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HomeMy WebLinkAbout2026 0313 7-11CastleHayneNC_CivilCASTLE HAYNE SITE DEVELOPMENT PLANS 4828 HOLLY SHELTER ROAD 7-ELEVEN STORE 42957 - SITE 1056904 NEW HANOVER COUNTY, NORTH CAROLINA FOR D NE W H A N O V E R C O U N T Y , N O R T H C A R O L I N A PR O P E R T Y O F : 48 2 8 H O L L Y S H E L T E R R O A D BR O W N F O X , L L C AL T A / N S P S L A N D T I T L E S U R V E Y 1 of 1 NMR 1" = 40' RE V I S I O N S PR E P A R E D F O R : C4 I N V E S T M E N T S , L L C NLM 24-218 01/29/2025 02/03/2025 02 / 2 6 / 2 0 2 5 A D D I T I O N A L T R E E S NO R T H CAROL I N A N I C H O L AS L . MA N S FIELD L A N D SURV EY OR PR O F E S S IO N A L 03 / 1 7 / 2 0 2 5 T I T L E R E P O R T 05 / 0 9 / 2 0 2 5 A D D E D T R E E S 12 / 0 9 / 2 0 2 5 A D D I T I O N A L T O P O 01 / 1 4 / 2 0 2 6 W A T E R L I N E 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L 3+1DSL3+1DSL F F F F F DEF EXI T T H I S S I D E O N L Y CLE A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T EN T E R EX I T 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F DEF EXI T T H I S S I D E O N L Y CLE A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T EN T E R EX I T 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · · · · 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8, 0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · · · · 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F Cut/Fill Summary Name Earthwork Totals Cut Factor 1.000 Fill Factor 1.150 2d Area 197828.59 Sq. Ft. 197828.59 Sq. Ft. Cut 4712.23 Cu. Yd. 4712.23 Cu. Yd. Fill 17986.76 Cu. Yd. 17986.76 Cu. Yd. Net 13274.53 Cu. Yd.<Fill> 13274.53 Cu. Yd.<Fill> 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · · · · · · · · · · · · · · · · · 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · · · · · · · · · · · · · · · · · · · · · 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F · · · · · · · · · NOTES: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO PREPARED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF THE BLANKET BACK OVER SEED AND SOIL. SECURE BLANKET OVER SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3.ROLL THE BLANKETS DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN 4.GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 5.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 6.CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKET WIDTH. 7.EROSION CONTROL BLANKETS SHALL BE INSTALLED FOLLOWING MANUFACTURERS SPECIFICATIONS. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. 1 3 4 2 5 3" (7.5cm) 12" (30cm) 6" (15cm) 12" (30cm) 2"-5" (5cm-12.5cm) EROSION CONTROL BLANKET DETAIL FOR SLOPE INSTALLATION A A 8" 8" 2 4 " M I N .1:11:1 3/4" WASHED STONE, 6" THICK SLOPE 2.5% M I N . 10 MIL PLASTIC LINER 10 MIL PLASTIC LINER STAKE (2X4, (2) PER BALE) STRAW BALE 8"STRAW BALELIMITS OF 10MIL PLASTIC LINING 1 5 ' M I N . 10' MIN.15' MIN.LIMITS OF 10MIL PLASTIC LINING STAKE (TYP.) SLOPE 2.5% MIN.SUMP LIMITS OF 10MIL PLASTIC LINING 3/4" WASHED STONE, 6" THICK 3/4" WASHED STONE, 6" THICK 3/4" WASHED STONE SUMP STRAW BALE 10 MIL PLASTIC LINING PLAN CONCRETE WASHOUT AREA USE WHERE MORE THAN ONE ACCESSIBLE SIDE IS NEEDED ALTERNATE SECTION WASHOUT SIGN ALL CONCRETE TRUCKS SHALL WASHOUT HERE NOTES: 1. PIT IS SPECIFICALLY DESIGNATED, DIKED AND IMPERVIOUS CONTAINMENT TO PREVENT CONTACT BETWEEN CONCRETE WASH AND STORMWATER. 2. WASH WATER SHALL NOT BE ALLOWED TO FLOW TO SURFACE WATER. 3. FACILITY MUST HOLD SUFFICIENT VOLUME TO CONTAIN CONCRETE WASTE WITH A MINIMUM FREEBOARD OF 12." 4. FACILITY SHALL NOT BE FILLED BEYOND 95% CAPACITY UNLESS A NEW FACILITY IS CONSTRUCTED. 5. SAW CUT PORTLAND CEMENT CONCRETE, RESIDUE FROM SAWCUT & GRINDING TO BE DISPOSED OF IN THE PIT. 6. CONCRETE WASHOUTS SHALL BE LOCATED A MINIMUM OF 100' FROM DRAINAGE WAYS, INLETS, & SURFACE WATERS. 7. MANUFACTURED CONCRETE WASHOUT DEVICES MAY BE USED IF REMOVED FROM THE SITE WHEN 95% FULL CAPACITY. SECTION A-A Ô Ô Ô SOURCE BOX NOTES: 1.NOTICE OF INTENT (NOI) (APPLICATION FOR PERMIT COVERAGE), NOTICE OF COVERAGE (NOC) (OR APPROVAL FROM REGULATORY AGENCY), AND LOWE'S FORM I-1 CONSTRUCTION SITE NOTICE ARE TO BE POSTED. 2.ALL POSTING IS TO BE AT JOB SITE ENTRANCE WHERE IT MAY BE VIEWED BY AUTHORITIES HAVING JURISDICTION AND THE PUBLIC. 3.POSTING IS REQUIRED FROM THE DAY CONSTRUCTION ACTIVITIES START UNTIL THE NOTICE OF TERMINATION (NOT) IS FILED. 4.PROJECT MUST BE POSTED IN TWO LOCATIONS; AT THE JOB SITE ENTRANCE AND INSIDE WALL OF JOB TRAILER. NOI NOC FORM I-1 SWPPP JOB SITE PERMIT POSTING DETAIL LOWE'S FORM I-1 CONSTRUCTION SITE NOTICE NOTICE OF COVERAGE (NOC) NOTICE OF INTENT (NOI) ASPHALT IMPREGNATED EXPANSION JOINT WITH "SNAP-CAP" BY W.R. MEADOWS PROVIDE SEALANT EXTERIOR SLAB EXPANSION JOINT (E.J.) FOR 5' OR 8' WALKS, INSTALL A CONTROL JOINT EVERY 5' AND ONE IN THE CENTER (5' FROM THE BACK OF THE BUILDING FOR EXAMPLE) DETAILS ONLY APPLY TO BUILDING SIDEWALK. THEY DO NOT APPLY TO INTERIOR SLAB OR SITE CONCRETE. CONCRETE PAVEMENT JOINT DETAILS TYPE OF JOINT USE DESCRIPTION DETAIL A.CONTROL JOINT ("SJ" ON FUEL PROTOTYPES) 1.SAWN 2.PREMOLD STRIP 3.HAND FORMED AND SAWN AT CRITICAL JOINTS B.EXPANSION JOINT (ISOLATION JOINT) C.CONSTRUCTION JOINT ("CJ" ON FUEL PROTOTYPES) USE SPECIFICATION ACI 360R-06 TO PLACE CONTROL JOINTS SO AS TO UNIFORMLY DIVIDE SLABS INTO NOMINAL 12' x 12' (STANDARD-DUTY) OR 16' x 16' (HEAVY-DUTY) SECTIONS. (SEAL CONTROL JOINTS ONLY IF SPECIFIED ON DRAWINGS OR BY OWNER'S REPRESENTATIVE. PLACE AGAINST CONCRETE TANK SLAB, ABUTTING ROADWAY PAVEMENTS AND STRUCTURES (BUILDINGS, CANOPY COLUMNS, CATCH BASINS, ETC.) CONSTRUCTION JOINTS MUST BE APPROVED BY OWNER'S REPRESENTATIVE. PLACE WHEN CONTINUOUS POUR OPERATIONS ARE SUSPENDED FOR MORE THAN 30 MINUTES. D D D D OR D/ 3 14" JOINT SEALANT - 34" DEEP (MIN.) HELD 14" BELOW SURFACE NEW WORK EXISTING CONCRETE PAVEMENT OR STRUCTURE JOINT SEALANT - 34" DEEP (MIN.) HELD 14" BELOW SURFACE 12" EXPANSION MATERIAL USE REMOVABLE MATERIAL DURING FORMING REQUIRED TO OBTAIN A 34" RECESS 12" THICK ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL GASOLINE RESISTANT JOINT SEALING COMPOUND-REF SPEC SECTION V CONCRETE / PART 2 - PRODUCTS / 2.1.9 Ø1" DOWEL x 18" LONG AT 12" O.C. WITH COATING MEETING ASTM B117 NEW WORK TAPERED KEYWAY 1' 5'-0"3' 34" MIN. D/ 2 PAVING EXECUTION NOTES: 1.LOCATE AND INSTALL CONSTRUCTION, ISOLATION, AND EXPANSION JOINTS AS INDICATED OR REQUIRED. 2.PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT ADD WATER TO ADJUST SUMP. 3.FLOAT SURFACES TO TRUE PLANES WITHIN A TOLERANCE OF 14INCH IN 10 FEET. 4.TOOL EDGES AND JOINTS TO A RADIUS OF 14 INCH FOR SIDEWALKS. 5.ALLOW CONCRETE PAVING TO CURE FOR A MINIMUM OF 28 DAYS AND DRY BEFORE STARTING PAVEMENT MARKING. 6.APPLY TRAFFIC PAINT WITH MECHANICAL EQUIPMENT TO A MINIMUM WET FILM THICKNESS OF 15 MILS. 7.PROTECT CONCRETE PAVING FROM DAMAGE. EXCLUDE TRAFFIC FROM PAVING FOR AT LEAST 14 DAYS. CONCRETE PAVEMENT GENERAL NOTES: 1.SEE FUEL PROTOTYPE FOR ADDITIONAL REQUIREMENTS FOR TANK SLABS. 