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Home My WebLink AboutzR-3734 SetW 0 W J M J O F- Z W cc M\ VICINITY MAP SCALE: NTS LEGAL DESCRIPTION SEE SURVEY, SHEET 3, FOR LEGAL DESCRIPTION. BENCHMARK DATA VERTICAL DATUM (NAVD 88) ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL STATION "1920" 3 -INCH BRASS DISC IN CONCRETE WALK, NORTH SIDE OF THE SOUTHERLY DRIVEWAY AND ALL ON THE EAST SIDE OF RAINIER AVENUE SOUTHWEST. ELEVATION = 27.87 FEET (8.494 METERS) BASIS OF BEARINGS HORIZONTAL DATUM (NAD 83/91): BEARINGS ARE BASED ON CITY OF RENTON DATUM USING GPS STATION "60" AND GPS STATION "754." (NORTH 8910'29 "). SURVEY LEGEND REFERENCE SURVEY SHEETS FOR SURVEY LEGEND REQUIRED PERMITS AGENCY CONTACTS PLANNING DEPARTMENT RENTON CITY HALL PLANNING & COMMUNITY DEVELOPMENT 1055 S. GRADY WAY RENTON, WA 98057 (425) 430 -7219 CONTACT. ROCALE TIMMONS BUILDING DEPARTMENT RENTON CITY HALL BUILDING CODE OFFICIAL 1055 S. GRADY WAY RENTON, WA 98057 (425) 430 -6400 CONTACT: CRAIG BURNELL PUBLIC WORKS RENTON CITY HALL PUBLIC WORKS DEPARTMENT 1055 S. GRADY WAY RENTON, WA 98057 (425) 430 -7299 CONTACT: KAYREN KITTRICK PERMIT REQUIRED ISSUING JURISDICTION SUBMITTAL PROJECTED PERMIT AR ACTUAL D T ME CONSTRUCTION PERMIT CITY OF RENTON 10/17/12 CITY OF RENTON Approved by. Date Approved by. Date Approved by. Date Approved by. Dote 4/1/13 BUILDING/TENANT IMP. PERMIT CITY OF RENTON 12/4/12 KENT, WA 98032 4/1/13 NPDES PERMIT WASHINGTON STATE DOE 12/26/12 -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER THE 2/5/13 (253) GAS COMPANY REQUIREMENTS PH -3.0 PHASE I i CONS iRUC TIOH PLA !. CONTACT: TOM SPAULDING D -T.0 DEMOLITION PLAIN TELEPHONE QWEST WEST - COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO BOX IWALLATON OF UNDERGROUND LINES ARE COMPLETED PRIOR TO lE1fPXOlE COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONE SBB. MEB o,E LOA GROUP ASPHALT OR CRIB PLACEMENT IF NEW CONNECTIONS ARE NECESSARY FROM T CABLES FROM THE PUNT OF CONNECTION IP TO THE BUILDING IF NEW 5/9/14 P.O. BOX 625001 - PROVIDE AND INSTALL 2 -4" SCHEDULE 40 PVC CONDUITS WITH PULL CABLES E NECESSARY. NO. LITTLETON, CO 80162 ROPE% INCLUDING ALL TRENCHING AND BACITUDIG, FROM THE RISER ANY RELOCATION OF EXISTING WILL BE DONE BY THE TELEPHONE Walmart:': STORE #2516 -05 EXPANSION 743 RAINIER AVENUE SOUTH RENTON, WASHINGTON 98057 KING COUNTY UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT UTILITY /GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBIUTY- OTHERS RESPONSIBILITY- GAS PUGET SOUND ENERGY - COORDINATE CONSTRUCH N ACTIVITIES WITH GAS COMPANY TO ENSURE SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING LINE UP TO ON -SITE 8001 S 212TH ST. NSTALLA71ON OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURE AND INCLUDING SETTING OF MEIER WILL BE BY THE GAS COMPANY CITY OF RENTON Approved by. Date Approved by. Date Approved by. Date Approved by. Dote ALTA SURVEY (FOR REFERENCE PLACEMENT 3 OF 4 ALTA SURVEY (FOR REFERENCE KENT, WA 98032 4 OF 4 AS NOTED ONLY) 970 -7284 -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER THE (253) GAS COMPANY REQUIREMENTS PH -3.0 PHASE I i CONS iRUC TIOH PLA !. CONTACT: TOM SPAULDING D -T.0 DEMOLITION PLAIN TELEPHONE QWEST WEST - COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO BOX IWALLATON OF UNDERGROUND LINES ARE COMPLETED PRIOR TO lE1fPXOlE COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONE SBB. MEB o,E LOA GROUP ASPHALT OR CRIB PLACEMENT IF NEW CONNECTIONS ARE NECESSARY FROM T CABLES FROM THE PUNT OF CONNECTION IP TO THE BUILDING IF NEW 5/9/14 P.O. BOX 625001 - PROVIDE AND INSTALL 2 -4" SCHEDULE 40 PVC CONDUITS WITH PULL CABLES E NECESSARY. NO. LITTLETON, CO 80162 ROPE% INCLUDING ALL TRENCHING AND BACITUDIG, FROM THE RISER ANY RELOCATION OF EXISTING WILL BE DONE BY THE TELEPHONE APPR CONTACT: TBD POLE LIP TO THE BOLDING, P NEW ClINN1EC110NS ARE NECESSARY COMPANY. C -1.0 - PROVIDE AND INSTAL. PULL BOXES AS PER TELEPHONE COMPANY -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECIaC COMPANY TO ELECTRIC PUGET SOUND ENERGY ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALS NEEDED 6905 S 228TH ST. ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO TO ESTABLISH PRIMARY OVERHEAD SERVICE FROM PUNT OF GRADING AND DRAINAGE PLAN ASPHALT OR CURB PLACEMENT CONNECTION AT BE DS7ING LINE UP TO THE TRANSFORMER C -3.0 KENT, WA 98032 - PROVIDE AND INSTALL 2-4" SCEWLE 40 PVC CONDUITS WITH PULL C -3.1 UTILITY NOTES (253) 970 -7284 ROPES INCLUDING TRENCHING AND BACIOIWNG, FOR THE UNDERGROUND - ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE FOR AU U -5.0 PORTIONS OF THE PRIMARY FROM THE RISER POE UP TO THE UNDERGROUND LINES UP TO THE TRANSFORMER 1-6.6 CONTACT: NATE LINVILLE TRANSFORMER. SCHEDULE 80 PVC CONDUITS SHALL DE USED ON THE C- -6.1 37CP I DR, IiVAGE E1A!L RISER POE AND (MOD METAL, LONG RAUU3. ELBOWS SHALL BE USED Y RE _ANY RELOCATION CL DOSING LINES OR PLIES WILL O DONE BY PUGET WHERE THE UNDERGROUND PORTION MEETS THE RISER POE AND TRANSFORMER SOUND ENERGY. C -6.3 CONTECH STDR M TER vETAf - CONSTRUCT TRANSFORMER PAD VAULT AS PER THE ELECTRIC COMPANYS . -/. 'dVA. Dt.AI J IE SPECIFICATIONS HATER DETAILS C -8.0 - PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS SANITARY CITY OF RENTON - PROVIDE AND INSTALL SANITARY SEWER LNES AND ASSOCIATED C--f`.2 SEWER WASTEWATER UTILITY ENGINEERING APPURTENMOES PER THE PLANS AM SPECIFICATIONS STRIPING DETAILS 1055 S. GRADY WAY -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD C -8.D SIGNAGE DETAILS AM CITY OF FENTN PUBLIC WOWS SEE UTILITY PLAN FOR C -9.S SITE DETAILS RENTON, WA 98057 REQUIREMENTS. SITE DETAILS (425) 430 -7266 L,I �I ai,lr (1E `i' C TINE -1 LA L V._ AILS CONTACT: JOHN HOBSON L -1.0 WATER CITY OF RENTON - INSTALL AL WA MOB AN ASSOCIATED IRRIGATION PLAN _ '3.61 APPURTENANCES PER THE PLANS AD SPECIFICATIONS WATER UTILITY ENGINEERING -ALL PUBLIC AND PRIVATE WATER MANS SHALL BE CEMENT LINED DUCTILE 1055 S. GRADY WAY IBM PIPE RENTON, WA 98057 -ALL PORTIONS OF THE FIRE PROTEnON WATER SYSTEM SHALL BE (425) 430 -7210 INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR CONTACT. ABDOUL GAFOUR -ALL PORTIONS CL DIM NON FIE PROTECTION RELATED LNES MAY BE INSTALLED BY THE PLULBRD CONERACTGR - COORDINATE REWIRED INSPECTION SERVICES WITH RENTON WATER DEPARTMENT. SEE UIBITY PLAN FOR REWIREMDITS STORM CITY OF RENTON _PROVIDE AND INSTALL ALL STORM LINES AND ASSOCIATED SEWER SURFACE WATER UTILITY ENG. APPURTENANCES PER THE PUNS AND SPECIFICATION 1055 S. GRADY WAY -REFER TO GRADING PLAN FOR IwmKnON ON ALLOWABLE STORM RENTON, WA 98057 MATERIALS (425) 430 -7392 - COORDINATE INSPECTIONS WITH THE CITY OF RENTON CONTACT: GARY FINK PROJECT CONTACTS THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACOTII, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPEOFICATIONS OF THE ITEMS LISTED. ALERT TO CONTRACTOR: 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFIC SITEWORK SPECIFICATIONS AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY BUSH, ROED & HITCHINGS, INC., SIGNED 10 -9 -2012. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING U11UTIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS 4. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTLITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. Y ' , , - 1505 Westlake Ave. N. T (206) 522 -9 '$o sgC�p, ,�c Suite 30.5 F 206 522 -0344 °ess ( ) [ORAL Seattle, WA 98109 www.PedwD.00n 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. CITY OF RENTON Approved by. Date Approved by. Date Approved by. Date Approved by. Dote ALTA SURVEY (FOR REFERENCE ONLY) 3 OF 4 ALTA SURVEY (FOR REFERENCE ONLY) 4 OF 4 AS NOTED ONLY) Pi {- PHASE I ;;OI' R`,_'; NN °m°' SOB PH -3.0 PHASE I i CONS iRUC TIOH PLA !. D -T.0 DEMOLITION PLAIN D -1.1 EPOSON C CI TROT PHASE 'N ,P N0 F .H SBB. MEB o,E S01j,:H RECORD DRAWING PACLAND 5/9/14 : JAC`, M "`.ate y NO. REVISION BY DATE APPR ^"^ ^ JAC CIVIL ENGINEER PACLAND 1505 WESTLAKE AVE. N., SUITE 305 SEATTLE, WA 98109 (206) 522 -9510 CONTACT: SARAH BRUNDIDGE, P.E. JEFF CHAMBERS, P.E. LANDSCAPE ARCHITECT PACLAND 21911 76TH AVE. W., SUITE 208 EDMONDS, WA 98026 -7918 (425) 275 -9808 CONTACT: SHAWN PARSONS, R.L.A. LAND OWNER BONNELL FAMILY, LC 10047 MAIN STREET #509 BELLEVUE, WA 98004 (425) 891 -3529 CONTACT: PETER BONNELL APPLICANT /BUILDING OWNER WAL -MART STORES, INC. 2001 S.E. 10TH STREET BENTONVILLE, AR 72716 -0550 (479) 273 -4567 CONTACT: STEVE DYER SURVEYOR BUSH, ROED & HITCHINGS, INC. 2009 MINOR AVENUE E. SEATTLE, WA 98102 (206) 323 -4144 CONTACT: JEFF MCMANUS, P.L.S. GEOTECHNICAL ZIPPER GEO ASSOCIATES, LLC 19023 36TH AVE. W, SUITE D LYNNWOOD, WA 98036 (425) 582 -9928 CONTACT: TOM JONES, P.E. ENVIRONMENTAL TERRACON 21905 64TH AVE W., SUITE 100 MOUNTLAKE TERRACE, WA 98043 (425) 771 -3304 CONTACT: SEAN DONNAN TRAVIS HAUK ARCHITECT (SEPARATE PLAN SET) LARRY D. CRAIGHEAD C/O RAYMOND HARRIS & ASSOCIATES ARCHITECTS 211 N. RECORD ST, SUITE 222 DALLAS, TX 75202 (214) 749 -0626 CONTACT. CHARLES JORDAN SITE DATA EXISTING WALMART BUILDING 134,352 S.F. PROPOSED EXPANSION 15,892 S.F. TOTAL BUILDING AREA TOTAL WALMART PARKING PARKING RATIO SITE AREA: LAND USE CLASSIFICATION: ZONING CLASSIFICATION: LOCAL JURISDICTION: FLOOD ZONE CLASSIFICATION: PARCEL NUMBER(S): !►�j CITY OF -' RENTON DATUM Planning/Building/Public Works Dept. A6: DRAWING INDEX COVER SHEET 1 OF 4 ALTA SURVEY (FOR REFERENCE ONLY) 2 OF 4 ALTA SURVEY (FOR REFERENCE ONLY) 3 OF 4 ALTA SURVEY (FOR REFERENCE ONLY) 4 OF 4 ALTA SURVEY (FOR REFERENCE ONLY) Pi {- PHASE I ;;OI' R`,_'; NN CHASE 11 IONS r PTiCi,, 10, n! PH -3.0 PHASE I i CONS iRUC TIOH PLA !. D -T.0 DEMOLITION PLAIN D -1.1 EPOSON C CI TROT PHASE 'N ,P N0 F .H D -1.2 ERC-,10h .,0, Nlr0l PHAS S01j,:H D -2.0 EROSON vi!TRO',..'!CITES D -2.1 EROS!0P1 &" DL TAIL S 0-2.2 ER OS! 0N CONTRO!_ DETA11 Q C -1.0 SITE PLAN HOR!7CNIAL'CN `:CL P! AN R'ZON': AL AND /ERT.,4L C ivT7 `L LAN\ C -2.0 GRADING AND DRAINAGE PLAN C -2.1 GRADING AND DRAINAGE SECTIONS AND DETAILS C -3.0 UTILITY PLAN C -3.1 UTILITY NOTES C -3.2 SITE LIGHTING PLAN U -5.0 SANITARY SLV'iLR '',1` AILS 1-6.6 STOP ?;; D 'u:AiLS C- -6.1 37CP I DR, IiVAGE E1A!L C- 6.2 T DRAINAGE DETAILS C -6.3 CONTECH STDR M TER vETAf . -/. 'dVA. Dt.AI J IE C__1 HATER DETAILS C -8.0 PAVING DETAILS 0_8.1 PAVING C;ET.-.!LS C--f`.2 QTRiPP!G DtiALS 0-8.3 STRIPING DETAILS C -8.D SIGNAGE DETAILS C -9.S SITE DETAILS C -9.1 SITE DETAILS Q 1, -J.._ L,I �I ai,lr (1E `i' C TINE -1 LA L V._ AILS fiISCEI_LAIN170US DY_!AILS L -1.0 LANDSCAPE PLAN L -2.0 IRRIGATION PLAN _ '3.61 _A,NIDS:,:=.rE /IR off ION UET�, ;i C 150,244 S.F. 8 3 7 3 4 01 634 SPACES 4.2 PER 1000 S.F. 11.57 ACRES COMMERCIAL /MEDIUM INDUSTRIAL CA (COMMERCIAL ARTERIAL)/IM (INDUSTRIAL MEDIUM) CITY OF RENTON, WA 0 ZONE X Know what's below. )048, 1923059072 i9% STORE #2516 -05 EXPj COVER SHEET AS BUILT (z -37 -3 01 0811 before you dig. CV -1 ry a wo y m m o; O �o � W(n x °z H N LY ¢ J FOUND MON. IN CASE (1995) PUNCH IN 3/8" BRASS ROD ON. 0.6' FOUND MON. IN CASE (1995) PUNCH IN 1/2" BRASS PLUG / ON. 0.6' CITY OF RENTON /754 3 e �O C41 '� 3 I N 1 Li,l W Z Q Q� Z I D Z J cn $8 CB(TY I TE: IE =21 1c= - - - -(-2 � T SDM Er p5 . -_WE tjI ./!R- 7-�- •,.° cav 3s GP TE 2428 TE 2474 1)) fig .- _CB TY_I �aA .) COC -11,4 € E- _ a/-C- IE- 156(S) IP IE 21'.i(N) ¢D - - -: BENCH MARK2 A)'l IE17/.B NORTH RIM 12 GV TELEPHONE MANHOLE,.,�,.� _ '� -"� °-''ar -- JB IP 35 HI ELEV =24.17 1 _. _. cB(tt ) XS 99 it , -%2 r' -- L -iw TY 1 10 .211 TE -23 75 -- (24) tf` v - _ _ y IE- 76.B(E,S) Iry �' `I IE= 15.2(S) 1 I , /rc C, vt - 30.1' 110 IE 17.4(5) IQ IE= 14.7(NE) / ;'� , t 14.1 fVE)�`ar FOUND HARD NAIL J 22Hl) s' LAT. 47'28'25.07467" ( Ill - LONG. 122'13'19.02655" r l ; + ' LJ NW 1/4 SEC 19, T23N, R 5E, W.M. CB(n 1) TE =24.62 CB(TY 1) #15 IE= 20.9(12 "SE) TE =25.03 !E-- 20.7(8"E) _ `..AR $14 I. -1E= 22.O() IE 20.6(6 "7 CB(TY I) #12 TE 2529 ' IE 20 W TE =24.5 IE�21h(N) 21 PER RECORD)' ^IE= 21.8(S) AR E 7$4(S) - k r M BENCH MARK "D" CHISELED SQUARE TOP OF CURB EAST SIDE EXPANSION JOINT BETWEEN DRIVES SSMH ELEV.-25.75 $18 TE =26.05 / LL1 z •- J r7 AR #19 N F (f) TE =25.71 Q IE= 18.4(S) - - - = su(RI = �? - ..EL.ECTRICMENi - rtJK- S8970'29 m 12EC(! NO 911104644f1 It _- .I _ _ _ ! Xnl)#2 4W39" "Wl) C .F _ -r TI \ e° l 3 2e TE =25.35 540 . RES TIONDE I- ° n 881r691 R (HER DMINERAL I 1 " 1 (COC =`19.3 I REC. NO. 8712220298 I ' L LJ I I1, I 8 -14 I I 1r� SDMH 4DB -5 U) TEM24.0 _. CR( TE_23.95 COC =13:7 CB1n 1) TEb23.75. I COC =14.3 �_ I �(E,W) - IE= $8 CB(TY I TE: IE =21 1c= - - - -(-2 � T SDM Er p5 . -_WE tjI ./!R- 7-�- •,.° cav 3s GP TE 2428 TE 2474 1)) fig .- _CB TY_I �aA .) COC -11,4 € E- _ a/-C- IE- 156(S) IP IE 21'.i(N) ¢D - - -: BENCH MARK2 A)'l IE17/.B NORTH RIM 12 GV TELEPHONE MANHOLE,.,�,.� _ '� -"� °-''ar -- JB IP 35 HI ELEV =24.17 1 _. _. cB(tt ) XS 99 it , -%2 r' -- L -iw TY 1 10 .211 TE -23 75 -- (24) tf` v - _ _ y IE- 76.B(E,S) Iry �' `I IE= 15.2(S) 1 I , /rc C, vt - 30.1' 110 IE 17.4(5) IQ IE= 14.7(NE) / ;'� , t 14.1 fVE)�`ar FOUND HARD NAIL J 22Hl) s' LAT. 47'28'25.07467" ( Ill - LONG. 122'13'19.02655" r l ; + ' LJ NW 1/4 SEC 19, T23N, R 5E, W.M. CB(n 1) TE =24.62 CB(TY 1) #15 IE= 20.9(12 "SE) TE =25.03 !E-- 20.7(8"E) _ `..AR $14 I. -1E= 22.O() IE 20.6(6 "7 CB(TY I) #12 TE 2529 ' IE 20 W TE =24.5 IE�21h(N) 21 PER RECORD)' ^IE= 21.8(S) AR E 7$4(S) - k r M BENCH MARK "D" CHISELED SQUARE TOP OF CURB EAST SIDE EXPANSION JOINT BETWEEN DRIVES SSMH ELEV.-25.75 $18 TE =26.05 / LL1 z •- J r7 AR #19 N F (f) TE =25.71 Q IE= 18.4(S) - - - = su(RI = �? - ..EL.ECTRICMENi - rtJK- S8970'29 m 12EC(! NO 911104644f1 It TEM24 25 D LID) I I ��j' 1 J a - OIL AIERU� 90• 2 -STORY '�/ �� IE= 15.3(N) I ,I' ,, - /)) 1-- iQ-"' SE AP RATOR I BANK BUILDING a'u CB(TY Ir"'�. IE= 15.3(SE) CB(TY II -48) III I 1-. _ "V9 5.555 W. FT. 15: ' ''ha JE -22 6(E) VERIFIED TE -25.01 '�(' �Q{C�, I ( -� r'�, FFE =26.21 IE =21.8 NW,SE)- IE=15.9(SW) IE =15.5(E)41 III 11 II 11' {O) J zz \a - -•F a -.. �o 7s 9 r a'-BTM =20.9 BTM =14.7 IE= 15.0(S)I a&� N.T.S. N -IE =23.2 FINISH FLOOR 1 ' ELEC�1gBL_FA EM N ELEV.-25.56 - oNErUC7ED pER4RE . \�- -+� SURVEY LEGEND (EXISTING): I - :16.0' 39 80101601691 1 gl 415.E 'n BONNELL I I I I I I I I �'I I A/C ASPHALT /GONG. PVM'T - 0/H OVERHEAD ONES u , i � 19.9'FAMILY LLB; i / \ OY 225 SW 7TH ST e ' A/C \ AR ACCESS RISER (Plat) PLAT RECORD IE= 15.O�RIFl D. - I I 1 N) '� I r - py V' •3-'`.l h;Y `aJ ,y0' �v) Ems. f 1 6.547 SQ. FT / �' \\ BENCH MARK (BM) (P) PAINTED LOCATE ;... .,a� 192305- 9072 -01 BTM =13.50 i I I I, _ I y A/C j I I 8(T1r `P \ s -" •O A° "�(- 41 �2 h\Npl h �T. u22.0' . ,.. (BIRELL4TAURANT�S ; ` , TE=(1 7I� /I I \ I, P'S1 I I I \ BUILDING LINE ® POST INDICATOR VALVE (PIV) �rr' 11 7 N LK221g1 \ .R1')1 O IE CB(n I I, I ¢ - TE =24.5 - -_. ..... �� %�4 a c`Di (_gip. BTM 22. \ 0 +2q�'14- ++ �+ CAN CABLE TELEVISION • PROPERTY CORNER TE- 24.09': III I+. it ! -'b �` _ / I `�i .770' ._ �"O �I I;O,^I'( I'!I I I 1 1 122 (C) CALCULATED PL PROPERTY uNE IE -21.7. 1 I III IEi9 0(`) x TE=25. T• " l',- ; _.. 1 I I I .,�...- �._I -- -I- -f .` 1, I 'r i 1 11 (� m BTM Z0.0., T Ih; 1 '��- IE =20.8 1 - T ' \�GB(TY I) 8'PV¢�q �.�{L '- COOONTY - PARCEL NO. 192305 -9072 �r TE =23.69 CB(YF'X -4 24"' C`�2S.r}4' ® CATCH BASIN (CB) PLTR PLANTER OR PLANTINGS OY '/ IIJ CB(tt II -48) I t III I ; \ _.. ..,.'_.G(P).m v i IE= 21.8(E) TE =24.40 Qki TE -24.25 h PDA, LLC 7E =25.59 1 111 I (; 'il ) ( - GV I LOT 1 BILLY CHALE'S SHORT PLAT m k J IE =2L7(NW) IE= 20.8(6 "NW) 1= 223(N) 7 CC CONCRETE CURB - UTILITY POLE (PP o UP) I I I I =12 "ADS- DIRT zp 720 LIND AVE SW IE- 20.1(N). 1 '(j' t I 9_17• I1-i C.O.R. NO LUA -04- 027 -SHPL BT11-�1.21 �. LT152 ) I r I I I IE'2 1� I ar r ;r tt II -48) REC.14 .20040503900002 / �� I - 1"' CL CENTERLINE PS PARKING STALLS (REGULAR) rAx/ 192305-906D-05 E- 1s.a(sw) I 1 I .:( �i I =1 !, %/ a r 3o d i ; /V I I I =1e 1 z II BTM =18.2 >�'_�' 1 jE E=118 7(W) ! `p 1 + + ++' .*1141 1 CLR PROP. LINE CLEARANCE POUR POWER IE 17.3 �1�C. 1S SD 1 " - - TE -' 5448) IE 18.60 4`o irNo'xl'D'- _ (26)- ' J \ !/ I I I I 1 P.li. I I 1 I �'� I I Iu, H 39 44 FH BTM =16.9 N \ \ I I I CMP CORRUGATED METAL PIPE (R) RECORD LOCATION r c TY a -4a} '\ v I IIE= 18.z(E) _ �p \, ../ I I I I I I I I I I I I I I _./ I I I I w' 4'x 336' FOOTING EASEMENT TE_1 -41 ,. �„ �. IIE= 18.1(SW) 1, i l r 5' ,-_iJ N86.36'�3"� y CONIFEROUS TREE (RAO.) RADIAL LINE N PER REC. NO. 6331019 0 tE =21.a(SE1 BTM =16.5 39 34 60.7(1 CB( n II -48) '1 � IEa1'f7.9(E &NW �:•�17 . 15 UTILITYiEA�EMENT H.C. SIGN (T1P) i, - Rte. Y �b 6 .gyp) q PER REC. NO: 9704011446 6 PLACES poa CONTOUR (1') AWING WALL TE =26.21 / • ,',IE- 17.7(SWY m .. T. ��o / ..�.��-� NQ1'I ' E (99)- - __NT O_ - - -- IE=17.7(NE) ' . 11 � BTM -16.4 •a .. ° ; CB(n II -48) CB(tt II -48) ! I I I 1 •r I ( CONTOUR (5') ` ;t -R ROOKERY IE= 17.5(NW) )1 1 i-GB(n 11- 48j -aY+_. .�.ECD.- BCD -7' = •e-18 / ' 7E =25.97 TE -24.86 r Iv. 1 I P '}) " ( 64 12(} ) { IE= 17.3(E) '; fN 1 (b)11 ;, TE 26.17 _ '� 3 A/C I� I _- Off i (COVERED BY (COVERED BY�15 / r 4 ,214w 116 P.S O0 I1, _.. "�1�r-- --' R RIGHT OF WAY GRAPHIC SCALE r . /, i� = - - _ 3 53 W CP CONCRETE PIPE /W' - - - IE= 17.2(5) s 11 IE 16,5TSj �'I -`�- -- J L 1 �� STORAGE UNIT) STORAGE UNIT) i W y` -IF i 4 b b 2a b a 1MI B7M =16.0 I !If\ IE -i6N)_ WVMH $$, vs i - - x 15 "71•• I I 116 b.5.1 1 I 1 I I ! CPEP CORRUGATED POLY PIPE 50 STORY DRAIN 1s.6 ITV , jL�l -_BTM illi 1I" -ri(Pi- _ -, - -� \,' lalfslti I I I I I I I I I I I I I I'. -- - - - g 37' -ar' \ . r 1 1 I 1 I 117 S I . B_ _ _ -_ "'-q CW CONCRETE WALK O STORK DRAIN CLEANOUT (SOCO) (� �) ) I ar ?a� : N88'4S 4.. v v _ 1 I I �I � � -7 I'm 1. et=k I -� I � �.AD "_� - _ - - - i� �2 AO -�' '_.,� - -= 1 inch Il 40 ff N63"09'40 W t! f l I Y I , m 11 • 588'45' \ 401.02' �! z 1 N QD STORM DRAIN MANHOLE 52.45' H _ I II . , r _ .