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site plan1 inch = 20 ft.( IN FEET )GRAPHIC SCALE020204080101A234567BCDEFDEMOLITIONCS1& SITE PLANSUPERCENTER#05841-228GallowayUS.com 1755 Telstar Drive, Suite 107 Colorado Springs, CO 80920 719.900.7220SUPERCENTER#05841-228SUPERCENTER#05841-228Know what's before you dig.05/10/2021 1 inch = 10 ft.( IN FEET )GRAPHIC SCALE01010204051A234BCHORIZONTALCS2CONTROLPLANSUPERCENTER#05841-228GallowayUS.com 1755 Telstar Drive, Suite 107 Colorado Springs, CO 80920 719.900.7220SUPERCENTER#05841-228Know what's before you dig.05/10/2021 1 inch = 10 ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 405 GRADING PLAN CS3 1 A 2 3 4 B C GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.7220SUPERCENTER #05841-228 Know what's before you dig. 05/10/2021 1 inch = 10 ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 405 1 A 2 3 4 5 6 7 B C D E F EROSION & SEDIMENT CONTROL PLAN CS4GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.7220SUPERCENTER #05841-228 SOURCE BOX Know what's before you dig. 05/10/2021 1 inch = 60 ft. ( IN FEET ) GRAPHIC SCALE 060 60 120 24030 SITE SIGNAGE PLAN CS5 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 B C D E F G H I J K L M N O P Q SUPERCENTER #05841-228 GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.72201 2 3 4 5 6 7 8 9 05/10/2021 SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. Logo Signs (Small) 18" x 8" Call In Sign 18" x 8" Logo Signs (Large) 36" x 18" Directional Signs (Left / Straight / Right) 18" x 24" Also Pickup Hours sign size 1.00 SF 1.00 SF 3.00 SF Parking Stall Placard Stall Designation Signs 18" x 18"2.25 SF FINISH LEGEND P76 WALMART BLUE SW#076 P5E SAFETY YELLOW 6"8" TYP.7'-4"2'-0" TYP. FACE OF CURB PICKUP PARKING SIGNAGE. WALMART FURNISHED, CONTRACTOR INSTALLED. CENTER SIGN IN PARKING STALL MOUNTED ON SIGN POST.19'-0"12'-0" TYP 2'-0" TYP 10'-0" TYP 4" TYP MATCH COLOR OF EXISTING STRIPING IN PARKING LOT STALLS IN PARKING LOT (ONLY YELLOW OR WHITE)3'-0" CLEARMINREF SITE PLAN BASE DETAILS SEE REMOVABLE SQUARE TUBE POST 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT NUT LOCATIONS ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. ALIGN TO TOP BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 1ă-0"2ă-6"1ă - 6" BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR 3ă-0"6ă-2"1ă-0"1ă - 6" 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT 3ă-0"6ă-2"BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE FRONT VIEW SIDE VIEW 2ă-3"6ă-2"ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. ALIGN TO TOP BOLT LOCATIONS FOR LEVEL SIGN MOUNTING 3500 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE 2ă-3"6ă-2"SIDE VIEWFRONT VIEW SEE REMOVABLE SQUARE TUBE POST 1ă-0"1ă - 6"1ă - 6" USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED "K" SIGN HOSE CLAMP P5E SITE DETAILS CS6 NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4'-0"20'4'-0" MIN. 4'-0" MIN. 4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"4'-0" MIN.8"4'-0"4'-0"4'-0"N.T.S.32'-6" PAINTED TO MATCH EXISTING STALL STRIPING COLOR GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.7220FACE OF CURB PICKUP PARKING SIGNAGE. WALMART FURNISHED, CONTRACTOR INSTALLED. CENTER SIGN IN PARKING STALL MOUNTED ON SIGN POST ALONG.19'-0"12'-0" TYP 2'-0" TYP 10'-0" TYP 4" TYP MATCH COLOR OF EXISTING STRIPING IN PARKING LOT STALLS IN PARKING LOT (ONLY YELLOW OR WHITE) CENTERLINE STRIPING. REF SITE PLAN BASE DETAILS 05/10/2021 P.C.CONC. 12" 12" P.C. NON-REINF. CONC. T/2 BUT NOT LESS THAN 1/4" T 1'-6" (TYP)1'-6"1'-6"6"6" MIN.EQEQPAVEMENTTHICKNESS(SEE PLAN)EQEQPAVEMENTTHICKNESS(SEE PLAN)1/8"T/2 BUT NOT LESS THAN 1/4" 1/8" FIRST SAWCUT 1/4" SECOND SAWCUT (IF REQUIRED) ’ T PAVEMENT DETAILS CS7GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.7220PAVED AREA CONCRETE CURB 8.33% MAX. SEE NOTE 1 TOP OF RAMP 4" 4" AGGREGATE BASE COURSE COMPACTED TO 90% STD. PROCTOR (TYP.) 2% MAX. ROUNDED LANDING AREA 5' MIN. SEE NOTE 1 4'SIDEWALK CONCRETE CURB CROSSWALK STRIPING(IF SHOWN ON PLANS)SEE SITE PLAN FOR05/10/2021 UTILITY DETAILS CS8GallowayUS.com1755 Telstar Drive, Suite 107Colorado Springs, CO 80920719.900.7220NOT FOR CONSTRUCTION GENERAL NOTES NOT TO SCALE INSERTA TEE INSTALLATION DETAIL CONNECTION TO RCP USE INSERTA TEE TO MAKE SLOPE FROM BUILDING PVC ROOF DRAINS ROOF DRAIN CONNECTION TO RCP STORM SEWER WITH ELEVATION OF STORM MAIN DISTANCE OF 45° TO TIE IN VARIES VARIES - SEE PLAN AND STORM SEWER MAIN (SIZE PROFILE SHEETS FOR DETAILS INSERTA TEE INSTALLATION INSTRUCTIONS U.S PAT No. 4365829 CANADIAN PAT. No. 1171114 USE HOLE SAW CORE BITS FOR PVC, RIBBED AND POLYETHYLENE PIPE. USE DIAMOND CORE BITS FOR CONCRETE, CLAY, D.I. AND FIBERGLASS PIPE. TOOLS REQUIRED: 1. HAND HELD DRILL WITH HOLE SAWS RECOMMENDED FOR 4" 6" & 8" INSERTA TEEs. TIE DOWN CORING MACHINE RECOMMEND FOR 10" & 12" INSERTA TEEs. AND ALL DIAMOND BITES. 2. BITS INSERTA TEE SIZE BITE (HOLE) DIAMETER 4" (100mm). . . . . . . . . . .4 1/2" (112.5mm) 6" (150mm). . . . . . . . . . .6 1/2" (162.5mm) 8" (200mm). . . . . . . . . . .8 3/4" (218.8mm) 10" (250mm). . . . . . . . . .10 7/8" (271.9mm) 12" (100mm). . . . . . . . . .12 7/8" (321.9mm) 3. 6 lb. (2.7kg) HAMMER AND 2" (50mm) x 4" (100mm) BOARD 4. 16 oz. BOTTLE OF INSERTA TEE SOLUTION SUPPLIED WITH ORDER. INSERTA TEE INSTALLATION PROCEDURE 1. CORE THE PROPER SIZE HOLE. SEE BIT DIAMETERS LISTED ABOVE 2. INSERT THE RUBBER SLEEVE INTO THE CORE HOLE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE FACING TO THE SIDE OF THE MAINLINE. THE UPPER SEGMENT SHOULD BE ON TOP OF THE WALL OR RIB AND THE LOWER SEGMENT (PVC, RIBBED, & POLYETHYLENE PIPE ONLY) SHOULD BE ON THE INSIDE OF THE PIPE. 3. APPLY THE INSERTA TEE SOLUTION SUPPLIED TO THE INSIDE OF THE RUBBER SLEEVE AND TO THE OUTSIDE OF THE PVC HUB ADAPTER. CAUTION! DO NOT USE AN OIL BASED LUBRICANT! 4. PLACE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE. MAKE SURE THAT THE RED VERTICAL LINE ON THE PVC HUB ADAPTER IS IN LINE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE. 5. PLACE THE 2x4 BOARD ONTO THE TOP OF PVC HUB ADAPTER. 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ADAPTER IS A DEPTH MARK. THIS TELLS THE INSTALLER JUST HOW FAR TO DRIVE THE ADAPTER INTO THE RUBBER SLEEVE. DRIVE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE TO WHERE THE HORIZONTAL RED LINE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE RUBBER SLEEVE. 