2.SEE FUEL PROTOTYPE FOR ADDITIONAL REQUIREMENTS FOR DISPENSER ISLAND SLABS. 3.A GEOTEXTILE OR GEOGRID IS ONLY NEEDED WHEN THE GEOTECHNICAL REPORT AND/OR A GEOTECH EXPERT REQUIRES IT FOR THE SPECIFIC SITE'S SOIL CONDITIONS. 4.UNDISTURBED SOIL OR COMPACTED BACK FILL NOT LESS THAN 95% OF MODIFIED PROCTOR DENSITY (AASHTO-T-180). 5.REFER TO CIVIL DESIGN GUIDELINES (CDG) FOR PAVEMENT LOCATION GUIDANCE. 6.CONTRACTOR REFER TO THE GEOTECH REPORT FOR PAVEMENT AND FOUNDATION DESIGN AND CONSTRUCTION RECOMMENDATIONS IF MORE STRINGENT THAN PROTOTYPE DETAILS. 7.COMPACTION IS NOT REQUIRED OVER THE TANK PIT(S). ASPHALT SEALING 1.SURFACE CLEANING THE SURFACE TO BE SEALED SHALL BE FREE FROM DIRT AND OTHER FOREIGN MATTER. ANY ACCUMULATIONS OF OIL PR GREASE SHALL BE CLEANED OFF THE PAVEMENT WITH DETERGENT SOLUTION. THE RESIDUE OF WHICH SHALL BE THOROUGHLY WASHED AWAY WITH CLEAN WATER BEFORE SEALANT IS APPLIED. 2.SEALING: THE SEAL COATING MATERIAL SHALL BE COMPRISED OF A RUBBERIZED COAL-TAR PITCH EMULSION AND SHALL MEET OR EXCEED FEDERAL SPECIFICATION R-P-355e. SUPPLIED IN CONCENTRATED FORM, IT SHALL BE DILUTED A MINIMUM OF 15% AND A MAXIMUM OF 25% WITH FRESH, CLEAN WATER. THE SEALANT MATERIAL SHALL CONTAIN 5-6 LBS. PER GALLON OF FINE , CLEAN, DRY SILICAS AND MEETING THE FOLLOWING GRADATION: SIEVE SIZE #16 #30 #50 #100 % PASSING 100 80-100 10-60 0-5 THE SEALANT SHALL BE APPLIED TO THE PAVEMENT IN TWO COATS AT THE RATE OF 0.08 TO 0.12 GALLONS PER SQUARE YARD. A LATEX ADDITIVE MAY ALSO BE ADDED TO THE SEALANT TO ALLOW FOR QUICKER DRYING TIME IN THOSE AREAS SPECIFIED BY OWNER'S REPRESENTATIVE. CONTRACTOR MUST REFER TO THE GEOTECH REPORT FOR PAVEMENT AND FOUNDATION DESIGN AND CONSTRUCTION RECOMMENDATIONS WHERE OVERLAY IS NOT SPECIFIED FOR ENTIRE EXISTING SURFACE, THE INTERFACE BETWEEN THE NEW OVERLAY AND THE OLD PAVEMENT SURFACE SHALL BE PER THE ABOVE DETAIL. FEATHERING OF THE ASPHALT TO MEET THE EXISTING PAVEMENT WILL NOT BE ACCEPTABLE. EXISTING PAVEMENT TACK COAT, SEE OVERLAY NOTES #4 & #5 1 12" MI N . EDGE DETAIL CONCRETE SUBBASE ASPHALT SUBBASE ASPHALT PAVEMENT GENERAL NOTES: 1.ALL WORK SHALL BE IN CONFORMANCE WITH OWNER'S SPECIFICATIONS FOR ASPHALTIC CONCRETE PAVING. 2.GEOGRID IS ONLY NEEDED WHEN THE GEOTECHNICAL REPORT AND/OR A GEOTECH EXPERT REQUIRES IT FOR THE SPECIFIC SITE'S SOIL CONDITION. 3.FOR SUBSURFACE DRAINAGE OR STABILITY ISSUES DURING CONSTRUCTION (UNDER DIRECTION BY GEOTECH EXPERT): A.SUBSURFACE DRAINAGE ISSUE - REFER TO GUIDELINES FOR DEWATERING ISSUES TO DERIVE ACCEPTABLE OPTIONS. B.SUBSURFACE STABILITY ISSUE - INSTALL GEOGRID PER GEOTECH EXPERT RECOMMENDATION. 4.THE PAVEMENT SHALL BE THOROUGHLY CLEANED AND A TACK COAT OF ASPHALT SHALL BE APPLIED BEFORE THE OVERLAY IS PLACED. 5.REFER TO CIVIL DESIGN GUIDELINES (CDG) FOR PAVEMENT LOCATION GUIDANCE. OVERLAY DETAIL NOTES: 1.THE OVERLAY SHALL BE PLACED IN ACCORDANCE WITH OWNER'S SPECIFICATIONS. 2.ALL FAILED AREAS SHALL BE REPAIRED WITH PROPER PATCHES BEFORE OVERLAY IS PLACED. 3.IF THE SURFACE IS DISTURBED, THE CONTRACTOR SHALL CONSTRUCT LEVELING COURSES TO RESTORE PROPER LINE AND CROSS SECTION. 4.THE PAVEMENT SHALL BE THOROUGHLY CLEANED AND A TACK COAT OF ASPHALT SHALL BE APPLIED BEFORE THE OVERLAY IS PLACED. 5.ALL VERTICAL SURFACES COMING IN CONTACT WITH THE OVERLAY SHALL BE SPRAYED OR PAINTED WITH A UNIFORM COATING OF EMULSIFIED ASPHALT IMMEDIATELY PRIOR TO PAVEMENT CONSTRUCTION. 6.CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER SURFACE DRAINAGE. PONDING OR PUDDLING OF WATER ON THE FINAL SURFACE WILL BE UNACCEPTABLE. 7.REPLACE IN KIND ANY EXISTING TRAFFIC LOOPS AND/OR RELATED SENSOR EQUIPMENT THAT IS REMOVED OR DAMAGED DUE TO PAVEMENT MILLING ACTIVITY. 1 STANDARD-DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 2 HEAVY-DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 3 TANK SLAB CONCRETE PAVEMENT SECTION NOT TO SCALE 4 CONCRETE WALK PAVEMENT SECTION NOT TO SCALE 5 STANDARD-DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 6 HEAVY-DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 7 ASPHALT SEALING NOTES 8 ASPHALT OVERLAY PAVEMENT SECTIONS NOT TO SCALE 9 CONCRETE PAVEMENT JOINTING SECTIONS NOT TO SCALE 10 CONCRETE WALK JOINTING SECTIONS NOT TO SCALE 6" 6" 8" 6" 4" 4" 6" 4" VA R I E S RE F E R T O FU E L PL A N S 4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL GEOTEXTILE FABRIC OR GEOGRID, SEE CONCRETE PAVEMENT GENERAL NOTE 3. SUBGRADE: COMPACTED CLEAN EARTH MATERIAL AUTO PARKING AREAS, AUTO CANOPY SLAB, AND OTHER LIMITED SERVICE TRAFFIC AREAS HEAVY LOAD TRAFFIC AREAS AUTO TANKS, CFL TANKS, AND COMBINED TANK PITS PEDESTRIAN TRAFFIC AREAS AUTO PARKING AREAS AND OTHER LIMITED SERVICE TRAFFIC AREAS HEAVY LOAD TRAFFIC AREAS SUBGRADE: COMPACTED CLEAN EARTH MATERIAL SUBGRADE: COMPACTED CLEAN EARTH MATERIAL SUBGRADE: COMPACTED CLEAN EARTH MATERIAL SUBGRADE: COMPACTED CLEAN EARTH MATERIAL 4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL GEOTEXTILE FABRIC OR GEOGRID, SEE CONCRETE PAVEMENT GENERAL NOTE 3. 4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE BACKFILL: PEA GRAVEL (OR APPROVED EQUAL) UNDERGROUND STORAGE TANK 4,000 PSI FIBER-REINFORCED CAST-IN-PLACE CONCRETE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL AGGREGATE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL GEOGRID, SEE ASPHALT PAVEMENT GENERAL NOTE 3. WEARING COURSE: COMPACTED ASPHALT CONCRETE TACK COAT, SEE ASPHALT PAVEMENT GENERAL NOTE 4. INTERMEDIATE BASE: TYPCE C COMPACTED ASPHALT CONCRETE AGGREGATE BASE: COMPACTED CRUSHED LIMESTONE OR EQUAL GEOGRID, SEE ASPHALT PAVEMENT GENERAL NOTE 3. EXISTING PAVEMENT TACK COAT, SEE OVERLAY DETAIL NOTE 4 ASPHALT OVERLAY FABRIC, SEE OVERLAY DETAIL NOTE 2 LEVELING COURSE - DEPTH TO BE DETERMINED BY PAVEMENT CONDITION 1 12" WEARING COURSE TACK COAT, SEE OVERLAY DETAIL NOTE 4 EXISTING CONCRETE TACK COAT, SEE OVERLAY DETAIL NOTE 4 ASPHALT OVERLAY FABRIC, SEE OVERLAY DETAIL NOTE 2 LEVELING COURSE - DEPTH TO BE DETERMINED BY PAVEMENT CONDITION 1 12" WEARING COURSE TACK COAT, SEE OVERLAY DETAIL NOTE 4 3" WEARING COURSE: COMPACTED ASPHALT CONCRETE 2" 2. 5 " 14" WIDE x 14" OF THICKNESS OF SLAB - TOOLED JOINT SLAB CONTROL JOINT (C.J.) VA R I E S RE F E R T O FU E L PL A N S FOR USE WHEN COLD WEATHER CONDITIONS CAUSE ASPHALT PAVEMENT TO BE PLACED BEFORE THE CONCRETE CURB. PREFERRED METHOD ALTERNATE METHOD EXISTING GRADE BOTTOM OF CURB POUR APROX. 1'-0" BELOW GRADE BASE EXISTING PAVEMENT NEW EXTRUDED CONC. CURB SOIL TIE WITH WIRE TOP AND BOTTOM BASE EXISTING PAVEMENT NEW EXTRUDED CONC. CURB SOIL EXISTING GRADE TO P O F PA V E M E N T 1 SUPPORT WITH #4 BARS 4'-0" C-C THE LENGTH OF THE CURB EXTENDING INTO THE SOIL ENOUGH TO SUPPORT DURING THE POUR. 2 USE (2) #4 BARS WITH 3" OF COVER ON SIDES, TOP AND BOTTOM AND 2" COVER ON ENDS OF CURB. TIE WITH WIRE 1 SUPPORT WITH #4 BARS 4'-0" C-C THE LENGTH OF THE CURB EXTENDING 1'-0" INTO THE PAVEMENT AND BASE. 2 USE (1) #4 BAR CENTERED LONGITUDINALLY IN THE CURB WITH 2" OF COVER ON ENDS OF CURB. 1' - 0 " 12" EXPANSION JOINT ONLY IF DRIVE IS CONCRETE (FULL DEPTH OF CONC. SLAB) TOOLED CONTROL JOINTS @ 12' O.C. #4 BAR CONT. NOTE: CONTRACTOR MAY SUBSTITUTE CURB & GUTTER (2/C502) UNLESS SPECIFIED OTHERWISE WITHIN PLAN SET NOTE: GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE IS TOWARDS CURB. GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM CURB WHEN SITE GRADE IS AWAY FROM CURB. MAY BE MACHINE FORMED. UNDISTURBED OR COMPACTED SUBGRADE COMPACTED BASE MATERIAL EXTEND TO BOTTOM OF PAVEMENT SECTION FINISH GRADE TO TOP OF CURB UNLESS OTHERWISE SPECIFIED ON CONTOUR PLAN 6" MI N . 