�, \ h 1 O DECIDUOUS TREE ° a SIGN Y .. l ,I 54:31.. <0 t 9 - -A r - - J _ _ \ I I \I I 1�7-`I I�B f] ' a!� DOOR TE =2 11 �: _. -J ° -- -8 \ =• c_ P)= _ -I ; I I f\ 1 14 P'�'TE =208 I� / 1 I I IR4114 f DIP DUCRIE IRON PIPE SS SANITARY SEWER SS T FFE =27.49 y cr .. _ I 'I-'-I- -F -I'- }1@h OWY DRIVEWAY .- ;7 m IL 6 �rcr- W rrr 1 ��-m.l N _ I- -1-'J' -1 -I- I- 4-�-t �: / A t9lffc�' il" -i- - 4- -1- -�f -'FI- i- 4 4 ROOF ROOF r1 .a ,1� n v, �I I t 1 1 I�I '1 I 1j P.lSIEt1910(E I) I (: '' I I I 1 114b EAC EXTRUDED ASPH. CURB Q SANITARY SEWER MANHOLE S I ICI 11�PIS. 1 I I I I ) ( ELEV. ELEV. �, o y I I I, I I I IEfitB.g(WJ CB(TY If ae , dq I! (. 4saz 49:04 i (�O' a \ I e - 7. 11 :, ,/ / 1 I I I I 1 0 SAN. SEWER CLEANOUT (SSOO) ------------- - - - - -- ) '.l 'y ^_ !' 2 2` '/ �'a7 I I EASEMENT UNE -------------- -'TE31'7.y( !1� '3 3 ' 1 '/_ • VG) -. " „_,.52.8 GATE GA I 1. I --- - - - - -- JL IE= 17.8(5) �' I� �( IV 'ROLLING <, < _ 112.1 ,I N A/C \j It / ECC EXTRUDED GONG. CURB -y'- SECTION CORNER _ DDpp I m rI _ .'�. CB(TY 1) - FFE =27.54 7�{) B-an\ 1 / - • �1 I a� "FI. 60 14 I 2.3%' H, \ + \ it BTM -16.7 (24).- f 11. I I : p TE =26.97 1 I I I `. - \ I \I I I I it 1 '-14, 1 I I I I I ! _ .. 1/a SECTION CORNER 1, y ECD ELECIRICAL CONDUIT DOOR B'o • IE= 23.6(SE) M DOOR , 34 39 _ I ^ II'-( -� FFEm27:54 15' UTILITY EASEMENT , I I I I I 1 I ® ELECTRIC METER (EM) u,, (• 'y. .e T ; - DDR FFE -27.46 1 1' ¢O, - IE= 23.5(E) i l 14 W.S. I� I I 1 /116 P.S l SURVEY MONUMENT IN CASE �aL OOR Mj 'm o FFE =27.48 ro. 11 e•:.' IE= 22.9(NE) PER REC:' NO. 9704011446 2991 -�-F -�•t -� + +�{.+fSl I I I + +-t $ FEE= 27.60N ai /,;(, jF` SURFACE SURVEY MONUMENT il� i • M I r. vim- BTM =22.7 I_+I 'II I I 1 `I 14 111. - I I,� I I 1 �I I I I I I I I I �• Q ELECTRICAL MANHOLE 1 \� } ' ROWNG -¢. I �f,��[�"I I I I - "0. 1&P.S. .. -�• 1 I DOOR 31.3 62.1' S0.(' V' /I V' 1 All I I !I I I -k I I I I I I '•.... V FIRE DEPT. CONNECTION i� SURVEY TACK IN LEAD 6 "PVC 1 Q FFE =27.60 _ 1 / IE= 23.5(W) / I ^8D DOOR 500 GAL. OIL N 11 \ - l� I FFE =27.56 INTERCEPTOR 7.52 I I 1 n / II \ EV ELECTRICAL VAULT (EV) Tca TELEPHONE. CONDUIT I SDMH TE =27.15 - I'114 �)- 1 TE -27.20 - - I 1 if \ _ FENCE LINE (WIRE) I '� / TE TOP ELEVATION 4 IE- 18s(a "N) o II I Y I 1 1 1/ 1 1 1 1 1 (.I I I I �I ' F IE-18.1(12 "N) i0 'II I 1 .( 11�P•P' I I I li 4 FENCE LINE WOOD TEL TELEPHONE MCLENDON HARDWARE, INC ^ IE= 17.9(48 " -24 "COLLAR S) d ,1 N I I I I I T I I P P _ SSW UND AVE SW I • 1� IE= 22.0(18 "CMP RISER SW) I + + /-I' -I- ♦- + -� -l'-4 -I" -i- i-' 4 + 4 -}- T TELEPHONE MANHOLE TAX/ 192305- 9064 -01 IlL 1� STM -15.8 GATE 62.1• �� ` ', I I 111 1 113 P.IS 1 1 I II \v ' I I I 1 h4 b. FF FINISH FLOOR O CB(TY 11 -48)- I 1 �) /C ' �/ !8 '. I I �19 -da• 1 1 1 I I I I I !• I I I I 1 I 11 FIRE HYDRANT (FH) C° TRAFFIC FLOW TE= 25.85 I /r / 1 . -v w p IE= 18.1(N) ;-'t 1 CB(n 1> COUNTY PARCEL N0. 192305 -9048 // / A/C 1 a� B -a. LLI FM FORCE MAN ) ► TRAFFIC LIGHT t Er IE= 18.2(S) . TE =27.10 I ; COC =17.5 PARCEL B 8.9'80 STM =15.9 I^ I' DOOR "70, t +"> \ \ GAS MAIN OR_LINE TRANS TRANSFORMER w I t C.O.R. BLA N0. LUA -95- 173 -LLA FFE =27.56 r // I I I I�! I de Tk I w l 4. I `l•, I I I III _ 1 + 39 33 REC NO. 9603139005 j 1 ( i / d. �ryryua /y -�I / \. I 51 P �' I LLIFFF�� -T19 9 '11 I�� I 116v P.5{ �� III I I I LL_I 12 GAS METER (GM) TrSB TRAFFIC SIGNAL 80X �iJ I PARKING EASEMENT FOR 50 - �-- -1' -'F __ \T 79( a'} �- {=��- -L {f -} +.{- �. LLI m GAS VALVE (GV) O TRAFFIC SIGNAL POLE (TrSP) STALLS PER REC. NOS. \ / 7�8 ar, hs bsl., I' l Y� 1 1 1G �� ssosml2n & s7oa2sona / K(1� I Is bs I I to l (n °z a °d,)� / ^ \��' I I I I I {� I I IN 11 1 I \I d \I 124 GRADE BREAK CONTROL I1 -I. I H.C. SIGN ON -- -- " .,I, n h :. CONIC. BOLLARD P OSS NG .r . \Js0�' 20' SEWE1 GR GRASS • TELEPHONE SENTRY (TS) BONNELL FAMILY, LLC (YP) B Puc€s 1 EASEMENT o N SENTRY WALMAR7 K S W / 9�v •x6111601 GUY ANCHOR �Y (M ------------------------------ - - - - -- r T 1r .-• 1\ IC V 11 I I I I TF` I I I I ;I I� h, 1 _ ', a CB(n Q 743 RAINIER AVE. S ,.L - m TE =27.24 1 -STORY CONIC. BLOCK BLDG. DOUR `u /29.- '-= �L(-1 -'1 -I� ?'�' I Ir T 1 I )g...�, I�� I r4 p S HANDICAP STALL U/G UNDERGROUND LINE �F 4\1 COC =17.5 133,399 SQUARE FEET HB HOSE 818 W WATER MAIN OR LINE a SDMH TAX{i 192305 - 9048 -02 FFE =27.53 6 e _. / -I, IE 186(NE) 15.8• ^ 1 1 ¢ 'F HOPP HIGH DENSITY POLY. ® WATER METER (NM) ce(n a -ae) I I, I I t l I I 111 p:B. -I -d� l e l 1 t I-/f �r 7 -1 ff P s E 1867(N) :l I Hl IE =18.3(S) .n I SMH I 15• UIRLI A 11 �I !'I (I I\ / CT ) �\i.. W WATER MANHOLE IE- 18.8(5) _ IE= 17.8(N) p I o N0. 9�704017446E`✓T IPEf� REfC. 1 \ !CB 12548 \ I T m IE= 22.0(CMP RISER) LQ ,o TE =26.43 ) I !, 111- 0.3(SE &SW) IE INVERT ELEVATION O WATER VALVE 1'1 IP IRON PIPE (WV) BTM =16.5 5 a 20.2' r IE =19.3 t .li 6 DOOR CTR CHANN) I I I a� �g20.2'NeW). •vim IRD(R FFE =27.59 ' / 1 I I I I I) I II l 1jY YARD LIGHT (YL) + l R=373402 14 I(.S.I I 11 16 I SI I I IY� I I ® JIINCRON BO %(JB) II h P' 1 1 ell I I PROPERTr coRNFR LFGQTENNESSEE GROUP, LLC 34 39 yy, + F+ +� H tl j� ( ++ + Imo` + ++ LIGHT POLE (LP) -- 15' UTILITY EASEMENT PER REC. DOOR LT 14 III.S,1 I I ° • SET BRH 5 /6" RETIAR /CAP ^ I NO. 9704011446 FFE =2753 Y / 1 / I I I Iml hs bsd`a�1W I ( I L.S. LAND SURVEYOR L.S. /29072 MATCH LINE - II{ I I I I II I 1�4� MCLENDON HARDWARE, I SHT. 1 TAX# 192305 - 91100 -07 I p I I I �� I L O PK NAIL __ _- __ -� H- -I' I EM _ -__ __ _.. __ . _. .__ __ -.__ ___ -_ -_ B_z'A1.- -� L B=-M -• � ,. (Maas) MEASURED 1 -1/2 IRRIG.WM(R).. �4'� i'- qD. ._ ` I 1 I \ SHT. 2 I A/C I I II _......_. � t I _rolr n ) 1 � 0 FOUND PIPE SEE SHEET 2 /"Ns: YZ-3-7`; y07- 1 Z °vino m 41 C9 Z � $m V o H a .� J a N UJ UJ W W� W z OZ<° w gin vi CO oaf NNm m _- .I _ _ _ ! Xnl)#2 4W39" "Wl) C .F _ -r TI \ e° l 3 2e TE =25.35 540 . w 0 I- ° n 881r691 E =22.(N I 1 " 1 (COC =`19.3 w ' L LJ INTERCEPt^ m • - 2 90.8' 'OTE -424 'f w+_ I 8 I I I 1r� TEM24 25 D LID) I I ��j' 1 J a - OIL AIERU� 90• 2 -STORY '�/ �� IE= 15.3(N) I ,I' ,, - /)) 1-- iQ-"' SE AP RATOR I BANK BUILDING a'u CB(TY Ir"'�. IE= 15.3(SE) CB(TY II -48) III I 1-. _ "V9 5.555 W. FT. 15: ' ''ha JE -22 6(E) VERIFIED TE -25.01 '�(' �Q{C�, I ( -� r'�, FFE =26.21 IE =21.8 NW,SE)- IE=15.9(SW) IE =15.5(E)41 III 11 II 11' {O) J zz \a - -•F a -.. �o 7s 9 r a'-BTM =20.9 BTM =14.7 IE= 15.0(S)I a&� N.T.S. N -IE =23.2 FINISH FLOOR 1 ' ELEC�1gBL_FA EM N ELEV.-25.56 - oNErUC7ED pER4RE . \�- -+� SURVEY LEGEND (EXISTING): I - :16.0' 39 80101601691 1 gl 415.E 'n BONNELL I I I I I I I I �'I I A/C ASPHALT /GONG. PVM'T - 0/H OVERHEAD ONES u , i � 19.9'FAMILY LLB; i / \ OY 225 SW 7TH ST e ' A/C \ AR ACCESS RISER (Plat) PLAT RECORD IE= 15.O�RIFl D. - I I 1 N) '� I r - py V' •3-'`.l h;Y `aJ ,y0' �v) Ems. f 1 6.547 SQ. FT / �' \\ BENCH MARK (BM) (P) PAINTED LOCATE ;... .,a� 192305- 9072 -01 BTM =13.50 i I I I, _ I y A/C j I I 8(T1r `P \ s -" •O A° "�(- 41 �2 h\Npl h �T. u22.0' . ,.. (BIRELL4TAURANT�S ; ` , TE=(1 7I� /I I \ I, P'S1 I I I \ BUILDING LINE ® POST INDICATOR VALVE (PIV) �rr' 11 7 N LK221g1 \ .R1')1 O IE CB(n I I, I ¢ - TE =24.5 - -_. ..... �� %�4 a c`Di (_gip. BTM 22. \ 0 +2q�'14- ++ �+ CAN CABLE TELEVISION • PROPERTY CORNER TE- 24.09': III I+. it ! -'b �` _ / I `�i .770' ._ �"O �I I;O,^I'( I'!I I I 1 1 122 (C) CALCULATED PL PROPERTY uNE IE -21.7. 1 I III IEi9 0(`) x TE=25. T• " l',- ; _.. 1 I I I .,�...- �._I -- -I- -f .` 1, I 'r i 1 11 (� m BTM Z0.0., T Ih; 1 '��- IE =20.8 1 - T ' \�GB(TY I) 8'PV¢�q �.�{L '- COOONTY - PARCEL NO. 192305 -9072 �r TE =23.69 CB(YF'X -4 24"' C`�2S.r}4' ® CATCH BASIN (CB) PLTR PLANTER OR PLANTINGS OY '/ IIJ CB(tt II -48) I t III I ; \ _.. ..,.'_.G(P).m v i IE= 21.8(E) TE =24.40 Qki TE -24.25 h PDA, LLC 7E =25.59 1 111 I (; 'il ) ( - GV I LOT 1 BILLY CHALE'S SHORT PLAT m k J IE =2L7(NW) IE= 20.8(6 "NW) 1= 223(N) 7 CC CONCRETE CURB - UTILITY POLE (PP o UP) I I I I =12 "ADS- DIRT zp 720 LIND AVE SW IE- 20.1(N). 1 '(j' t I 9_17• I1-i C.O.R. NO LUA -04- 027 -SHPL BT11-�1.21 �. LT152 ) I r I I I IE'2 1� I ar r ;r tt II -48) REC.14 .20040503900002 / �� I - 1"' CL CENTERLINE PS PARKING STALLS (REGULAR) rAx/ 192305-906D-05 E- 1s.a(sw) I 1 I .:( �i I =1 !, %/ a r 3o d i ; /V I I I =1e 1 z II BTM =18.2 >�'_�' 1 jE E=118 7(W) ! `p 1 + + ++' .*1141 1 CLR PROP. LINE CLEARANCE POUR POWER IE 17.3 �1�C. 1S SD 1 " - - TE -' 5448) IE 18.60 4`o irNo'xl'D'- _ (26)- ' J \ !/ I I I I 1 P.li. I I 1 I �'� I I Iu, H 39 44 FH BTM =16.9 N \ \ I I I CMP CORRUGATED METAL PIPE (R) RECORD LOCATION r c TY a -4a} '\ v I IIE= 18.z(E) _ �p \, ../ I I I I I I I I I I I I I I _./ I I I I w' 4'x 336' FOOTING EASEMENT TE_1 -41 ,. �„ �. IIE= 18.1(SW) 1, i l r 5' ,-_iJ N86.36'�3"� y CONIFEROUS TREE (RAO.) RADIAL LINE N PER REC. NO. 6331019 0 tE =21.a(SE1 BTM =16.5 39 34 60.7(1 CB( n II -48) '1 � IEa1'f7.9(E &NW �:•�17 . 15 UTILITYiEA�EMENT H.C. SIGN (T1P) i, - Rte. Y �b 6 .gyp) q PER REC. NO: 9704011446 6 PLACES poa CONTOUR (1') AWING WALL TE =26.21 / • ,',IE- 17.7(SWY m .. T. ��o / ..�.��-� NQ1'I ' E (99)- - __NT O_ - - -- IE=17.7(NE) ' . 11 � BTM -16.4 •a .. ° ; CB(n II -48) CB(tt II -48) ! I I I 1 •r I ( CONTOUR (5') ` ;t -R ROOKERY IE= 17.5(NW) )1 1 i-GB(n 11- 48j -aY+_. .�.ECD.- BCD -7' = •e-18 / ' 7E =25.97 TE -24.86 r Iv. 1 I P '}) " ( 64 12(} ) { IE= 17.3(E) '; fN 1 (b)11 ;, TE 26.17 _ '� 3 A/C I� I _- Off i (COVERED BY (COVERED BY�15 / r 4 ,214w 116 P.S O0 I1, _.. "�1�r-- --' R RIGHT OF WAY GRAPHIC SCALE r . /, i� = - - _ 3 53 W CP CONCRETE PIPE /W' - - - IE= 17.2(5) s 11 IE 16,5TSj �'I -`�- -- J L 1 �� STORAGE UNIT) STORAGE UNIT) i W y` -IF i 4 b b 2a b a 1MI B7M =16.0 I !If\ IE -i6N)_ WVMH $$, vs i - - x 15 "71•• I I 116 b.5.1 1 I 1 I I ! CPEP CORRUGATED POLY PIPE 50 STORY DRAIN 1s.6 ITV , jL�l -_BTM illi 1I" -ri(Pi- _ -, - -� \,' lalfslti I I I I I I I I I I I I I I'. -- - - - g 37' -ar' \ . r 1 1 I 1 I 117 S I . B_ _ _ -_ "'-q CW CONCRETE WALK O STORK DRAIN CLEANOUT (SOCO) (� �) ) I ar ?a� : N88'4S 4.. v v _ 1 I I �I � � -7 I'm 1. et=k I -� I � �.AD "_� - _ - - - i� �2 AO -�' '_.,� - -= 1 inch Il 40 ff N63"09'40 W t! f l I Y I , m 11 • 588'45' \ 401.02' �! z 1 N QD STORM DRAIN MANHOLE 52.45' H _ I II . , r _ .�, \ h 1 O DECIDUOUS TREE ° a SIGN Y .. l ,I 54:31.. <0 t 9 - -A r - - J _ _ \ I I \I I 1�7-`I I�B f] ' a!� DOOR TE =2 11 �: _. -J ° -- -8 \ =• c_ P)= _ -I ; I I f\ 1 14 P'�'TE =208 I� / 1 I I IR4114 f DIP DUCRIE IRON PIPE SS SANITARY SEWER SS T FFE =27.49 y cr .. _ I 'I-'-I- -F -I'- }1@h OWY DRIVEWAY .- ;7 m IL 6 �rcr- W rrr 1 ��-m.l N _ I- -1-'J' -1 -I- I- 4-�-t �: / A t9lffc�' il" -i- - 4- -1- -�f -'FI- i- 4 4 ROOF ROOF r1 .a ,1� n v, �I I t 1 1 I�I '1 I 1j P.lSIEt1910(E I) I (: '' I I I 1 114b EAC EXTRUDED ASPH. CURB Q SANITARY SEWER MANHOLE S I ICI 11�PIS. 1 I I I I ) ( ELEV. ELEV. �, o y I I I, I I I IEfitB.g(WJ CB(TY If ae , dq I! (. 4saz 49:04 i (�O' a \ I e - 7. 11 :, ,/ / 1 I I I I 1 0 SAN. SEWER CLEANOUT (SSOO) ------------- - - - - -- ) '.l 'y ^_ !' 2 2` '/ �'a7 I I EASEMENT UNE -------------- -'TE31'7.y( !1� '3 3 ' 1 '/_ • VG) -. " „_,.52.8 GATE GA I 1. I --- - - - - -- JL IE= 17.8(5) �' I� �( IV 'ROLLING <, < _ 112.1 ,I N A/C \j It / ECC EXTRUDED GONG. CURB -y'- SECTION CORNER _ DDpp I m rI _ .'�. CB(TY 1) - FFE =27.54 7�{) B-an\ 1 / - • �1 I a� "FI. 60 14 I 2.3%' H, \ + \ it BTM -16.7 (24).- f 11. I I : p TE =26.97 1 I I I `. - \ I \I I I I it 1 '-14, 1 I I I I I ! _ .. 1/a SECTION CORNER 1, y ECD ELECIRICAL CONDUIT DOOR B'o • IE= 23.6(SE) M DOOR , 34 39 _ I ^ II'-( -� FFEm27:54 15' UTILITY EASEMENT , I I I I I 1 I ® ELECTRIC METER (EM) u,, (• 'y. .e T ; - DDR FFE -27.46 1 1' ¢O, - IE= 23.5(E) i l 14 W.S. I� I I 1 /116 P.S l SURVEY MONUMENT IN CASE �aL OOR Mj 'm o FFE =27.48 ro. 11 e•:.' IE= 22.9(NE) PER REC:' NO. 9704011446 2991 -�-F -�•t -� + +�{.+fSl I I I + +-t $ FEE= 27.60N ai /,;(, jF` SURFACE SURVEY MONUMENT il� i • M I r. vim- BTM =22.7 I_+I 'II I I 1 `I 14 111. - I I,� I I 1 �I I I I I I I I I �• Q ELECTRICAL MANHOLE 1 \� } ' ROWNG -¢. I �f,��[�"I I I I - "0. 1&P.S. .. -�• 1 I DOOR 31.3 62.1' S0.(' V' /I V' 1 All I I !I I I -k I I I I I I '•.... V FIRE DEPT. CONNECTION i� SURVEY TACK IN LEAD 6 "PVC 1 Q FFE =27.60 _ 1 / IE= 23.5(W) / I ^8D DOOR 500 GAL. OIL N 11 \ - l� I FFE =27.56 INTERCEPTOR 7.52 I I 1 n / II \ EV ELECTRICAL VAULT (EV) Tca TELEPHONE. CONDUIT I SDMH TE =27.15 - I'114 �)- 1 TE -27.20 - - I 1 if \ _ FENCE LINE (WIRE) I '� / TE TOP ELEVATION 4 IE- 18s(a "N) o II I Y I 1 1 1/ 1 1 1 1 1 (.I I I I �I ' F IE-18.1(12 "N) i0 'II I 1 .( 11�P•P' I I I li 4 FENCE LINE WOOD TEL TELEPHONE MCLENDON HARDWARE, INC ^ IE= 17.9(48 " -24 "COLLAR S) d ,1 N I I I I I T I I P P _ SSW UND AVE SW I • 1� IE= 22.0(18 "CMP RISER SW) I + + /-I' -I- ♦- + -� -l'-4 -I" -i- i-' 4 + 4 -}- T TELEPHONE MANHOLE TAX/ 192305- 9064 -01 IlL 1� STM -15.8 GATE 62.1• �� ` ', I I 111 1 113 P.IS 1 1 I II \v ' I I I 1 h4 b. FF FINISH FLOOR O CB(TY 11 -48)- I 1 �) /C ' �/ !8 '. I I �19 -da• 1 1 1 I I I I I !• I I I I 1 I 11 FIRE HYDRANT (FH) C° TRAFFIC FLOW TE= 25.85 I /r / 1 . -v w p IE= 18.1(N) ;-'t 1 CB(n 1> COUNTY PARCEL N0. 192305 -9048 // / A/C 1 a� B -a. LLI FM FORCE MAN ) ► TRAFFIC LIGHT t Er IE= 18.2(S) . TE =27.10 I ; COC =17.5 PARCEL B 8.9'80 STM =15.9 I^ I' DOOR "70, t +"> \ \ GAS MAIN OR_LINE TRANS TRANSFORMER w I t C.O.R. BLA N0. LUA -95- 173 -LLA FFE =27.56 r // I I I I�! I de Tk I w l 4. I `l•, I I I III _ 1 + 39 33 REC NO. 9603139005 j 1 ( i / d. �ryryua /y -�I / \. I 51 P �' I LLIFFF�� -T19 9 '11 I�� I 116v P.5{ �� III I I I LL_I 12 GAS METER (GM) TrSB TRAFFIC SIGNAL 80X �iJ I PARKING EASEMENT FOR 50 - �-- -1' -'F __ \T 79( a'} �- {=��- -L {f -} +.{- �. LLI m GAS VALVE (GV) O TRAFFIC SIGNAL POLE (TrSP) STALLS PER REC. NOS. \ / 7�8 ar, hs bsl., I' l Y� 1 1 1G �� ssosml2n & s7oa2sona / K(1� I Is bs I I to l (n °z a °d,)� / ^ \��' I I I I I {� I I IN 11 1 I \I d \I 124 GRADE BREAK CONTROL I1 -I. I H.C. SIGN ON -- -- " .,I, n h :. CONIC. BOLLARD P OSS NG .r . \Js0�' 20' SEWE1 GR GRASS • TELEPHONE SENTRY (TS) BONNELL FAMILY, LLC (YP) B Puc€s 1 EASEMENT o N SENTRY WALMAR7 K S W / 9�v •x6111601 GUY ANCHOR �Y (M ------------------------------ - - - - -- r T 1r .-• 1\ IC V 11 I I I I TF` I I I I ;I I� h, 1 _ ', a CB(n Q 743 RAINIER AVE. S ,.L - m TE =27.24 1 -STORY CONIC. BLOCK BLDG. DOUR `u /29.- '-= �L(-1 -'1 -I� ?'�' I Ir T 1 I )g...�, I�� I r4 p S HANDICAP STALL U/G UNDERGROUND LINE �F 4\1 COC =17.5 133,399 SQUARE FEET HB HOSE 818 W WATER MAIN OR LINE a SDMH TAX{i 192305 - 9048 -02 FFE =27.53 6 e _. / -I, IE 186(NE) 15.8• ^ 1 1 ¢ 'F HOPP HIGH DENSITY POLY. ® WATER METER (NM) ce(n a -ae) I I, I I t l I I 111 p:B. -I -d� l e l 1 t I-/f �r 7 -1 ff P s E 1867(N) :l I Hl IE =18.3(S) .n I SMH I 15• UIRLI A 11 �I !'I (I I\ / CT ) �\i.. W WATER MANHOLE IE- 18.8(5) _ IE= 17.8(N) p I o N0. 9�704017446E`✓T IPEf� REfC. 1 \ !CB 12548 \ I T m IE= 22.0(CMP RISER) LQ ,o TE =26.43 ) I !, 111- 0.3(SE &SW) IE INVERT ELEVATION O WATER VALVE 1'1 IP IRON PIPE (WV) BTM =16.5 5 a 20.2' r IE =19.3 t .li 6 DOOR CTR CHANN) I I I a� �g20.2'NeW). •vim IRD(R FFE =27.59 ' / 1 I I I I I) I II l 1jY YARD LIGHT (YL) + l R=373402 14 I(.S.I I 11 16 I SI I I IY� I I ® JIINCRON BO %(JB) II h P' 1 1 ell I I PROPERTr coRNFR LFGQTENNESSEE GROUP, LLC 34 39 yy, + F+ +� H tl j� ( ++ + Imo` + ++ LIGHT POLE (LP) -- 15' UTILITY EASEMENT PER REC. DOOR LT 14 III.S,1 I I ° • SET BRH 5 /6" RETIAR /CAP ^ I NO. 9704011446 FFE =2753 Y / 1 / I I I Iml hs bsd`a�1W I ( I L.S. LAND SURVEYOR L.S. /29072 MATCH LINE - II{ I I I I II I 1�4� MCLENDON HARDWARE, I SHT. 1 TAX# 192305 - 91100 -07 I p I I I �� I L O PK NAIL __ _- __ -� H- -I' I EM _ -__ __ _.. __ . _. .__ __ -.__ ___ -_ -_ B_z'A1.- -� L B=-M -• � ,. (Maas) MEASURED 1 -1/2 IRRIG.WM(R).. �4'� i'- qD. ._ ` I 1 I \ SHT. 2 I A/C I I II _......_. � t I _rolr n ) 1 � 0 FOUND PIPE SEE SHEET 2 /"Ns: YZ-3-7`; y07- 1 Z °vino m 41 C9 Z � $m V o H a .� J a N UJ UJ W W� W z OZ<° w gin vi CO oaf NNm m ayr Lo D 3 0 w 0 W 1 w ' L LJ z wrn O f� U) '(a ^J L J Q N zuz w F o F7- w z Q U Z 0 = CD Q L Y V' F- C) U Of U) Q Q J Z a Q o �j Ld ui w tlra•n by d..dW by JBK /JMH JMH /JJM va a Jute 1 " =40' 9/11/12 2009108.06 MI 1 at 4 ayr D w 0 A �a w D z wrn O f� ff 0 J NW 1/4 SEC 19, T23N, R 5E, W.M. SEE SHEET 1 SEE SHEET 1 �) )1`vi r67(R FFE 27.59 I I i I I) 131 I Iw I I I I I Xn� =1a4 1 i t 35.9' 'n6I� I 14 T.S.1 I 15G 6 S 0 t TENNESSEE GROUP, LLC 1 I 34 39 + ++ i 11 J,I r P' 1 I MCLENDON HARDWARE, INC G 15' UTILITY EASEMENT PER REC. DOOR ' 8.1 14 �s.l - I j I QI + ++ f 'NO. 9704011446 w TAxi 19HARDoo -07 , , FFE =zOOR / / �I ( hs b>s?�''d I I V I I I SHT. 1_I. 1_\I. - _J- MATCH LINE - - - . - - yl LJI_ �M -. - - -- - . - . - . - -- -- - - .. B Zn. _ • . SHT. 2 1 -1/2" IRRIG.WM(R) a -f i A/C \ I li I L- ------------ ------- ------------- -2 -�R� 1•, I i - _ I I I I ICI I \ill I I II II I I I �lI I TEE #z- 3- 9- 64E)111 i l I j \N) r 1 I FDC Div �I� '�1 I I I I 111 PA' II III l I I I I I II r4 P.s . 1 • T 8 "W(P)(FlRE) i t 1 =2 1 r- + + + +4 -+a-H �j�I 1 +4+ 4- 4 +� ++16a2f CB(TY II -48) t.;, III I8- X-W(R)(DOMESTIC) b. b.l \ I I I I 113 I.N. I I I- ' IE 19 9(N) (IFH I I �o I, I I I I I I i 1' i 1 �v 0.WWrIM VI 1� I I 114 IS I IE= 19.G(S) BTM =17.1 FINISH FLOOR --� 39 36 ELEV. 27.40 3'x 240' FOOTINGS EASEMENT I 1 I / I 1 I I I DOOR FF =27.59 PER REC. NO. 7212110331 _ 17 / 15.6' 1 Ij I 3.9'x6' 1 • I FF=27.59 CB(TY II -48) LANPHERE PROPERTIES, LLC TE =26.37 I + 'I , A/C �Ro- = FOUND REBAR /CAP 20.01 ODOR , I IIII N88' '08 "W 24 P T T FFE =27.82 I: { I i / l l "s RELINQUISHED PORTION OF I j j{! •• \\ 20' SEWER & UTILITY EASEMENT Y// DOOR W '� �1 114 !