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HomeMy WebLinkAbout0825.96.34AIR AND WATER SERVICES AIR SERVICE IS TO BE A BRACKET -HUNG HOSE. COMPLETE WITH QUICK DISCONNECT COUPLING ON ONE END AND A COMBINATION GAUGE /CHUCK ON THE OTHER. POST, PIPE, AND HANGER BY THE CONTRACTOR. HOSE, DISCONNECT, AND GAUGE /CHUCK BY THE OWNER. ECO MODEL #98 WELD COVER PLATE GAUGE CHUCK PEDESTAL YARD UNIT TOP ONLY FURN. BY OWNER, ___ __ PAINT ENTIRE ASSY. BLACK INSTALL. BY CONTR. r°j 90 DEG. EL �J ,WELD - 3/8" DIA. STEEL QUICK DISCONNECT FABRICATED HANGER I v = o SECURE TO POST — 4" X 4" X 3/16" WALL FOR SEE BOLT CIRCLE'-, BELOW = GA� LV. THICKNESS X 6 -6 LONG STRUCTURAL TUBE GRADE II GRADE F FOAM f_XP. o DETAIL "E" 112" TYPE „ " SEE DETAIL E K SOFT �- II 112" TYPE K SOFT _ ri SLEEVE COPPE R AIR SUPPLY - - COPPER AIR SUPPLY CONTRACTOR TO INSTALL 3' -6" 30" FROM AIR COMPRESSOR 5 x 8 25' -0° - ECO MODEL #98 __ — — — —� I� t REMOTE AIR SERVICE WITH METER REMOTE AIR SERVICE WITHOUT METER 36" 8" 5 x 8 i AIR METER ECO MODEL #97 FURN. BY OWNER, INSTALL. BY CONTR. REDUCE TO 114" COPPER @ AIR METER FCC MODEL #97 /SET METER WITH TWO (2) 7/16" PAWL HAMMERSETS ,112" GI SLEEVE THRU BRICK TYPE K SOFT COPPER AIR LINE THRU BIOCK CORE 1— FINISH FLOOR WALL MOUNT AIR SERVICE WITH METER NOTE: EACH FAUCET TO WOODFORD MANUFACTURING HAVE 3/4" COMMERCIAL _IOWA MODEL Y34 VINYL HOSE 15" LONG, ° ° 125 PSI MAX. PRESSURE N w FURNISHED & INSTALLED I z z BY G.C. NO NOZZLE REQ'D. n- w o oo O ° ° c � 0 N B 91/2' BOLT CIRCLE D (DETAIL "A ") F FOAM f_XP. o BY G.C. - 4" CONC. N 3' -0" SLEEVE a o� SLAB !MINI ) CONTRACTOR TO INSTALL 3' -6" 30" 8" 5 x 8 25' -0° - HYDRANT PER THE INSTALL-- __ — — — —� I� t o LLj ° ATION & MAINTENANCE IN- 36" 8" 5 x 8 i „ 3 STRUCTIONS PROVIDED BY „ CONDUIT (DETAIL "C ") „ 16 „ 8 „ 3 WOODFORD MANUFACTURING CO. „ 10 6 x 10 _ 35' _0 3`6" 6/1 _18 15 16 8 _6 4`0" 36 SELF COMPACTED 0 0 0 0 °0 °o° °o 4' -0" 8" 201' WASHED AGGREGATE ° ° o ° ° 4' -8" 40" 12" 8 x 12 °o° ° °o ° 0.' ° ° 8" _2'-O" BURY DEPTH FOR ALL DRAIN HOLE °° a o ° 40" AREAS SOUTH OF TENNESSEE. 