McDONALD'S WILSON, NC

Transcription

1 SITE PLAN SUBMITTAL FOR: McDONALD'S, NC LOCATION CODE: KHA PROJECT: PIN: SITE DATA TABLE SITE : OWNER / CLIENT: DESIGNER: ZONING: EXISTING USE: PROPOSED USE: BUILDING SETBACKS: FRONT YARD... LEFT SIDE YARD... RIGHT SIDE YARD... REAR YARD... PARKING REQUIREMENTS: BICYCLE PARKING REQUIREMENTS: PARKING PROVIDED:,, NC McDONALD'S USA, LLC 4601 SIX FORKS ROAD, STE 200 RALEIGH, N.C CHERYL HONEYCUTT cheryl.honeycutt@us.mcd.com PH: (919) , FAX: (919) KIMLEYHORN AND ASSOCIATES, INC. 333 FAYETTEVILLE STREET, STE 600 RALEIGH, NC BRIAN MICHOT, P.E. brian.michot@kimleyhorn.com PH: (919) , FAX: (919) GC (GENERAL COMMERCIAL) EXISTING RESTAURANT (DESTROYED FIRE) RESTAURANT WITH DRIVETHRU 30 FEET 10 FEET 30 FEET 30 FEET 1 SPACE PER 250 SF (4,894 / 250) = 19.5 = 20 SPACES MAXIMUM PARKING= 2 x MINIMUM PARKING REQ. 20 SPACES x 2= 40 SPACES MAXIMUM 1 SPACE PER 20 AUTO SPACES 40 / 20 = 2 SPACES SPACES 2 HANDICAP ACCESSIBLE SPACES SPACES 41 TOTAL SPACES BICYCLE PARKING PROVIDED: EXISTING SITE AREA: FUTURE SITE AREA: DISTURBED AREA: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: 4 STANDARD SPACES 41,882 SF (0.961 ACRES) 41,882 SF (0.961 ACRES) 29,620 SF ( 1.03 ACRES) 34,069 SF (0.782 ACRES) 34,644 SF (0.795 ACRES) PROPOSED BUILDING AREA: 4,894 SF PROPOSED FLOOR AREA RATIO: 0.11 (4,894/41,882) BLDG. COVERAGE PERCENTAGE: 11% (4,894/41,882*100) PROPOSED BUILDING HEIGHT: 1 STORY COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C1.0 COVER SHEET

2 COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C1.1 GENERAL NOTES

3 NORTH COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT EXISTING CONDITIONS C2.0

4 NORTH X COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C2.1 DEMO PLAN

5 NORTH COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT PHASE 1 EROSION CONTROL PLAN C2.2

6 NORTH McDONALD'S PARKING INFORMATION 2 (ADA) 60 SPACES 9' X 19.0' TOTAL SPACES SPACES 9' X 22.0' SPACES 9' X 19.0' SPACES 9' X 19.0' UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER WATER STORM SEWER 4" PVC BLDG TO EXITING C/O ON SITE CONNECTING TO HAYES PL 2" (DOMESTIC) COPPER BLDG TO EXISTING LINE ON SITE CONNECTING TO HAYES PL 15" RCP AS SHOWN ELECTRIC 4" CONDUIT OTHERS BLDG TO EXISTING TRANSFORMER GAS CONTRACTOR TO COORDINATE WITH GAS COMPANY BLDG TO RALEIGH ROAD PKWY PROVIDED : OF SURVEY: SURVEY INFORMATION JAMES MAUNEY & ASSOCIATES, P.A. PROFESSIONAL LAND SURVEYORS 6405 WILKINSON BLVD. SUITE 11, BELMONT, NC, PHONE: (704) JANUARY 10, 2014 COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C3.0 SITE PLAN