(S 1 1 �I I 1� 11 I P+ I I i l 14 1 1 1 PER REC. NO. 20100611001178 Y //� FFE- =27.82 0 ( +� +, �+ 1�. In VCB(Ty I I 1 I\ I 1 - I DOOR 8. t1lkl 11 14 d.S.l l I I Ip IIj ICI I i / FFE. =27.62 I� I e_�•I ' I I I IIi<I - -- r --�I I) \ "/ IE= 19.4(N,E) (' LS 28072(typ.) rrmu.w 858 LINO AVE SW DOOR 4" liJ1� PAY PHONE I 1 t f •7�p)" =- -- -- ,y TE =23.95 TAX/ 192305- 9067 -08 ]E=19.5(SE) i. DOOR FFE =27.53 FF 2750 PI 9 / ,. 8 1 �1 IE= 21.5(E) 1 BTM =17.9 1 16 5.2'z86'_r 53.x8.4 302., 52x8.5' _ // 213;8• - IEDE-Im� 1Ti ' -1 N89VS 59'W 1' /TI I I I I I BI -Mz 90(N¢ &s�Y)I i I II I FOUND R LS 8072 \ . -. f --y, .- 1 17 ®'2 \ 1t I I I� li 1 _ M: 1 I I T I I I I, 11 V 1 1 1 1 3$ Pas. LAT. 4728'17.71726" A. � 'j � �� - ' - ' / -' e z STRI Ati - - LONG. 122'13'19.06951" 1 ` STOP 72 "ADS N - -- F27)- N88(31-- - - - -.J - $�9.�$" ( ,,ate / - 1 / •ADS Y SIGN \ �. 1 I J i F- /-�, /, r' \ N C I " \:.. TEM26.80 �� , wWdH 6-PER �'� i - l -. _ CB TY I ,CS(T' Q SSMM CB(TY 1)... 1 d 15' UTILITY EASEMENT PcR IE= 19.5(SE) j 47•'j�V� _� �\ ...pl �i�/ 3415' UTILITY EA6�ER - .V //� TE =26.32 TE =25�4� TE 2414 GB(TY Q NO. 9704011446 ( i - / IE =21.5 IE= 17.6(N) IE- 21.0(SE) TE =24.14 CMP RISER =21.3 I { -26 �y • ' NO. 9794011ig620.8(E) I/ /1 IE- 17.5(S) \ BTM =15.2 0 -tt5} // BTM =21.5 \. �--; COC =21.0 I1 CC SAND UTILITY EA$$EEMEg-T Bil'�i 189-� //'j INGRESS/E EASEMENT \ 1 �' BONNELL REC. NO. 960201p476 ® V// PER REC. NO. 421000319 A/C �c.' J M 757 R �2 9_ \26)' (PARCEL EZ) /� BONNELL FAMILY, LLC 1// ^ C1" (PARCELFZ) gtSSMH y m ,- sroRrc \ 749 RENR�0A5 E' //� 1 24 %�`- - calu>(4otd)E � iTicESE�'C�.86'. '" FINISH FLOOR TAXp 1 _ S " �25 AX/ 192305 -8 09 //� 20' SEWER &��RU} EASEMENT :25.87 ---------------- - - - - -- �- //' 1 =':.- .29 / PER REC. NO. 111601 '�i '?" NI(Pi�� SMH IE= 20.3(W) /U'(cdle)+o I/ /� �1'%;,� / I / //: „/ H �' �� _:^„ s•� cocZies 1ts•., 362c TE= 25.29, + A/C .t .I-- \ �, , IE- 20.1(W,Lyyp�•pN0 ERINpGERCE�SISy/ /EGpRESSr EASEMENT // J V, - k�° 7 �...: S 1 X48:7' e 'GM . p / \ BTM =18.6 \ O PAINTED PPARKING SPACE421000319 I // �% 1-' �.' RE 27111 TY TI -48' -. ^-z ' CA(TY 11 -48) (PARCEL EZ) / / /, R) i° A\ C I �� i_.. 7 �• IE�237iEi �^ _.C8( ) ( \y' TE -25.37 '. / 28 ...-.. h �tT . I A/C __ ..- . -.q- "• { IE 233(W) IE =20.3(W) �'• S IE =20.0(N) 1�L\` i 2yi', 655._ - `r2W� IE =20.1(E) 5x'wM 1 QIT PER REC = =�� _ f 2 BTM -18.7 \ ! �\ TY EA - 1 1_ \ 1 3415 USUpp11446 CB(TY I) 1 ..\ ( 970 i 1 -.1 i 1 _ -` 1 -STORY TIE-24.55 1 \ 9 1 \ NO / j r / .. �� t -m• 1 1 -"SSMH 1 I .: �_,.... 1- CONC. BUILDING IE= 20.1(E) - 1.._2- iy ._'Cg(7)' I) TE =25.56 "NN " -, ��(R) V J I W BTM =18.6 1 v \ ,�. TE =27.34 IE= 15.4(Nn S,c°CO w1 C9(TY 1) I L3J IE= 494( " ' CB TE =28.58 t \ ( f (TY 0 I _ .-TTEE( � 64 i ' r-. f i SSoO " ,i; ! . , 1, E 23.9(S) I (n T &J. LLC c ` , , s(Tr 0 IE za.t(E w) _ UE , - 8 �5 ` l w RENTON KIA FINISH FLOOR j u' , - .� TE 27.68 I �'� -©' IE= 23.5(W) { "" 'f -` ,:12 I L �-(''L8)� FINISH FLOOR IE- 23.4(E) I 900 LIND AVE SW �ELEY. 28.70 I r ) }•-• IE 243(E,S) 'S I LyJ - 9047 -03 1. SSMH TAX/ 192305 _. .... -- %SS4 ELEV. =28.65 "} M TE 2757 COC =15.7 I W "5O i2 ADS 55CO OIL /WATER SEPARATOR I I N J d FOUND MON. IN CASE /i I ®22 40' WIDE INGRESS/EGRESS EASEMENT PUNCH IN 3" BRASS I �`/ i URzo 1l 1�' "I -� l PER REC. NO. 9203271611 I 1- S f- DISK IN . U.4 -"� z7 ` (PARCEL EZ) z7 GREEN WELL /RENTON, LLC I v=i F o) UN. o.a'`�r {z7' �Ig i TAXi 192305-9080-01 i < S. W. 10th ST. 36' WIDE INGRESS/EGRESS EASEMENT A/C i PER REC. NO. 9207202037 A/C oowuja I (PARCEL EZ) ..LANE STRPE\1- I J I I I II 1 1E'z1 TE =2 7.BS a II -48) (E)® A/C I TE =2 - 11 =21.0(E) q (R), JBTM=19 0Q° =20.0 14 -; $ �(TM 0 d GREENWEL/N'TON, LLC D(zoHl OIL7ATER o SEPARATOR TE =27.7 1 TAX/19730- 2 -09 JI I " IE= 25.6(S)� o J3e� I u•(PO'x0�+'--- (28 }I- RE(2793 ( ) (� • Jmw I ® /:... I IE 259( 4_� -. ,� TE= 855 (21N) IE= 22.6(N) w A A/C IE= 22.5(S) Y n' '- BENCH MARK "F" i N I W (FOUND CHISELED SQUARE Ld i AT S.W.C. STEEL BASE X I) m fy� _- � ' tP SM �77K7' I OF TRANSMISSION TOWER i IP L1.1 I NORTH SIDE GRADY, (ztlx0 I S79P-- rte{ t65p CB(TY:I WEST OF MAPLE -� ✓'- BAIT, ELEV. 29.7 j 6`71CP r.H JIE =25.9( 1 I z "B "CfyP(? = .' �1 TE =28 �U ' 1 1 IE N Q IE =20.6( " SOH r; BTM =19.1 ca TEM8 45 IL (28) Z <0NE On vy�o YOn d' I I O z of y Y nw = j 00 P FZ Q J •ii (n Of W w6 p 5 �. Z W ?3n` y S �T' °nHa m Lo § 3 OW w Lu T- > (n Ln Q HW 0 z F- W � Zm Q Q o Z O = 0 Y J F- R= 373403 Q I- J z Q Q o 0 - IE- 0.5(E) l" I Lu Z IE _q(S) / h TMH �(�'x0 S.W. WFOOTDINDE, 6-LANE ARTERIAL, Lu TM��= =19(.0 ASPHALT PAVEMENT, FAIR CONDITION `-{ ' I SPEED LIMIT - 35 MILS PER HOUR tram by chocked by 7� `STOP BAR JBK /JMH JMH /JJM DOUBLE YELLOW LANE STRIPE Nde deb 2 -FOUND W BRASS GRAPHIC SCALE 1 " =40' 9/11/12 RODS W/ PUNCH a o zo w eb 1eo �. ON. 0.5' 2009108.06 IN FM) 1 inch - 40 ft Mee1 2 e, 4 F D -3 w 0 m u m N O �o w z wm °z I w z J M 19 N to 5.71 Q L4(S) LNJ MEN-T PQi- (JJ 110404415- W Ld w V)'a cie A/C < \� 1 1 1 1 1 1\ 7'2 F. I I I \ ++ {�+-+ I I I II I I I_LJ -I- L, I ,I_L' - F- t -t-tt- "Y"I' I I I I yriii i -i i 7'T' I 1 1 L'4 F'Si I I I I I \ F 4 4� F- ++ g + 6 IR.s1 I I -19 . E) I' 1119.4Sd.; B,M =18.4 `- I---- 2-- =(\_ -- NOT FOUND I 111 �- I I I I �• I I I ,' ,j �1�� 1 1 1 1 I I I (I I I• P4 P•�I I F(I I I`_< lu I� P• €. I I i" 141 51 IPI I I / 11 A/c 11 SB8 45'24'1 ' I I I III I I I I 1��4I 1 1 1 1 1 1 1 + I I I III 11 I I I I I h4I`5JTL I I I I I I� JI I I I I LT IIII I I },• I I\ I 1 1 1 1 1 1 III I I :IIII I I I \\ I F 11 7'4 F'Si I I I lu 1 P')~ I \I -I- I + I+� +4-i- 1- 4 -1-I +4 ill +f -t+ A I I 111 1 h4 IP.SJ I 1 /Imo, I / '.III 171 P.?;. I I7'\ • I I l i l i l I I I I I � I I I, i' I'� I I I I I `'�. / I CEL 11 TED( = 2x3.94 F "i A" 18.51 IF 5�1 I 1 1 I�15" 1 I I. I I..L _13510' 1 I I I. I "�4 P -si�T -1 -1- (' T IC8 TE (25482 �\ I \ I I I/ I iL18.s�" 1 y� 1' I I/ n 02 F.• LLJ w 14-• 11\ I ! I I I /' I�IgE 2. CITY I�w 1 TiBAiN) a SEE SHEET 4 J CB(TY 1) TE =2441 NW 1/4 SEC 19, T23N, R 5E, W.M. PARCIL2 LEASE AFE06 THAT PORTION OF LOT 1 OF BILLY MCHAIE'S (CITY OF RENTM) SHORT PLAT NO. TE =2.6( IE= 9.3(W) I 1I IT LUA -G4- 027 -SHPL, RECORDED IN VOLUME 171 OF SURVEYS, PAGES 124 THROUGH 125, UNDER IE= 22.6(N) IE= 9.6(8 "S) yl}.(V�\I,(I/,1 \`7�� I SITE NOTES ZONING: C-A •COMMERCIAL ARTERIAL• RECORDING NO. 20040503900002, RECORDS OF KING COUNTY, WASHINGTON. MORE HYDRANT IE= 22.2(W) CB(TY 1) 33 PARTICULARLY DESCRIBED AS FOLLOWS ' SIDE IE= 21.9(S) SEE ADDRESS HARDIE TE -24.9 225 SOUTHWEST 7TH STREET ZONING AGENCY: SSMH IE 22'0( II I p SDMH .32 241 SOUTHWEST 7TH STREET CITY LO RENTON S BEGINNING AT THE NORTHEAST CORNER H SAID LOT 1; p;� COC=254 RENTON WASHINGTON DEVELOPMENT SERVICES THENCE SOUTH 897829' EAST, ALONG THE SOUTH MARGIN OF SOUTHWEST 7TH STREET, A TE =25.56 �' , �I '�` COC =20.0 1055 SOUTH GRADY WAY DISTANCE OF 99.14 FEET: Y 1) #25 COC =17.0 / I� i \ CB(TY II -48) $34 TAX ACCOUNT NOS.: RENTON. WA 98055 THENCE SOUTH 0173'40• WEST, A DISTANCE OF 136.30 FEET. 05.40 • TE =24.68 192705- 9048 -00 (425) 430 -7200 THENCE SOUTH 88'4524• EAST. A DISTANCE OF 306.13 FEET- _1=4U6 2 S) PP IE= 21.9(W) 192305 - 9072 -01 THENCE NORTH 0056'07• EAST, A DISTANCE OF 138.53 FEET TO A POINT ON THE SAID SOUTH H SETBACKS AND BUILDING HEIGHT: MARGIN OF SOUTHWEST 77H STREET, IFE ig 4� REFER TO CITY OF RENTON ORDNANCE #5457 EFFECTIVE DECEMBER 18, 2008. GENERAL THENCE SOUTH 897829• EAST. ALONG SAID SOUTH MARGIN. A DISTANCE OF 39.97 FEET: MATRIX CONDITIONS (4-22 -120A) WILL APPLY UNLESS REGULATIONS FOR 'BIG -BOX' ARE MORE THENCE SOUTH 0115'01• WEST. A DISTANCE OF 40.39 FEET; .- - ( RESTRICTIVE SEE DISTRICT •D• REQUIREMENTS. SEE SECTION 4- 3-10013 PART 2. THENCE NORTH 88'14'59' HEST, A DISTANCE OF 9.89 FEET: LB(Tyl Z -� " H ''"' - TEM25.75 THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION INDICATES 1HENCE SOUTH 0174'17• WEST, A DISTANCE OF 18.38 FEET; M y'(��-H =7ETm2 05:- - THAT STRUCTURES ON THIS PROPERTY COMPLIED W17H MINIMUM SETBACK AND HEIGHT THENCE SOUTH 005575• WEST, A DISTANCE OF 85.41 FEET. y� -IE =22.7(�E y T��_=- ?'36 -' -� . "5 1 _ IE= 19.4(E) REQUIREMENTS FOLLOWING CO NSTRUCIION. THENCE SOUTH 88'46'24• EAST, A DISTANCE OF 225.44 FEET. COC=10.1 THENCE SOUTH 0174'37• WEST, A DISTANCE OF 72.41 FEET, -TE-21.9 N - - FLOOD ZONE: THENCE NORTH 88'38'23• WEST. A DISTANCE OF 80.70 FEET: FOUND MON. IN CASE (1995) THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAR. DATED MAY 16, 1995, NAIL IN CONCRETE COMMUNITY PANEL NO. 530330CI F, AND IS SITUATED IN ZONE •X•, AREA DETERMINED TO BE THENCE SOUTH 0173'3• NEST, A DISTANCE q: 30.04 FEET CITY OF RENTON #60 OUTSIDE 500 YEAR FLOODPIML THENCE NORTH 88'49'24• WEST, A DISTANCE OF 151.74 FEET; SDMH /24 (HOLD FOR ALIGNMENT) TL=-25.70 HORIZONTAL DATUM: THENCE SOUTH 0175'54 WEST, A DISTANCE OF 46.11 FEET; T25.70 THENCE NORTH 88'45'24' NEST, A DISTANCE OF 401.02 FEET: BEARINGS ARE BASED ON CITY OF RENTON DATUM USING CPS STATION •60• AND CPS STATION _ i m IE= 18.0(N) 764.• (NORTH 8978297 THENCE NORTH 0114'37• EAST. A DISTANCE OF 30.00 FEET. tE- 17.4(5) THENCE NORTH 63.09'40• WEST. A DISTANCE OF 52.45 FEET, r II II p i IE =16.4(W) VERTICAL DATUM: THENCE NORTH 0174'3r EAST• ALONG SAID NEST LINE, A DISTANCE OF 23687 FEET TO THE �, I 171P$ I I I� I �� _, I' `p•" I o ELEVATIONS ARE BASE) SIDE QTY TH SCUT CONTROL STATION N ALL 3 -INCH BRASS DISC IN POINT OF BEGINNING. - 1 x(25 >L - .�' RAINER CONCRETE A WALK, NORTH ST. OF THE SOUTHERLY DRIVEWAY AND ALL ON THE EAST SIDE OF TE= 25.022 e r 1` r .0 •.. i II RAIMER AVENUE SOUTHWEST. THE ABOVE DESCRIBED PARCEL CONTAINS 104,527 50. FT. (23896 ACRES). YDE OR LESS IE= 23.2(N) I ., I ELEVATION -27.87 FEET (8.494 METERS) •„ I.I,I 14.9'.; AREA: SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 12 all PARCEL 1 SITE AS SHOWN CONTAINS 399.785 SO. FT. OR 9.1773 ACRES, MORE OR LESS If I' PARCEL 2 SITE AS SHOWN CONTAINS 104,527 SO. FT. OR 23996 ACRES MORE OR LESS. LEASE AREAS 1 ! 2 COABBER COMBINED TOTAL AREA CONTAINS 504,282 SO. FT. OR 11.5769 ACRES, MORE OR LESS THAT PORTION OF GOVERNMENT LOT 1 IN THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP II il. 23 NORTH, RANGE 5 EAST. WILLAMETTE MERIDIAN. IN KING COUNTY. WASHINGTON, DESCRIBED PARIONG SPACE COUNT: AS FOLLOWS: TOTAL PARIONG SPACES 903 STANDARD INCLUDING 35 HANDICAP ACCESSIBLE SPACES SUBSIRUCTUPES: COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION: x III I SMH BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS MAPS FURNISHED BY OTHERS AND THENCE SOUTH 23'12 NEST A DISTANCE OF 873.45 FEET ALONG THE EAST LINE THEREOF I. 1p II TE =25.08 VERIFIED WHERE POSSIBLE BY FEATURES LOCATED IN THE FIELD. WE ASSUME NO LIABILITY FOR TO THE NORTHWESTERLY LINE OF THE FORMER NORTHERN PACIFIC RAILROAD RIGHT -OF -WAY; II .. IE= 20.80 THE ACCURACY OF THE RECORD"'• FOR THE FINAL LOCATION OF EXISTING UTIUTIES IN AREAS THENCE SOUTH 7727'29• NEST A DISTANCE OF 51.51 FEET ALONG SAID NORTHWESTERLY LINE ,A CRITICAL TO DESIGN CONTACT THE UTILITY OWNER /AGENCY. TO THE NEST MARGIN OF RAINIER AVENUE SOUTH; THENCE CONTINUING SOUTH 7727.29• WEST A DISTANCE OF BL66 FEET / I B(TY I) TELECOMMUNICATIONS/FIBER OPTIC DISCLAIMER: THENCE NORTH 0123'17' EAST A DISTANCE OF 61.00 FEET: fl it TE =24.75 RECORDS OF UNDERGROUND TELECOMMUNICATIONS AND /OR F18ER OPTIC LINES ARE NOT ..LL 1 ( IE= 18.8(N,S) ALWAYS AVAILABLE TO THE PUBLIC. BRH HAS NOT CONTACTED EACH OF THE MANY THENCE NORTH 8876'48• WEST A DISTANCE OF 50.00 FEET: °CM I THENCE NORTH 0123'12• EAST A DISTANCE OF 99.21 FEET TO THE TRUE POINT OF BEGINNING COMPANIES, IN T- COURSE OF ERLS SURVEY, WHICH COULD HAVE UNDERGROUND ONES WITHIN III li % B(TY I) ADJACENT RIGHTS -OF -WAY. TfEREFORE, SIN DOES NOT ACCEPT RESPONSIBILITY FOR THE THENCE NORTH 88'38'08• WEST. A DISTANCE OF 239.73 FEET [ I / TE =24.83 EXISTENCE OF UNDERGROUND TELECOMMUNICATIONS AS nEIM OPTIC LINES WHICH ARE NOT MADE THENCE SOUTH 0056'37' NEST, A DISTANCE OF 105.27 FEET; IE= 23.3(5) PUBLIC RECORD WITH THE LOCAL JURISDICTION. ALWAYS CALL 1- 800 - 424 -5555 BEFORE CONSTRUCTION. THENCE NORTH 69U5'Sr NEST, A DISTANCE OF 7.82 FEET: THENCE NORTH 8858'5r WEST, A DISTANCE OF 519.05 FEET GREASED { {�(j� %il i UTILITY PROVIDERS THENCE NORTH 0174'3r EAST. A DISTANCE OF 517.57 FEET TRAPS O N 74.6'• 1�'. IIJI I SANITARY SEWERS. STORM DRAINAGE, WATER: THENCE NORTH 3'08'40• WEST. ADDSSTARCE OF 5245 FEET TO A POINT ON THE NEST LINE ,n CITY OF IEN70N OF LOT 1 OF BILLY MCHAE'S (CITY OF RENTON) SHORT PUT NO. LUA- 04-027 -SHPL, DEVELOPMENT SERVICES RECORDED IN VOLUME 171 OF SURVEYS. PAGES 124 THROUGH 125• UNDER RECORDING NO. aa11 !I �_ i 1055 SOUTH BRADY WAY atb.aRA MAC, INC. C 1 1 .: CB(TY 1) RENTON. WA 98055 2001050390000$ RECORDS OF KWIC COUNTY; c 105 SW 7TH ST I I TE =24.85 HARDE AVENUE S.W.: (425) 430 -gyp THENCE NORTH OF SOUTHWEST EAST, ALONG SAID WEST ONE, A DISTANCE OF 235.87 FEET 70 THE O1, I? If-STORY WOOD BLDG. I rt I IE= 22.3(NE) FOOT WIDE, 4-LANE COLLECTOR, SOUTH MARGIN OF SOUTHWEST 7TH STREET; C.S. 5.541 SO. FT. I ASPHALT PAVEMENT, FAN CONDITION POWER AND NATURAL GAS: THENCE SOUTH 8970'29• EAST. ALONG THE SAID SOUTH MARGIN. A DISTANCE OF 99.14 FEEL' 3 TAXMI 192305 - 9017 -09 8.0 1 .0 5.8' SPEED LIMIT - 25 MANS PER HOUR PUGET SOUND EERGY THENCE SOUTH x13'40• NEST. A DISTANCE OF 136.30 FEET: PL <i 7 (POPEYE'S) m ( . -. __. 765 110TH AVENUE NE THENCE SOUTH 88'4524• EAST, A DISTANCE OF 306.13 FEET: w G n y II '- - -L p (TUyy_WZ 98 THENCE NORTH 0056'07' EAST, A DISTANCE OF 138.53 FEET TO A POINT W THE SAID SOUTH 59.6' 1 �( 111 II (8811) 225 -5773 MARGIN OF SOUTHWEST 7TH STREET, THENCE SOUTH 8970'29• EAST, ALONG THE SAID SOUTH MARGIN. A DISTANCE OF 39.97 FEET; CB(TY 1) TELEPHONE THENCE SOUTH 0175'01• NEST, A DISTANCE OF 40.39 FEET Hp(26 ' I .1 I' TE =24.74 - CENTURY LINK THENCE NORTH 88'4459• NEST, A DISTANCE OF 9.69 FEET; T�� r - _ _ . `` I I: • I' IE =23.9(E) 0 SEATTLE, WA VENUE THENCE SOUTH x14'17' WEST. A DISTANCE OF 16.36 FEET 1�P(26Np 1G� I_ L. 3 _ LJ (80D)'244 -H11 THENCE SOUTH ao5575• WEST. A DISTANCE of 88.41 FEET; 4 /QA/ r PV - •• p / • THENCE SOUTH 88'45'24• EAST. A DISTANCE OF 225.44 FEET: : 4 � - v / I DESCRIPTION: THENCE SOUTH 0174'37- NEST, A DISTANCE OF 7241 FEET: BIONNIELLHi P.I;. I I I I N I I a�' _ PARCEL +AT Portn GF GOVERNMENT LOT 1 IN THE NORTHWEST QUARTER OF SECTION 19, TONNSRIP THENCE SOUTH 8878'23• EAST. A DISTANCE OF 146.62 FEET AtTiiLYI LLB I I I I I I� I W /,% r F2*7 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY. WASHINGTON, DESCRIBED THENCE SOUTH x74'38 NEST, A DISTANCE OF 114.44 FEET • ) - I) / _ _ S STY v / i AS FOLLOWS: THENCE SOUTH 884524• EAST. A DISTANCE OF 19.33 FEET; V1023QSy91Q4-03 � I I - �; � ®� - r � � ' „vQ THENCE SOUTH 0174'38• WEST. A DISTANCE OF 18.31 FEET. 'BU➢➢\ N I Z t CB(TY 1) ! � `b COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION: THENCE SOUTH 0173'55• EAST, A DISTANCE OF 13.38 FEET. I I I n i� h TE =24.77 (74. I) THENCE SOUTH 0173'12" WEST A DISTANCE OF 873.45 FEET ALONG THE EAST LINE THEREOF THENCE SOUTH 1126'39• WEST. A DISTANCE OF 360.5 FEET. TO THE BEGINNING OF A CB(TY IJ I I �' IE= 23.4(E,NE) - / .TIE =�q•2p TO THE NORTHWESTERLY LANE OF THE FORMER NORTHERN PACIFIC RAILROAD RIGHT -OF -WAY; NON - TANGENT CURVE. CONCAVE NORTHEAST, HAVING A RADIUS OF 14.56 FEET. AND FROM I I I I I I TTEE PL'22 O ./ THENCE SOUTH 77Rr2B' WIST A DISTANCE OF 51.51 FEET ALONG SAID NORTHWESTERLY LINE WHICH THE RADIAL CENTER BEMS SOUTH 774443• EAST; 15 P 4. 7 I I / I� 1 IE= 23.3(N,W / �E21.7(N,S). ,0 TO THE NEST MARGIN OF RAINIER AVENUE SOUTH; THENCE SOUTHEASTERLY 26.14 FEET ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF I I •st 1.9{12 IE =3z.al I I Q I IF I .. `� THENCE NORTH SOUTH 7727'21 NEST A 61.00 E OF 89.66 FEET: THENCE S THENCE NORTH x`2372• EAST. A DISTANCE OF 81.00 FEET: THENCE SOUTH 8873.48• EAST. A DISTANCE CU 98.48 HET: ,� II Q_ n THENCE NORTH 867648' WEST. A DISTANCE OF 50.00 FEET: THENCE SOUTH 88.44'59• EAST. A DISTANCE OF 3.58 FEET; 24-'E .�. // p CB(TY I) THENCE NORTH 01'2372• EAST. A DISTANCE OF 99.21 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 0115'01• EAST. A DISTANCE OF 16.43 FEET TE =24.05 THENCE NORTH 8SWOlr MST. A DISTANCE OF 239.73 FEET. THENCE SOUTH 88'44'59' EAST. A DISTANCE OF 33.41 FEET; . ) I i I ✓'j .�'V IE =22.0 1HENCE SOUTH 0056'37" WEST, A DISTANCE OF 10627 FEET; THENCE SOUTH x23'12' NEST. A DISTANCE OF 38.56 FEET: / (6•CONC E) THENCE NORTH 89'05'57' NEST. A DISTANCE OF 7.82 FEET, THENCE NORTH 887648' NEST. A DISTANCE OF 157.02 FEET; 1iO p.S1 I I I Q THENCE NORTH 885871' NEST, A DISTANCE OF 619.05 FEET THENCE SOUTH x23'12 WEST. A DISTANCE OF 128.79 FEET TO THE TRUE POUND OF 31" WI 1 I I I ! i= / HP(4tlx0 THENCE NORTH 0174'37- EAST. A DISTANCE OF 517.57 FEET; BEGINNING; ,,.i I 3m, (/� I • 1 '.� THENCE SOUTH 88'45'24• EAST. A DISTANCE OF 401.02 FEET: Wmm THENCE NORTH 0175'54' EAST. A DISTANCE OF 46.11 FEET, THE ABOVE DESCRIBED PARCEL CONTAINS 504,292 50. Fi. (11.5769 ACRES), MORE OR LESS -Do �. 11 i ( / �� THENCE SOUTH 88'49'24• EAST, A DISTANCE OF 151.74 FEET; SITUATE IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. I I/ I - I Ma' I / / THENCE NORTH x13'53• EAST. A DISTANCE OF 30.04 FEET: TITLE REPORT REFERENCE FURNISHED / < I 11 4'7�QyMn - THENCE SOUTH 8878'23• EAST. A DISTANCE OF 207.32 FEET . V' I'y / STEWART TITLEW NSURANCE COMPANY• FIFTHTCOMM17MENT INO. 984881. DATED AUGUST 22 H N 1 'I r VVV THENCE SOUTH 8174.36• NEST, A DISTANCE OF 19.33 FEET: P.