe systems shall not penetrate building foundations, except for sump pump discharge lines used to drain crawl spaces, provided the sump pump system includes back low prevention or a check valve. s (compacted, graded, landscaped, etc. ofthe 23. All disturbed pervious area ( pa , g ped, ) development site must demonstrate one of the following: The existing duff layer shall be staged and redistributed to maintain the moisture capacity of the soil, OR; Amended soil shall be added to maintain the moisture capacity. 24. Proof of liability Insurance shall be submitted to the City prior to construction permit Issuance. 25. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the Continuing legal obligation and /or liability Connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during mristructlon. 26. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work. Any work within the traveled right -of -way that may Interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1 -07 -23 Traffic Control shall apply. 27. Project located within the aquifer protection area (APA) shall Comply with Special Requirement #6 of the Surface Water Design Manual and Aquifer Protection Regulations (RMC 4-3 -050). R- 313109 CITY OF Approved bYC���KfGC Approved Approved by: Approved by: to O U o Z� Py. G <TrNG r( � o� EN G% 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CARL ENGINEERING, LAND PLANNING. SURVEYING. ENVRONNENML SERVICES i U •Z O , T Ca O U a._ 0 U8 • N NO • U N�n7 • o %�� o" Y wUv0 M Loot" a s y z M M M M M O O w N N N N N G w W K M m j M m I.-SJ Z m N w C N O O\D O O a N O a 0 0 0 0 0 (n Z O (n LJJ Qf Project /: 13245 Store /00459 Designed By: CMT Drown By: RDC Checked By: JH Dale: 9.7.2012 Score: n Disk File: 431 RMNIER AVENUE SOUTH RENTON. WA 98057 Date: Y / f/ CONSTRUCTION NOTES �/ FRED MEYER � Wf d Date: FUELING FACLITY Permit No. U13001730 Date: Date: C "D - 42- 3 -7 --,-? ) 01 C10of 10 I 01 a s n V a n M O N 0 M N a; E m 0 y z O � C �jm 0 < r � H o G w W K M m j M m I.-SJ Z m N w C N Lo u z 52 c .3 a a m s m a Project /: 13245 Store /00459 Designed By: CMT Drown By: RDC Checked By: JH Dale: 9.7.2012 Score: n Disk File: 431 RMNIER AVENUE SOUTH RENTON. WA 98057 Date: Y / f/ CONSTRUCTION NOTES �/ FRED MEYER � Wf d Date: FUELING FACLITY Permit No. U13001730 Date: Date: C "D - 42- 3 -7 --,-? ) 01 C10of 10 I 01 a s n V a n M O N 0 M N a; E m 0 y z O � C �jm 0 < r � H o z W PLAZA LAYOUT PLAN \ J \ 1' =20' -0' 0 10 20 40 6 3 9 v1 A - 15 TYP. a \ PA PA 3 �1 , � 6 MONUMENT PRICE SIGN O 5 PA PA `\ \ �P o J \ n� 0 C) e, N \ NP. \ N \ OD \ PA \ 5 \ N f `\ \ P -RA P ell- \ 11 8 G \Fc: 3 \ ...... ............................... .............. ............................... : 8 V` ei►.7I ;L L L o SYMBOL ITEM CONSTRUCTION CALLOUTS 1 - ISTING PLANTING AREA EXISTING STREET PAVING SEE CIVIL PLANS O O 2 EXISTING DRIVE — SEE CIVIL PLANS PA PLANTING AREA <D EXISTING CONCRETE CURB — SEE CIVIL PLANS O EXISTING CONCRETE PAVING — SEE CIVIL PLANS CONCRETE PAVING (D EXISTING ASPHALT PAVING — SEE CIVIL PLANS e . NATURAL COLOR MEDIUM BROOM FINISH 2 FOOT CONTROL JOINTS BOTH DIRECTIONS 6O EXISTING FRED MEYER SIGN SEE CIVIL PLANS <D PROPOSED ASPHALT PAVING —SEE CIVIL PLANS FJ EXPASION JOINT 0 PROPOSED CONCRETE CURB —.SEE CIVIL PLANS O OPEN CJ CONTROL JOINT 45 PROPOSED CURB RAMP — SEE CIVIL PLANS t1 PROPOSED CONCRETE SIDEWALK — SEE CIVIL PLANS + BOLLARD — LIGHTED IQ PROPOSED PLAZA CONCRETE PAVING — SEE CIVIL PLANS (3 TOTAL) ® BENCH 14 BOLLARD —LIGHT : LED LIGHTED BOLLARD SERIES, MODEL B- 4 -5A2 —L 6`X36' (3 TOTAL) CAST IN PLACE WITH CONCRETE FOOTINGS, STANDARD COLOR BLACK, MANUFACTURED BY FAIR WEATHER SITE FURNISHINGS & ACCESSORIES 1- 800 - 323 -1798 .�Z. DENOTES ALIGN WITH INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS s METAL BENCH: PLAZA SERIES, MODEL PL -2 WITH CENTER ARM, 6' LENGTH, DENOTES RUSH WITH IN— GROUND MOUNTED WITH CONCRETE FOOTINGS, STANDARD COLOR BLACK, MANUFACTURED BY FAIR WEATHER SITE FURNISHINGS &ACCESSORIES 1- 800 - 323 -1798 ° EXISTING TREE INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS TO REMAIN, SAVE, AND PROTECT i6 RADIUS POINT FOR PAVING LAYOUT R- 313110 CITY OF RENTON Approved by: Q?A..� fi. (Xi+^ -- Date: G130/1 STATE OF/ WASHINGT Approved by: REGIST LANDSCAPE HITE Approved by: M. EL ERTI PATE N0. 706 (V LID ONLY WITH SIGNATURE) Approved by: EXPIRES: 12/15/14 Date: Date: Date: 12-- 37 -z7-) /d Pvp .9� t Qy. 0 KT7NG ENG \NSF. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL QNYIEEtM LAND PIAW". SURVfrIt1G. 061toNM WAL SEIb= Z U z ` O LU Q II OC T c U a` goo a _j S_ N O z U v rnn • ono Ir ()lNmhN O MOM !_ Y w��o LNCOX LL H °oar M M d t2!2 M a �mC � X w m. F N N N c o yr Z < r "-7 � WW ,6 O ad z W O O O J w www i GENERAL CONSTRUCTION NOTES z wwo 1. CONTRACTOR TO OBTAIN ALL NECESSARY ANY /OR REQUIRED PERMITS AND 11. ALL CONSTRUCTION AND WORKMANSHIP TO CONFORM TO THE LATEST UNIFORM $d Sd PAY ALL RELATED FEES AND /OR TAXES REQUIRED TO INSTALL THE WORK BUILDING CODE. �w INDICATED ON PLANS. 12. THESE NOTES TO BE USED IN CONJUNCTION WITH THE PLANS AND ANY 2. DETERMINATION OF "EQUAL" SUBSTITUTIONS TO BE MADE ONLY BY THE m DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE g U LANDSCAPE ARCHITECT AND OWNER. ARCHITECT PRIOR TO THE START OF ANY WORK. O] 3. ALL DIMENSIONS ARE TAKEN FROM BACK OF CURB, OR EDGE OF PAVING, 13. CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS, FRAMING CONDITIONS, _ UNLESS OTHERWISE NOTED ON THE PLAN. THE DIMENSIONS ARE SHOWN AND THE CONDITION OF THE SITE PRIOR TO COMMENCING WITH WORK. THE W FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE LANDSCAPE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES o CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. OR DEFICIENCIES. 4. ALL FORMS AND ALIGNMENT OF PAVING TO BE REVIEWED AND APPROVED BY 14. CONDITIONS NOT SPECIFICALLY SHOWN ARE TO BE CONSTRUCTED SIMILAR TO THE THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO POURING. PROVIDE A DETAILS FOR THE RESPECTIVE MATERIALS. MINIMUM OF 48 HOURS NOTICE. W FO W t C 1 W d 15. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PRODUCT. ALL 5. CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL BRACING TEMPORARY SUPPORTS SHORING ETC. IS THE SOLE RESPONSIBILITY V OTHER TRADES AND GENERAL CONTRACTOR. OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION 5. ALL MATERIALS TO BE NEW UNLESS OTHERWISE NOTED ON PLANS. METHODS AND SAFETY CONDITIONS OF THE WORK SITE. a m m i a m m n 6. FOR SITE GRADING SEE CIVIL ENGINEER'S PLANS. 16. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED w W ON THE PLANS OR IN THE NOTES MAY BE CONSIDERED FOR USE, PROVIDED z rc 7. SUB -GRADE UNDER FLAT WORK TO BE COMPACTED TO 95 %. PRIOR APPROVAL HAS BEEN OBTAINED FROM THE LANDSCAPE ARCHITECT, OWNER, ¢ f=t Designed By: CMr AND APPLICABLE GOVERNING AUTHORITY. g 8. CROSS PTTCH ALL FLAT WORK 2% AWAY FROM THE SEAT WALLS. 17. LOCATE ALL EXPANSION, CONTROL, AND SCORING JOINTS AS NOTED ON THE LAYOUT m 9. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION Pte' IR AND BE LIABLE FOR ALL DAMAGES INCURRED. 18. ALL SANDBLASTING TO BE COMPLETE PRIOR TO THE PLACEMENT OF ANY TOPSOIL Date: 10. CONTRACTOR TO COORDINATE ALL SLEEVE LOCATIONS AND INSTALLATION AS AND INSTALLATION OF ANY PLANT MATERIAL. NOTED ON THE PLANS. INSTALL ALL SLEEVING PRIOR TO ANY PAVING. Scale: 1'= 20' -0' R- 313110 CITY OF RENTON Approved by: Q?A..� fi. (Xi+^ -- Date: G130/1 STATE OF/ WASHINGT Approved by: REGIST LANDSCAPE HITE Approved by: M. EL ERTI PATE N0. 706 (V LID ONLY WITH SIGNATURE) Approved by: EXPIRES: 12/15/14 Date: Date: Date: 12-- 37 -z7-) /d Pvp .9� t Qy. 0 KT7NG ENG \NSF. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL QNYIEEtM LAND PIAW". SURVfrIt1G. 061toNM WAL SEIb= Z U z ` O LU Q II OC T c U a` goo a _j S_ N O z U v rnn • ono Ir ()lNmhN O MOM !_ Y w��o LNCOX LL H °oar V) z O (n W M M d Y a �mC � X w m. F c o yr Z < r "-7 � WW W z W E E p J w z $d Sd $d Sd $d �w z V) z O (n W L1 of 6 y m N d a � �mC � X w m. F c o yr Z < r "-7 � WW W z W E E p J w z p o �w z m W g U O] Z m N _ W o F W FO W t C 1 W d V a i a m m n m Project Store'OL)459 v 0 Designed By: CMr Drown By: ROC IR Checked W. JH E Date: 9.7.2012 Scale: 1'= 20' -0' ° Disk File: 13245- LI -2.dw 3 Model: v N I J Address: 431 RNNIER AVENUE SOUTH n RENTON, WA 98057 i PLAZA LAYOUT PLAN ° FRED MEYER FUELING FACLJTY Permit No. 013001730 L1 of 6 y m d a � �mC w m. F c o yr < r "-7 � WW y z W PLAZA DETAILS 1/4" N J U CONTROL JOINT FINISH SURFACE SELF LEVELING SEALANT TO MATCH PAVEMENT COLOR PRE MOLDED BITUMINOUS EXPANSION JOINT SEE PLAN FOR LOCATIONS CONCRETE PAVING - MEDIUM SANDBLASTED FINISH .IAIPI161*1llie)Q.9q211111111ILIWQU F' SEE CIVIL PLANS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL, AND SUB -GRADE PREPARATION COMPACT SUB -GRADE 95% EXPANSION JOINT DOWELING SEE BELOW FINISH SURFACE CONTROL JOINT - SEE PLAN FOR LOCATIONS SPACING AS SHOWN ON PUNS REINFORCING - SEE CIVIL PLANS CONCRETE PAVING - MEDIUM SANDBLASTED FINISH SEE CIVIL PLANS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL, AND SUB -GRADE " . PREPARATION 61111- mck7_U1w.10 FINISH SURFACE SCORE JOINT - SEE PLAN FOR LOCATIONS REINFORCING - SEE CIVIL PUNS a CONCRETE PAVING - MEDIUM SANDBLASTED FINISH SEE CIVIL PLANS FOR ,:..e ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL, AND SUB -GRADE PREPARATION Iit COMPACT SUB -GRADE 95% SCORE JOINT 1 - EXPANSION, CONTROL, SCORE JOINT DETAILS NOT TO SCALE N U — FINISH SURFACE — CONCRETE PAVING - MEDIUM SANDBLASTED FINISH — EXPANSION JOINT - SEE DETAIL ABOVE — REINFORCING - SEE CIVIL PLANS SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL AND SUB -GRADE PREPARATION I COMPACT SUB -GRADE 95% 1/2° X 24" STEEL DOWEL GREASE ONE END. 24° O.C. AND 6° FROM EDGE OF PAVING. AT DUSTING PAVING PRE -DRILL EXISTING PAVING FOR GREASED END OF DOWEL 2 - EXPANSION JOINT DOWELLING DETAIL NOT TO SCALE STATE OF R- 313111 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: c'' Q- -�'7�'7I/ 14AV��2 n U Qom. G<r /TUG ENG\NE(r. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CNLL ENGINIMIM. LAND PUNNING, SURVEYING. ENVRONMENUL SOMM T �Q n -- Eo 0 0 v �n NO LM Im j7,ON G) yN I t�l�Ot�H W O"1 Y W0 vM M L NLOK O °D_IOi n.on n n a a a N N N N N O V) N N N c'! v i o w d x n w 06 O N E Date: 9.7.2012 O O O ° Disk File: 13245- LI -2.dw O Model: O O O C Q 431 RAINIER AVENUE SOUTH N RENTON, WA 96057 m m _ C z ¢ w N 9 II n O C /! m K z o a MM C K wnn Wct= mg FS .-Ne7 cn z I O V) LJ j v i o w d x n E cp w E Date: 9.7.2012 Style: N/A ° Disk File: 13245- LI -2.dw 0O Model: N G C Q 431 RAINIER AVENUE SOUTH N RENTON, WA 96057 m m _ C z ¢ w N 9 II n O C /! m K z o a o= a m z L= g o a a in L2 of 6 y m a m D �3 m d � C Om y °z a v Project J: 13245 Store /00459 0 Designed By: CMT n Drawn By: RDC cp Checked Sr. JH E Date: 9.7.2012 Style: N/A ° Disk File: 13245- LI -2.dw i Model: N J Address: Q 431 RAINIER AVENUE SOUTH N RENTON, WA 96057 m PLAZA DUALS FRED MEYER FUELNG FACLITY Permit No. U13001730 n L2 of 6 y m a m D �3 m d � C Om y °z LANDSCAPE PLANTING PLAN r3. tit � l p 'I.PIP � L\ I V c• �\ ` 0 ` � $ •''�f Vii. , LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS OWING SEASON; STREET TREE USE, '.OWING SEASON; STREET TREE USE, .RA SYSTEM CONTACTOR OWING SEASON; STREET TREE USE, PROTECT CHED HEIGHT AND CHED HEIGHT AND CHED HEIGHT AND ERS TREES: M 000 < N N N ERS, IN RANDOM PLANTS ACER RUBURM 'BOWHALL' / 2" CAL. AS SHOWN 7 STAKE &GUY ONE GI r �D BOWHALL RED MAPLE B & B z NURSERY GROWN FOR N N N N BRANCHED AT CERCIS OCCIDENTALIS / 1" CAL. AS SHOWN 2 STAKE &GUY ONE GI 0 WESTERN REDBUD B & B NURSERY GROWN FOR COORDINATE WITH FIL1 ZELKOVA SERRATA 'MUSASHINO' / 2" CAL. AS SHOWN 5 STAKE & GUY ONE GI 00 Ifif SAWFOOTH ZELKOVA B & B 4 U NURSERY GROWN FOR BRANCHED AT 6' 0 EXISTING TREE F U 19 TO REMAIN, SAVE, ANI SHRUBS: Wss BERBERIS GLADWYNENSIS 'WILLIAM PENN' / 21" - 24" 4' O.C. 82 FULL AND BUSHY, MA VJ WILLIAM PENN BARBERRY CC a FORM iA CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' / 2 GALLON 1.5' O.C. 162 FULL AND BUSHY O KARL FOERSTER REED GRASS 0 K O �I wmm ERICA CINEREA 'C.D. EASON' / 2 GALLON 2' O.C. 107 FULL AND BUSHY ® BELL HEATHER in W W `� W PRUNUS LAUROCERASUS 'MOUNT VERNON' / 2 GALLON 2' O.C. 214 FULL AND BUSHY, MA 0 MOUNT VERNON LAUREL IX a FORM PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 21" - 24" 4' O.C. 85 FULL AND BUSHY, MA ® OTTO LUYKEN LAUREL FORM GROUNDCOVERS �NM Z Y h FRAGRARIA CHILOENSIS / 4" POT 12" O.C. AS REQ'D HOLD 12" FROM BORI ® BEACH STRAWBERRY Project /: 13245 GERANIUM ' ROZANNE' / 25% ROZANNE GERANIUM 4" POT 12" O.C. AS REQ'D HOLD 12" FROM BORI GROUPING OF 4 TO FRAGRARIA CHILOENSIS / 75% BEACH STRAWBERRY EXISTING LANDSCAPE TO REMAIN, SAVE, ANI OWING SEASON; STREET TREE USE, '.OWING SEASON; STREET TREE USE, .RA SYSTEM CONTACTOR OWING SEASON; STREET TREE USE, PROTECT CHED HEIGHT AND CHED HEIGHT AND CHED HEIGHT AND ERS M M M M 000 < N N N ERS, IN RANDOM PLANTS N N N O .- N Scale: 0 0 a 000 PROTECT R- 313712 mom cn Z O w Qy. ``.140 ENGON 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX T cQ O d E N Uv � y it10 O�NOrN 0 M (U NiOv �NCOK r'0210i CITY OF RENTON Approved by: CfAA A Date: STATE OF WASHING TO Approved by: Date: REGISTERE DSCAPE F4I Approved by: Date: M. RTI CATE 706 J ONLY WITH SIGNATURE) Approved by: Date: EXPIRES: 12/15/14 CT,) r -'4_7 �7 1"' )_ Designed By: M M RDC < < Date: 9.7.2012 Scale: 1•= 20.-0. Disk File: 13245- L3 -4.dwo r �D � o z W N N N N N 00 Ifif 4 U w F U MIM M Wss CC a M iA C CITY OF RENTON Approved by: CfAA A Date: STATE OF WASHING TO Approved by: Date: REGISTERE DSCAPE F4I Approved by: Date: M. RTI CATE 706 J ONLY WITH SIGNATURE) Approved by: Date: EXPIRES: 12/15/14 CT,) r -'4_7 �7 1"' )_ Designed By: CMT Dmwn By: RDC Checked By: JH Date: 9.7.2012 Scale: 1•= 20.-0. Disk File: 13245- L3 -4.dwo r �D � o z W J E 00 Ifif 4 U w F U MIM M Wss CC a M iA C FL 0 K O �I wmm X m t in W W `� W W C m IX a a �NM Z Y h rp J-9 Project /: 13245 Sto CITY OF RENTON Approved by: CfAA A Date: STATE OF WASHING TO Approved by: Date: REGISTERE DSCAPE F4I Approved by: Date: M. RTI CATE 706 J ONLY WITH SIGNATURE) Approved by: Date: EXPIRES: 12/15/14 CT,) r -'4_7 �7 1"' )_ Designed By: CMT Dmwn By: RDC Checked By: JH Date: 9.7.2012 Scale: 1•= 20.-0. Disk File: 13245- L3 -4.dwo 771 -- -- 431 RAINIER AVENUE SOUTH RENTON, WA 98057 LANDSCAPE PLAN7M PLAN FRED hEYER FUELNQ FACLITY Permit No. U13001730 L3 of 6 I I I I x w O 6 IIn v U N s a ao n e N n N m E v 0 3 a N M i m rn i n i °o n ai T` A d w� d d � c Nym O r �D � o z W J LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFUCT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACIUTY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CAUPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED, B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253 - 653 -5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05 -2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST - CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESUUTNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C ". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON -FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30- POUNDS NITROFORM (38 -0 -0) 3. 5- POUNDS AMMONIUM SULFATE 4. 40- POUNDS CALCIUM CARBONATE UMESTONE 5. 40- POUNDS DOLOMITE LIMESTONE 6. 5 -OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. LANDSCAPE PLANTING NOTES AND DETAILS D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3- POUNDS NITROFORM (38 -0 -0) 4. 1- POUNDS AMMONIUM SULFATE 5. 2- POUNDS CALCIUM CARBONATE LIMESTONE 6. 2- POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION OR AS INDICATED ON PLANS. THIS ACCOMMODATES TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB- GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS PLACE 2 INCHES 6 INCHES IN PARKING LOT ISLANDS OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE- HALF -INCH (1/2 ") SIZE, TO ONE- QUARTER (1/4 "), I.E., "FINE," HEMLOCK /FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI - DESICCANT: "WILT- PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE- ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND /OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN- \ LOCK jYPFTOR RUBBER GUYS TIED IN FIGURE EIGHT; REMOV A ER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND — INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND - 3" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10 FINISH GRADE PREPARE PLANTING BPD PER SPECS; AT MIN., LOSSEN — AND MIX SOIL TO 18' OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIA. MULCH LAYER 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE — .. B£D' / REMOVE [����L WRAP. TIES. AND CONTAINERS NOTE: 1 SCORE KOOY AL AND WORK N RSER S IL REMOVE CONTAINER AND WORK��' AWAY FROM PERIMETER ROOTS ROOTS FREE OF SOIL BACKFILL TO BE SETTLED USING WATER TE R ONLY. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL SEE PLANT LIST FOR PLANT SPACING. PENETRATION TO SUBBASE ( +) 24" LE>36'ItMNtaLMIJL IH) 1(( LANTEDS POWMULH) (PLN(I ®B�OIE MULCH) (PIJWi® MULCH) TREE PLANTING /STAKING DETAIL GROUNDCOVER PLANTING DETAIL NOT TO SCALE NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET CURB BERM HEIGHT 6" MIN --------- �1 -1/2" DRAIN AT LOW iiiiii POINTS & 10' SPACING SOIL LINE: 3" MAXIMUM IN MULCH, 1" IN LAWN f i PAVING (SEE CIVIL PLANS) SUBGRADE - 1 ^T =•L REMOVE EXCESS GRAVEL AND PAVING COARSE TRANSITION FROM TOPSOIL 12" MAX. LIP TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING • PARKING LOT PLANTERS DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE �e X. TOP OF CURB )P OF MULCH HOLD PLANTS FROM — EDGE OF PLANTER AS NOTED ON PLANT LIST a BED UNE EDGE ---, CURB /WALK \. NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. T cQ O irl-w C- C) L Nm Nm I p Bonn Om -- L No0 Y w °6�o n I -goal. M M M (n z O M O 'Pell U V Qy. r140 9.7.2012 ENG \NEE 18215 72ND AVENUE SOUTH KENT, WA 98032 N (425)251 -6222 0 (425)251 -8782 FAX T cQ O irl-w C- C) L Nm Nm I p Bonn Om -- L No0 Y w °6�o n I -goal. M M M (n z O M M Y V < N N N 9.7.2012 Scala: N/A N N N 0 w N N w C4 s N NO� .N- .M- p O a ad W o N o 0 0 000 o w SPACING AS CALLED OUT ON PLAN PLANT / -3 LIST M N PLANT MATERIAL SPACING DETAIL NOT TO SCALE LANDSCAPE Approved by: Approved by: Approved by: ) ONLY WITH SIGNATURE) Approved EXPIRES: 12/15/14 HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST (n z O (n W RDC R- 313113 CITY OF P ENTON Date: Date: Date: Date: mm COM W>= ¢z W t C of5 E c_ c_ N M d Project #: 13245 Stom /00459 N CMT Drawn By RDC x JH Dote: 9.7.2012 Scala: N/A Disk File: 13245- L3 -4.dw Model: 0 w p W o w M N w m F U M U w O Of in C y� II � o ¢ii XX W o U m t o � a o a v? Project #: 13245 Stom /00459 Designed By CMT Drawn By RDC Checked By. JH Dote: 9.7.2012 Scala: N/A Disk File: 13245- L3 -4.dw Model: Address: 431 RAINIER AVENUE SOUTH RENTON, WA 98057 LANDSCAPE PLANTM NOTES AND DETAILS FRED MEYER FUELING FACLITY Permit No. U13001730 L4 of 6 m y O �( w3 v C wym O O z w \ 3 / f 1 1 -; aikk V \ C \\ \ \ \ \ r �\ LANDSCAPE IRRIGATION PLAN ♦ 1'- 20' -0' a 0 10 20 40 ♦ nm` j,,1 �e �+ `�A ♦♦ \ 1` ♦. G Hz. )N 24V \ PAINT 9 °; ,.