50' -0" 5' -0" °° 22" ALL OTHER AREAS BURY 10" 5' -10" ° 15" DEPTH SHALL BE 4' -0 ". FIELD TILE COVERED- ° ° 24" 20" 21" 10" 7' -0" WITH TARPAPER 15" 20 x 30 — 70/-011 , " 7 -0 1211 " 24 oo O ° ° c � 0 N B 91/2' BOLT CIRCLE D (DETAIL "A ") F FURNISHED & INSTALLED BY G.C. FREEZELESS YARD HYDRANT DETAIL "F" 3/8" ANCHOR BOLTS X EXPOSED HEIGHT 8" LG. (4) REO'D. B 91/2' BOLT CIRCLE D (DETAIL "A ") F 123/$' BOLT CIRCLE H (DETAIL "C ") MAX FLAG SIZE 1 112" (DETAIL "A "') 3' -0" 2 1/4" (DETAIL "B ") - �° 14" 7" 3' -6" 30" 8" 5 x 8 25' -0° - __ __ — — — —� I� t J , 14„ ° ° / 36" 8" 5 x 8 30/-011 „ 3 „ 6_ „ CONDUIT (DETAIL "C ") „ 16 + 'ECO' TIRE INFLATOR MODEL 106C -1 HP OIL -LESS COMPRESSOR FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. "ECO" POST #321848 5" X 5" X 31 "± LONG �` MOUNT CABINET TO FURNISHED BY OWNER, POST TOP PLATE INSTALLED BY CONTRACTOR \ W /FOUR BOLTS 25' AIR HOSE 1 FURNISED & \ _ SEE BOLT INSTALLED BY CIRCLE BELOW OWNER 3/4" CONDUIT 1 GRADE TO WIREWAY AT _ I BUILDING. CONTRACTOR �O , SEE DETAIL "E" TO SUPPLY 115VAC, 2C, AMP - ISOLATED CIRCUIT REMOTE SELF - CONTAINED AIR SERVICE DETAIL "C" EDGE OF BUILDING — 1'-6" DIA. x-112" AIR LINE (AS REO 'D) _4" STRUCTURAL TUBE REQUIRED FOR (DETAIL "B ") AND 5" X 5" STRUCTURAL TUBE (DETAIL "C") 1' -6" 1' -6" PLAN VIEW a - a W Q LIJ ° M v N u I I II II I I II n I I II (-D o Z F— — Q Q c J z w Q w c O rn rl) f CONCRETE SIDEWALK 45° 1/2" EXPANSION JOINT y MATERIAL ALL AROUND 1" X 1" CHAMFER, ALL AROUND (FULL DEPTH) OUTSIDE E =,GE OF CANOPY COLUMN CANOPY COLUMN (SEE TO BF F- SH WIT EDGE OF SIDEWALK CENTERLINE LOCATION — GUARD POST PER DIMENSIONS ON PLOT PLAN DETAIL "U" + (2 REO'D) CANOPY COLUMN PLACEMENT DETAIL EDGE OF DRIVE 1" X 1" CHAMFER, ALL AROUND GRADE 3 /8" ANCHOR BOLTS — CONCRETE (DETAILS TAILLS"A" & "C °1 _o N M C) Q X112" AIR LINE r � o � o L 1' -6" DIA. _ ow �m ELEVATION VIEW NOTE ALL ANCHOR BOLTS FURNISHED AND INSTALLED BY CONTRACTOR AIR SERVICE CONCRETE BASE (FOR DETAILS "All, /B„ & „C„ I POLE FOUNDATIONS FLAG POLE FOUNDATION DIMENSIONS EXPOSED HEIGHT A B C D E F G H S MAX FLAG SIZE 20' -0" 3' -0" 6" 18" 15" 14" 7" 3' -6" 30" 8" 5 x 8 25' -0° - ' 3' -O" 6„ 18" 15" 14„ 7" - 3' -6" 36" 8" 5 x 8 30/-011 „ 3 „ 6_ „ ,l 15 „ 16 „ 8 „ 3 „ 36 „ 10 6 x 10 _ 35' _0 3`6" 6/1 _18 15 16 8 _6 4`0" 36 loll 6 x .0 401-0" 4' -0" 8" 201' 15" 18" 9" 4' -8" 40" 12" 8 x 12 45' -0" 4' -6" 8" 20" 15" 18" 9" 5'-2" 40" 12" 8 x 12 50' -0" 5' -0" 10" 22" 