7. PLACE THE STAINLESS BAND AROUND THE TOP OF THE RUBBER SLEEVE AND TIGHTEN DOWN. 8. INSTALL SIDE SERVICE PIPE IN NORMAL MANNER. INSERTA TEE CONCRETE / CLAY TAP SIZE MAIN LINE DIAMETER 4" (100mm) 6" (150mm) 8" (200mm) 10" (250mm) 12" (300mm) SUFFIX CC 46CC6" (150mm) 48CC8" (200mm)68CC 410CC10" (250mm)610CC 810CC 412CC12" (300mm)612CC 812CC 1012CC 415CC15" (375mm)615CC 815CC 1015CC 1215CC 418CC18" (450mm)618CC 818CC 1018CC 1218CC 421CC21" (525mm)621CC 821CC 1021CC 1221CC 424CC24" (600mm)624CC 824CC 1024CC 1224CC 427CC27" (675mm)627CC 827CC 1027CC 1227CC 430CC30" (750mm)630CC 830CC 1030CC 1230CC 436CC36" (900mm)636CC 836CC 1036CC 1236CC 442CC42" (1050mm)642CC 842CC 1042CC 1242CC 448CC48" (1200mm)648CC 848CC 1048CC 1248CC 454CC54" (1350mm)654CC 854CC 1048CC 1248CC 460CC60" (1500mm)660CC 860CC 1060CC 1260CC 472CC72" (1500mm)672CC 872CC 1072CC 1272CC ANGLE MAY BE LESS ON INSERTA TEE'S INSTALLED ON MAIN STORM SEWER BEHIND BUILDING 05/10/2021 WALMART SUPERCENTER #05841-228 CONTRACTOR SHALL REFER TO SHEET SECP-1 FOR ADDITIONAL IMPROVEMENT DETAILS AT BFR CONTRACTOR SHALL REFER TO SHEET SECP-2 & PICKUP AND EXPANSION PLANS FOR ADDITIONAL IMPROVEMENT DETAILS IN PICKUP AREA STOP SIGNS AND MARKINGS PLAN 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 B C D E F G H I J K L M N SITE AND DEMOLITION LEGEND REFERENCE DETAIL SHEET 1 inch = 50 ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 20025 SSM-1 NOTES TO CONTRACTOR 1.BFR (BUILDING FRONTAGE ROAD) OCR (OUTER CIRCULATION ROAD) 2.CONTRACTOR SHALL INSTALL 'NEW' STOP BARS, SIGNS, AND TEXT TO MATCH CURRENT DETAILS AT THE LOCATIONS SHOWN ON THESE PLANS. 3. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST. IMAGE SOURCE: GOOGLE EARTH IMAGE DATE: 09/12/2019 DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.888405/10/2021 DEMOLITION AND SITE CONSTRUCTION PLAN NOTES TO CONTRACTOR: 1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE. 2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL. 3.ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT ALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BE REMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOP BARS/TEXT THAT ARE NOT CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN. 4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH BOLLARD. SITE AND DEMOLITION LEGEND REFERENCE DETAIL SHEET 1 A 2 3 4 5 6 7 8 9 10 11 B C D E F G H I 1 inch = 30 ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 12015 SECP-1 DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.888405/10/2021 DEMOLITION AND SITE CONSTRUCTION PLAN NOTES TO CONTRACTOR: 1.REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE. 2.PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL. 3.ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT ALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BE REMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOP BARS/TEXT THAT ARE NOT CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED IN A SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN. 4.ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH BOLLARD. SITE AND DEMOLITION LEGEND REFERENCE DETAIL SHEET 1 A 2 3 4 5 6 7 8 9 10 11 B C D E F G H I 1 inch = 30 ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 12015 SECP-2 DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.888405/10/2021 SECP AND STOP SIGNS AND MARKINGS DETAIL SHEETWHITE LEGEND RED BACKGROUNDR1-1N.T.S.NOTES:1.36" STOP SIGNSHALL BEMOUNTED ONDOUBLE POSTWITH BREAKAWAY POST.2.SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.36"X36" STOP SIGNAT HIGHWAY/STREET INTERSECTIONS36"WHITE LEGEND RED BACKGROUNDR1-1N.T.S.30"X30" STOP SIGNWITHIN PARKING LOTNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"N.T.S.NOTES:1.ARROWS SHALL BE APPLIED INACCORDANCE WITH SECTION 3B.20OF THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES FORSTREETS AND HIGHWAYS.2.OPEN ARROWS SHALL CONSIST OFA 4" PERIMETER STRIPE.AS INDICATED ON PLANSPAINTED "WHITE"OPEN ARROW MARKINGSOPEN ARROW PAVEMENT MARKINGS(MODIFIED)1'-0"6'-4"4"STOP SIGN LOCATION WHERE STOP BAR ANDTEXT CONFILTS WITH CROSSWALK MARKINGS30"X30" STOPSIGN4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)R1-5b "STOP HERE FORPEDESTRIANS" SIGNEDGE OF INTERSECTING TRAVEL WAYEXISTINGRAMP (TYP.)EXISTING SIDEWALK(TYP.)EXISTING LANDSCAPEISLAND (TYP.)EXISTING CROSSWALKBFR (BUILDING FRONTAGE ROAD)INGRESS FROM / EGRESS TO PUBLIC ROADPUBLIC ROADSIGN LOCATION WHEN STOP CONDITION AT BFR WITH CROSSWALK ON PARKING LOT SIDESIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG BFR WITH CROSSWALKN.T.S.36"X36" STOP SIGN OR "R1-5b"STOP HERE FOR PEDESTRIANSIGN AS APPROPRIATE6'-0" MIN.4'-0" MIN.VARIES DEPENDING ONCURB RADIUS (TYP.)EXISTINGCROSSWALK (TYP.)30"X30" STOPSIGNR1-5b "STOP HERE FORPEDESTRIANS" SIGN20'4" WIDE DOUBLESOLID YELLOW STRIPE20'4" WIDE DOUBLESOLID YELLOW STRIPESOLID ARROW PAVEMENT MARKINGSN.T.S.NOTES:1.WORDS AND ARROWS SHALL BEAPPLIED IN ACCORDANCE WITHSECTION 3B.20 OF THE MANUALON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS ANDHIGHWAYS.2.THESE WORDS ARE TO BE PAINTED"RETROREFLECTIVE WHITE WITHGLASS BEADS", PERSPECIFICATIONS, WHEN AT EXITSFROM PARKING LOT TO PUBLICSTREETS.SOLID ARROW MARKINGS1'-4"8'-0"1'-4"1'-4"1'-4"4"4"4"8'-0"6'-0"10'-0" 8'-0"6'-0"7'-3"AS INDICATED ON PLANSAS INDICATED ON PLANS"ONLY" PAVEMENT MARKINGPAINTED "RETROREFLECTIVE WHITE"13'-0"WHITE LEGEND RED BACKGROUNDR1-3PN.T.S.6"18""ALL WAY" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4PN.T.S.18"24""CROSS TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4AN.T.S.18"24""LEFT/RIGHT TRAFFIC" PLAQUE18"24"NOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.BLACK LEGEND YELLOW BACKGROUNDW4-4BN.T.S.18"24""ONCOMING TRAFFIC" PLAQUENOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.(SEE DIRECTIONINDICATED ATSYMBOL)6" WHITE STRIPES24" O.C. (TYP.)8" WHITE STRIPE(TYP. EACH SIDE)MATCH EXISTINGMATCH EXISTING NOTES:1.MARKINGS FOR STREET SHALL BE ACCORDING TO LOCALCODE REQUIREMENTS AND AS OUTLINED IN SECTION3B.