� OR. ELD ADJUST MAI NE °�` D LATERAL LINE 0 \ ♦• "' ' .V OID CONFLICT W PY ER \, \c'� dy EXISTING VAULT . w ♦. \ p 5.6 w 4 ,A ♦ ♦ °` \0 O w O O ` zo ♦ O� ♦.\ t \\ t W Gvtien„ LANDSCAPE IRRIGATION LEGEND DESCRIPTION SPRINKLER HEADS: RAINBIRD 18012 - SAM -PRS POP -UP FOR SPRAY HEADS SYMBOL NOZZLE PSI GPM PRECIP. RADIUS • C O S O O RAINBIRD 5 F, H, T, 0 SERIES 30 0.41, 0.20, 0.13, 0.10 1.83 5' `0'b'b'b b % RAINBIRD 8 F, H, T, Q SERIES 30 1.05, 0.52, 0.35, 0.26 1.83 8' 0000 ® 0 RAINBIRD 10 F. H, T, 0 SERIES 30 1.58, 0.79, 0.53, 0.39 1.75 10' O 13 RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 - 4'x30'/15' RAINBIRD 100 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX RAINBIRD WR2 -RC WIRELESS RAIN SENSOR COMBO, MOUNT ON CANOPY, COORDINATE LOCATION WITH OWNER, ARCHITECT, AND GENERAL CONTRACTOR PRIOR TO INSTALLATION < RAINBIRD ESP8LXME 8 STATION CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MANUFACTURER'S WRITTEN SPECIFICATIONS LOCATE IN KIOSK COORDINATE LOCATION AND ELECTRICAL WITH OWNER ARCHITECT, AND GENERAL /ELECTRICAL CONTRACTORS PRIOR TO INSTALLATION Q RAINBIRD 33 -DRC 3/4" QUICK COUPLING VALVE, IN VALVE BOX, PROVIDE (2) KEYS AND SWIVELS ►� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX WILKINS 950 XLT- 3/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER, P.O.C. ® PER CITY 850 OF RENTTOONN TANDARDZE INSTALLATIO MATCHNP E AIL SEE SHEET L -6 CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID - •- •- •- •- •- • -• -•- MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 160 (SDR -26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND /OR WIRES, 4" SIZE MINIMUM / / / \— ���[[[�� tX—,-- TYPICAL VALVE CALL -OUT VVALVE STATION NUMBER X VALVE GPM VALVE SIZE EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, AND PROTECT O EXISTING TREE TO REMAIN, SAVE, AND PROTECT IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE R- 313114 CITY OF RENTON Approved by: Date: STATE OF Store /00459 WASHINGTON R D Approved by: AND SCEGIS LAP I CT d a Approved by: Approved by: ,,<A UR M EIDEL CERTIFICATE NO. 706 (VALID ONLY WITH SIGNATURE) EXPIRES: 12/15/14 9.7.2012 Date: Date: Date: Pte, G`r7NG ENG0 �4• 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX U i O UJI go cc T s= W o� U J 0 W U L � N r O\^ A Y LL � : t2'2 t2 Store /00459 Designed By: h M d a a N N N 9.7.2012 Stole: N N N N N N O w N t2 O uriad w N O O O O O O O Sd Wd V / z U) Ljj Of N W O Z C U F Z C W U W m n j ? 2 sz o IL z W� zo man. o a. n. rc Wa a_ Project 1: 13245 Store /00459 Designed By: CMT Drawn By: RDC Checked By: JH Date: 9.7.2012 Stole: 1'= 20' -0' Disk File: 13245- L5 -6.dwo '6ST1 431 RAINIER AVENUE SOUTH RENTON. WA 98057 LANDWA 3E IiPoG TM PLAN RED 6EYER FUELNG FACLITY Permit No. 013001730 L5 of 6 X w 0 0 \n a ii 0 0 n N E 0 O A3 [tl A m > O r "a # w °z w LANDSCAPE IRRIGATION NOTES AND DETAILS SECURE PER MANUFACTURER'S SPECIFICATIONS WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAINBIRD RAIN SENSOR NOT TO SCALE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE 6 " CLEAR OF OBSTRUCTION POP -UP MULCH CONDITION c a FINISH GRADE o a ADJUST ANGLE AT SPRINKLER — - SLOPE COVERAGE FLUSH MULCH I_� — CONDITIONS. 50% OF iii- SLOPE ANGLE - TYPICAL SPRINKLER - MARLEX 90' ELBOWS PVC SCH 40 PVC SCH 80 NIPPLE TEE SxSxT (SIDE INLET ONLY) PVC LATERAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP -UP RISER ASSEMBLY NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE /QUICK COUPLER /WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. PVC MAINLINE /LATERAL ` NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR) SLEEVE /TRENCHING DETAIL NOT TO SCALE N PVC SCH 80 SxT 90' ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE PVC FINISH GRADE WATERPROOF WIRE CONNECTOR PER MANUFACTURER'S VALVE BOX WITH COVER REMOTE CONTROL WITH COVER BODY CLEAR o /o c PAVING SEE GRAVEL SUMP SPECIFICATIONS MAINLINE PVC SCH 80 NIPPLE PO�o x N 3.. nN Of 0 0 6" MIN. =6"MIK(TYP.�UNION CIVIL PLANS 6 (TYP.) PLAN > U a 3'MAX. FINISH GRADE O z bT z � `� b _ III >> T0_( ITY > METER STACKED METER SECTION 6" MIN. FREE COMPACTED BACKFILL O BOXES DRAINING GRAVEL 1Ir___ III NOTES: N O F =III _ QUICK COUPLING VALVEvP ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON O € DEPARTMENT OF HEALTH. AT 90% DENSITY (TOPSOIL) ° 0 2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION Z 8 OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE OUT DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. _ CENTER IN BOX 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL O W W .INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST W AT 95% DENSITY REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241. OUT W MOUNTING BRACKET -III l WATER METER. 1 C.U. FT. 7/8" GRAVEL j'4" TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR STD. PLAN - U0.8 O ° ' (STRUCTURAL) RESIDENTIAL FIRE SPRINKLER MARCH 8010 = SUMP v —Nn Z a N O I` w SLEEVES) Project /: 13245 Store j00459 RAIN SENSOR MARLEX ELL - TYPICAL <o o jo � -i 6" OFFSET PVC LATERAL =0 0 o�L PVC MAINLINE 0 c ) O ° PVC SCH 80 PVC NIPPLE °V` VALVE WIRING 0C_>; PVC SCH 40 PVC SXSXT TEE 'o ALT. WIRE SLEEVE 6 B PIPE BED MATERIAL m a TO BE CLEAN AND FREE OF ROCK'.\ -.. n a LARGER THAN 1/2" SECURE PER MANUFACTURER'S SPECIFICATIONS WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAINBIRD RAIN SENSOR NOT TO SCALE QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE 6 " CLEAR OF OBSTRUCTION POP -UP MULCH CONDITION c a FINISH GRADE o a ADJUST ANGLE AT SPRINKLER — - SLOPE COVERAGE FLUSH MULCH I_� — CONDITIONS. 50% OF iii- SLOPE ANGLE - TYPICAL SPRINKLER - MARLEX 90' ELBOWS PVC SCH 40 PVC SCH 80 NIPPLE TEE SxSxT (SIDE INLET ONLY) PVC LATERAL NOTE: MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP -UP RISER ASSEMBLY NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE /QUICK COUPLER /WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. PVC MAINLINE /LATERAL ` NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS "B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR) SLEEVE /TRENCHING DETAIL NOT TO SCALE N PVC SCH 80 SxT 90' ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE PVC SPEAR WIRE WITH WATERPROOF WIRE CONNECTOR ON CUT END VALVE BOX REMOTE CONTROL WITH COVER BODY CLEAR PVC LATERAL 1 C.F. Itei�:2VIV7•el i? PVC SCH 80 NIPPLE AND FEMALE ADAPTOR PVC SCH 80 UNION PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18 ") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON RSFLOWABLE SEALANT IN ALL THREADED FITTINGS, PER S. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT /CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION. INSTRUCT OWNER AS TO PROPER OPERATION AND WINTERIZATION OF THE IRRIGATION SYSTEM. 8. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND BEAR THE U.L. LABEL. DOUBLE CHECK w ASSEMBLY CITY STANDARD z NOT TO SCALE Approved by: ARTH M CERTFlCAIF''NO. NO. 70 708 (VALID ONLY WITH SIGNATURE) Approved by: EXPIRES: 12/15/14 z O E W 0 W LLW °lo J r a DIRECTION OF FLOW N x N 3.. nN Of 0 l 6" MIN. =6"MIK(TYP.�UNION 6 (TYP.) PLAN > U a 3'MAX. O O z bT z � U b 16-MIN. >> T0_( ITY > METER STACKED METER SECTION 6" MIN. FREE n n 7 BOXES DRAINING GRAVEL N N NOTES: N O F 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA'.) MUST BE USTED ON LATEST LIST OF ' BACKFLOW PREVENTION 0 G ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE ", PUBLISHED BY STATE OF WASHINGTON O € DEPARTMENT OF HEALTH. N 2. THE OWNER /APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION Z 8 OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE OUT DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL O W W .INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE, A COPY OF THE TEST W W REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX NO. 425- 430 -7241. OUT W 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE l WATER METER. ` PUBLIC WORKS elm DEPARTMENT j'4" TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR STD. PLAN - U0.8 RESIDENTIAL FIRE SPRINKLER MARCH 8010 DOUBLE CHECK VALVE ASSEMBLY CITY STANDARD DETAIL NOT TO SCALE Approved by: ARTH M CERTFlCAIF''NO. NO. 70 708 (VALID ONLY WITH SIGNATURE) Approved by: EXPIRES: 12/15/14 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30 %. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, - BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ( "FIELD RECHARGE ") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF IRRIGATION MATERIAL /EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. R- 313115 CITY OF RENTON Approved by: Date: STATE OF CMT WASHINGTON REGISTERED Approved by: LANDSCAPE A I a a Approved by: ARTH M CERTFlCAIF''NO. NO. 70 708 (VALID ONLY WITH SIGNATURE) Approved by: EXPIRES: 12/15/14 z O E W Date: Date: Date: �-7 � 5- mP�GHA%�Z O U to r Qy. G`r7'VG ENG \NEE 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX Z v i LuO L x WF1 Z T C _j E •1 LU O� w cc U cc 0) r A Y LL • H _ If TI CMT n n a a a 9.7.2012 Scale: N/A Disk File: 13245- 1-5 -64wa z O E W 0 W J N N N z nN W l 6 .- O > U O O O � .I 1 CMT o RDC Checked By: JH Date: 9.7.2012 Scale: N/A Disk File: 13245- 1-5 -64wa z O E z 0 W ccf Designed By. CMT Drawn By: RDC Checked By: JH Date: 9.7.2012 Scale: N/A Disk File: 13245- 1-5 -64wa z O E W 0 W z W ce J U U m >> > CO 7 (W Q W W Z W F I ¢a= W c t O € K E: N W " Z 8 O W W W W W W l —Nn Z a N O I` w Project /: 13245 Store j00459 Designed By. CMT Drawn By: RDC Checked By: JH Date: 9.7.2012 Scale: N/A Disk File: 13245- 1-5 -64wa 431 RAINIER AVENUE SOUTH RENTON, WA 98057 LANCIWAM FIMA11ON NOTES AND DETAILS FRED MEYER FUELING FACL ITY Permit No. U13001730 L6 of 6 "v x 0 8 d rn a N a 0 N E E 0 0 y ;a A 1M l7 a� �m G T m C < r O N� W 0 CIVIL GENERAL NOTES ' ' a'I' . •1 al I I ' 111111111, \ NON p" 0000� I �Ll b''" � �' �.R' � it a' 1 •, ]. rf I �1 / • 1 1 1 . yy � a.�11 r1I�r rn. w � 1 II �x s . x t • � A�.4 4'At � yh., `VAI 1 i 1 : I � • 111 111/ � 1 ����� � F 't it � �� YI 1 ::a -• 11 a• 111 g i all r' I • `"r `'�`f31 sr ` • • • a .1 � a n aa•+ •I a 1 t, Int d PHONE ROOM LOCATION SEE DETAIL 3/C8 FOR BUILDING PENETRATION DETAIL EXACT LOCATION TO BE DETERMINED BY KROGER P.M. C1OF - 10 CML GENERAL NOTES C2 OF 10 DEMOLITION AND T.E.S.C. PLAN C3 OF 10 SITE IMPROVEMENT PLAN C4 OF 10 GRADING PLAN C5 OF 10 STORM DRAINAGE UTILITY PLAN C6 0 10 SANITARY SEWER AND WATER UTILITY PLAN C7 0 10 CONSTRUCTION DETAILS C8 OF 10 < CONSTRUCTION DETAILS C9 OF 10 CONSTRUCTION DETAILS C10 OF 10 CONSTRUCTION NOTES L1 OF 6 em PLAZA LAYOUT PLAN L2 OF 6 i' -Y'•` PWA DETAILS L3 OF 6 abJ le LANDSCAPE PLANTING PLAN L4 OF 6 INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CIN. IT SHALL BE THE LANDSCAPE PLANTING NOTES AND DETAILS L5 OF 6 LANDSCAPE IRRIGATION GA ON PLAN L6 OF 6 � Shia .i• if �r..�7'..� LANDSCAPE IRRIGATION NOTES AND DETAILS LEGAL DESCRIPTION: (PER FIRST AMERICAN TITLE INSURANCE COMPANYS SUBDIVISION GUARANTEE, THEIR ORDER NO. NCS -520798 -ORI, DATED APRIL 9. 2012 AT 7:30A.M.) PARCEL F, CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA 99-017, RECORDED UNDER RECORDING NUMBER 9904069001, BEING A PORTION OF HENRY H. TOBIN DONATION LAND CLAIM NO. 37; GOVERNMENT LOTS 11, 13 AND 16 OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; AND TRACTS 1, 2, 3 AND 4 OF SUPPLEMENTAL MAP OF RENTON SHORELANDS; EXCEPT THAT PORTION CONVEYED TO THE CITY OF RENTON BY DEED RECORDED UNDER RECORDING NO. 20110811001002. 1• ` ffl 1 1 I'• 1' 4 THIS SURVEY REPRESENTS ONLY A PORTION OF THE ABOVE DESCRIBED LtYD, HORIZONTAL DATUM - BASIS OF BEARINGS THE HORIZONTAL DATUM FOR THIS PROJECT IS NAD 83(91) PER CRY OF RENTON. CITY OF RENTON CONTROL POINT NO. 60 WAS HELD FOR POSITION AND A LINE BETWEEN CRY OF RENTON CONTROL POINT NO. 60 AND CRY OF RENTON CONTROL POINT N0. 1898 WAS HELD FOR ROTATION BEING NORTH 6T 23' 14' EASE VERTICAL DATUM - BASIS OF ELEVATIONS (NAVD88) THE VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PER CRY OF RENTON. CIN OF RENTON BENCHMARK NO. 1920 WAS HELD FOR ELEVATION, BEING 27.87 FT. (RAVD88). SITE BENCHMARK: FND LEAD AND TACK IN MONUMENT CASE IN INTERSECTION OF RAINIER AVENUE SOUTH AND RENTON CENTER WAY. ELEV = 29.69 (NAVD88) SITE ADDRESS: 431 RAINIER AVENUE SOUTH RENTON, WA 98057 I SHORING AND DEWATERING NOTE THE GENERAL CONTRACTOR SHALL REVIEW PLANS, NOTES, AND GEOTECHNICAL ENGINEER RECOMMENDATIONS FOR SHORING AND DEWATERING MEASURES REQUIRED FOR EXCAVATIONS. COSTS FOR PROVIDING AND IMPLEMENTING THESE MEASURES ON THIS PROJECT SHALL BE SPECIFICALLY INCLUDED IN THE CONTRACTOR'S BID PROPOSALS. SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT HAS BEEN PREPARED FOR THIS PROJECT GEOTECHNICAL ENGINEERING REPORT: FRED MEYER 459 FUEL STATION - RENTON, WASHINGTON DATED: JUNE 5, 2012 PROJECT NO.: 2012-247 SOIL REPORT PERFORMED AND PREPARED BY: THE RILEY GROUP, INC. 17522 BOTHELL WAY NE BOTHELL, WA 98011 PROJECT CONTACT: ERIC L. WOODS, LG (425) 415-0551 - `Table of Recorded Covenants Ganditions, Restrictions and (:ar Easements - S�Document4May Impact the Pfoposed DeVeMpment of'3'Fred MeyRrFuel Center ff459 Renton Center -- ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL 431 S. Rainier Ave. Renton, WA 98057 -Parcel No. 000720-0209:08 C 1 355959 ,Udkimwn Seattle Tacoma Power Company --+Easement-Power lines and oles - Notma ble'.. � n G�. -..� s.���`sc x&Y'r%"¢f3 �ND`' y v{� is: ��3 G C'.•.r?; ltde i �,r 7tl'y!'' goo' •.4GH� STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. , � s=v 3 3666599 ; ]8;945 United States ofArnwica Deed Easement-ElecMt -wermrismission�fine � i1 3664560 07/15/1946 CRy.ofSeattle :Easement-Odubleci=ittransmks[oWline - No[mappa6le:-: S -W52341 06/24/1959 StateofWashington :Deed- reservingallnil,gases„coal, ores, minerals,fossils efc, and the Npimappabie right of Yora nin developing and workingthe sante. - 8 5259593 02/02/3960 City.of Renton Easement -Sewer - Notmappable,' 7 5820505 PugetSound Power&UgM Easemen[_U..n.ielTam groUndetpetric"stern -. Not mappable ny an Rgnton'Shopping Center S 923D10320 x0!14!1992 � "Covenants, eonditkaw, restrictions acid/oreasements Not mappable AssoGates 4. � '••• v iQ a. V' nm - r , Ai'fi .. eptC+ l6` •�• eE • ,•-+• .77 M=.aei .5e`5; ASA Wee, r'vKl SD '9231241168 1 24/3992 PugetSouod Powerand Light-.'Easeorent-An uNew,oundelecMcVammiisiopendjordisUibLfwn u PRIOR TO Cam m ayste Notm able aPP 11 '9411129x309 30/29/1994 Puget Sound Powerand Light _Easement An underground electric transmission andtard'Istributlon em Notmappable - �� r2=111 ?J i Lm YX �h c ..,., ..,y wuterandsd[�eerxraGer i' -Y'•` ."..nz . �., .Tac ..r , t 1l66F !'l:aww`�sa Px ' '13'9510090750 Renton Easement-PsusbicutfUes .... abJ le ANot 4f E:. lRfimolavprc .. .. ,._ .. n ax t 720 Cav ftwconcitiorrs resLkaidnsand/preasgmerds-oacum'ept{sl INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CIN. IT SHALL BE THE :14 89040f1560 04/04/1992 Roundup 6, declaringmudiflcations thereof recorded November27;2oD2 as Notmappable -...e,100211270038#ofOfficial Records. ^. " �" tPtp�,44., a '4,,,<...., 'iti< !.g ,:'��_ �•£c;{+i 0, a.AY' tAata f.F' _ii } ( .i.: �.c...< r:.Ea$@IBent-t•` ram �.. i$.} � Shia .i• if �r..�7'..� PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE e . 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED. AND COMPUED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. 4. A REPRESENTATIVEFOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A SITE EXCAVATION AND GRADING, B. INSTALLATION OF SHORING SYSTEM, C. OVEREXCAVATION FOR PLACEMENT OF STRUCTURAL FILL (WHERE APPLICABLE), D. PLACEMENT OF STRUCTURAL FILL AND SOIL COMPACTION, E. VERIFICATION OF SOIL -BEARING CAPACITY, G. PLACEMENT OF UNDERGROUND STORAGE TANK BACKFILL 5, PROVISIONS FOR SOILS ENGINEER SPECIAL INSPECTIONS SHALL BE INCLUDED IN CONTRACTOR'S BID PROPOSAL E SITE 0 VICINITY MAP GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL wj C BUILDING CODE AND/OR PLUMBING CODES, 3 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY c aim r m STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF � 2 ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. =q� LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE C RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, �Vz THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL an f~/1 PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. U SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED //W� O PRIOR TO JJJW CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. on 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS z old IN PROGRESS. W , 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CIN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE a < CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). N N 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT oe a MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S o 0 RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR 'BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND o c a SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, Zi 0 ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL T. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS d REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. N 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT DISPOSAL SHALL BE COORDINATED WITH THE CITY PUBLIC WORKS DEPARTMENT. O Z � T 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE In (p COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. �' W 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM J w FACILITIES. o= z D 0 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY s HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE zo 13245 Im a I U �i1 . Co Lb U a Call Toll Free 1 (800) 424-5555 TWO WORKING DAYS BEFORE YOU DIG R-313116 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PIANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGRAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Approved by: Approved by: Approved by: Approved by: CITY OF RENTON Date: Date: Date: Date: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING .THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. mP�9120HA(jc..�Z O U f- ? AP y. G�T7NQ EN GIN��Q 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX acacaru��c>tr U � z o c o 0 o c a 11 111 of Zi c o o c o z� 0 wj C 18 v$1 3 'z 4 c aim r m 3 > n � 2 �nm =q� Z C �Vz m an f~/1 on //W� O JJJW olo on olol� G z old U � z o c o 0 o c a 11 111 of Zi c o o c o 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CIVIL GENAL NOTES FRED MEYER FUELNQ FACILITY Permit No. U13001730 C1 of�10 AB' R-3-73-7/6 8�2 z� 0 wj C 18 v$1 3 'z 4 c aim r m 3 > n 6M 2 �nm =q� Z C �Vz m an f~/1 on //W� O JJJW Z on W w G z Ll W a m m ` a d E N Z � N M V In (p n a Project f. 13245 Store 100459 Designed By. CMT Drown By. RDC N Checked By: JH n Date: 9.7.2012 E Scale: Disk File: 13245-01-0 0 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CIVIL GENAL NOTES FRED MEYER FUELNQ FACILITY Permit No. U13001730 C1 of�10 AB' R-3-73-7/6 8�2 z� Z wj C 18 v$1 3 'z c aim r m 3 > n I� 8O umy m O 18 v$1 GG a c aim r 5a 3 > da. 2 �nm =q� Z C �Vz m M I � 8O umy m M D W3 -n•C G GG a c aim r 0 3 > O W I � 8O goa M D ga� GG 0 10 20 40 N � I � 22.2��'' PVC ESE I 18.51 = 21.23\ �T CONC E = 21.60\ \��/\, V = 20.88 MEASURE) / o e>�c �� _a1.0 n V_ 0 6L \ e• I PROTE(ON \ _--A ((((((TTTT11"1151YY''''pppPPP EASEMENT TO CITY OF REP PER REC. NO. 9Z08470T \ (D(CE 14) WCUT 1 OF / as � of / ```•� REMAIN / o // SILT '\ENCE- // \� 1 \ CB -J \ 1 PRO CRON J RIM = 26.29 \\ \ ADS W = 2y42 1`RIM = 28.42 PVC NW = 19.0 / v PVCS= 19.12 PVC E = 20.32 / RE ) oy J J ' o -2.10 S. TESC LEGEND: INLET PROTECTION LIMITS OF CLEARING PAVEMENT REMOVAL LIMITS .. PAVEMENT REMOVAL LIMITS CONSTRUCTION FENCE i4 3E * 3N SILT FENCE • • • • • SURFACE FLOW ARROW .mac.. PIPE REMOVAL CURB REMOVAL _ SAWCUT LINE ---------------------__ REMOVE I SIDEW AND NECESSARY F SERVI F EC 3 EX. DEMOLITION AND T.E.S.C. PLAN EROSION CONTROL CALLOUTS: PROVIDE AND INSTALL TEMPORARY SEDIMENT CONTROL FILTER AT EXISTING INLET TO PREVENT SILT -LADEN RUNOFF FROM LEAVING SITE. SEE DETAIL ON SHEET C8, OR USE CIN OF RENTON MONUMENT SIGN TO REMAIN. ' --", \ A j, Imo) PROTECTION STD. PLANS 216.20, 216.30, 216.40 OR 516.50. PROTECT /ROM DAMAGE..;' - a - Q INSTALL TEMPORARY ROCK CONSTRUCTION ENTRANCE PER CITY OF RENTON STD PLAN 215.10. 29.15 B LOCATION TO BE DETERMINED IN FIELD FOLLOWING DISCUSSION WITH INSPECTOR AND PROJECT ¢ /� )NC S = 6.77 MANAGER. A INLET P TECTION - / . (y3 y ° G,' y�y\"�."�,'"(`, 7 C N� 75 \\ ©CONSTRUCT 10'x10'x 2 MIN. DEPTH CONCRETE TRUCK WASHOUT SUMP (W/2:1 SIDE SLOPES). (TIP•) // v+ - y ° 56853' 514' CONTRACTOR SHALL MONITOR AND MAINTAIN SUMP PERIODICALLY SO THAT WASHOUT ' " �`J �N,\\ MATERIAL DOES NOT OVERFLOW. WHEN CONCRETE WORK IS DONE, FILL AND COMPACT SUMP WITH qqT STRUCTURAL MATERIAL AND PAVE PER ASPHALT PAVING SECTION: T EROSION CONTROL NOTES: (V) DEMO "'` \ \ 1. PUBLIC STREETS AND SITE PARKING/DRIVE AISLES ARE TO BE KEPT CLEAN OF DIRT AND DEBRIS N CURB R/W WORK GENERATED BY WORK. CLEANUP SHALL BE BY SWEEPING AND/OR OTHER APPROVED METHODS. \ `L 2. CONTRACTOR SHALL PROVIDE SILT PROTECTION ON EXIST. CATCH BASIN(S) IN PROXIMITY OF WORK WHICH HAVE POTENTIAL TO RECEIVE SURFACE RUNOFF FROM WORK AREA. OT S !• " ADJUST LID TO MATCH �' \ / I 9 3. CONTRACTOR SHALL REVIEW HIS PROPOSED HAULING ROUTES AND PROPOSAL FOR ONSITE FINISHED GRADE, INSTALL TRAFFIC CONTROL WITH PROJECT MANAGER FOR APPROVAL. o SOLID LOCKING LID. ';; `'\ TE m 4. CONTRACTOR SHALL DISPOSE OF ALL SOLID AND HAZARDOUS WASTE OFF-SITE AT APPROVED \✓ \a\ LOCATION AND SHALL NOT ALLOW STORAGE ON-SITE. ALL FUELING STORAGE SHALL BE j CONTAINED WITHIN APPROVED CONTAINERS AND LOCATED IN SECURE LOCATION. FUELING SHALL OCCUR ONLY IN AREAS DESIGNATED FOR FUELING AS DIRECTED BY CONTRACTOR. B coN u oN TEMPORARY DUST CONTROL MEASURES m 1. THE CONTRACTOR SHALL MAINTAIN WATER TRUCKS AT THE SITE AND SHALL DAMPEN THE GRADE AREAS AS REQUIRE TO CONTROL DUST. /29.0 - WASHOUT-' 2. WATER OR COVER STOCKPILES OF SOIL, SAND, OR OTHER MATERIALS THAT CAN BE BLOWN BY THE WIND. y / INLET PROTECTION 3. COVER ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIAL, OR REQUIRE ALL TRUCKS TO MAINTAIN AT LEAST TWO FEET OF FREEBOARD. 2µ.8NCE=\��� � - 22 58 4. SWEEP DAILY (PREFERABLY WITH WATER SWEEPERS) ALL PAVE ACCESS ROADS, PARKING AREAS, AND C N COC S - lla�ii 28 STAGING AREAS AT CONSTRUCTION SITE. ++• `+ •� ON81W = 2A56 COMMUNICATION SOILS NOTES: VAULT TORE% \ \ 1, THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT, AT PROJECT COMPLETION, WILL NOT IX. SS PIPE BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATE INTO A DRAINAGE FACILITY, MUST BE PROTECTED. THE .° 4`;, TO BE REMOVED \ DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE 2. ANY DUFF LAYER OR TOPSOIL REMOVE DURING GRADING SHALL BE STOCKPILE ONSITE IN A DESIGNATE, CONTROLLED _ AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER •' � , •SS `' 15 R/W \ ORK PORTIONS OF THE SITE WHERE FEASIBLE, F •: ,, `�' ki 3. THE SOIL, IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED, SHALL BE AMENDED TO MITIGATE FOR LOST OF MOISTURE -HOLDING CAPACITY. THE iO'BE: - ' •, ° • i j\SL \ \ AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACE TOPSOIL SHALL BE A MINIMUM 8 INCHES y THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND t, . .; 4 IElIDF101NE •• / „ 4 DSCAPa \ A "PH" SUITABLE FOR THE PROPOSE LANDSCAPE PLANTS w TANK 7 7 \, IX. EET LIGHT TO DEMOLITION CALLOUTS: �` •''�• „� - �:. ,R PROTECT FROM \ w • - 1 „' 1 SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS UNE, AND REMOVE PAVEMENT REQUIRED TO PERFORM NEW a N <' '•... • ;• ' / c\\`G O WORK. COORDINATE WITH SITE IMPROVEMENT PLAN AND GRADING AND STORM DRAINAGE PLAN FOR EXACT �• ORING \ SA IX. CONCRETE WCIJT LIMITS. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL SAWCUTTING TO INSTALL o a Le' �•' ' H/ - IRRIGATION LINES. • •' J\ : �- ..: y •- '% SIGN. 11 TO BE REMOVE CE O2 REMOVE EXISTING ASPHALT PAVEMENT. MATERIAL TO BE DISPOSED OF OFF-SITE. c c _ . • PORTION OF IX. SEWER O DEMOLISH EXISTING CONCRETE (CURB AND/OR SIDEWALK) AND DISPOSE OF OFF-SITE. COORDINATE WITH •e PIPE TO BE REMOVED ry k A` IX U S�E�TER TO \ SHEET C3 FOR LIMITS OF CURB DEMOLITION.c c 12 ��' °°° \� FRO N P O,TQCr OO WORKUS SEE EXISTING LANDPLANTER A ER INCLUFORDING TREE , ROOTS,MITS ROUND OVING , TODPSSOIL, ETC. IN OI B E ARIJSAR�ALOOF NEW BUILDIKGPERIMETER OF WORK. p0 LTIIES <D5 TEMPORARY CONSTRUCTION FENCE (6' HIGH CHAIN LINK). FIELD VERIFY AND CONFIRM EXACT LOCATION WITH CO CTOR TO COORDINATE WITH `b '' R CT KROGER PROJECT MANAGER. SDMH-B lm PURVEYOR TO DETERMINE IFGAS SERVICE IS ADEQUATE\y� • • FF BU ING RIM = 29.35 /W PROPOSED DEMAND. REMOVE -j' cv \ ` pM E O EXACTO LLOOCYATION WITH SITE E KROGER SS rATE PROJECT CHAIN6' HIGH LINKWITH LOCKING HARDWARE). FIELD VERIFY AND CONFIRM •�• _ 4" PVC N = 27.21 �- 3 .1d: / GREASE TRAP VAULT AND REPLACE IF NECESSARY. n \\ \09E ��NOV\jN TOP 4" O.F. = 27.85 / -0 \,�' O7 APPROXIMATE LOCATION OF TANK HOLE EXCAVATION. SEE SOILS REPORT FOR EXCAVATION AND DEWATERING (TO BE REMOVED) / •' !.; `"', \�' RECOMMENDATIONS. CONTRACTOR SHALL EXPECT TO ENCOUNTER SEASONAL GROUND WATER IN UTILITY AND '1t\P•' • .\ .. 4�'- r / k, '(��✓ TANK EXCAVATIONS AND SHALL PLAN FOR DEWATERING AS NECESSARY. CONTRACTOR SHOULD ANTICIPATE 0\5 FpS �pVESi -1 SDMH-C THE NEE FOR BAKER TANKS ONSITE FOR WATER STORAGE/TREATMENT. `ONGER RIM = 29.29 •16 g PROVIDE TEMPORARY TANK HOLE SHORING AS NECESSARY TO PROTECT ADJACENT PROPERTIES AND/OR UTILITIES. A TOP 6" PVC O.F. = 27.81 1 /� - / \�X-, \\ O GENERAL CONTRACTOR SHALL PROVIDE SHORING DESIGN TO CIN FOR APPROVAL PRIOR TO CONSTRUCTION. '•' TOw \ \ (TO BE REMOVED) �L6 a 290 w \,� •.j • .; J�� \ O9 IX. FIRE HYDRANT TO BE REMOVED. REMOVE SERVICE LINE AND PLUG AT EXISTING MAIN. W 1 . �'. • X' (TO BE D) �� Y , \„ 0 10 EXISTING LOT LIGHT TO BE REMOVE AND DISPOSED OF OFFSITE. CONTRACTOR SHALL CONFIRM AND z '7RASN � IX. BUILDING TO REMAIN ENSURE THAT CIRCUIT(S) TO ADJACENT LOT LIGHTS REMAIN INTACT. � ` C�\ I) o: F %) -, : :• •+f � \� •. , 11 IX. SIGN (INCLUDING POSTS, FOOTINGS, ETC.) TO BE REMOVED o t \'CUR 3 •'\�� �,.^','" / /fes 12 DEMOLISH EXISTING BUILDING AND PYLON SIGN (INCLUDING FOOTINGS), WALKS, FENCING, AND UTILITY z \ SCAPE 4 1 /!/ ` PROJECT MANUAL DINATE WITH AN AND UTI LITY TIE PMOR DISCONNECT. SEE HAZARDOUS MATERIALS SURVEY IN z DEMOLISH/ABANDON EXISTING STORM PIPE PER CIN STANDARDS. CONTRACTOR SHALL FIELD CONFIRM THAT r'' a �x,,„-� /` •-`\�\ (;`\ NO EXISTING STORM PIPES (TO REMAIN) ARE CONNECTED TO ABANDONED PIPES.`-�SSMH-D / f. 26.5 14 CUT AND CAP EXISTING 2" DOMESTIC SERVICE AND 1" IRRIGATION WATER SERVICE (AT MAIN) AND REMOVE rn m RIM = 28.53 //� WATER BOTH METERS/METER BOXES (WORK TO BE PERFORMED BY CIN). G.C. SHALL CONTACT PUBLIC h: $ \ R. PVO W = 94 77�, �� •1 . ��\ ,, WORK DEPARTMENT TO COORDINATE REPLACE SIDEWALK, LANDSCAPING, AND PATCH PAVEMENT TO MEET iE U� ENCS: AND MATCH EXISTING. VCTION MEETING WITH CIN OF RENTON. E� 15 DEMOLITION OF RIGHT-OF-WAY SIDEWALK, LANDSCAPE, AND MISC. FRONTAGE IMPROVEMENTS BY CITY. 2. FLAG OR FENCE CLEARING LIMITS, VGL••�-MOLI I ION NOTES: PRE-BID WALK TO CONFIRM IMPROVEMENTS IS RECOMMENDED. 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 1. ALL PAVEMENTS. CURBS, GROUND COVER, UTILITIES, FOUNDATIONS, ETC. INSIDE DEMOLITION UNITS SHALL BE REMOVE, UNLESS OTHERWISE SHOWN ON THE PLANS. 4. INSTALL CATCH BASIN PROTECTION. 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED AND NECESSARY 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE PRECONSTRUCTION MEETINGS HEED, PRIOR TO COMMENCING WORK. R=373717 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 3. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES IN WORK AREA PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY.IY. 7. CONSTRUCT SURFACE WATER CONTROLS SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 4. CONTRACTOR SHALL PROTECT AND PRESERVE ALL IMPROVEMENTS ALONG THE PERIMETER OF THE WORK 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S AREh ANY DAMAGE IMPROVEMENTS SHALL BE REPAIRED/REPLACE AT CONTRACTOR'S EXPENSE. RECOMMENDATIONS. 5. ALL SILT PROTECTION AND EROSION CONTROL MEASURES MUST BE IN PLACE BEFORE SAWCUTTING, CURB CITY OF RENTON 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE AND PAVEMENT REMOVAL, OR REMOVAL OF PLANTERS. CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CIN OF RENTON 6. PROVIDE TREE PROTECTION FENCING ON ALL TREES TO REMAIN, PRIOR TO CONSTRUCTION. COORDINATE Approved by: Date: EROSION AND SEDIMENT CONTROL STANDARDS. EXISITNG TREE LOCATIONS WITH LANDSCAPE PLANTING PLAN. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS 7. DURING THE GEOTECHNICAL REVIEW, ADDITIONAL UNDERGROUND PAVEMENT WAS DISCOVERED. ANY Approved by: Date: DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. BURIED PAVEMENTS OR ABANDONED FOOTINGS ENCOUNTERED DURING FOOTING, FOUNDATION, OR UTILITY CONSTRUCTION SHALL BE REMOVED. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. Approved by: Date: Approved by: Date: mP�G,HAV��2 n V y _ 0' G<146 ENGVost 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-8222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, NG, SURVEYING, DfJN@iffNEAL SONM i Q • I_ T C< 0 O O n U 'mn • L�a,NW 0 N$nv -Sa4 tomato F (n z _O LJJ Of n t n n e v a d N N N N N N No <� O O gDN N M n N o O Y', J 6 e�f JJ 6 JJ U 6 p� 0 0 0 0 0 0 M 3 U MM K OC y C C C 0 0 0 0 3 C C W p C C K K K m II I3 a a (n z _O LJJ Of 431 RAINIER AVENUE SOUTH RENTON, WA 98157 DE MOUMN AND T.ES.C. PLAN FFED MEYER FUE LM FACLJEY Permit No. U13001730 rowing No.: C2 of 10 17 3J2 Z Z d $ M C3 iDN gDN M n Z Y', J 6 JJ 6 JJ U 6 z m $ M MM 6 OC y Ia W K �ryi K 3 C C W p C C K K K m II I3 a a ti z a o m m d 0 N E a Project /: 13245 Store 100459 0 Designed By. CMT e Drawn B1' RDC N Checked By. JH � n Date: 9.7.2012 -E E Scab: 1'_20' Disk File: 13245-02-F DWG A 431 RAINIER AVENUE SOUTH RENTON, WA 98157 DE MOUMN AND T.ES.C. PLAN FFED MEYER FUE LM FACLJEY Permit No. U13001730 rowing No.: C2 of 10 17 3J2 Z Z p $ M C3 iDN gDN M n Z S p $ M D iDN gDN 9 Z Y', F z m $ M 8 O $ D D fgo gDN �m z STORM ' IF 0. SITE IMPROVEMENT PLAN �Py PUBLIC UTILITIES G EASEMENT TO CITY OF RENTON PER REC. NO. 9510090749 / i(EXCEPTION #12)-5'- t0 ALK SIGN 21 3� I`' 8 i, LANDSCAPE EXISTING U a'e\ n a' 8e LANDSCAE ISBN i aFP LEGEND PROPOSED ASPHALT PAVEMENT EXISTING CONCRETE PAVEMENT PROPOSED CONCRETE PAVEMENT SAWCUT __________________ EXISTINGCONCRETE CURB °________________________ NEW CONCRETE CURB NEW CONIC. SWALE —y—� GREENSCREEN CONSTRUCTION CALL OUTS O160'x43' PUMP ISLAND CANOPY WITH 9 MPD's AND ISLANDS. SEE CANOPY AND ARCHITECTURAL PLANS FOR CANOPY DETAILS. SEE TANK AND ELECTRICAL PLANS FOR PIPING AND LIGHTING EXTENSIONS. OREINFORCED CONCRETE DRIVE SLAB BENEATH PUMP ISLAND CANOPY. SEE SHEET A2 FOR CONTROL JOINTS AND SPECIFICATIONS. O (1) 10,000/8,000 GALLON DUAL COMPARTMENT AND (1) 20,000 GALLON L I UNDERGROUND GASOLINE STORAGE TANKS PER TANK PLANS. : 4 REINFORCED CONCRETE SLAB ABOVE UNDERGROUND GASOLINE STORAGE TANKS. SEE TANK PLANS FOR DETAILS. OPREFABRICATED KIOSK ENCLOSURE WITH RESTROOM. SEE ARCHITECTURAL PLAN Al FOR KIOSK FOUNDATION AND EQUIPMENT DETAILS. OINSTALL 6` CONCRETE BARRIER CURB PER DETAIL 9/C7. OASPHALT PAVEMENT SECTION PER DETAIL 5/C7. O NEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. \ SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. 4F'OINSTALL (1) SELF SERVE AIR/WATER UNIT MOUNTED ON 4'-0" x 4'-0" x 6" CONCRETE MOUNTING PAD. RUN (1) 3/4" CONDUIT TO KIOSK FOR POWER. SEE DETAIL, SHEET Al HER AVENUE FRONTAGE IMPROVEMENTS 10 STORAGE TANK VENT STACK PER TANK DRAWINGS. REFER TO DETAIL 6/C7 FOR VENT SLAB ENTLY COMPLETED BY CITY. CONDITIONS AND BOLLARD DETAIL VARY SLIGHTLY FROM PUN. CONCRETE GUTTER SWALE PER DETAIL(S) 7 AND 10/C7. TNG COMMUNICATION TO REMAIN 12 BOLLARD PER DETAIL 4, SHEET Al •\\•�� 13 PROVIDE (2) 3/4" CAPPED CONDUITS FROM KIOSK TO VENT RISER SUPPORT STRUCTURE (FOR O�jVENT STT \ POTENTIAL FUTURE VAPOR RECOVERY MODIFICATIONS) JJ\\ 14 TYPE 2A SIDEWALK RAMP PER CIN OF RENTON STD DETAIL F011 \EXISTING UGHTS TO REMAIN (TYPICAL) 15 CONCRETE SIDEWALK PER CITY OF RENTON DETAIL F005 a < \ 16 CONCRETE CURB AND GLITTER PER CITY OF RENTON DETAIL FOOT c N 0 e 17 CONCRETE PLAZA PER DETAIL 7/C8. REFER TO LANDSCAPE PLANS FOR FINISH AND JOINT LOCATIONS. 8 LAN E 18 INSTALL 3- CONDUIT WITH (4) j{4/0 THHN/THWN CU AND 1$2 GROUND TO KIOSK FOR POWER o a SERVICE. COORDINATE WITH PSE ON CONNECTION AT EXISTING HANDHOLE. A, MATCH \ 19 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO PLANTER FOR NEW SIGN POWER AND COMMUNICATION. ` EXACT CONDUIT AND SIGN PLACEMENT SHALL BE FIELD COORDINATED. EXISTING `7 M 20 FlLTERRA WATER QUALITY UNIT. SEE SHEET C5 FOR PUN AND C9 FOR DETAILS. T a, C�1D 21 MONUMENT SIGN (SEPARATE PERMIT). cYY' c co (� DEMOLIT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH `�, Z tXlI NG �G\AS\METE DEMOLITION AND IRRIGATION PLANS. CLEAN AND TACK COAT PAVEMENT EDGES PRIOR TO MATCHING 0 NEW PAVEMENT TO EXISTING. \ \\ \\ \ 23 PROVIDE (2) 3/4" CONDUIT FROM KIOSK TO EXISTING SIGN FOR POWER AND COMMUNICATION. EXISryNGWER HAND LE(D THERMOPLASTIC/PAINTED CROSSWALK PER CIN OF RENTON STD DETAIL H012 MATCH EXISTING O W FOR NNECTION CROSSWALK MATERIAL. TOf \\ 25 (2)-2' CONDUITS W/ PULL WIRE, FROM KIOSK TO STORE (COMPUTER ROOM), FOR COMMUNICATION SERVICE. COORDINATE WITH KROGER PM FOR EXACT LOCATION OF ENTRY POINT AT STORE. SEE w I •o '\. '`;,,,` / \ DETAIL 3/C8 FOR BUILDING PENETRATION DETAIL AND SHEET E-1.0 FOR CONDUIT SCHEDULE. 1\ ✓ INSTALLATION OF CONDUITS SHALL BE ACCOMPLISHED BY BORING (SEE SCHEDULE NOTE 6, SHEET J w \`d E-1.0) UNLESS OTHERWISE DIRECTED BY KROGER PM. CONTRACTOR TO PROVIDE BID ALTERNATE FOR OPEN CUT/TRENCHING ALONG ALIGNMENT AS SHOWN ON SHEET Cl. FIELD LOCATE EXISTING UTILITIES = o F, PRIOR TO TRENCHING TO AVOID CONFLICT. m 'a `• PLAZA P \' ° , \\ 26 PAINTED TRAFFIC ARROW PER DETAIL ll/C7. W F ```,,`( PAINTED TRAFFIC ISLAND. USING 4- WIDE YELLOW STRIPES AT 45' ANGLE/ 3' O.C. I R 0 ay 15 SIDEWALK Z 4, �� 28 METER, MAIN DISCONNECT, AND MANUAL TRANSFER SWITCH. a Q8 LANDSCAPE II 29 BOLLARD LIGHT. PROVIDE 3/4" CONDUIT FROM KIOSK TO BOLLARDS FOR WIRING. REFER TO SHEET LANDSCAPE SHEET L1 FOR BOLLARD AND WIRING SPECIFICATIONS. m CONTRACTOR TO CONTACT VICIBARRA (POTELCO/PSE) T, "' `, „ 30 12' WIDE WHITE PAINTED STOP BAR WITH 15' LONG, 4' WIDE WHITE PAINTED LANE STRIPE: = , .Q 0 253-606-5084, 10 DAYS IN ADVANCE OF WORK T0, .