6" 6" BITUMINOUS PAVING SLOPE 34" PER FT. (SEE NOTE BELOW)R1" 3"12" MIN. CONCRETE WALK WITH MEDIUM BROOM FINISH 4,000 PSI C.I.P. CONCRETE WITH FIBER REINFORCING TOOLED SCORE NOTES: 1.TYPICALLY THERE IS 0" CURBING AROUND THE BUILDING 12" EXPANSION JOINT REQUIRED IF ADJACENT PAVEMENT IS CONCRETE (FULL DEPTH) OF CONCRETE SLAB) "BASE" COMPACTED CRUSHED LIMESTONE OR EQUAL"SUBGRADE" COMPACTED CLEAN EARTH MATERIAL HEIGHT OF EXPOSED FACE VARIES - REFER TO GRADING PLAN. NOT TO EXCEED 6" NOTE: REFERENCE TYPICAL CONCRETE JOINT DETAILS ON 9/C501 6"3" 10 " 8" R18" R18" 17 . 5 " 6" 24" 6. 5 " 4.5" TOP SOIL AGGREGATE BASE THICKNESS 4" MIN. AGGREGATE BASE THICKNESS 4" MIN. 60" WIDE MOUNTABLE PAVEMENT STRIP BACKFILL WET (SEE NOTE BELOW) CONCRETE MOUNTABLE CURB IS TO BE USED AT APPROACHES THAT DO NOT MEET STANDARD WIDTH ROLLED CURB AND GUTTER NOTES: 1.WET: GUTTER TO BE SLOPED DOWN GRADIENT TOWARDS CURB WHEN SITE GRADE IS TOWARD CURB.DRY: GUTTER TO BE SLOPED DOWN GRADIENT AWAY FROM CURB WHEN SITE GRADE IS AWAY FROM CURB. 2.REFERENCE THE CONCRETE PAVEMENT JOINT DETAILS 3.EXPANSION JOINTS ARE REQUIRED AT STORM INLETS AND 100' MAXIMUM SPACING. 4.CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. 5.CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 12" MIN. 4,000 PSI FIBER REINFORCED CONCRETE. MEDIUM BROOM FINISH. 3" DOWELED CONSTRUCTION JOINT: REFERENCE 9/C501 ROLLED CURB AND GUTTER: REFERENCE 4/C502 TOP SOIL AGGREGATE BASE THICKNESS 4" MIN. BACKFILL DRY (SEE NOTE BELOW) 4,000 PSI FIBER REINFORCED CONCRETE. MEDIUM BROOM FINISH. 0. 5 " 4,000 PSI FIBER REINFORCED CONCRETE. MEDIUM BROOM FINISH.WWF 6x6, W2.9xW2.9 TOP SOIL BACKFILL PREPARED SUBGRADE COMPACTED PER DOT STANDARD SPECIFICATIONS LOW POINT3" PREPARED SUBGRADE COMPACTED PER DOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER DOT STANDARD SPECIFICATIONS 8" 6 COLD WEATHER CURB INSTALLATION NOT TO SCALE 5 CONCRETE MOUNTABLE CURB SECTION NOT TO SCALE 4 CONCRETE ROLLED CURB AND GUTTER SECTION NOT TO SCALE 3 CONCRETE MONOLITHIC CURB AND WALK SECTION NOT TO SCALE 2 CONCRETE STANDING CURB AND GUTTER SECTION NOT TO SCALE 1 CONCRETE STANDING CURB SECTION NOT TO SCALE PVM'T. 6" 3" 6" 1'-6 " MINI M U M 3" 8" 6" 7" 1' - 6 " M I N I M U M 4" 4"2" 2" 6"VARIES SEE PLAN R1" ROLLED CURB AND GUTTER IS TO BE USED AT APPROACHES 6"3" 10 " 8" R18" R18" 17 . 5 " 24" 6" 4.5" 3" S20 PIPE BOLLARD GENERAL NOTES: 1.MAXIMUM BOLLARD SPACING IS 5' ON CENTER 2.CONCRETE TO BE 4,000 PSI MIN. UNCONFINED COMPRESSIVE STRENGTH. 3.REINFORCING STEEL CONFORMS TO ASTM A615 GRADE 60. 4.BOLLARD PIPE IS ASTM A53, TYPE E, GRADE B OR A500 GRADE B/C. 5.PROVIDE HIGH-DENSITY POLYETHYLENE (HDPE) BOLLARD COVER. COVER TO BE IDEALSHIELD (OR APPROVED EQUAL) 1/8" THICK, BLACK, 6" PIPE FIT, DOME TOP, 48" TALL. 6.DO NOT FILL BOLLARD PIPE WITH CONCRETE. TEMPORARILY SEAL BOTTOM AS NECESSARY TO PREVENT CONCRETE INTRUSION WHILE POURING. 7.USE SONOTUBE IN SANDY OR OTHER SOILS THAT MIGHT CAVE IN. 8.DIMENSIONS IN PARENTHESIS ARE NOMINAL. 9.COLD JOINT ACCEPTABLE THIS LINE FOR NEW INSTALLATIONS IN MONOLITHIC POUR CONCRETE PAVEMENT. 10.SLOPE TOP OF CONCRETE AWAY FROM BOLLARD 1/4" FROM PIPE TO EDGE OF DRILLED SHAFT OR CAP. 11.INCREASE DEPTH OF CAISSON AND BOLLARD PIPE TO MEET LOCAL JURISDICTION MIN. FROST DEPTH REQUIREMENT. 12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY NO UTILITY CONFLICTS EXIST WHERE BOLLARDS ARE TO BE INSTALLED, PRIOR TO INSTALLATION. DESIGN SPECIFICATIONS: ASTM F3016-19 CONDITION DESIGNATION S20 AISLE WIDTH CAN VARY, MAINTAIN A MINIMUM 4.5' O.C. SPACING, MAXIMUM 5.0' SPACING. PARKING STRIPE 12 " ( T Y P . ) 4.5" TYP. 4.5" TYP. SIDEWALK PROPOSED BOLLARD (0. 4 3 2 " ) (Ø 6 . 6 2 5 " ) 83 " (Ø6.625") A A SECTION A-A N.T.S. HDPE BOLLARD COVER 6" SCH. 80 PIPE BOLLARD (DO NOT FILL WITH CONCRETE) SIDEWALK PAVEMENT CONCRETE PAVEMENT SEE NOTE 10 SEE NOTE 9 DRILLED SHAFT CONCRETE FOUNDATION IN-SITU SOIL 44 " ( T O P O F BO L L A R D P I P E ) 48 " 39 " 42 " 3" C L R . Ø14" BOLLARD LAYOUT 1 STORE FRONT GUARD BOLLARDS NOT TO SCALE DEEP MOUNT S20 BOLLARD IN CONCRETE PAVING PLAN VIEW ELEVATION 3' - 0 " 6" 3' - 0 " 4'-1" Ø1" 6" 3' - 9 " 1'-6" 12" EXPANSION JOINT MATERIAL TYP. CONCRETE PAVEMENT CONCRETE FOOTING PER SPECS - Ø12" SONOTUBE x 36" LONG TOP OF GRADE 1' - 1 0 12" 1' - 1 0 12" RAISED ISLAND 2 ISLAND GUARD POST NOT TO SCALE U-SHAPED BOLLARD LOCATED AT ALL AUTO CANOPY LAYOUTS. SEE FUEL PROTOTYPE FOR LOCATIONS. 1 STOP SIGN NOT TO SCALE 2 HANDICAP PARKING SIGNS NOT TO SCALE 3 HANDICAP PARKING MARKINGS NOT TO SCALE 4 THERMOPLASTIC STOP BAR NOT TO SCALE FLUSH CURB DETECTABLE WARNING (FULL WIDTH OF ADA PARKING SPACES) PAINTED ACCESSIBLE SYMBOL FOR PAVEMENT FLUSH CURB ACCESSIBLE PARKING SIGN MOUNTED IN BOLLARD DEEP MOUNT BOLLARDS BLUE PAINTED LINES ENSURE MIN. 4' CLEAR BETWEEN BOLLARDS AT LOADING AREA 5 DETECABLE WARNING SYSTEM NOT TO SCALE 6 ACCESSIBLE PARKING LAYOUT NOT TO SCALE SLOPE (TYP.) PLAN VIEW PLAN VIEW CONTRACTOR TO FABRICATE 34" PLYWOOD TEMPLATES FIXING ANCHOR BOLTS, CONDUIT RISERS, AND CONDENSATE DRAIN RISER LOCATIONS AS INDICATED. ANCHOR BOLTS TO BE FURNISHED BY CANOPY VENDOR. ANCHOR BOLT ORIENTATION AND SPACING PER CANOPY VENDOR'S DRAWINGS. INSTALL CONDUIT(S) FOR CANOPY LIGHTING AND FASCIA FIXTURES, REFER TO "PLOT PLAN" OR "LIGHTING PLAN" DRAWING FOR NUMBER AND SIZE OF CONDUITS REQUIRED AND AT WHICH COLUMN THEY ARE TO BE INSTALLED. CFL ONLY: INSTALL CONDUIT(S) FOR FUTURE INSTALL OF SMARTQ AT THE CENTER, EXIT SIDE OF CANOPY, REFER TO "PLOT PLAN" FOR NUMBER AND SIZE OF CONDUITS REQUIRED. ONE (1) 1" CONDUIT TO BE INSTALLED AT EACH COLUMN FOR CONDENSATE DRAINAGE FROM COLUMN CAVITY "W"/2 "W"/2 "W" "L " "L " / 2 "L " / 2 NOTE: IF COLUMN MOUNTED INTERCOM SYSTEM IS REQUIRED, A 1" CONDUIT FOR SAME IS TO BE INSTALLED AT ANOTHER CANOPY COLUMN IN LIKE MANNER AS SHOWN HERE. (SEE PLOT PLAN) DIMENSIONS "D", "L", "W", & "X" TO BE SPECIFIED ON CANOPY VENDOR'S DRAWINGS. LOCATE FOUNDATIONS AS SPECIFIED ON PLOT PLAN AND CANOPY VENDOR'S DRAWING. NOTE: COLUMN FOUNDATION MAY BE SQUARE (4 BOLTS) OR RECTANGULAR (6 BOLTS). REFER TO VENDOR'S DRAWINGS TO VERIFY ORIENTATION OF RECTANGULAR BASES RELATIVE TO ISLAND GROUP CENTERLINE. 