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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/23/2017 (2)r.d E E: 2 3 4 5 [J. b F.] E ---- ------ -- 11 13 no. date I LJ I ckd Es A 10/9/17 1 LAR I CJS I ISSUED TO CLIENT A;�. LOCATIONS OF EXISTING SITE LEGEND ABBREVIATIONS z UTILITIES, EASEMENTS, PROPERTY >: NATURAL GAS (NG) KMC KINGSFORD MANUFACTURING COMPANY z 0- BASED ON GROUND SURVEY M RECYCLE AND UTILITY WATER (R/UW) RD ROAD 0 COMPLETED BY BRANCH ENGINEERING, INC. IN SEPTEMBER z CITY WATER AND FIRE PROTECTION (CW/FP) ST STREET B AL W W 2. z ___ST — — — — — ST--- STORM WATER (ST) SUB SPRINGFIELD UTILITY BOARD PHOTOGRAMMETRY PROVIDED BY z W 3Di WEST GEOTERRA, INC. IN 2008. I _JSANITARY SEWER (SS) W---SS-----SS--- z 3. ONLY CURRENT EASEMENTS ARE z 0 PROPERTY LINE SHOWN. NOT ALL HISTORICAL EASEMENTS ARE SHOWN. -------- EASEMENT 4. SITE PERMITS INCLUDE: NPDES z PERMIT 102153, ISSUED 9/28/2007 1 YEAR TIME OF TRAVEL (CURRENTLY BEING RENEWED); TITLE V AIR OPERATING PERMIT C) 04 2 YEAR TIME OF TRAVEL 204402, ISSUED 8/6/2013. ®__� 5 YEAR TIME OF TRAVEL mmmm 5. TIME OF TRAVEL BOUNDARIES 0 SHOWN ARE APPROXIMATE. larodig Oct 10, 2017 - 7:44am - C:\Users\larodig\Documents\Clorox\CAD\F[G—I -Site Plan.dwg [J. b F.] E ---- ------ -- 11 13 no. date I by I ckd I description A 10/9/17 1 LAR I CJS I ISSUED TO CLIENT GOP 6AH-1-0001LAQ-TYPI 5k, c Date Received OCT 2 3 2017 I rvininA SUbMittal 0 100, 200' SCALE IN FEET B URNS N&MMONNELL date OCTOBER 2017 designed L. RODIG detailed; L.RODIG checked C. SNIDER KINGSFORD MANUFACTURING COMPANY SPRINGFIELD, OREGON SITE PLAN project contractl 102201 drawing r rev. FIGURE 1 sheet 1 of 2 sheets file FIG_1-Site Plan.dwg G m A NOTES: 1 LOCATIONS OF EXISTING SITE ANu� iO4 my, 4?a"$ UTILITIES, EASEMENTS, PROPERTY LINES, AND OTHER SITE FEATURES BASED ON GROUND SURVEY COMPLETED BY BRANCH ENGINEERING, INC. IN SEPTEMBER 2017. B AL 2. EXISTING TOPOGRAPHY BASED ON PHOTOGRAMMETRY PROVIDED BY 3Di WEST GEOTERRA, INC. IN 2008. CONTOUR INTERVAL IS 5 FEET. 3. ONLY CURRENT EASEMENTS ARE SHOWN. NOT ALL HISTORICAL EASEMENTS ARE SHOWN. 