7 GENERAL SITE NOTES: 1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT "ONE CALL" AT FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. 1" 1" 18" 12" VAN ACCESSIBLE RESERVED PARKING VANACCESSIBLE SIGN AT VAN SPACE ONLY R78 GREEN (LETTERING/BORDER, ARROW) FIGURE (WHITE ON BLUE FIELD) WHITE (BACKGROUND) (STANDARD COLORS, ALL SIGNS) 9" MAXIMUM PENALTY $250 R78D OR LOCAL CODE * LOW DENSITY THERMOPLASTIC POLYETHYLENE 1/4" NORMAL WALL THICKNESS BUMPER POST SLEEVE IDEAL SHIELD, OR APPROVED EQUAL CAN DECREASE TO 60" WHEN PEDESTRIAN PATH FROM CAR TO WALK DOES NOT PASS OR UNDER SIGN. 2" GALVANIZED STEEL POST 2'85/8" 7'0" * PRIMED STEEL PIPE 4'33/8" 3'0" 3000 PSI CONCRETE COVER 2'0" DIA. SIGN BOLLARD DETAIL NTS NORTH 48" MINIMUM 1:50 SLOPE A STANDARD CURB TYPICAL SCORED JT. LOCATION VARIES VARIES 1:20 SLOPE RAMP (MAX) 5.0' MIN. (VARIES) (SEE SITE PLAN) A MAX 1:50 SLOPE LEVEL & CLEAR AREA NOT TO EXCEED 2% IN ANY DIRECTION VARIES 1:20 SLOPE RAMP (MAX) 1:50 SLOPE STANDARD CURB LIP OF CURB DEPRESSED CURB NEED FOR PAVEMENT STRIPING AT ACCESS RAMP TO BE DETERMINED ENGINEER (SEE SITE SHEET). 6'0" MINIMUM RAMP LENGTH (UNLESS OTHERWISE SPECIFIED) 20:1 MAXIMUM SLOPE CONCRETE FLUSH WITH CONCRETE SIDEWALK ACCESS RAMP 1/2" EXPANSION JOINT SECTION AA FLUSH HANDICAP WALK DETAIL COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C4.0 ADA ACCESSIBILITY PLAN AND DETAILS

8 NORTH LEGEND SF CL SILT FENCE OUTLET INLET PROTECTION SILT FENCE CLEARING LIMITS LP RELATIVE LOW POINT GRADE HP RELATIVE HIGH POINT GRADE TC TOP OF CURB ELEVATION PROPOSED SPOT ELEVATION CONSTRUCTION ENTRANCE EXISTING CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR SPILL CURB RD ROOF DRAIN PVC 1% MIN. SLOPE COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT GRADING AND PHASE 2 EROSION CONTROL PLAN C5.0