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES FOR STREETS AND HIGHWAYS.2.MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PERTHIS DETAIL.3.THESE MARKINGS ARE TO BE PAINTED RETROREFLECTIVEWHITE.W/ LONGITUDINAL STRIPESN.T.S.CROSSWALK MARKING(MODIFIED)SINGLE POST WITH BOLLARDSIGN LOCATIONS - 60° PARKINGPAINTED ENDCAP - 60°SIGN LOCATIONS - 90° PARKINGPAINTED ENDCAP - 90°SQUARE TUBE BREAK AWAY POSTPLAN VIEWPARTIAL ELEVATIONSURFACESINGLE POST WITH BREAK AWAY POSTSIGN LOCATIONS - 60° PARKINGCURBED ISLAND - 60°SIGN LOCATIONS - 90° PARKINGCURBED ISLAND - 90°N.T.S.SIGN MOUNTING AND BASEORORNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNOTE:ALL SIGNS LOCATED ON THEBUILDING SIDE OF THE BFRARE TO BE INSTALLED ON ASINGLE POST WITH BOLLARD.NOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.NOTES FOR SINGLE POST WITHBOLLARD:1.ALL SIGNS SHALL COMPLY WITHU.S. DEPARTMENT OFTRANSPORTATION, FEDERALHIGHWAY ADMINISTRATION'S"MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES",LOCAL CODES AND ASSPECIFIED. MOUNT SIGNS TOPOST IN ACCORDANCE WITHMANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTMA1011 GRADE 50.POST TUBE GALVANIZED AS PERASTM A653 GRADE 90.EDGE OF TRAVEL WAY PAVED SURFACENOTES FOR SINGLE POST WITH BREAK AWAY POST:1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OFTRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OFUNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS.2.GALVANIZED SQUARE TUBEPOST TUBES - 2"X2" 12gaPOST TUBE SHALL MEET ASTM A1011 GRADE 50.POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.ANCHOR TUBE - 2-1/4"x2-1/4" 12gaHEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B.STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PERASTM A123.THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE AMINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEPWITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE.18"Ø4'-0"4'-0"3'-0" 7'-0" (MIN.)GALVANIZEDSQUARE TUBEUSE 4" SCH. 40 STEEL PIPE FILLEDW/ CONCRETE WITH TOP ROUNDEDAND PAINTED TRAFFIC YELLOWSLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASEEDGE OF TRAVEL WAY 4'-0"7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST12"Ø27"GROUND SURFACE3" MIN. - 4" MAX.5/16" GR. 5SERRATEDFLANGED NUT5/16" GR. 5FLANGED BOLT4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS 4'-0"NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)4'-0" VARIES DEPENDING ON CURB RADIUS LAYOUT PER STRIPINGDETAIL/SITE PLANLAYOUT PER STRIPINGDETAIL/SITE PLAN30" "STOP" SIGN MOUNTEDTO POST WITH BREAKAWAY POST36" "STOP" SIGN SHALL BEINSTALLED ON POST WITHBOLLARD30" "STOP" SIGNMOUNTED TO POSTWITH BREAK AWAYPOST36" "STOP" SIGNSHALL BE INSTALLEDON POST WITHBOLLARD"STOP FOR PEDESTRIAN" SIGNON POST (ALL SIGNS EQUAL TOOR GREATER THAN 36" INWIDTH SHALL BE MOUNTED ONPOST WITH BOLLARD)"STOP FOR PEDESTRIAN" SIGN ON POST(ALL SIGNS EQUAL TO OR GREATERTHAN 36" IN WIDTH SHALL BEMOUNTED ON POST WITH BOLLARD)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)NEVER LESS THAN 9'(UNLESS STOP SIGN IS USED)LAYOUT PER STRIPINGDETAIL/SITE PLANLAYOUT PER STRIPINGDETAIL/SITE PLAN4'-0"4'-0""STOP" SIGN ONLY - ONPOST WITH BOLLARD4'-0"4'-0" 4'-0" 4'-0""STOP FOR PEDESTRIAN" SIGNON POST WITH BOLLARD"STOP FOR PEDESTRIAN" SIGNON POST WITH BOLLARD"STOP" SIGNONLY - ON POSTWITH BOLLARDNOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"NO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSNO SIGNS SHALL BELOCATED WITHINSHADED AREASSHOWN IN DETAILSDOUBLE POST WITH BREAK AWAY POSTSGROUND SURFACEEDGE OF TRAVEL WAY 6'-0"GALVANIZEDSQUARE TUBESLOPE TOPOF CONCRETE3500 P.S.I. P.C.CONCRETE BASESEE BREAK AWAYTUBE POST7'-0" (MIN.)NOTE:THE MIN. HEIGHT OFTHE BOTTOM OF THELOWEST SIGN SHALLBE 7'-0"12"Ø27"24" 0.C.GROUND36" STOP SIGNN.T.S.STOP FOR PEDESTRIANSLEGEND, BORDER- BLACKBACKGROUND- WHITE (RETROREFLECTIVE)STOP SYMBOL- RED (RETROREFLECTIVE)R1-5bNOTE:SIGNS SHALLHAVE DIAMONDGRADE, ASTMTYPE XI,SHEETING.30"30"VAN VAN(APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS)(MODIFIED)NOTES:1.REFERENCE EACH VESTIBULE ON THE SITE PLAN FOR FINAL LAYOUT,DIMENSIONS AND SIGN LOCATION.2.SEE INSETS "A", "B" AND "C" FOR SIGN LOCATION FOR EACH OF THE THREEOPTIONS.3.ONLY RELOCATE SIGN POST IF OFFSET MORE THAN 9' FROM LEADING EDGEOF CROSSWALK (EITHER SIDE IN EITHER DIRECTION) ALONG FRONT DRIVE.CROSSWALK OFF-SET FROM CENTER OF VESTIBULEINSET "A""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK LANDSBETWEEN DRIVE AISLE AND ACCESSIBLE PATH.INSET "B""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK ISALIGNED WITH EDGE OF ACCESSIBLE PATH.CROSSWALK CENTERED ON VESTIBULECROSSWALK OFF-SET FROM CENTER OF VESTIBULECROSSWALK CENTERED ON VESTIBULEEDGE OFDRIVE AISLE"STOP FORPEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADING EDGEOF CROSSWALK OR 9' FROM EDGE OFDRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN- SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK OR 9' FROM EDGEOF DRIVE ISLE).SEE INSET "C""STOP FOR PEDESTRIANS"SIGN - SEE NOTE 3 BELOW(IF RELOCATION ISREQUIRED, PAIR WITHLEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "B""STOP FOR PEDESTRIANS" SIGN -SEE NOTE 3 BELOW (IFRELOCATION IS REQUIRED, PAIRWITH LEADING EDGE OFCROSSWALK)"STOP FOR PEDESTRIANS" SIGN - SEENOTE 3 BELOW (IF RELOCATION ISREQUIRED, PAIR WITH LEADINGEDGE OF CROSSWALK OR 9' FROMEDGE OF DRIVE ISLE).SEE INSET "A"8" WHITE STRIPETRANSVERSE LINE INPARKING AISLE (OK,THIS SIDE ONLY)8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE6" WHITESTRIPES 24"O.C.8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE6" WHITE STRIPES24" O.C.8" WHITE STRIPE8" WHITE STRIPE8" WHITE STRIPEINSET "C""STOP HERE FOR PEDESTRIAN" SIGN LOCATIONWHEN LEADING EDGE OF CROSSWALK LANDSBEFORE OR WITHIN DRIVE AISLE.NO SIGN WITHIN4'X9' AREACROSSWALKLEADING EDGENO SIGN WITHIN4'X9' AREANO SIGNWITHIN4'X9' AREANO SIGNS WITHIN4'X9' AREANO SIGN WITHIN4'X9' AREANO SIGN WITHIN4'X9' AREANO SIGNWITHIN4'X9' AREANO STOP SIGNSWITHIN 4'OFFSET FROMDRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLENO STOP SIGNS WITHIN 4'OFFSET FROM DRIVE AISLECROSSWALKLEADING EDGENO SIGN WITHIN4'X9' AREACROSSWALKLEADING EDGENO STOP SIGNSWITHIN 4' OFFSETFROM DRIVE AISLESEE ADDITIONALNOTE "B" BELOWADDITIONAL NOTES FOR INSET "C":A.IF CROSSWALK LEADING EDGE IS LESS THANHALF WAY ACROSS THE DRIVE AISLE, THECROSSWALK SIGN WILL LAG THE LEADING EDGE.B.IF CROSSWALK LEADING EDGE IS BEYOND HALFWAY ACROSS THE DRIVE AISLE, THE CROSSWALKSIGN WILL LEAD THE LEADING EDGE.SEE ADDITIONALNOTE "A" BELOWSIGN LOCATION AND VESTIBULE CROSSWALK STRIPINGNOTE:SIGNS