(lr^x�Y"`"' SCHEDULE POWER DISCONNECT IN EXISTING BUILDING Proj AND FIELD MEETING FOR DIRECTION ON LOOPING NEW •° f� I� CONDUITS IN HANDHOLE. ,.1 ` 0 90It NOTE: ALL SIGNS UNDER SEPARATE PERMIT. ONEW LOGO AND 'FRED MEYER" TEXT. Approved by: SEE SHEET A2.0 FOR DETAILS. ONEW ILLUMINATED LOGO SYMBOL SEE ;rmit No. U13001730 SHEET A2.0 FOR DETAILS. G NEW KIOSK LOGO SIGN. SEE SHEET A2.0 �3 of 10 FOR DETAILS. D NEW PRICE SIGN. SEE SHEET A2.0 C 4p� FOR DETAILS. N R-313118 mP�G,HAV��2 n U Z� ? G�TANG ENGVk% 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNL ENf#ffD3iG, LAND PLANNING, MIRVEYNG, DM OMENTAL SQiNCES T cl o$ Em Ut n pN�$nm E o Y,g8� Y M LNCyoX -ism 28527 CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ;rmit No. U13001730 M mP�G,HAV��2 n U Z� ? G�TANG ENGVk% 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNL ENf#ffD3iG, LAND PLANNING, MIRVEYNG, DM OMENTAL SQiNCES T cl o$ Em Ut n pN�$nm E o Y,g8� Y M LNCyoX -ism 28527 T x ect n n n n n a a 4 CD ;rmit No. U13001730 M O ` m N �3 of 10 N N N N C 4p� N N N <� N K wO o O t C4 O s N M 9 9 o a a m m a¢ g 3 U U 4a� z 2i 2i 2i 29 o 0 0 a /: 13245 Store #00459 nod By. CUT a By. n BY RDC T x ect o m n 0 0 3 M E WWVC-#IBJT PLAN 6 FA® iT EYEA � 4 CD ;rmit No. U13001730 M O ` m N �3 of 10 N Mnzri w w K= w z O N K wO F, s t $ s o a a m m a¢ g U a /: 13245 Store #00459 nod By. CUT a By. n BY RDC N ked W. JH � r 9.7.2012 E r 1'=20' FIle: 13245-03-A o' 3 431 RAINIER AVENUE SOUTH RENTON. WA 98057 o m n 0 0 3 M E WWVC-#IBJT PLAN O FA® iT EYEA 0 FUELNG FACLJTY CD ;rmit No. U13001730 M O ` Ing No.: N �3 of 10 0 0 a �• 2-"�� 3�r8 a n 0 0 3 O G >n CD �w W�D O ` Rm W n 8 O PR Nap CD AS ` Rm 7 ✓ SS PROPOSED SDC 12' SD VCB X, i - ��� ,ti;✓ a 0 OJ /� \ q„ q9 LO.VJS 1 N q oy J q' oy J RIM GRADING PLAN \ O a, L �+ e�`' µ �E 0' , JV'y ti l ) "a Y s<A e E � �{f �r t �� •• 1• •• {Y a 1 • LEGEND A PROPOSED ASPHALT PAVEMENT oy PROPOSED CONCRETE PAVEMENT J \ m NEW CONCRETE CURB D r Oy EX. U/G POWER P(PM) X, i - ��� ,ti;✓ a 0 OJ /� \ q„ q9 LO.VJS 1 N q oy J q' oy J RIM GRADING PLAN \ O a, L �+ e�`' µ �E 0' , JV'y ti l ) "a Y s<A e E � �{f �r t �� •• 1• •• {Y a 1 • LEGEND L PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT O EXISTINGCONCRETE CURB '_____________________'_° m NEW CONCRETE CURB D NEW GONG. SWALE EX. U/G POWER P(PM) EX. TELEPHONE T EXISTING STORM PIPE SD EXISTING SANITARY SEWER PIPE ss EXISTING WATER LINE ----------W(PM)------ 3 PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE mT PROPOSED STORM DRAINAGE M PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN EXISTING GROUND SPOT ELEVATION +zsss EXISTING GROUND CONTOUR 28 PROPOSED FINISHED GRADE SPOT ELEVATION 27.5 PAVEMENT SWALE —►— MEET & MATCH EXISTING ME SURFACE FLOW DIRECTION mPlG,HA%�Z n U Z� ? 0' 6`"7410 ENG\NE�Q 18215 72ND AVENUE SOUTH KENT. WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING. LAND PIANNIG. SLRVEY91G. D?AWNENTAL SEINM i O • IL T >1 Us 0O u N r U y �j pO1 L y�Yl0 a) Nonuf O mom: IL YWU�M LO� O T-.-So.v. GENERAL GRADING NOTES: << M M M^ M V V N N N N N N N N N 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR NYENGINEER o o o ry S' m Si TO CONSTRUCTION. ADISCREPANCIES SHALL BE REPORTED TO ENGENGINEER IMMEDIATELY. t` r V ro b r 0 0 0 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 0 0 0 0 0 0 3. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. 4. SEE C7 FOR CANOPY SLAB GRADES. z} o 5. SEE NOTE ON T3.0 FOR ELEVATING SLAB GRADE AT MANWAYS. c o Sa c o 0 0 0 0 O}} r co cn N z \ V) 0 mow; Of \ 1 ✓ (`/qWy� Y LIC MW C J i F M N t � ■ ■ C W 11//�� W VV11 K z O y W Z UZ W ^ ry CC W C _/ U 3 C C W Q U C 0 0 ADING NOTE: Q a o Wa a m M �o.' a za -WAY IMPROVEMENTS IN THIS AREA ` `n COMPLETED. AS -CONSTRUCTED rn m z6 IS MAY VARY SLIGHTLY FROM PLAN. o_ OR SHALL VERIFY AS -BUILT GRADES :IRM NEW PLAZA LAYOUT. Project f 13245 Store %00459 W Designed By: CMT v \\\ o Drown By. RDC an an Checked Bir.JH n Date: 9.7.2012 E Scale: 1'=20' R 313119 DiFile: 13245 -04 -ON 3 i 431 RAINIER AVENUE SOUTH `J RENTON, WA 98057 CITY OF RENTON N M Approved by: Date: GRADIM PLAN FFED LENE $ Approved by: Date: RELM FACLITY Permit No. U13001730 M . Approved by: Date: Drawing No.: o C4 of 10 M Approved by: Date: a I� L 9• Z O v m va� D =No e? M oa• M C =3 n 3 I� 8 O v m D =No e? �m G oa• Z C =3 3 O z mT M I ' I� y O aJ� m �9 wn e? �m G 1 O I� B O aJ� STORM DRAINAGE UTILITY PLAN LEGEND ED SAN TARY SEWER CITY OF RENTON PROPOSED ASPHALT PAVEMENT D PROPOSED CONCRETE PAVEMENT Date: EXISTING CONCRETE CURB Date: NEW CONCRETE CURB Date: NEW CONIC. SWALE EX. U/G POWER --- P(PM) EX. TELEPHONE --T EXISTING STORM PIPE SD EXISTING SANITARY SEWER PIPE SS EXISTING WATER LINE -------- W(PM)---- PROPO _ 5 I \ \\ \\\\ PUBLIC UTILITIES - \\ 4r .. \ 1 \; %\ I IY�' \\ PROPOSED SEWER MANHOLE 0 EASEMENT TO CITY 0� \ / ,?'\ /� \ l RENTON PER REG. N0. 9510090750 \ _ /// �/ / \\\ PROPOSED STORM DRAINAGE �j $DMH -A \ S� EXCEPTION #13) \/� \ �' / \\ - S H A \ RIM 27.88 PROPOSED TYPE 1L CATCH BASIN RIM = 25.23 \ CB -E - 8" 18.5g� / ✓� / - ,�'. 8" ADS NE = 22.07 �•• pVC E� 1856 \ \ \ 15'x15' SAMTARY SEWER 1 / ° ro U \ PROPOSED TYPE 2-48" CATCH BASIN 8" ADS SE = 22.12 _ / \ / EASEMENT TO Cltt OF RENT\,,,: /� .-,: Y• \\ \ \ 8' PVC ESE- 18.51 EX. CB 8" CONIC S = 21.23 10"� CONIC W �-1819 �j� PER REG. NO. 970811701 -„` • RIM = 28.28 10" GONG N = 21.60 \ �\/ (EXCEPTION y14) /,.;;= 6" GONG 5=27.03 // "°��- - PAVEMENT SWALE 15"t CONIC W = 20.88 / � PUBLIC UTILITIES / --E'==' = % ". "' UTILITY CROSSING USE CAUTION r, " - a RI = 29.15 CROSSING/ USE TO MEASURE) + \ / \ \ EASEMENT TO CITY OF / /,, '- -% Bgy, �? ,�„ ONC S = 26.77 NEW IE=20.98 (12" E)�� S / Q / .. ,:%` -'" RENTON PER EC. N % �� " NC W = .75 ::°,,' 51009074 R 0 -;:;E=' ... c.,r;, •```` 3 BT _ 4 (EXCEPTION / /.: r� " G' N = 6.40 \ N sfiasro3w "\ UTILITY CROSSINGS s -a" [` / / / ,A,•,I \ \ EXISTING POWER �01/ / Q'• ' \ L! / ) / // . :-' �% -,.l\° \- \\ a VAULT O T/P 8" SS= 18.51 ``\ n ¢� y %-</ l / /``, j'-° \\y „` �:• IE 12" SD=22.13 /yn / / / / �`� / / / / / / \� �•;, 4 •: T P 8" SS=21.49 / \\/ 7 'o ';, d,-.=:>'' P � / /�j1j,I��/".,-"/° °1\• \ /: IE 12"SD=23.26 PUBLIC J "V 4 ,SAA // \ c '''''' `3 `\•. -"` ' a i / // S. ?;' '� '-- EASE E UTILITIES -1 C. N0. \• \ P. \\ `r \ F3MAINTAIN 1.5• (MIN.) VERTICAL SEPARATION BETWEEN \\U��UTILITIES (OUTSIDE TO OUTSIDE) I\ / ,g.'' 20110811001003 �- T. (ExcEPnoN pn) ° ° ® PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT CROSSING STORM DRAINAGE CALLOUTS q \ CB -H \rl /V;,- \ O ° O� _ £\ \ �j O CORE DRILL EXISTING MANHOLE FOR NEW PIPE CONNECTION. mP�GHq(iO�Z n U 2 ? s yy G�TANG ENG\N�y 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGNUAW LAND PIAN" SURVEYING, ENNRDNMENTAL SERVICES i T 0 a E O m n U o �o L N�Im pl�onel 2 - yCox m r wc�inn �ro n a mCox tooco H -oaLL \° \ 90 ®® \ \ O 42 LF 12" SD ®0.5% a s n n :? •n n v a \ , s.� 4 - 7371 00 0 0000000 q S N N N N N N N N N �Ol S I \ \ T RIM C 0 1 \. \+\ \ o a o= N o M N n l pJr \ CBj °•Q' �. "%' 29.04 OSDCB Nt, TYPE 2-48 W/SOLID LOCKING LID (PER DETAIL SHT C9) RIM=26.83 MATCH EX. TIES a-- �CBSP. IE IN=21.37 (12" SE) �,.: \\ IE OUT=21.28 (12" W) RIM C/0 s ® 20110811001 03 18" N"C E = 24.81 %J ,,•%`/�e /�/- / / 1 \ 28.70 \ ®� \1 1 " (EXCEPTION A 7) i\ CU 1. N - .58 ®106 LF 12" SO ® 0.5% 6 CAUTION! ." •\ - �� •' CO C S = 25.28 EXISTING POWER AND tb CONaiW = 26.56 UTILITY �. 10 COMMUNICATIONS \ A, \\ O5 SDCB �2, TYPE 2-48" CROSSING UTILITY VAULT 0 \ < 0� \ PER DETAIL ETTAILO SHIEET C9 RIM -27.84 MATCH EX C ` 70, y � 4 \ IE=SE 21.91, NW 21.82 (12" SE.NW) 67 LF 12" SO 0 1.88% C O7 SDCB#3, TYPE 2-48" W/SOLID LOCKING LID PER DETAIL SHEET C9 PUBLIC EASEMENTTILITIES TO CITY OF o ON\ \ \ RIM C/0 FF �2a // _ \ ® \ \ EIM22975(12" NW, S) PROVIDE 12" T -SECTION ON OUTLET PIPE. RENTON PER REG. N0. / y /pba't `- \/ �• \ / MOUNTED TO MANHOLE WITH SUPPORT BRACKETS PER CITY STDS. (EXCEPTION #12) / J } 90gQ \\ �\\ / °•. Q, �tio /\� / pp�.� �, \ IE=23.02 (6" E) s g ® °i 0 8 128 LF 12" SD ® 0.5% / NE•LY 60 POWER LINE EASEMENT x l / . Q \ O TO UNITED STATES OF AMERICAO`�° / C REG. N0, 3207080 RELINQUISHED i� s RIM C/0 " / \ O 6" SO CLEANOUT TO FINISH GRADE. \ / / PER RED Nos. 715585 AND GCAUTION. #2) °\ c 1 4 1 SEE DETAIL 8/C7. / / q 705924 (EXCEPTION °'s 1 \ C SSING . ` °0 ° °� r 10 6" PVC ® 1.07 MIN. FOR CONNECTION OF ROOF DRAIN DOWNSPOUT COLLECTOR PIPES. Tx13' FILTERRA UNIT PER DETAIL SHEET C9 /(� J FLOWLINE ELEV=27.15 IE OUT=23.65 \ ®� \� \ ` � s 1 4" PVC 0 2.0% MIN. FOR ROOF DRAIN CONNECTIONS TO s C s CB -J / \ s \-.. C NNECT TO 12 \ � a�1 \ \ STORM. SEE ARCHITECT PLANS FOR CONNECTION AT COLUMN. / RIM = 26.29 \ STO MDRAIN \\ 8" ADS W = 23\2 \ \ `1 \\ \ \ ^� P I) 1 \ SSMH-B \ -� \ \\ GENERAL NOTES: RIM = 28.42 \ / \ \ " \ 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING i � 8" PVC NW 19.01 kE q 8" PVC S - 19.12 \E E >',C s \ - \ P / ``\� \\ UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE 8" PVC E = 20.32 9 \0\A ` '^ \" \ A \\ REPORTED TO ENGINEER IMMEDIATELY. (TO REMAIN, ADJUST RIM 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START ' TO NEW FINISH GRADE) \ \ \ OF CONSTRUCTION. \eel �' N / 3. ALL PIPE MATERIALS, FITTINGS, ETC. SHALL BE FROM CITY OF RENTON \ . \ ` - 01 �• N- "/ / a. APPROVED TYPES. p1Q CONTRACTOR TO CONTACT VIC IBARRA (POTELCO/PSE) A u q / 0 253-606-5084, 10 DAYS IN ADVANCE OF WORK TO SCHEDULE POWER DISCONNECT IN EXISTING BUILDING / `,"�°)• \ °� \ 1\ \�1 a AND FIELD MEETING FOR DIRECTION ON LOOPING NEW \ q \ 1` a - \ ":,�•/ CONDUITS IN HANDHOLE. /A y\ N, � RIM - 28.53 F" our w - 7d 71 c 431 RAINIER AVENUE SOUTH c RENTON. WA 98057 STOW DRAINAGE V _ IVr11ry, W, L FRED MEYER c FUELING FACLIiY Permit No. U13001730 =_ rowing No.: Q 7 c M C5 Of* %}e: 12-';5-73 %aCJ CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: � atom U C G 0 0 0 O O O 0 0 oS 0 0 0 0 0 0 0 0 r cn N o (n OI Lu rOf w J_ a aJ uu w F M z n m M m 'W' O¢ m N N¢ 0 N ED N O OW 2 O V=1 K ¢ W z w m w W m OU [L H H W p Q r o f u N z I W bn U W W O W m W W f O U C' a W g a m 0 m a¢ a 4 Q o u Or m -T e Project /: 13245 Store /00459 c � Designed By: CMT d Drown By: RDC Checked By: JH Dote: 9.7.2012 " Scale: 120' "- a Disk File: c c 431 RAINIER AVENUE SOUTH c RENTON. WA 98057 STOW DRAINAGE V _ IVr11ry, W, L FRED MEYER c FUELING FACLIiY Permit No. U13001730 =_ rowing No.: Q 7 c M C5 Of* %}e: 12-';5-73 %aCJ CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: c 431 RAINIER AVENUE SOUTH c RENTON. WA 98057 STOW DRAINAGE V _ IVr11ry, W, L FRED MEYER c FUELING FACLIiY Permit No. U13001730 =_ rowing No.: Q 7 c M C5 Of* %}e: 12-';5-73 %aCJ y.. )F 10. EASE PER \> C (IXC f 1 3 f 1 Ry SEWER CITY OF RENTO 970811701 4) £ SANITARY SEWER AND WATER UTILITY PLAN 5 a d , a 1 DEMO \✓ •000 `` /`• / + ` `�`v / 6 RIM = 2 8" PVC N \ " PVC S \ PVCE� ADJUST RIM \\ FINISH GRAD \C \ Z IX. 8" 0 NN 01\ 2 SBd53b31Y .14" SSMH D °Y/ RIM = 28.53 6" PVC W = 24.71 GREASE TRAP VAULT �\TOP 6" PVC O.F. = 25.48 C SSMH-E % $ RIM = 28.58 6" PVC E = 24.96 GREASE TRAP VAULT TOP 6" PVC O.F. = 25.53 WATER SCHEDULE \\ .° \ \ • ❑1 CUT AND CAP EXISTING 2" DOMESTIC AND 1" '\a IRRIGATION WATER SERVICE AT MAIN LINE (BY CITY). SEE DEMOLITION PLAN. NEW 1 -INCH DOMESTIC WATER SERVICE AND METER TO BE INSTALLED BY CITY. NEW 3/4 -INCH IRRIGATION WATER SERVICE AND METER TO BE INSTALLED BY CITY. INSTALL NEW 1 -INCH REDUCED PRESSURE BACKFLOW ASSEMBLY IN "HOT BOX" PER CITY OF RENTON STANDARD PLAN 350.2/SHEET C8. .\ •;`",':`;, � INSTALL NEW 3/4 -INCH DOUBLE CHECK VALVE ASSEMBLY (IRRIGATION) PER CITY STANDARD PLAN 340.8/SHEET CB. 7 s /\ REFER ALSO TO IRRIGATION PLANS. \F_ © 3/4 -INCH PEX PIPE WATER SERVICE TO KIOSK S EXISTING POWER ANT) n7 3/4 -INCH PIX PIPE WATER SERWCE TO AIR/WATER UNIT COMMUNICATIONS VAULT \ ® INSTALL NEW 3/4 -INCH REDUCED PRESSURE BACKFLOW g \ \ ASSEMBLY IN "HOT BOX" PER CITY STANDARD PLAN ..� f 350.2/SHEEP CB FOR AIR/WATER UNIT. BACKFLOW ASSEMBLY INSIDE PRE -FABRICATED 1� KIOSK ENCLOSURE. SEE SEPARATE KIOSK PLANS. a�•� a 1 < " UTILf1Y CROSSINGS (• `` ❑A PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT CROSSING y \\\ /a Y D(I TU 14 L r LEGEND CITY OF RENTON Approved by: PROPOSED ASPHALT PAVEMENT Approved by: Date: PROPOSED CONCRETE PAVEMENT.$.< Date: Approved by: EXISTINGCONCRETE CURB '________________________ C Z NEW CONCRETE CURB Z aN NEW CONIC. SWALE �- TD EX. U/G POWER P(PM) IX. TELEPHONE T M 3 EXISTING STORM PIPE ------ °= EXISTING SANITARY SEWER .PIPE Ss m EXISTING WATER LINE -W- - � PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN O SEWER SCHEDULE (D 8" SS CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. IE=20.85± MATCH IX. O 4" PVC SEWER PIPE 0 2.0% MIN. Q 8 LF 6" PVC SEWER PIPE 0 2.0% MIN. ® 6" BALL VALVE (NORMALLY OPEN) IN CAST IRON BOX. SET VALVE BOX MIN. 3' FEET DOWNSTREAM OF OIL/WATER SEPARATOR AND FLUSH WITH PAVEMENT. PROVIDE CONCRETE COLLAR AROUND VALVE BOX. PROVIDE MATCHING T -HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. O OIL/WATER SEPARATOR (PER DETAIL SHT C8) RIM=28.20± (SLOPE UD TO MATCH FINISHED GRADE) INSTALL RISERS AS NECESSARY IE IN=23.48 IE OUT=22.98 © 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=21.82 a a O7 CB #1 - SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR `•' d `•' APPROVED EQUAL) W/HIGH HEEL PROOF GRATE GRATE FRAME c SHALL BE SUPPORTED FOR TRAFFIC LOADING. 0 0 RIM=27.70 IE=24.70 (6" NW) � D ® CB #2 - SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. c o RIM=28.70 IE=26.20 (6" NW) T 0 3 LF 6" PVC SEWER PIPE ® 2.0% \ 10 58 LF 6" PVC SEWER PIPE ® 2.07 O 30 LF 6" PVC SEWER PIPE 0 7.47 1© 22 LF 6" PVC SEWER PIPE ® 2.0% O Q 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=23.54 (96 " SS CLEANOUT TO FINISH GRADE j SEE DETAIL 8/C7 ¢ IE=25.76 Z 1© APPROXIMATE LOCAnON OF EXISTING 8" SANITARY M SIDE SEWER. FIELD LOCATE AND CONNECT TO NEW 6" USING W o ADAPTOR. I Z U U d GENERAL NOTES: 1.. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. VERTICAL CLEARANCE BETWEEN UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF PIPING. R-313121 A O O yy a W G`'7Afc EKG %%%e 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: - C Z A O O yy a W G`'7Afc EKG %%%e 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX V! z cn W O x r g W m tm�n/+ g (m(A� Vmn1 2 W W Z W )J 12 t o m m m a s a o m o_ Project j: 13245 Storo jIXH59 Designed 8y. CMr v N Drown By. m Checked By: JH n Date: 9.7.2012 E Scale: 1'=20' e Disk Fle: 13245-06-WS.dw rn a a 3 i 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SANTARY SEWER AND i WATER U LITY PLAN FRED MEYER o FUELNG FACLITY Permit No. U13001730 M Drawing No.: / t2 C6 of* a sy T 8 Az G) O G d ry Z 33� 0�C a C Z 0 Oz Z aN s 3 TD �.m M 3 n °= m m M � lolo 17t olol�' � V! z cn W O x r g W m tm�n/+ g (m(A� Vmn1 2 W W Z W )J 12 t o m m m a s a o m o_ Project j: 13245 Storo jIXH59 Designed 8y. CMr v N Drown By. m Checked By: JH n Date: 9.7.2012 E Scale: 1'=20' e Disk Fle: 13245-06-WS.dw rn a a 3 i 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SANTARY SEWER AND i WATER U LITY PLAN FRED MEYER o FUELNG FACLITY Permit No. U13001730 M Drawing No.: / t2 C6 of* a sy T 8 Az G) O G d ry Z 33� 0�C a C Z 0 Oz Z aN s 3 TD �.m M 3 n °= I S; T 8 x a { O G d ry M 33� 0�C a N r Z 0 Oz Z aN W e ° 49m 'nA 3 °= m m M '•9 T m 8 0 a3 x a { O G d ry M � n Da N r � 0 Oz Z • W I g 8 O v M Fa@ Da my \_ R v_ Z • LINE C ABOVE v I � to . of a 4 1 u a <. Ld z v Wa 29.57 - TPI 25.8 n I 1 � f 1 I ` N . ■ bM'FFT28.80 K � � n&72 a a Y LU z w S J 111 r-- -- RIDGEI,IN CANOPY AND STANK SLAB GRADING 1 )SCALE' CON69IE GUTTER SWALE 25..8 a. c TF i c L _ J CONCRETE GUTTER SWALE 1 � C1 C11 v 4a a v . O. a TPI DESCRIPTION Y< ISLAND 28.74 v N 25.8. 1. ELEVATION AT TOP OF ISLAND (PER PLAN) N _ T 00 i 2. PIPING FALL = [(L) x 1/8' PER FQ] 9 v 1 0 WW U _ [(L) x 0.01041 286 x U WHERE L (VAP.) = 222 (PER PLAN) v < I :v 3. PUMP ISLAND (6 IN.) NEW PAVEMENT O 29.79 co CONC. DRIVE SLAB (6 IN.) 0 25.8 PIPE COVER (12 IN.) p 0 0 $ PIPE DIAMETER (3 IN.) ''Q " TANK CONNECTIONS (9 IN.) 0.0 I 0 3.00 FT. 4. GRADE DIFFERENTIAL (#2 + #3) = #4 L _ J 5,29 FT, 5. TOP OF TANKS AT LOWEST POINTS ,,per Via )0`^1"0 V (#1 - #4) = #5 c�i 24.83 6. d O 2857 m LOWEST ELEVATION (PER PLANS) v z 7. DEPTH OF BURY (#6 - #5). = #7 3.74' 4 SINCE (#7) < 4.0', SET TOP OF TANKS Q.: O #6 (28.57) - 4.00' = 24.57 o v 4 C1 C11 v 4a G v . O. C1 C11 v CONCRETE GUTTER SWALE OF CANOPY ASPHALT PAVEMENT CONSTRUCTION DETAILS B• G v . M a I DESCRIPTION Y< ISLAND 28.74 FINISHED GRADE ---- ----------------------- N N 25.8. 1. ELEVATION AT TOP OF ISLAND (PER PLAN) N _ T 00 i 2. PIPING FALL = [(L) x 1/8' PER FQ] 9 i L _J ' WW U _ [(L) x 0.01041 286 x U WHERE L (VAP.) = 222 (PER PLAN) er, CONCRETE GUTTER SWALE OF CANOPY ASPHALT PAVEMENT CONSTRUCTION DETAILS 2 NOT TO TANK BURY CHART SCALE 1/2' RADIUS AT EDGE OF SLAB (TYP.) TACK COAT 10' THICKEN EDGE (TYPA L.STRUCTURAL MATERIAL COMPACTED SEE THIS SHEET TO 95% OR 6' OVER EXCAVATED, FOR PAVEMENT SCARIFIED AND RECOMPACTED SECTION DETAILS SUBGRADE (TYPICAL) REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT V NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. • . ° e 747 n Wa1VORK a. n COLD JOINT Y NOT TO SCALE 4' (MIN.) COMPACTED DEPTH WSDOT HOT MIX ASPHALT - 1/2 -INCH CLASS oo o 00 0 opo 00 m o 8' (MIN.) COMPACTED oo °O 00 '0 0'0 0 080 0 0°0 0 DEPTH CRUSHED ROCK oopp0 00 . o BASE (CRB) o • o - o 12' MINIMUM STRUCTURAL FILL a o o o 0 SEE SOILS REPORT FOR OVEREXCAVATION REQUIREMENTS. TYPICAL PAVEMENT SECTION �S NOT TO SCALE CONCRETE SLAB / CONCRETE - I CURB SLOPE d' CONCRETE POST FOOTING, SEE TANK PLANS Profile View 4' THICK CEMENT a CONCRETE SET TOP - ?' ELEVATION TO MATCH 1„ TOP OF ADJACENT CURB '; D/2 a A" CONCRETE CURB -/ Plan dew V VENT RISER PAD DETAIL NOT TO SCALE 0 iV EXPANSION JOINT WHERE EDGE ABUTS PUMP ISLAND OR TANK 6" WIDE STEEL SLAB (TTP) TROWEL FINISH 4- 24"24" 24" 2" ASPHALT OR CONCRETE PAVEMENT (TYP.) o d SLOPES LOPE 77 D .e LAI CONCRETE GUTTER W/6 -x6 -x10" W.W.M. 8" MINIMUM AGGREGATE BASE SUBGRADE. NOTE SEE SHEET Al PREPARATION OF SUBGRADE SHALL BE PER FOR MATCHING OF PROCEDURES OUTLINED IN SOILS REPORT. CONTROL JOINTS n CONCRETE SWALE DETAIL �NOT TO SCALE PAINT (2) COATS TRAFFIC UNE YELLOW ON-SITE n DIRECTIONAL ARROW NOT TO SCALE 0 CAST [RON, RING AND COVER PIPE MATERIAL AS SPECOED BY THE ENGINEER. NOTES.: 1. a" AND'b' CLEAHOUTS. ON SEWER MAINS $"LL BE EAST JORDAN IRON WORKS: INC. No. 3696 OR EQUAL.'CLEAN OUT SHALL BEA WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS. POUR A 1'-Q THICK, 2-0" SQUARE CONCRETE. CLASS '3000 PAD AROUND THE RING.AND CDVER, F Ur WORKS 8:IOR611NCN CLEANAUT M. PLAN - �'1 'j1EPARTMEN'C FORS SANITARY SEWER MAINS SEPTEM]EI6R 2011 8 CLEAN-OUT DETAIL NOT TO SCALE — 5 1 2" 41��G14AIs0�Z O O ZO 2 Py G`1,40 ENG%A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ONi1FFR IG. LAND PLANNING.ENV SURVEYM, NONMENTAL SERVICES T CQ O. 04t0.S 0 � � U C No �NHNh � ONonvl O Tm� Y �8� IL4 1"R /2^ R Y TANK BURY CALCULATIONS G b' M M FURTHEST !:2 DESCRIPTION Y< ISLAND 3 FINISHED GRADE ---- ----------------------- N N (PRODUCT) 1. ELEVATION AT TOP OF ISLAND (PER PLAN) N 30.12 2. PIPING FALL = [(L) x 1/8' PER FQ] N m 12 WW U _ [(L) x 0.01041 z U WHERE L (VAP.) = 222 (PER PLAN) er, 2,29 FT. 3. PUMP ISLAND (6 IN.) NEW PAVEMENT O O co CONC. DRIVE SLAB (6 IN.) 0 '6'6 PIPE COVER (12 IN.) p 0 0 $ PIPE DIAMETER (3 IN.) ''Q " TANK CONNECTIONS (9 IN.) TOTAL 36 IN., OR 3.00' 3.00 FT. 4. GRADE DIFFERENTIAL (#2 + #3) = #4 5,29 FT, 5. TOP OF TANKS AT LOWEST POINTS ,,per Via )0`^1"0 V (#1 - #4) = #5 c�i 24.83 6. TOP OF SLAB ELEV. ABOVE TANKS O O 2857 m LOWEST ELEVATION (PER PLANS) g z 7. DEPTH OF BURY (#6 - #5). = #7 3.74' NOTE: MINIMUM BURY DEPTH = 4.0' SINCE (#7) < 4.0', SET TOP OF TANKS O #6 (28.57) - 4.00' = 24.57 2 NOT TO TANK BURY CHART SCALE 1/2' RADIUS AT EDGE OF SLAB (TYP.) TACK COAT 10' THICKEN EDGE (TYPA L.STRUCTURAL MATERIAL COMPACTED SEE THIS SHEET TO 95% OR 6' OVER EXCAVATED, FOR PAVEMENT SCARIFIED AND RECOMPACTED SECTION DETAILS SUBGRADE (TYPICAL) REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION. TYPICAL JOINT SECTION AT CONCRETE AND ASPHALT V NOT TO SCALE CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S ENGINEER. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. • . ° e 747 n Wa1VORK a. n COLD JOINT Y NOT TO SCALE 4' (MIN.) COMPACTED DEPTH WSDOT HOT MIX ASPHALT - 1/2 -INCH CLASS oo o 00 0 opo 00 m o 8' (MIN.) COMPACTED oo °O 00 '0 0'0 0 080 0 0°0 0 DEPTH CRUSHED ROCK oopp0 00 . o BASE (CRB) o • o - o 12' MINIMUM STRUCTURAL FILL a o o o 0 SEE SOILS REPORT FOR OVEREXCAVATION REQUIREMENTS. TYPICAL PAVEMENT SECTION �S NOT TO SCALE CONCRETE SLAB / CONCRETE - I CURB SLOPE d' CONCRETE POST FOOTING, SEE TANK PLANS Profile View 4' THICK CEMENT a CONCRETE SET TOP - ?' ELEVATION TO MATCH 1„ TOP OF ADJACENT CURB '; D/2 a A" CONCRETE CURB -/ Plan dew V VENT RISER PAD DETAIL NOT TO SCALE 0 iV EXPANSION JOINT WHERE EDGE ABUTS PUMP ISLAND OR TANK 6" WIDE STEEL SLAB (TTP) TROWEL FINISH 4- 24"24" 24" 2" ASPHALT OR CONCRETE PAVEMENT (TYP.) o d SLOPES LOPE 77 D .e LAI CONCRETE GUTTER W/6 -x6 -x10" W.W.M. 8" MINIMUM AGGREGATE BASE SUBGRADE. NOTE SEE SHEET Al PREPARATION OF SUBGRADE SHALL BE PER FOR MATCHING OF PROCEDURES OUTLINED IN SOILS REPORT. CONTROL JOINTS n CONCRETE SWALE DETAIL �NOT TO SCALE PAINT (2) COATS TRAFFIC UNE YELLOW ON-SITE n DIRECTIONAL ARROW NOT TO SCALE 0 CAST [RON, RING AND COVER PIPE MATERIAL AS SPECOED BY THE ENGINEER. NOTES.: 1. a" AND'b' CLEAHOUTS. ON SEWER MAINS $"LL BE EAST JORDAN IRON WORKS: INC. No. 3696 OR EQUAL.'CLEAN OUT SHALL BEA WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS. POUR A 1'-Q THICK, 2-0" SQUARE CONCRETE. CLASS '3000 PAD AROUND THE RING.AND CDVER, F Ur WORKS 8:IOR611NCN CLEANAUT M. PLAN - �'1 'j1EPARTMEN'C FORS SANITARY SEWER MAINS SEPTEM]EI6R 2011 8 CLEAN-OUT DETAIL NOT TO SCALE — 5 1 2" 41��G14AIs0�Z O O ZO 2 Py G`1,40 ENG%A 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ONi1FFR IG. LAND PLANNING.ENV SURVEYM, NONMENTAL SERVICES T CQ O. 04t0.S 0 � � U C No �NHNh � ONonvl O Tm� Y �8� IL4 1"R /2^ R Y Y G b' M M M !:2 M Y< r `n 3 FINISHED GRADE ---- ----------------------- N N m_ N N N N N N m e, a WW U = z U er, N pNo 11 NEW PAVEMENT O O co 'z 0 '6'6 0 p 0 0 $ ''Q " 5g, U ,,per Via )0`^1"0 V c�i a o O a m m g z m OL O EXPANSION JOINT AT a••: ,. 20' INTERVALS In 734" r \ Z N M Y YI t0 I� d FLOWUNE OF CONCRETE SWALE NOTE: CEMENT CONCRETE BARRIER CURB 9 M 1. INSTALL EXPANSION JOINTS O Prejed j: 13245 Stare /00459 6" MIN. AGGREGATE BASE AND SUBGRAD 20'-0" O.C. MAX. NOT TO SCALE O < PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR \ Designed By: CMF N AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS 6" WIDE STEEL O 5;I Drewn RDC TROWEL FINISH W cLeakod By JH INTEGRAL CONCRETE SWALE DETAIL 3' T � E Dote: 9.7.2012 A� IV NOT TO SCALE (AT CANOPY) o d x 181, CONCRETE SLAB AND jz z REINFORCING PER W I< ARCHITECTURAL PLANS. z 4 N SLOPE - SLOPE o SLOPE SLOPE G b' m a O O 2� , z 19 r `n 3 y o W m_ I z W O z m m WW U = z U c co 'z n ''Q " 5g, ,,per Via )0`^1"0 V c�i a o a a m m g z m OL In \ Z N M Y YI t0 I� d FLOWUNE OF CONCRETE SWALE NOTE: 1. INSTALL EXPANSION JOINTS O Prejed j: 13245 Stare /00459 6" MIN. AGGREGATE BASE AND SUBGRAD 20'-0" O.C. MAX. < PREPARE AND CONSTRUCT SAME AS BASE 2. SEE SHEET Al FOR MATCHING Designed By: CMF N AND SUBGRADE PER PAVEMENT SECTION OF CONTROL JOINTS Drewn RDC cLeakod By JH INTEGRAL CONCRETE SWALE DETAIL E Dote: 9.7.2012 A� IV NOT TO SCALE (AT CANOPY) o Scale. Disk File: 431 RAINIER AVENUE SOUTH RENTON. WA 98057 CITY OF RENTON Approved by: Date: CONSTRUCTKM DETAILS FRED MEYER Approved by: Date: FUELING FACLRY LPermlt13001730 R 313122 Approved by: Date: Approved by: Date: f 10 i r-3 ( a - -2 7-2 iZ G b' m a O O 2� , z 19 r `n 3 y o 2 I z m z m eLF I I b' m a O O m a •< , 0 19 r `n � y o 2 I `. z eLF z a c co 'z n I I 8 m a O O m a •< , j G Nym O r `n � y o 2 I I � 8 O I� a oa D NN ;: a 2 CONSTRUCTION DETAILS OIL/WATER SEPARATOR OIL RETAINER BAFFLE - PLATE ACCESS DOOR - INSPECTION TEE — DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR 6" INLET RIM ELEV PER PLAN - TYPICAL OPTIONAL RISERS AS REQUIRED V-11- . s' -o" .12" 1,-4" SECTION A -A 3/18" GAILY gyp_ PLATE SECTION B -B BAFFLES AND WEIR n OIL/WATER SEPARATOR NOT TO SCALE (UTILITY VAULT COMPANY MODEL 6605A). OF CONSTRUCTION L ^ Z NEEDLEMATERIALS 1 NON -WOVEN TERMINATE CONDUITS ABOVE :- GEOTEXTILE MATERIAL FABRIC IS a i 1111 INSERT SHALL :DAND CEILING IN BUILDING BIOLOGICAL DEGREDATION INLEr ULTRA •• •• L AND A BROAD RANGE OF CHEMICALS. OR APPROVED EQUAL. DIAMOND PLATED INSPECTION COVERS FLOW DIFFUSER GRIT/SLUDGE RETAINER WEIR 6" INLET RIM ELEV PER PLAN - TYPICAL OPTIONAL RISERS AS REQUIRED V-11- . s' -o" .12" 1,-4" SECTION A -A 3/18" GAILY gyp_ PLATE SECTION B -B BAFFLES AND WEIR n OIL/WATER SEPARATOR NOT TO SCALE (UTILITY VAULT COMPANY MODEL 6605A). OF CONSTRUCTION L ^ Z NEEDLEMATERIALS 1 NON -WOVEN TERMINATE CONDUITS ABOVE TERMINATE CONDUITS ABOVE EXISTING GEOTEXTILE MATERIAL FABRIC IS a i IS RESISTANT TO ULTRAVIOLET 1111 INSERT SHALL :DAND CEILING IN BUILDING BIOLOGICAL DEGREDATION INLEr ULTRA •• •• L AND A BROAD RANGE OF CHEMICALS. OR APPROVED EQUAL. APPARENT .• A. :1 US STANDARD SIEVE (0.180 • T--, OVERFLOW PROTECTI GRAB TENSILE STRENGTH: 11 LBS SEAL PENETRATIONS (TYP.) PUNCTURE STRENGTH: 1 LBS HANDLING MULLEN BURST: 11 PSI m�un TRAPEZIODAL JrW. 2d a EXISTING CEILING WATER FLOW RATE: 1 _ 1 CM/SECOND w N SKIRT: 24*x36' SOCK FILTER/SEPARATOR:• 1 K REQUIREMENTS: I CONSULTDISPOSAL • AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS INSTALL NEW SHEEP .METAL SEDIMENUT COLLE BASIN©CATCH I II NOT TO SCALE EXISTING BUILDING L ^ Z ,r. TERMINATE CONDUITS ABOVE TERMINATE CONDUITS ABOVE EXISTING OVERHANG a i ISOMETRIC SECTION CANOPY OVERHANG IN CEILING IN BUILDING STATE APPROVED - ASPHALT DIPPED L z BUILDING w O > D STORM r: SEAL PENETRATIONS (TYP.) SEAL PENETRATIONS (NP.) N DWC P DAN. PAUL C. SCALE .NONE _ s i 1 m�un DAT%: JrW. 2d a EXISTING CEILING m 247 W 479fm 3L FV9 . IX. 9£401. {N: (541). 6e£ - SM h .J 020£ w _ w N o v=i EXTERIOR U-1 K INTERIOR I I INSTALL NEW SHEEP .METAL � I II INSTALL NEW SHEEP METAL ENCLOSURE TO CONCEAL INSTALL SEAL OFF PROVIDE ( I ENCLOSURE (24" WIDE TO CONDUITS PAINT TO MATCH•.'. W HANDHOLE ACCESS AT I CONCEAL CONDUITS P NT TO EXISTING BUILDING (WIDTH ,.:; SEALOFFS) I a I In MATCH EXISTING BUILDING TO MATCH CURB EXTENT) O_ A W INSTALL SEAL OFF OR COULPING - 3" LB's i ITH SEAL (PROVIDE HANDHOLE n a n m n a CESS AT SEALOFFS) EXISTING CONC EXISTING CONIC CURB CORE DRILL WALL —" LB's (TYP.) EXISTING SIDEWALK TO BE SAWCUT AND EXIST. CONC WALLEXISTING 4AI EXIST. CONIC. WALL ASPHALTREPLACED Store IOD459 v Designed By. CONIC CURB TO BE CMT N Dr By. ROC SAWCUT AND REPLACED EXISTING CONC 2) 2" CONDUITS FROM SIDEWALK CABINET (2) 2" CONDUITS FROM CABINET JH ai E SIDE SECTION EXTERIOR ELEVATION (2) 2e CONDUIT PENETRATIONS AT BLDG. n SECTION AND ELEVATION VIEW V NOT TO SCALE Scale: PLAN VIEW OUTLET za" SQUARE� l n L ^ Z ,r. W/ HINGED LID 24". $QVAItB a i ISOMETRIC SECTION SIDE VIEW GGG_ STATE APPROVED - ASPHALT DIPPED L z 24" SQUARE — 4"0 OR 6"0 OUTLET w O > D STORM p A DWG #' J Gib.., 1, . N DWC P DAN. PAUL C. SCALE .NONE _ s i 1 n24' SQUARE CATCH BASIN �. NOT TO SCALE (REFERENCE DETAIL "GCB10-30HB-4&6' YANVFAOIb�It SIDE VIEW WON 7%Z sAa8aaww PRLHNTI% ' .._ DI0.091eE .FRONT VIEW. ;W RUeLtC AOItb"9 I- REDUCED PRESSURE W WLOW '�' 'UN— MA D%PA%rN%NT ASSEMBLY IN HOTBOX NARGJI gala Rn. P.B.AA. W//HOT BOX J NOT TO SCALE (REFERENCE DETAIL "350.2' n DOULBE CHECK VALVE ASSEMBLY NOT TO SCALE (REFERENCE DETAIL "340.8") 4" CEMENT CONCRETE 4" COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY NOTE PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM ONCRE A,\ �) N.T.S. 2% MAX. SLOPE o n $ o 00 o-dI o Opp p p O o� 00 O OO o a a PLAZA SECTION CITY OF RENTON Approved by: Date: R=373723 pproved by: Date: Approved by: Date: Approved by: Date: vry mP�GHA(i��Z n O Zk 2 9 �r'NG ENGIN��P 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX ae)a��cWcar o O LIN OIM N n Emmm mmF fbiI0I24I--I--In-InInI Oml�l�l�l�l�l�l� In L ^ 'C� SEDIMENT TRAP' W/ HINGED LID 24". $QVAItB a ana9 ISOMETRIC SECTION SIDE VIEW GGG_ STATE APPROVED - ASPHALT DIPPED �n z 24" SQUARE — 4"0 OR 6"0 OUTLET w O > D STORM WATER CATCH BASIN DWG #' J Gib.., 1, . P -ROT. MAN. DWC P DAN. PAUL C. SCALE .NONE _ s i 1 m�un DAT%: JrW. 2d a MDD%L: CCerd-JOlfe-1A6 m 247 W 479fm 3L FV9 . IX. 9£401. {N: (541). 6e£ - SM h .J 020£ w n24' SQUARE CATCH BASIN �. NOT TO SCALE (REFERENCE DETAIL "GCB10-30HB-4&6' YANVFAOIb�It SIDE VIEW WON 7%Z sAa8aaww PRLHNTI% ' .._ DI0.091eE .FRONT VIEW. ;W RUeLtC AOItb"9 I- REDUCED PRESSURE W WLOW '�' 'UN— MA D%PA%rN%NT ASSEMBLY IN HOTBOX NARGJI gala Rn. P.B.AA. W//HOT BOX J NOT TO SCALE (REFERENCE DETAIL "350.2' n DOULBE CHECK VALVE ASSEMBLY NOT TO SCALE (REFERENCE DETAIL "340.8") 4" CEMENT CONCRETE 4" COMPACTED CRUSHED SURFACING TOP COURSE COMPACTED SUBGRADE MAX. DRY DENSITY NOTE PROVIDE CONTROL JOINTS AT 6' O.C. MAXIMUM ONCRE A,\ �) N.T.S. 2% MAX. SLOPE o n $ o 00 o-dI o Opp p p O o� 00 O OO o a a PLAZA SECTION CITY OF RENTON Approved by: Date: R=373723 pproved by: Date: Approved by: Date: Approved by: Date: vry mP�GHA(i��Z n O Zk 2 9 �r'NG ENGIN��P 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX ae)a��cWcar o O LIN OIM N n Emmm mmF fbiI0I24I--I--In-InInI Oml�l�l�l�l�l�l� In L ^ 'C� Z O a a ana9 Z °z GGG_ iDN wym �n z m w O > D O W 'i cn m m = w _ w N o v=i U-1 K rc � II L x W W W Y YS C O_ a a] In a- C O_ 2 W 431 RAINIER AVENUE SOUTH RENTON, WA 98057 1vl CONSTRUCTION DETAL S FRED MEYER 0 FUELNG FACK-hy Permit No. U13001730 M C8 of 10 a f� ; 2_'37 3'7 -';L 3 m • ej L ^ 'C� Z O a a ana9 D °z GGG_ iDN wym �n z m w > D O W 'i m m m = w _ w N o v=i K rc II W W W YS C O_ a a] In a- C O_ Q i w n a n m n a Project 1: 13245 Store IOD459 v Designed By. CMT N Dr By. ROC n Checked By. JH ai E Date: 9.7.2012 Scale: 1._ o Disk File: 4T., . ,.. ....._ o 431 RAINIER AVENUE SOUTH RENTON, WA 98057 1vl CONSTRUCTION DETAL S FRED MEYER 0 FUELNG FACK-hy Permit No. U13001730 M C8 of 10 a f� ; 2_'37 3'7 -';L 3 m • ej L ^ 'C� Z O a a ana9 D °z GGG_ iDN wym �n z �I r �] B O a a ana9 D GGG_ iDN wym R3N z m ` W > D O W 'i m m 1 �I g �] T O e� a�46 ana9 D GGG_ iDN wym %m Z m ` W > D O W �I g 8 O ME ana9 D GGG_ iDN %m Z a .'rrcaveemc SH'A?A`iEaASE '. PaG9T NOTES _1., Nosmpa sio-�e4uired WmrCt�n3.isA' arless:. 2 Thah6ltgn o}Um prarae[celtlbWdaaayhaslgred mfedlmm daardryy '3 Trip *cupq;*rewleane QmlF'difwbe kMde .*httN WS6d&M Tbo&W re mW be tasrkaojlla aypabrprWaxkn; n, rrooulkwss there$va�HFJmessoE2rdrbnun.r625'meriwm. pmMe a LsrtlNimnc eeMemrutahnoalanwaY,endibeautaWeaYgleplpO. AW lhe� E tly 96piI0h Jakrta,gNrmaeWy StBidenl+ a M luaa6 M1gS:dmrs, aM maWpseDdlbs6�InHnMerN aaadermvM sra�d saaalodmasaay S PUBLIC W�QRNLTC.5 ,FATCN:SASW T1CPE. 2! ST4. PLAN - 201.00.. MARCH 20018: OPEN 3' X 0.090 GAGE SUPPORT - BRACKET ANCHORED TO CONCRETE WALL (MAX. 3' VERTICAL SPACING) 12' OUTLET s CATCH 8AdIN DUANN§ICN$; CATCH: wek MCNM1S6THeNEE4a 60.5E uawgHUM WarmEA6EAF1NPolYyMM 91EEl '.. 6E114EF1Y i�RWfA�ifa61R9rRi AHHOdtomA W.W.- W'—O .6A6a. t2 � a w __:v azo-;_ ars K m N Y - B' GO r w%,, sr r- e•' w :W 0A oz N _.e,.. �. ..ix oat:':' 6R+ Bf' 0 17' Yl jT 0199" cm W. 4 'r 6r• it a.3y,.. w: NOTES _1., Nosmpa sio-�e4uired WmrCt�n3.isA' arless:. 2 Thah6ltgn o}Um prarae[celtlbWdaaayhaslgred mfedlmm daardryy '3 Trip *cupq;*rewleane QmlF'difwbe kMde .*httN WS6d&M Tbo&W re mW be tasrkaojlla aypabrprWaxkn; n, rrooulkwss there$va�HFJmessoE2rdrbnun.r625'meriwm. pmMe a LsrtlNimnc eeMemrutahnoalanwaY,endibeautaWeaYgleplpO. AW lhe� E tly 96piI0h Jakrta,gNrmaeWy StBidenl+ a M luaa6 M1gS:dmrs, aM maWpseDdlbs6�InHnMerN aaadermvM sra�d saaalodmasaay S PUBLIC W�QRNLTC.5 ,FATCN:SASW T1CPE. 2! ST4. PLAN - 201.00.. MARCH 20018: OPEN 3' X 0.090 GAGE SUPPORT - BRACKET ANCHORED TO CONCRETE WALL (MAX. 3' VERTICAL SPACING) 12' OUTLET �• F CATCH BASIN #3 — 12" TEE CONNECTION DETAIL NOT TO SCALE CONSTRUCTION DETAILS CROWNED FLUME SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE: BELOW FOR DETAILS NOT SHOWN THROAT OPENING A; � Q.e uA' 4 p a: nST-IN-PIACE' - SSED zOAT OPENING '�- THROAT PRQTEETION DEVICE. 14 DOWEL BARS $ ii2'"0.0. By-AMERfWT GO NOT REMOVE - LEAYE TO. BE'8W AS NE$ESSARY 8Y CQNTf§AOTOR iiH IH RLAGE UNf14 SITE Is PRIOR TO 1618: LYAT10N, OF- FIELD POURED:' GtMbZ - i t :: ':STABIU2ED AND' FILTERRA, ... LIH ...[. '.IS ACTNATEDi PRECAST.80X WALL IMPORTAN RLTERAAFLOVd,LIVET N BE ATA HGHER F,LEVA SECTION VIEW THANHVPASSPLOW( STANDARD FILTERRA THROAT OPENING towpIrlLErnRom DRAWING, _ ANALABL£,IN 0-- J RO&rvoU® FILTERRA THROAT OPEN/NG AND GUTTER OR FLUME. DETAIL Capliigti:RiW'r M-0mo,e4i -.I FilterraeiStandard 'Plan Notes .Construction & installation A- Each unit shall be constructed at the locations and elevations accord fiIt trd algr6tention ayetAnls C; The --unit shall be placed on a compacted sub -grade With a minimum :rrinch gmval base. matching the final grade of the curb line In the area of the unit, The unites to be placed such that the unit and topslab'match the grade ofthe curb in the area ofthe unit. Compact undisturbed sub -grade materials to 9E °% of ma>amum density at +i- 2% of optimum moisture.. Unsuitable material below subgtracje Shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved 'dmwings wall modlficatiOnS necessary to meet site conditions and local regulations:; E. F. F ereonuractorisresponslble forinlef:pmtedoMsed'imentcontrot and cleaning around each G: Curb and gutter construction(where present) shall ensure that The :flow -line of the Fllterra-imits A. Activation of the Filteha®-unit is B, Activation inqudesTnstalla4on of plattt,(s) and mulch tayejs.as necessary:. A. e. C. Each Included Maintenance visit consists of the following tasks 17 1: Fifterre unit Inspection 2. Foreigh debris, sett, mulch& trash removal 3. Filter media,evAuetionan8 recharge asnecassary 4. Plant'healtil eyaluadon and pruning or replacement as necessary 5. Replacementof mulch 6. Disposal of all maintenance refuse items 7..Maintenance records updatedcand stored (reports avallable:upon request), Approved by: Approved by: R=373724 Approved by: Approved by: CITY OF RENTON Date: Date: Date: Date: m��GHAV��2 n U y� r PP T7NG ENG\NPP 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CVL ENGINEERING. LAND r1ANNM i 1 >1 Ls ON U � qqn w L jj�O1 �)0 • 8R Yo� o,, Loon oo.W 28527 a s e RDC w a t2 t2 � a N N C4 K m N a N N N N N U O Hz N e �• F CATCH BASIN #3 — 12" TEE CONNECTION DETAIL NOT TO SCALE CONSTRUCTION DETAILS CROWNED FLUME SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE: BELOW FOR DETAILS NOT SHOWN THROAT OPENING A; � Q.e uA' 4 p a: nST-IN-PIACE' - SSED zOAT OPENING '�- THROAT PRQTEETION DEVICE. 14 DOWEL BARS $ ii2'"0.0. By-AMERfWT GO NOT REMOVE - LEAYE TO. BE'8W AS NE$ESSARY 8Y CQNTf§AOTOR iiH IH RLAGE UNf14 SITE Is PRIOR TO 1618: LYAT10N, OF- FIELD POURED:' GtMbZ - i t :: ':STABIU2ED AND' FILTERRA, ... LIH ...[. '.IS ACTNATEDi PRECAST.80X WALL IMPORTAN RLTERAAFLOVd,LIVET N BE ATA HGHER F,LEVA SECTION VIEW THANHVPASSPLOW( STANDARD FILTERRA THROAT OPENING towpIrlLErnRom DRAWING, _ ANALABL£,IN 0-- J RO&rvoU® FILTERRA THROAT OPEN/NG AND GUTTER OR FLUME. DETAIL Capliigti:RiW'r M-0mo,e4i -.I FilterraeiStandard 'Plan Notes .Construction & installation A- Each unit shall be constructed at the locations and elevations accord fiIt trd algr6tention ayetAnls C; The --unit shall be placed on a compacted sub -grade With a minimum :rrinch gmval base. matching the final grade of the curb line In the area of the unit, The unites to be placed such that the unit and topslab'match the grade ofthe curb in the area ofthe unit. Compact undisturbed sub -grade materials to 9E °% of ma>amum density at +i- 2% of optimum moisture.. Unsuitable material below subgtracje Shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved 'dmwings wall modlficatiOnS necessary to meet site conditions and local regulations:; E. F. F ereonuractorisresponslble forinlef:pmtedoMsed'imentcontrot and cleaning around each G: Curb and gutter construction(where present) shall ensure that The :flow -line of the Fllterra-imits A. Activation of the Filteha®-unit is B, Activation inqudesTnstalla4on of plattt,(s) and mulch tayejs.as necessary:. A. e. C. Each Included Maintenance visit consists of the following tasks 17 1: Fifterre unit Inspection 2. Foreigh debris, sett, mulch& trash removal 3. Filter media,evAuetionan8 recharge asnecassary 4. Plant'healtil eyaluadon and pruning or replacement as necessary 5. Replacementof mulch 6. Disposal of all maintenance refuse items 7..Maintenance records updatedcand stored (reports avallable:upon request), Approved by: Approved by: R=373724 Approved by: Approved by: CITY OF RENTON Date: Date: Date: Date: m��GHAV��2 n U y� r PP T7NG ENG\NPP 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CVL ENGINEERING. LAND r1ANNM i 1 >1 Ls ON U � qqn w L jj�O1 �)0 • 8R Yo� o,, Loon oo.W 28527 a s Drawn W. RDC t2!2 JH t2 t2 t2 a Q N C4 m N N N N N N N O Hz O N N O M h O O 3 O O O O O� O M O 4 O 0 c 0 to o 0 0 0 o T N z 0 OI w T x W W H rnM M M 0 I Z O N K li O K K C K? IL W C O II IU vii in m S ie a Q rn s v a Project J: 13245 Store POW0459 Designed W. CttT Drawn W. RDC Checked By: JH Date: 9.72012 Scale: v Disk Fib: 1[aAa_nl_nl . �..._ 431 RAINIER AVENUE SOUTH ' RENTON. WA 98057 CONSTFWTM DETAILS FRED MEYER FUELING FACILITY Permit No. U13001730 C9 of do a g z Gl - 3 w n C v n � vz m gaN CDC G M cm Z I g - 3 w n 9 y a v n � g90 °w gaN CDC G .ny cm Z Hz =�o C -m� 3 .2 m m M n I - 3 w n 9 y a wI T n >w N D °w I g 8 O Ino .ny am �gz � WAYMPLANGIRMA MM SYrtlNdPIMW300 Erosion Control, Notes:. ��.' gVs 3 > AutEDB At1otAATawsstPULeEwaalorDAwct wmrkxEUTsr>�rtgtroFncntrtlFtwtrcnPrwa wowa Sulface"Water Standard Plan Notes fA1�ANpiwCAl10N4ANa,9BQLLMgkBgl6AMlwStICrJAY1YA8rAN0Y{PO]EEGf#G110t41AtflT.glInON7'S Q' � N� m :S W P A oDt7♦aFf/gtSNAlLEE1�DPp0117D AAR OF 'rtRop These notes 5 0 appear lb Projects = site lmprovemantf, surtieoewater Utility, BVTKCPYQFFAWMi. These rw shall appear on Phi for the surface water ur ty. m Z ANDONOEv901atiWLERE atelEtEfoulagplp16fj9,N pgytlggltlDltnDCa1b7151t1nN.: wastewaterutigty,wateruBlKy,aMtrenspwtatbn':plans: _. 