9 NORTH COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C6.0 UTILITY PLAN

10 PROVIDE 1" PVC WEEP 10' O.C. WHERE GRADES/DRAINAGE IS TOWARDS BACK OF CURB (GRAVEL BEDDING BEHIND CURB) 24" 1 1/2" R. 7" ASPHALT 8' MAX. POST SPACING 3000 PSI 28 DAYS ASPHALT NOTES: 3/4" 2'0" STANDARD CURB AND GUTTER 2" 2" PRE CAST CONC. WHEEL STOP WITH 2 #4 BARS 1" O X 18" LONG G.I. PIPE AT EACH END. DRIVE INTO GROUND. 12" 12" PROVIDE 1" PVC WEEP 10' O.C. WHERE GRADES/DRAINAGE IS TOWARDS BACK OF CURB (GRAVEL BEDDING BEHIND CURB) STANDARD CURB & GUTTER 24" BASE 2" X 4" STRINGER 1 1/2" R. 1" 4" X 4" POST 5" 3000 PSI 28 DAYS BASE REGULAR DUTY PAVEMENT SECTION 1" X PANEL 2"3" DIRT BACKFILL SPILL CURB & GUTTER SCORE CURB / VALLEY GUTTER AT 15' O.C. PROVIDE 1/2" EXPANSION JOINTS AT 90' O.C. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS. (A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.) FINISH ALL CONCRETE WITH CURING COMPOUND. CONCRETE PER SOILS REPORT 3/4" KEYED JOINT CONCRETE FOOTING AT ALL POST LOCATIONS 1" 2" SPACE 4" MAX SPACING FRONT VIEW 2" X 4" STRINGER 8" 2" 4" SPACE 4" X 4" POST STONE BASE PER SOILS REPORT CONSTRUCTION JOINT FRONT TOP VIEW 1" X PANEL CONCRETE PER SOILS REPORT FACE OF BUILDING., FOUNDATION WALL WHERE OCCURS 1/2" EXPANDABLE FILLER HEADER CURB ASPHALT PAVING 2" X 4" STRINGER 4" X 4" POST NOTES: SECTION STONE BASE PER SOILS REPORT EXPANSION JOINT 1) ALUMINUM NAILS FOR CEDAR. GALVANIZED NAILS FOR TREATED PINE 2) ALL POSTS TO BE ANCHORED WITH CONCRETE FOOTER 4" X 4" POST 4'0" 1 1/2" RADIUS (typ.) 1" X PANEL 8" 4" REAR VIEW PLAN CONCRETE WHEEL STOP 2" (typ.) STONE BASE PER SOILS REPORT SLAB EDGE WOOD PRIVACY FENCE DETAIL CONCRETE SLAB DETAIL A B 5' X 5' CLEAR, 2.00% MAXIMUM SLOPE HANDICAP LANDING OUTSIDE ALL DOORS AND TURNING AREAS. 4'0" (MIN.) CLEAR MAXIMUM 2% CROSS SLOPE PAINT YELLOW THANK YOU 3/4" SECTION BB CONTRACTION JOINT 1/2" EXPANSION JOINT 5'0" (MAX.) CONTRACTION JOINT 4" CONC. SLAB ON GRADE WITH OPTIONAL TILE FINISH PER McDONALD'S STANDARDS AND SPECIFICATIONS EXPANSION 20'0" O.C. CONTROL 5'0" O.C. PLAN 4" CONC. SLAB ON GRADE WITH TILE FINISH PER McDONALD'S STANDARDS AND SPECIFICATIONS EXPANSION 20'0" O.C. CONTROL 5'0" O.C. PAINT YELLOW PAINT YELLOW NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TTP1952D). UNPAINTED ASPHALT McDONALD'S "THANK YOU" PAINT YELLOW PAINT YELLOW UNPAINTED ASPHALT SPACED 45' 52' APART DRIVE THRU DETAIL 3'0" (typ.) 3'2" 6' 5'0" 1'R ASPHALT HOPPING TAMP CONCRETE SUBGRADE COMPACTED TO 98% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTMD 698) REFER TO SOILS REPORT IF AVAILABLE. THE WORD "DRIVETHRU" SHALL BE BEFORE THE ARROW AND ON EVERY 3RD OR 4TH ARROW 1'0" (typ.) 3'R 5'0" 4'0" SECTION AA OPTIONAL McDONALD'S CONCRETE SIDEWALK NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TTP1952D). McDONALD'S "DRIVETHRU" DIRECTIONAL ARROW McDONALD'S DOUBLE ARROW DETAIL NOTES: 1. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TTP1952D) " 52" SPACING. 3. DO NOT REPLACE DRIVETHRU ARROWS. DIRECTIONAL ARROWS NOTE: CONTRACTOR SHALL USE HOPPING TAMP ADJACENT TO CONCRETE. ASPHALT/CONCRETE TRANSITION COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C7.0 SITE DETAILS

11 3'0" 3" RAD. 12" CONCRETE CURB OPENING AND FLUME COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C8.0 SITE DETAILS

12 COUNCIL STAMP: ASBUILT REG. REAL E GENERAL AREA REAL E C9.0 SITE DETAILS

13 UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER BURY BOTTOM OF PLYWOOD NOTE: ALL PARTIALLY COMPLETED STORM DRAINS SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE DETAILS. STEEL FENCE POST (TYPICAL) 3/4" EXTERIOR PLYWOOD UPSTREAM END OF STORM DRAIN OVERFLOW 1/3 PIPE DIAMETER WASHED STONE FILTER ACROSS PIPE INLET HARDWARE CLOTH STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C10 EROSION CONTROL DETAILS

