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HomeMy WebLinkAboutR-3847105T^t l� z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING WRB07 g g k Y R OF >4 3 U CURB z Lo S2i AND C53 STRUCTURAL D F, a LOT/PARCEL LINE Lo TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS c y m' NOT USED rn c ii 2 c REFUSE AND FENCED/SCREENED RECYCLING AREA FL CART RETURN COUNTED AS PARKING STALL) & 5 I ;ill L0 D (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT Q �•��. D a4 3 w 0 20 40 BD AS PER CITY STD. PIANS 6009. fA10. O EXISTING CONCRETE PAVEMENT O GENERATOR PER ELECTRICAL DRAWINGS 15 PEDESTPoiN PATHWAY/SIDEWALK SEE SHEET CIA AND PER DETAIL 2/C2.1 Q v a Q CONCRETE PAVEMENT O DIRECTIONAL ARROW PER DETAIL 3/C&376 PARKING LOT UGNT PER ELECTRICAL SITE PLAN DRAWING E002. Z GRAVEL ACCESS ROAD w w n 07 LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS(2) - 53' LONG X (8'-5j 8.42' CENTER - CENTER 5- WIDE TRAILER STRIPE J FOR DETAILS. � U MWHwMWI OWN 0 PAI8<WG STALL -PANTED WHITE STRIPES 9'%20' TYPICAL 18 6 FT. WIDE SIDEWALK AS PER DETAILS 2, 4 AND 10 SHEET C2.1 w UNNIRM CEO III ANN HER prom 09 CHAIN UNIX FENCE WITH MESH AS PER ARCHITECTUAL DRAWINGS 19 FRONTAGE SIDEWALK IMPROVEMENTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3, Q 10 DOCK HEIGHT LOADING OFRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PIANS SHEETS 1-9. �I �1 VGV\IAP IN�OTGT�OMFSCALEI Y z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING WRB07 g g wz OF Y R OF >4 3 U CURB z S2i AND C53 STRUCTURAL D F, a LOT/PARCEL LINE N TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS c y m' NOT USED rn c ii 2 c REFUSE AND FENCED/SCREENED RECYCLING AREA FL CART RETURN COUNTED AS PARKING STALL) & 5 I ;ill (1090 SO. FT. GROSS) PER ARCHITECTURAL DRAWINGS D (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT 40 TRANSFORMER PER ELECTRICAL DRAWINGS11 a4 ¢ w z 0 r< I 9Z 11 rU 3 \ITI�N I SLO EASELIE 8" 016" 15' POWER EASEMENT REC.N0.7903060824 g WATERLINE EASEMENT 5' 13' 7 EXISTING BUILDING - NOT A PART • 5 _____ _____________ ) ___--_-_--...._.-_-_____ - - - _..___--_-....._.-_.__ - W 5' PULL G ....�- o D -- --- -- --- -- -m_ o , 81 DING IP 0 0 6W TE ENT 6WA7ER _ (41ID - 1 iO - 1 1 1 }8832'42Y 38.44 BUILDING TIE R ro r FH -: 14 I I L_GRIO LINE ZE Z/1 o_ a e `�bn .,.: N8832'42 -W 9850 - PRNATE SEWER AND ° 17 BR�°fRrtllFN �— '°�— ��>—. 0 PUBUC WATER EASEMENT NI• T1 TALL STRIPING ,� . C.NO. 81090 Sp6 ° - ° - _ ° °� D WAY APPROACH x p ,6 SHEETS C1.6-1 NEW 15* PUBLIC z$ .. a -'� �-- NEW 15� UBLIC s1 r WATER EASEMENT -'+r _ v: ° >2• .� m��p ° FH (/XI// WATER EA$1`MENT 1 �5 {Sa. a3 ° POWER EASEMEN �^ �. /%�• IRV4A ER'EASEMENT - PtEC.N0.86e22 1016 p,m7aFHIB S ALLY < rww8 pn w .