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Home My WebLink About05D1820PROJECT NOTES OWNER MCKESSON WATER PRODUCTS COMPANY 401 LUND ROAD. AUBURN, WA 98001 CONTRACTOR DONOVAN BROTHERS CONSTRUCTION 1801 WEST VALLEY HWY.N., SUITE 101 AUBURN, WA 98001 CODE NOTES ENGINEER ZONING M1 RUPERT ENGINEERING INC. LOT SIZE 8.9 ACRES± 1519 WEST VALLEY HWY. N., SUIT 101 AUBURN, WA 98001 A PORTION OF THE SW 1/4, SEC. 13, T 21 N, R 4 Eq WM, AUBURN, WA. EXISTING WAREHOUSE/MANUFACTURING/OFFICE BUILDING: (NO CHANGE OCCUPANCY TYPE OF CONSTRUCTION BUILDING SIZE: WAREHOUSE MANUFACTURING 1ST FLOOR OFFICE 2ND FLOOR OFFICE ALLOWABLE BUILDING AREA: BASIC SETBACK INCREASE (2.5% x (45-20)=62.5%) SPRINKLER INCREASE SETBACKS: NORTH SOUTH EAST WEST B, F1, S1 III N, SPRINKLERED 20,516 SF 27,898 SF 3,260 SF 2,984 SF 54,658 SF 12,000 SF x1.625 19,500 SF x 3 58,500 SF 45 FT. 190 FT. 109 FT. 25 FT. SHOP BUILDING: OCCUPANCY H4 TYPE OF CONSTRUCTION III N BUILDING SIZE 9,600 SF ALLOWABLE BUILDING AREA: BASIC 7,500 SF SETBACK INCREASE x1.5 (50% MAX.) 11,250 SF SETBACKS: NORTH 185 FT. SOUTH 20 FT. EAST 403 FT. WEST 25 FT. PARKING: REQUIRED 54 SPACES PROVIDED 55 SPACES LEGEND ABBREVIATIONS BLC - BUILDING CORNER B.O.W. - BOTTOM OF WALL C - COMPACT CB - CATCH BASIN CL - CLASS CO - CLEAN OUT D - STORM DRAIN DDCV - DOUBLE DETECTOR CHECK VALVE DI - DUCTILE IRON DS - DOWNSPOUT D/W - DRIVEWAY EL - ELEVATION ESMT - EASEMENT FD - FOUNDATION DRAIN FDC - FIRE DEPT. CONNECTION FF - FINISH FLOOR FHY - FIRE HYDRANT FL - FLANGE JOINT H/C - HANDICAP IE - INVERT ELEVATION LF - LINEAR FEET L/S - LANDSCAPING LEGAL DESCRIPTION MH - MANHOLE MJ - MECHANICAL JOINT OVHD - OVERHEAD PL - PROPERTY LINE R - RADIUS R/W - RIGHT-OF-WAY S - SANITARY SEWER SQ FT - SQUARE FEET S/W - SIDEWALK TC - TOP OF CURB T.O.W - TOP OF WALL TP - TEST PIT U.N.O - UNLESS NOTED OTHERWISE S - SOUTH W - WEST E - EAST N - NORTH NW - NORTHWEST SW - SOUTHWEST NE - NORTHEAST SE - SOUTHEAST LOT 4 OF CITY OF AUBURN SHORT PLAT NUMBER SP-5-85 AS FILED UNDER KING COUNTY RECORDING NUMBER 8507170422; TOGETHER WITH THAT PORION OF LUND ROAD ADJOINING WHICH WAS VACATED BY ORDINANCE NO. 4159; EXCEPT ANY PORTION THEREOF DEDICATED FOR LUND ROAD; TOGETHER WITH LOT B OF CITY OF AUBURN LOT LINE ADJUSTMENT NUMBER LLA-0015-89 AS FILED UNDER KING COUNTY RECORDING NUMBER 8905090799; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 4; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT B, S 86'12'34" W, 287.66' TO THE SOUTHWESTERLY CORNER THEREOF; THENCE ALONG THE WESTERLY LINE THEREOF, N 00'39'55" W, 506.90' TO THE NORTHWESTERLY CORNER THEREOF; THENCE ALONG THE NORTHERLY LINE THEREOF, S 87'57'37" E, 309.97' TO THE NORTHEASTERLY CORNER OF SAID LOT B; THENCE ALONG THE NORTHERLY LINE OF SAID LOT 4, S 87'57'37" E, 500.00' TO THE