4. SITE PERMITS INCLUDE: NPDES PERMIT 102153, ISSUED 9/28/2007 (CURRENTLY BEING RENEWED); TITLE V AIR OPERATING PERMIT 204402, ISSUED 8/6/2013. mmmm 5. TIME OF TRAVEL BOUNDARIES SHOWN ARE APPROXIMATE. D GOP 6AH-1-0001LAQ-TYPI 5k, c Date Received OCT 2 3 2017 I rvininA SUbMittal 0 100, 200' SCALE IN FEET B URNS N&MMONNELL date OCTOBER 2017 designed L. RODIG detailed; L.RODIG checked C. SNIDER KINGSFORD MANUFACTURING COMPANY SPRINGFIELD, OREGON SITE PLAN project contractl 102201 drawing r rev. FIGURE 1 sheet 1 of 2 sheets file FIG_1-Site Plan.dwg G m E 6 0 LL CD 3 U) co LAGOON 5-96-03 sre F -F -r -r -F -r -r -r -r -r -r . . . ........... MARCOLA ROAD CONCRETE CAP POURED OVER 24" CULVERT TO STOP WATER FLOW INTO LAGOON • 'SOUTH DRAINAGE SYSTEM s5-96-04 NATURAL GAS CITY WATER MARCOLA ROAD LEGEND 0 CATCH BASIN sm � STORM DRAIN TO PERC. POND �k com '-jT-0WH0—VP l , 511p, p[bul Date Received sn OCT 2 3 2017 JL Odginal Submiffal LEGEND NEW MANHOLE CATCH BASIN FIRE HYDRANT VALVE W/ ABOVE—GROUND OPERATOR FENCE NATURAL GAS STORM SEWER LINE TO sn PERCOLATION POND sm STORM SEWER LINE TO SETTLING POND SANITARY SEWER LINE ss WAREHOUSE ROOFS TO FIRE LINE -F- PERCOLATION POND — POTABLE WATER PW - PROCESS WATER (RECYCLED) PR LONGVIEW ST.HELENS 30 101 ND PROJECT SALEM 5 LOCATIOI\ N L O 20 U CORVALLIS LL U RED C 126 126 EUGENE SPRING IELD BE 38 OAKRIDGE 58 COOS 8AY ROSEB URG PARTS LIST �._.. ITEM I REQ'D I PART OR. DWG. DESCRIPTION } : win 5 SA * s-� . A _ ., e �,- SPRINGFIELD, OREGON 97477 EUGENE, OREGON 97402 WASHINGTON 84 PENDLETON_ DALLES LA GRANDE N OREGON ONTARIO Za �---�.BURNS I 42 GRANTS PASS BROOKIN S 5 EAGLE POIN 199 ASHLAND MEDFORD KLAMATH FALLS CRESCENT CITY J CALIFORNIA 0 z NEVADA T V I C IN I TY, p NTS BURNS JUNCTION I PROJECT MANAGER KAREN CHAVEZ SENIOR PROCESS ENGINEER KAREN.CHAVEZ@CLOROX.COM PH: (541) 744-4558 V V vI tl x nl ILLI'% ISSUED FOR BID REVISION PROJECT MANAGER BRAD PICKENS BPICKENSC@EEEUG.COM PH: (541) 484-4771 SHEET INDEX 2856 PROJECT COVER SHEET 2857 CODE REVIEW & EGRESS PLAN 2858 PROJECT NOTES 2859 DEMOLITION PLAN 2860 BUILDING PLAN 2861 BUILDING ELEVATIONS 2862 BUILDING ELEVATIONS 2864 SITE PLAN 2865 SITE PAVING & UG PIPING 2866 SITE DETAILS 2867 SITE DETAILS 2868 STEEL DETAILS 2869 CONCRETE FOUNDATION PLAN 2870 CONCRETE SECTIONS & DETAILS 2871 CONCRETE SECTIONS & DETAILS 2872 CONCRETE SEC11ONS AND 2874 COMPRESSED AIR PIPING PLAN 2876 PLATFORM POWER PLAN 2877 PLATFORM LOW - VOLTAGE 2878 PLATFORM LIGHTING PLAN 2879 GROUNDING PLAN 1701 EAST SERVICE SD -4 WAREHOUSE SINGLE LINE DIAGRAM J� le cove '91111— w—w-lyPIi ljvk/ Of{� ENGINEERING EE JOB NUMBER oo91F�2856-D-ao REVERGREEN ISSUEDFOR BID Engineering and Construction Services 3527.0 NO 1 FOR CONSTRUCTION EUGENE, OREGON (541)484-4771 