°a. 8 LT FARM _. 8 STALLS V ��' / E a W ' L. MERIT 21 El °. s. 21 °' - . y ° 0.4' 31' 22' 0 141E 4050914 8 n 19 IS'r EMENT n 5 17 12 STALIi .r� 7 RECAO.7903060824 7 a 16 15 © TTOR-TRAILER- --- -- LS g WATERLINE EASEMENT LIFT STALL STRIPING 3 • ° 6 B I n� .8 REiN{0.81TO20546 55 ft FT RIACK VWW 0 _ JJIIII BUILDING TIE R TO GRID LINE A /13 0 NEW ■KEA STORE (RETAIL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE SEE SHEET C1.3-2 AS -BUILT NOTE THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKINGDAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAN SYSTEMS. FIELD VERIFIED INVERT AND p� ry FyDKae RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BEFORE YOU 2017, THE ONFIELD -SITE PRIBy VATE STORM DRAINAGE FACILITIES CHAUSEN CONSULTING SAND PUBUERS WAS C/PRNATEE WATER NDUCTED LAND SEWER SYSTEMS p p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD z V11 REVISIONS AND FUNCTION AS INTENDED. AS -BUILT VE RICAL DATUNp CITY OF RENTON, NAVD 88 EAd CITYBENCOF RRENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dale Dale IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 634-0180; CELL 303-549-4613 E: D HTc_AUXIQaEA[pl ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 EXISTING WRB07 RETAIL BUILDING PER ARCHITECTURAL DRAWINGS 17 pL�50AT5EETC51%WAER QUALITY VAULT SEE E�N� 1.5-I AND L1.5-2 R OF a, ALL CURB S2i AND C53 STRUCTURAL D — '- — LOT/PARCEL LINE O TRASH COMPACTOR PER ARCHITECTURAI. DRAWINGS 12 NOT USED UGHT DUTY ASPHALT PAVEMENTO REFUSE AND FENCED/SCREENED RECYCLING AREA 13 CART RETURN COUNTED AS PARKING STALL) O CENT I ;ill (1090 SO. FT. GROSS) PER ARCHITECTURAL DRAWINGS (NOT a ,..,... •-#•"•^ HEAVY ASPHALT PAVEMENT 40 TRANSFORMER PER ELECTRICAL DRAWINGS11 STOP BOR PER DETAIL 2/C2.3. FIT STOP SIGN PER MUTCD. SIGN INSTALLATION ¢ w AS PER CITY STD. PIANS 6009. fA10. EXISTING CONCRETE PAVEMENT O GENERATOR PER ELECTRICAL DRAWINGS 15 PEDESTPoiN PATHWAY/SIDEWALK SEE SHEET CIA AND PER DETAIL 2/C2.1 v a CONCRETE PAVEMENT O DIRECTIONAL ARROW PER DETAIL 3/C&376 PARKING LOT UGNT PER ELECTRICAL SITE PLAN DRAWING E002. _I = GRAVEL ACCESS ROAD 07 LANDSCAPING. SEE LANDSCAPE AND IRRIGATION PLANS(2) - 53' LONG X (8'-5j 8.42' CENTER - CENTER 5- WIDE TRAILER STRIPE FOR DETAILS. PANTED IN TRAFFIC YELLOW. CENTER ON TRUCK STALL - TYPICAL OF 10. MWHwMWI OWN O PAI8<WG STALL -PANTED WHITE STRIPES 9'%20' TYPICAL 18 6 FT. WIDE SIDEWALK AS PER DETAILS 2, 4 AND 10 SHEET C2.1 UNNIRM CEO III ANN HER prom 09 CHAIN UNIX FENCE WITH MESH AS PER ARCHITECTUAL DRAWINGS 19 FRONTAGE SIDEWALK IMPROVEMENTS. SEE SHEETS C1.6-1, C1.6-2, C1.6-3, NUE W 10 DOCK HEIGHT LOADING OFRONTAGE LUMINAIRE AS PER FRONTAGE ILLUMINATION PIANS SHEETS 1-9. �I �1 VGV\IAP IN�OTGT�OMFSCALEI 27 If�i 12' W X % 9' HEIGHT CLINK FENCED AREA FOR WASTE COMPOST COM AND MIX COMMODITIES BINS WITHITH AWL NYL COVERING. MATERIALS AND COLORS i0 MATCH EXISTING EXISTING BUILDING - NOT A PART • 5 _____ _____________ ) ___--_-_--...._.