20" 21" 10" 5' -10" 54" 15" 10 x 15 60' -0" 6' -0" 12" 24" 20" 21" 10" 7' -0" 60" 15" 20 x 30 — 70/-011 , " 7 -0 1211 " 24 u 20 " 21 " 10 , " 8 -0 n 60 u 15 20 x 30 _ 80' -0" 8' -0" _ 12" 24" 20" 21" 10" 9' -0" 60" 15" 20 x 30 100' -0" 10' -0" 12" 24" 22" 21" 10" 11' -0" 66" 18" 30 x 50 FLOODLIGHT \ 1000 WATT --240 VOLTS ADJUST ANGLE TO SLIPFITTER FURN. BY OWNER'S SATISFACTION BASE PLATE OWNER 1�-LB FITTING WITH JGRADL 1-0 I GLAND NUT II II 1' DIA. COATED 7" DIA. BOLT CIRCLE SONOTUBE FORM OR EQUAL f 3/4" COND. �x (4) 3/8" DIA. ANCHOR BOLTS 12" LONG WITH DOUBLE NUTS (FURNISHED BY CONTRACTOR) PLAN VIEW Il`3 /4° CONDUIT CONC BASE DO NOT FORM 0 :° BELOW GRADE 6 0. �1 DIA. ELEVATION VIEW FLAG OR SIGN LIGHTING DETAIL "BAARTOL" ONLY CONE TAPERED ALUMINUM FLAG POLE FURNISHED COMPLETE EXCEPT AS NOTED ON THIS DETAIL, FURNISHED BY OWNER, INSTALLED BY G.C. TONE PARKING AREAS "AGGREGATE SURFACE COURSE" 2" COMPACTED THICKNESS CRUSHED LIMESTONE. SEE SPECS FOR STONE MAT'L, & APPLICATION INSTRUCTIONS "BASE" 6" COMPACTED THICKNESc_ CRUSHED _ = LIMESTONE. SEE SPECS IOR STONE MAT'L, & APPLICATION INSTRUCTIONS "SUBGRADE" COMPACTED CLEAN, DRY EARTH MATERIAL STONE DRIVE AREAS "AGGREGATE SURFACE COURSE" 3" COMPACTED THICKNESS CRUSHED IMESTONE. SEE SPECS FOR STONE MAT'L & APPLICATION INSTRUCTIONS "BASE" 9" COMPACTED THICKNESS CRUSHED LIMESTONE. SEE SPECS FOR STONE MAT'L & APPLICATION INSTRUCTIONS "SUBGRADE" COMPACTED CLEAN, DRY EARTH MATERIAL STONE PAVEMENT MISCELLANEOUS SIGNAGE SIGN FURNISHED BY OWNER, INSTALLED BY CONTRACTOR 1" WIDE X 3' -5" LONG X 1/4'- FILL IN WITH CONCRETE FLAT STOCK WELDED TO GUARD AND CONE TOP POST (2 REO'D) -� 14" RAISED 6 STEEL POST _ ISLAND o EQUAL \Y 112" EXPANSION MATERIAL = ___�[FINISH ° PAVEMENT M -E- DISPENSER ISLAND N 1 1 1 1 1 1 1 1 � - 1 1 I 1 I PAVEMENTS NORMAL STRENGTH PAVEMENT HIGH STRENGTH PAVFMFiJi SERVICE STATIONS 1 1 1 TRUCK STOPS , AND OTHER PLAN VIE 1. GUARD POST FURNISHED & INSTALLED BY CONTRACTOR. 