FAX:(541)484-6759 CHK: www.evergreenengineering.com APP; DRAWING SORTS (�EPRS"OEo DRAWN BY JD" *WKingsford Manufacturing Company D 4 8th ,s 24 DECIMAL DATE 06/21 /17 TITLE EAST TRUCK DOCK EXPANSION --30 0 5 10th 20 1.005 CK 6Y PROJECT COVER SHEET PROPERTY OF THE CLOROX COMPANY — IMPORTANT — FRACTIONAL DATE THIS DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL t 1/64 DIVISION LOCATION AT ANY TIME. INFORMATION CONTAINED HEREON IS NOT TO E DISCLOSED O 1O/1O/17 APPROVED BY SUBSIDIARY KINGSFORD SPRINGFIELD ,JDH FORM FORTHEB BENEFIT IES OTHER HAN— NEC SUBCONTRACTORS & SUPPLIERS WITHOUT ANGULAR SCALE DRAWING NUMBER WRITTEN BY DATE .THE WRITTEN CONSENT OF THE CLOROX COMPANY. t 1/2 - PATE NONE 0091 � 2 8 5 6_ D— 0 0 to Received OCT 2 3 Submitlsl �¢ CODE REVIEW & EGRESS PLAN 1/3255 _ 1, _O,1 PARTS LIST ITEM i REQ'D PART OR DWG. I DESCRIPTION B_UILDIN.G CODE ANALYSIS: APPLICABLE CODES 2014 OREGON STRUCTURAL SPECIALTY CODE 2014 OREGON FIRE CODE 2014 OREGON MECHANICAL SPECIALTY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE 2014 OREGON ELECTRICAL SPECIALTY CODE S-1 MODERATE HAZARD STORAGE — LOADING DOCK BUILDING HEIGHT 2 STORIES, 55' 1 STORY, 21'-8" BUILDING AREA (ALLOWED, WITH AUTOMATIC FIRE SPRINKLER BUILDING AREA MODIFICATION) 52,500 FT2 10,872 FT2 TABLE 508.4: ADJACENT EXISTING STORAGE BUILDING IS ASSUMED TO BE S-1 OCCUPANCY, THEREFORE, 0 HOUR OCCUPANCY SEPARATION IS REQUIRED. CHAPTER 6: TYPES OF CONSTRUCTION BUILDING CONSTRUCTION TYPE IIB FIRE—RESISTANCE RATING FOR BUILDING ELEMENTS (TABLE 601) PRIMARY STRUCTURAL FRAME 0 HR BEARING WALLS, INTERIOR & EXTERIOR 0 HR NON BEARING WALLS AND PARTITIONS 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION 0 HR FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602) GIVEN X>30 FEET AND S-1 OCCUPANCY, 0 HR FIRE RESISTANCE RATING REQUIRED CHAPTER 10: MEANS OF EGRESS OCCUPANT LOAD PER TABLE 1004.1.2: 500FT2//OCC OR 20 OCCUPANTS REQUIRED PROV BUILDING EXITS (SECTION 1015) 1 4 EXIT TRAVEL DISTANCE WITH SPRINKLERS 250 250 (TABLE 1016.2) S-1 OCCUPANCY COMMON PATH OF EGRESS WITH SPRINKLERS AND AN OCCUPANT LOAD <30 (TABLE 1014.3) S-1 OCCUPANCY 100 0 OFC CHAPTER 9: FIRE PROTECTION SYSTEMS REQUIRED PROVIDED AUTOMATIC SPRINKLER SYSTEM YES YES STANDPIPE SYSTEM NO NO FIRE ALARM SYSTEM NO YES PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 906. OMSC CHAPTER 4: VENTILATION THE LOADING DOCK IS VENTILATED THROUGH EXHAUST FANS AND IS NOT HEATED OR COOLED WITH MECHANICAL EQUIPMENT. MINIMUM OUTDOOR AIR VENTILATION (TABLE 403.3) 0.12 X 9,605 FT2 = 1,153 CFM VENTILATION PROVIDED 8,100 CFM (3 AIR CHANGES/HR) 1.