WESTERLY MARGIN OF LUND ROAD; THENCE ALONG SAID WESTERLY MARGIN, S 00'35'36" E, 50.67' TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID WESTERLY MARGIN SOUTHERLY ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 45', THE RADIUS POINT OF WHICH BEARS S 42'24'35" E, THROUGH A CENTRAL ANGLE OF 138'11'01" TO THE SOUTHERLY EXTENSION OF THE EXISTING CENTERLINE OF LUND ROAD; THENCE ALONG SAID SOUTHERLY EXTENSION, S 00'35'36" E, 293.13' TO THE NORTHERLY MARGIN OF SR18 (AKA PRIMARY STATE HIGHWAY 2); THENCE ALONG SAID NORTHERLY MARGIN, S 83'13'22" W, 9.91% THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, S 86'12'34" W, 20.18' TO THE SOUTH EASTERLY CORNER OF SAID LOT 4; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 4, BEING COINCIDENT WITH THE SAID NORTHERLY MARGIN, S 86-12-34" W, 522.08' TO THE POINT OF BEGINNING; EXCEPT ANY PORTION THEREOF DEDICATED FOR LUND ROAD. SUB -BASE COMPACTION PROCEDURE 1. EXCAVATE OR FILL TO THE ELEVATION OF THE BOTTOM OF THE CRUSHED ROCK. 2. PROOF -ROLL THE EXISTING SOIL OR COMPACTED FILL TO VERIFY A MINIMUM CBR OF 10. 3. ANY SOFT SPOTS ENCOUNTERED SHALL BE OVER -EXCAVATED AT LEAST 12 INCHES. FILL THE EXCAVATION WITH CLASS 'A' GRAVEL (LESS THAN 5% FINES). COMPACT THE FILL TO 95% MINIMUM. 4. PROOF -ROLL THE FILLED SOFT SPOTS TO VERIFY A MINIMUM CBR OF 10. 3" CLASS "B" A.C. PAVING SLOPE �N, PER PLAN ap QS�pvv �QpBO�� p a v I ' 11 1 1-1 1 --IffJE iii 4"- 5/8" MINUS CRUSHED ROCK (ALTERNATE: 3" ATB) GENERAL PLAN NOTES DESCRIPTION NEW EXISTING STORM SEWER D - - D - - 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. SANITARY SEWER S - - S - - 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE WATER W - - W DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN AC PAVING STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. CONCRETE 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. GRAVEL 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION DETENTION POND r L--_J PROJECTS. LANDSCAPING ®J� 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATIONS, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) SPOT ELEVATIONS xx.xx ++ FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION.) ++• 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR CONTOURS 50 --- 50 --- IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. FOUND CASE MON 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE STORM MANHOLE • O CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF THE CONTRACTOR'S OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. STORM CATCHBASIN ■ ❑ SANITARY SEWER MANHOLE O WATER VALVE ►. CONSTRUCTION SEQUENCE FIRE HYDRANT 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH THE TELEPHONE MANHOLE O CITY OF AUBURN OFFICALS. 