2. REFER TO PLOT PLAN OR DISPENSER ISLANC LAYOUT „ 8 6 DO NOT /8 - FARM S FOR VARIATIONS IN GUARD POST SPACING AND NUMBER REQUIRED. BELOW E! EVAT ION A - GRADE „ „ �� SUBGRADE 3. HORIZONTAL STEEL FRAMES AND SIGNS REQUIRED WHEN CALLED FOR ON PLOT PLAN. GUARD POST & SIGN I NSTALLAT I ON 6" STD. "U SHAPED GUARD POST, FURN. "- o 1 /4 PAVEMENTS NORMAL STRENGTH PAVEMENT HIGH STRENGTH PAVFMFiJi SERVICE STATIONS PARKING AREAS AND TERMINALS , TRUCK STOPS , AND OTHER OTHER LIMITED SERVICE TRAFFIC AREAS HEAVY LOAD TRAFFIC AREAS 1. SAWN ----5" CONCRETE, LIGHT BROOM FINISH BELOW SURFACE o; °.o °_-8" CONCRETE, HEAVY BROOM FINISH 0 v o° o O v o 0° o 0 0 0 0° o ° o o :° o o° o, °.o ;° o o o o o o. o „ „ �� SUBGRADE 00 °,� Qov p Op p Ov . .1 0 0 0 „BASE„ TAHITI II SPECIFIED ON DRAWINGS OR BY MARATHON REPRESENTATIVE.) 6" STD. "U SHAPED GUARD POST, FURN. "- o 1 /4 --4" COMPACTED CRUSHED LIMESTONE 18 " ** DIA COMPACTED CLEAN I ----- GEOTEX ILE FABRIC (IF SPECIFIED) ° EARTH MATERIAL -_ IIIIII�I I� 8 0 NON -WOVEN NEEDLE PUNCHED �. AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL CONCRETE PAVING GENERAL NOTES SUBGRADE" COMPACTED CLEAN EARTH MATERIAL 1. ALL WORK SHALL BE IN CONFORMANCE WITH MARATHON SPECIFICATIONS DIVISION 3 - CONCRETE. 2. CONCRETE ABUTTING EXISTING PAVEMENT SHALL HAVE ITS THICKNESS INCREASED BY 3" IN A TRANSITION AREA 5' FROM & PARALLEL TO THE EDGE OF PAVEMENT. 3. CONCRETE OVER UNDERGROUND TANKS SHALL BE AS NOTED ON TANK INSTALLATION DRAWINGS. CONCRETE PAVEMENT JOINT DETAILS TYPE OF JOINT USE DESCRIPTION DETAIL A. CONTROL JOINT r PLACE JOINTS 'S0 AS TO UNIFORMLY DIVIDE JOINT SEALANT- 3 " 4 DEEP (MIN.) HELD 1. SAWN SLABS INTO NOMINAL 12' X 12' (NORMAL BELOW SURFACE \ STRENGTH) OR 16 X 16 (HIGH STRENGTH) 50. SHAPED CORNERS (TYP.) "- 2. PREMCLD STRIP SECTIONS. (SEAL CONTROL JOINTS ONLY IF ry - - - 8 OZ. NON- WOVEN, NEEDLE PUNCHED, SPECIFIED ON DRAWINGS OR BY MARATHON REPRESENTATIVE.) 6" STD. "U SHAPED GUARD POST, FURN. "- o 1 /4 3. HAND FORMED AND SAWN 18 " ** DIA AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL I AT CRITICAL JOINTS ° cL o -_ "SUBGRADE" B. EXPANSION JOINT PLACE AGAINST CONCRETE TANK USE REMOVEABLE MATERIAL JOINT SEALANT- 3 %q" DEEP (MIN.) HELD %4' 18" DIA X SLAB, ABUTTING ROADWAY PAVEMENTS DURING FORMING REQUIRED 3/4' RECESS � BELOW SURFACE — — AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, TO OBTAIN A y X 4' CATCH BASINS, ETC.) EXISTING CONCRETE- �O"' ° A* -- WORK PAVEMENT OR ,. Q v CONDUITIS) -� STRUCTURE ALTERNATE #2 GRANULAR_ BASE ALTERNATE DETAIL o a nl�� n AS REOU[RED 112 