— SEE DRAWING 2858 FOR GENERAL NOTES NEW BUILDING 10,872 SF (E) DOCK BULDING TO BE DEMOLISHED 3,940 SF NET NEW 6,932 SF EE JOB NUMBER CAD FILE EVERGREEN ENGINEERING 0091-2857-D-00 ISSUED FOR B I D Engineering and. Construction Services 3527.0 NOT FOR CONSTRUCTION EUGENE, OREGON (541}484-4771 FAX:(541)484-6759 CHK: www.evergreenengineering.com APP; lon Mod - ni tI"loy Pi5ZIP II DRAWING SORTS °EPRS"OEo DRAWN BY .IDH 0OWKingsford Manufacturing Company. DATE 06/21/17 0 4 stn 16 24 DECIMAL ±.005 TITLE EAST TRUCK DOCK EXPANSION CODE REVIEW & EGRESS PLAN -- 0 5 70th 20 30 CK BY PROPERTY OF THE CLOROX COMPANY — IMPORTANT — THIS DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL AT ANY TIME. INFORMATION CONTAINED HEREON IS NOT TO BE DISCLOSED OR REPRODUCED IN ANY FORM FOR THE BENEFIT OF PARTIES OTHER THAN NECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT THE WRITTEN CONSENT OF THE CLOROX COMPANY. FRACTIONAL ± 1 /64 DATE DlvlsioN SUBSIDIARY KINGSFORD LOCATION SPRINGFIELD APPROVED BY © ISSUED FOR BID JDH 10/10/17 ANGULAR ± 1 /2' SCALE AS NOTED DRAWING NUMBER 0091 --2857-D--00 REVISION BY DATE DATE lon Mod - ni tI"loy Pi5ZIP II " WIDE -IWAY RIGHT OF WAY 0" UTILITY EASEMENT SILT FENCE, (2) PLACES ARY STAGING OF 'ION MATERIALS 75'x150' AREA 7'-0" HIGH E FENCE G SHIPPING DOCK = 684 SQ. FT. MAIN) 3 SHIPPING DOCK 0 SQ. FT. TO BE MODIFIED )DITION TO = 9,600 SQ. FT. AWING 0091-2865-D FOR ' REAKDOWN TORAGE BLDG W x 170'-0" L SQ. FT. ft- %VED TRUCKING AREA: 0.8 AC IXIMATE), SEE SITE PAVING 33 PIPING DWG #0091-2865-D. JSLY MIX OF CONCRETE, J, AND PACKED GRAVEL ;ES. .T AREA 91t5-00ow-Tol Std, FIRA Most- mtnUY Date ReceiVed 3. BASIN INFORMATION: UPPER WILLAMETTE; NEAREST STREAM - Q -STREET o 2 YEAR - TIME OF TRAVEL ZONE BOUDNARY 1 uL, 1 2 3 2017 CANAL (PATTERSON SLOUGH) LLID 1230833440571-5-1. (LANE COUNTY) - 5 YEAR - TIME OF TRAVEL ZONE BOUNDARY 1 Original Submittal UTILITY POLE ° CATCH BASIN y.