2" "X " "X " 2" CO L . & I S L . G R O U P 2""X""X"2" COL. 1" 1"1" 1" CONDUIT(S) ANCHOR BOLTS, NUTS, AND WASHERS FURNISHED BY CANOPY VENDOR AND INSTALLED BY CONTRACTOR LOWEST FINISH ELEVATION ADJACENT TO A CANOPY COLUMN LOCATION TOP OF "FIRST POUR" TO BE 1'-6" OR 3'-0" MINIMUM (REFER TO CANOPY MANUFACTURER'S DRAWINGS) BELOW LOWEST CANOPY COLUMN FINISH GRADE ELEVATION. FIRST POUR OF ALL FOUNDATIONS TO BE SET AT THE SAME ELEVATION. SEE PLOT PLAN OR GRADING PLAN FOR ELEVATION. REINFORCING BARS FURNISHED AND INSTALLED BY CONTRACTOR. SIZE AND SPACING AS SPECIFIED ON CANOPY VENDOR'S DRAWINGS. INSTALL ONE (1) CU. FT. (MIN.) COARSE GRAVEL AT CONDENSATE DRAIN OUTLET CUT TOP OF CONDENSATE DRAIN CONDUIT AT SAME ELEVATION AS TOP OF CANOPY COLUMN BASE PLATE COL. "D " "X""X" 3'- 0 " 6" 7' - 1 " I F M A S O N R Y C O L . I S N O T R E Q U I R E D 7' - 1 0 " I F M A S O N R Y C O L . I S R E Q U I R E D NOTE: IF COLUMNS ARE INSTALLED AT LOCATIONS WHERE ADJACENT PAVING IS TO REMAIN, THE AREAS REMOVED FOR EXCAVATION AND TRENCHING ARE TO BE SAW CUT TO PROVIDE A NEAT, FINISHED APPEARANCE WHEN AREAS ARE RESURFACED. COL. CO L . & I S L . G R O U P EXP. JT. A (AUTO) OR B (CFL) FLOW 4" PVC EXP. JT. EX P . J T . EX P . J T . EXPANSION JOINT ALL AROUND COLUMN - FULL DEPTH TO BASE PLATE (12" MIN.) EXPANSION JOINT - FULL DEPTH OF SURROUNDING PAVEMENT (12" MIN.) CONDUIT(S) POSSIBLE OUTLINE OF "FIRST POUR" BELOW. SIZE AND CONFIGURATION MAY VARY. REFER TO CANOPY VENDOR'S DRAWINGS. DOWNSPOUT-TO-DRAIN CONNECTION (SEE SECTION "A-A") REFER TO CANOPY VENDOR PLANS FOR COLUMN SIZE INTERNAL DOWNSPOUT (SEE SECTION "A-A") 4" x 4" CONDUIT OPENING IN BASE PLATE OF COLUMN BY CANOPY VENDOR (TYP. ALL COLUMNS) DOWNSPOUT/STORM DRAIN - SEE UTILITY PLAN FOR SIZE, MATERIAL, AND ROUTING. NOTE: INSTALL DOWNSPOUT COLLECTOR LINES ONLY IF SHOWN ON PLOT OR PIPING PLAN, OR DIRECTED BY OWNER'S REPRESENTATIVE. OTHERWISE DOWNSPOUTS WILL OUTLET ONTO FINISH GRADE AT BASE OF COLUMN AND WILL BE COMPLETED BY CANOPY VENDOR. ELEVATION SEE "FIRST POUR" DETAILS AT LEFT CLEANOUT INVERT PER STORM DRAINAGE PLAN IF DOWNSPOUT IS AT THE END OF THE LINE, USE 6" 90° ELBOW OR 6" REDUCING ELBOW OF SIZE AS REQUIRED INSTEAD OF TEE. DO NOT ALLOW "SECOND POUR" TO EXTEND UNDER EDGE OF ADJACENT PAVEMENT OR ISLAND. INSTALL SEAL-OFF ON CONDUIT(S) AT HAND HOLE. LIGHTING AND SECURITY ARE NOT TO BE IN SAME COLUMN. 4" x 6" HAND HOLE WITH COVER AND GASKET BY CANOPY VENDOR Ø38" CONDENSATE WEEP HOLE BY CONTRACTOR HOLD CONCRETE 12" MIN. HIGHER AT COLUMN THAN HIGHEST ADJACENT PAVEMENT ELEVATION TO WHICH "SECOND POUR" IS TO MATCH 7' - 1 " I F M A S O N R Y C O L . I S N O T R E Q U I R E D 7' - 1 0 " I F F U L L O R P A R T I A L M A S O N R Y C O L . I S R E Q U I R E D 4" PVC INTERNAL DOWNSPOUT BY CANOPY VENDOR EXPANSION JOINT ALL AROUND CANOPY COLUMN FULL DEPTH TO BASE PLATE (12" MIN.) EXPANSION JOINT FULL DEPTH OF SURROUNDING PAVEMENT ALL SIDES OF "SECOND POUR" (12" MIN.) COAT ALL STEEL BELOW GRADE WITH TWO PART SHERMAN WILLIAMS EPOXY - B58W00610 MACROPOXY / 646 FAST CURE EPOXY PART A AND B58V00600 MACROPOXY / 646 FAST CURE EPOXY PART B OR APPROVED EQUAL AFTER CANOPY COLUMN HAS BEEN SET AND TRUED BY CANOPY VENDOR AND APPROVED BY OWNER'S ENGINEER, CONTRACTOR IS TO PLACE NON-SHRINKING GROUT BENEATH BASE PLATE. REFER TO STANDARD SPECIFICATIONS FOR APPROVED TYPES. INSTALLATION OF GROUT TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACEMENT OF "SECOND POUR". 6" DOWNSPOUT RISER (PVC) ROUTE TO STORM DRAIN PER PLOT, PIPING PLAN OR OWNER'S REPRESENTATIVE. 12" M I N . 1" M A X . TO W E E P HO L E COL. TOP OF "SECOND POUR" 4" PVC INTERNAL DOWNSPOUT BY CANOPY VENDOR TOP OF "FIRST POUR" 6" PVC SANITARY TEE OR *" x *" x 6" PVC RDCG. TEE INV. PER PIPING PLAN 1 6" PVC NIPPLE LENGTH AS REQ. 6" x 6" x 4" PVC REDUCING TEE 8" PVC PIPE TO ACT AS SKIRT TO ISOLATE PAVEMENT MATERIAL FROM CLEANOUT RISER LIMITED ACCESS MANHOLE - WITH CAST IRON COVER. TWO STAINLESS STEEL FLUSH MOUNT BOLTS, CAST COVER WITH GALVANIZED STEEL SKIRT. BUNA-N GASKET. MEETS H-20 LOAD RATING. PVC CLEANOUT PLUG AND MALE ADAPTER SLOPE Ø4" PVC PIPE CONNECTOR 48" 1' - 6 " M I N I M U M O R 3 ' - 0 " M I N I M U M (R E F E R T O C A N O P Y M A N U F A C T U R E R ' S D R A W I N G S ) L/2 GENERAL NOTES 1.AUTO AND STACKED CANOPIES - BOTH ROWS OF COLUMNS HAVE INTERNAL DOWNSPOUTS (REFER TO CANOPY MANUFACTURER'S DRAWINGS) PROVIDE CLEANOUTS. 2.REFER TO FUEL PROTOTYPE DRAWINGS FOR AUTO DISPENSER ISLAND (NOT SHOWN HEREON) DETAILS. 3.REFER TO CIVIL PROTOTYPE DRAWINGS SHEET CPC-1 FOR AUTO CANOPY PAVEMENT DETAIL. SECTION "A-A" KEY NOTES 1."D" = SIZE OF ROOF DRAIN COLLECTOR PIPE. REFER TO PIPING PLAN TO VERIFY SIZE OF COLLECTOR PIPE. 2.REFER TO DIVISION OF WORK FOR G.C. CONNECTION TO ROOF DRAIN AT COLUMN. 26 ' - 8 " I N V . MI N I M U M 40'-0"40'-0" 40 ' - 0 " 40 ' - 0 " 4" PVC ELEVATION BOLLARD, REFER TO FUELING PROTOTYPE PLANS FOR TYPE AND LOCATION HOOP BOLLARD, REFER TO DETAIL ON CFL PROTOTYPE DRAWINGS 60 ' - 0 " F O R A U T O C A N O P I E S 3' - 6 " F O R C F L C A N O P I E S 60'-0" COL. TOP OF "SECOND POUR" 4" PVC INTERNAL DOWNSPOUT BY CANOPY VENDOR TOP OF "FIRST POUR" INV. PER PIPING PLAN 6" PVC NIPPLE LENGTH AS REQ. 6" x 6" x 4" PVC REDUCING TEE 8" PVC PIPE TO ACT AS SKIRT TO ISOLATE PAVEMENT MATERIAL FROM CLEANOUT RISER LIMITED ACCESS MANHOLE - WITH CAST IRON COVER. TWO STAINLESS STEEL FLUSH MOUNT BOLTS, CAST COVER WITH GALVANIZED STEEL SKIRT. BUNA-N GASKET. MEETS H-20 LOAD RATING. PVC CLEANOUT PLUG AND MALE ADAPTER SLOPE Ø4" PVC PIPE CONNECTOR 5'-0" L/2 26 ' - 8 " I N V . MI N I M U M 4" PVC 70'-0" A (AUTO) OR B (CFL) ALTERNATE LOCATION OF COLLECTOR DRAIN IF NOT INSTALLED IN-LINE WITH CLEANOUTS 6" PVC SANITARY WYE OR "D" x 6" PVC REDUCING WYE 16" PVC SANITARY TEE OR "D" x 6" PVC REDUCING TEE 2 PIPE BOLLARD, REFER TO DETAIL ON CFL PROTOTYPE DRAWINGS GENERAL NOTES 1.REFER TO CANOPY MANUFACTURER'S DRAWINGS TO DETERMINE WHICH ROWS OF CFL CANOPY COLUMNS HAVE INTERNAL DOWNSPOUTS. PROVIDE CLEANOUTS. 2.REFER TO CFL PROTOTYPE DRAWINGS FOR CFL DISPENSER ISLAND (NOT SHOWN HEREON) DETAILS. 3.REFER TO CIVIL PROTOTYPE DRAWINGS SHEET CPC-1 FOR CFL CANOPY PAVEMENT DETAIL. SECTION "B-B" KEY NOTES 1."D" = SIZE OF ROOF DRAIN COLLECTOR PIPE. REFER TO PIPING PLAN TO VERIFY SIZE OF COLLECTOR PIPE. 2.REFER TO DIVISION OF WORK FOR G.C. CONNECTION TO ROOF DRAIN AT COLUMN. 2 16" PVC SANITARY WYE OR "D" x 6" PVC REDUCING WYE 16" PVC SANITARY TEE OR "D" x 6" PVC REDUCING TEE 1 CANOPY BASE - FIRST POUR PLAN AND ELEVATION NOT TO SCALE 2 CANOPY BASE - SECOND POUR PLAN AND ELEVATION NOT TO SCALE 4 SECTION "B-B" - INTERNAL DOWNSPOUT (CFL CANOPY COLUMNS) NOT TO SCALE COL. 3 SECTION "A-A" - INTERNAL DOWNSPOUT (AUTO CANOPY COLUMNS) NOT TO SCALE CONCRETE COVER, REFER TO CANOPY PLANS 8" COMPACTED STONE BASE COMPACTED SUBGRADE 8" COMPACTED STONE BASE COMPACTED SUBGRADE CONCRETE COVER, REFER TO CANOPY PLANS FINISH GRADE CANOPY ISLAND CONCRETE SLAB FINISH GRADE CANOPY ISLAND CONCRETE SLAB FINISH GRADE AUTO CANOPY ISLAND CONCRETE SLAB FINISH GRADE CFL CANOPY ISLAND CONCRETE SLAB 1' - 6 " M I N I M U M O R 3 ' - 0 " M I N I M U M (R E F E R T O C A N O P Y M A N U F A C T U R E R ' S D R A W I N G S ) 1' - 6 " M I N I M U M O R 3 ' - 0 " M I N I M U M (R E F E R T O C A N O P Y M A N U F A C T U R E R ' S D R A W I N G S ) FINISH GRADE PAVEMENT OR GRASS SUMP MUST BE CLEAN AT ACCEPTANCE OF PROJECT STANDARD CAST IRON NEENAH FOUNDRY COMPANY ROUND FRAME AND TYPE "C" GRATE RATED FOR HEAVY DUTY SERVICE AND SIZED FOR PRECAST UNIT ALTERNATE: SQUARE FRAME USE NEENAH 4810 WITH GRATE TYPE C OR R-3076 WITH GRATE TYPE V OR L. TYPE OF PIPE SIZES PERMITTED SERVICE AND USE PIPE SPECIFICATION INSTALLATION SPECIFICATION JOINT SPECIFICATION 4" - 12"SPECIAL N/ASTANDARD COUPLINGS4" - 6" ASTM D-2321 ASTM D-3212 ASTM F-477 ASTM C-443 ASTM F-405 ASTM D-3034 SDR 356" 8" - 12" AASHTO M294-S AASHTO M294-S AVAILABLE THROUGH 24" AVAILABLE THROUGH 30" SEE UNDERDRAIN DETAIL "X" SQUARE C.B. LARGEST PIPE DIA. "X" ROUND C.B. 24" 36" 30" 42" SIZE TABLE 42"48"48" LARGEST PIPE DIA. 24" 15" 30" 54"60"60"36" 72"72"48" 21" 33" "n" VALUES 0.013 0.012 0.012 0.010 0.01 INVERT ELEVATION - SEE PIPING PLAN BOTTOM ELEVATION - SEE PIPING PLAN SUMP MUST BE CLEAN AT ACCEPTANCE OF PROJECT 1.SEE GRADING AND/OR PIPING PLAN FOR TOP, INVERT, AND BOTTOM ELEVATIONS, SIZE, AND ARRANGEMENT OF INLET/OUTLET PIPING. 