�. I I - aI � j _ THENCE SOUTH 88'45'24• EAST. A DISTANCE OF 19.33 FEET: 2x2 THE EASEMENTS SHORN OR NOTED HEREON RELATE TO THIS Cd/MITYENT. / THENCE SOUTH 0174'38' WEST. A DISTANCE OF 18.31 FEET CB(TY1I CB(TY 1) THENCE SOUTH x73'55' WEST, A DISTANCE OF 153.38 FEET. NOTE EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED THENCE SOUTH 1126'39' WEST. A DISTANCE OF 35.05 FEET. TO THE BEGINNING OF A HEREON. - - 1 , t. `. �\ / TE =24.43 8«W) A/C - a 1 y \, t� , -' 122.4 -TANGENT CURVE• CONCAVE NORIFIEAST, HAVING A RADIUS OF 14.58 FEET• AND FROM I 2\II (6•CONC E) WHICH THE RADIAL CENTER BEARS SOUTH 7T444r EAST. TITLE REPORT SCHEDULE B EXCEPTIONS :M�i'8 w I N ` , fl t / (r _• THENCE SOUTHEASTERLY 26.14 FEET ALONG SAID CURVE. THROUGH A CENTRAL ANGLE W IDEALS CIRCLED ARE SHORN ON MAP. CB I ' r �! Cp(TY 1) 1025130•: 21. IT IS OUR UNDERSTANDING THAT A SHORT PUT INVOLVING THE PROPERTIES HEREIN =25 9 r / TE =24.03 THENCE SOUTH 8873'44 EAST. A DISTANCE OF 98.48 FEET: DESCRIBED MAY FORTHCOMING. UPON COMPLETION OF SAID SUBDIVISION AND TE =2 (g) ,� APPROVAL O' THE SAME BY THE PROPER MUNICIPAL AND COUNTY AUTHORITIES. INCLUDING b • `7 any / IE= 21.1(W) THENCE SOUTH 88'44'69' EAST. A DISTANCE OF 3.58 FEET: THE RECORDING OF SAID DOCUMENT. THIS REPORT WILL BE AMENDED TO REFLECT CHANCES N r, p %( IE= 20.9(N) THENCE NORTH 0115'01• EAST, A DISTANCE OF 16.43 FEET. THEREIN. SAID SHORT PLAT SHOULD BE EXECUTED BY THE FEE OWNER AND THE FEE 3 •`� p -- 8(FTY I _��_ �" . f/s QO % ,` � ' E- 20.8(S) THENCE SOUTH 88'44'59' EAST. A DISTANCE OF 33.41 FEET: LENDER. TE *25. uR THENCE SOUTH 012312' VEST. A DISTANCE OF 38.56 FEET; 27 IT IS OUR UNDERSTANDING THAT, SUBSEQUENT TO THE ADJUSTMENT OF ONE OR MORE 7 I4-Ni _ E124. (W)`,, / y ° P THENCE NORTH 86'36'48• WEST, A DISTANCE OF 157.02 FEET: COMMON PROPERTY LINES WITHIN THE PROPERTIES HERON DESCRIBED. THAT AMENDMENTS :MEND RR" 1 I THENCE SOUTH 0123'12• WEST, A DISTANCE OF 126.79 FEET TO THE TRUE POINT OF TO A LEASE OR LEASES OF SAID PREMISES MAY BE FORTHCOMING. A PROPER TEASE MUST BEGINNING, BE EXECUTE) AND RECORDED, OR IF A MEMORANDUM THETECF IS TO BE RECORDED. A 11446 ,I �.: 7'i\ R�� f� CONFORMED COPY OF THE LEASE MUST BE SUBMITTED AND THE POLICY TO ISSUE WILL BE V 1"15'(!11" E V % J / // THE ABOVE DESCRIBED PARCEL CONTAINS 399.765 SO. FT. (9.1773 ACRES). MORE OR LESS SUBJECT TO THE FOLLOWING: 11pq. I I I `� �� t ; I /i PTE TERMS. COVENANTS CONDITIONS AND PROVISIONS OF THE LEASE REEPoRED TO IN S. I \ � SITUATE IN THE CITY OF RENTON. KING COUNTY. WASHINGTON. SCHEDULE A AND THE EFFECT OF ANY FAILURE TO COMPLY WITH THE SAME' CB(TY 1) 24. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: E 20..06 RECORDED: NOVEMBER 25, 1966 RECORDING NO.: 6111601 LMA Y' IGN / I ` N FAVOR OF: CITY OF RENTON \ / �� FOR: SEWAGE PIPE LINES AND ANY OTHER PUBLIC UTILITIES AND SERVICES EL POs 5 5 '� /{/ p� //V AFFECTS: PARCELS 1 AND 7 • w • � N / / i %1/iy PARTIAL RELEASE SAID EASEMENT AS TO A PORTION OF PARCEL 1 IS RECORDED UNDER 188 W i 157.02 / �I�V RECORDING N0. 20100611001178. SEE SHEET 4 GRAPHIC SCALE o p 3 SH T. 3 0 = MATCH LINE SHT. 4 73 4 (u7' LBEI ) R - 1 inch 40 TL Z N ammo vo O111V xw N�NZ �m U C3 (� z J to La w W Zw� 0 Z << w oan J �3N r H V N o<° NHW m 3 zz a z `L z O z w ir 3'awn by cherke4 by JBK /JMH I JMH /JJM 1 " =40' 9/11/12 Job No. 2009108.06 �„1 3 a 4 �y D O (A W ADC ''^^ LLJ ' w - w (n L0 Q N Ld w F E W of Z O Q ) y CJ VI (n U af < L Q QJ Q` 7 Cfi 3 zz a z `L z O z w ir 3'awn by cherke4 by JBK /JMH I JMH /JJM 1 " =40' 9/11/12 Job No. 2009108.06 �„1 3 a 4 �y D ADC �o ' w w z zz 1F o: W } a J �EWWWT33 C Y� } a Y•�N \ I I I I Ir/ IcBI 1482 I \ I I I I'�,YI �I PI�Laa 1� TE It- O.3(SE&SW). , aF14.56, zo z(Nw). i \ / L =(26.14 I / 1 1 1 1 A�102'51'30� s s S 'Of T i/ I I I I 1 III I r P 4 1 J I I ,I/ r2 P54 I III I( / C4 -4 -4- 4�� -i- ++ + + 4-4+ 4 / h6 Mlw I I I I ' I I/ 131 I I12,P. �AET\I� / 8-1 IIRE O. 960 01 91 \ _ .1 '12'ADS (PARCEL EZ) CBTY �TE( 396 )) _� —= I° "•PE I IE 20a4(�E)Ia I I I I\ ) pQ N I I I I d r4 P-s1� =2 . a.t) I I p .;i I _�$ Mw F- + -+-44-f � � 3ekzlk Wy + F I- + W -� I I I/I 114�s1 �NI 43 I VIP ., W P. I i l I I 1 I I X I I h L"s (n Nas 4p utrw 42r> 239.7 ' N T.P.O.B. [ K.0 PCL NO p Iw I I I I H l \.f I I: I I I /j I tp2fVj g04f I JIU V) El P.� I I I I\ 11 1 I I I/ 1 112 f.Si 11 y \( :w • MW Q • amw Q TURBINE r.W wMW 0-i' ACCESS ,y1 &mw Q Q - 23:85... N _. w \MW ..-.. .MW.. wMw 8 "CP A/C _,CF , .Mw ?I 1d P.l I I I I I I I I h2 b.SJ VI I I I I I Ejj I I I �.I 1 I/ CBTY TE( 395 \ l / �,�Z. '•. IE= 21.5(E) 1 CB(TY 1) \ , I I I I B -2 1TO I 1 3$ Pas NW 1/4 SEC 19, T23N, R 5E, W.M. SEE SHEET 3 + t Lzdl PD) S EL POS 555'/r 1 157.02'/ p! 11, 1 / AIR �i DISPENSER ' >- \ .Mw M NN ,M CH MARK 'B' 2009108.06 z9n "J .Mw 1_I-LI -J <mo - z> =�xo� 1 Z _j 0 g /r` , 24.681 .0(W)1 .m o xGl ;.o y�r..; N -. NW 1/4 SEC 19, T23N, R 5E, W.M. SEE SHEET 3 + t Lzdl PD) S EL POS 555'/r 1 157.02'/ p! 11, 1 / /15' UTILITY EASEMENT P REG 264.7 \ 1 / / / /��! - •' / /�`. - `� y' NO. 9704011446 - 1,a) "' FLOOR FAMILY, LLC � HFV: i6- 757 RAINER AVE S I 1 -STORY CONC. BLOCK BLDG. '? ;366 y'-- ,,.. 'Y;°'~�I'"� 11 J 11 15.628 SO FT 11 2 `FINISH FLOOR TAX/ 19305 - 90722 -T 36.6'-.'ro ( -=^ �, � �. 4 L. iSy E.EV. =25.87 lr(25w) .®- 4 - -fit S.SMH TE =25.60 36.2' COC =1 &9 a.1T.6' 467' ,s 3LPp 'NI) V u 1111.. BENCH CHISELED SQUARE AT S.E.CR — MOST I EASTERLY OF 2 ELECT. VAULTS WEST SIDE RAINIER ±80' SOUTH OF S.E. PROPERTY CORNER I ELEV =29.35 CB(TY I) r / 'rY 13 RTE =28.58 1 GREENWELL /RENTON, LLC 3.26 I TAX/ 192305- 9021 -03 I H3.9(S) .3•5(W)I I I !3.4(E)1 I W FOUND 3* IRON ., PIPE W/ PE LS 8271 26. A RECORD OF SURVEY RECORDED OCTOBER 24, 1988 UNDER RECORDING NO. 8610249001, SAID SURVEY DISCLOSES THE FOLLOWING MATTERS PERIMETER BOUNDARIES AND PARKING FACILITIES ON THE PROPERTY HERON DESCRIBED AND ADJACENT PARCELS (AFFECTS PARCELS 1, 2, 3, 6, AND 7) 27 TERMS, COVEN ANTS, CONDITIONS AND /OR PROMSIONS CONTAINED IN AN EASEMENT SERVING SAID PRROfSES, AS CONTAINED IN INSTRUMENT: RECORDED: MARCH 27, 1992 RECORDING NO.: 9203271611 (AFFECTS PORTION OF PARCEL EZ) ®NOTICE OF EXTENSION OF MAPLE STREET EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF. BETWEEN: ROBERT F. GREENWELL COMPANY LP.. A DELAWARE LIMITED PARTNERSHIP, EUGENE HORBACH AND JOYCE HORBACH, AND: SCHN E L FAMILY PARTNERSHIP. A WASHINGTON GENERAL PARTNERSHIP. BARBARA JOAN (HOLT) BONNEU_ AND LANPHEE ENTERPRISES OF WASHINGTON. INC. A WASHINGTON CORPORATION RECORDED: JULY 20, 1992 RECORDING NUMBER 9207202037 OIERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN AN EASEMENT SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT. RECORDED: FEBRUARY 1, 1996 RECORDING NUMBER 9 6020 0 476 (AFFECTS PORTION OF PARCEL EZ) 31. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 20. 1996 RECORDING NUMBER 9602201491 FOR VEHICULAR AND PEDESTRIAN ACCESS AND UTIU71ES AFFECTS: PARCEL 1 AND OTHER PROPERTY 32 TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE ADJUSTMENT: NO.: LUA- 95-173 -LLA RECORDED: MARDI 13, 1996 RECORDING NO.: 9603139005 (AFFECTS PARCELS 1. 2. AND OTHER PROPERTY) QOOVENAM CONDITIONS RESTRICTIONS AND /OR EASEMENTS THEREIN: RECORDED: MAY 7, 1996 RECORDING NUMBER(S): 9605071277 AMENDMENT(S) AND /OR MOXFICATON(S) OF SAID COVENANTS RECORDED: APRIL 25, 1997 RECORDING NUMBER(S): 970425074 (AFFECTS PARCELS 1. 2, EZ AND OTHER PROPERTY) QEASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDED: APRIL 1, 1997 RECORDING NO.: 970401446 IN FAVOR OR CITY OF RENTON FOR: PUBLIC UTILITIES INCLUDING WATER, WASTEWATER, AND SURFACE WATER AFFECTS VARIOUS 15 FOOT STRIPS AS DELINEATED ON PARCELS 1, 2. AND OTHER PROPERTY 35. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 29. 1961 RECORDING NO.: 5335384 IN FAVOR OF: CITY OF RENTON FOR WATER MAINS AFFECTS SOUTHERLY POR71ON OF PARCEL EZ NOTE A LEGIBLE COW OF SAID INSTRUMENT IS NEEDED @EASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: DECEMBER 11, 1972 RECORDING N0- 7212110331 FOR CONSTRUCTION AND MAINTENANCE OF FOOTINGS FOR A BUILDING ON AND 18 INCHES UNDERNEATH THE SURFACE OF THAT PART OF THE LAND LYING WITHIN 3 FEET OF THE WEST LINE OF PARCEL 2 @RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: BURUNGTON NORTHERN RAILROAD COMPANY RECORDED: DECEMBER 22, 1987 RECORDING NO.: 8712220298 (AFFECTS: PORTION OF THE WEST 48 FEET OF PARCELS 2 AND OTHER PROPERTY) z N I N J 'It I I F H I I U) I— (A Li < � � 39. RESIPoCTONS, CONDITIONS. DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR VINO. 20040503900 0 . (AAFFFECTS: PAARRCELA2 AND RECORDED PRDOPPER� COUNTY ffiTOM @EASEMENT AND THE AND CONDITIONS THEREOF- W I ' ' ' PURPOSE: BUILDING FOOTINGS L AFFECTS PARCEL 2 ' RECORDED: ARIL 10, 1998 RECORDING NO.: GMI019 S1. EASEMENT AND THE TERMS AND CONDMONS THEREOF: GRANTIE CITY OF RENTON. PUGET SOUND ENERGY. INC., QWEST COMMUNICATIONS CORPORATION, AND COMCAST OF WASHINGTON, INC. PURPOSE: SLOPES AND UTILITIES AFFECTS ADJACENT TO HARDIE AVENUE S W. ON PARCEL 1 RECORDED: NOVEMBER 7, 201 RECORDING NO.; 2011107000365 I i "40mm GRAPHIC SCALE a O m NO IN 00 (TINED') I inch = 40 K SURVEY IDENTIFICATION NO.: 2009108.06 REGISTERED LAND SURVEYOR NO.: 445U SURVEYOR'S ADDRESS & COMPANY: BUSH, ROED & HITCHINGS. INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 -3513 TELEPHONE (208) 323 -4144 THE UNDERSIGNED HEREBY CERTIFIES TO STEWART TIRE GUARANTY COMPANY; WA -MART STORES. INC.. A DELAWARE CORPORATIKN; WA -MART TR& U.C. A DELAWARE LIMITED LIABILITY COMPANY; WAL -MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUST. RAMAL, INC., A WASHINGTON CORPORATION. BONNELL FAMILY LLC., A WASHINGTON LIMITED LIABILITY COMPANY. THAT (1) THE SURVEY (THE - SURVEY) TO WHICH THIS CERTIFICATE IS ATTACHED. WAS PREPARED BY THE UNDERSIGNED. A REGISTERED PROFESSIONAL LAND SURVEYOR. WAS ACTUALLY MADE BY INSTRUMENT SURVEY UPON THE GROUND; (11) THE SURVEY AND THE INFORMATION, INCLUDING BEARINGS AND DIMENSIONS SHOWN THEREIN INCLUDING, WITHOUT UMITA RON. ALL SET BACK AND YARD LINES, ARE CORRECT; (111) THE SIZE, LOCATION AND BUILDINGS, STRUCTURES AND IMPROVEMENTS ARE AS SHOWN; (IV) SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS CONSTITUTE ALL OF THE IMPROVEMENTS ON SAID PREMISES AND ALL ARE WITHIN THE BOUNDARY LINES OF THE PROPERTY (OR CLEARLY INDICATED OTHERWISE ON THE SURVEY); (V) NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTION OR OTHER RULES AND REGULATI ON EXIST MITI REFERENCE TO THE LOCATION OF SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS (VI BASED UPON A CAREFUL PHYSICAL INSPECTION OF THE PREMISES, THERE ARE NO EASEME14 OR RIGHT -OF -WAY, ENCROACHMENTS BY IMPROVEMENTS LOCATED ON ADJACENT PROPERTY, OR USES AFFECTING THIS PROPERTY OR EASEMENT AREAS EXISTING FOR THE BENEFIT OF LAND APPURTENANT TO THIS PROPERTY UNLESS CLEARLY INDICATED 07HERVASE ON THE SURVEY; (VII) THERE ARE NO ENCROACHMENTS 0Y ANY OF 711E IMPROVEMENTS LOCATED ON THE PREMISES ONTO ADJACENT PROPERTY OR ONTO EASEMENT AREAS UNLESS CLEARLY INDICATED ON THE SURVEY; [VIII) THE SURVEY INDICATES ALL UTILITY SERVICES REQUIRED FOR THE OPERATIONS OF THE PR ISES WHICH ENTER THE PREMISES THROUGH PUBLIC STREETS, OR SHOWS THE POINT OF ENTRY AND LOCATION OF ANY UTILITIES WHICH PASS THROUGH OR ARE LOCATED ON ADJOINING LAND: (IX) THE PREMISES HAVE ACCESS TO PUBLIC ROADS. A DEDICATED PUBLIC WAY; (X) THE SURVEY SHOWS THE LOCATIONS AND DIRECTIONS OF ALL STORM DRAINAGE SYSTEMS FOR COLLECTION AND DISPOSAL OF ALL ROOF AND SURFACE DRANAOI (XI) ANY DISCOURAGE INTO STREAMS RIVERS OR OTHER CONVEYANCE SYSTEM IS SHOWN ON THE SURVEY; (XII) (UNLESS CLEARLY INDICATED OTHERWISE ON THE SURVEY) THE PARCEL DESCRIBED HEREIN DOES NOT LIE WITHIN ANY FLOOD HAZARD AREA IN ACCORDANCE WITH THE DOCUMENT ENTITLED 'DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION SPECIAL FLOOD HAZARD AREA MAPS' (X111) THIS SURVEY IS MADE IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABUSHED AND ADOPTED BY A.TA AND NSPS IN 2011. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN (.07 FEET OR 20MM). M. HARPER, P.L& NO. 44634 Orr �?, 2�iz DATE / THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY, EIIMER EXPRESSED OR IMPUED. R- 313405 )N&: 12 - -5-) 3 Yo 15-- Z �mno � NnNI h Y naanrc N xm v z (— Q S J w0 N 0_ WW ZW� O Z <t W Oi Oo S MI,Tn y U m�o NNP m o' Lo �i 3 >- \ .Mw , ,M CH MARK 'B' 2009108.06 T I -N A9 SOLT RS z (� SIGN N (n /r` Q LEv. =27.74 SHT. 3 N - -- MATCH LINE W H SHT. 4 F- F- � o �w LVw Of = U z 1 C� Q Lp ^ 1 VL' C s U (n • -C CB(Ty G '` 1:(I 6103 t 11 Q l i VIE= 19.9(E) o (n VIE= 19.5(N) IE= 19.2(S) m II MWI /1�1 ' I RAINIER AVENUE S.W. (HW( 167): (II -- 11.3 --.11 4 0.7;-- .x.11.2, _ 11 1 . _ 78 FOOT WIDE, 7 -LANE ARTERIAL, I ASPHALT PAVEMENT, FAIR CONDITION , I G 4w I) SPEED LIMIT - W MILES PER HOUR P.T. STATE ROUTE 167P.T. STATE ROUTE 167 I�O. �I i CENTERUNE STA: 257 +10.7 7 6' /15' UTILITY EASEMENT P REG 264.7 \ 1 / / / /��! - •' / /�`. - `� y' NO. 9704011446 - 1,a) "' FLOOR FAMILY, LLC � HFV: i6- 757 RAINER AVE S I 1 -STORY CONC. BLOCK BLDG. '? ;366 y'-- ,,.. 'Y;°'~�I'"� 11 J 11 15.628 SO FT 11 2 `FINISH FLOOR TAX/ 19305 - 90722 -T 36.6'-.'ro ( -=^ �, � �. 4 L. iSy E.EV. =25.87 lr(25w) .®- 4 - -fit S.SMH TE =25.60 36.2' COC =1 &9 a.1T.6' 467' ,s 3LPp 'NI) V u 1111.. BENCH CHISELED SQUARE AT S.E.CR — MOST I EASTERLY OF 2 ELECT. VAULTS WEST SIDE RAINIER ±80' SOUTH OF S.E. PROPERTY CORNER I ELEV =29.35 CB(TY I) r / 'rY 13 RTE =28.58 1 GREENWELL /RENTON, LLC 3.26 I TAX/ 192305- 9021 -03 I H3.9(S) .3•5(W)I I I !3.4(E)1 I W FOUND 3* IRON ., PIPE W/ PE LS 8271 26. A RECORD OF SURVEY RECORDED OCTOBER 24, 1988 UNDER RECORDING NO. 8610249001, SAID SURVEY DISCLOSES THE FOLLOWING MATTERS PERIMETER BOUNDARIES AND PARKING FACILITIES ON THE PROPERTY HERON DESCRIBED AND ADJACENT PARCELS (AFFECTS PARCELS 1, 2, 3, 6, AND 7) 27 TERMS, COVEN ANTS, CONDITIONS AND /OR PROMSIONS CONTAINED IN AN EASEMENT SERVING SAID PRROfSES, AS CONTAINED IN INSTRUMENT: RECORDED: MARCH 27, 1992 RECORDING NO.: 9203271611 (AFFECTS PORTION OF PARCEL EZ) ®NOTICE OF EXTENSION OF MAPLE STREET EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF. BETWEEN: ROBERT F. GREENWELL COMPANY LP.. A DELAWARE LIMITED PARTNERSHIP, EUGENE HORBACH AND JOYCE HORBACH, AND: SCHN E L FAMILY PARTNERSHIP. A WASHINGTON GENERAL PARTNERSHIP. BARBARA JOAN (HOLT) BONNEU_ AND LANPHEE ENTERPRISES OF WASHINGTON. INC. A WASHINGTON CORPORATION RECORDED: JULY 20, 1992 RECORDING NUMBER 9207202037 OIERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN AN EASEMENT SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT. RECORDED: FEBRUARY 1, 1996 RECORDING NUMBER 9 6020 0 476 (AFFECTS PORTION OF PARCEL EZ) 31. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: FEBRUARY 20. 1996 RECORDING NUMBER 9602201491 FOR VEHICULAR AND PEDESTRIAN ACCESS AND UTIU71ES AFFECTS: PARCEL 1 AND OTHER PROPERTY 32 TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE ADJUSTMENT: NO.: LUA- 95-173 -LLA RECORDED: MARDI 13, 1996 RECORDING NO.: 9603139005 (AFFECTS PARCELS 1. 2. AND OTHER PROPERTY) QOOVENAM CONDITIONS RESTRICTIONS AND /OR EASEMENTS THEREIN: RECORDED: MAY 7, 1996 RECORDING NUMBER(S): 9605071277 AMENDMENT(S) AND /OR MOXFICATON(S) OF SAID COVENANTS RECORDED: APRIL 25, 1997 RECORDING NUMBER(S): 970425074 (AFFECTS PARCELS 1. 2, EZ AND OTHER PROPERTY) QEASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN. RECORDED: APRIL 1, 1997 RECORDING NO.: 970401446 IN FAVOR OR CITY OF RENTON FOR: PUBLIC UTILITIES INCLUDING WATER, WASTEWATER, AND SURFACE WATER AFFECTS VARIOUS 15 FOOT STRIPS AS DELINEATED ON PARCELS 1, 2. AND OTHER PROPERTY 35. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: SEPTEMBER 29. 