� EE JOB NUMBER I CAD FILE V FIRE HYDRANT EVERGREEN ENGINEERING -zr,-o-7 n nnai-gRFd-n-n 0 I 0 I 0 Z r Z 1 2 3 4 5 6 7 8 9 10 11 12 50' 11 5/8- i I I 206' - O" 186' - 0- F_ " I I ! I I I I 20' - 11 5/8" I 15' - 0" I 15' 0" I I 15' - 0" I 15' - 0" I 20' - 0" 20' - 0" I 15' - 0" i 15' - 0" I 15' - 0" I 15' - 0" I I t I i 1 1 i I I C 2862 I � I I ( ( I i , I I I I I ( i I I I I 1 I I I I , I I I I I , i I I L I I I I i I I I j I I ' i I t 1 A - - — - i r — - — - — -r B - ---- 141 ROOF LINE ( A Ir I� i --_------------------ -7- 7 - -- 00 2868 0 N 1 � N ROOF EAVE B 2862 2868 TRUCK DOCK FACILITY - FLOOR PLAN 3/32" _ 1,_0„ DOOR SCHEDULE TYPE QUANTITY HEIGHT WIDTH , COMMENTS A 5 7' — 0" 4' — 0" STEEL MATERIAL—PAINTED-TO HAVE REMOVEAB LE 12" PANIC HARDWARE, PAIR HINGES CLOSER, STOP AND KICK PLATES AND LEVER TYPE HARDWARE D SERIES, US 626 FINISH B 12 15' - 0" 10' - 0"' ROLL UP DOOR — DOOR PROVIDED BY OWNER - 480V 30.C 1 15' - 0" 24' — 0" ROLL UP DOOR — DOOR PROVIDED BY OWNER - 480V 30. 13 14 I i I i I 20' - 0" _ I _ 12' - 0" 24' - 0" GENERAL NOTES: 15 16 1. WAREHOUSE #1 AND #2 DO NOT SIT PARALLEL TO EACHOTHER. NEW BUILDING IS SQUARE TO WAREHOUSE #2. NEW BUILDING LINE "A" IS CLEAR OF BOTH (E) WAREHOUSES #1 AND #2. HOWEVER FOUNDATION JOGS TO ADOPT. I � I I ( I NtW bUILUINU UULUMNS IU USE EXISTING ANCHORS. SEE CONCRETE DRAWINGS FOR LAYOUT. (E) WALL (E) STAIRS imst -000I`fo-- p� to Received XT 23 2017 �ubmoftal PARTS LIST ITEM I REQ .D I PART OR DWG. ( DESCRIPTION vv n n -ry GREENHECK STATIONARY LOUVER #ESD -635 ►) WITH MOTORIZED DAMPER EAST ELEVATION.. 3/32„ _ 19_0 ACCESS AREA 0 ISSUED FOR BID REVISION c� Date Received OCC 23 2017 road Submiiial N TRUCKING ENTRANCE WAREHOUSE #3 (E) G T T.O. GRATING EL 473.00' TO SETTING POND (E 10" SEWER LINE , G --- --------------- ______-_____ST[2]____.----------------- _-- ST[2]-------------------___--- ST[2]___ _- _____ _..ST[2] _- - ST[1] _...-�ST[1]- ---- - ST[1]._.._..-----ST[1]- --1-FW.._ ___._ ------ FW" _ .__;;___..____ _..—FW ----------- ___-._. e (E) HYDRANT I i TRUCKING EXIT (E) C B #3 T.O. GRATING EL 473.00' V v n a I I u v .j €_ IT(E) CONI APRON REPAIR ASPHALT BORDER AS REQUIRED. CONCRETE EDGE TO MATCH EXISTING -. _ L_..:.CTF1 T --h, I ELEVATIONS (E FIRE WATER LOOP TO (E) SOUTHEAST POP MATCH (E) ROADWAY ELEVATION APPROX 474'-0" ` I 39' - p" � I I I � 75, 0„ 150, - 0„ SITE PAVING & DRAINAGE PLAN 1 = 30,-0" (E POWER POLE JLAD JtU I IUN UN UVVU ffUUy I—ZOIDO—U rUK DESIGN INFORMATION`.."�.. CD I i� CD I N N PARTS LIST ITEM I REQ 'D I PART OR DWG, I DESCRIPTION NOTES: A. SEE DRAWING #0091-2858 FOR PROJECT NOTES. B. SEE K & A ENGINEERING GEOTECH REPORT #17033 FOR SUBGRADE, EXCAVATION, AND STRUCTURAL FILL REQUIREMENTS. LEGEND -----ST[1] ------ (E STORM WATER PIPING - DOWN SPOUTS -------ST[2]- -- (E STORM WATER PIPING - IMPERVIOUS SURFACES ------ST[1 N]------ NEW STORM WATER PIPING - DOWN SPOUTS -----ST[2N] ------ NEW STORM WATER PIPING - IMPERVIOIUS SURFACES _......