SHALL HAVEDIAMOND GRADE, ASTMTYPE XI, SHEETING.AT CROSSWALKSAT INTERSECTIONSAT INTERSECTIONSAT INTERSECTIONSAT CROSSWALKSPAINTEDTRAFFIC WHITEN.T.S.OGP CROSSWALK MARKINGOGP CROSSWALK MARKING(SEE DETAIL)6" BOLLARD WITH PEDESTRIANCROSSWALK SIGNAGE TOMATCH EXISTING6" BOLLARD (SEEDETAIL)6" BOLLARDS WITH DIRECTIONALSIGNAGE TO MATCH EXISTING6" DIAGONAL PAINTEDSTRIPING AT 5'-0" O.C.PERIMETER STRIPING 8"EXISTING DRIVEWAYN.T.S.CHANNELIZATION AT OGP DOORSECP/SSMDETAILSDRAWNCHECKEDDATESCALEJOB No.SHEETSUPERCENTER #05841-228 5001 N TEN MILE RD MERIDIAN, ADA COUNTY, IDAHO WAL-MART STORES, INC. BENTONVILLE, ARJSBRCJ05/10/21AS NOTEDLKA005841.20GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.888405/10/2021 SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET SECP/SSMDETAILS 03/16/20 NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY 4'-0"STOP BAR STOP SIGN (TYP.) 36"X36" AT HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING LOT 20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 4'-0" MIN. 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS THE ENTIRE WIDTH OF DRIVE AISLE 4'-0" MIN. 4'-0" MIN.4'-0"4'-0" MIN.4'-0"4'-0"STOP SIGN STOP SIGN STOP SIGN STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0" MIN.8"4'-0"4'-0"4'-0"NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE AT 90° WITHOUT STOP SIGN (AS SHOWN ON PLANS) SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"4'-0"STOP BAR 20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS THE ENTIRE WIDTH OF DRIVE AISLE 03/16/20 STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE EDGE OF CROSSWALK OR INTERSECTING TRAVEL WAY STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0"4'-0"4'-0"8" 03/16/20 NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"E D G E O F C R O S S W A L K O R I N T E R S E C T I N G T R A V E L W A Y4'-0"STOP BAR STOP SIGN (TYP.) 36"X36" AT HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING LOT20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 4'-0" MIN. 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE 4'-0" MIN. 4'-0" MIN.4'-0"4'-0" MIN. STOP SIGN STOP SIGN STOP SIGN STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0" MIN.8"4'-0"4'-0"STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0"4'-0"STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0"03/16/20 NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. N.T.S. SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12"E D G E O F C R O S S W A L K O R I N T E R S E C T I N G T R A V E L W A Y4'-0"STOP BAR 20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE60° PARKING - TWO-WAY DRIVE AISLE CENTERLINE OF TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 8"4'-0"STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0"STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4'-0"STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT 90° WITHOUT STOP SIGN (AS SHOWN ON PLANS) N.T.S. 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) 4'-0" MIN. STOP SIGN 4 ' - 0 " 4'-0" MIN. STOP SIGN 4 ' - 0 " 4'-0" MIN. STOP SIGN 4 ' - 0 " NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12" EDGE O F C R O S S W A L K O R I N T E R S E C TI N G T R A V E L W A Y 4' -0 " STOP BAR 20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) CENTERLINE OF TWO-WAY DRIVE AISLE 8" 03/16/20 STOP SIGN (TYP.) 36"X36" AT HIGHWAY/STREET INTERSECTIONS 30"X30" WITHIN PARKING LOT 4' -0" M IN . 4'-0" MIN. N.T.S. STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT 90° WITHOUT STOP SIGN (AS SHOWN ON PLANS) 90° PARKING 60° PARKING - ONE-WAY DRIVE AISLE 60° PARKING - TWO-WAY DRIVE AISLE TEXT CENTERED ON DRIVE AISLE STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " STOP BAR EXTENDS TO THE CENTERLINE OF THE DRIVE AISLE 4 ' - 0 " NOTE: 1.WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 AND 3B.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2.THESE WORDS AND BAR ARE TO BE PAINTED "WHITE" WHEN IN PARKING LOT AND "RETROREFLECTIVE WHITE WITH GLASS BEADS", PER SPECIFICATIONS, WHEN AT EXITS FROM PARKING LOT TO PUBLIC STREETS. 03/16/20 SEE PLAN 4" STROKE WIDTH 4" (TYP.) 4" 4"8'-0"1'-4"1'-4"1'-4"1'-4"1'-4"12" EDGE O F C R O S S W A L K O R I N T E R S E C TI N G T R A V E L W A Y 4' -0 " STOP BAR 20'4" WIDE DOUBLE SOLID YELLOW STRIPE (AS SHOWN ON PLANS) CENTERLINE OF TWO-WAY DRIVE AISLE 8" DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.888405/10/2021 CSS-1SPECIFICATIONS SHEET TRAFFIC SIGNS AND SIGNALS SPECIFICATION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Traffic control signs. B.Related Requirements: 1.Section 09900 - Painting. Painting for painted posts where shown on the Drawings. 1.2 REFERENCES A.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only. B.ASTM International (ASTM): 1.ASTM A53 - Pipe, Steel, Black and Hot_Dipped, Zinc_Coated Welded and Seamless. 2.ASTM C94 - Ready Mix Concrete 3.ASTM D4956 - Retroreflective Sheeting for Traffic Control. C.US Department of Transportation, Federal Highway Administration: 1.Manual on Uniform Traffic Control Devices (MUTCD). PART 2 - PRODUCTS 2.1 SIGNS A.Conform to US Department of Transportation MUTCD. Sign classification, type, size, and color shall be as shown on the drawings B.Retroreflectivity: Microprismatic type, diamond grade reflective sheeting conforming to ASTM D 4956, Type XI. 2.2 POSTS A.Square Post: Square tubular steel sign post, galvanized, 12 ga, perforated full-length with 7/16 inch holes on four sides. Post size shall be as shown on the Drawings. B.Steel Pipe: ASTM A 53, Type E (electric-resistance welded) or Type S (seamless), Grade B, Schedule 40, size as shown on the Drawings. 2.3 CONCRETE A.Mix concrete and deliver in accordance with ASTM C 94. B.Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture, air_entraining admixture, and water to produce following: 1.Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings. 2.Slump Range: 1 to 3-inches at time of placement 3.Air Entrainment: 5 to 8 percent PART 3 - EXECUTION 3.1 PREPARATION A.Field verify underground utilities prior to sign installation. Primary utilities of concern of shallow depths are lawn sprinkler systems, electric, telephone, fiber optic, cable and gas. 3.2 INSTALLATION A.Install signs as shown on the Drawings and in accordance with MUTCD and manufacturer's instructions. B.Install signs of the type and at locations shown on the Drawings. C.Install posts of the type as shown on the drawing. D.Where shown as painted, field paint steel pipe posts in accordance with Section 09900. END OF SECTION SITE DEMOLITION SPECIFICATION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Demolition of structures, paving, and utilities. 