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HomeMy WebLinkAboutPP - 10805 EAST MARGINAL WAY SOUTH - CHEVRON - PERMITS AND PLANS10805 EAST MARGINAL WAY SOUTH ASSOCIATED PERMITS 96-F-209 96-F-130 Vicinity Map Project InformationLegal T�. j .,v., 08 EAST ., checked by: F .H, . 4 , - - PERMIT REVIEW 02/02/96 i 1 4 1 ER s I ,,. ST ,� r_ 'IO GTON # <<W.M. Description BOEING ACCESS RD LOCATION: TUKWILA 10805 EAST MARGINAL WAY SOUTHL AT PACIFIC HIGHWAY SOUTH AND BOEING ACCESS ROAD CONTACT PERSON: RACER OL.LENBURG ZONING: M2 -L CODES: UFC 1994 UBC 1994 OCCUPANCY CLASSIFICATIONS CONVENIENCE STORE: M CAR WASH: B SERVICE STATION: S-3 CONSTRUCTION TYPES CONVENIENCE STORE: V -N CAR WASH: V=N GAS CANOPY: V -N SEISMIC ZONE: 3 BUILDING AREAS: CONVENIENCE STORE: 3,248 SO FT CAR WASH: 1,050 SQ FT GAS CANOPY: 3,712 SQ FT PORTIONS OF GOVERNMENT LOT 10,SECTION 4,TOWNSHIP 23 NORTH,RANGE 4 EAST,WASHINGTON IN KING COUNTY, AND OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 3 OF SAID TOWNSHIP AND RANGE LYING BETWEEN THE WESTERLY MARGIN OF EAST MARGINAL WAY AND THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF EAST MARGINAL WAY, SAID POINT BEING NORTH 172000WEST 1155.44 FEET MEASURED ALONG SAID MARGIN, FROM THE SOUTH LINE OF SAID SECTION 3; THENCE SOUTH 84'43'30". WEST ALONG SAID MARGIN 30.68 FEET TO THE TRUE POINT OF BEGINNING OF THESE DESCRIPTIONS. THENCE NORTH 1720'00" WEST 232.56 FEET; THENCE NORTH 8724'36" WEST 37.56 FEET; THENCE SOUTH 18'27'00" WEST ALONG THE EASTERLY MARGIN OF PACIFIC HIGHWAY SOUTH 257.56 FEET TO THE SOUTH LINE OF A TRACT OF LAND CONVEYED TO CESAR TRAVERS° BY INSTRUMENT RECORDED UNDER RECORDING N0. 2676396; THENCE NORTH 84'43'30" EAST ALONG SAID SOUTH LINE 188.83 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH THE FOLLOWING DESCRIBED PROPERTY: THENCE NORTH 84'43'30" EAST FROM THE TRUE POINT OF BEGINNING, 32.20 FEET; THENCE NORTH 1720'00" WEST, A DISTANCE OF 117.00 FEET; THENCE NORTH 19'30'00" WEST, A DISTANCE OF 109.67 FEET; THENCE NORTH 84'24'38" WEST, A DISTANCE OF 30.13 FEET; THENCE SOUTH 1720'00" EAST, A DISTANCE OF 232.56 FEET TO THE TRUE POINT OF BEGINNING. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON TAX ACCOUNT NO. 032304-9064 `! A. U �� A.SITE 7 7Z 4 e0 Z IC 7 a r Q/ 1� �, ;a() • Scope of Work CONSTRUCTION OF A NEW SERVICE STATION FACILITY INCLUDING THE FOLLOWING: 1. COMMERCIAL BUILDING CONTAINING A CONVENIENCE STORE. 2. CAR WASH BUILDING. 3. FUELING AREA WITH 6 DISPENSERS AND AN OVERHEAD CANOPY. 4. INSTALLATION OF THREE (3) UNDERGROUND FUEL STORAGE TANKS AND ACCESSORIES. 5. LANDSCAPING. 6. STORM WATER SYSTEM. SANITARY AND WATER CONNECTIONS. 