EXPANSION MATERIAL C. CONSTRU(.T[ON JOINT CONSTRUCTION JOINTS MUST BE APPROVED BY 314" MIN. -- LLJ r n o OWNER'S ENGINEER. PLACE WHEN CONTINUOUS -- 2" �— TAPERED NEW ' 1 POUR OPERATIONS ARE SUSPENDED FOR MORE:,, THAN 30 MINUTES. ° �-- KEYWAY WORK *�,l'/ M CONCRETE PAVEMENT Dr NOTE: NUTS & WASHERS BOTH A_LTE_R_NATE #1 - FULL DEPTH ALTERNATE #2 - GRANULAR BASE ABOVE & BELOW BASE "WEARIP,IG SURFACE" "WEARING SURFACE" 11" DIA. BOLT CIRCLE (TYPICAL ALL POLES) 1 1/2" COMPACTED ASPH. CONC. " r 1 112 �OMPACIFD ASPH. CONC. 2 1!2'" 13" APPLIES TO FLOODLIGHT "BASE ° °� "BASE _NORMAL STRENGTH PAVEMENT POLES & SIGN POLES b 4 1/2" COMPACTED ASPH. CONC. 3" COMPACTED ASPH. CONC. SERVICE STATIONS , PARKING AREAS , AND CONDUITS) t "SUBGRADE" "SUBBASE" OTHER LIMITED SERVICE TRAFFIC AREAS - fi FOUNDATION nll COMPACTED CLEAN, DRY 4" COMPACTED CRUSHED LIMESTONE 30 FT. PAVEMENT BOUNDARIES EARTH MAT -RIAL \ GEOTEXTILE FABRIC (IF SPECIFIED) 50. SHAPED CORNERS (TYP.) "- FOR PLANTING REQUIREMENT 6 " JOINTS @ 12'0/C ry RVWR 8 OZ. NON- WOVEN, NEEDLE PUNCHED, 6'-6" 6" STD. "U SHAPED GUARD POST, FURN. uII N FL, NC, SC 18 " ** DIA AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL I _ ° ° cL o -_ "SUBGRADE" N ` 18" ! X 5' II II II GRADE II II II 18" DIA X COMPACTED CLEAN, DRY EARTH MATERIAL — — ALL OTHERS N X 4' II II II 18" DIA �O"' PLAN VIEW Q v CONDUITIS) ALTERNATE #1 - FULL DEPTH ALTERNATE #2 GRANULAR_ BASE ALTERNATE DETAIL o a nl�� n AS REOU[RED WEARING SURFACE " "WEARING SURFACE" LLJ r n o �I 1" X 36" LONG 1 1/2 OMPACTED ASPH. CONC. ' 1 1/2" COMPACTED ASPH. CONC. 3 ANCHOR BOLTS BASE' "BASF" HIGH STRENGTH PAVEMENT SPUN ALUMINUM �11" DIA. BOLT w � ° FOR 14' & 25' 7 112" COMPACTED ASPH. CONC. 4" COMPACTED ASPH. CONC. 3 H CIRCLE FOR � ° m - TERMINALS , TRUCK STOPS , AND OTHER o POLES. * "SUBGRADE" "SUBBASE" HEAVY LOAD TRAFFIC AREAS ° — D FLASH COLLAR CONDUITS) POLES.* CONC. COMPACTED CLEAN, DRY �9" COMPACTED CRUSHED LIMESTONE EARTH MATERIAL = I - GEOTEXTILE FABRIC (IF SPECIFIED) GRADE 18' DIA. FOR 8 OZ. NON - WOVEN, NEEDLE PUNCHED, III�III� 14' & 25' POLES. ** AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL ' IJI�IIII "'SUBGRADE" ° I INTERNALLY- ILLUMINATED SIGN & FRAME BY OTHERS 3/g' X 6 X 6" rrr ri ni .Tr PIPE DIA. MTG. ° BOLTS (4 