1961 RECORDING NO.: 5335384 IN FAVOR OF: CITY OF RENTON FOR WATER MAINS AFFECTS SOUTHERLY POR71ON OF PARCEL EZ NOTE A LEGIBLE COW OF SAID INSTRUMENT IS NEEDED @EASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDED: DECEMBER 11, 1972 RECORDING N0- 7212110331 FOR CONSTRUCTION AND MAINTENANCE OF FOOTINGS FOR A BUILDING ON AND 18 INCHES UNDERNEATH THE SURFACE OF THAT PART OF THE LAND LYING WITHIN 3 FEET OF THE WEST LINE OF PARCEL 2 @RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF: RESERVING: MINERALS RESERVED BY: BURUNGTON NORTHERN RAILROAD COMPANY RECORDED: DECEMBER 22, 1987 RECORDING NO.: 8712220298 (AFFECTS: PORTION OF THE WEST 48 FEET OF PARCELS 2 AND OTHER PROPERTY) z N I N J 'It I I F H I I U) I— (A Li < � � 39. RESIPoCTONS, CONDITIONS. DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED AND/OR VINO. 20040503900 0 . (AAFFFECTS: PAARRCELA2 AND RECORDED PRDOPPER� COUNTY ffiTOM @EASEMENT AND THE AND CONDITIONS THEREOF- W I ' ' ' PURPOSE: BUILDING FOOTINGS L AFFECTS PARCEL 2 ' RECORDED: ARIL 10, 1998 RECORDING NO.: GMI019 S1. EASEMENT AND THE TERMS AND CONDMONS THEREOF: GRANTIE CITY OF RENTON. PUGET SOUND ENERGY. INC., QWEST COMMUNICATIONS CORPORATION, AND COMCAST OF WASHINGTON, INC. PURPOSE: SLOPES AND UTILITIES AFFECTS ADJACENT TO HARDIE AVENUE S W. ON PARCEL 1 RECORDED: NOVEMBER 7, 201 RECORDING NO.; 2011107000365 I i "40mm GRAPHIC SCALE a O m NO IN 00 (TINED') I inch = 40 K SURVEY IDENTIFICATION NO.: 2009108.06 REGISTERED LAND SURVEYOR NO.: 445U SURVEYOR'S ADDRESS & COMPANY: BUSH, ROED & HITCHINGS. INC. 2009 MINOR AVENUE EAST SEATTLE, WA 98102 -3513 TELEPHONE (208) 323 -4144 THE UNDERSIGNED HEREBY CERTIFIES TO STEWART TIRE GUARANTY COMPANY; WA -MART STORES. INC.. A DELAWARE CORPORATIKN; WA -MART TR& U.C. A DELAWARE LIMITED LIABILITY COMPANY; WAL -MART REAL ESTATE BUSINESS TRUST, A DELAWARE STATUTORY TRUST. RAMAL, INC., A WASHINGTON CORPORATION. BONNELL FAMILY LLC., A WASHINGTON LIMITED LIABILITY COMPANY. THAT (1) THE SURVEY (THE - SURVEY) TO WHICH THIS CERTIFICATE IS ATTACHED. WAS PREPARED BY THE UNDERSIGNED. A REGISTERED PROFESSIONAL LAND SURVEYOR. WAS ACTUALLY MADE BY INSTRUMENT SURVEY UPON THE GROUND; (11) THE SURVEY AND THE INFORMATION, INCLUDING BEARINGS AND DIMENSIONS SHOWN THEREIN INCLUDING, WITHOUT UMITA RON. ALL SET BACK AND YARD LINES, ARE CORRECT; (111) THE SIZE, LOCATION AND BUILDINGS, STRUCTURES AND IMPROVEMENTS ARE AS SHOWN; (IV) SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS CONSTITUTE ALL OF THE IMPROVEMENTS ON SAID PREMISES AND ALL ARE WITHIN THE BOUNDARY LINES OF THE PROPERTY (OR CLEARLY INDICATED OTHERWISE ON THE SURVEY); (V) NO VIOLATIONS OF ZONING ORDINANCES, RESTRICTION OR OTHER RULES AND REGULATI ON EXIST MITI REFERENCE TO THE LOCATION OF SAID BUILDINGS, STRUCTURES AND IMPROVEMENTS (VI BASED UPON A CAREFUL PHYSICAL INSPECTION OF THE PREMISES, THERE ARE NO EASEME14 OR RIGHT -OF -WAY, ENCROACHMENTS BY IMPROVEMENTS LOCATED ON ADJACENT PROPERTY, OR USES AFFECTING THIS PROPERTY OR EASEMENT AREAS EXISTING FOR THE BENEFIT OF LAND APPURTENANT TO THIS PROPERTY UNLESS CLEARLY INDICATED 07HERVASE ON THE SURVEY; (VII) THERE ARE NO ENCROACHMENTS 0Y ANY OF 711E IMPROVEMENTS LOCATED ON THE PREMISES ONTO ADJACENT PROPERTY OR ONTO EASEMENT AREAS UNLESS CLEARLY INDICATED ON THE SURVEY; [VIII) THE SURVEY INDICATES ALL UTILITY SERVICES REQUIRED FOR THE OPERATIONS OF THE PR ISES WHICH ENTER THE PREMISES THROUGH PUBLIC STREETS, OR SHOWS THE POINT OF ENTRY AND LOCATION OF ANY UTILITIES WHICH PASS THROUGH OR ARE LOCATED ON ADJOINING LAND: (IX) THE PREMISES HAVE ACCESS TO PUBLIC ROADS. A DEDICATED PUBLIC WAY; (X) THE SURVEY SHOWS THE LOCATIONS AND DIRECTIONS OF ALL STORM DRAINAGE SYSTEMS FOR COLLECTION AND DISPOSAL OF ALL ROOF AND SURFACE DRANAOI (XI) ANY DISCOURAGE INTO STREAMS RIVERS OR OTHER CONVEYANCE SYSTEM IS SHOWN ON THE SURVEY; (XII) (UNLESS CLEARLY INDICATED OTHERWISE ON THE SURVEY) THE PARCEL DESCRIBED HEREIN DOES NOT LIE WITHIN ANY FLOOD HAZARD AREA IN ACCORDANCE WITH THE DOCUMENT ENTITLED 'DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION SPECIAL FLOOD HAZARD AREA MAPS' (X111) THIS SURVEY IS MADE IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURVEYS, JOINTLY ESTABUSHED AND ADOPTED BY A.TA AND NSPS IN 2011. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN (.07 FEET OR 20MM). M. HARPER, P.L& NO. 44634 Orr �?, 2�iz DATE / THE ABOVE CERTIFICATE IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY ACCEPTED PROFESSIONAL SURVEY PRACTICE WE MAKE NO OTHER WARRANTY, EIIMER EXPRESSED OR IMPUED. R- 313405 )N&: 12 - -5-) 3 Yo 15-- Z �mno � NnNI h Y naanrc N xm v z (— Q S J w0 N 0_ WW ZW� O Z <t W Oi Oo S MI,Tn y U m�o NNP m o' dr..o by Lo �i 3 >- O C/N 9/11/12 W 2009108.06 Ml..l 4 .H 4 z (� O (n LO Q N LLJ W H p F- F- � o 0 LVw Of = U z C� Q Lp ^ 1 VL' C r U (n QC -C < G J J z Q Q o (n Z of dr..o by chocked by JBK /JMH JMH /JJM Owl. dole 1 " =40' 9/11/12 job ... 2009108.06 Ml..l 4 .H 4 a Fes] r D '0 ^ "O < �N � I' Wrn z (� O / I. IIHt AC§IE55= - A �v® - 771 E i • rarn�_ TrCii. FN4 Q -27. 0 'F'',1 FI � 71 F � F - yl AM IN _ .._.._ � _dy _ �„ - W IUWI{ o- GARDEN SALES b B EXISING- �- `B11EDIF�IC"OkAtION Atli BOSWALE cc t9i�SE). 1. TRUCK- J - GAT „_ W GARDE MANEUVER AREA Q c 20 B ORGANIC Z O SEE ARM PLANS FOR Z ENCLOSURE LLI DE7A83. cc D E i • rarn�_ TrCii. FN4 Q -27. 0 'F'',1 FI � 71 F � F - yl AM IN _ .._.._ � _dy _ �„ - W IUWI{ o- GARDEN SALES b oa %4,caa� 0M-27: 4 ��i� i ii �i?Y17177777T1i EXISTING BUILDING =z7.ss K.zr. =z. FOOTPRINT BIKE RACKS, Walmart - DNS. 7 0*111*0 Ac as .DWR / t 'SLIDE' EXPANSION 7433 RAINIER AVENUE SOUTH STORE /2516 -05 ' .o LRgtVjgq RLER-AXISRRG i.<; • 1x,2 6 `SF PLAZA AREA , E pNJADDITIOIlA�AR S^7 A 1NI TOTAL 5O SF % • PLANS C- 150E -GR -NO FFE = 27.5' PROPOSED BUILDING p FOOTPRINT, _< iii nec, 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SITE LEGEND NW 1/4 OF S 19 T 23 R 5 E .569'1 29..Ly. ;1L_.J,y,Gy�p/6 fyLL ' -7- f - -. x / NO PARKING FIR e O AGCESS 6' MADE FIRE LANE STRIPING PAINTED INTERNATIONAL RED W E 2 pC EXISTING LIGHT POLE, FIXTURE AND BASE SHALL REMAIN. CONTRACTOR SHALL e 1 1 s LANE" PAINTED WITH 4` HIGH WHITE LETTERING AT 25. REPAINT THE EXISTING BASE TRAFFIC YELLOW. REFER TO MEP PLANS FOR SITE C - + ` --i r i ---�- +i I I LIGHTING ELECTRICAL CIRCUITRY. 77777 o- ^I I \ 0 3363 s J _� @) AREA STRIPED AT SYSL /4" AT 45' ® 2' -0" O.C. K , Y 2 L 13,1 i , ® 'NO TRUCKS SIGN. SEE SITE PLAN FOR LOCATION. C-fl4 4 - ( - ,, CONCRETE PEDESTRIAN CROSSWALK WITH 4" MADE PAINTED WHITE STRIPING PARALLEL TO ,) EAS11NG CURB TO BE REMOVED RED REPLACED WITH A NEW CURB AT ELEVATIONS 'z I r 1 I. I AU �� +t _ 11 _ _,,Ir;� ,. ! DIRECTION OF TRAFFIC AT 2' -0' O.C. AND (1)- 8" WHITE STRIPE PERPENDICULAR ON SHOWN �A . ! ns �( _ . -If I' I BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. p"�' + i list I I� Q PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON , 2 ® CART CROSSING - 1 �s(tll -9 n I r-- - -. i _. - 1 -I PLANS �l I I ® DEEP GRANULAR MATERIAL TRANSITIONS BENEATH SLABS FOR VESTIBULES "YIELD' PAINTED WHITE ON PAVEMENT TYPICAL AND STOOPS, REFERENCE ARCHITECT /STRUCTURAL PLANS I I I II, _ ` iilJ Ij 7 I I Il I I _ t i _ =,t: F ,S I -ii Q CONCRETE SIDEWALK SAO ® MUTCD PAVEMENT MARKNGS "" 'E EDT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, �2 , 2 T STING J ' ' NO p� I, I I I I,1 • 1 ^i I I I1 j _ +.� TO RGM�"uF`A F �I'� '- © STAIRS AND /OR RAMPS THAT MAY BE REWIRED. RAMP PAVEMENT RUSH WITH THE 'X36" • SIGN SIGN AND 18' STOP BAR, SEE DETAIL SHEET T �� I T P irk' I � TOP OF STOOP, 1:12 SLOPE MAX. QQ ASPHALT SEAL COAT TO ExIFN75 OF PHASING ON SHEETS PH -1.0, 20, 3.0. O I 19- COI 70; REMAIN ' I OF {-IQ I O 6'0 PIPE BOLLARD TYPICAL UNLESS NOIID OIHFRWASE e ( i I x jlr II I o-ao ® ASPHALT PAVEMENT PER DETAIL 1, SHEET C -8.0. Y ASPHALT SURFACE COURSE. AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE QQ NOSE DOWN CURB I 1 AND LOCATION FOR COORDINATION WITH CIVIL PLANS. I 9 + I I i s 1'2'r5 ° i;, GRAVEL ACCESS ROAD �y,y �- -?- O 4' WADE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. Adem 2 2 'TRUCK EXIY SIGN. SEE SIZE FLAN FOR LOCATION. t 4 1 1 1 1 1 1 I I- ,YL... T 1 1'. CONCRETE COMPACTOR PAD AND HEAVY DUTY PAD (ORIENT FOR TRUCK LOADING). REFER TO a CURB SCUPPER i '� j 1CL� %O ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE © w 1 L +_ -' - -- i, I i PROPOSED CONCRETE TRANSFORMER PAD AND MAIN SYATgi BOARD (Ill CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. T U_ T 171 Ili s I 5 ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SI , LEGEND i I I ! I II t a i ! ICI '; I I SIGN AND SYMBOL. ('VA-- INDICATES VAN ACCESSIBLE SPACE) c-e2 1 FULL 4- L_I ; (� ACCESS Q CURB RAMP DETAIL STANDARD DUTY ASPHALT PAVEMEHT@0/ �.. `I ! Qo 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL /8' WITH INSIDE STRIPING 0 HEAVY DUTY ASPHALT PAVEMENT ,p 2 3 I 11 1 r - {I t � STANDARD DUTY CONCRETE PAVEMENT , t J ! II = - 6 I C I �' F = ! PAINTED SWSL /6' AT 2' -0' O.C. PERPENDICULAR TO EDGE LINES c 8.3 i I f ; - $ , 1 "„ - NBW CART CORRAL TYPICAL -SEE DETAIL SHEET FOR CART CORRAL DETAIL o-eo F&'AYY DUTY CONCRETE PAVEMENT 21 s t { I' , I I �; - IDSCAQf'IG ,�17. © 10' X 15' STRIPED AREA PAINTED SYSL /4' AT 45' 0 2' -0' O.C. AT dB CRANE CONCRETE SMALK PA T � go P -C! •`'I�_ LOCATION. VARIABLE /OVERLAY 5 a CONCRETE BUFFER t PAVEMENT PER ARCH. PLANS f! '' + I ! II , 1 o- 1 - - ' �\ c� Qs CONCRETE CURB AND GUTTER TYPICAL CONCRETE CURB k GUTTER go /4� , z Fa0 "v ' ve_I- Q _ $YSL /4• 1 f `� I: 1 _ - li + I 1' T PAINTED DIRECTIONAL ARROW TYPICAL �a2 PIPE BOLLARD �gp j ! 'STOP' SIGN, 18' STOP BAR, AND "STOP' PAINTED ON PAVEMENT (TYP) &y + t ® NUMBE OF STRIPING NG STALLS PER ROW, Ail t 6 I rl I' Iz o d I1 1'I-� J� / OW SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. NON- WALMART PARKING STALLS I' i _ 91 I J -°� / ARCHITECTURAL BOLLARD, SEE ARCH PLANS. ® STALLS PER ROWS, ISTRIPE WHITE DI O a 111310101 - �, 5 a � D D - a a r ._ , - O COMPACTOR, SEE ARCHITECTURAL PLANS. C DENOTES COMPACT STALL .: I 2114 poi 1 � � - 'h35- L�OYSL�4 - ; h CONCRETE PAVEMENT WATH 10' JOINT SPACING. t 0 Ne �1 a 1 - - -- NEW WALMART PARKING AREA STRIPNG Nr�' , C C C R' C C C CI C C� ' CI Q Q 6C G C C C C CI C N ` PARING STRIPING IN EXISTING WALMART pB O5y ALL(;WA1H r ' W'7° T Q 'TRUCK DRIVE" SIGN. SEE PLAN FOR LOCAl1OJ. 2 30 wF Ac 2 ��NIG ONE I':(- ( r 70, _f r l 0 PARKING AREAS '1 IrLM' - N • --�-•- CHAIN LINK FENCE WITH GATE I I I, 6 I I +'• :. L,.� I g(la IN/ 1 1. ` ® REMOTE GARDEN CENTER UTILITIES BOLLARD, SEE UTILITY PLAN SHEET C -3.0. 2 0 + . I i �'i 1 >' II jj IT l r ��: - - -:: N" ''�� I A($�T. l� z_ ® NEW LIGHT POLE, BASE AND FIXTURES REFER TO SITE LIGHTING SAWCUT •. I I t I I I i U �� -mti , 1 1 r i - PLAN SHEET C -3.1 FOR LIGHT POLE LOCATION AND INFORMATION. (__ NOT A PiT �, - - LOT LINE e S 4' ? ' , (- T a-- - ' �' ! - I r i r REFER TO MEP PLANS FOR SITE LIGHTING ELECTRICAL CIRCUITRY. CART CORRAL 7 /I + __F PRbJfT. 1 aaG , 1 S SEE SHEET C -1.1 -- GUIDE Rut RuUES AREA M '��- P 2 -�-�� - - � Q .., ,r FOR SITE PLAN NOTES CAGE. SEE y� I ^ I, -. - ' h� „ ?--T -I�- �• -)-+ -'' ' t ''' I ' I LIGHT LEGEND SITE DATA EXISTING SITE ANALYSIS TABLE I�l ocoz PLANS FOR AR� iii °`"r �!°7U I� .� :�1 �� i fig✓ 9 r 1��.i /L i I I I [it •I I'1' 22 ' s� '-1y S I}.�I WALMART 134,352 SF W -27.59 ENCLOSURE � u � i " V .1. FWMO AE WCDETAIIS, /// i _A n =-T> ,I I d EXISTING LIGHT POLE AND FIXTURES SEE = 9.9 AC /I' _ , 'LS I' g I EXISTING LEASE AREA PAR INRG 618 STALLS. nFF.V.5a cu:a _ _ p - ! SITE LIGHTING PLAN FOR TYPES , , F{E_z7.63 F< =2zso ji A t (! I ! 6'. u I 71 f`�.. % ;i :;6' l =1 4-0 PROPOSED LEASE AREA = 11.57 AC t ACCESSIBLE 25 STALLS _�_�_ �1 �J.;v , <. h� I�` �J_ � , ;� - _ _I c ' :.: r �.-+., �' LAND DSE CLAS9EGATION /M CART CORRALS ,D DOUBLE ' - 1 I I_ + 1 PROPOSED LIGHT POLE AND FIXTURES SEE = COMMERCIAL ED. INDUSTRIAL FT. 4 ¢ceu+ /cw •,< , < ni i vi _�,I �Z RATIO 4.6 / 1000 GSF � zeo72 ,,, � � -.-• f -� � � � �� _ I , SITE LIGHTING PLAN FOR TYPES. u *. <nxnenzs- _ �-�.. t �"'�� -N-s .mss <;a�_,.a_,.__a3 >::.a,� I ZONE = CA (COMMERCIAL ARTERIAL) cva IzaS's.osssr „3 = �� p- N AJ AJ A U -' �� I �y �z 1 1 PROPOSED DECORATIVE PEDESTRIAN IM INDUSTRIAL MEDIUM COUNT INgDDES ACCESSIBLE SPACES AND I�_1 �i7A7iTi�7ii7i7 .-,'�li�rloirri�� _ \ ,i I i , J � LIGHTING. SEE SITE LIGHTING PLAN FOR SPACES USED BY CART CORRALS +; �_��= TORE! REI'AiNr PROPOSED GREASE 7 RETAIL TO REMAIN. F, s. - ,,,,, - Fr•"r i -I' F �'." TYPES LOCAL JURISDICTION = a OF RENTON, WA "B INIERC_EETOR, SEE k{ ;E „ 5� c '_ =o� 1 --!'�ti s 6, PROPOSED SITE ANALYSIS TABLE ' YELLOW ARCH PLANS �+ j ex�� ROOD ZONE CLASSIFICATION = ZOJE X WAlM1ART 150.244 SF !ieEP` NON°' %.: I BUILDING DATA PAR =192 CEL NUMBERS I I „ y :,ixs n ` ~_ RIIDBUMPSTING :. / ' ' !/ A 1_'f.`�-'!1//� c v'' �. 7 I I� 3059048, 1923059072 PARTING 634 STALLS J 1 ,y x ` ` r , ..� \ zLCV �s`e7 /lui i f .o a r , _ '+ I� I I ! f I EXISTING BUILDING = 134,352 SF ACCESSIBLE 18 STALLS �LI+�N ®A © ERSHIP 9 � 6 A 1 i i E PMSION = 15.892 SF PARKING DATA CART COLS 14 DOUBLE" Li _ . a \ . , OF PROD T - -.. E .vu° -•tl ,<. , I I ( A ' � I WALMART TOTAL = 150,244 SF RATIO 4.2 / taoo csF Y1�! C s a :,� e �� La EXISTING BUILDING TOTAL= 134,352 SF I u y EXISTING PARKING TOTAL = 618 STALLS AACO1NT INCLUDES ACCESSIBLE SPACES AND -� �� - - -� I { LANDSCAPING DATA cQ+u� Rr SPACES USED BY CART CORRALS _.�'.••'^., e f''' ^' m� smc _ ..T S c s!cs. , i aSITE CONTAINS 10 EXISTING CART CORRALS. cl�o. „av�z EXISTING WALMART PARKING RATIO = 4.6 PER 1,000 SF _, ENGINEERS CONSTRUCTION REVIEWED RE OCOONFORMAIFIC TI THE DESIGN INTENT. 6J J'TM I AREA REQUIRED REQUIREMENTS = 35 SF PER STALL EA61tLY .l. c. ac aux; ran ._,e OWNER TO PROVIDE ADDITIONAL CORRALS �.,. 29.39 (INCL NON LEASE AREAS, 730 STALLS) AFTER EXPANSION PROVIDED = FULL AGCESS'" .. J AREA REQUIRED = 25,550 SF STANDARD 9.5' WOE - 401 STALLS K iFS^o�U:ID:AG \ \ \ \.. - L• -�� i'�C! I,�'C1�1.'' AREA PROWDED = 27,795 sF �_ THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDI71DNS OF THE ; STANDARD �s.o' WIDE) = 159 STALLS COMPACT (8.5' X 16') = 59 STALLS - -= NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY BUSH, ROED �^ • ^� 1�^ i �^ PAINT STRIPE LEGEND ACCESSIBLE _ 16 STALLS �? !r �� & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD 35 YEARS lFF� l 9 - . _!__ 1- r' I SWSL/4' SINGLE WHITE SOLID UNE / 4' WIDE EACH J n SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY MBAR A� - R SYSL /4 SINGE YELLOW SOLID LINE / 4' MADE EACH TOTAL PARKING = 634 STALLS DESCRIBED ABOVL�E 11ON SHOW IS CONSISTENT WITH THE DESIGN (°� �) DYSL /4 DOUBLE YELLOW SgJD LINE / 4' DUDE EACI a r INTENT CEPT D ACCURATELY REPRESENTS THE EXISTING 6o fL . - SBYL /4 SINGLE BROKEN YELLOW UNE / 4- WADE EACI WALMART PARKING RATIO = 4.2 PER 1,000 SF CART CORRALS 14 CORItALS (28 STALLS) a t =1 T CON ON AND SU YOR PROVIDED RECORD INFORMATION. Y W ALL EXISTING PARKING TO REMAIN TO BE RESTRIPED WITH Know whafs IOWP - _WpD ' / ONE COAT, NEW PARKING AREAS AND OVERLAY AREAS TO CITY OF RENTON PARKING RATIO = MAX 5.0 PER 1,000 SF /► ATE S BE STRIPED WITH 2 COATS, PER PROJECT SPECIFICATIONS. ASSOCIATE STALLS = 151 STALLS Call before you I L w aE CITY OF RENTONAI.1 ® . '� o AS NOTED CITY 0 F I ♦ 5/9/14 ® , f Approved by. Date, SBB RENTON STORE 1k2516 -05 EXPANSION °~ q I I Approved by. Date �' M® DATUM 1505 Westlake Ave. N. T 206 522-9510 " roe' RECORD DRAWING PACLANO 5/9/14 aFCrsn: ul nu 5 I Plan nin Buildin Public Works Dept. WE ( ) �o ectss ` Approved by. Date JAC • „ol „„„ 9/ 9/ P S� PLAN C -1.0 Suite 305 F (206)522 -8344 '°�sslUMAI ¢to NO. REVISION BY DATE APPR IrrAO.zo S�"atlmf°" 9"FT' °Fi Seattle, WA 98109 www.PAdL%maxo, Approved by. Date .wc AS BUILT 17 4c a Fes] r a w0 dF'm ma� ' N O O rnac+ 1 � o D z (� °z `B11EDIF�IC"OkAtION Atli t9i�SE). 1. J - GAT „_ W GARDE 0M-27: 4 ��i� i ii �i?Y17177777T1i EXISTING BUILDING =z7.ss K.zr. =z. FOOTPRINT BIKE RACKS, Walmart - DNS. 7 0*111*0 Ac as .DWR / t 'SLIDE' EXPANSION 7433 RAINIER AVENUE SOUTH STORE /2516 -05 ' .o LRgtVjgq RLER-AXISRRG i.<; • 1x,2 6 `SF PLAZA AREA , E pNJADDITIOIlA�AR S^7 A 1NI TOTAL 5O SF % • PLANS C- 150E -GR -NO FFE = 27.5' PROPOSED BUILDING p FOOTPRINT, _< iii nec, 6 7 8 9 10 11 12 13 14 15 16 17 18 19 SITE LEGEND NW 1/4 OF S 19 T 23 R 5 E .569'1 29..Ly. ;1L_.J,y,Gy�p/6 fyLL ' -7- f - -. x / NO PARKING FIR e O AGCESS 6' MADE FIRE LANE STRIPING PAINTED INTERNATIONAL RED W E 2 pC EXISTING LIGHT POLE, FIXTURE AND BASE SHALL REMAIN. CONTRACTOR SHALL e 1 1 s LANE" PAINTED WITH 4` HIGH WHITE LETTERING AT 25. REPAINT THE EXISTING BASE TRAFFIC YELLOW. REFER TO MEP PLANS FOR SITE C - + ` --i r i ---�- +i I I LIGHTING ELECTRICAL CIRCUITRY. 77777 o- ^I I \ 0 3363 s J _� @) AREA STRIPED AT SYSL /4" AT 45' ® 2' -0" O.C. K , Y 2 L 13,1 i , ® 'NO TRUCKS SIGN. SEE SITE PLAN FOR LOCATION. C-fl4 4 - ( - ,, CONCRETE PEDESTRIAN CROSSWALK WITH 4" MADE PAINTED WHITE STRIPING PARALLEL TO ,) EAS11NG CURB TO BE REMOVED RED REPLACED WITH A NEW CURB AT ELEVATIONS 'z I r 1 I. I AU �� +t _ 11 _ _,,Ir;� ,. ! DIRECTION OF TRAFFIC AT 2' -0' O.C. AND (1)- 8" WHITE STRIPE PERPENDICULAR ON SHOWN �A . ! ns �( _ . -If I' I BOTH ENDS UNLESS NOTED OTHERWISE. SEE SITE PLAN FOR WIDTH. p"�' + i list I I� Q PEDESTRIAN CROSSING SIGN TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON , 2 ® CART CROSSING - 1 �s(tll -9 n I r-- - -. i _. - 1 -I PLANS �l I I ® DEEP GRANULAR MATERIAL TRANSITIONS BENEATH SLABS FOR VESTIBULES "YIELD' PAINTED WHITE ON PAVEMENT TYPICAL AND STOOPS, REFERENCE ARCHITECT /STRUCTURAL PLANS I I I II, _ ` iilJ Ij 7 I I Il I I _ t i _ =,t: F ,S I -ii Q CONCRETE SIDEWALK SAO ® MUTCD PAVEMENT MARKNGS "" 'E EDT PORCH. SEE ARCHITECTURAL PLANS FOR EXACT SIZE AND LOCATION FOR STOOPS, �2 , 2 T STING J ' ' NO p� I, I I I I,1 • 1 ^i I I I1 j _ +.� TO RGM�"uF`A F �I'� '- © STAIRS AND /OR RAMPS THAT MAY BE REWIRED. RAMP PAVEMENT RUSH WITH THE 'X36" • SIGN SIGN AND 18' STOP BAR, SEE DETAIL SHEET T �� I T P irk' I � TOP OF STOOP, 1:12 SLOPE MAX. QQ ASPHALT SEAL COAT TO ExIFN75 OF PHASING ON SHEETS PH -1.0, 20, 3.0. O I 19- COI 70; REMAIN ' I OF {-IQ I O 6'0 PIPE BOLLARD TYPICAL UNLESS NOIID OIHFRWASE e ( i I x jlr II I o-ao ® ASPHALT PAVEMENT PER DETAIL 1, SHEET C -8.0. Y ASPHALT SURFACE COURSE. AT GRADE OVERHEAD DOOR LOCATION. SEE ARCHITECTURAL PLANS FOR EXACT SIZE QQ NOSE DOWN CURB I 1 AND LOCATION FOR COORDINATION WITH CIVIL PLANS. I 9 + I I i s 1'2'r5 ° i;, GRAVEL ACCESS ROAD �y,y �- -?- O 4' WADE x 130' LONG YELLOW PAINTED TRUCK ALIGNMENT STRIPES. Adem 2 2 'TRUCK EXIY SIGN. SEE SIZE FLAN FOR LOCATION. t 4 1 1 1 1 1 1 I I- ,YL... T 1 1'. CONCRETE COMPACTOR PAD AND HEAVY DUTY PAD (ORIENT FOR TRUCK LOADING). REFER TO a CURB SCUPPER i '� j 1CL� %O ARCHITECTURAL PLAN FOR EXACT LOCATION AND SLOPE © w 1 L +_ -' - -- i, I i PROPOSED CONCRETE TRANSFORMER PAD AND MAIN SYATgi BOARD (Ill CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. T U_ T 171 Ili s I 5 ACCESSIBLE PARKING SPACE TYPICAL SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SI , LEGEND i I I ! I II t a i ! ICI '; I I SIGN AND SYMBOL. ('VA-- INDICATES VAN ACCESSIBLE SPACE) c-e2 1 FULL 4- L_I ; (� ACCESS Q CURB RAMP DETAIL STANDARD DUTY ASPHALT PAVEMEHT@0/ �.. `I ! Qo 8' WIDE PEDESTRIAN CROSSWALK. EDGE LINES PAINTED SWSL /8' WITH INSIDE STRIPING 0 HEAVY DUTY ASPHALT PAVEMENT ,p 2 3 I 11 1 r - {I t � STANDARD DUTY CONCRETE PAVEMENT , t J ! II = - 6 I C I �' F = ! PAINTED SWSL /6' AT 2' -0' O.C. PERPENDICULAR TO EDGE LINES c 8.3 i I f ; - $ , 1 "„ - NBW CART CORRAL TYPICAL -SEE DETAIL SHEET FOR CART CORRAL DETAIL o-eo F&'AYY DUTY CONCRETE PAVEMENT 21 s t { I' , I I �; - IDSCAQf'IG ,�17. © 10' X 15' STRIPED AREA PAINTED SYSL /4' AT 45' 0 2' -0' O.C. AT dB CRANE CONCRETE SMALK PA T � go P -C! •`'I�_ LOCATION. VARIABLE /OVERLAY 5 a CONCRETE BUFFER t PAVEMENT PER ARCH. PLANS f! '' + I ! II , 1 o- 1 - - ' �\ c� Qs CONCRETE CURB AND GUTTER TYPICAL CONCRETE CURB k GUTTER go /4� , z Fa0 "v ' ve_I- Q _ $YSL /4• 1 f `� I: 1 _ - li + I 1' T PAINTED DIRECTIONAL ARROW TYPICAL �a2 PIPE BOLLARD �gp j ! 