7. ASPHALT PAVING CIRCULATION AND PARKING AREAS. Owner PRADEEP SANDHU 2023 217TH PLACE NE REDMOND, WASHINGTON 98053 PHONE 206 624-2697 FAX 206 624-6760 Architect ROGER OLLENSURG/ARCHITECT 515 1'16th AVENUE NE, SUITE 202 BELLEVUE, WASHINGTON 98004 PHONE 206 451-1232 FAX 206 451-1841 Structural Engineer /Gas Canopy) KCM, INC. 1917 FIRST AVENUE SEATTLE, WASHINGTON 98101 - PHONE 206 443-3562 FAX 206 443-5372 / / S \ \ / Drawing FUELING G-1 G-2 Index FACILITY FUELING FUELING / _ \ N N FACILITY PLANS FACILITY DETAILS Notes: 1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS WHICH ARE TO REMAIN IN PLACE. ANY SUCH IMPROVEMENTS OR STRUCTURES DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR RECONSTRUCTED SATISFACTORY TO THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 2. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE ALL OVERHEAD AND UNDERGROUND INTERFERENCES WHICH MAY AFFECT HIS OPERATION DURING CONSTRUCTION, AND SHALL TAKE ALL NECESSARY PERCAUTIONS TO AVOID DAMAGE TO THE SAME. THE CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING NEAR OVERHEAD OR UNDERGROUND POWER AND/OR TELEPHONE FACILITIES TO SAFELY PROTECT ALL PERSONNEL AND EQUIPMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS AND LIABILITY IN CONNECTION THEREWITH. 3. LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NEITHER THE OWNER, THE ARCHITECT NOR THE ENGINEER ASSUME ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN OR NOT IN THE LOCATION SHOWN IN THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN, AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE DRAWINGS. EXISTING UTILITIES ARE LOCATED ON THE PLANS ONLY FOR THE CONVENIENCE OF THE CONTRACTOR AND SHOULD BE USED FOR BIDDING PURPOSES ONLY. 4. SIGNS AT DISPENSERS INSTALL THE FOLLOWING SIGNS AT EACH DISPENSER: NO SMOKING NO DISPENSING INTO UNAPPROVED CONTAINERS STOP ENGINE DURING FUELING 5. EACH DISPENSER TO BE ON A SEPARATE ELECTRICAL CIRCUIT. 6. TELEPHONE SHALL BE INSTALLED AT ATTENDANT STATION. 7. INTERCOM SHALL BE INSTALLED IN EACH DISPENSER AND CONNECTED TO ATTENDANT STATION. PIPING SYMBOLS / 2" PRODUCT LINE (DOUBLE WALL) 3" VAPOR RETURN LINE 2" VENT LINE / X / / 0 N 6' S / / PIPE FITTING ELBOW OR TEE r s / / / / O I, / ! _ / , / �--'--1, -,/ �e` Q . O / (D,1 7/ / --_, ---1-....�,/ ` `�'x / 1 / X/ PIPING DIAGRAM 1' = 10' 771o/ DISPENSER PRODUCT PIPING ORIENTATION SHALL BE AS INDICATED. NO CHANGES WILL BE APPROVED. _ / - \ ••••"' CAR WASH STEEL PIPE SWING JOINT OR FLEXIBLE CONNECTIONS TO STEEL PIPE RISERS ATTACHED TO BUILDING. EXTEND ABOVE BUILDING WALL FREESTANDING 15' HIGH SIGN CO CO o 1 A:;pHA 7pER LANDSCAPE AREA POLE LfAll ASPHALT PAVING CB \AM CONVENIENCE STORE ECYCL 1•� LOADING CB ',pc_ 0% 2p' g CB ry PA CIPIC yW,4Y SOUrH Y• / WETER CONCRETE DISPENSING ISLANDS AND DRIVE SLAB WITH 64' X 58' CANOPY ABOVE e \\ 25, 5�-�pPGKi CB CB CO 1i \\ \ #:\ \`\ L WATER. SEPARATOR \ ASPHALT PAVING \ ‘-‘4,;\ CO \ ASPHALT PAVING /al � I CB`` e WV PSPNp\ "pER POLE II KfY SITE PLAN 1' = 20' CALL EFORE YOU DIG 7-800-424-5555 enburg/architect 0 O cc N � 1*() co y— I 1 in A-- LO O x N ° z 0 ~ y < >.g gt-, �z z ix W V) z4 � *a w J QCI) cc 410g 0. N� 0 W COa z �- Z < 2 < H atO Q- U F.. Z-, W CC U. project no.: RAJ9418 file no: 9418-G1 drawn by: R 0 / EIN checked by: dates: DESIGN REVIEW - - PERMIT REVIEW 02/02/96 BID SET CONSTRUCTION SET © 1998 ROGER OLLENBURG sheet: G-1 of 2 • 3/16" TOP PLATE WELD TO RPE AND r GRIND EDGES SMOOTH "SCOTCH" WHITE REFLECTIVE TAPE BY OTHERS TS6 X 6 X 6'-0" LONG FILL TO TOP W/ CONCRETE PAINT BY OTHERS CONCRETE DRIVE SLAB • . r F • #3 HOOP TIE CONCRETE FOOTING alf 16" DIA BOLLARD DETAIL 3/4" = 1'-0" TESTING AND INSPECTIONS 1. ALL TANKS SHALL BE TESTED FOR TIGHTNESS PRIOR TO INSTALLATION. 2. ALL PIPING SHALL BE TESTED AND INSPECTED FOR TIGHTNESS PRIOR TO BACKFILL. 3. ALL TANKS AND PIPING SHALL BE TESTED FOR THIGHTNESS AT THE COMPLETION OF THE INSTALLATION. _ F 4. ALL TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE UNIFORM FIRE CODE, -1994 EDITION. 5. ALL TESTS AND INSPECTIONS SHALL BE WITNESSED BY THE LOCAL FIRE DEPARTMENT. PROVIDE MINIMUM 48 HOURS NOTICE TO THE FIRE DEPARTMENT PRIOR TO ALL TESTING. CAP PIPE RISER 12" _ a mem. --ter • ACCESS BOX W/ COVER 111 ELECTRICAL JUNCTION BOX CONDUIT SEAL -OFF 3/4" CONDUITS 11111= .11111- 4" PIPE RISER ATTACHED TO TANK BELOW CONCRETE SLAB THICKENED AT MANHOLE NOTE: INSTALLATION OF PROBE BY OTHERS TANK MONITOR 1" = 1'-0" INTERSTITIAL MONITOR SIMILAR 12" • ELECTRICAL JUNCTION BOX 1111-11111 ._11111 CONDUIT SEAL -OFF 3/4" CONDUITS ACCESS BOX W COVER CONCRETE SLAB • IIII>lll- '°" MONITOR WELL W/ LOCKING CAP AND ADAPTER MONITOR WELL 1" = 1'-0„ • 48" BURIAL DEPTH 12" 36" 0 STREET BOX COVER SUMP LEAK DETECTOR TURBINE PUMP 3/4" CONDUIT W/ SEAL OFF 3/4" CONDUIT W/ SEAL OFF NON-METALLIC ISOLATION ASSEMBLY f-4" RISER CONCRETE SLAB THICKENED AT STREET BOX LINE LEAK DETECTOR — CONTAINMENT SUMP CHECK VALVE SS CLAMP_ ONTAINMENT BOOT FLEX CONNECTOR 1 T\F--- PUMP BODY TAN K TURBINE PUMP & VENT VALVE SUMP ASSEMBLY 1" = 1'-0" FILL ADAPTOR AND CAP ONTAINMENT FILL BOX WITH COVER 12" TAN K FILL DETAIL 1" = 1'-0" ONCRETE SLAB VAPOR RETURN CAP '12" • • 111111--11111 =VIII= VAPOR RETURN PIPE A., FLEX CONNECTOR CONTAINMENT FILL BOX WITH COVER 4 --CONCRETE SLAB 4" RISER VENT PIPE TAN K VENT HOLE -VENT FLOAT VALVE EXTRACTOR ASSEMBLY VENT FLOAT VALVE 1" = FLEX CONNECTOR ASPHALT PAVING z 03 •V•ViV•V••iii A i ••�ii ii TA i ' 4E1 II ••• ♦•q •• •p• •••O. • -1111 PIPE 0 1111== X11111 11 co z �u SAND OR 1J11_ 1=11111. :-,-11111=:=111= PEA GRAVEL 111111111 4" 4" MIN MIN SIDE OF TRENCH BOTTOM 11- OF TRENCH PIPE INSTALLATION 1" = 1'-0" 6" MINIMUM 8" MAXIMUM I - DISPENSER CONCRETE