2.Patching and filling voids created as a result of removals or demolition. 1.2 REGULATORY REQUIREMENTS A.Compliance with all laws, including Safety Laws, Environmental Laws, Stormwater Laws and Worker Verification Laws as well as requirements found within the Contract Documents and these Specifications, that pertain to Safety Compliance, Environmental Compliance, Stormwater Compliance and Worker Verification Compliance. Obtain required permits and licenses from appropriate authorities. Pay associated fees including disposal charges. B.Notify affected utility companies before starting work and comply with their requirements. C.Do not close or obstruct public or private roadways, sidewalks, or fire hydrants without appropriate permits or written authorization. D.If hazardous, contaminated materials or other environmental related conditions are discovered, stop work immediately and notify the Wal-Mart Construction Manager for action to be taken. Do not resume work until specifically authorized by the Construction Manager. 1.3 PROJECT CONDITIONS A.Conditions existing at time of inspection for bidding purposes will be maintained by Owner as reasonably practical. B.Unless otherwise indicated in Contract Documents or specified by the Owner, items of salvageable value to Contractor shall be removed from site and structures. Storage or sale of removed items on site will not be permitted and shall not interfere with other work specified. PART 2 - PRODUCTS 2.1 FILL MATERIALS A.Fill material shall be aggregate fill materials consisting of stone, gravel, or sand free from debris, trash, frozen materials, roots, and other organic matter. 2.2 CONCRETE A.Mix concrete and deliver in accordance with ASTM C 94. B.Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water_reducing admixture, air_entraining admixture, and water to produce following: 1.Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings. 2.Slump Range: 1 to 3-inches at time of placement 3.Air Entrainment: 5 to 8 percent PART 3 - EXECUTION 3.1 PREPARATION A.Provide, erect, and maintain erosion control devices, temporary barriers, and security devices at locations indicated on Construction Drawings. Provide a comprehensive construction phasing plan for this work to the store manager 7 days prior to starting any work. It is to provide for dates, times and duration of lane closures, temporary vehicle and pedestrian traffic control. B.Protect existing landscaping materials, appurtenances, and structures, which are not to be demolished. Repair damage to existing items to remain caused by demolition operations. C.Prevent movement or settlement of adjacent structures. Provide bracing and shoring as necessary. D.Mark location of utilities. Protect and maintain in safe and operable condition utilities that are to remain. Prevent interruption of existing utility service to occupied or used facilities, except when authorized in writing by authorities having jurisdiction. Provide temporary services during interruptions to existing utilities as acceptable to governing authorities and Owner. E.For work on operating Walmart sites, prior to any underground excavation, contractor is expected to obtain current and representative underground utility plans from Walmart for private utilities that are not located by others. This is specifically intended to provide approximate locations for Walmart private utilities including water, sewer, electrical, telephone and data services. F.Notify adjacent property owners of work that may affect their property, potential noise, utility outages, or other disruptions. Obtain written permission from adjacent property owners when demolition equipment will traverse, infringe upon, or limit access to their property. Coordinate notice with Owner. 3.2 GENERAL DEMOLITION REQUIREMENTS A.Conduct demolition to minimize interference with adjacent structures or pavements to remain. B.Cease operations immediately if adjacent structures appear to be in danger. Notify authority having jurisdiction. Do not resume operations until directed by authority. C.Conduct operations with minimum of interference to public or private access. Maintain ingress and egress at all times other than in specific areas where work is in progress. D.Sprinkle work with water to minimize dust. Provide hoses and water connections for this purpose. E.Comply with governing regulations pertaining to environmental protection. F.Clean adjacent structures and improvements of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing prior to start of work. 3.3 DEMOLITION A.Demolish site improvements designated to be removed as shown on the drawings. Site improvements shall include but not be limited to structures, foundations, pavements, curbs and gutters, drainage structures, utilities, signage or landscaping. B.Disconnect and cap or remove utilities to be abandoned as shown on the drawings. C.Fill or remove piping and appurtenances as shown. D.Demolish concrete and masonry in small sections. Break up concrete slabs_on_grade that are 2-feet or more below proposed subgrade to permit moisture drainage. Remove slabs-on-grade and below grade construction within 2-feet of proposed subgrade. 3.4 PATCHING A.Where improvements are removed from paved areas, pavements shall be sawcut in straight lines at the perimeter and patched. Damaged pavement adjacent to removed improvements shall also be removed and patched. B.Pavement patches shall be paved with minimum 6" concrete, broom finished and flush with adjacent grades. 3.5 FILLING VOIDS A.Completely fill below grade areas and voids resulting from demolition or removal of structures, etc., using aggregate fill materials consisting of stone, gravel, or sand free from debris, trash, frozen materials, roots, and other organic matter. B.Areas to be filled shall be free of standing water, frost, frozen or unsuitable material, trash, and debris prior to fill placement. C.Place fill materials in lifts not to exceed 6 inches loose measure and compacted to 95 percent of maximum laboratory density per ASTM D698 with moisture content of not less than 1 percent below and not more than 3 percent above optimum moisture content. D.Grade surface to match adjacent grades and to provide flow of surface drainage after fill placement and compaction. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A.Remove from site debris, rubbish, and other materials resulting from demolition operations. Leave areas of work in clean condition. B.No burning of any material, debris, or trash on_site or off_site will be allowed. C.Transport materials removed from demolished structures with appropriate vehicles and dispose off-site to areas that are approved for disposal by governing authorities and appropriate property owners. END OF SECTION PAVEMENT MARKINGS SPECIFICATION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Painting and marking of pavements, curbs, and guard posts (bollards).. 1.2 REFERENCES A.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only. B.American Association of State Highway and Transportation (AASHTO): 1.AASHTO M247 - Glass Beads Used in Traffic Paints 2.AASHTO M248 - Ready-Mixed White and Yellow Traffic Paints C.Master Painter's Institute (MPI): 1.MPI 32 - Traffic Marking Paint, Solvent Based. 2.MPI 97 - Traffic Marking Paint, Latex. D.ASTM International (ASTM): 1.ASTM D4414 - Standard Practice for Measurement of Wet Film Thickness by Notched Gauges. E.Federal Specifications (FS): 1.FS A-A-2886 - Paint, Traffic, Solvent Based (supersedes FS TT-P-85 and FS TT-P-115, Type I) 2.FS TT-B-1325 - Beads (Glass Spheres) Retro-Reflective 3.FS TT-P-1952 - Paint, Traffic And Airfield Marking, Waterborne 1.3 PROJECT CONDITIONS A.Maintain access for vehicular and pedestrian traffic as required for other construction activities. Utilize flagmen, barricades, warning signs, and warning lights as required. PART 2 - PRODUCTS 2.1 MATERIALS A.Paint shall be waterborne or solvent borne, colors as shown or specified herein. Pavement marking paints shall comply with applicable state and local laws enacted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions of the local Air Pollution Control District. B.Waterborne Paint: Paints shall conform to FS TT-P-1952 and have MPI 97 approval. C.Solvent Borne Paint: Paint shall conform to FS A-A-2886 or AASHTO M248 and have MPI 32 approval. Paint shall be non_bleeding, quick_drying, and alkyd petroleum base paint suitable for traffic_bearing surface and be mixed in accordance with manufacturer's instructions before application for colors White, Yellow, Blue, and Red. D.Glass Beads: AASHTO M 247, Type 1 or FS TT-B-1325, Type 1, Gradation A. PART 3 - EXECUTION 3.1 EXAMINATION A.Examine the work area and correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION A.Sweep and clean surface to eliminate loose material and dust. B.Where existing pavement markings are indicated on Construction Drawings to be removed or would interfere with adhesion of new paint, a motorized abrasive device or soda blasting shall be used to remove the markings. Equipment employed shall not damage existing paving or create surfaces hazardous to vehicle or pedestrian traffic. 3.3 CLEANING EXISTING PAVEMENT MARKINGS A.Remove existing pavement markings which are in good condition but interfere or conflict with the newly applied marking patterns and as noted on plans. Deteriorated or obscured markings that are not misleading or confusing or do not interfere with the adhesion of the new marking material do not require removal. Conduct grinding, soda blasting or other operations in such a manner that the finished pavement surface is not damaged or left in a pattern that is misleading or confusing. Use dust collection system when removing existing pavement markings. Comply with the requirements of Section 01351 Regulatory Compliance Supplement for management and disposal of hazardous wastes. 3.4 APPLICATION A.Apply two coats of same color of paint as specified below, at manufacturer's recommended rate, without addition of thinner, with maximum of 100 square feet per gallon or as required to provide a minimum wet film thickness of 15 mils and dry film thickness of 7 ½ mils per coat. Paint shall be applied for a total dry film thickness of 15 mils. Apply with mechanical equipment to produce uniform straight edges. At sidewalk curbs and crosswalks, use straightedge to ensure uniform, clean, and straight stripe. B.Install pavement markings according to manufacturer's recommended procedures for the specified material. C.Following items shall be painted with colors noted below: 1.Pedestrian Crosswalks: White 2.Exterior Sidewalk Curbs and Guard posts: Yellow 3.Exterior Light Pole Bases: Yellow (unless otherwise noted on Construction Detail). 4.Fire Lanes: Red or per local code. 5.Lane Striping where separating traffic moving in opposite directions: Yellow. 6.Lane Striping where separating traffic moving in the same direction: White. 7.ADA Symbols: Blue or per local code. 8.ADA parking space markings as shown on the drawings. 9.Parking Stall Striping: Yellow, unless otherwise noted on Construction Drawings. 10.Associate Parking Area: White, unless otherwise noted on Construction Drawings. D.Apply glass beads at pedestrian crosswalk striping and at lane striping and arrows at driveways connecting to public streets. Broadcast glass beads uniformly into wet markings at a rate of 6 lb/gal. 3.5 FIELD QUALITY CONTROL A.Field quality control shall be the responsibility of the Contractor. Field quality control testing and inspection shall be at the discretion of the Contractor as necessary to assure compliance with Contract requirements. 