2.MORTAR ALL INLET, OUTLET PIPE OPENINGS WITH HYDRAULIC CEMENT GROUT. 3.REINFORCEMENT: PLACE #4 REBARS AT 8" ~ CENTER TO CENTER BOTH WAYS IN WALLS AND FLOOR. INCLUDE #4 REBAR RING AROUND ALL OPENINGS 12" AND LARGER. 4.ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. NOTE:PREFAB UNIT, MEETING STRENGTH EQUIVALENCE, MAY BE SUBSTITUTED IF APPROVED BY OWNER'S REP. 0.012 0.022 60" NOTE: TRAFFIC RATED REINFORCED PRE-CAST CONCRETE TOP TO BE USED WITH LARGER CATCH BASINS. VERIFY STRUCTURE SIZE IS ADEQUATE FOR MULTIPLE PIPES AND PIPE ANGLES. ASTM A-760 ASTM A-807 STANDARD COUPLINGS PREMIUM JOINTS N/A (VERIFY WITH LOCAL MUNICIPALITY) 0.012 ASTM D232112" - 60"AASHTO M330ASTM F2881 WATER TIGHT ASTM D-3212 SELECTED BACKFILL (CRUSHED STONE IN PAVED AREA. CLEAN SOIL FILL IN UNPAVED AREA.) AASHTO CLASS A-1, A-2 OR A-3 STONE PLACED IN 4" LIFTS SECTION NOT TO SCALE PAVEMENT Ø12" P I P E 6" M I N . Ø12" PIPE 6" MIN. 12 " M I N . 18 " M I N . FO R P I P E SI Z E S 9 6 " + ELASTOMERIC SEALS FOR JOINING PLASTIC PIPE (OIL RESISTANT) HIGH NITRILE (NBR), EPICHLOROHYDRIN (ECO), NEOPRENE (CR), POLYSULFIDE (T), OR FLUORO ELASTOMER (FPM) STANDARD SPECIFICATION FOR JOINTS FOR DRAIN AND SEWER PLASTIC PIPES USING FLEXIBLE ELASTOMERIC SEALS PIPE BEDDING PER DETAIL STANDARD PRACTICE FOR INSTALLATION OF FLEXIBLE THERMOPLASTIC SEWER PIPE STANDARD SPECIFICATION FOR TYPE PSM PVC SEWER PIPE AND FITTINGS STANDARD SPECIFICATION FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE ASTM C-76, ASTM C1479 CLASS 3, WALL B-TONGUE AND GROOVE WHEN OUTLETTING TO SURFACE GRADE FLARED END SECTION MUST BE USED PIPE BEDDING PER DETAIL BITUMINOUS MASTIC STANDARD SPECIFICATION FOR JOINTS FOR CIRCULAR CONCRETE SEWER AND CULVERT PIPE, USING RUBBER GASKETS (OIL RESISTANT) BELL & SPIGOT WITH POLYISOPRENE GASKET (SURE-LOK 10.8) PVC DOUBLE BELL COUPLER WITH GASKET (PRO LINK 10.8) BELL & SPIGOT WITH GASKET (SURE-LOK) USE GASKET IN FINE SOILS STANDARD COUPLERS (PRO LINK)ASTM D-2321 PIPE BEDDING PER DETAIL ASTM D-2321 PIPE BEDDING PER DETAIL SMOOTH LINED CORRUGATED HDPE N-12 BY ADVANCED DRAINAGE SYSTEMS (800) 733-9554 SURE-LOK BY HANCOR (800) 537-9520 REINFORCED CONCRETE (RCP) POLY-VINYL CHLORIDE (PVC) ASTM A-746 CLASS 50 STANDARD SPECIFICATION FOR DUCTILE IRON GRAVITY SEWER PIPE PIPE BEDDING PER DETAIL RUBBER GASKET COMPRESSION TYPE JOINT GASKET TO BE OIL RESISTANT NITRILE-BUTADIENE (NBR) PIPE SPECIFICATIONS Ø12" AND LARGER 8" AND LARGER 12" AND LARGER Ø12" AND LARGER POLYETHYLENE (PE) DUCTILE IRON (DI) CORRUGATED METAL PIPE (CMP) HIGH PERFORMANCE (HP) PIPING SANITARY SEWER STORM DRAINAGE STORM DRAINAGE STORM DRAINAGE STORM DRAINAGE UNDERDRAINS AND SEPTIC DISPOSAL FIELDS ONLY STORM DRAINAGE STORM DRAINAGE STANDARD SPECIFICATION FOR INSTALLING CORRUGATED METAL STRUCTURAL PLATE PIPE FOR SEWERS STANDARD SPECIFICATION FOR CORRUGATED METAL PIPE, METALLIC-COATED FOR SEWERS AND DRAINS STANDARD SPECIFICATION FOR CORRUGATED POLYETHYLENE TUBING AND FITTINGS EXTENDED REINFORCED INTEGRAL BELL AND GASKETED SPIGOT 1.MANHOLES SHOWN ON THE PLOT OR PIPING PLAN SHALL BE PRECAST CONCRETE AND CONSTRUCTED OF MATERIALS AND IN A MANNER MEETING THE SPECIFICATIONS OF ASTM C-478 AND THE PUBLIC AUTHORITY HAVING JURISDICTION. 2.SEE GRADING AND/OR PIPING PLAN FOR TOP AND INVERT ELEVATIONS, SIZE AND ARRANGEMENT OF INLET/OUTLET PIPING. 3.ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. 4.OBTAIN APPROVAL OF MANUFACTURER'S STRUCTURAL ENGINEER FOR DEPTHS EXCEEDING 10'. FOR SANITARY SEWERS ONLY 5.THE BOTTOM OF THE MANHOLE SHALL BE CONTOURED WITH CONCRETE TO CHANNEL THE FLOW THROUGH THE MANHOLE. 6.WHEN SPECIFIED ON THE PLANS, AN EXTERIOR "DROP" MANHOLE SHALL BE CONSTRUCTED PER LOCAL SPECIFICATIONS. 4" MIN. WIDE FLANGE INSTALL CONCRETE COLLAR PER DETAIL THIS PAGE IF IN ASPHALT PAVEMENT TOP ELEVATION - SEE GRADING PLAN STANDARD CAST IRON NEENAH FOUNDRY COMPANY RATED FOR HEAVY DUTY SERVICE FRAME AND COVER - MUST BE MARKED APPROPRIATELY AS SANITARY OR STORM MAX. 4 COURSES OF PRECAST ADJUSTING RINGS AS REQUIRED 32 " - 3 6 " C O N E 16'8"8" 18 " M I N . 4" M I N . IN UNMAINTAINED AREAS ALL HOLES IN PRECAST SECTIONS DUE TO FORMING TO BE PLUGGED WITH HYDRAULIC CEMENT RUBBERIZED BOOT. SANITARY SEWER ONLY INVERT ELEVATION - SEE PIPING PLAN CRUSHED STONE UNDER PIPE OPENINGS FOR ALL PIPE SHALL BE CAST IN PRECAST SECTIONS AND PROVIDED WITH RUBBERIZED BOOTS. SANITARY SEWERS ONLY CONCRETE SECTION O-RING GASKET OR ASPHALT MASTIC AT ALL JOINTS SLOPE 1"/FT. 12" MAX. SUMP FOR STORM SEWERS - SEE PIPING AND UTILITIES PLAN (VERIFY WITH LOCAL MUNICIPALITY) 6" THICK CRUSHED STONE (SAME AS PIPE BEDDING MATERIAL) 6" 4" 5" MIN. Ø48" FOR PIPE UP TO 24" 1' - 0 " 4' - 0 " S E C T I O N SECTION LESS THAN 4' IF REQUIRED PRECAST OR 8" THICK CAST-IN-PLACE 24"6" MIN. 24" 18" 6" MIN. DASHED TO EXCLUDE IF CURB IS PRESENT CURB IF SHOWN ON PLOT PLAN DASHED TO EXCLUDE IF CURB IS PRESENT CURB IF SHOWN ON PLOT PLAN ¼" WIDE X 2" DEEP (SAWED OR PREMOLDED INSERT) CONTRACTION JOINT. FILL JOINT WITH SEALANT. (4 REQUIRED). LOCATED EVERY 90 DEGREES. 8" CONCRETE MANHOLE COVER OR GRATE INSTALL SPIDER DRAINS PER CATCH BASIN DETAIL 2 AND 3 THIS SHEET ROUND FRAME AND GRATE NOTE: REFER TO GEOTECHNICAL REPORT FOR PLACEMENT RECOMMENDATION. INSTALL WHEN MANHOLE OR CATCH BASIN CASTING OCCURS AT LOW POINTS AND CLAYEY SUBGRADES. SEE DETAIL 2 AND 3 THIS SHEET. ·THE PRECAST CATCH BASIN UNIT SHALL CONFORM TO THE APPLICABLE STANDARD STATE D.O.T. SPECIFICATIONS AND ASTM C913. THE UNIT SHALL BE PROPERLY REINFORCED TO PREVENT DAMAGE DURING TRANSPORT AND INSTALLATION. ·SEE GRADING AND/OR PIPING PLAN FOR TOP, INVERT, AND BOTTOM ELEVATIONS, SIZE, AND ARRANGEMENT OF INLET/OUTLET PIPING. ·MORTAR ALL INLET, OUTLET PIPE OPENINGS WITH HYDRAULIC CEMENT GROUT. ·ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. SECTION SECTION TOP ELEVATION - SEE GRADING PLAN 12" EXPANSION JOINT 6" CURB SLOPE PER GRADING PLAN 12" EXPANSION JOINT MAX. 4 COURSES OF PRECAST ADJUSTING RINGS AS REQUIRED PRECAST CATCH BASIN UNIT BOTTOM ELEVATION - SEE PIPING PLAN PIPE INVERT ELEVATION - SEE PIPING PLAN 20" - 21" OPENING "X" SEE SIZE TABLE BELOW 5" MIN. 14" INSTALL CONCRETE COLLAR IF IN ASPHALT PAVEMENT PER DETAIL THIS PAGE 12" EXPANSION JOINT PAVEMENT SECTION, REFER TO SITE DETAILS 6" 