ISLAND METAL ISLAND FORM CONCRETE SLAB am DISPENSER — DRIP PAN FLEXIBLE CONNECTOR 41.101141141111411114 • WI • EMERGENCY VALVE ATTACH TO ISLAND DOUBLE-WALL PIPING SEAL DISPENSER ISLAND 1" = 1'—O„ 13'-0" 1 1 /2") 00 t� L.0 v rm o in 1 LLI LL O w n 7'-3 1/2" '-1 1/2" 5" q_ 2'-2" = 6" DISPENSER METAL FORM BOLLARD 10" SQUARE TUBE CANOPY COLUMN 0 9DISPENSER ISLAND DETAIL 3/8" = 11-0" R=21" 1r = 1044" MIN C TURBINE/VENT SUMP lr 6" CONCRETE TANK SLAB C LEVEL MONITOR z 1- LL 0 C FILL TUBE C INTERSTITIAL MONITOR 2'-0" I_ VERIFY WfTH TANK MANUFACTURER MIN 111' TANK SECTION 1/4" = 1'-0" f -STEEL TANK WITH FIBERGLASS REINFORCED POLYESTER COATING ; 2'-0; MIN MIN EDGE OF EXCAVATION APPROVED BACKFILL r, l U Z < 0 aQ >2 t-- ccO J LL Qz Q —1 LL C7 w z� :1O LU CCCL LL project no.: RAJ9418 file no: 9418-G2 drawn by: E N / R O checked by: R 0 dates: DESIGN REVIEW PERMIT REVIEW 02/02/96 BID SET CONSTRUCTION SET Q 1996 ROGER OLLENBURG sheet: G2 of 2 • , p • • • ti 41, • • • 7^0 E-rt�s`'P ZN • 4 A a • 1 t • 4 • 1 • 11 k • • s -I3-LI1' • • • • • • F • • • liarpi-� ,-.. • 0. FILE e • { 4 ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been rev{ wed and acceAei by the City of Tuk vil a Fire D,et n ti' tens, deletions or re n,{,n 3 t3 • i 1; after this date will , 1;9 and will require re;, i,:n;sj drawings. Final 3cceltanc,, 13 ,:a ,ject t3 field- inseec !) re,.,reaentative of this dep. 3 (Ili DATE . C 96 _ BY CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job haCi���Zo1 _xact address for shut• dawn or restoration approval. AUG 2 7 1996 41:0..4 v 1 1 CI::ti j i' — L f ti �_: s` _ +ltd � � • s".- - t— �y _ ' 1 \1 I SCALE ,/y — 1 OATE APPROVED SV • DRAWN BY �var• 7 DRAWING NUMBER t -t F - — OIETZGEN NO MIEN! AGEPROOF MAETER roma '#O St_ 3 3A_ 1 'r#1-ak'c %0#At, mss_ • • OIETZ6EN NO MIRMF AGEPROOF FORM EV • L • 3 C,st-Eos Ec L 1 sI I 1 4.5 • Cif I _EQUIPME T C'oLVTROL MANUA L. PULL STATION' tN! IOAN=5T�ii4 t_ MA NURA.,CTOrtER AND PART MAL ta5�� 1 TATIONAt cIsucrkz3POIA FR SMOKE D Ti16�TR DETECTION SYSTEV1 lDc R/R F1RELIrE fol DETECTOR HORNS i ? ;:: 1 VF1. - Emercpwc.ti NIT --441_5t44- . ENie'P, PuI Tb1tJ / ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of - Tukwila Fire Dept. Additions, deletions or revisions to t r rNnngs after this _ date will void t ` ,nze and will require a resu.. I« 1 revised drawings. Final acceptance i; s a )lett to field - inspection by a representative of this department DATE: S �? liC BY. ITY OF TUKWILA 575-440/ S ' , ()Li - FP. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job %(0 No. 96—F/30 and exact address for shut- down or restoration approval. BILE • c 5 O?S)� r@MEWM JA MAY 17 1996 J 31=1 Ns c U GN E v r (fl ^S EMT WAN, •,.1 : SCALE APPROVED BY DATE -� yf +1--t aj DRAWN SY T DRAWING NUMBER