__FW__-_-.._.... (E) FIRE PROTECTION PIPING ------FW[N]------- NEW FIRE PROTECTION PIPING ------ SS-------- (E SANITARY SEWER PIPING -*— NEW GRADE FLOW PATH .........®.___.._._ DOWNSPOUT 2 YEAR - TIME OF TRAVEL BOUNDARY (WELLHEAD) 5 YEAR - TIME OF TRAVEL BOUNDARY (WELLHEAD) t1 l t -000mo- 1 TC I :S[4 Ran "(A- (Y" Y,AnG 'S f'rod (3�) 10 ©f � 1 Date Received OCT 2 3 20417 Original Submiffal W A - w � PROFF �s% Digitally signed 84323PE by Zeus Brunner OREGON Date: ISSUED FOR PERMIT �F�Yg'�°.� B9, 2017.10.11 �S R�NN NOT FOR CONSTRUCTION LL EXPIRES: 12/31/201715:31:38 -07'00' EE JOB NUMBER CAD FILE [� R FOR EVERGREEN ENGINEERING 0091-2865-D-00 ISSUED B Engineering and Construction Services 3527.0LJ EUGENE, OREGON NOT FOR CONSTRUCTION (541)484-4771 FAX:(541)484-6759 CHK: Jillwww.evergreenengineering.com APP; DRAWING SORTS TOLERANCES DRAWN BY (EXCEPT AS. NOTED) DATE ZB W Kingsford Manufacturing Company DECIMAL 06/21/17 TITLE 0 4 Stn 16 24 EAST TRUCK DOCK EXPANSION x.005 CK BY 0 5 10th 20 30 _ SITE PAVING & UG PIPING PROPERTY OF THE CLOROX COMPANY — IMPORTANT — FACTIONAL DATE THIS DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL t 1 /64 DIVISION LOCATION AT ANY TIME. INFORMATION CONTAINED HEREON IS APPROVED BY SUBSIDIARY NOT TO BE DISCLOSED OR REPRODUCED IN ANY KINGSFORD SPRINGFIELD ISSUED FOR BID JDH 10/10/17 FORM FOR THE BENEFIT OF PARTIES OTHER THAN ANGULAR SCALE DRAWING NUMBERNECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT REVISION BY DATE THE WRITTEN CONSENT OF THE CLOROX COMPANY. t 1 /2o OATS AS NOTED 0091 —2865—D-00 2V65—DiOO tnr err n„nn, ,rn nnnv , r,rr, rn nv 473'-7 6" 1' - 0 1/4" , 1 1/4" x 3/16" GALVANIZED STEEL GRATING 1' - 2 1/2" WIDTH #4 I• • 00 HYDROPHYLIC WATER STOP CONT DETAIL 2 1 1/2" = 1'-0" Q871 L 1 1/2 x 1 1/2 x 1/4 GALVANIZED -- #4 _ SLOPE -- 1/2"0 x 4" HEAD STANDARD ANCHOR @ 24" O.C. TYP WELDED TO ANGLE #4 @ 12" O.C. LJ (3) #4 TRENCH TO BE FLAT THROUGH NEW CONSTRUCTION TO MATCH (E) TRENCH GRID #4 @ 8" O.C. ED RETAINING WALL PER J 2870 A D1.0 -p�- (f) _' E — — — — — — —! Ci + LAj Q — ------ — — A.B. BOLTS ------------ - --�----- ------------ (2) #5 1'-0„ 48„ 2' - 0 8" 48" DETAIL 3 1/2 1'-0" 2869 T.O. CONC 477' - 