'STOP' SIGN, 18' STOP BAR, AND "STOP' PAINTED ON PAVEMENT (TYP) &y + t ® NUMBE OF STRIPING NG STALLS PER ROW, Ail t 6 I rl I' Iz o d I1 1'I-� J� / OW SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. NON- WALMART PARKING STALLS I' i _ 91 I J -°� / ARCHITECTURAL BOLLARD, SEE ARCH PLANS. ® STALLS PER ROWS, ISTRIPE WHITE DI O a 111310101 - �, 5 a � D D - a a r ._ , - O COMPACTOR, SEE ARCHITECTURAL PLANS. C DENOTES COMPACT STALL .: I 2114 poi 1 � � - 'h35- L�OYSL�4 - ; h CONCRETE PAVEMENT WATH 10' JOINT SPACING. t 0 Ne �1 a 1 - - -- NEW WALMART PARKING AREA STRIPNG Nr�' , C C C R' C C C CI C C� ' CI Q Q 6C G C C C C CI C N ` PARING STRIPING IN EXISTING WALMART pB O5y ALL(;WA1H r ' W'7° T Q 'TRUCK DRIVE" SIGN. SEE PLAN FOR LOCAl1OJ. 2 30 wF Ac 2 ��NIG ONE I':(- ( r 70, _f r l 0 PARKING AREAS '1 IrLM' - N • --�-•- CHAIN LINK FENCE WITH GATE I I I, 6 I I +'• :. L,.� I g(la IN/ 1 1. ` ® REMOTE GARDEN CENTER UTILITIES BOLLARD, SEE UTILITY PLAN SHEET C -3.0. 2 0 + . I i �'i 1 >' II jj IT l r ��: - - -:: N" ''�� I A($�T. l� z_ ® NEW LIGHT POLE, BASE AND FIXTURES REFER TO SITE LIGHTING SAWCUT •. I I t I I I i U �� -mti , 1 1 r i - PLAN SHEET C -3.1 FOR LIGHT POLE LOCATION AND INFORMATION. (__ NOT A PiT �, - - LOT LINE e S 4' ? ' , (- T a-- - ' �' ! - I r i r REFER TO MEP PLANS FOR SITE LIGHTING ELECTRICAL CIRCUITRY. CART CORRAL 7 /I + __F PRbJfT. 1 aaG , 1 S SEE SHEET C -1.1 -- GUIDE Rut RuUES AREA M '��- P 2 -�-�� - - � Q .., ,r FOR SITE PLAN NOTES CAGE. SEE y� I ^ I, -. - ' h� „ ?--T -I�- �• -)-+ -'' ' t ''' I ' I LIGHT LEGEND SITE DATA EXISTING SITE ANALYSIS TABLE I�l ocoz PLANS FOR AR� iii °`"r �!°7U I� .� :�1 �� i fig✓ 9 r 1��.i /L i I I I [it •I I'1' 22 ' s� '-1y S I}.�I WALMART 134,352 SF W -27.59 ENCLOSURE � u � i " V .1. FWMO AE WCDETAIIS, /// i _A n =-T> ,I I d EXISTING LIGHT POLE AND FIXTURES SEE = 9.9 AC /I' _ , 'LS I' g I EXISTING LEASE AREA PAR INRG 618 STALLS. nFF.V.5a cu:a _ _ p - ! SITE LIGHTING PLAN FOR TYPES , , F{E_z7.63 F< =2zso ji A t (! I ! 6'. u I 71 f`�.. % ;i :;6' l =1 4-0 PROPOSED LEASE AREA = 11.57 AC t ACCESSIBLE 25 STALLS _�_�_ �1 �J.;v , <. h� I�` �J_ � , ;� - _ _I c ' :.: r �.-+., �' LAND DSE CLAS9EGATION /M CART CORRALS ,D DOUBLE ' - 1 I I_ + 1 PROPOSED LIGHT POLE AND FIXTURES SEE = COMMERCIAL ED. INDUSTRIAL FT. 4 ¢ceu+ /cw •,< , < ni i vi _�,I �Z RATIO 4.6 / 1000 GSF � zeo72 ,,, � � -.-• f -� � � � �� _ I , SITE LIGHTING PLAN FOR TYPES. u *. <nxnenzs- _ �-�.. t �"'�� -N-s .mss <;a�_,.a_,.__a3 >::.a,� I ZONE = CA (COMMERCIAL ARTERIAL) cva IzaS's.osssr „3 = �� p- N AJ AJ A U -' �� I �y �z 1 1 PROPOSED DECORATIVE PEDESTRIAN IM INDUSTRIAL MEDIUM COUNT INgDDES ACCESSIBLE SPACES AND I�_1 �i7A7iTi�7ii7i7 .-,'�li�rloirri�� _ \ ,i I i , J � LIGHTING. SEE SITE LIGHTING PLAN FOR SPACES USED BY CART CORRALS +; �_��= TORE! REI'AiNr PROPOSED GREASE 7 RETAIL TO REMAIN. F, s. - ,,,,, - Fr•"r i -I' F �'." TYPES LOCAL JURISDICTION = a OF RENTON, WA "B INIERC_EETOR, SEE k{ ;E „ 5� c '_ =o� 1 --!'�ti s 6, PROPOSED SITE ANALYSIS TABLE ' YELLOW ARCH PLANS �+ j ex�� ROOD ZONE CLASSIFICATION = ZOJE X WAlM1ART 150.244 SF !ieEP` NON°' %.: I BUILDING DATA PAR =192 CEL NUMBERS I I „ y :,ixs n ` ~_ RIIDBUMPSTING :. / ' ' !/ A 1_'f.`�-'!1//� c v'' �. 7 I I� 3059048, 1923059072 PARTING 634 STALLS J 1 ,y x ` ` r , ..� \ zLCV �s`e7 /lui i f .o a r , _ '+ I� I I ! f I EXISTING BUILDING = 134,352 SF ACCESSIBLE 18 STALLS �LI+�N ®A © ERSHIP 9 � 6 A 1 i i E PMSION = 15.892 SF PARKING DATA CART COLS 14 DOUBLE" Li _ . a \ . , OF PROD T - -.. E .vu° -•tl ,<. , I I ( A ' � I WALMART TOTAL = 150,244 SF RATIO 4.2 / taoo csF Y1�! C s a :,� e �� La EXISTING BUILDING TOTAL= 134,352 SF I u y EXISTING PARKING TOTAL = 618 STALLS AACO1NT INCLUDES ACCESSIBLE SPACES AND -� �� - - -� I { LANDSCAPING DATA cQ+u� Rr SPACES USED BY CART CORRALS _.�'.••'^., e f''' ^' m� smc _ ..T S c s!cs. , i aSITE CONTAINS 10 EXISTING CART CORRALS. cl�o. „av�z EXISTING WALMART PARKING RATIO = 4.6 PER 1,000 SF _, ENGINEERS CONSTRUCTION REVIEWED RE OCOONFORMAIFIC TI THE DESIGN INTENT. 6J J'TM I AREA REQUIRED REQUIREMENTS = 35 SF PER STALL EA61tLY .l. c. ac aux; ran ._,e OWNER TO PROVIDE ADDITIONAL CORRALS �.,. 29.39 (INCL NON LEASE AREAS, 730 STALLS) AFTER EXPANSION PROVIDED = FULL AGCESS'" .. J AREA REQUIRED = 25,550 SF STANDARD 9.5' WOE - 401 STALLS K iFS^o�U:ID:AG \ \ \ \.. - L• -�� i'�C! I,�'C1�1.'' AREA PROWDED = 27,795 sF �_ THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDI71DNS OF THE ; STANDARD �s.o' WIDE) = 159 STALLS COMPACT (8.5' X 16') = 59 STALLS - -= NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY BUSH, ROED �^ • ^� 1�^ i �^ PAINT STRIPE LEGEND ACCESSIBLE _ 16 STALLS �? !r �� & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD 35 YEARS lFF� l 9 - . _!__ 1- r' I SWSL/4' SINGLE WHITE SOLID UNE / 4' WIDE EACH J n SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY MBAR A� - R SYSL /4 SINGE YELLOW SOLID LINE / 4' MADE EACH TOTAL PARKING = 634 STALLS DESCRIBED ABOVL�E 11ON SHOW IS CONSISTENT WITH THE DESIGN (°� �) DYSL /4 DOUBLE YELLOW SgJD LINE / 4' DUDE EACI a r INTENT CEPT D ACCURATELY REPRESENTS THE EXISTING 6o fL . - SBYL /4 SINGLE BROKEN YELLOW UNE / 4- WADE EACI WALMART PARKING RATIO = 4.2 PER 1,000 SF CART CORRALS 14 CORItALS (28 STALLS) a t =1 T CON ON AND SU YOR PROVIDED RECORD INFORMATION. Y W ALL EXISTING PARKING TO REMAIN TO BE RESTRIPED WITH Know whafs IOWP - _WpD ' / ONE COAT, NEW PARKING AREAS AND OVERLAY AREAS TO CITY OF RENTON PARKING RATIO = MAX 5.0 PER 1,000 SF /► ATE S BE STRIPED WITH 2 COATS, PER PROJECT SPECIFICATIONS. ASSOCIATE STALLS = 151 STALLS Call before you I L w aE CITY OF RENTONAI.1 ® . '� o AS NOTED CITY 0 F I ♦ 5/9/14 ® , f Approved by. Date, SBB RENTON STORE 1k2516 -05 EXPANSION °~ q I I Approved by. Date �' M® DATUM 1505 Westlake Ave. N. T 206 522-9510 " roe' RECORD DRAWING PACLANO 5/9/14 aFCrsn: ul nu 5 I Plan nin Buildin Public Works Dept. WE ( ) �o ectss ` Approved by. Date JAC • „ol „„„ 9/ 9/ P S� PLAN C -1.0 Suite 305 F (206)522 -8344 '°�sslUMAI ¢to NO. REVISION BY DATE APPR IrrAO.zo S�"atlmf°" 9"FT' °Fi Seattle, WA 98109 www.PAdL%maxo, Approved by. Date .wc AS BUILT 17 4c a Fes] r a w0 dF'm ma� ' N O O rnac+ 1 � o D z (� °z n : f G J z 0 W - cr D IEXISTING CB REMAIN, MA RM ELEVAT E I TRUCK F G If J 2 L I FOOTING 3 C-21 .."'t10S7ING Al." t4 `- -E-27.q STING TYPE I CB i4 d lil STING BURRING TO BE REMOVED , O rn � + t w FOOTPRINT WELL DRAINAGt 1 r,, � I 4' FOOTING .E sz.a,6•WP R� ,•n �,� DRAIN ,_... AT ALL )�� •,• VESTIBULE cU8K(u,-Q) 112110 DRAIN I c °I &$5) CLO,JS Sara_ 'SLIDE' EXPANSION PBUIILODINNGG. g 743 RAINIER AVENUE SOUTH FOOTPRINT r be �L STORE /2516 -05 �t31G$tER.QlIS1RlG__C CANOPY r !. �' 1`3isvE. s. DRAIN o(TM 0 c ADDITDFIA(,U& SF ``9r•,N TOTAL AIi'.923T5Y 'SF im(m I: -aa• r 2123 IE.,6. xE) C- 150E -GR -110 PLANT ER t .& l (N J , 5 ,c DRAIN E-M E(5) B1W16.a ^(lei 1 u 194ff;_ EXISTING ROOF DRAIN DRANO I CONNECTIONS TO REMAIN, COORD. r ,X WITH ARCH EP PLANS. �� F CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR •I E-•„(a) - EXACT LOCA110N AND DIMENSIONS OF VESTIBULE, SLOPED PAVING EXIT PORCHES RAMPS AND TRUCK DOORS PRECISE Px - INDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS FWND Rime r T (206) 522-9510 F (206) 5224344 www.PAdAND.ox+ i cec,T ID cnxJ E 20S' 1 IE-m ca(rr p z].aa IEw2C 1(E e9 4' DRAIN REMAIN O a SPEEDBUMP. ti 7 �l 1 b`PEDBUMW''1'0�' TO`E17SURE - ,t'� + REMAIN. MAINTAIN POSITIVE DRAINAGE DRAINAGE PATH. AWAY FROM N I I_ il RL 1 CO TO 23.8� -_ _ -- RAISE STING--_j � EJ� 1 1 EXISTING ,T �1 I STORM SYSTEM\ ' - 5 \ LIMIiS,OF: h �I - 4 - Li 25. \ - 0 BE CIEMED/11 PN , VARIABLE:. r SEE DRAINAGF,NOTE /10. ' LIFT OVERLAY f _ - - 5A A CONT[tNCCTOR TO ENSURE POSIIVE DRAINAGE AWAY - ` FROM NEW- PAWMENT 'S I \AREAS, CURB NA7•D, GUTTERS. �\ 1 UN�EESS OTHERWISE NO INS7µ1 NEW CURB ANp AT EXISTING GRADE D RETAIL NO FINIS..,6OF F HiJeC ii XJ• I II I I ` ro ,cal' SOTA1 P^ _ h / , 1 t, �. 1 �_ . . � � t z ats) 0-1`- `-' "fm ,,, s -, titer I, • , � I l c T �D R11 ED 5 4 Pa R ��'" 2('[026 >(r. 1_Pi IF VR I-SCAIl.., rid it �Pa ^.TCN 1 huh >v 60 !t_ c • t_I `Iy Er, oN, LL, CITY OF RENTON Approved by. Date 0E4R�6'BB Approved by. Date SBB, M® Approved by. Date RECORD DRAWING PACLAND 5 9 14 JAC Approved by. Date NO. REVISION BY DATE APPR JAC GRADING NOTES J NW 1/4 OF S 199 T 23, R 5 E THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING DRAINAGE SCHEDULE PROPOSED (REV. 7/1/13) T -- CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING Vie-- - CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY STRUCTURE SCHEDULE PIPE SCHEDULE BUSH, ROED & HITCHINGS, SIGNED 10-09 -2012, THE CONTRACTOR IS RESPONSIBLE FOR s1AUCTIM I TYPE RIM ■m PIPE I CIA M LEWIH 9■E I VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. •AL) IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO NE 17.61 II -48 45:&25.06' ❑1 12' 23 0.005 INSTALLATION OF ANY PORTION OF THE STEWORK WHICH WOULD BE AFFECTED. IF E =20.7 CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON 0 II -�. ��, E 17.94 ❑2 12' 26 Ga& 0.004 ' THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A Wk2&Ni 19.6 0 127 67 &885 0.006 TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER Q3 cl��• 25.+25.1-f N 18.72' ❑4 127 34 &m 0.006 I.0 FOR REVIEW t&37t I R � 3. CAUTION - NOTICE TO CONTRACTOR ® II -96' . '25.53' IN =2&4`3 UV (] If 17 0.005 ' f THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND /OR ELEVATION OF T= *IW [7-1 127 1 15 0805 0.011 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS (5) adNIET ® 12' DI 37 @6850.006 UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE `` •_- -!, ±_' INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR © ' T -- �' ❑9 12, 19 4 Bm 0. I ;� .,L MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY � d1 -48° 25.8' r-ax' ® 1Y OI 32 0.005 / � - EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE ® TYPE I 23.9' 41.77 21.8V RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH 5TI If DI 62 49;M 0.00.3 ! CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. O ccTYPE 1 25.2' 21.66' © 12' 47 0." 0.007 ( 1 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE 0 TYPE 1 2f s 24.6 21.84' © 12* 45 0.005 E -„ LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS 11 TYPE I 34424.75' 2235 2205' © if 50 &996 0.007 OTHERWISE NOTED. I © TYPE 1 25.0' 21.0' 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT i FOOL © 12' 66 XM 0.027 ® TYPE I 25.0' E=2i:45 21.3' 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 3 ® 42t 8'DI 62 0.005 ® TYPE 1 44.4' 25.09 N4 19.94' ® 6' DH 23 0AB5 0.008 >() 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE '�.�.1✓ EPA OR APPLICABLE STATE GENERAL N.P.D.ES. PERMIT FOR STORMWATER DISCHARGE ® EX 11 -48' 25.58 EX NEW NW =17.7 19 6° 144 0.010 ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, © EX II -48' MO 26.1' a1 [ 11 111 65 0.005 ' ./ SECTION I, ENVIRONMENTAL COMPLIANCE AND STORMWATER POLLUTION PREVENTION. ' ,.:, " ; 0 TYPE I 25.8' u © 127 175 0.015 SAR CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AND CURBS AS NECESY p 6• TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ® TYPE I 45:3 25.86 23.72' ❑ 156 0.005 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL ® TN 1 23:723.95' , 'L.� O 6' 92 0.005 AEX AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. ® -9 TY 1 245 23.56' NEW W=193. ❑ 127 146 0.029 ' I 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES CO ® TYPE I 43:4` 24.29' 22,79' 91 !IrDOCI( ORAN 53 &B?80.040 TOPSOIL, MIN., OR AS NOTED IN LANDSCAPE PUNS. CONTRACTOR STALL APPLY © 4' FD 100 0.013 STABILIZATION FABRIC TO ALL SLOPES 3HAV OR STEEPER. CONTRACTOR SHALL STABILIZE C.0 27.3' 23.7 V DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH SPECIFICATIONS AND LOCAL © C.0 T6.2' 23.3' © 10° ROL 102 ADS REQUIREMENTS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. / 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME DO 12 FOR BOUNDARY AND 70POGRAPHIC INFORMATION REFER TO PROJECT SURVEY. OE 13. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF OF C.O. 26.7 23.0' i 4; 'J� PAVEMENT, UNLESS OTHERWISE NOTED. y 14. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE • CB CONTAINS TEE FOR WILL CONTROL P21 HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF + CB CONTAINS 10-18° CONTECHe STORMWATER. THE CONTRACTOR STALL ADHERE TO ALL TERMS AND DISCHARGE ASSO AS R=373407 ` I s/ STORMW) E THE GENERAL N.P.D.ES PERMIT FOR O ALL TERMS DISCHARGE ASSOCIATED CSF CARTRIDGES r.R3 %/ WITH CONSTRUCTION ACTIVITIES. " EXISTING CB NEW INVERT AS NOTED W / /il 15. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EXISTING INVERTS TO REMAIN, SEE SURVEY /p EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF y ;FI /, >E Y STORMWATER RUNOFF FROM PROJECT SITE ++ NTH TRASH RACK AND RP RAP PAD rr6z 16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE to CONSTRUCTED TO SAME cCNTIH CONCRETE COLLAR I STANDARDS. 17. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY ALL UTILITY PIPES THAT WILL, Y ABANDONED MUST BE ABANDOIffD ER BE CITY LINE OF THE FOOTINGS. ALL CATCH BASINS AND STRUCTURES SHALL ,1 !i X BE ADJUSTED TO NEW FINISHED GRADE. YeR LEGEND (SEE SURVEY FOR EX. LEGEND) STORM DRAINAGE NOTES I / 1 EXISTING CONTOUR =- r I ) 1"/1 1. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. PROPOSED CONTOUR ;r 2 ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, SPOT ELEVATION 26.9 _ MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N =0.012 OR LESS. 1 t hr , TYPE I CATCH BASIN ■ 3. ALL STORM PIPE ENTERING STRUCTURES STALL BE GROUTED TO ASSURE CONNECTION AT c-6.o STRUCTURE IS WATERTIGHT. 1 4. ALL STORM MANHOLES IN PAVED AREAS SHALL BE FLUSH NTH PAVEMENT, AND SHALL r�a1 TYPE II CATCH BASIN HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' i , I ABOVE FINISH GRADE LIDS SHALL BE LABELED 'DRAIN' IN 2' RAISED LETTERS 3 CLEANOUT TO GRADE 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM r�52 (C.O.LG.) l I/ INVERT IN TO INVERT CUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL 3 STORM DRAIN PIPE �- '_, 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE @•1 F, EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLONJNE OF GUTTER (MERE e6' CHA"K FENCE II APPLICABLE). o-9.0 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS 2 2% SLOPE AREA AND AT EXISTING CBS TO REMAIN. F62 RIP -RAP 8. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS FINISHED BOOR EIJEVAININ FFE I SHOWN. 9. STORM DRAINAGE PIPE WITH LESS THAN 2' -0' COVER SHALL BE DUCTILE IRON PIPE, OR TOP OF CURB Tc - r= APPROVED EQUAL TO SUSTAIN H-20 LOADING. TOP OF PAVEMENT 7P , 10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED, REPAIRED, AND BROUGHT UP TO HIGH POINT HP %\ 1 GRADE AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND / \I iJ DEBRIS. LOW POINT LP 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL ROOF DRAIN LINE ROL Know whafs below. `.� BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND /OR REFUGE THE EXISTING FOOTING DRAIN FD -�F -` STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. Call before you dig. RIDGE/VALLEY +RIB6E- /�AHfY- j ENGINEERS CONSTRUCTION RECORD CERTIFICATION I 1 1 AS NOTED CITY OF � -R RENTON I� DATUM Planning /Building /Public Works Dept. 6 XO! CIE pRN 5('NE •apmxCLY THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY BUSH, ROOD & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOY11, AND ACCURATELY REPRESENTS THE EXISTING CONDIi NS)APR.GA ACTOR AND SURVETPR PROVIDED RECORD INFORMATION. STORE #2516 -05 EXPANSION GRADING AND DRAINAGE PLAN AS BUILT /s�g' r -3 314 07 1 IT PMi DaanD xo C -2.0 ayr •a-1 i4 d lil \i O rn � + t w z / 1 r,, I )�� RETAIL NO FINIS..,6OF F HiJeC ii XJ• I II I I ` ro ,cal' SOTA1 P^ _ h / , 1 t, �. 1 �_ . . � � t z ats) 0-1`- `-' "fm ,,, s -, titer I, • , � I l c T �D R11 ED 5 4 Pa R ��'" 2('[026 >(r. 1_Pi IF VR I-SCAIl.., rid it �Pa ^.TCN 1 huh >v 60 !t_ c • t_I `Iy Er, oN, LL, CITY OF RENTON Approved by. Date 0E4R�6'BB Approved by. Date SBB, M® Approved by. Date RECORD DRAWING PACLAND 5 9 14 JAC Approved by. Date NO. REVISION BY DATE APPR JAC GRADING NOTES J NW 1/4 OF S 199 T 23, R 5 E THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING DRAINAGE SCHEDULE PROPOSED (REV. 7/1/13) T -- CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING Vie-- - CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY STRUCTURE SCHEDULE PIPE SCHEDULE BUSH, ROED & HITCHINGS, SIGNED 10-09 -2012, THE CONTRACTOR IS RESPONSIBLE FOR s1AUCTIM I TYPE RIM ■m PIPE I CIA M LEWIH 9■E I VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. •AL) IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO NE 17.61 II -48 45:&25.06' ❑1 12' 23 0.005 INSTALLATION OF ANY PORTION OF THE STEWORK WHICH WOULD BE AFFECTED. IF E =20.7 CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON 0 II -�. ��, E 17.94 ❑2 12' 26 Ga& 0.004 ' THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A Wk2&Ni 19.6 0 127 67 &885 0.006 TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER Q3 cl��• 25.