2. SUBMIT A HAUL ROUTE TO THE CITY OF AUBURN FOR EARTHWORK ACTIVITIES. ELECTRIC VAULT E❑ 3. GRADE SITE AS REQUIRED. STREET LIGHT +---� 4. CONSTRUCT UTILITIES, AND STORM FACILITIES. 5. PAVE SITE AS SHOWN ON PLAN. UTILITY POLE -!- O- 1 PAVING SECTION C1 NITS UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. la VICINITY MAP UN DATU M (NGVD 29 VERT) CITY OF AUBURN BM 27-Y 0 W. MAIN & WESTERN 1 1/2"0 I.P. ® P.C. 100' E. OF INTERSECTION ELEV. 66.32 SHEET INDEX CP1 COVER SHEET CP2 SITE PLAN NOTES RE. SEPA THIS PROJECT IS EXEMPT FROM THE SEPA PROCESS BASED ON THE FOLLOWING: 1. NO BUILDINGS WILL BE CONSTRUCTED. 2. THE PAVING TO BE ADDED IS EQUIVALENT TO THAT OF A PARKING LOT FOR 20 AUTOMOBILES: STANDARD PARKING SPACE DIMENSIONS OF 9-FEET BY 19-FEET WITH A 24-FOOT ACCESS LANE; THE PAVING WIDTH IS 19' + 24' = 43' AND THE LENGTH IS 20 X 9' = 180'. 3. FILLING AND EXCAVATION WILL BE LESS THAN 100 CUBIC YARDS. ACTUAL GRADING OPERATIONS IS ESTIMATED TO INVOLVE MOVEMENT OF LESS THAN 25 CUBIC YARDS, NOTES RE. STORM DRAINAGE 1. THE EXISTING STORM DRAIN SYSTEM (INCLUDING DETENTION POND AND BIOSWALE) WERE DESIGNED AND CONSTRUCTED UNDER PERMIT NUMBER GRA0003-98. 2. THE STORM SYSTEM WAS DESIGNED TO INCLUDE FUTURE IMPROVEMENTS SUCH AS THIS PROPOSED NEW PAVING. 3. NO ADDITIONAL DETENTION OR WATER QUALITY PROVISIONS ARE REQUIRED. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. TITLE/POSITION: CONFIRMED BY CITY: DATE: DATE: Q D O U �D ST NE 0= Q Q n� V J PROJECT REF: GRAOO-0019 y/z s /oo THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS Approved By. Date Approved: co _> `_o V i Cr) o ❑O 1n rn OD c� W V, nnn� z Q 'U Ll C� z z o W o j n � 00 Ln 0 U �Q� z rloo m LLJ Q V) Z Q �O U o z Q Q O Z Qo LLJ Q V o MLLJ z H 07 O o Nt2. C:D yR� R $ OD 11103 ss7��, . ►. E�1G\ EXPIRES 6/23/2002 DATE 8/16/00 DRAWN S.S. CHECKED J.D.B. JOB No. 00130 SHEET NO. c 1 R.E.I. FILE: / Cl-076.dwg , 09/21/00 14: 24 PG �` l 08 I I nF z I; osmiszo SITE PLAN 169fibit, 1 =30 NORTH R.E.I. FILE: / C2-076.dwg , 09/21/00 14: 23 UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTACTOR SHALL CONSULT RUPERT ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. 59 TITLE/POSITION: ED BY CITY: DATE: DATE: E 13 Q � o U m D ao 0 z nn� �J Q °° d > U OO \ V) O r7 a' rE� V7 N 7W 0 LE l_J ILA �/ Z Z T f 0 CD 0 rn - 00 Ln c Z O N n J O F- Q z m rl-1 D m W Q I— Q V)o U c� �� Z�Q � ' z V) Qo W a- Q ry U o � z J D -J O � w J F- F- W W S N Z Q J r W F— C� O O o N I• Lf) p o W cn a cxi 5 u w W N cl- Z Q J SON U 0'Ib a 11103 p FG1 STE�F' s��NA L E� EXPIRES 6/23/20I PROJECT REF: GRAOO-0019 9/1t/00 DATE 8 f16 /� THESE PLANS ARE "APPROVED" FOR / DRAWN ! / CONFORMANCE WITH THE CITY OF AUBURN S.S. ENGINEERING DIVISION'S REQUIREMENTS CHECKED J.D.B. Approved By. � � Ln n � JOB NO. 00130 Date Approved: 1'Z DO SHEET NO. C2 OSD/820