12 " M I N . SU M P 6" THICK CRUSHED STONE (SAME AS PIPE BEDDING MATERIAL) SIDEWALLS MAY HAVE 2" THICK KNOCK-OUT RECESS. STORM SEWER APPLICATIONS ONLY *INSTALL SPIDER DRAIN 4" PERFORATED PVC PIPE (ASTM D-2729) WITH GEOTEXTILE SOCK; TYPICAL TWO OPPOSING SIDES; 10'-0" LONG MIN., SLOPE 1% TO CATCH BASIN. PIPE TO BE INSTALLED IN CONTACT WITH PAVEMENT AGGREGATE BASE IN THE SOIL SUBGRADE WITH A MINIMUM OF 18" DEPTH OF BURY BY 16" WIDE BED OF AGGREGATE STONE. AGGREGATE STONE AROUND SPIDER DRAIN MUST BE IN CONTACT WITH PAVEMENT AGGREGATE LEVEL TO ALLOW DRAINAGE BETWEEN THE TWO SUBSURFACE AREAS. AGGREGATE STONE AROUND SPIDER DRAIN MUST BE IN CONTACT WITH PAVEMENT AGGREGATE LEVEL TO ALLOW DRAINAGE BETWEEN THE TWO SUBSURFACE AREAS. #4 REINFORCING BAR RING FOR PIPES 12" AND LARGER CURB PER DRAWING CPC-2 INSTALL CONCRETE COLLAR IF IN ASPHALT PAVEMENT PER DETAIL THIS PAGE TOP ELEVATION PER GRADING PLAN 30" SQUARE HEAVY DUTY GRATE TO BE NEENAH #R-4880-C WITH FRAME. ANGLE FRAME TO BE SET AS PART OF CONCRETE BASIN. GRATE AND FRAME SHOWN ABOVE. PAVEMENT SECTION, REFER TO CPC-1 GEOTEXTILE FABRIC 8 OZ/SQ.YD., NON-WOVEN NEEDLE PUNCHED FABRIC INSTALL CONCRETE COLLAR IF IN ASPHALT, SEE DETAIL THIS SHEET 27"6"6" 3" CLEAR 39" SQUARE 3" CLEAR VA R I E S VA R I E S 2- 1 / 8 " 12" 14" P A V E M E N T LI P 15-7/8" 2- 1 / 8 " 31-3/4" SQUARE 12 " M I N . 12" EXPANSION JOINT WHEN ABUTTING CURB OR CONCRETE PAVEMENT. SEE DRAWING CPC-1 12" EXPANSION JOINT WHEN ABUTTING CURB OR CONCRETE PAVEMENT. SEE DRAWING CPC-1 *INSTALL SPIDER DRAIN 4" PERFORATED PVC PIPE (ASTM D-2729) WITH GEOTEXTILE SOCK; TYPICAL TWO OPPOSING SIDES; 4'-0" MIN., SLOPE 1% TO CATCH BASIN. PIPE TO BE INSTALLED IN SOIL SUBGRADE WITH A MINIMUM OF 18" DEPTH OF BURY BY 16" WIDE BED OF AGGREGATE STONE. 1 STANDARD MANHOLE NOT TO SCALE 2 STANDARD-DUTY CATCH BASIN NOT TO SCALE TO BE USED IN STANDARD-DUTY PAVEMENT AREAS ONLY. 3 HEAVY-DUTY CATCH BASIN NOT TO SCALE FOR OUTLETS UP TO 18" R.C.P. TO BE USED IN HEAVY-DUTY PAVEMENT AREAS. 5 STORM STRUCTURE CONCRETE COLLARS NOT TO SCALE SQUARE FRAME AND GRATE 6 PIPE BEDDING NOT TO SCALE 7 PIPE SPECIFICATIONS NOT TO SCALE SUMP MUST BE CLEAN AT ACCEPTANCE OF PROJECT ALTERNATE: STANDARD CAST IRON NEENAH FOUNDRY COMPANY COMBINATION FRAME AND TYPE GRATE RATED FOR HEAVY DUTY SERVICE AND SIZED FOR PRECAST UNIT; CONTRACTOR TO SUBMIT FOR APPROVAL BY ENGINEER "X" SQUARE C.B. LARGEST PIPE DIA. "X" ROUND C.B. 24" 36" 30" 42" SIZE TABLE 42"48"48" LARGEST PIPE DIA. 24" 15" 30" 54"60"60"36" 72"72"48" 21" 33" 60" NOTE: TRAFFIC RATED REINFORCED PRE-CAST CONCRETE TOP TO BE USED WITH LARGER CATCH BASINS. VERIFY STRUCTURE SIZE IS ADEQUATE FOR MULTIPLE PIPES AND PIPE ANGLES. (VERIFY WITH LOCAL MUNICIPALITY) ·THE PRECAST CATCH BASIN UNIT SHALL CONFORM TO THE APPLICABLE STANDARD STATE D.O.T. SPECIFICATIONS AND ASTM C913. THE UNIT SHALL BE PROPERLY REINFORCED TO PREVENT DAMAGE DURING TRANSPORT AND INSTALLATION. ·SEE GRADING AND/OR PIPING PLAN FOR TOP, INVERT, AND BOTTOM ELEVATIONS, SIZE, AND ARRANGEMENT OF INLET/OUTLET PIPING. ·MORTAR ALL INLET, OUTLET PIPE OPENINGS WITH HYDRAULIC CEMENT GROUT. ·ADDITIONAL MASONRY BRICK OR BLOCK WORK IS NOT PERMITTED TO MEET SURFACE ELEVATION. SECTION TOP ELEVATION - SEE GRADING PLAN MAX. 4 COURSES OF PRECAST ADJUSTING RINGS AS REQUIRED PRECAST CATCH BASIN UNIT BOTTOM ELEVATION - SEE PIPING PLAN PIPE INVERT ELEVATION - SEE PIPING PLAN "X" SEE SIZE TABLE BELOW 5" MIN. 6" VA R . SU M P 6" THICK CRUSHED STONE (SAME AS PIPE BEDDING MATERIAL) SIDEWALLS MAY HAVE 2" THICK KNOCK-OUT RECESS. STORM SEWER APPLICATIONS ONLY 4 STANDARD-DUTY COMB. INLET NOT TO SCALE NEENAH R-3076 , TYPE V OR L GRATE, R-3076-6B CURB HOODFINISH GRADE (BACK OF CURB) SEE GRADING PLAN CAST-IN-PLACE INVERTS FINISH GRADE PAVEMENT SECTION ALTERNATE CONDITION EXTERIOR WALL 4" PIPE TRANSITION PVC DOWNSPOUT SHOE, WITH CLEANOUT 1 14" x 316" W.I. STRAP- ANCHOR TO WALL WITH EXPANSION SHIELDS - PROTECT STRAP W/ ENAMEL PAINT PVC SOIL PIPE SEE DRAWINGS FOR SIZE AND LOCATION OF RAINWATER PIPING STEEL PLATE COVER GRADEFINISHED GRADE 10" PIPE WITH BELL WYEWYEPLUG FOOTING PITCH MAIN RUN - SIZE PER PLOT OR PIPING PLAN INVERT - SEE PIPING PLAN 6" LONG PIPE 45° ELL CONCRETE COLLAR CLEANOUT PLUG RISER SHALL BE Ø6" (WHEN THE MAIN RUN IS LESS THAN Ø6" THE RISER SHALL MATCH THE MAIN RUN PIPE SIZE) LIMITED ACCESS MANHOLE - WITH CAST IRON COVER. TWO STAINLESS STEEL FLUSH MOUNT BOLTS, CAST COVER WITH GALVANIZED STEEL SKIRT. BUNA-N GASKET. MEETS HS-20 LOAD RATING. 2' - 0 " PR E F E R R E D 8" 12" 12 " M I N . AB O V E G R A D E UNPAVED AREA SECTION (REMAINDER SAME AS AT RIGHT) NOT TO SCALE 1 DOWNSPOUT BOOT AND UTILITIES PIPE CLEAN-OUT NOT TO SCALE 12 18 24 30 36 42 48 12 18 24 30 36 42 48 NOTE: RIP-RAP CLASSIFICATION SPECIFICATIONS CLASS 2 RIP-RAP NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER GREATER THAN 16"; NO MORE THAN 50% OF THE STONE WILL HAVE A DIAMETER LESS THAN 12"; NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER LESS THAN 6"; THICKNESS OF THE RIP-RAP LINER WILL BE NO LESS THAN 16" CLASS 3 RIP-RAP NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER GREATER THAN 22"; NO MORE THAN 50% OF THE STONE WILL HAVE A DIAMETER LESS THAN 16"; NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER LESS THAN 8"; THICKNESS OF THE RIP-RAP LINER WILL BE NO LESS THAN 22" CLASS 4 RIP-RAP NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER GREATER THAN 27"; NO MORE THAN 50% OF THE STONE WILL HAVE A DIAMETER LESS THAN 22"; NO MORE THAN 10% OF THE STONE WILL HAVE A DIAMETER LESS THAN 10"; THICKNESS OF THE RIP-RAP LINER WILL BE NO LESS THAN 27" CULVERT SIZE D (in) RIP-RAP CLASS DEPTH OF APRON H (ft) EST. RIP-RAP QTY. (CY) EST. GEOTEXTILE QTY. (SY) LENGTH OF APRON L (ft) PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES 2 2 2 3 3 4 4 2 2 2 3 3 4 4 4 6 8 12.5 16 21 24 6 9 12 15 18 21 24 1.5 1.5 1.5 2 2 2.5 2.5 1.5 1.5 1.5 2 2 2.5 2.5 1 2.2 3.9 10.9 15.6 34.1 44.5 1.7 3.2 5.2 13.3 18.5 38.7 49.8 5 9 14 28 37 63 79 8 12 17 33 43 70 87 WITH END SECTION WITHOUT END SECTON A A BB 3 1 3 1 3 1 3 1 SECTION A-A GEOTEXTILE GEOTEXTILE NOTE: DESIGN ENGINEER TO VERIFY DIMENSIONS AND TYPE OF RIP-RAP WITH LOCAL/STATE REGULATIONS SECTION B-B ORIGINAL GROUND H MI N . H MI N . VARIABLE SLOPE VARIABLE SLOPE ORIGINAL GROUND PLAN VIEW CULVERT WITH STANDARD END SECTION PLAN VIEW CULVERT WITHOUT STANDARD END SECTION L 2' MIN. D D D 2' MIN. L 2' MIN. D D D 2' MIN. 2 PROTECTIVE APRON AT CULVERT OUTLET WITHOUT DITCH NOT TO SCALE RIP-RAP THICKNESS TO BE 3 TIMES THE AVERAGE STONE SIZE AND 6" MINIMUMTH K . VA R I E S ELEVATION NOT TO SCALE GEOTEXTILE FABRIC 4"-6" CRUSHED ROCK 4:1 MAX. IF USED IN SWALE OR DITCH LINE. 1.5:1 MAX. IF USED ON SIDE SLOPES. SUBGRADE FINISHED GRADE 1% M I N . S L O P E 3 RIP-RAP SPECIFICATONS NOT TO SCALE 4 REINFORCED CONCRETE HEADWALL NOT TO SCALE 6 CONCRETE FLUME NOT TO SCALE 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F DE F EX I T T H I S S I D E O N L Y CL E A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T DE F EX I T T H I S S I D E O N L Y CL E A R A N C E 1 6 ' - 6 " EN T E R EX I T EN T E R EX I T EN T E R EX I T 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20 , 0 0 0 G A L DS L 7, 0 0 0 G A L DE F 20 , 0 0 0 G A L DS L 12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F 20,0 0 0 G A L DSL 7,00 0 G A L DEF 20, 0 0 0 G A L DSL12, 0 0 0 G A L DSL PUL 8,00 0 G A L 20,0 0 0 G A L RUL F F F F F 20,0 0 0 G A L DSL 7,00 0 G A L DEF 20, 0 0 0 G A L DSL12, 0 0 0 G A L DSL PUL 8,00 0 G A L 20,0 0 0 G A L RUL F F F F F 20 , 0 0 0 G A L DS L 7,0 0 0 G A L DE F 20 , 0 0 0 G A L DS L12 , 0 0 0 G A L DS L PU L 8,0 0 0 G A L 20 , 0 0 0 G A L RU L F F F F F TREE PROTECTION NOT TO SCALE Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 100' along the fence. 