REO'D) 3/4" CONDUIT 4" DIA. STD. WT. STEEL )E PIPE X 4' -6" LONG II 1 18" DIA. CONC. BASE 1 1 oI . DO NOT FORM 1 BELOW GRADE I I I � � 1 � 1 L J SIGN MOUNTING PLATE DETAIL �--- -s 7/16' DIA. HOLE (TYP. 4 PLC'S) r GALVANIZED TY- 2 0 EDGE OF PAVEMENT IOULEVEL PAVED AREA SHL D ER 5 x MP4' • ��`���D 2•• Q ` \� EXISTING SEE PLOT OR LANDSCAPING PLAN GRADE FOR PLANTING REQUIREMENT PAVEMENT BERM Z -POST SEE SPECS. A'_L MATERIAL & INSTALLATION METHODS WILL MEET STATE HIGHWAY DEPT. STANDARDS GUARDRAIL & POSTS WILL BE FURNISHED & INSTALLED BY CONTRACTOR. 1' -6" UNLESS OTHERWISE NOTED I_-PAVED AREA 6" STEEL PIPE FILL IN H CONCRETE & CONE TOP GRADE u n . , . Vi ep n Z--EDGE OF PAVEMENT POURED CONCRETE ;° d'�7 o n BASE II it ,..�-•�•a DO NOT FORM u 1 �18" DIA. BELOW GRADE u -i GUARD RAIL GUARD POST DETAIL "T © 1995 MARATHON OIL COMPANY DETAIL "U" ,�a��urarNr �� Q`. �G1STfq�•. ,9 spy STD /12DWGSx12.DGN 2' THICK WATER PLAN VIEW COMPACTED CLEAN, DRY EARTH MATERIAL PROOFING STANDARD DETAIL_ TYPICAL SECTION (4) HARDWOOD WEDGES FURNISHED Q (REMOVE AFTER BY GENERAL TAMPING SAND) CONTRACTOR TAMPED DRY SAND 3000 PSI CONCRETE FOUNDATION GALV. CORRUGATED 16 GA. STEEL m - FOUR 1/2" DIA. STEEL RODS FORM FOUNDATION DIRECTIONAL S I G N ELEVATION VIEW DETAIL "M" 30 FT. PAVEMENT BOUNDARIES 25 FT. SEE PLOT OR LANDSCAPING PLAN TOOLED CONTROL „ ° '- 0 50. SHAPED CORNERS (TYP.) "- FOR PLANTING REQUIREMENT 6 " JOINTS @ 12'0/C ry RVWR 18 DIA X 6'-6" 6" STD. "U SHAPED GUARD POST, FURN. #4 BAR CONT. FL, NC, SC 18 " ** DIA X 6' w a _ ° ° cL o -_ AL, MS 18 " ** DIA X 5' BY CONTRACTOR 18" DIA X ALL OTHERS r X 4' -6" 18" DIA �O"' 8" DIA X 4' -0° SOURCE: HAMILTON WELDING CO. ° 2200 REFUGE ROAD GRADE COLUMBUS, OHIO 43 207 *�,l'/ 614- 445 -8446 ORDER TYPE 1 OR z ° TYPE 2 "U" -SHAPE M °, GUARD POSTS. . JOINT ONLY a- ;. "' IF DRIVE IS CONCRETE L L -I_ o (FULL DEPTH Of CONC. SLAB) CONCRETE BASE 1' -6" 1' -6" DO NOT FORM BELOW GRADE CAST-IN-PLACE CONCRETE CURB "U "- SHAPED GUARD POST DETAIL GALVANIZED TY- 2 0 EDGE OF PAVEMENT IOULEVEL PAVED AREA SHL D ER 5 x MP4' • ��`���D 2•• Q ` \� EXISTING SEE PLOT OR LANDSCAPING PLAN GRADE FOR PLANTING REQUIREMENT PAVEMENT BERM Z -POST SEE SPECS. A'_L MATERIAL & INSTALLATION METHODS WILL MEET STATE HIGHWAY DEPT. STANDARDS GUARDRAIL & POSTS WILL BE FURNISHED & INSTALLED BY CONTRACTOR. 