+25.1-f N 18.72' ❑4 127 34 &m 0.006 I.0 FOR REVIEW t&37t I R � 3. CAUTION - NOTICE TO CONTRACTOR ® II -96' . '25.53' IN =2&4`3 UV (] If 17 0.005 ' f THE CONTRACTOR IS SPECIFICALLY CAUTIONED AT THE LOCATION AND /OR ELEVATION OF T= *IW [7-1 127 1 15 0805 0.011 EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS (5) adNIET ® 12' DI 37 @6850.006 UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE `` •_- -!, ±_' INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR © ' T -- �' ❑9 12, 19 4 Bm 0. I ;� .,L MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY � d1 -48° 25.8' r-ax' ® 1Y OI 32 0.005 / � - EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES IT SHALL BE THE ® TYPE I 23.9' 41.77 21.8V RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH 5TI If DI 62 49;M 0.00.3 ! CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. O ccTYPE 1 25.2' 21.66' © 12' 47 0." 0.007 ( 1 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE 0 TYPE 1 2f s 24.6 21.84' © 12* 45 0.005 E -„ LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS 11 TYPE I 34424.75' 2235 2205' © if 50 &996 0.007 OTHERWISE NOTED. I © TYPE 1 25.0' 21.0' 5. EXISTING GRADE CONTOUR INTERVALS SHOWN AT i FOOL © 12' 66 XM 0.027 ® TYPE I 25.0' E=2i:45 21.3' 6. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. 3 ® 42t 8'DI 62 0.005 ® TYPE 1 44.4' 25.09 N4 19.94' ® 6' DH 23 0AB5 0.008 >() 7. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE '�.�.1✓ EPA OR APPLICABLE STATE GENERAL N.P.D.ES. PERMIT FOR STORMWATER DISCHARGE ® EX 11 -48' 25.58 EX NEW NW =17.7 19 6° 144 0.010 ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, © EX II -48' MO 26.1' a1 [ 11 111 65 0.005 ' ./ SECTION I, ENVIRONMENTAL COMPLIANCE AND STORMWATER POLLUTION PREVENTION. ' ,.:, " ; 0 TYPE I 25.8' u © 127 175 0.015 SAR CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AND CURBS AS NECESY p 6• TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ® TYPE I 45:3 25.86 23.72' ❑ 156 0.005 9. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL ® TN 1 23:723.95' , 'L.� O 6' 92 0.005 AEX AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. ® -9 TY 1 245 23.56' NEW W=193. ❑ 127 146 0.029 ' I 10. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES CO ® TYPE I 43:4` 24.29' 22,79' 91 !IrDOCI( ORAN 53 &B?80.040 TOPSOIL, MIN., OR AS NOTED IN LANDSCAPE PUNS. CONTRACTOR STALL APPLY © 4' FD 100 0.013 STABILIZATION FABRIC TO ALL SLOPES 3HAV OR STEEPER. CONTRACTOR SHALL STABILIZE C.0 27.3' 23.7 V DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH SPECIFICATIONS AND LOCAL © C.0 T6.2' 23.3' © 10° ROL 102 ADS REQUIREMENTS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. / 11. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME DO 12 FOR BOUNDARY AND 70POGRAPHIC INFORMATION REFER TO PROJECT SURVEY. OE 13. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF OF C.O. 26.7 23.0' i 4; 'J� PAVEMENT, UNLESS OTHERWISE NOTED. y 14. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE • CB CONTAINS TEE FOR WILL CONTROL P21 HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF + CB CONTAINS 10-18° CONTECHe STORMWATER. THE CONTRACTOR STALL ADHERE TO ALL TERMS AND DISCHARGE ASSO AS R=373407 ` I s/ STORMW) E THE GENERAL N.P.D.ES PERMIT FOR O ALL TERMS DISCHARGE ASSOCIATED CSF CARTRIDGES r.R3 %/ WITH CONSTRUCTION ACTIVITIES. " EXISTING CB NEW INVERT AS NOTED W / /il 15. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EXISTING INVERTS TO REMAIN, SEE SURVEY /p EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF y ;FI /, >E Y STORMWATER RUNOFF FROM PROJECT SITE ++ NTH TRASH RACK AND RP RAP PAD rr6z 16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE to CONSTRUCTED TO SAME cCNTIH CONCRETE COLLAR I STANDARDS. 17. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY ALL UTILITY PIPES THAT WILL, Y ABANDONED MUST BE ABANDOIffD ER BE CITY LINE OF THE FOOTINGS. ALL CATCH BASINS AND STRUCTURES SHALL ,1 !i X BE ADJUSTED TO NEW FINISHED GRADE. YeR LEGEND (SEE SURVEY FOR EX. LEGEND) STORM DRAINAGE NOTES I / 1 EXISTING CONTOUR =- r I ) 1"/1 1. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. PROPOSED CONTOUR ;r 2 ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, SPOT ELEVATION 26.9 _ MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N =0.012 OR LESS. 1 t hr , TYPE I CATCH BASIN ■ 3. ALL STORM PIPE ENTERING STRUCTURES STALL BE GROUTED TO ASSURE CONNECTION AT c-6.o STRUCTURE IS WATERTIGHT. 1 4. ALL STORM MANHOLES IN PAVED AREAS SHALL BE FLUSH NTH PAVEMENT, AND SHALL r�a1 TYPE II CATCH BASIN HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' i , I ABOVE FINISH GRADE LIDS SHALL BE LABELED 'DRAIN' IN 2' RAISED LETTERS 3 CLEANOUT TO GRADE 5. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM r�52 (C.O.LG.) l I/ INVERT IN TO INVERT CUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL 3 STORM DRAIN PIPE �- '_, 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE @•1 F, EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLONJNE OF GUTTER (MERE e6' CHA"K FENCE II APPLICABLE). o-9.0 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS 2 2% SLOPE AREA AND AT EXISTING CBS TO REMAIN. F62 RIP -RAP 8. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS FINISHED BOOR EIJEVAININ FFE I SHOWN. 9. STORM DRAINAGE PIPE WITH LESS THAN 2' -0' COVER SHALL BE DUCTILE IRON PIPE, OR TOP OF CURB Tc - r= APPROVED EQUAL TO SUSTAIN H-20 LOADING. TOP OF PAVEMENT 7P , 10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED, REPAIRED, AND BROUGHT UP TO HIGH POINT HP %\ 1 GRADE AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND / \I iJ DEBRIS. LOW POINT LP 11. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL ROOF DRAIN LINE ROL Know whafs below. `.� BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND /OR REFUGE THE EXISTING FOOTING DRAIN FD -�F -` STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. Call before you dig. RIDGE/VALLEY +RIB6E- /�AHfY- j ENGINEERS CONSTRUCTION RECORD CERTIFICATION I 1 1 AS NOTED CITY OF � -R RENTON I� DATUM Planning /Building /Public Works Dept. 6 XO! CIE pRN 5('NE •apmxCLY THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY BUSH, ROOD & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOY11, AND ACCURATELY REPRESENTS THE EXISTING CONDIi NS)APR.GA ACTOR AND SURVETPR PROVIDED RECORD INFORMATION. STORE #2516 -05 EXPANSION GRADING AND DRAINAGE PLAN AS BUILT /s�g' r -3 314 07 1 IT PMi DaanD xo C -2.0 ayr •a-1 u 0 d 46 �aa O rn � 1 w z °z A 0 H cc J Z C O Z W cr L11 EXISTING 18' OUTLET TO BIOSWALE INVERT = 17.5 NEW 18" TEE STRUCTURE INSTALL PER DETAIL 2 ON THIS SHEET PIPE 4, DISCHARGE TO STRUCTURE 3, E STORMFILTER CARTRIDGE TREATMENT SYSTEM F 111 It J K L in \ \ EXISTING 12" INLET INVERT = 17.7 i NOTE: 1. CONTRACTOR TO CONFIRM SIZE, INVERT AND LOCATION OF INLET AND OUTLET PIPES. 2. MAINTAIN A MINIMUM 24" CLEARANCE BETWEEN EXISTING STEPS/LADDER AND NEW TEE STRUCTURE. EXISTING 18" INLET INVERT = 17.3 INLET INVERT = 17.2 EXISTING CB WITH TEE NON — SHRINK GROUT GALV STEEL STRAPS W /ANCHOR BOLTS COUPLING WITH WATER TIGHT SEAL. PVC TEE (SCH. 40) CATCH BASIN (SAME 6 AS OUTLET PIPE). 1/2 PIPE 0 CONTROL PIPE 4, DISCHARGE TO STRUCTURE 3, STORMALTER CARTRIDGE TREATMENT TRASH RACK caz --PIPE END INVERT 20.35' /-RIP RAP aez / i 1% SEED BIOSWALE PER THE FOLLOWING SEED MIXTURE: GRASS SEED MIX 1 SUITABLE FOR BIOFILTRATION SWALE TREATMENT AREAS (TABLE 6.3.1.0 OF THE 2009 KCSWDM) 75 -80% TALL OR MEADOW FESCUE 10 -15% SEASIDE CREEPING BENTGRASS OR COLONIAL BENTGRASS 5 -10% RED TOP (NOTE ALL PERCENTAGES ARE BY WEIGHT) PLAN VIEW L- B 1' CHECK DAM, SEE NOTES BELOW. VIEW A —A aas TRASH RACK 1' CHECK DAM, PIPE END INVERT 21.50' SEE NOTES BELOW. a RIP RAP 1% aex 20'; CHECK DAM NOTES 1. CHECK DAMS SHALL BE 1' HIGH WITH 2:1 SIDE SLOPES AND 1' KEYED BELOW SWALE BOTTOM. 2. CHECK DAMS SHALL BE CONSTRUCTED OF RIP RAP IN ACCORDANCE WITH SECTION 9 -13.1 OF THE WSDOT STANDARD SPECIFICATIONS AND SHALL BE RESONALLY WELL GRADED AS FOLLOWS: 100% PASSING 8" SIEVE 40 -60% PASSING 6" SIEVE 0 -10% PASSING 2" SIEVE FAIM H:1 "= 5'V:1 " =10' FOUNDATION SUBSURFACE PREP NOTES I NW 1/4 OF S 19, T 23, R 5 E UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND /OR SPECIFICATIONS, THE UMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE DIRECTLY BENEATH AND 5 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SP1) TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER, PORCHES, RAMPS, STOOPS, TRUCK WELLS /DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER, COMPACTOR PAD, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND THE APPURTENANCES. BUILDING EXPANSION ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BASE. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE MINIMUM 6 —INCH THICK 'BUILDING SLAB BASE MATERIAL" SHALL CONFORM SPECIFICATION SECTION 02300. IF THE 1UILDING SLAB BASE MATERIAL" BECOMES SEGREGATED DURING SPREADING, THE AFFECTED AREAS OF GRAVEL SHALL BE KEYED WITH 'CHOKER MATERIAL' CONFORMING TO THE GRADATION AND THICKNESS REQUIREMENTS PRESENTED IN SPECIFICATION SECTION 02300. INSTALL A 10 —MIL THICK VAPOR RETARDER, MEETING ASTM E1745, CLASS A REQUIREMENTS, PLACED ABOVE THE BASE AND DIRECTLY BELOW THE SLAB. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE BASE MATERIAL MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW GRADE STRUCTURES SHALL BE REMOVED FROM THE BUILDING AREA. UNDERGROUND UTILITIES WITHIN THE PROPOSED BUILDING PAD SHALL BE COMPLETELY REMOVED AND THE RESULTING EXCAVA11ONS BACKFILLED PITH SATISFACTORY MATERIALS' PER SPECIFICATION SECTION 02300. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL, AND SOFT OR OTHERWISE 'UNSATISFACTORY MATERIAL' FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE IN THE PRESENCE OF THE OWNER'S CTL. WHERE PROOFROWNG CANNOT BE SUCCESSFULLY COMPLETED DUE TO ACCESS UMITATIONS, EFFORTS TO DETECT 'UNSATISFACTORY MATERIALS" SHALL BE ATTEMPTED IN ACCORDANCE WITH SPECIFICATION SECTION 02300. REMOVE AND REPLACE UNSATISFACTORY MATERIALS" PITH SATISFACTORY MATERIALS" PER SPECIFICATION SECTION 02300 AND /OR STABILIZATION MATERIALS PER SECTION 02340. SATISFACTORY MATERIAL SHALL BE PLACED PER SPECIFICATION SECTION 02300. THE FOUNDATION SYSTEM SHALL BE AUGERCAST PILES AND GRADE BEAMS EXISTING BUILDING REMOVE THE EXISTING SLAB AS SHOWN ON THE PLANS. TRENCHES SHALL BE EXCAVATED IN ACCORDANCE WITH SPECIFICATION SECTION 02300 AND BE BACKALLED WITH SATISFACTORY MATERIALS" PER SPECIFICATION SECTION 2300. WHERE EXCAVATIONS PENETRATE EXISTING FLOOR SLABS, THE CAPILLARY BREAK AND BASE MATERIAL (IF PRESENT) THE TRENCH SIDEWALLS SHALL BE RETAINED SO AS TO NOT UNDERMINE THE SURROUNDING SLAB. PRESERVE AND PROTECT THE EXISTING SLAB THAT REMAINS, AS WELL AS OTHER STRUCTURAL ELEMENTS, FROM DAMAGE DURING CONSTRUCTION. WHERE EXISTING BUILDING SLAB BASE MATERIAL IS REMOVED IN TRENCH AREAS AND OTHER AREAS WHERE THE SLAB IS REMOVED, ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB AND BUILDING SLAB BASE MATERIAL. INSTALL A 10 -MIL THICK VAPOR RETARDER, MEETING ASTM E1745, CLASS A REQUIREMENTS, PLACED AT THE SAME ELEVATION AS THE EXISTING VAPOR BARRIER, IF ONE IS PRESENT. THE EXISTING VAPOR BARRIER SHALL BE PRESERVED AND THE REPLACEMENT BARRIER OVERLAPPED WITH THE EXISTING BARRIER TO PROVIDE A CONTINUOUS VAPOR BARRIER. REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. IN UNDISTURBED SLAB BASE AREAS, THE CONTRACTOR SHALL COMPACT THE EXISTING BUILDING SLAB BASE MATERIAL IN THE PRESENCE OF THE OWNER'S CTL IN ORDER FOR THE CTL TO OBSERVE THE STABILITY OF THE SUBGRADE AND BUILDING SLAB BASE MATERIAL, THE CTL SHALL THEN DENSITY TEST THE BUILDING SLAB BASE MATERIAL TO CONFIRM THAT IT MEETS THE COMPACTION SPECIFICATIONS IN SECTION 02300. NEW 'BUILDING SLAB BASE MATERIAL" SHALL BE A MINIMUM OF 6 INCHES THICK AND SHALL CONFORM TO THE PRODUCT REQUIREMENTS PRESENTED IN SPECIFICATION SECTION 02300. IF THE 'BUILDING SLAB BASE MATERIAL' BECOMES SEGREGATED DURING SPREADING, THE AFFECTED AREAS OF GRAVEL SHALL BE KEYED PITH 'CHOKER MATERIAL" CONFORMING TO THE GRADATION AND THICKNESS REQUIREMENTS PRESENTED IN SPECIFICATION SECTION 02300. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED EQUIVALENT ALTERNATIVE 'BUILDING SLAB BASE MATERIAL" MUST BE SUBMITTED FOR APPROVAL WITHIN 30 DAYS AFTER AWARD OF CONTRACT. ANY EQUIVALENT ALTERNATIVE SHALL ONLY BE USED IF APPROVED IN WRITING BY THE CEC AND AOR. EXCAVATIONS SHALL NOT ENCROACH UPON THE BEARING SOIL OF EXISTING FOUNDATIONS. THE BEARING SOIL IS DEFINED AS THE PRISM OF SOIL BENEATH A LINE THAT EXTENDS DOWN AND AWAY FROM THE BOTTOM EDGES OF A FOOTING AT 1'% HORIZONTAL TO i VERTICAL WHEN ENCROACHMENT CANNOT BE AVOIDED, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND SHALL NOT PROCEED UNTIL FURTHER INSTRUCTION FROM THE CONSTRUCTION MANAGER. SATISFACTORY MATERIAL SHALL BE PLACED PER SPECIFICATION SECTION 02300. PROOFROLL EXPOSED SUBGRADE IN THE PRESENCE OF THE OWNER'S CTL WHERE PROOFROWNG CANNOT BE SUCCESSFULLY COMPLETED DUE TO ACCESS LIMITATIONS, EFFORTS TO DETECT UNSATISFACTORY MATERIALS' SHALL BE ATTEMPTED IN ACCORDANCE WITH SPECIFICATION SECTION 02300. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER THE WAL -MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. THIS INFORMATION WAS TAKEN FROM A GEOTECHNICAL REPORT PREPARED BY ZIPPER GEO ASSOCIATES, LLC, DATED 10/8/12. ( GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION). to =1 R- 313408 PIPE 7, FROM STRUCTURE 7 CHAINUNK FENCE Fen CHAINUNK FENCE o-au GUIDE RAIL @ WAL —MART PARKING 1L 2 30 MIL IMPERMEABLE UNER y INSTALL FILTER FABRIC PER WSDOT� 6" MIN. AMENDED SOIL STD. SPEC 9- 33.2(1), 2" COMPOST TILLED INTO TABLE 2 8' MIN. 6" NATIVE SOIL 110 LF 6" DIA. PERFORATED 5/8" MINUS CLEAN DRAIN PIPE, 1% SLOPE ROCK. VIEW B —B MIN 6" COVER OVER PIPE I MI � LY 16 N 1505 Westlake Ave. N. T (206) 522-9510 8 54875 o �IST81 Suite 305 F (206) 522 -8344 ONAL �� Seattle, WA 98109 WWW.PAdMMON CITY OF RENTON Approved by. Dote Approved by. Date Approved by. Date Approved by. Date r a wo V AS NOTED �.wlam° wH martw DATUM N O � y m > O c � o ' x a' o m SBB z (� z o Sm. MEB RECORD DRAVANG PACLAND 5_/9/14 orcaatt JAC F~ NO. REVISION BY DATE APPR .InC SPECIAL INSPECTIONS AND TESTING FOR SITE EXCAVATION AND GRADING SPECIAL INSPECTIONS FOR BUILDING PAD PREPARATION AS REQUIRED BY SECTION 1704 OF THE INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF WASHINGTON AND THE CITY OF RENTON. 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. VERIFICATION, OBSERVATION AND TESTING ACTIVITIES SHALL BE PER THE PRO ECT SPECIFICATIONS. ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY CRABTREE SURVEYING. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. 3 AMCITY OF 11i�li�� RENTON STORRE#25516-05EXPANSION GpMDM AD DpAMGE SECTIOM Planning /Building /Public Works Dept. AND DETALS AS BUILT 4 C -2.1 ' 21 `4 >y r a wo V N O � y m > O c � o ' x a' z (� z A G z 0 z LL cc D E F G QTV I F1 %J I F-111--iiiiiia I - - - - - - - - - - - - - 7 0 G 1F 8' DEC r A 10 RE MA K,' COK 10" IN PAPS O D NOT A P I m m 9U. 4701 A IM0.061 CON, CON. i 121 I Ht 1n Ur CON. BUILDING 8' DEC. Pi 11711 CON. 8* DEC. HAS BEEN DEMOLISHED f• DEC. 0 0 G G (D GRAVEL AND LANDSCAPE AREA TO BE CLEARED 10* DEC. 8" DEC. �M T DEC --- � l�� 6' EXISTING MATURE C 0 E�� - j) "�— STING LOT TREE TO REMAIN D 10 DEC. LINE (Typ.) DEC. D.tc 8. REMOVED CON 12° CON. 6* DEC 8 DEC V DEC. " DEC BUILDING DEC 6 DEC DE DECU 1- 1 8' DEC. 91 6* DEC. 6' OOK 67 CON --WM51-QN - C H CAR N DEC. GP erg A CENTER DE DEC. 6 DEC. DEC 6' DEC. QQQ FUTURE BUILDING EXISTING 111 ❑ 6* DEC. AREA TREE TO BE DECO REMOVED (TYP.) 6- DECCD 6 �6° DEC. 8* DECO 8 - DECO 6" DEC. V DEC. EC. 'SLIDE' EXPANSION 6" DEC. 1 "E) 743 RAINIER AVENUE SOUTH 6 DEC 6' DEC. 8 6- DECO 6' DEC EXISTING MATURE EXISTING MATURE TREE 8* cc STORE #2516-05 DEC. TREE TO BE TO REMAIN PP. U a 6' DEC. LR-129-ER-EXISTING REMOVED DEC. 7--,1_7 134,352 SIF 6* EC. (TyP-) DIE ADDITIONAL AREA = 15,892 SF TOTAL AREA. 150,244 SF DEC. C-150E-GR-NO 6* DEC FFE 27.5 6' DEC. i-710=, T"i NOT PF 0 I 1 ° Lj j�I�T�TitT ?ice / 6" DEC, 13 IV + 8' DEC. + IWND RMAR/Cw EXISTING MATURE TREE TO REMAIN (TIP.) Ir w HONDA DEALERSHIP NOT A PART OF PROJECT A T (206) 522-9510 IF (206) 522-8344 1111iliFIACIRACLANI CITY OF RENTON Approved by. — Date = 20 TOTAL MATURE TREES ON-SITE Approved by. — Date LEGEND Approved by. Date 00 EXISTING MATURE TREE TO BE REMOVED ADDroved bv.— Date No I N II Illj UJ Z IP I Li Z aiis rE roue CON. CON 6 /A/l/ 81 Y A 1-�-` T J /L 167)i T_ NW 1/4 OF 8 19. T 23. R 5 E 1. ALL TREE DATA BELOW REFERS TO TREES OF 6° CALIPER AND GREATER WITHIN THE PROJECT AREA. TREE DATA EXISTING MATURE TREES TO REMAIN = 53 EXISTING MATURE TREES TO BE REMOVED = 20 TOTAL MATURE TREES ON-SITE = 73 % OF MATURE TREES RETAINED = 73% LEGEND EXISTING MATURE TREE TO REMAIN 00 EXISTING MATURE TREE TO BE REMOVED XE PROPOSED LEASE LINE EXISTING LEASE LINE - TO BE REMOVED SEE LANDSCAPE PLAN FOR LOCATIONS AND TYPES OF PROPOSED TREES. CONTRACTOR TO HAVE LANDSCAPE ARCHITECT CONFIRM TREES TO REMAIN/TO BE REMOVED PRIOR TO COMMENCEMENT OF CONSTRUCTION CI n, 7 :IETAIL TO REMAIN. 8271 NOT A PART OF PW)JECTTY/ ,/-, R=373409 ENGINEERS CONSTRUCTION RECORD CER11FICAII0N THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. GRAPHIC SCALE I THIS PLAN, AS MODIFIED HERON, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON INFORMATION PROVIDED BY BUSH, ROED & HITCHINGS, INC. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD IN SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY FEZr 1 inch 60 _!L DESCRIBED ABOVE, CONS UCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS AND ACCURATELY REPRESENTS THE EXISTING I CONS AND SUR PROVIDED RECORD INFORMATION. 