2 TREE IN POORLY DRAINED SOIL NTS L_tree planting_compacted soil Root ball surface shall be positioned to be one - quarter above finished grade. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. Trunk caliper shall meet ANSI Z60 current edition for root ball size. 3x widest dimension of root ball. Bottom of root ball rests on existing or recompacted soil. Existing site soil added to create a smooth transition from the top of the raised root ball to the finished grade at a 15% max. slope. SECTION VIEW Existing soil. Original grade. Central leader. (See crown observations detail). Root ball modified as required. Round-topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Finished grade. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE1TREE STAKING - LODGE POLES (3) NTS L_tree staking_lodgepoles x 3 SECTION VIEW 6'- 0 " 2'- 0 " Three (3") two inch lodge pole stakes. Install approximately 2" away from the edge of the root ball. Stake location shall not interfere with permanent branches. 32" long non-abrasive rubber ties. PLAN VIEW Rubber tree ties. Lodge pole stakes. Remove nursery stake. If central leader needs to be straightened or held erect, it is acceptable to attach a 12" x 8' bamboo pole to the central leader and trunk. Prevailing wind. URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE 3 SHRUB - MODIFIED SOIL NTS pdet_shrub_modified soil Notes: 1- Shrubs shall be of quality prescribed in the root observations detail and specifications. 2- See specifications for further requirements related to this detail. Modified soil. Depth varies. (See specifications for soil modification). Root ball. 4" high x 8" wide round - topped soil berm above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace shrub. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Root ball rests on existing or recompacted soil. Existing soil. Finished grade. Shrub. SECTION VIEW URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE AIR STATIONAIR STATION DIESEL CANOPYDIESEL CANOPY DUMPSTERDUMPSTER ENTRY 1ENTRY 1 ENTRY 2ENTRY 2 EXIT 1EXIT 1 FUEL CANOPYFUEL CANOPY FUEL TANKSFUEL TANKS WALKWAY FROM DIESELWALKWAY FROM DIESEL WALKWAY FROM FUELWALKWAY FROM FUEL Luminaire Schedule Symbol Qty Tag Label Arrangement Description LLF Luminaire Lumens Luminaire Watts Total Watts 18 CY PCNY LED ALO2-16L SWW2-50K FP Single PCNY LED ALO2-16L SWW2-50K FPCL MVOLT_B 0.950 16336 99.79 1796.22 12 D1 PCNY LED ALO2-20L SWW2-50K FPCL MVOLT_B Single DIESEL CANOPY LIGHT (BLACK) 0.950 20794 127.8 1533.6 7 M WPX2-LED-50K-MVOLT-DBLXD Single EXTERIOR WALL PACK (BLACK) 0.950 6200 46.93 328.51 7 N SCNY LED ALO2-13L SWW2-50K PFL MVOLT DWHXD M3 Single EXTERIOR UNDER BLDG AWNING (BLACK) 0.950 3856 77.59 543.13 3 S1 RSX1-LED-P4-50K-MVOLT-DBLXD Single POLE MOUNTED, SINGLE (BLACK FINISH) 0.950 16573 133.14 399.42 1 S1-2 RSX1 LED P4 50K R4 MVOLT DBLXD (2 HEAD) 2 @ 90 degrees POLE MOUNTED, 2 @90 (BLACK FINISH) 0.950 16573 133.14 266.28 8 S2 RSX4 LED P4 50K R3S Single RSX4 LED P4 50K R3S 0.950 56828 430.6189 3444.951 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min SITE_Workplane Illuminance Fc 5.7 72.8 0.0 N.A. N.A. AIR STATION Illuminance Fc 16.3 21.9 12.7 1.29 1.72 DIESEL CANOPY Illuminance Fc 48.2 72.8 19.0 2.53 3.83 DUMPSTER Illuminance Fc 9.9 13.1 7.1 1.39 1.85 ENTRY 1 Illuminance Fc 2.7 7.6 0.2 13.25 38.00 ENTRY 2 Illuminance Fc 3.1 9.6 0.6 5.23 16.00 EXIT 1 Illuminance Fc 3.1 10.0 0.3 10.23 33.33 FUEL CANOPY Illuminance Fc 33.6 53.4 16.2 2.07 3.30 FUEL TANKS Illuminance Fc 6.8 13.1 2.7 2.51 4.85 WALKWAY FROM DIESEL Illuminance Fc 13.5 52.9 3.3 4.08 16.03 WALKWAY FROM FUEL Illuminance Fc 6.2 34.2 1.1 5.64 31.09 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 D1 MH: 16 N MH: 9 N MH: 9N MH: 9 N MH: 9N MH: 9 M MH: 12 M MH: 12 S2 MH: 33 S2 MH: 33 S2 MH: 33 S2 MH: 33 S2 MH: 33 S2 MH: 33 S2 MH: 33 N MH: 9 N MH: 9 S1 MH: 20 S1 MH: 20 S1 MH: 20 M MH: 12 M MH: 12M MH: 12M MH: 12M MH: 12 S2 MH: 33 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 CY MH: 14 S1-2 MH: 20 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.2 0.4 0.5 0.7 0.8 0.8 0.7 0.6 0.5 0.3 0.1 0.1 0.2 0.4 0.7 1.1 1.3 1.5 1.5 1.4 1.2 0.9 0.5 0.2 0.1 0.1 0.3 0.6 1.2 1.8 2.3 2.6 2.6 2.4 2.1 1.5 0.7 0.3 0.2 0.2 0.3 0.7 1.5 2.6 3.5 3.8 3.9 3.8 3.2 2.1 0.9 0.4 0.3 0.2 0.2 0.3 0.8 1.8 3.2 4.6 5.1 5.4 5.5 4.6 2.8 1.1 0.6 0.4 0.3 0.3 0.3 0.3 0.8 2.0 3.6 5.3 6.3 7.1 7.6 6.7 3.8 1.5 1.1 0.8 0.6 0.4 0.3 0.4 0.3 0.3 0.8 2.2 4.1 6.1 7.6 9.0 10.0 9.2 5.1 2.3 1.8 1.4 1.0 0.7 0.5 0.4 0.3 0.4 0.9 2.5 4.5 6.8 9.1 11.2 12.4 11.7 6.6 3.8 3.3 2.5 1.7 1.2 0.8 0.6 0.4 0.3 0.4 1.1 2.7 4.8 7.1 9.7 12.3 13.9 12.0 7.5 5.7 5.1 2.3 1.9 1.4 1.0 0.6 0.4 0.2 0.3 0.5 1.4 2.9 4.9 6.8 8.7 10.7 12.7 11.5 7.3 6.7 6.2 3.5 3.0 2.3 1.6 0.9 0.4 0.2 0.4 0.7 1.6 3.1 4.8 6.2 7.6 9.3 10.8 9.2 6.5 6.9 6.6 5.8 4.8 3.6 2.1 1.0 0.4 0.2 0.2 0.4 0.8 1.8 3.1 4.5 5.4 6.3 7.5 8.4 7.5 6.6 7.3 7.4 7.1 6.2 4.4 2.5 1.1 0.5 0.2 0.1 0.1 0.5 0.9 1.6 2.7 3.7 4.3 5.0 6.0 7.0 7.2 7.4 8.4 8.9 9.1 8.1 5.1 2.3 0.9 0.5 0.3 0.2 0.1 0.2 0.5 0.8 1.3 2.0 2.6 3.2 4.0 5.3 6.6 7.6 8.7 10.5 11.7 11.5 9.9 5.5 2.0 1.1 0.6 0.4 0.2 0.2 0.1 0.4 0.6 0.9 1.3 1.8 2.4 3.4 4.9 6.6 8.4 10.2 12.8 14.3 14.1 11.0 5.2 2.3 1.4 0.8 0.5 0.3 0.2 0.1 0.1 0.3 0.4 0.6 0.9 1.4 2.1 3.2 4.9 7.1 9.1 11.0 13.3 15.0 15.2 10.3 4.7 3.3 1.9 1.1 0.6 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.4 2.2 3.4 5.3 7.5 9.6 11.6 13.6 14.9 13.3 8.2 2.4 1.2 2.2 1.2 0.6 0.4 0.2 0.2 0.1 0.1 0.3 0.2 0.4 0.7 1.1 1.7 2.5 3.6 5.4 7.6 9.6 11.8 13.2 13.1 10.5 6.5 4.9 3.2 0.5 0.4 0.2 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.5 2.2 3.1 4.1 5.7 7.7 10.0 11.7 12.4 11.8 9.5 6.5 4.0 2.3 1.5 0.4 0.2 0.2 0.1 0.1 0.2 0.1 0.1 0.1 0.2 0.2 0.5 1.0 1.9 3.0 3.9 4.9 6.6 8.6 10.7 12.0 12.3 12.0 10.6 7.0 3.3 1.8 1.3 0.8 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.5 1.2 2.3 3.8 5.1 6.0 7.8 9.8 11.4 12.5 13.5 13.0 12.3 7.6 2.9 2.0 1.3 0.9 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 1.3 2.8 4.5 6.2 7.8 9.8 11.7 12.4 12.8 14.0 14.7 13.4 7.6 3.2 2.6 1.7 1.1 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 1.5 3.2 5.3 7.5 9.7 12.2 14.3 13.5 12.0 12.6 13.8 11.9 5.7 0.8 0.6 2.1 1.2 0.7 0.5 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.3 0.6 1.8 3.7 6.3 9.3 12.4 15.3 17.1 14.5 11.4 11.9 12.4 9.2 3.7 3.3 3.0 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.2 0.3 0.4 0.8 2.2 4.3 7.2 10.7 