1' -6" UNLESS OTHERWISE NOTED I_-PAVED AREA 6" STEEL PIPE FILL IN H CONCRETE & CONE TOP GRADE u n . , . Vi ep n Z--EDGE OF PAVEMENT POURED CONCRETE ;° d'�7 o n BASE II it ,..�-•�•a DO NOT FORM u 1 �18" DIA. BELOW GRADE u -i GUARD RAIL GUARD POST DETAIL "T © 1995 MARATHON OIL COMPANY DETAIL "U" ,�a��urarNr �� Q`. �G1STfq�•. ,9 spy STD /12DWGSx12.DGN 2' THICK WATER PLAN VIEW COMPACTED CLEAN, DRY EARTH MATERIAL PROOFING STANDARD DETAIL_ TYPICAL SECTION (4) HARDWOOD WEDGES FURNISHED Q (REMOVE AFTER BY GENERAL TAMPING SAND) CONTRACTOR TAMPED DRY SAND 3000 PSI CONCRETE FOUNDATION GALV. CORRUGATED 16 GA. STEEL m - FOUR 1/2" DIA. STEEL RODS FORM CENTERING CONE TO FIT POLE I.D. F * CONTACT LIGHT POLE SUPPLIER FOR INFORMATION WITH REGARDS TO 30' POLE. DO NOT FORM STEEL BOTTOM PLATE 114 BELOW GRADE E STEEL SUPPORT PLATE 1/4" ** MINIMUM DIMENSION. IT MAY BE NECESSARY TO INCREASE WIDTH OF FOUNDATION 3/4" DIA. STEEL GROUND SPIKE DUE TO SUPPLIED BASE PLATE AND ANCHOR BOLT SIZE. FLAG POLE BASE DETAIL AREA LIGHT POLE FOUNDATION DETAIL I DETAIL J _ Marathon ,486 • :� ���� «- ._ i = �D . STA ALTERNATE #1 - FUL'I- DEPTH ALTERNATE 42 - GRANULAR BASE OilCompany - �� w MA RAT H 0 N 4�s fro, �� ' Findlay, Ohio 4584G WEARING SURFACE WEARING SURFACE 1 1/2" COMPACTED ASPH. CONC. 1 1/2" COMPACTED ASPH. CONC. SPECIAL STRENGTH INpMphm "BASE" "BASE" PAVEMENT NO. REVISIONS DRFTR CHKR D NR VWR F[LMD 10 1/2" COMPACTED ASPH. CONC. 4 1/2" COMPACTED ASPH. CONC. TERMINALS TRUCK STOPS, 33 AMOCO FABRIC PIN FROM 4557 TO 4553 JPN DKV YARD EQUIPMENT INSTALLATION � 5 -12 -92 5 -13-92 AND OTHER H IGH VOLUME CJz DKV "SUBGRADE" 34 ADDED °CANOPY COLUMN PLACEMENT DETAIL" (DETAIL "V° I AND P A V I N G UTAH S "SUBBASE" HEAVY LOAD TRAFFIC AREAS 21 94 21 94 COMPACTED CLEAN, DRY X15 COMPACTED CRUSHED LIMESTONE 35 REV. AIR SERVICE DEraILS 3-11-94 3-11-94 3-11-9 ALR EARTH MATERIAL — GEOTEXT I LE FABR [ C ( I F SPECIFIED ) 36 CHANGED AIR SERVICE MODELS IN DETAILS "C" d "E" 1 RA-95 2-1-95 2 2 -9! 8 OZ. NON - WOVEN, NEEDLE PUNCHED, 37 REMOVED DETAIL "K" ADDED 25FT. POLE DETAIL TO DETAIL "J" MJB RAM DKV AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL 10-17-95 10-19-95 10-19-' 38 ADDED •.