0MID1 PAC TION IBM ATE BB 5/9/14 AS NOTED CITY OF %*h I wt S PACLAND 5/9/14 SB8, MED RENTON STORE #2516-05 EXPANSION ORD DRAWING Plan ning/Building/Public Works Dept. JAC_ TREE INVENTORY PLAN TFO 6 Ml pE TOUT REVISION BY DATE APPR Ii �y JAC AS BUILT TTT 9"`T1 —T<: a Fes] 6 z 0 I J Q Z G O F- Z W cr 11 E F G H I K W SEE DETAIL SHEET - I I IF i _ I I < 11\ ■ ■ r, I I BA RIVER ROO --- SFF PI A91 u _SAM SIN TREES ,I _IN I M 51 hit=1 1% 1 PLANTING .�► 1V" � �I NOTES: I Gn' ' N O � o 1. I: 1% 1 PLANTING 3 a � �I NOTES: I Gn' ' N O � o 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE 2 ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT DST. 3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE DURING, AND AFTER INSTALLATION. 5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE C IS S 0 REPAIRING ANY AND A DAMAGE TO UTILITIES STRUCTURES SITE APPURTENANCES ETC. WHICH OCCURS AS A RESULT OF THE CONTRACTOR RESPONSIBLE FOR ALL , LANDSCAPE CONSTRUCTION. & THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, MOWING, ETC.) OF THE PLANTING AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER. 10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A WARRANTY PERIOD (SEE 02900 SPECIFICATION) BEGINNING ON THE DATE OF SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE WARRANTY PERIOD. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12 ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 13. STANDARDS SET FORTH IN °AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH OF THREE INCHES. 15. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD. 16. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 17. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 18. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN GRAPHICALLY. 19. ALL LAWN AREAS ARE TO RECEIVE 4" OF TOPSOIL. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL 20. REFER TO SPECIFICATIONS FOR ALL INFORMATION NEEDED FOR IMPLEMENTATION OF PLANTING PLANS. 21. ALL LANDSCAPED AREAS ARE TO BE WATERED NA AUTOMATIC IRRIGATION SYSTEM. 22 INSTALL A WEED BARRIER IN ALL LANDSCAPE BED AREAS (SEE SPECIFICATIONS). 23. A 47X6' WOOD HEADERBOARD (SEE LANDSCAPE & IRRIGATION DETAIL SHEET) SHALL BE INSTALLED BETWEEN ALL GRASSED AREAS (SOD OR HYDROSEED) AND LANDSCAPE PLANTING BEDS. ALSO, A WOOD HEADERBOARD SHALL BE INSTALLED BETWEEN GRAVELED OR ROCKED AREAS AND LANDSCAPE AREAS (BED OR GRASSED). 24. PARKING LOT PLANTERS SHALL BE BERMED AT A 4:1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH FROM SLUFFING ONTO PAVEMENT. PLANT SCHEDULE v v v I[3i1 �f v7-v v I11111�® ,j.� in g� GRASSES .A% % • m I� �� V I Iv, / I:TT/ /"111\ 1 � //" I:T;�� •� I!•S/ I- \�� •a �. EH t� AT IIIIIII 'SUDE' EXPANSION 743 RAMER AVENUE SOUTH STORE 02516-05 • /n 134,352 SF ADDITIONAL AREA 111: 15,892 SF Ain TOTAL AREA- m •'I w.a +14Y11E8lIN@GPlx t@Vl�eOiga�a Nfl1lYmmW / / -e r < 150,244 v FFE 27.6 Im OR -1 (I ILA ILA Ill •v • •0 , r Hal �• GRASSES GRASSES `� 1'v qll yyI / ��I 1� iii �, 'f ° • •I �.� :1 1;7;1 ,. � II ► 1,71 "' .� \ ��\ IT:� 1T7 `�.L ► 11,.► I,T;a `" ,� ► • - ' � v � !I1 �c � 0 v � � -y1�1 •, - ' • HIT► ' I °T;� 17:1 �II ► ;•'c..::'•'.. ' v v v v � 77171 p. ,.:••• �I REPAIR DAMAGE FROM ;:" RETAIL TO REMAIN SAS NEEDED IRRIGATION PIPE _ INQTAI I Amm NOT A PART . _, _ - - N �� *AS NEEDED � u s 21911 76th Ave. West T (425) JS,,: SUM 2D8 F (42S) 275-0272 Etkilands, WA 98026 www.PAd�.am LIQUIDAMBAR STYRACIFLUA 'PALO ALTO'/ PALO ALTO' SWEETGUM MAGNOLIA 'GALAXY/ GALAXY MAGNOLIA MAGNOLIA STELLATA 'ROYAL STAR'/ 'ROYAL STAR' MAGNOLIA THUJA OCCIDENTALIS "SMARAGD" / EMERALD GREEN ARBORVITAE SHRUBS EUONYMUS ALATA 'COMPACTA'/ -ROSA RUGOSA 'NEARLY WILD'/ NEARLY WILD' ROSE - SPIRAEA TRILOBATA 'FAIRY QUEEN'/ FAIRY QUEEN SPIRAEA -TAXUS X MEDIA'DENSIFORMIS'/ DENSE SPREADING YEW GROUNDCOVER^ HELIB TOTRIC ONN SSEM (60�)OUS/ NA MEXICAN TENUISSIMA FEATHER GRASS (407) GAULTHERIA SHALLON /SALA MISCANTHUS SINENSIS 'MORNING LIGHT./ MORNING LIGHT MISCANTHUS 80 %) CALPMAGROSTIS ACYTIFLORA 'KARL FOERSTER'/ KARL FOERSTER FEATHER REED GRASS (20 %) MAHONIA REPENS/ CREEPING MAHONIA HYDROSEED AREA RIVER ROCK /COBBLESTONES 'ACING REQUIREMENTS 2" CAL MATCHED SET, B&B 10' MIN. HT., BRANCHED ® 5, SPECIMEN QUALITY 2" CAL, MATCHED SET, B &B, 10' MIN. HT., BRANCHED ® 5', SPECIMEN QUALITY 20 GAL. CONT., MATCHED SET, B &B, 8' MIN. HL, SPECIMEN QUALITY 4' -5' HT, B&B PLANT 0 2 -1/2' O.C. 181 HT., B &B, FULL & BUSHY 5 GFFULLL & BUSH T., Y MIN. H 18 -21" MIN. SPREAD, B&B, SPECIMEN QUALITY 5 GAL. CONT., 18" MIN. HT., FULL & BUSHY 5 GAL, CONT. 15" MIN. SPRD., FULL & BUSHY 5 GFULL & BUSH MIN. HT., Y PRESERVE AND PROTECT, LOCATION AS SHOWN ON PLAN 2 GAL. CONT., PLANT ® 30" O.C. 1 GAL CONT., PLANT ® 24" O.C. 5 GAL CONT., PLANT ® 42" O.C. PLACE 'KARL FOERSTER' GRASS AT EDGES 1 GAL CONT., PLANT ® 18" O.C. BIOFILTRATION SWALE MIX 1 (KING COUNTY SURFACE WATER MANUAL TABLE 61 6" DEPTH OF 2 -5" SIZE RIVER ROCK/ COBBLESTONES ,1 SYMBOL BOTANICAL COMMON NAME SIZE COMMENTS EXISTING AUSTRIAN PINE (4-10 CAL) TO REMAIN, LOCATION AS SHOWN ON PLAN, 1 — O PRESERVE AND PROTECT C_RAPMr RrAT.P. I EXISTING CRABAPPLE 2 -4" CAL TO REMAIN LOCATION AS SHOWN ON PLAN CITY OF RENTON Approved by. Date Approved by. Date Approved by. Date Approved by. Date FNO. YAI7.Af1U a Ua 14 - -- 1� PACIAND 3/29/13 a "a mp REVISION BY DATE APPR ""rte _ ( ) PRESERVE AND PROTECT EXISTING DOUGLAS FIR (4 -12" CAL) TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT EXISTING PIN OAK (4-9" CAL) TO REMAIN, LOCATION AS SHOWN ON PLAN, m PRESERVE AND PROTECT (� EXISTING SUMAC (2 -3" CAL) TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT EXISTING SWEEFGUM (4-12' CAL) TO REMAIN, LOCATION AS SHOWN ON PLAN, PRESERVE AND PROTECT 'F' wmru: ruw ,cee AS NOTED«�^�- ^' „ " "' CITY OF i w wR E N TON STORE #2516 -05 EXPAN °XE °1tl1 DATUM Planning /Building /Public Works Dept. LANDSCAPE PLAN 6 XO tlE WJI �N0.9 AS RU11 T *CONTROLLER CONTROLLER SHALL BE A PEDESTAL MOUNT MODEL LOCATED WITHIN PLANTING BED AT LEAST 6' BACK FROM EDGE OF CURB. VERIFY EXACT LOCATION WITH ARCHITECT. PROVIDE CONCRETE PAD FOR SECURING PEDESTAL CONTROLLER (SEE DETAIL 'E' ON SHEET L -3.0), AS WELL AS SEPARATE 15 AMP CIRCUIT AND 120 VOLT AC POWER TO CONTROLLER. PROVIDE CONDUITS FROM CONTROLLER TO PLANTING AREA AS SHOWN. EXTEND 24' INTO PLANTING BED, 18' BELOW GRADE. CAP AND FLAG. R- 313410 PY - 12-`373Y 1 a CERTIFICATE NM =7 ON LI `41 -'4 - XXXXX, 3 >y 3 a � �I A 0 wo I Gn' ' N O � o w z °z 0 i f'- Q _ Z c O Z W 0 F E i F 2, �BA m TIE INTO MANUFACTURER CAT EXISTING DRIP IRRIGATION N GARDEN SYSTEM AT 12 -INCH INTERVALS. SPACING OF UNES CENTER MP ROTATOR MP2000 IS TO BE 18- INCHES ON CENTER. WEED MAT BARRIER. FOLLOW MANUFACTURER'S �o HINTER DIRECTIONS; 25 PSI. MAXIMUM LENGTH OF DRIPUNE TO 180' r, °P rr rr i REQ.) OF 1' PIPE WITH AUTOMATIC FLUSH VALVE 1100 Fr K L c IRRIGATION TO NEW MAINLINE AND CONTROLLER ' wbimart:,% 'SLIDE' EXPANSION 743 RAINIER AVENUE SOUTH STORE /1516 -05 LR- 129-GR- ER- DaSTING 134,352 SF ADDITIONAL AREA = 15,892 SF TOTAL AREA: 150,244 SF C- 150E -GR -NO FFE = 27.5' CONTRACTOR SHALL CONNECT EXISTING IRRIGATION TO NEW MAINUNE AND SW SEVENTH STREET ITRACTOR SHALL CONNECT EXISTING IRRIGATION TO NEW MARK AND CONTROLLER I I p / .O.C.*x CITY OF RENTON Approved by. Date Approved by. Date 2191176th Ave. West T (425) 275.9608 SuMe 208 F (425) 275-0272 Approved by. Date . WA 98026 ww .PxL u.am I Approved by. Date NO. REVISION i ( IN PEEP ) 1 inch - 60 ft._..- Sw 101 W AY i r! I 1. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING OR CONTINUING WOW, 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. S. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 30 P.S.I RAINBIRD 40 P.S.1 HUNTER AND 46 G.P.M. THE STATIC WATER PRESSURE IS REPORTED TO BE 60 P.S.I. (NOT CONFIRMED). 8, IRRIGATION SYSTEMS SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 9. ALL IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS 10. ALL HEADS WITHIN LAWN AREAS SHALL BE 4' POP -UP TYPE AND ALL HEADS WITHIN SHRUB BEDS SHALL BE 12' POP -UP TYPE UNLESS OTHERWISE INDICATED. II. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE DRIPLINE OF ANY TREE 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 OR 315 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER PIPES AS FOLLOWS: 0-8 G.P.M. 3/4' CLASS 200 P.V.C. 9 -16 G.P.M. 1' 17 -26 G.P.M. 1 -114' 27 -35 G.P.M. 1 -1/2' >35 G.P.M. 2' NOTE: VELOCITIES IN PIPE ARE NOT TO EXCEED 5 F.P.S. 13. IRRIGATION LATERAL UNES, MAIN LINES, AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY UNES ON THIS PLAN. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE 14. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL 15. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 16. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 P.S.I. HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE SHOWN ON PLAN. 17. LOCATE IRRIGATION HEADS A MINIMUM OF 12' FROM ALL CURBS NEXT TO PARKING AND DRIVEWAYS. 18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 19. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHALL HAVE POP -UP BODIES WITH BUILT -IN CHECK VALVES TO PREVENT LOW HEAD DRAINAGE 20. TREES LOCATED WITHIN SOD LAWN AREAS SHALL HAVE DRIP RINGS INSTALLED WITHIN BARKED TREE CIRCLE AREAS. DRIP RINGS SHALL BE ON SEPARATE ZONE FROM SOD LAWN. 21. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. IRRIGATION SCHEDULE ITEM SYMBOL MANUFACTURER CAT DESCRIPTION /REMARKS DRIP IRRIGATION N GARDEN SYSTEM AT 12 -INCH INTERVALS. SPACING OF UNES CENTER MP ROTATOR MP2000 IS TO BE 18- INCHES ON CENTER. WEED MAT BARRIER. FOLLOW MANUFACTURER'S �o HINTER DIRECTIONS; 25 PSI. MAXIMUM LENGTH OF DRIPUNE TO 180' r, °P rr rr MP ROTATOR MP2000 REQ.) OF 1' PIPE WITH AUTOMATIC FLUSH VALVE 1100 Fr .O.C.*x CITY OF RENTON Approved by. Date Approved by. Date 2191176th Ave. West T (425) 275.9608 SuMe 208 F (425) 275-0272 Approved by. Date . WA 98026 ww .PxL u.am I Approved by. Date NO. REVISION i ( IN PEEP ) 1 inch - 60 ft._..- Sw 101 W AY i r! I 1. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE PROJECT SPECIFICATIONS PRIOR TO BIDDING. THE PROJECT SPECIFICATIONS ARE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE IRRIGATION CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE PROJECT SPECIFICATIONS AND ON THE PLANS. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, AND UTILITY LOCATIONS PRIOR TO BEGINNING OR CONTINUING WOW, 3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 4. THE IRRIGATION CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. S. ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS 6. THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION, SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 7. THIS IRRIGATION SYSTEM IS DESIGNED TO THE FOLLOWING STATS: 30 P.S.I RAINBIRD 40 P.S.1 HUNTER AND 46 G.P.M. THE STATIC WATER PRESSURE IS REPORTED TO BE 60 P.S.I. (NOT CONFIRMED). 8, IRRIGATION SYSTEMS SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 9. ALL IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS 10. ALL HEADS WITHIN LAWN AREAS SHALL BE 4' POP -UP TYPE AND ALL HEADS WITHIN SHRUB BEDS SHALL BE 12' POP -UP TYPE UNLESS OTHERWISE INDICATED. II. EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE DRIPLINE OF ANY TREE 12. IRRIGATION SYSTEM PIPE SHALL BE CLASS 200 OR 315 PVC PIPE, SIZE IS AS NOTED. SIZE ALL OTHER PIPES AS FOLLOWS: 0-8 G.P.M. 3/4' CLASS 200 P.V.C. 9 -16 G.P.M. 1' 17 -26 G.P.M. 1 -114' 27 -35 G.P.M. 1 -1/2' >35 G.P.M. 2' NOTE: VELOCITIES IN PIPE ARE NOT TO EXCEED 5 F.P.S. 13. IRRIGATION LATERAL UNES, MAIN LINES, AND EQUIPMENT MAY BE SHOWN OUTSIDE PROPERTY UNES ON THIS PLAN. ALL IRRIGATION LINES AND EQUIPMENT ARE TO BE WITHIN AND INSTALLED WITHIN THE LIMITS OF THE PROPERTY LINE 14. ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. SEE SLEEVING DETAIL 15. SUPPLY LINE AND METER TO BE PROVIDED BY GENERAL CONTRACTOR. BACKFLOW PREVENTER TO BE PROVIDED BY IRRIGATION CONTRACTOR IRRIGATION CONTRACTOR'S POINT OF CONNECTION TO BEGIN AFTER THE IRRIGATION WATER METER. 16. IRRIGATION CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE EXCEEDS 5 P.S.I. HIGHER OR LOWER THAN AVAILABLE WATER PRESSURE SHOWN ON PLAN. 17. LOCATE IRRIGATION HEADS A MINIMUM OF 12' FROM ALL CURBS NEXT TO PARKING AND DRIVEWAYS. 18. IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNERS REPRESENTATIVE. 19. ALL IRRIGATION HEADS AT THE LOWER ELEVATIONS OF EACH CONTROL VALVE CIRCUIT SHALL HAVE POP -UP BODIES WITH BUILT -IN CHECK VALVES TO PREVENT LOW HEAD DRAINAGE 20. TREES LOCATED WITHIN SOD LAWN AREAS SHALL HAVE DRIP RINGS INSTALLED WITHIN BARKED TREE CIRCLE AREAS. DRIP RINGS SHALL BE ON SEPARATE ZONE FROM SOD LAWN. 21. ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. IRRIGATION SCHEDULE ITEM SYMBOL MANUFACTURER CAT DESCRIPTION /REMARKS DRIP IRRIGATION NETAFIM TECHUNE PATH .96 GPH DRIPPERS SUBSURFACE DRIP IRRIGATION SYSTEM. SYSTEM AT 12 -INCH INTERVALS. SPACING OF UNES PLACE 3-4 BENEATH FINAL GRADE, ND UNDER MP ROTATOR MP2000 IS TO BE 18- INCHES ON CENTER. WEED MAT BARRIER. FOLLOW MANUFACTURER'S �o HINTER DIRECTIONS; 25 PSI. MAXIMUM LENGTH OF DRIPUNE TO 180' 19.00 FT BE 500' FROM SUB -MAIN. PROVIDE SUB -MAIN HUNTER MP ROTATOR MP2000 REQ.) OF 1' PIPE WITH AUTOMATIC FLUSH VALVE 1100 Fr �AS ER WOUFACTUREWS RECOMMENDATIONS. CONTROL VALVE N -100 - 30.00 Fr 6 DRIP CONTROL VALVES PRESSURE REGULATING FEATURES, MPWOO 180' MOO Fr INSTALL CONTROLLER PART HYDROPOINT 0018 (30 STATION) OCpWNryER FURNISHED. CONTRACTOR TO INSTALL ©CONTROLLER WITH RELATED EQUIPMENT FLOW SORT I TALL E3 RNNBIRD PRODUCj% NN(X.DUD 5 TY ( ) SERIES 8 SERIES 12 ABOVE GRADE TRAJECTORY 5 DEG 180' MODEL R02C- 30 -SPL -RI RAINBOW U AND 1 YEAR NET SERVICE 1002, P.O.C. Ni OF CONN nON CONTRACTOR TO CONNECT EXEMPT 2' IRRIGATION SERIES 10 SERIES YRAXCUY 15 WATER METER; PROVIDE & INSTALL 3' SUPPLY LINE & „ 10.00 ff THREADED STUB OUT FOR IRRIGATION CONTRACTOR'S RAINBOW 1800 USE INSTALL FLOW SENSOR DOWNSTREAM OF DEC 1' BACKFLOW PREVENTER BUT PRIOR TO MAINLINE LOOP. SHUT -OFF VALVE AQUA 200 PSI THREADED ENDS. INSTALL MOM 12 SERIES TRAJECTORY 15 AS PER DETAIL BACKFLOW PREVENTER FEBCO 850 2 BACKFLOW PREVENTER DEVICE; INSTALL PER DETAIL STRAINER WILKEN S 2 BRASS STRAINER W 100 MESH a ER DETAIL M VALVE FU NI ED. 200 PSI THREADED ® SUP COMP91 INC. ENDS. CONTRACTOR TO INST/J1 AS PER ANGLE OR GLOBE 3100 SERIES DETAIL AND MANUFAC CS. FLOW SENSOR PARTY. HYDROPgNT 0030 3 OWNER FURNISHED. CONTRACTOR TO INSTALL ® DATA INDUSTRIAL IN LOCATION SFIOWN ON PLAN ACCORDING TO 15.00 Fr SERIES 735PV OR 228PV MANUFACTURER SPECIFICATIONS. 1800 SERIES 15 SERIES TRA.ECTORY 30 DEG 120' INSTALL P.O.CL., WITH 44K KEY (IT KEY AND ISOLATION VALVE RED-WHITE VALVE 600 WOG RATING, INSTALL FULL PORT BRASS BALL VALVE PER MAINUNE PVC -CLASS 315 3' SIZE OR SIZE AS NOTED. LATERALS PVC -CLASS 200 LARGER THAN 1') SIZES AS NOTED ON PUN, 3/4' PVC -CLASS 315 1' OR SMALLER MIN. SLEEVING PVC - SCHEDULE 40 PROVIDE UNDER ALL HARD SURFACES SLEEVES TWICE ---- - - - - -- THE DIAMETER OF PIPE INSIDE. STRAIGHT RUNS ONLY. - - - - - - - - - - (SEE DETAIL). MANUAL DRAIN VALVE SEE SPECIFICATIONS FOR INSTALL AT THE LOW POINT IN EACH ACCEPTABLE MANUFACTURER RUN OF PIPE INSTALL PER DETAIL RAN SENSOR PANN I W4,1 ALL LIGHT P IRM OL WIRELESS RAIN/FREEZE SENSOR PER MANUFACTURERS RECOMMENDATIONS MODEL RFS 1000 Q W Z O 0 FE cr SYMBOL DESCRIPTION S12E HIAtTER MP ROTATOR MP1000 90' 14.00 FT HUNTER MP ROTATOR MP2000 90' X. W Fr �o HINTER IOU ROTATOR MP2000 180' 19.00 FT w HUNTER MP ROTATOR MP2000 360' 1100 Fr HUNTER MP ROTATOR MP3000 90' 30.00 Fr 6 HUNTER MP ROTATOR MPWOO 180' MOO Fr ® HUNTER LE ROTATOR MP3000 360' 30.00 Fr RAINBOW 18M SERIES 8 SERIES 12 ABOVE GRADE TUE-CWY-5 ffG 90' 10.00 Fr E3 RNNBIRD 1800 SERIES 8 SERIES 12 ABOVE GRADE TRAJECTORY 5 DEG 180' 10.00 FT RAINBOW 1800 SERIES 10 SERIES TRAJECTORY 15 DEG 90' 10.00 FT RAINBOW 18M SERIES 10 SERIES YRAXCUY 15 DEG 120 10.00 ff RAINBOW 1800 SERIES 10 SERIES TRAJECTORY 15 DEC 1' 10.00 FT RARM 1800 MOM 12 SERIES TRAJECTORY 15 DEG 9' 12-00 Fr e RAINBOW ISM SERIES 12 SERIES TRAECTORY 15 DEG 180' 12.00 FT 0 RAINBOW IBM SM 12 MOES TRAJECTORY 15 DEG 360' MOO Fr RARIBIRD 1800 MIES 4 x 15 END STRIP SPRAY 4 TTM RAINBOW 1800 SERFS 15 SERIES TRAJECTORY 30 DEG 90' 15.00 Fr RAINBIRD 1800 SERIES 15 SERIES TRA.ECTORY 30 DEG 120' 1 . RAINBOW 1800 MaES 15 SERIES TRAJECTORY 30 DEG 180' 15.00 FT �"'�"�w "� _® CITY OF AS NOTED "`°"`"` JCLAND 509 14 R E N TO N RcU �CLAND °MEiNb1 DATUM TSP ,, *I nx�sn+c I Planning/Building/Public Works Dept. F ,pT IXE Nb1 BY DATE APPR TSP * CONTROLLER CONTROLLER SHALL BE A PEDESTAL MOUNT MODEL LOCATED WITHIN PLANTING BED AT LEAST 6' BACK FROM EDGE OF CURB. VERIFY EXACT LOCATION WITH ARCHITECT. PROVIDE CONCRETE PAD FOR SECURING PEDESTAL CONTROLLER (SEE DETAIL 'E' ON SHEET L -3.0), AS WELL AS SEPARATE 15 AMP CIRCUIT AND 120 VOLT AC POWER TO CONTROLLER. PROVIDE CONDUITS FROM CONTROLLER TO PLANTING AREA AS SHOWN. EXTEND 24' INTO PLANTING BED, 18' BELOW GRADE. CAP AND FLAG. P.O.C. APPROXIMATE LOCATION OF POC. SITE UTILITY CONTRACTOR TO PROVIDE NEW IRRIGATION METER AND Y STUB -OUT FOR IRRIGATION CONTRACTOR'S USE VERIFY AND ADJUST LOCATION PRIOR TO INSTALLATION IF REQUIRED. PROVIDE P.O.C. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL, SPECIFICALLY THE BACKFLOW PREVENTOR IS TO BE INSTALLED AS PER DETAIL 'G' ON SHEET L -3.0. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VITRIFY MIN. 50 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK. R -31341 I STORE #2516 -05 EXPAI IRRIGATION PLAN �q r CBMF CAM NO. SD7 m L -2.0 >y r a 10 � m d. 5 : � � x N O �o w x z w °z