15.1 18.5 19.7 15.9 11.0 11.4 10.6 5.2 2.6 3.2 2.5 1.7 1.1 0.6 0.4 0.3 0.3 0.2 0.2 0.3 0.3 0.1 0.1 0.3 0.3 0.3 0.4 1.1 2.6 4.8 7.7 11.2 15.4 18.9 20.7 17.0 9.7 8.5 7.1 2.6 3.6 2.6 1.9 1.6 1.3 1.1 0.8 0.5 0.4 0.3 0.3 0.4 0.4 0.1 0.1 0.5 0.5 0.4 0.3 0.5 1.4 2.9 5.1 7.7 10.5 14.0 17.3 19.2 17.0 15.3 14.2 4.9 4.5 3.3 2.4 2.1 2.1 2.0 1.7 1.3 0.9 0.7 0.5 0.4 0.5 0.7 0.1 0.1 1.0 0.8 0.5 0.5 0.4 0.7 1.6 3.1 5.3 7.5 9.8 12.4 15.1 15.6 14.7 15.5 16.4 13.2 7.6 3.9 2.9 3.5 4.3 4.6 3.8 2.8 1.7 1.0 0.7 0.6 0.8 1.2 1.7 0.2 1.8 1.2 0.8 0.6 0.4 0.8 1.7 3.0 4.9 6.7 8.6 10.7 12.3 12.4 12.3 14.1 15.1 13.6 10.0 6.4 5.3 7.9 13.2 14.0 10.9 6.9 3.4 1.7 1.0 0.8 1.0 1.5 2.5 0.3 2.8 1.8 1.1 0.9 0.8 0.4 0.4 0.8 1.5 2.5 3.8 5.3 6.9 8.5 9.6 9.9 10.4 12.2 12.3 11.2 10.1 8.2 8.8 17.8 43.1 42.8 35.5 19.0 6.6 2.5 1.3 1.1 1.2 1.8 2.7 0.6 3.4 3.0 2.5 2.2 1.9 1.9 0.3 0.4 0.6 1.1 1.8 2.6 3.6 4.8 6.0 7.1 7.7 8.2 9.1 9.3 9.0 8.6 8.6 11.6 27.4 65.7 64.3 68.5 32.1 9.3 3.3 1.9 1.6 2.1 3.4 5.6 7.9 8.8 7.8 6.1 4.6 3.5 2.7 0.3 0.3 0.5 0.7 1.2 1.7 2.4 3.1 3.9 4.8 5.3 6.0 6.9 7.3 7.3 7.3 8.4 13.2 30.7 64.4 63.5 68.9 29.0 9.3 3.8 2.8 3.1 4.4 6.7 10.1 12.6 13.0 11.3 8.9 6.4 4.5 3.2 2.2 0.2 0.2 0.4 0.6 1.0 1.4 1.9 2.4 2.9 3.4 3.7 4.2 4.9 5.7 6.2 6.5 8.3 15.2 37.0 55.7 52.0 46.0 20.5 7.8 3.9 3.4 4.2 5.8 8.2 10.4 12.2 12.9 10.7 8.6 6.5 4.8 3.4 2.2 1.4 0.2 0.2 0.4 0.7 1.1 1.6 2.1 2.6 3.0 3.1 2.8 2.9 3.4 4.2 5.1 5.9 8.4 17.3 42.7 58.8 61.9 44.9 15.7 6.3 3.6 3.5 4.4 5.7 7.3 9.0 10.6 11.2 9.4 7.6 6.1 4.7 3.4 2.2 1.3 0.8 0.2 0.2 0.5 0.9 1.5 2.2 2.9 3.5 3.9 3.8 3.0 2.4 2.4 3.0 3.9 5.3 8.8 21.8 50.9 52.1 51.8 31.3 12.1 5.1 3.1 3.2 4.0 5.1 6.3 7.3 8.2 8.4 7.7 6.5 5.5 4.5 3.3 2.1 1.2 0.6 0.2 0.2 0.5 1.1 2.1 3.1 4.0 4.6 5.0 4.8 3.7 2.7 2.0 2.2 3.1 5.0 10.1 26.0 54.7 55.3 61.5 28.2 9.8 4.1 2.7 2.8 3.5 4.5 5.4 5.9 6.2 6.1 5.7 5.0 4.3 3.6 2.7 1.8 1.0 0.5 0.3 0.2 0.2 0.4 1.1 2.4 3.9 5.2 6.0 6.2 5.9 4.9 3.5 2.4 1.9 2.6 5.0 12.7 37.3 62.9 55.8 48.5 21.3 7.9 3.4 2.2 2.3 2.9 3.8 4.2 4.3 4.3 4.1 3.8 3.3 2.8 2.3 1.8 1.3 0.8 0.4 0.2 0.1 0.2 0.2 0.4 0.9 2.2 4.5 6.9 7.8 7.8 7.4 6.3 4.6 3.1 2.2 2.6 5.0 14.8 47.8 72.8 71.5 56.6 18.7 6.4 2.8 1.8 1.8 2.2 2.6 2.8 2.8 2.8 2.8 2.5 2.1 1.7 1.4 1.1 0.8 0.5 0.3 0.1 0.1 0.2 0.2 0.4 0.7 1.7 4.6 8.4 10.1 10.3 9.5 7.7 5.8 4.1 3.0 2.7 4.4 12.2 37.8 52.9 63.3 42.2 13.8 4.8 2.2 1.4 1.3 1.5 1.7 1.7 1.9 2.2 2.4 2.3 1.9 1.4 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.4 3.8 8.8 12.2 12.6 11.7 8.9 6.8 5.1 3.7 3.2 3.7 6.7 13.2 19.3 24.2 17.6 7.7 3.2 1.7 1.1 1.0 1.0 1.2 1.5 2.1 2.7 3.2 3.1 2.5 1.8 1.2 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.3 0.6 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6.5 4.2 3.2 3.6 18.6 7.3 6.9 8.6 10.6 12.2 10.9 6.7 3.0 1.7 1.0 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.7 1.4 2.5 4.0 6.1 10.5 10.6 7.0 5.4 8.9 20.4 11.6 6.0 12.2 6.0 6.1 7.5 8.3 7.6 5.7 0.9 3.3 2.1 1.2 0.7 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.2 0.3 0.4 0.5 0.7 1.3 2.3 3.2 4.3 6.0 6.2 5.0 4.5 4.5 6.1 5.1 5.0 11.9 22.1 34.2 26.5 3.4 4.5 4.4 4.8 5.3 4.7 3.3 2.9 3.7 1.0 2.6 1.8 1.2 1.0 0.9 0.8 0.7 0.5 0.3 0.1 0.2 0.4 0.6 0.8 1.0 1.4 2.1 2.8 3.6 4.3 4.1 3.6 3.3 2.5 1.9 1.7 1.8 2.2 2.9 4.2 7.3 11.5 3.3 2.0 2.7 3.6 4.0 3.9 4.2 2.8 2.0 2.2 2.8 1.3 1.7 2.4 2.1 1.9 1.8 1.5 1.1 0.6 0.4 0.1 0.2 0.5 1.0 1.3 1.6 1.8 2.2 2.7 3.3 3.9 4.2 3.8 3.2 2.3 1.6 1.3 1.2 1.2 1.3 1.5 1.7 1.8 1.6 1.8 2.9 4.6 6.8 8.8 7.0 3.5 2.0 1.7 2.1 2.6 2.3 2.7 3.5 3.4 2.7 2.1 1.5 0.8 0.2 0.4 0.8 1.4 2.0 2.4 2.7 3.3 3.8 5.0 7.4 7.4 6.2 4.8 3.4 2.5 2.0 1.6 1.4 1.3 1.2 1.2 1.1 1.3 1.8 2.8 4.1 5.8 9.8 11.0 7.2 4.4 2.6 2.3 2.8 3.2 3.8 4.9 4.8 3.5 2.8 1.8 1.0 0.3 0.3 0.6 1.3 2.2 2.8 3.4 4.6 5.5 6.1 10.7 26.9 23.0 17.5 12.4 7.2 6.6 4.9 3.5 3.1 2.5 2.1 1.9 1.6 1.7 2.1 2.8 3.4 4.3 5.8 6.3 5.1 4.1 2.9 2.5 3.1 4.4 6.0 9.6 8.7 5.2 3.5 2.1 1.2 0.3 0.4 0.9 1.8 3.2 4.3 5.2 8.0 8.4 8.9 17.2 47.4 38.9 49.0 31.6 16.2 27.0 14.9 9.6 10.3 6.6 5.3 4.6 3.6 3.3 3.2 3.4 3.7 4.1 4.5 4.2 3.7 3.3 2.4 2.0 2.3 3.7 5.9 8.5 8.3 5.6 3.3 1.8 1.2 0.2 0.3 0.8 1.8 4.0 6.8 9.9 15.8 11.6 10.7 23.1 50.7 34.4 42.6 26.4 23.6 50.1 24.4 24.9 41.3 16.4 18.7 17.2 9.4 9.6 7.3 5.8 5.5 4.8 4.6 4.5 3.9 3.0 2.0 1.2 0.9 1.0 1.4 2.2 1.9 1.2 0.9 0.6 0.6 0.1 0.2 0.4 0.9 2.4 5.9 13.3 21.9 14.4 11.2 19.3 37.0 31.8 53.1 22.8 28.8 43.1 20.8 29.3 38.9 21.3 42.4 38.9 20.7 38.9 19.2 15.5 16.9 9.3 8.9 8.4 6.5 4.4 2.3 1.1 0.7 0.6 0.8 1.4 1.1 0.5 0.3 0.2 0.1 0.1 0.3 0.5 1.1 2.5 8.6 12.7 10.5 8.8 9.0 10.7 12.3 15.9 12.0 22.2 33.0 17.8 42.1 38.4 21.6 41.4 28.1 25.2 44.6 24.6 34.3 46.1 18.4 30.6 26.4 20.2 11.8 3.9 1.4 0.7 0.5 0.5 0.6 0.5 0.3 0.2 0.1 0.1 0.1 0.2 0.4 0.8 2.3 6.7 6.4 4.9 4.6 4.1 3.9 3.9 4.4 4.6 6.7 8.3 8.9 18.2 17.5 17.7 42.6 24.3 32.6 46.9 21.9 35.6 32.5 21.7 45.3 40.5 53.4 25.9 5.6 1.7 0.7 0.4 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.3 0.6 1.9 3.8 4.0 3.2 2.8 2.2 1.7 1.5 1.6 1.8 2.1 2.6 3.3 4.6 5.3 7.0 10.6 10.3 17.8 23.0 17.2 42.8 30.3 24.4 52.3 36.6 42.7 19.0 5.1 1.6 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.4 2.1 2.4 2.2 1.9 1.4 1.0 0.7 0.7 0.8 0.9 1.0 1.3 1.6 1.9 2.3 3.0 3.6 5.0 6.2 7.2 11.9 11.7 16.0 32.0 32.0 46.5 14.3 3.8 1.3 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.1 1.2 1.3 1.3 1.3 1.2 1.0 0.6 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.8 1.0 1.1 1.4 1.7 2.0 2.5 3.3 3.9 5.6 8.2 10.5 11.8 5.8 2.1 0.9 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.8 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.5 0.6 0.7 0.9 1.0 1.2 1.5 1.9 2.4 2.9 2.9 1.9 1.0 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.9 0.7 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S H O L L Y S H E L T E R R O A D B A RBADOS B O U L E V A R D DEF EXIT THIS SIDE ONLY CLEARANCE 16'-6" ENTER EXIT ENTER EXIT ENTER EXIT ENTER EXIT 20,000 GAL DSL 7,000 GAL DEF20,000 GAL DSL 12,000 GAL DSL PUL 8,000 GAL 20,000 GAL RUL F F F F F GV WV GV H YD WV GV TPEDGV GV REVISIONS A B C 6 5 4 3 2 6 5 4 3 2 D THE SEAL & SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED & WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OR PARTS OF THE PROJECT. E 1 1 N O T F O R C O N S T R U C T I O N Engineer Name - 702 SE 5TH ST STE 50 BENTONVILLE, AR 72712 TEL: 479.579.9959 Engineer Number - A B C D E Drawings & Specifications as instruments of service are & shall remain the property of the Architect. They are not to be used on other projects or extensions to this project except by agreement in writing & with appropriate compensation to the Architect. Contractor is responsible for confirming and correlating dimensions at job site; the Architect will not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the project. Checked By:Drawn By: Date: Sheet Number: Title: Project #:Drawing Size: 24 x 36 ©Copyright 2026 C: \ U s e r s \ f i n n e g a n a \ D o c u m e n t s \ 2 4 1 5 6 _ C a s t l e H a y n e _ N C _ ME P _ R 2 3 _ f i n n e g a n a W N G M S . r v t 1 / 1 7 / 2 0 2 6 2 : 2 1 : 4 6 P M 7- E L E V E N 48 2 8 H O L L Y S H E L T E R R O A D CA S T L E H A Y N E , N C 2 8 4 2 9 01/17/2026 E0.2 SITE PHOTOMETRICS ADFADF 01/17/2026 24156 E0.2 N.T.S. 1 SITE PHOTOMETRICS NO. DATE DESCRIPTION