•� NOTES TO AREA LIGHT POLE FOUNDATION DETAIL 11 8895 "SUBGRADE" COMPACTED CLEAN, DRY EARTH MATERIAL ASPHALTIC CONCRETE PAVEMENT 11 94 HAR -2-95 ALR SCALE FOUNDATION SIZE IF ILE N0. STD STATE 30 FT. POLE CHKR 25 FT. POLE BUD. YR. 14 FT. POLE SOUTH FL 1 ** DIA X 7'-0" RVWR 18 DIA X 6'-6" DWG. N0. 18 DIA X 4'-6" FL, NC, SC 18 " ** DIA X 6' -6" 18" DIA X 6' -0" -_ AL, MS 18 " ** DIA X 5' -6" 18" DIA X ALL OTHERS 18 " ** DIA X 4' -6" 18" DIA �O"' 8" DIA X 4' -0° CENTERING CONE TO FIT POLE I.D. F * CONTACT LIGHT POLE SUPPLIER FOR INFORMATION WITH REGARDS TO 30' POLE. DO NOT FORM STEEL BOTTOM PLATE 114 BELOW GRADE E STEEL SUPPORT PLATE 1/4" ** MINIMUM DIMENSION. IT MAY BE NECESSARY TO INCREASE WIDTH OF FOUNDATION 3/4" DIA. STEEL GROUND SPIKE DUE TO SUPPLIED BASE PLATE AND ANCHOR BOLT SIZE. FLAG POLE BASE DETAIL AREA LIGHT POLE FOUNDATION DETAIL I DETAIL J _ Marathon ,486 • :� ���� «- ._ i = �D . STA ALTERNATE #1 - FUL'I- DEPTH ALTERNATE 42 - GRANULAR BASE OilCompany - �� w MA RAT H 0 N 4�s fro, �� ' Findlay, Ohio 4584G WEARING SURFACE WEARING SURFACE 1 1/2" COMPACTED ASPH. CONC. 1 1/2" COMPACTED ASPH. CONC. SPECIAL STRENGTH INpMphm "BASE" "BASE" PAVEMENT NO. REVISIONS DRFTR CHKR D NR VWR F[LMD 10 1/2" COMPACTED ASPH. CONC. 4 1/2" COMPACTED ASPH. CONC. TERMINALS TRUCK STOPS, 33 AMOCO FABRIC PIN FROM 4557 TO 4553 JPN DKV YARD EQUIPMENT INSTALLATION � 5 -12 -92 5 -13-92 AND OTHER H IGH VOLUME CJz DKV "SUBGRADE" 34 ADDED °CANOPY COLUMN PLACEMENT DETAIL" (DETAIL "V° I AND P A V I N G UTAH S "SUBBASE" HEAVY LOAD TRAFFIC AREAS 21 94 21 94 COMPACTED CLEAN, DRY X15 COMPACTED CRUSHED LIMESTONE 35 REV. AIR SERVICE DEraILS 3-11-94 3-11-94 3-11-9 ALR EARTH MATERIAL — GEOTEXT I LE FABR [ C ( I F SPECIFIED ) 36 CHANGED AIR SERVICE MODELS IN DETAILS "C" d "E" 1 RA-95 2-1-95 2 2 -9! 8 OZ. NON - WOVEN, NEEDLE PUNCHED, 37 REMOVED DETAIL "K" ADDED 25FT. POLE DETAIL TO DETAIL "J" MJB RAM DKV AMOCO 4553, PHILLIPS SUPAC 8NP OR APPROVED EQUAL 10-17-95 10-19-95 10-19-' 38 ADDED •.•� NOTES TO AREA LIGHT POLE FOUNDATION DETAIL 11 8895 "SUBGRADE" COMPACTED CLEAN, DRY EARTH MATERIAL ASPHALTIC CONCRETE PAVEMENT 11 94 HAR -2-95 ALR SCALE NONE DATE IF ILE N0. STD DRFTR J.A. STEWART 3 -3 -81 CHKR BUD. YR. DGNR J.G.CAMERON 4 -11 -89 RVWR ARCHIE RHODES 4 -11 -89 DWG. N0. 12 FILMD