6 1/2" D TOP OF CONCRETE - TACK ONCRETE_TACK (2) PLC S AT 1800 - - SQUARE WASHER (— TAC K (2) PLC S AT 1800 z o �W� N W CD Off = Uj I— J (GRADE 36 KSI & 55 KSI) INCHES 3/4 3/4* 5/8 W 3 3 2 1/2 T 3/8 3/8 1/4 HOLE 1 7/8 7/8 3/4 L 17 1/4 31 1/2 15 1/4 P 4 4 2 E 12 26 12 ANCHUK BULK SCHEDULE DETAIL 1 1" = 1'-0" 30" 1 18" #4 @ 12" O.C. COMPACTED STRUCTURAL ?:; #4 @ 16" O.C. J - BACKFILL PER GEOTECH REPORT - '. (4) #4 CONT #4 @ 16O.G. T.O. CONCRETE 473'-2" "' i- J FACE OF CONCRETE AI T I I I I i I I I i I I i I I (3) #4 CONT i - 0 8" 2„ C LR SECTION J 1/2" = 1'-0" 2869 PARTS LIST NO. -j GRID ITEM REQ'D PART OR DWG. DESCRIPTION COLUMN BEYOND L 4 x 4 x 3/8" BOLLARD BEYOND 8 WITH 3/8" x 4" STUD ANCHORS @ 6" O.C., GALVANIZED CONT BETWEEN LEVELS #4 @ 12" O.C. SEE SUPPLIED DOCK LEVELER BY OWNER FOR EXACT DIMENSIONS. 8" 8' - 0" OWNER TO SUPPLY DOK-BOX PIT FORMING KIT FOR INSTALLATION INTO PIT. I T.O. CONC el 4 1V 477'-6 1 /2" #4 @ 12' O.C. —� 1 #4 CONT 1/2 PITCH 0 #4 @ 12" O.C. TOP & BOTTOM B.O. C ONC RET #4 @ 12" O.C. 472'-2" ------ (3) #6 CONT I 2' -.., 6 i SECTION H 1/2" = 1'-0" 2869 #4 x 1'-6" @ 24" O.C. - (E) WAREHOUSE SIDING SHORE UP SIDING DURING CONSTRUCTION TO ADEQUATELY RESIST HYDROSTATIC PRESSURE (E_ WAREHOUSE SLAB _ E SLAB ------- 473-6 f 0 i 4 FOR PILASTER 3 REINFORCEMENT SEE .2870 G FOR RETAINING WALL SEE 2,870 I 1-�FPT\+ s d _i I - (2) #5 \48' i I 48" 12„ I E 8" I 1' - 4" I FF 7 DETAIL r4 3/4" = 1'-0" 2869 I I I I ISSUED FOR BID REVISION T.O. GRATE 473' 7 - #4 C 0N>_--'- //C" APPROX 2 5/8" 1/4 o x _ 0 CL - 0- C-11 T.O. CONCRETE 477'-6 1/2" . C6 x 8.2 COPE AROUND BOLLARD 2871 #4 @ 24" O.C. I 10'-0" MIN an #4 @ 12" O.0 EAC H WAY - REPAIR ASPHALT AS REQUIRED SLOPE _ _T-0- CONCRETE 8" STD STEEL PIPE CONCRETE -FILLED 10 GA GALVANIZED STEEL HIGHWAY GUARDRAIL ATTACHED WITH 3/4" 0 NUT & BOLT PRIOR TO FILL -'i POUR WITH SLAB 11...1 8 -1 1 , TYPICAL BOLLARD SEE SECTION J FOR SLAB & FOOTING REBAR SECTION K 1/2" = 1'-0" 2869 473'-8" OLP, bv ?tH D00k 0- 1Yp ( (E) BUILDING LINE - - — a-)ih0 ° d.6 . jQq� dn�fct u i11 a �k of(c A------- 1 1; 42. ------- d d 00 o air Rece Ive b a NOTE: SLAB ABOVE NOT SHOWN FOR C LARITY. OtT 2 3 2017 DETAIL 5 odgi 7a1; 2869 CAD FILE EVERGREEN ENGINEERING EE JOB NUMBER 0091-2871-D-00 ISSUED FOR BID Engineering and Construction Services 3527 NOT FOR CONSTRUCTION EUGENE, OREGON (541)484-4771 FAX:(541)484-6759 CHK: www.evergreenengineering.com APP: DRAWING SORTS DRAWN BY TLEA—(EXOEPTRASNOED) DATE CES JDFI *wKingsford Manufacturing Company 0 4 8th 16 24 DECIMAL 10/10/17 TITLE EAST TRUCK DOCK EXPANSION 0 5 10th 20 30 t .005 °K BY CONCRETE SECTIONS & DETAILS PROPERTY OF THE CLOROX COMPANY — IMPORTANT — FRACTIONAL DATE THIS DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL t 1 /64 DIVISION LOCATION AT ANY TIME. INFORMATION CONTAINED HEREON IS APPROVED BY SUBSIDIARY KINGSFORD SPRINGFIELD NOT TO BE DISCLOSED OR REPRODUCED IN ANY JDH 10/10/17 FORM FOR THE BENEFIT OF PARTIES OTHER THAN ANGULAR SCALE DRAWING NUMBER NECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT DATE 0091 - 2 8 71 -D-00 BY DATE THE WRITTEN CONSENT OF THE CLOROX COMPANY. � 1 /2° AS NOTED d' (2) #5 (V T.O. GRATE 473' 7 - #4 C 0N>_--'- //C" APPROX 2 5/8" 1/4 o x _ 0 CL - 0- C-11 T.O. CONCRETE 477'-6 1/2" . C6 x 8.2 COPE AROUND BOLLARD 2871 #4 @ 24" O.C. I 10'-0" MIN an #4 @ 12" O.0 EAC H WAY - REPAIR ASPHALT AS REQUIRED SLOPE _ _T-0- CONCRETE 8" STD STEEL PIPE CONCRETE -FILLED 10 GA GALVANIZED STEEL HIGHWAY GUARDRAIL ATTACHED WITH 3/4" 0 NUT & BOLT PRIOR TO FILL -'i POUR WITH SLAB 11...1 8 -1 1 , TYPICAL BOLLARD SEE SECTION J FOR SLAB & FOOTING REBAR SECTION K 1/2" = 1'-0" 2869 473'-8" OLP, bv ?tH D00k 0- 1Yp ( (E) BUILDING LINE - - — a-)ih0 ° d.6 . jQq� dn�fct u i11 a �k of(c A------- 1 1; 42. ------- d d 00 o air Rece Ive b a NOTE: SLAB ABOVE NOT SHOWN FOR C LARITY. OtT 2 3 2017 DETAIL 5 odgi 7a1; 2869 CAD FILE EVERGREEN ENGINEERING EE JOB NUMBER 0091-2871-D-00 ISSUED FOR BID Engineering and Construction Services 3527 NOT FOR CONSTRUCTION EUGENE, OREGON (541)484-4771 FAX:(541)484-6759 CHK: www.evergreenengineering.com APP: DRAWING SORTS DRAWN BY TLEA—(EXOEPTRASNOED) DATE CES JDFI *wKingsford Manufacturing Company 0 4 8th 16 24 DECIMAL 10/10/17 TITLE EAST TRUCK DOCK EXPANSION 0 5 10th 20 30 t .005 °K BY CONCRETE SECTIONS & DETAILS PROPERTY OF THE CLOROX COMPANY — IMPORTANT — FRACTIONAL DATE THIS DRAWING PRINT IS LOANED FOR MUTUAL ASSISTANCE AND AS SUCH IS SUBJECT TO RECALL t 1 /64 DIVISION LOCATION AT ANY TIME. INFORMATION CONTAINED HEREON IS APPROVED BY SUBSIDIARY KINGSFORD SPRINGFIELD NOT TO BE DISCLOSED OR REPRODUCED IN ANY JDH 10/10/17 FORM FOR THE BENEFIT OF PARTIES OTHER THAN ANGULAR SCALE DRAWING NUMBER NECESSARY SUBCONTRACTORS & SUPPLIERS WITHOUT DATE 0091 - 2 8 71 -D-00 BY DATE THE WRITTEN CONSENT OF THE CLOROX COMPANY. � 1 /2° AS NOTED