3.6 CLEANING A.Waste materials shall be removed at the end of each workday. Upon completion of the work, all containers and debris shall be removed from the site. Paint spots upon adjacent surfaces shall be carefully removed by approved procedures that will not damage the surfaces and the entire job left clean and acceptable. END OF SECTION SEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED. SMALL PROJECT SEAL COAT SPECIFICATION: IN GENERAL: ·CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THAN THESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE SEAL COATED CONSISTENT WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATION. APPROVED MATERIALS: 1)STAR PRODUCTS ·MICRO-PAVE PRO-BLEND WITH ADDED SAND ·SINGLE COAT 2)SEAL MASTER ·POLYMER MODIFIED MASTERSEAL WITH ADDED SAND ·SINGLE COAT 3)GEM SEAL BLACK DIAMOND XL ·WITH ADDED SAND ·SINGLE COAT MATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL TAR BASED SEAL COAT MATERIALS IN ANY FORM ARE PROHIBITED. DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. Willow Drive, Suite 320Greenwood Village, CO 80111303.770.888405/10/2021 CSS-2SPECIFICATIONS SHEET 2 SEAL COAT SPECIFICATION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.Seal coats using a polymer-modified asphalt emulsion blended with fine aggregate. B.Related Requirements: 1.Site Demolition Specification 2.Pavement Markings Specification 3.Traffic Signs and Signals Specification 1.2 REFERENCES A.The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by the basic designation only. B.ASTM International (ASTM) 1.ASTM C 136 - Method of Sieve Analysis of Fine and Coarse Aggregate 2.ASTM D 217 - Method for Cone Penetration of Lubricating Grease 3.ASTM D 244 - Test Methods for Emulsified Asphalts 4.ASTM D 562 - Method for Consistency of Paints Measuring Krebs Unit (KU) Viscosity Using a Stormer-Type Viscometer 5.ASTM D 977 - Emulsified Asphalt 6.ASTM D 2397 - Cationic Emulsified Asphalt 7.ASTM D 2042 - Method for solubility of Asphalt Materials in Trichloroethylene 8.ASTM D 3910 - Practice for Design, Testing, and Construction of Slurry Seal 9.ASTM D 6690 - Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements 1.3 ADMINISTRATIVE REQUIREMENTS A.Pre_installation Meeting: Convene a pre_installation meeting at the site at least two weeks prior to commencing work of this Section. Require attendance of parties directly affecting work of this Section, including, but not limited to, the store manager, Contractor, and job foreman. 1.Contact Wal_Mart Construction Manager three weeks prior to pre_installation conference to confirm schedule. 2.Record discussions of meeting and decisions, agreements reached, and furnish copy of record to each party attending. Review foreseeable methods and procedures related to paving work, including the following: a.Review preparation and installation procedures and coordinating and scheduling required with related work (including all required striping). b.Review proposed sources of materials. c.Tour, inspect, and discuss condition of existing pavement and other preparatory work such as patching and crack sealing. If crack sealing is needed (reference section 2.4.C below) or other areas of pavement distress are noted during tour, submit appropriate RFI to project team for review. d.Review requirements for protecting paving work, including restriction and redirection of traffic during installation and curing period. e.Review and finalize construction schedule and verify availability of materials, installer's personnel, equipment, traffic control devices, and facilities needed to make progress and avoid delays. f.Review paving requirements (drawings, specifications, and other contract documents). g.Review weather and forecasted weather conditions, and procedures for coping with unfavorable conditions. h.Review health and safety precautions relating to handling and placement of seal coat. 1.4 QUALITY ASSURANCE A.Contractor Qualifications: The seal coat applicator shall have not less than 3 years documented experience in the application of emulsion seal coats. 1.5 SITE CONDITIONS A.Weather Limitations: Apply seal coat only under the following weather conditions: 1.The atmospheric temperature is between 50 and 90 F and is expected to remain above 50 F for 24 hours. 2.Pavement temperature is above 55 F. 3.Surface is dry and no moisture is expected within 24 hours. 4.Weather and wind conditions are such that overspray is preventable and will allow proper curing and opening to traffic within a reasonable time. B.Maintain access for vehicular and pedestrian traffic as required by the Wal-Mart Store and Construction Manager. Utilize temporary striping, flagmen, barricades, warning signs, and warning lights as required. PART 2 - PRODUCTS 2.1 MATERIALS A.Aggregate: Aggregate shall be 100 percent passing the No. 16 (1.18 mm) sieve when tested in accordance with ASTM C 136. Aggregate shall consist of hard, washed, dry natural or manufactured particles free of dust, trash, clay, organic materials or other contaminants. B.Asphalt Emulsion: Comply with ASTM D977 or ASTM D2397 for SS-1h or CSS-1h. The penetration of the residue from the distillation test shall be 20 to 60. Clay stabilized emulsion, with a ph not greater than 7.0, and solids content not less than 45 percent may be used. The polymer material shall be milled or blended into the asphalt or emulsifier solution prior to the emulsification process. The minimum amount and type of polymer modifier shall be determined by the laboratory performing the mix design. C.Coal Tar: Coal tar emulsion or coal tar/asphalt emulsion shall not be used as a substitute for asphalt emulsion. D.Water: Water shall be potable and free of harmful soluble salts or reactive chemicals and any other contaminants and at least 50 F. E.Additives: Additives shall be included and approved as part of the mix design and be compatible with the other components of the mix. F.Crack Sealant: Crack sealant shall conform to ASTM D6690, Type II or higher and compatible with the specified seal coat emulsion. 