2 Rehire arty mrrstructlon o7 deVekipmem actift OC urs, a pre-Corstniction meethg'.. 23. All disturbed pervious eras (compacipd, graded, landspepedr �•)of the must b i held between the QLybfRenton plan review section and the applicant development site must demonstrate ohe.of the following: The edsWg duff layer o v n A.ALLEtpL7tW utEmESsxALLAFAlAww59lutCE.otpatl6aDlGmttCtgtt ugc3fp71XtMNScttp�pr;AffCflyrpAC[pggtAly: 2. Before arty oonsGucbon or devebpmknt acdvlty oaurs,apre-consbuegon mewing ? Quizi10o42FSss70y8tlFYultutYkpGtgNEEEr°NEA BE7R'AW7[OLL rAmObes d7ndredlWbutgdt°'maintWm the'mo4 re:capaci of lane: soil OR; y must be held with the,Cltyof Renton; AubllpWodks'>design eng)hrar, 3. AA design arN1 eonstructlan shaU:be'In accardance-ugh the Refitan Munid I tY ` °' 4s• pa Code Amamkd soil shall be added to maintain the molshtre'rapadry. el a AuwATEEl4tausmFoammMstpucnoxoPwAta5v atawtbva�rtgsNAu.KNEWANouNaAmAmAAND 3. TheBoundaiesoft}tecloarmg7lmlts:and8raasofvegetation,preservatMn ( aAheWaste.dltionoftheStandardspedfkatkmsforRoad,Bridgeand `rftGENGFN��� MATAUIISIONA;ataiMA7EpWs9iAIiaEAgi?p tN WgigrgWTKc t apmNrompWp OW NaMIaANY MunTtlpal Cons kuetionPrepared�by WSDOT cord the American -Public Works: 24 -Proof of liabiAty insurance shall besubmlkted to Bte City prior to construction permit:. MATERULsakyrt� prescribed on the plans) shall be clearly flagged by survey tape dr fencing In the Associabon (APWA), as amended by the Qty of Renton pubAe Works Department. R Issuance. 18215 72ND AVENUE SOUTH Yield prior to consbgrction In aaordatice with Appandbc D of'the Surface Water' shall the sole responslbAlty of theapplkankand the professional civil etgirteertn KINE, roll 98032 IL AuwAmtruwPtpE MATEIaAistlrtAu''eE t g¢uN®auctnEE sDx Design Monnet and obSErved during G,vnsttucgon, f3ur>hg Fico C°nstrustlon padpd, no corteCa error omission or varlatkxt from the above r irements. found 1mthis..- 25. issuance ofthe building:or constrtutbn rmlts b the O of Renton does not:. PPF7lY77g1E9EOASLa2pE11AwwAczsiANDc dlstprbance beyond the dee limits shall be perrnA;tad, The deadng ilinlis shall be:, _ °Y < requirements pe Y N (425)251-6222 fOP. pVEl0N115lNtt4aE t�6M'al°kyECBAMIGttDwt•CA5FMgNatbJt7EFiRtwPiEFn1w635)NLLSEgKs�ttA5• P.Iatts.aJl(Xlrretiblisshatl he dtfto addltlgnal•mst to the Clry.: tells" *"r of the°ontinulnq k'gal oblfgatkmand%ur:11ab1iLY a82naded w9tf (425)251-8782 fAX :PaANWAwwAclfN•'H,^4t+-.AuotrctuEatoNPpEAtpFrrter4sataiRE..tvydvpEOWmtgraytµct6ttNpE,imE; maintakSad trt+thaapplicant/ESC supervlsor.forthe durotlon of eonstmdt°n. stotmsurfaoe.waterdtsposubh. Further, the CRy of Benilin.doe5 rrot asosPtattY... as ENcwaawc. LAND Pwratc, :paLYE7itYtENE.PUE71CPaAtvyvACtaasTAxtpR06. 4. :Stabilized construMlan:entrances sfsall be inskaltedaFthe beginning of construction, : 4. Approval of this read, grading, parking and drainage plan dors not constitute an obligation foi'the proper functioning dtul, maintenance of the -,system Rfot9dad during stravlvwc, rrNRpt•tww. sI1Me¢ -and maihtalned for;the'durrttignQrrice project. Additional measures„such as 4P,PTov?(of arty other construction (e g, domestic wager conveyance, serer: construction. S A�araArtr deoVEAFltoM7apapwAiet MA•6TOFiNNIaeRA0E3WLLtEXwtlBtoRPIVEONAltFROFtoINCR.pRtESS canstructetl wheel weans ms orhashjeds, may berequiretitoenscre thatall eonYewce, gas,electrical. etd.yrhe surface water dramage-sgstamehall bo:. ANG4ewa16foApeEoyeAFtgtocftrlgt f(1ptARBbG NtApegN,taaratptttittiyvAtertty yNu,4E Eptr1<R¢..; �° , y constricted %confing to the.approved plare,'whkh are on flle to with the.C7ty. Arry:: 26. Therontractor shall be responsible-for Providi g adequate'+safeguard, safety i iwCDsvuTntswisraEAPIItWa.BrnfEcriYRtrENtaNnapRrowasrMle[pN.witaEvnttrapNFttct;cc'cltlk t>bvad::areasarekapCi:haat+andtrtickouttoroadxlghtofwaY'di?Rsrmtaaurhtryte deviation from the'approved.planswillretpt wrlttenappnaret6with, CCRYi devioa% protective equipment .Raggers, arid ahyotherneeded ktionsto:protect the -mE+wNrtcantewAtatrAAwsfAtiaEAottmEOAtwt'B�tEnp aFANopNatctsAxotoPttmrnEiANwtUtArmex, dUratl4n:of Uta project,. Renton Public Works{teparhnent; Surface VQati r Utility Section: Ilfe, hea* arrd;safety of the public, and to.prdeU operty, in conneedon with the: _erEo9tBcrtonstwixorEtlQ�a,E+wFpePiEwrwuFNFnt9asSPf6}t'AmNwtttQrFQPPFEuma. Auer es - pi - . 6ACrffaLBIA11lEmAPAL7®:eD95 PBI®IrMAXB,RIM pIMOEtKmAsoEtegiN®sYltlEfpoiF�PppeTpRTgt perCgrmance o(vrodG Any Wolk wl8ttn#fe.t[avRledl dghtof-waythat maylnte pt: 5, AA requked swltmetdation/ene n comm) fadiiUps mdat be constructed acrd Inj 5, A copyof these approved plans must be pa the .. :nonnal traffic: flowehaA require a trefflpcontrel plan approve by the Public Works AIE7NODIMpoJNNpA7WAYS'MgADWAYSHAlaa6l>;ACtADWAYIMNIAAU4ARI1I,iVAFSArNIRgK9t[rApoNtLWAtIEp :.{ob.6he WhenevarmnStJyCd9n Is;ln µEQ,ALLPlE-SorEmAVACrroN91ALL0E85Ato0. gperadon prior to landdaadng anti/or,construCtlen`to preventMmisp°r it of P!ogross. Depardnent, Trartspodatlon SVskans Dh+isbn: AA dloris:pf the WSD07S4andard , sediment to surface water, drainage systems and adjacent properties. all erosion Spadfbadons 1-117-z3 Trafttc Conhol shaRappN. R. and sedimemfadlides shall be mainfalned in a-satisfactory condition until sddi "ttma 9twCA€1&EwgwBFtwwAti'EERRfAtWssxAuiEo®erEn as[au�ANOP,axl�wrwswnaoo®pxeEwRN4ngF 4. Grading adhitties'(she alteration) am limited to theh°ursof 7-a.m. W7p.m:. -EB47°NSEVVAIWDUA•sAN,CUMAVAIIMSANP$,KM.WVWAU�ATALLVOrrAALApip tO 1MARmagl0.i;Fim thakci dngantUQrcdhstnrrtionis:epmpk:teandpotentialt'ot4tr!sltherostomba;,. Monday-thicit Satiuday- aridridwokonSimilariialbwecl,unlessotherWlse 27, Prgl located vAthinthe:aquiferprvtpttlonarea(APA:shallcont with,... ectal. M+oa�acJlrurtANts:AtesAuwatoNnNttAtttatmttetl#uWaEaBtgt�mcNwtAantANlru;xNtttswApwrttittto Passed. The;ImPlementatlon, matnFetwnce, replacement and addle're o - . ) Pty ..-.. E4tO�TEwOt7eltB. eroslonjsedlmenlattoncontrol systems shall he the rasponsjbfltty'athe perp ices, > vdthawrkten,dl=cistvn:by the City Renton.,Requirement#6: of the Surface Water Design- Manual and Aquifer Protection Regulations (RMC, 4.3.050), on 7.ALLWWWATaIWMPMANDRnUr Ptw,xAVEAMWPffPIMMXTW4MKTHWPIMMM agWHM :6. The erosion and secilmemation controtsystems depicted on this draWingare7. easement re a "cam'sore Iniacth(s responsibilitycrt; Easemto-obtaints wipe ityr t � `n easements neoassary before initialing off-sAe work: Easements regmre City review oAtcTtatEo.aFitiinB,FttrswaE.wowptmTaretsslutigEttattswnwpoPANo ndhlang. As 8 � construction progresses and unexpected or seasonal conciltfons' and approval Prior to constnP.tlon, 3tIPBwEIOIIOFAkTYoi aBRW U[IIIEYNEPECRiE. TNE00NQAomIISIWJIStIpLY,MbTALLAlO11BAflVEP1U(gS � t° dk'fata trio Rllftee >+ �� ooxroaATroxstbvswowoPs..r4AtlpaNrq�TNarwlwrJtN.O,gWaWgTPsrwGAw.RwrrA�tol►rANtE,NC. shalanttdata'tftac more fed fall 8, RanehkaduNlltleaorottcecltistaliatbttsthatace:.notstpwn_ontheseappmyedpWts o -g0 cONItECIWNStwr.•ErdAoCtETw®tTt#r1ENwm(NttETwvt7wwwwa.TAPvavE7oAx.E1¢tnN@w�EAurml P alas wlTft� < ag D '1NENfltIPM11[ftlASal�t[LAIA ta6�, EfFD, E1IWI�AIDPAS6®aA1R:t7�tuEAtnvtEBtYTaTai6. her a5$,ary-tp ensure.m, mPleta slltatbn control on�,ale propose d site. During the: shalinptbe constructed uniess3napproved setofplarts that:meetaA uireme.lts DEPARTME TOF COMMU I .D. _-:..'.' -�---. YYVV!! �o maN coratrnctton':ltshilf wthe,obl avoh' int sporwbnity.Oftite permltae':to req :. _.... N .. N TY AN.. ..y h"t-'A' Oity off, - E N € m - ..:: , of.Chapler'4 of Water DesignManual-aresubtdtfed�to the City of Y,�;j„- _, �-... Z addnessanyltew:kundttonsihatmay.6acraatet[bythractlylties:andtpPtDVlde ECONOMIC DEV `' � -< I:ArEwWATaW1NLwtlLOw6.SFArKELt79ALS'9tA0.aETvaT®ATASMTICw�SINIE°F,=PYAWWWDN='. Renton: .+.+'��a,-r -'°-- - i"{ E*�'.l [i"1 3 tf� o o 3 nz G) PA�ttAEWIwAMpBA1M°F3T5 PtiTL3TPPBS11pEPOR 1701AaNirR'W11NAElUOENMA°PSPSr - addltbnal facilities, ov2t'and above nlinlmum`Segglremwlts, as m3Y ba neededrto ^ ,. _ �% mm =z'� iNEB1IEE76TPFB00.tIP0RSA7NFACJgwfOMPlF11DNOF7lffpga64N1ETtS1;nIEtIrE3xALLE niattw,, pro teeEadjacent;Propertiass nilwaterqua ptyofkhererpivingdt'altiageSY m... - 9. DatumshaA-beNAVD88unless-OthetyrisgapprovadpyUtagtyofReMan.. -' • �o C i11O71�IwAT9l3AMPt6AWL,aETAN6iiCA%11tlIY7ESTMKit[TIEWBUCwatM6J11woC7oIC , , • N %�� i Referer ee betrdwrrarkand clever ons are rioted on Ute plans. �� �� � n 3 7: Approvalofthisplamisforerosbn/sedimentatbncontrolonly.,Itdoesh°tconOtute: GofjClltl,0,fisforPermitB130Q1726 $ _ r 8.7tiEoawRAOMSIMNOTIFIrIMC VOPpErtTtMlwAMUMMANDMADnUVJtEOBARTMOMATLFAittawopm ane rpval ofalorm drain edea p s,•rzs nor location of ` O pipes, restrktpts, 10. Airy dewatering system necessary for the construction of shornwAater fadlitles must- Y m -:AATEPMOIITQtiftuaMaiplrN 7Or6TOTNEEft61wBWABtaYStaA.TtaEtt01/rgAefONgiN1Ew4.jE7HEp4ylalGWATER:i channels; orretertilim fad , bCsubnuthad Wtf19:Chy forteviewaml approval, Bufltfing' I M :MANANPFn7x B5Arm%iwiNK puPowrREiaPEDMErNW7NEMUMSUMADAMMADRnwM jm TNEflNAlool!lECiloIi TNEpOMrIIACMSHAALEtNW'AVATE NBADVEALLMATBOAt;ANPPtIfI11gE9J9NNt+}rD - Nn`ow F' ALLtNA7F1uALSKfaN�t'pt711Ek71Y#tsNraetmvEvprtAAntEmtagttpxTo 8. Any areae ofe>q'oted soils, indurlirrg.:roadway embankmalitse Utaak w)R not:tie lk Ail utility trendies: and toadway subgrade, shpA be baddllk� and compactedto: - �N�ox n 71 DDM WAIUSM M 7tE - sr m 3 All Construction, Demolition And Land Clearing:Waste Must Be Recoed AtA King County; Licensed o of o C°PtmACtoagtAaPApVWAM:NUALL M167y,CoxSIILTEpoaalta•,yDODAptpn UOFAOEtt6tpRA7IDN;;; dlsturb€tl for[wo days duflng.the WeG seayson(Octobkrl trpugL.h':M'L 1. L ){tr 95 percent darSft: standard Ar0dOr,,: _ Or ApRraved Fad Or7aken To Regional DispRsal FacifiUes- H�oa4 is �idays•during'the:dry season(ApFRY tough Sept¢tmber30)Shall be telY, tabltize"d ugh the approved ESC covarmathodste9•, wading` 12. Opan•cuttlng of exi3tlng aoadweysLIor non.franditsed utility or storm drainage works ,SanitarySewer Notes and, g,atc'1 - B.hatalktwedunlewsperifinpyapprovedbytheQ*ofRemonandrwtedonthese 2 TREE :PROTECTlONMEA,SURESFORALL TREES IN-ME.CONSTRUCTIONAREA OFADEVELOPMENT S. G $�GlflgtlgFl.S. muldfing, Plastic, SITE.THESE MEASURESINCLUOE::L.6footblghchair, linkfentesaroun4the:treesputtoLand ' JF"y ASRGBB approtsed plans. Arty oi�n rut shall be rastoredin aokxxdartoa Wgh the City of of y THESE NOTES SkU1L4 APPFARIiN PROJECrS FOR THE WASTEWATER UT1tiTY:: g' Wet season seasonal a oath and sediment control tequlremams apply, to ag Renton trench restoration sianderds, including the drip fine ofthe 2. All the area within the fappedarea'needs a minimumnf 3" of ti y0 construction sites deadrg between Cictober 1 and March 30 ktdus(!ie, Unless'' barknnulch. 3. Warning signs mustalsabe included oh the'%nce.4. Constrpctton acftwty,:parking,.; 1. All work andwark:inatedalsha111Tein otherwweapproied"by;, ikCrtyfhrough'anad)ustmGltprocass< - 13. AN setimentatiWerosionfacilities=mustbeinoperationprktrtotleafteridbuilding and ul menttsnatailowedwkh(rtthedripline:(andtherefvrefenced). mrIformiance wfth the'st'andaWsand si aclficatiot s - n eq P of the of 2enbori-Plarwfn 30. Cover measures'wAl'Be: lietl In conformance Surface,:. ponstudpn, andlbey mtsthe-satisFad°dy mahuaitled urHtkmnstrudiat is - Cdy gJaulkiimg/PttWk Warks Department and thalatest editiWi app co mace WIN"area of tree. The only newimpervious surfaces ailowedwithin the drip Lina of existing trees of the WSDQT/APWA Standards and ,liP!>v?d4C D,Oftbe..... completed and the-Aotenilal for 9rtsk8�eraskm �haAPassed,. 90 9 28527 p .� 5pedfleabuns,asapproyedandmodRiedbythe Water Desi'grt,Manuaf. - �--- erautioseshownottapprovedbuildingorcongtrudtlonplansWhidt#ypicallyshouldbatimikedtothe' FsrSTERs' 0� CRY of Rentor In the:Rentm 5tattkiarcl Plarw BSpedffaUons A setof approved plans;. 14. All'rrterttltm/dafentlon facilities must be mstallesland In op�atim'priprm or in new buildings, newdHvevrays, new packinglots;newatreets and newsidewalks. '. SsrOHAL sfwll be kept m site at elf times duringmr ru 1, Any arealneedmgES,C measures, notrequtdng rm madlate aUer [ion; shall be - - - eordundion with all activity unless otherwise approved bytbe Public 3 Ground ElecttvdeS pp ) 2 The hours of'WO&In:-ttte street right of way SW be per Qty sped loaf ons'onweelWays; addressed within seven. (7) days. Works Department;. Surface W iterUUlfty Section. � Yhed I Accarl Or 2 Are Approved Methods :1. An Electrode R b Least 20 Ft Long Copper,5lzed In Accordance With Nac 2.An.Electrode Of20 Ft Long#4 Rebar(Not Cess. M M n M M a a BNess:otherwjsea` in Writing the Plan,,�19uid. ,talo Works De r4Dehk, i2. The�ESC:facillUes on:inadive sites sllalf be hl5psized�and maintained a minimumof�' S5. Alt pipe � = erly Than 1/2 Inch ln.Dlameter And:Siied Per- Either OnoShaneEnpsed'B At Least 2.Inc:Ws Of'. 0 0 0 0 0 0 0 0 0 pPr°f Writing by�!{w De pipE and appUrtenarxes shall-be agbe lala nth a pro" edy prepared foundation in ) i N N N N N N N N N An approved that t mord pian rtiust be obtained ' tO ni oitcea'mohth or within 24 howsfeA°Wlhg a 0011M Vent: - o r r N ,c o: .i of o pdof begin nJ.any Work Within aaotdance with the currentstategfWashllghonStarNtard SpePfka(Eon torRaad. CO Located Vvlthin Ahd NearThe BottomOfAConuete Pootfng Thet�lsm DirectGCohtact:Whh o o N o N M 13.• At nd'Ume shalt more than one {;)rook o@ ; ccumuWte.tvlthin: � dge Constwctbn. ThissfmRLtdude gemssary leveAngof thetrvn bosom: The Earth, And Shall Be Installed la.AilNew.Residential And Commercial Construction. tK nBht ' a cakdt ba@)n: All catch bests and conveyance Ifrtes shall be damnedpdor to_pavin , and etop of UtafouodeW material, ah.weA.as;pja°ement and eompacdon of 3. call 1pcatiorts of er0,shng utilities slxiynt are apprmdmate arid It Shall be the ootttraiiibrs p 9 requited bedding :material, to unifatmgra le;°Niat the clove fengtlt of lane pipe will:' 4 Approval ForBuildin Permit Onl .-Se" rate Approval p And Permi 4e ulred For An M Mechanical, l, z Thecleaningopemtkm shall not RushsedktrenUladen Water Intotne dpwnstra7m 6 Y- Pa. k q, ..... Y M. resparLstbility mverify the tine anrleorrecEttfratlon so as ­bo avoid damage or' SySGem; be supported on a uniformly deme, urtyidding-baro. All pipe-bedding shall W AMA Plumbing, ElectriealFfire Suppression or Hazardous Materials System. 4a o o z o 0 0 0 0 0 disturbance. C1asr"C", with the_exception of PVC pipe. o _.. 14. Ouruigthe time periotl )f:QdVber 1AVI °ugh March 30, all project distdbutedsofk - 5 Authorized Hours of Construction/Activity:7Ans-8Pm Monday Through Friday 9Am-8Pm Saturday NE 4. A.pre'�nst+tttUomconference aid-a 24 taurnottce shallberequirTad priorto starling. areas,greatep thak are to be IefC iln-Worked for mare than 12 hours, snail be 1@' SIEaI Alpe soltall be olumimzed,or ganran , y0asoot treatment #1 orhetter ,Work Allowed OhSunday. Per Ordinance 4703, 2.2.1998 I 3E ' o 0 0 o 0 0 0 0 0 neWknnstrlrtdon. Itshatlbe.tftaAonhsctorsrgspnnslbflitMinsecurealtneaessaN covered . tnuhSt,soddi or Insideaced utskle. rF permits:pfiortostartingcrorahucdal. (Inspe4Uo -01 be bl' h9 pla"stkwvarih9, "Pim. V pl by 17. All drainage stntctures, such as catch basins and manholes shall have-solid.Iocking T� rePresentativeofthe t7tyo_Choon.) ItshaA-_be'Ute,rgrthac0orsrespudigsh,tytonotify ;18. AnYRRnnanentr-etonHal/deFeJlUonfadlityusadas�:atempar<1rygettlingbasln KA11 Itds.Ailtlral estYpcatres:assoCdtadWitha... dnentretentigr-ere. miatdl... 6 Required fire Flow:..ILSO Gpm,ExistingHydrantsAreAcceptable. .. � jalaj timeBul>1k WptkslitspecMr24-hours In advance of bad filling all:cortsRttctiort , be mtddifled with the necessaryeroslan conttot measures and shalt provide adequate:.. - - m l storage rapacity. if the'perinanent fadAty Is to functloit ulUmatefYa, an I'IftAtmtlofi shall. hava'sgIid bcliing Rdsl - R ld ._ .. RY: \ o ;7 :Street Address Shall Be Posted On RAgilding, Contrasting Color Minimum 12Anches;: `M, z d' S. ConhadorBsolelyresponsibleforthemeans, methods and:sequangesofapnstrudign system,:thetemporaYfatlftymutbergp9h.gradedspthatrheFiopom•andskes 18. BUIltling and.other sbucWres shall be placed lnaccardaAea with Table 4.1 Easement [� and'forth#saW-of�w6jkjrsaW obm on the-construdm site: are atheastibreefeetabovatheflnal glade of thepermanem fadlity. Wldtfisand BUlldkjg Setbacks Litres. - `8 Portahte Flre fMingulshers Required, 2A20Bc Minimum Rating; \ 94 a E�� 6. It shall be the. rmth of'-the mnbat#ar-to n : nd,a ..other rel 16: Prior to the beginning ;of the Wet season {OcL Y), all; disturbed ar6assbail be: ,.... _ - _ I R. �► rgP°_. thy . oblal,street<.:uma fry.., ated` 9 19. All catch basin grates shag be depressed OdOfeet below pevemeAtlevel... :9 Separate Plans And: Permits Are Required To BeSubmittedlo And obtainedFrom The Renton Fire; i permits-prWtoilllf, rrlshktWort - - reviewed iok%tttttjwfiichonescan be seeded In pte'Wration'forthe wintee ralnse„ - O � � y m DLsturbedaMas shall beseeded wAhinl oneweek of.Yhe beglie ing,orthe wet seasons Prevention Bureau':For Thelnstallatton Df All Underground Storage Tanks And Tank Monitoring; W 20. All driveway culverts. located within Qty of Renton right-ofiAmy shall be of so fidenr T� r 7. Plans approved the of RertWrt PublkVYarlw t II take A sketch map of those areas,to be `seeded and thae' :amai 6 ivorim uncoveered: Systems. over all otlter �l ` DepWbm she precedence Iengttrtaprw(dea mlMmum 3:l slopefran lhe:edge°fthe,driveway tpthe bottom' d V+ A a glare: ,shaD besukrNtted to tha:,Qty.of Rentonfpr revlevr. of dne;diMt Rack for erosion protection of roadside ditches, where'required, shall he W x v B. A of these a ��Nratkul rptltplaced to a depth of one { j faota`nd must meetthe fd_kw+ing. _ w mPy- approved plans:must be On the.7pb site Whg!ever mnshUgioR is'ry. spall, - z progress. 