-_-_____ - - - _..___--_-....._.-_.__ - W 5' PULL G ....�- o D -- --- -- --- -- -m_ o , 81 DING IP 0 0 6W TE ENT 6WA7ER _ (41ID - 1 iO - 1 1 1 }8832'42Y 38.44 BUILDING TIE R ro r FH -: 14 I I L_GRIO LINE ZE Z/1 o_ a e `�bn .,.: N8832'42 -W 9850 - PRNATE SEWER AND ° 17 BR�°fRrtllFN �— '°�— ��>—. 0 PUBUC WATER EASEMENT NI• T1 TALL STRIPING ,� . C.NO. 81090 Sp6 ° - ° - _ ° °� D WAY APPROACH x p ,6 SHEETS C1.6-1 NEW 15* PUBLIC z$ .. a -'� �-- NEW 15� UBLIC s1 r WATER EASEMENT -'+r _ v: ° >2• .� m��p ° FH (/XI// WATER EA$1`MENT 1 �5 {Sa. a3 ° POWER EASEMEN �^ �. /%�• IRV4A ER'EASEMENT - PtEC.N0.86e22 1016 p,m7aFHIB S ALLY < rww8 pn w .°a. 8 LT FARM _. 8 STALLS V ��' / E a W ' L. MERIT 21 El °. s. 21 °' - . y ° 0.4' 31' 22' 0 141E 4050914 8 n 19 IS'r EMENT n 5 17 12 STALIi .r� 7 RECAO.7903060824 7 a 16 15 © TTOR-TRAILER- --- -- LS g WATERLINE EASEMENT LIFT STALL STRIPING 3 • ° 6 B I n� .8 REiN{0.81TO20546 55 ft FT RIACK VWW 0 _ JJIIII BUILDING TIE R TO GRID LINE A /13 0 NEW ■KEA STORE (RETAIL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - MATCHLINE SEE SHEET C1.3-2 AS -BUILT NOTE THIS CONSTRUCTION RECORD DRAWING 6 A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKINGDAYS ELEVATIONS OF THE STORM. SANITARY SEWER AND WATER MAN SYSTEMS. FIELD VERIFIED INVERT AND p� ry FyDKae RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST ::017. A BEFORE YOU 2017, THE ONFIELD -SITE PRIBy VATE STORM DRAINAGE FACILITIES CHAUSEN CONSULTING SAND PUBUERS WAS C/PRNATEE WATER NDUCTED LAND SEWER SYSTEMS p p44 WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD z V11 REVISIONS AND FUNCTION AS INTENDED. AS -BUILT VE RICAL DATUNp CITY OF RENTON, NAVD 88 EAd CITYBENCOF RRENTON CONTROL POINT NO. 1864 WAS HELD FOR ELEVATION, BEING 19.488 FEET (NAVD88) Dote Dale Dale IKEA PROPERTY INC 420 ALAN WOOD ROAD CONSHOHOCKEN, PA 19428 CONTACT: DWIGHT E. SLATON CONSTRUCTION MANAGER P: (610) 634-0180; CELL 303-549-4613 E: D HTc_AUXIQaEA[pl ENGINEER BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 CONTACT: JAY GRUBB, PE (425)251-6222 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CIVIL SITE PLAN ata JSG Iecce AWPUf® R-3847105 co N 9 0 w IL R OF ALL I 39'' 9 E% O CENT I ;ill CITY OF RENTON DEPARTMENT OF PUBLIC WORKS CIVIL SITE PLAN ata JSG Iecce AWPUf® R-3847105 co N 9 0 w IL