2.2 COMPOSITION A.Composition. Seal coat shall consist of a mixture of the specified emulsion, water, aggregate, and additives and be proportioned to meet the requirements shown in the following Table 1. TABLE 1 - Undiluted Seal Coat Design Properties Method Minimum Maximum Weight (per gallon), ASTM D 244, lbs 9.0 Cone Penetration, ASTM D 217, mm 340 700 % Non-Volatile1 50 % Non-Volatile Residue Soluble in Trichloroethylene, ASTM D 2042 10 35 Wet Track Abrasion Loss, ASTM D 3910, g 35 Viscosity, ASTM D 562, KU 75 Dried Film Color Black 1Weigh 10 g of homogeneous product into a previously tared, small ointment can. Place in an oven at 325°F for 90 minutes. Cool, reweigh and calculate non-volatile residue as a percent of the original mass. 2.3 EQUIPMENT A.Distributors. Distributors or spray units used for the spray application of the seal coat shall be self-propelled and capable of uniformly applying 0.10 to 0.30 gallons per square yard of material over the required width of application. Distributors shall be equipped with tachometers, pressure gauges, and volume measuring devices. The mix tank shall have a mechanically powered, full sweep, mixer with sufficient power to move and homogeneously mix the entire contents of the tank. B.Spray Nozzles. Nozzles shall be free from clogs and debris and set at the same angle. C.Mixing Equipment. The mixing machine shall have a continuous flow mixing unit capable of accurately delivering a predetermined proportion of aggregate, water, and emulsion, and of discharging the thoroughly mixed product on a continuous basis. The mixing unit shall be capable of thoroughly blending all ingredients together and discharging the material without segregation. D.Spreading Equipment. Spreading equipment shall be a mechanical type squeegee/brush distributor attached to the mixing machine, equipped with flexible material in contact with the surface to prevent loss of slurry from the spreader box. It shall be maintained to prevent loss of slurry on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and a flexible strike off capable of being adjusted to lay the slurry at the specified rate of application. The spreader box shall have an adjustable width. The box shall be kept clean. Emulsion and aggregate build up on the box shall not be permitted. E.Clean equipment with a petroleum solvent if previously used with a different material. F.Hand Squeegee or Brush Application. Hand spreading application shall be used only in places not accessible to the mechanized equipment or to accommodate neat trim work at curbs, etc. Material that is applied by hand shall meet the same standards as that applied by machine. G.Calibration. Spreading equipment shall be provided with a method of calibration by the manufacturer. Equipment shall be calibrated to assure that it will produce and apply a mix that conforms to the job mix formula. Calibrations shall be made with the approved job materials prior to application of the seal coat. 2.4 PREPARATION A.Remove all existing striping in areas subject to seal coating as noted in plans. Reference applicable specification section in Site Demolition. B.Remediate distressed areas of existing pavement by saw-cutting and removing existing pavement, regrading and compacting the underlying base course and replacing with full depth asphalt at locations and as shown on the drawings. 1.Repairs not specifically shown on the plans but considered necessary by the contractor, store manager or construction manager (CM) shall be identified and submitted as an RFI to the project team prior to commencement of repairs. 2.Repairs submitted by RFI and approved shall be performed as directed by the CEC. Cost for such work directed and performed will be paid for in accordance with the “Changes in the Work” Clause of the General Conditions. C.Longitudinal and traverse cracks in excess of 0.25 inch, but less than 1 inch shall be sealed with a crack sealant. Cracks that contain weed or other live vegetable matter shall be treated with a locally approved, non-oil based sterilant prior to applying the crack filler. D.Existing crack sealants in the parking lot shall be evaluated for compatibility with the specified emulsion. If not compatible with each other they can't be used together. Immediately prior to applying the seal coat, the surface shall be cleared of all loose material, dirt, dust, grease, oil, vegetation and other objectionable material. If water is used, cracks shall be allowed to dry thoroughly before applying the seal coat. E.Protect existing manholes, inlets, vaults, valve boxes, meter boxes, etc. as necessary to maintain free accessibility upon completion of seal coat application. Surfaces adjacent to seal coat application areas such as sidewalks, curb and/or gutter, storefronts, etc. shall be protected by use of felt paper anchored with clean aggregate, or by shielding components with plywood during application. F.Coordinate limits of seal coat application operations with Owner's Construction Manager and Store Manager to avoid interruption to store operations. Protect adjacent areas of the parking lot outside of current seal coat application limits to avoid tracking onto adjacent areas. Partition off limits of current seal coat operations until surface is traffic ready. G.Coordinate with Store Manager to deactivate lawn sprinkler systems least 48 hours prior to placing the seal coat and remain off for at least 24 hours after the seal coat application. 2.5 APPLICATION A.Apply seal coat at a total rate (undiluted) of 0.17gal./SY. B.Dampen pavement with a fog spray of water if ambient temperatures exceed 80°F. No standing water shall remain on the surface. C.Apply the coat uniformly in a manner such that the combined application of the coat equals the total rate specified above. D.Suspend application when the distribution tank has less than 100 gallons left and refill to prevent irregular patterns or misses. E.The coat shall be allowed to dry and cure initially a minimum of 2-4 hours before applying any markings. The initial drying shall allow evaporation of water of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enable the mixture to withstand vehicle traffic without damage to the seal coat. F.The finished surface shall present a uniform texture with no streaks. G.The single coat shall be allowed to dry a minimum of eight hours in dry daylight conditions before opening to traffic, and initially cure enough to support vehicular traffic without damage to the seal coat. H.Where marginal weather conditions exist during the eight hour drying time, additional drying time shall be allowed. The length of time shall be as specified by the supplier. The surface shall be checked after the additional drying time for trafficability before opening the section to vehicle traffic. END OF SECTION DRAWN CHECKED DATE SCALE JOB No. SHEETSUPERCENTER #05841-2285001 N TEN MILE RDMERIDIAN, ADA COUNTY, IDAHOWAL-MART STORES, INC.BENTONVILLE, ARJSB RCJ 05/10/21 AS NOTED LKA005841.20 GallowayUS.com6162 S. 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