44 inchrock %40 - 70% Y passing; w ¢ LL O 2-AInch rock/30-40%pasmiigand k, z N 9. The aonhactor slWl prosddethe Gty of Renton WRIT an as-built drawing of thesenifary. lass; than 2 btdtrods, / iD- 2095 passing, o Sewer system, whkh:has hean.SoMped atul - - or licensed professional"" m a licensed profesauai-em)Ineer z m m m - 24. All building doalspouts and foadng d2lnsshaA'be connected to Ure storm drainage== m o rc sYsFern, unlessapRrwed by the'[Ry plan reVkweror Surface-Water Utility Stx:Uon. z Y•i z i<i w ,„ 10.9arJdiA sltaA be' An accurately dimensioned, cetttRed as-buiR kkawity of Utis drainage-sYstemwtll'6e: 0 0 0 "' o: n a n Placed equality on both sides of tiNe pipe In layers with a loose. average; deptlt of 6 btdtes, m0XIMUM depth of 8 tnches, tt O ghty tamping each layer to 95 - submi* to 1he.Qty upon completion. percent:W maximum Eettsity: These mmpactedlayprs must extend"for ohe pipe 22 Dreitunge outl�s (sUlbouls) shat be plovWedfor each Individual coq except'fw Page 1 of 1, Q a a a m m a z a --- diametet on eadi tide of the pipe orbothesideof the thandt.. Matartels to complete the thoselots approved for Inflltratlom by U e Qty. Shdrotas shalhcartfarm D lira N fill ever pipe shall be,the same as ciesalbed. fdbwl_ng: 11, Open utroad.ppsstflgs fpr utility trenchesorr efdsUrg traveledr a. Each outlet shallhe suRa6ly latated-at the knrest el�atlon:on the loo:sa:as to. < W 0 Z N M V V) t0 n e oath, y shall be sev`iceall future':roddownspouts and footing drains, driveways, Yam drafts, :r backfilled with pushed rock andmedrankally oompacted unless O#Wvgse approvvxl by Ys, Project /: t 3245 Store and any other surface or subsurface dtalnsnecessary to render the lots sulbble /m45s a 12- Dattel forMertial Controtshall bel4orth Amentote Verbal Datum 1986 Meters, and for athelr inhendad "Ise, €act outlet shall fiave free-flowing, Resittvedraklage to Designed By cur N HorizoritalControl shall WAlortitArnerlan Datum 1963/1991 Metersunlesa Otherwise - - art approved stotmwater conveyance system or to an appJoved putfafl location., Drpwn BY RDC \ approtretl by the C'dyof Renton Kubik Wories oelmrbnent. Rell etta benchmark and � elevadonsare.7roted on'the plans. b. Outlets on each krtshall be located with a'five-f0*high, 2" x P stake marked cru>eked dH "storm° or =drain=. The stub-out "I ip;wKi:a6peve surface;level, be.visible, and' �` E 13. Ail disturbed areas'shall beseeded and muldted or othlaly sestabll�l'to.the beseiuredfatnesfake. Dote: 9.7.2012 saftsfact m of lite Departmisi t for the pneventton of on ache erosion`after tike F°tnpleU9P Scale: o ofcotfstruction, c, Papa rrtatedal snap conform tp�.urtderdrein spedflatlotis'desaihed In Qtapter 4 of` s sho theSurfaee"Water Design Manual and, fl non-metallic, the pipe shall be placed In Disk File: rn 14. All pipe and appurtenances shag be hild,on a pro perly prepared fotmdatim°Irt a trends wlltt a tracing wire alzove Or atheracceptable detection. 13 7-D7 4.dw accordance With tiestmlderthrand spedifikationsofI the Qty of REnton d. PArdta.drainageeasements are required for'drai" o ridge systems designed IQ Plannitg/Bullding/PubikWada Oeparttnerd wtd the latest edition of theWSDOTlAP.WA.: com�eyflows through individual lots. o I 8 O Standards and.SpBdflCatlOf14 as approved aM madifled try the (7ty df RenK}Rin the 431 RAINIER AVENUE SOUTH o Rerrton.SWrKiadPlans&Spedfiwdons. ThissnallirNiude.r aryleveling#the e, TheaPPIK01 /contractor IS responsible for coordinating the :ipratfo�ofall :stub- RENTON, WA 98057 ? a a.r= D trerldl t o10Dm w tttetbp lairthe fuundatlm mateUal as.wdl as placemetrt,>rtd o rt corweyar oe Ilneswith respect to otlma'uttlltiea04. power, gas, teleplwne,, CITY OF RENTON N N compaction,of regtdred beddilg tlratedal, M uri'dorm grede so that the entire Iwtggtthh of - telexLston): - y ti ; . Z Ute pipewglbe supported m a uniformly dense, unytetdirg,tiase. t bedding shallbe: Approved by: Date: CONSTRUCTION NOTES pea gr4vaaIrtdle3above,and.beWwthe.pilre.. f. AllIdMdual:stutrouts.shallDe:PtWatalYowpedand�mairi4ittpdbytltektt.home: _ ofvner FRED MEYER e 0 I5. Santtarysewe pipe shall be pdyt nW chlo ide (P.VC)"rubbergasketed ASTM D3034 Approved by: Date: FUELING FACLrrY SDR 35„or ductile iron days 50, unless otlnerWiie approved byithe wastewater Utility,. 9• Storm dreinage'pipe systems shag dr penetrate aces, provided theL , MP' PUfor Permit No. U 13001730 N sump pump discharge used to drain crack spaces, provkied the sump pump R=3 131 5 -system indudestiaddlpw preyetbn ofa ohekk valve.. - Drawing No.:16.In unimproved arms, tnaNrokto etend minimum 6 indtre and maximum 1-2'iridtesApproved by: Date: e o above finished gladeor must havemjnldium V diameter CGrfoete dng.poured a grade.< „o m paved area, mVer must slope to all dtre[yimgtn match paving; Approved by: Date: C10of 10 f',\ (3 , /`_ -Z,% 2,--) PA ss O O, y\ � 'F`ss' TYP P / " 15 PA O �V%\, \off\ O ° cPNOP`l ' 11 PA PLAZA LAYOUT PLAN \; \ s♦ =20'-WCONSTRUCTION LEGEND at. 0 10 20 40 SYMBOL ITEM CONSTRUCTION CALLOUTS e EXISTING PLANTING AREA <D - EXISTING STREET PAVING SEE CIVIL PLANS \ .''J EXISTING DRIVE —SEE CIVIL PLANS PA PLANTING AREA O EXISTING CONCRETE CURB — SEE CIVIL PLANS 1 . EXISTING CONCRETE PAVING — SEE CIVIL PLANS CONCRETE PAVING O5 EXISTING ASPHALT PAVING - SEE CML PLANS NATURAL COLOR MEDIUM BROOM FINISH 2 FOOT CONTROL JOINTS BOTH DIRECTIONS O EXISTING FRED MEYER SIGN .�.a`,;.:.'1` •; \ SEE CML PLANS PA `4'. 'a ` <D PROPOSED ASPHALT PAVING - SEE CIVIL PLANS EJ IXPASLON JOINT O PROPOSED CONCRETE CURB - SEE CIVIL PLANS '. \ `�m 9♦ Qs OPEN CONTROL JOINT to PROPOSED CURB RAMP - SEE CIVIL PLANS �7, \ 11 PROPOSED CONCRETE SIDEWALK — SEE CIVIL PLANS / 9 `;'' •' "`\", \ 2 '. + (3 LIARD�> LIGHTED t2 PROPOSED PLAZA CONCRETE PAVING — SEE CIVIL PLANS -- ` • 13 BOLLARD—LIGHT : LED LIGHTED BOLLARD SERIES, MODEL B-4-5A2—L 6'06' q„ ® BENCH O (3 TOTAL) CAST IN PLACE WITH CONCRETE FOOTINGS, STANDARD COLOR BLACK, MANUFACTURED BY FAIR WEATHER SITE FURNISHINGS &ACCESSORIES ,.•`;\;�;;,b 1-800-323-1798 DENOTES ALIGN WITH INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS METAL BENCH: PLAZA SERIES, MODEL PL -2 WITH CENTER ARM, 6' LENGTH, ` !1 DENOTES FLUSH WITH IN—GROUND MOUNTED WITH CONCRETE FOOTINGS, STANDARD COLOR BLACK, MANUFACTURED BY FAIR WEATHER SITE FURNISHINGS & ACCESSORIES 1-800-323-1798 Qi\ EXISTING TREE INSTALL PER MANUFACTURER'S WRITTEN SPECIFICATIONS TO REMAIN, SAVE, AND PROTECT 16 Q RADIUS POINT FOR PAVING LAYOUT \PA \ 0012 0 t2 t2 0 N N4 N 6 \J • ``�` \ NOCVN a'0 \ ,b n lD a \ 0000 m N N N ° \ GENERAL CONSTRUCTION NOTES O�`n Nmwo 1. CONTRACTOR TO OBTAIN ALL NECESSARY ANY/OR REQUIRED PERMITS AND 11. ALL CONSTRUCTION AND WORKMANSHIP TO CONFORM TO THE LATEST UNIFORM lwlw PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK BUILDING CODE. V ` INDICATED ON PLANS. T �l 12. THESE NOTES TO BE USED IN CONJUNCTION WITH THE PLANS AND ANY 2. DETERMINATION OF "EQUAL` SUBSTITUTIONS TO BE MADE ONLY BY THE DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE co' ARCHITECT PRIOR TO THE START OF ANY WORK. o � \ LANDSCAPE ARCHITECT AND OWNER. /�V' O O PA 13. CONTRACTOR TO VERIFY AND CHECK ALL DIMENSIONS, FRAMING CONDITIONS, ` 3. ALL DIMENSIONS ARE TAKEN FROM BACK OF CURB, OR EDGE OF PAVING, AND THE CONDITION OF THE SITE PRIOR TO COMMENCING WITH WORK. THE UNLESS OTHERWISE NOTED ON THE PLAN. THE DIMENSIONS ARE SHOWN FOR APPROXIMATE LINE AND ALL RADII AND CURVES ARE TO HAVE LANDSCAPE ARCHITECT IS TO BE NOTIFIEDIMMEDIATELYIF ANY DISCREPANCIES c CONTINUOUS AND SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES OR BENDS. OR DEFICIENCIES. 1 I a\ •' ' \ 14. CONDITIONS NOT SPECIFICALLY SHOWN ARE TO BE CONSTRUCTED SIMILAR TO THE O .... 4. ALL FORMS AND ALIGNMENT OF PAVING TO BE REVIEWED AND APPROVED BY DETAILS FOR THE RESPECTIVE MATERIALS. O ik% ?Tis>`\ ` THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO POURING. PROVIDE A CJ \ MINIMUM OF 48 HOURS NOTICE. TYP. \;5;, ` 15. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED PRODUCT. ALL �': ?: BRACING, TEMPORARY SUPPORTS, SHORING, ETC. IS THE SOLE RESPONSIBILITY 14 �� .. 5. CONTRACTOR TO BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH ALL OTHER TRADES AND GENERAL CONTRACTOR. OF THE CONTRACTOR. OBSERVATION VISITS TO THE JOB SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE INSPECTION OF CONSTRUCTION 5. ALL MATERIALS TO BE NEW UNLESS OTHERWISE NOTED ON PLANS. METHODS AND SAFETY CONDITIONS OF THE WORK SITE. // 6. FOR SITE GRADING SEE CML ENGINEER'S PLANS. 16. DESIGN, MATERIALS, EQUIPMENT, AND PRODUCTS OTHER THAN THOSE DESCRIBED m Comm PA _ ( . �? .;a`„ \\ ON THE PLANS OR IN THE NOTES MAY BE CONSIDERED FOR USE, PROVIDED M M in i4 7. SUB -GRADE UNDER FLAT WORK TO BE COMPACTED TO 959. PRIOR APPROVAL HAS BEEN OBTAINED FROM THE LANDSCAPE ARCHITECT, OWNER, w w w I AND APPLICABLE GOVERNING AUTHORITY. ¢ W m m m B. CROSS PITCH ALL FLAT WORK 29 AWAY FROM THE SEAT WALLS. w 18 1 17. LOCATE ALL EXPANSION, CONTROL, AND SCORING JOINTS AS NOTED ON THE LAYOUT m a a a P \ 9. CONTRACTOR TO VERIFY- LOCATION OF ALL UTILTIIES PRIOR TO CONSTRUCTION PLAN' AND BE LIABLE FOR ALL DAMAGES INCURRED. 18. ALL SANDBLASTING TO BE COMPLETE PRIOR TO THE PLACEMENT OF ANY TOPSOIL 10. CONTRACTOR TO COORDINATE ALL SLEEVE LOCATIONS AND INSTALLATION AS AND INSTALLATION OF ANY PLANT MATERIAL. NOTED ON THE PLANS. INSTALL ALL SLEEVING PRIOR TO ANY PAVING. G R-313126 ay2 Z a� C �s HA&��Z z n i y01� r e• G<r140 ENGVA 18215 72ND AVENUE SOUTH KEN. WA 98032 (425)251-6222 (425)251-8782 FAX UV1. F1X.NMWl LAW KNRA O. SURVEYING. D&WON"AL SEMM i • T GQ a« EN O • Uy NO (TNmrN o goo Y yr�nr� �n N ,n>c" -Comso H soak.. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: ay2 Z a� C �s HA&��Z z n i y01� r e• G<r140 ENGVA 18215 72ND AVENUE SOUTH KEN. WA 98032 (425)251-6222 (425)251-8782 FAX UV1. F1X.NMWl LAW KNRA O. SURVEYING. D&WON"AL SEMM i • T GQ a« EN O • Uy NO (TNmrN o goo Y yr�nr� �n N ,n>c" -Comso H soak.. cn M < < < < O y+ Z v r �D MCC O ► 3 v' N N N N N cn «�y N CR c 1 W m M m z w m x O E `� x o rc cn l J m d O _ 3 8 � a O y+ Z v r �D MCC O ► 3 v' ani � cn «�y > c 1 W m M m z w m x O E `� x o rc N w 0 Z y FOF C W °d � 8 d v N M Project /: 13245 Store /00459 vi Designed By. CMT v 0 Drawn By. ROC n Checked By. JH N o Date: 9.7.2012 Scale: 1-20-0• Disk File: 13245-LI-2.dw o Model: 3 v N Address: 431 RAINIER AVENUE SOUTH � RENTON. WA 98057 t2 PLAZA L PI'1L1'♦ LAYOUT PLAN FRED MEYER a FUELN@ FACLRY Permit No. U13001730 M L1 of 6 it l J m d O _ 3 8 � a O y+ O v r �D MCC O ► 3 v' ani � «�y c °z m M it y 8 l J m d O _ 3 � a O y+ rn ' m D r �D ' O ► y 8 O OpV S PLAZA DETAILS 1/4' FINISH SURFACE �— SELF LEVELING SEALANT TO MATCH PAVEMENT COLOR SPRE EE MOL ED ITUMINOU SEXPANSION JOINT PLANCONCRETE PAVING - MEDIUM SANDBLASTED FINISH REINFORCING - SEE CML PLANS < SEE CML PLANS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL, AND SUB -GRADE ... . __<.. PREPARATION COMPACT SUB -GRADE 95% EXPANSION JOINT DOWELING SEE BELOW FINISH SURFACE CONTROL JOINT - SEE PLAN FOR LOCATIONS SPACING AS SHOWN ON PLANS 1/8" REINFORCING - SEE CML PLANS CONCRETE PAVING - MEDIUM SANDBLASTED ¢¢ FINISH N J SEE CIVIL PLANS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE -Y;�: MATERWL, AND SUB -GRADE PREPARATION 'II.�II III — COMPACT SUB -GRADE 95% CONTROL JOINT FINISH SURFACE SCORE JOINT - SEE PLAN FOR LOCATIONS REINFORCING - SEE CML PLANS .CONCRETE PAVING - MEDIUM SANDBLASTED FINISH N SEE CML PLANS FOR ADDITIONAL INFORMATION ON ...: CONCRETE PAVING, BASE MATERIAL, AND SUB -GRADE V _ PREPARATION III COMPACT SUB -GRADE 95% SCORE JOINT 1 - EXPANSION, CONTROL, SCORE JOINT DETAILS NOT TO SCALE — FINISH SURFACE — CONCRETE PAVING - MEDIUM SANDBLASTED FINISH — EXPANSION JOINT - SEE DETAIL ABOVE — REINFORCING - SEE CML PLANS 1 SEE CML DRAWINGS FOR ADDITIONAL INFORMATION ON CONCRETE PAVING, BASE MATERIAL AND SUB -GRADE PREPARATION COMPACT SUB -GRADE 95% 1/2" X 24" STEEL DOWEL GREASE ONE END. 24' O.C.AND 6" FROM EDGE OF PAVING. AT EXISTING PAVING PRE -DRILL EXISTING PAVING FOR GREASED END OF DOWEL 2 - EXPANSION JOINT DOWELLING DETAIL NOT TO SCALE R-313121 mP-GHA&0�Z O O Z ? S 6• G`r/NG ENG%X% Q 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNL ENGIIDtNG. LAND PIAte&lG. CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: _Nna in z 0 co Li Of m m m N r] 03" TMMS Z I � N E Q N D z 0 a N N N Nci mN N iM x Ha N NNNN M I� wj m ' I N I a I -: -: m m m QW W W masa N Drawn By: - ,d r O iA �Y m W U Z O OOOOI o Il C O O O O CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: _Nna in z 0 co Li Of m m m N r] 03" TMMS Z I � N E Q N D z 0 a m mN iM x Ha N JJ M xmm COMM Project /: 13245 Store j00459 W =N = w ' www 0 2 o m m m QW W W masa CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: _Nna in z 0 co Li Of a r] 03" O Z I � N E Q a 431 RAINIER AVENUE SOUTH RENTON, WA 913057 PLAZA DETALS FRED MEYER FUELING FACLITY Permit No. U13001730 L2 of 6 � 13: I2-3'7'37 27 SI r] 03" O Z I � N E dao D z Nz a m mN iM x U N JJ n Project /: 13245 Store j00459 di yC1 CAR 0 2 o W 0 3 N Drawn By: RDC n O iA �Y m W U Z O JH o Il C W a. d U d o 431 RAINIER AVENUE SOUTH RENTON, WA 913057 PLAZA DETALS FRED MEYER FUELING FACLITY Permit No. U13001730 L2 of 6 � 13: I2-3'7'37 27 SI r] 03" O Z I � N C dao D Nz a m mN iM x N agz n Project /: 13245 Store j00459 di Designed By. CAR < 0 3 N Drawn By: RDC n m Checked By: JH o Date: 9.7.2012 E Scale: N/A Disk Ffle: 11aas-1l-P,a.,.. 431 RAINIER AVENUE SOUTH RENTON, WA 913057 PLAZA DETALS FRED MEYER FUELING FACLITY Permit No. U13001730 L2 of 6 � 13: I2-3'7'37 27 SI r] 03" O Z I � C dao D Nz m mN iM x I � 8 8 O I � O dao D mN x Z agz 3 Nz m I In 8 O I � � dao D $mN LANDSCAPE PLANTING PLAN `i I' ���o�oom�ooa00000000�o� :• � ���i IQs �' • �� • \�' \ 1�{ 51 ` VERTICALTYPICAL LANDSCAPE PLANT MATERIAL LEGEND SIZE SYMBOL BOTANICAL COMMON NAMES CONDITION SPACING QUANTITY REMARKS STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, COORDINATE WITH FILTERA SYSTEM CONTACTOR STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN, SAVE, AND PROTECT FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM HOLD 12" FROM BORDERS n n n n 0000 NNNN HOLD 12" FROM BORDERS, IN RANDOM N No GROUPING OF 4 TO 5 PLANTS ai n TO REMAIN, SAVE, AND PROTECT CITY OF RENTON Approved by: Date: Approved by: Date: R 313 7 2 8 Approved by: Date: Approved by: Date: TREES: 91 Nwww a wwww ACER RUBURM 'BOWHALL' / 2° CAL AS SHOWN 7 N BOWHALL RED MAPLE B & 8 0 al CES OCCIDE/ 1" CAL AS SHOWN 2 N WESTERN REDBUDBUD B & B N e mmm ZELKOVA SERRATA 'MUSASHINO' / 2° CAL AS SHOWN 5 miss SAWTOOTH ZELKOVA B & B �Nna ° EXISTING TREE', o 19 s SHRUBS: °= m !T BERBERIS GLADWYNENSIS 'WILLIAM PENN' 21° - 24" 4' O.C. 82 SCJ WILLIAM PENN BARBERRY 0 CALAMAGROSTIS ACUTIFLORA 'KARL FOERSTER' / 2 GALLON 1.5' O.C. 162 KARL FOERSTER REED GRASS X ERICA CINEREA 'C.D. EASON' / 2 GALLON 2' O.C. 107 ® BELL HEATHER. OJ 0 PRUNUS LAUROCERASUS 'MOUNT VERNON' % 2 GALLON 2' O.C. 214 MOUNT VERNON LAUREL �///a 0 PRUNUS LAUROCERASUS 'OTTO LUYKEN' / 21" - 24" 4' O.C. 85 N OTTO LUYKEN LAUREL Z GROUNDCOVERS: O > CHILOENSIS / 4" POT 12" O.C. AS REQ'D ®FRAGRARIA BEACH STRAWBERRY GERANIUM 'ROZANNE' / 25% ROZANNE GERANIUM 4" POT 12" O.C. AS REWD FRAGRARIA CHILOENSIS / 75% BEACH STRAWBERRY. EXISTINGDS LAN CAPE STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, COORDINATE WITH FILTERA SYSTEM CONTACTOR STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAIN, SAVE, AND PROTECT FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY FULL AND BUSHY FULL AND BUSHY, MATCHED HEIGHT AND FORM FULL AND BUSHY, MATCHED HEIGHT AND FORM HOLD 12" FROM BORDERS n n n n 0000 NNNN HOLD 12" FROM BORDERS, IN RANDOM N No GROUPING OF 4 TO 5 PLANTS ai n TO REMAIN, SAVE, AND PROTECT CITY OF RENTON Approved by: Date: Approved by: Date: R 313 7 2 8 Approved by: Date: Approved by: Date: mP�GHq&��Z O U Z� ? P4f' `<TtNG E1 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNLL FNGNEERM, LAND PIAWIING. suiw 'Y10, 1MVH10 AKWAL SWAM v i O • W1ll 1- T ZZZ ca Ill O J s= N j O -g LL -2 • vO1io _ 9NNN O �OrN 1 O EDM Y WUMOjO Ill N,nic� l¢L A- .— oaLL ooc56 91 Nwww a wwww r Z $ons N hoc 0 al TeeeeJ C 2 N N N HM N e mmm w » � �n rn miss masa �Nna mP�GHq&��Z O U Z� ? P4f' `<TtNG E1 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNLL FNGNEERM, LAND PIAWIING. suiw 'Y10, 1MVH10 AKWAL SWAM v i O • W1ll 1- T ZZZ ca Ill O J s= N j O -g LL -2 • vO1io _ 9NNN O �OrN 1 O EDM Y WUMOjO Ill N,nic� l¢L A- .— oaLL In 91 $=z a O Z $ons W3 —{ hoc 3 al N C >i C 2 N N N N N cn W �n V z C o s s s °= m z I z O In 91 $=z a O Z $ons W3 —{ hoc 3 al N C >i C 2 D m 0 M cn W �n V z C Ll_l °= m z I z O W X OJ W Z N W Z O > > O z n m n m rn a Project it 13245 Stole jMH59 V N p� Designed By: GMT It Drown By. RDC N � Checked By. JH N � Date: 9.7.2012 rn E E Scale: 1'=20-0' Disk File: 13245-L3-4,dw o Model: rn 3 a Address: 431 RAINIER AVENUE SOUTH WA 981157 ,n �RENTONN,, �� LANDSCAPE / PLANTM FRED PLAN MEYER s FUELNG FACLl1Y 0 Permit No. U13001730 M Drawing No.: m 0 L3 of 6 n a a /fr3.• 2-'��3�a8 _ 91 $=z a O z $ons W3 —{ hoc 3 al N C >i C 2 D m 0 M va' W �n V I y a O 0 $ons W3 —{ hoc al N C >i C iI D W 0 z va' W jnz V z C °= m z M I � y a O R� W3 —{ hoc al N C >i O iI D W 0 n�9• W V I � 8 O hoc icy n�9• L LANDSCAPE PLANTING NOTES AND MATERIALS BOOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLEINTHE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM. THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE = DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. - 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE: "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL. SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "1'" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. .NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE. PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CRY FOR APPROVAL. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL:- CONTRACTOR OPSOILCONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULITNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS LISTED IN "C C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30 -POUNDS NITROFORM (38-0-0) _ 3. 5 -POUNDS AMMONIUM SULFATE 4. 40 -POUNDS CALCIUM CARBONATE LIMESTONE 5. 40 -POUNDS DOLOMITE LIMESTONE 6. 5 -DUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. LANDSCAPE PLANTING NOTES AND DETAILS D) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3 -POUNDS NITROFORM (38-0-0) 4. 1 -POUNDS AMMONIUM SULFATE 5. 2 -POUNDS CALCIUM CARBONATE LIMESTONE 6. 2 -POUNDS DOLOMITE LIMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE.. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH LIFT IN ALL PARKING LOT ISLANDS, .FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE -HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. ANTI -DESICCANT: "WILT -PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS; WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES/SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL ((22) LODDGEEPOpLRE RTAAKKEESS, GPLU BLEAT N FIGURE HAJN; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING AND — 3" DEEP bIULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10 FINISH GRADE PREPARE PLANTING ffl) PER SPECS; AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH OF ROOTSALL AND 2 TIMES BALL DIA. REMOVE ALL WRAP- TIES ND CONTA�TIERS SCORE ROOTBALL AN RK ERRP SDIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED - MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" TREE PLANTING/STAKING DETAIL OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN.-___ SOIL LINE: IN MULCH, 1 1" - IN LAWN SUBGRADE REMOVE EXCESS GRAVE AND PAVING L COARSE TRANSITION FROM TOPSOIL— TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWI 1/2" ABOVE GRADE 1" ABOVE GRADE - NOTE: 1, REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PLANT SPACING. L= THAN t GALLON CONTAHM 1 GALLON OONTAlHR end LARGER ( PLANTED B MULCH) ( PLANTED BEFORE MULCH ) OROUNDCOVER PLANTING DETAIL NOT TO SCALE TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW HOLD PLANTS FROM POINTS & 10' SPACING EDGE OF PLANTER AS NOTED ON MAXIMUM PLANT LIST PAVING (SEE w . CIVIL PLANS) a . BED LINE EDGE---,� ' 12" MAX. LIP CURB/WALK \ GRADING a PARKING LOT PLANTERS DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE 2" MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. PLANT MATERIAL SP NOT TO SCALE R-313129 HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: LLL M M M M m m 0000 a " O P 3 N N N N Checked By. � �mmm N O O W W W m o_ao. mnad 000gi' Disk File: N N N N N M < �d $d oda SPACING AS CALLEDn w v, w OUT ON PLAN/PLAN'*$d LIST N HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: LLL Cwr ; m m RDC ' a " O P 3 Z z Checked By. cow �mmm N O W W W m o_ao. N/A 1 Disk File: O N M < r M le— a J_ N N N MD W 6F rI V/ N Q (n z O (n L LJ mP�GHA�j��Z O U y� a G`T/NG ENG\N�4 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX i IL T CQ 0 1Z N Um uO1i o a 0 io2gn;n i m O mOo Y wUnn n �NGOX omco z n m n m m Project /: 13245 Store JDD459 Designed By: Cwr ; Drawn By. RDC ' a " O P 3 Z z Checked By. z o Date: 9.7.2012 W N/A 1 Disk File: 13245-L3-4.dwo ' O m M CC G a N N N N N 6F z N _az O^ O t2 Z ON N O O z O O FL ¢ Z CS W o m m N a t o F _ S ac i ¢ a c0i i d SQ Sd �d �d z n m n m m Project /: 13245 Store JDD459 Designed By: Cwr ; Drawn By. RDC ' a " O P 3 Z z Checked By. z o Date: 9.7.2012 W N/A 1 Disk File: 13245-L3-4.dwo ' O m M CC G a em Z eg• z Z � _az U Z � z m FL ¢ Z CS W o m m N a t o F _ ac oa ¢ a c0i z n m n m m Project /: 13245 Store JDD459 Designed By: Cwr ; Drawn By. RDC ' a " O P 3 Z z Checked By. JH ; Date: 9.7.2012 Scale: N/A 1 Disk File: 13245-L3-4.dwo ' ::CI16 431 RAINIER AVENUE SOUTH - RMTON, WA 98057 LANDSCAPE PLANTNO NOTES AND DETALS FRED MEYER FUELING FACLITY Permit No. U13001730 bowing No.: ' L4 of 6 IL ^8g! iZ_73,73-)a9 I g -a 'M 1.1z z a " O P 3 Z z t p p a n ' O �Nz W� O m M CC G a em I g -a 'M 8 a " O P 3 t p p a n ' O �N D W� O e C CC G em Z eg• Z � _az Z m M n i I -a 'M a " O P 3 t p o a v 18 3 m� ' O �N D W� O W Rv. i I t p v 18 3 m� a Rv. Z \'" P.O.C. AT 3/4" IRRI N i WATER M SEE/ CML S ✓' �. S ° 4n�.'' l b LANDSCAPE IRRIGATION PLAN a ' .4ki 3 q' .,•NU 2 11.0 10.3 5 9.2 r° ® MOUNT CO OLLER ON TERIOR 1 \O WALL INPUT: 17VAC +/ 10%, 60 Hz. OUTPUT: 26.5 AC, 1.5 A OCATION 1 3.7 PER ELECTRICA PLANS, AS DESIGNATED. INSTALL 2"DIA C CONDU FOR 24 ELECTRICAL WIRI FROM THE - N CONTROLLER TO DSCAPE PAINT ® CONDUIT TO MATC BUILDING C LOR. \ MOUNT RAIN SEN R ON WEA ER EXPOSED PORTION F THE CAN PY. \ a \ \O ( INSTALL PER MANU CTURER'S \ / WRITTEN INSTRU NS. 0 v owoo n \ 1"-20'_Ow 0 10 20 40 3 \ \ s�d \ \ \ L' ELD ADJUST MAI NE `^:•;,;\ D LATERAL LINE \ a\a ID CONFLICT EXISTING VAULT w ip �• , �` gyp\\ \ O \ •'4' / / \1*... N vN 3 A P/ 1 3�A 6 g 1 ^ 10.0VT 0 LANDSCAPE IRRIGATION LEGEND SPRINKLER HEADS: RAINBIRD 100 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX - - Pi RAINBIRD WR2-RC WIRELESS RAIN SENSOR COMBO, MOUNT ON CANOPY, COORDINATE LOCATION WITH OWNER, a ARCHITECT, AND GENERAL CONTRACTOR PRIOR TO INSTALLATION- < RAINBIRD ESP8LXME 8 STATION CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER z RAINBIRD 18012 -SAM -PRS POP-UP FOR SPRAY HEADS yam ARCHITECT, AND GENERAL/ELECTRICAL CONTRACTORS PRIOR TO INSTALLATION O RAINBIRD 33 -DRC 3/4" QUICK COUPUNG VALVE, IN VALVE BOX, PROVIDE (2) KEYS AND SWIVELS ►� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX SYMBOL NOZZLE WILKINS 950 XLT- 3/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER, P.O.C. ® PSI GPM WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE O PRECIP. RADIUS •. O O COO RAINBIRD 5 F, H, T, 0 SERIES 30 0.41, 0.20, 0.13, 0.10 1.83 5' 'OZ'S NO T3 RAINBIRD 8 F, H. T. 0 SERIES 30 1.05, 0.52, 0.35, 0.26 1.83 8' 0 ®®® ® O RAINBIRD 10 F. H, T, 0 SERIES 30 1.58, 0.79, 0.53, 0.39 1.75 10' C 11 RAINBIRD 15 SST, EST SERIES 30 1.21, 0.61 XZ - 4'x30'/15' 4* RAINBIRD 100 PEB REMOTE CONTROL VALVE, IN VALVE BOX, ONE VALVE PER BOX - - Pi RAINBIRD WR2-RC WIRELESS RAIN SENSOR COMBO, MOUNT ON CANOPY, COORDINATE LOCATION WITH OWNER, a ARCHITECT, AND GENERAL CONTRACTOR PRIOR TO INSTALLATION- < RAINBIRD ESP8LXME 8 STATION CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER z MANUFACTURER'S WRITTEN SPECIFICATIONS, LOCATE IN KIOSK, COORDINATE LOCATION AND ELECTRICAL WITH OWNER, yam ARCHITECT, AND GENERAL/ELECTRICAL CONTRACTORS PRIOR TO INSTALLATION O RAINBIRD 33 -DRC 3/4" QUICK COUPUNG VALVE, IN VALVE BOX, PROVIDE (2) KEYS AND SWIVELS ►� PLASTIC BALL VALVE, MATCH LINE SIZE, IN VALVE BOX a Z WILKINS 950 XLT- 3/4" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER, P.O.C. ® PER CITY OF RENTON STANDARD INSTALLATION DETAIL SEE SHEET L-6 N WILKINS 850 - BALL VALVE, SIZE TO MATCH PIPE O CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK UD -•-•-•-•-•-•-•-•- MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN, 1" SIZE MINIMUM K LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN, 3/4" SIZE MINIMUM SLEEVE - CLASS 160 (SDR -26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS, TWICE THE SIZE OF INSERT PIPE AND/OR WIRES, 4" SIZE MINIMUM M M M TYPICAL VALVE CALL -OUT STATION NUMBER mmm Qx-:- VALVE GPM �VALVE VALVE SIZE EXISTING LANDSCAPE AND IRRIGATION TO REMAIN, SAVE, AND PROTECT O EXISTING TREE TO REMAIN, SAVE, AND PROTECT IRRIGATION SHOWN DIAGRAMATICALLY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN LANDSCAPE; MANIFOLD GROUPED VALVES IN ADJACENT SHRUB AREAS WHERE FEASIBLE. CTTY OF RENTON Approved by: Date: Approved by: R=373730 Approved by: Approved by: Date: Date: Date: - 14A& Z� 2 Qom. G<r7HG ENCa01�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX am 04GIM33M LAND PLAl#M WC SURVEYING. StWI IMEINTAL S8k%M L FU Z C-4 J tM O U • Wry i � W N O � Y c t2!;2 ' M a N N N N a N O N � � ,6r`wm 000a z E yam NNN41 T c � r A g a Z N N N N O N �n K U UUUO C M M M mmm O O t - mgt a O N M V Date: Date: Date: - 14A& Z� 2 Qom. G<r7HG ENCa01�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX am 04GIM33M LAND PLAl#M WC SURVEYING. StWI IMEINTAL S8k%M L FU Z C-4 J tM O U • Wry i � W N O � Y c U) Z O (n LJJ Of M a a a < � � z E yam a -P@ c � r A g a Z yW F N N N N N �n K U UUUO C 'm N O O t - M O O W XZ U) Z O (n LJJ Of -� ---- 431 RAINIER AVENUE SOUTH RENTON, WA 98057 LArDWAPE NRT10N PLAN FRED MEYER FUELING FACLRY Permit No. U13001730 L5 of 6 ^ 2 : 2 - -3 -7'3'7 3 Cn e a m � el - 3 W � � z E yam a -P@ c � r A g a Z W Y Ivz CD m �n K U UUUO C 'm z t - M m y W XZ a Im' II v c w a a U O N a Project: 13245 Store {00459 < Deaigned By. CMT e Drawn B)n RDC N Checked By: JH � Date: 9.7.2012 d E Scale: 1'=20'-0' i Disk File: 13Pd5-I S -c a... -� ---- 431 RAINIER AVENUE SOUTH RENTON, WA 98057 LArDWAPE NRT10N PLAN FRED MEYER FUELING FACLRY Permit No. U13001730 L5 of 6 ^ 2 : 2 - -3 -7'3'7 3 Cn e a m � el - 3 =_ � z Iy mp� yam a -P@ c � r A g � D Ivz CD m �n M I I a m el - 3 ai � O Iy mp� yam a -P@ c � r A g � D CD z Ho =R� C 'm z ITT M a m el - 3 ai � yam Io c � r A ' � D CD i S � Io A e CD z PER MANUFACTURER'S SPECIFICATIONS MOUNTING BRACKET RAIN SENSOR SECURE PER MANUFACTURER'S SPECIFICATIONS WALL NOTE: MOUNT ON WEATHER EXPOSED WALL 8' ABOVE GRADE RAINBIRD RAIN SENSOR NOT TO IR LANDSCAPE IRRIGATION NOTES AND DETAILS QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE POP-UP � n a a a' d:' SPRINKLER FLUSH MULCH I = SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL �l NOTE: MANUFACTURER'S .LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION XX PSI. - 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH. GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL EX 90' ELBOWS SCH 40 SxSxT : INLET ONLY) NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE PVC SCH 80 SXT 90' ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE VALVE BOX WITH COVER WATERPROOF ON CUT END TO SPRINKLERS PVC SCH 80 NIPPLE ) 0 O O O(� O� 0 O O O( AND FEMALE ADAPTOR O 0 0`2_J" 00 0 O off PVC SCH 80 UNION 0 O O O O _ PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION.. INSTRUCT OWNER AS TO PROPER OPERATION AND. WINTERIZATION OF THE IRRIGATION SYSTEM. B. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND. BEAR THE U.L. LABEL. N/A z TRENCH CONDRION FINISH GRADE SLEEVE COND91ON VALVE BOX WITH COVER E o 1 )o c m WWW 0 m 0 Z 1 r a DIRECTION OF FLOW. 0 PO�o PAVING SEE o O U N�� J K U CIVIL PLANS M FINISH GRADE ZZ c i PLAN 3"MAX. COMPACTED BACKFILL ° iC QUICK COUPLING VALVE Z M �"P AT 90% DENSITY (TOPSOIL) O Q� CENTER IN BOX 6" AIN. O TO CITY AT 95% DENSITY a J°V 1 C.U. FT. 7/8" GRAVEL W BOXES DRAINING GRAVEL O O ' (STRUCTURAL) ry p N v SUMP o 0 0 ASS2AIBUES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBUSHED BY STATE OF WASHINGTON I DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH. INSTAR AND MAINTAIN THE N y ° ;C MARLEX ELL - TYPICAL 0O 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL o o SLEEVE(S) REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTIUTY ENGINEERING DEPT., ATM: WATER rn N 6" OFFSET O << PVC LATERAL PVC MAINLINE .� m PVC SCH 80 PVC NIPPLE WATER METER. °Vi on 11'a' TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR 0 0 MAROH zorD DEPARTMENT RESIDENTIAL FIRE SPRINKLER VALVE WIRING a Project is 13245 Store /00459 PVC SCH 40 PVC SXSXT TEE a IC m Checked By: JH � ALT. WIRE SLEEVE Data 9.72012 d 8 PIPE BED MATERIAL m a TO BE CLEAN AND FREE OF ROCK '1.. < _ < LARGER THAN 1/2" PVC _ MAINLINE/LATERAL _ QUICK COUPLING VALVE ASSEMBLY NOT TO SCALE POP-UP � n a a a' d:' SPRINKLER FLUSH MULCH I = SPRINKLER PVC SCH 80 NIPPLE PVC LATERAL �l NOTE: MANUFACTURER'S .LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY NOT TO SCALE LANDSCAPE IRRIGATION NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISH GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST/CALCULATION XX PSI. - 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUIVALENT). SET BOXES 2 INCHES HIGHER THAN FINISH. GRADE IN MULCH AREAS AND FLUSH WITH FINISH GRADE IN LAWN AREAS. JUMBO BOX FOR CHECK VALVE, 10" ROUND BOX FOR GATE/QUICK COUPLER/WIRE SPLICES, AND 12" STANDARD FOR CONTROL VALVES. PROVIDE BOX EXTENSIONS AS REQUIRED. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE. 6" CLEAR OF OBSTRUCTION MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE - TYPICAL EX 90' ELBOWS SCH 40 SxSxT : INLET ONLY) NOTE: DIMENSIONS ARE MINIMUM CLEARANCES. ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL TO BE CLASS B" OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE PVC SCH 80 SXT 90' ELBOW WIRE WITH WATERPROOF WIRE CONNECTOR - TYPICAL FINISIH GRADE VALVE BOX WITH COVER WATERPROOF ON CUT END TO SPRINKLERS PVC SCH 80 NIPPLE ) 0 O O O(� O� 0 O O O( AND FEMALE ADAPTOR O 0 0`2_J" 00 0 O off PVC SCH 80 UNION 0 O O O O _ PVC SCH 80 NIPPLE REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP PVC MAINLINE PVC SCH 80 NIPPLE NOTE: ONE VALVE PER BOX. PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX. COMPACT SOIL AROUND VALVE BOX. USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPECS. REMOTE CONTROL VALVE ASSEMBLY NOT TO SCALE 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES TO BE POSITIONED ADJACENT TO PAVEMENT/CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND (3) SETS OF OPERATOR'S MANUALS UPON COMPLETION.. INSTRUCT OWNER AS TO PROPER OPERATION AND. WINTERIZATION OF THE IRRIGATION SYSTEM. B. FAMILIARIZE OWNERS FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. SPRINKLERS ON RISERS WILL NOT BE ALLOWED UNLESS NOTED ON PLANS. 10. RADIUS REDUCTION TO BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES. IN -NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES TO BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUIVALENT. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF TWO (2) SPARE ORANGE CONTROL WIRES FOR JACKETED WIRE. ROUTE SPARE WIRES FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE TO BE WHITE. SINGLE STRAND WIRE TO BE A MINIMUM OF 14 GAUGE. 13. ALL ELECTRICAL EQUIPMENT TO BE U.L. TESTED AND APPROVED, AND. BEAR THE U.L. LABEL. DOUBLE CHECK VALVE ASSEMBLY CITY STANDARD DETAIL NOT TO SCALE 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING iN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETC WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETO ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF. IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. -18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION. UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. MMOD �W=== wwx (V WI_Ct �mmm Om0_0_0_ r _NnQ J_ MD W I R=37373 I. co CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: mP�GHA(i0._tic!e"b 2 OU y�r `7NG ENG01 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNB. ENGINEERING, LING) PLANNING E SURVEMIG. DWRO E14TAL SERVICES ct Z i U Z , Z T Cs =y U O- J t 1^ Oft U • L 1 4t O 0 O � O UU 0 Or O N/A z a v r� a C igrf E _n m WWW 0 m 0 Z 1 r a DIRECTION OF FLOW. W x Z o O U N�� J K U I 6" MIN. M 6"MIN.(TYP.)UNION (TYP.) ZZ c i PLAN 3"MAX. 2i ro z 0 0 s � Z M H 0 6" AIN. O TO CITY Z U a METER STACKED METER SECTION 6" MIN FREE !2:2!2 W BOXES DRAINING GRAVEL N r r NOTES: ry p N v 1. ALL DOUBLE CHECK VALVE ASSEMBLES (DCVA'e) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION o 0 0 ASS2AIBUES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBUSHED BY STATE OF WASHINGTON I DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH. INSTAR AND MAINTAIN THE N y DCVA AND ALL PIPING AND APPURTENANCES MOM ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL .INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTIUTY ENGINEERING DEPT., ATM: WATER rn N UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-470-7241. << m A OCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE m rn rn WATER METER. a PUBLICWORKS a 11'a' TO 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION OR STD. PLAN — "0.8 MAROH zorD DEPARTMENT RESIDENTIAL FIRE SPRINKLER DOUBLE CHECK VALVE ASSEMBLY CITY STANDARD DETAIL NOT TO SCALE 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE TO BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING TO BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT TO BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH A COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR TO INCLUDE TESTING iN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INTIAL INSPECTION. 15. CONTRACTOR TO PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETC WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. LAWN ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY LAWN WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETO ("FIELD RECHARGE") TO BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING TO BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT CONTRACTOR'S OWN EXPENSE. 17. SUBSTITUTION OF. IRRIGATION MATERIAL/EQUIPMENT TO BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. -18. ALL ZONES TO PASS A MINIMUM DISTRIBUTION. UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. MMOD �W=== wwx (V WI_Ct �mmm Om0_0_0_ r _NnQ J_ MD W I R=37373 I. co CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: mP�GHA(i0._tic!e"b 2 OU y�r `7NG ENG01 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CNB. ENGINEERING, LING) PLANNING E SURVEMIG. DWRO E14TAL SERVICES ct Z i U Z , Z T Cs =y U O- J t 1^ Oft U • L 1 4t O 0 O � O UU 0 Or O Scale: N/A n a v c a C igrf E _n m °z m 0 Z M W W Y Z o O U N�� J K U M EEN C ZZ c i N�1 0 0 0 Z Cz 0 IL O W Z U a W ml 3 Z v K IJ I Scale: N/A O 1324S -I 5-6.dtr Model: y a C igrf E _n m °z m 0 Z M W W Y Z o O U N�� J K U M EEN C ZZ LL N�1 Z Cz CO Iij IL O W Z U a W ml 3 Z v K IJ II o a u d z m m n m rn rn a Project is 13245 Store /00459 Designed By. CAR a Dmw By. RDC N m Checked By: JH � n Data 9.72012 d Scale: N/A Disk File: 1324S -I 5-6.dtr Model: Z 431 RAINIER AVENUE SOUTH RENTON. WA 98057 LANDSCAPE FRGATION NOTES AND DETAILS FRED MEYER FUELING FACUTY Permit No. U13001730 L6 of 6 /`fie /z-3 73"7 3 / r a b O $ Z a°o_ C igrf 7 _n m °z m z M Z r a b O 9 T a°o_ DC RED 7 _n w z C e GZ'1 Z o C N�� 3 W M r a �) a3 M C❑ CC G RED 7 w z C —ym o W r D M C❑ CC G RED 7