14 COUNCIL STAMP: ASBUILT REG. REAL E GENERAL AREA REAL E C11 MENU BOARD DETAILS

15 1' inside RW CAST IRON VALVE BOX W/ CHARLOTTE HUB CLEANOUT PLUG AND CAP BRASS NOTE: EASEMENT SHALL BE PROVIDED FOR SERVICE CONNECTION WHERE SERVICE CONNECTION IS PLACED OUTSIDE OF R/W DUE TO PHYSICAL CONSTRAINTS. 3'0" MAX. STOP AT R/W PLUG (DO NOT GLUE) 4" PVC VERTICAL SCH 40 PVC VERTICAL 4" SWEEP WYE SCH 40 PVC TEE BRANCH SLOPE MIN. 1% SERVICE LINE SCH 40 PVC 45 SANITARY TEE (SAME MATERIAL AS MAIN) INLINE WYE FITTING FOR NEW CONSTRUCTION OR ROMACCB SADDLE FOR TAP ON EXISTING SANITARY SEWER MAIN. SANITARY SEWER MAIN COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT C12 UTILITY DETAILS

16 AREA TO BE LANDSCAPED CODE REQUIREMENT SQUARE FEET/LINEAL FEET OF FRONTAGE TOTAL QUANTITY REQUIRED TOTAL QUANTITY PROVIDED COMMENTS CODE SECTION PARKING LOT PERIMETER PARKING LOT INTERIOR CONTINUOUS ROW OF SHRUBS 1 TREE PER 40 LF OF PARKING LOT PERIMTER 1 CANOPY TREE PER 12 SPACES NO PARKING SHALL BE MORE THAN 50' FROM THE BASE OF A TREE. PRIVATE DRIVE ISLANDS PLANTINGS 1 CANOPY TREE PLANTED AT 40 O.C. 430 lf 430/40 = ***11 TREES N/A 44/ 12 = 3.7 *4 INTERIOR TREES 3 DRIVE ISLAND TREES TREES= 8' MIN. HEIGHT & 2" CALIPER INSTALLED. TREES SHALL BE NATIVE, LOCALLY ADAPTED SPECIES. SHRUBS= MIN 18" DECIDUOUS AND 30" EVERGREEN AT TIME OF PLANTING UNDER STORY= 6' MIN. HEIGHT & 1" CALIPER INSTALLED * MET THROUGH PARKING LOT PERIMETER AND STREET YARD PLANTINGS *** 3 UNDER STORY TREES SUBSTITUTED FOR CANOPY TREES DUE TO OVERHEAD POWER CONFLICT C BUILDING PERIMETER 2 UNDERSTORY OR 10 SHRUBS OR EQUAL COMBINATION THEREOF TREES PER lf OF BUILDING FRONTAGE. UP TO 25% OF lf DEDICATED TO ENTRANCE WALKWAYS 160 lf 160x.25 = = / 40= 3 3x2= *6 TREES 3x10= *30 SHRUBS *3 TREES *15 TREES * BUILDING PERIMETER PLANTINGS FULFILLED USING COMBINATION OF BOTH SHRUBS AND UNDERSTORY TREES STREET PLANTINGS 'A' RALEIGH RD. PRKWY MIN: ***1 CANOPY TREE FOR EVERY 50 lf STREET FRONTAGE MAXIMUM SPACING OF 50' O.C. **217 LF 'A' = 217 LF/50 = 4.34 MIN: ***1 CANOPY TREE FOR EVERY 50 lf 'B' HAYES PLACE STREET FRONTAGE **130 LF 'B' = 130 LF/50 = 2.6 MAXIMUM SPACING OF 50' O.C. 3 NEW TREES TREES= 8' MIN. HEIGHT & 2" CALIPER INSTALLED. TREES EXISTING TREES SHALL BE NATIVE, LOCALLY ADAPTED SPECIES ** EXCLUDING 25'x25' SITE TRIANGLE TOTAL= 5 TREES ***3 NEW TREES TOTAL= 3 TREES TREES= 8' MIN. HEIGHT & 2" CALIPER INSTALLED. TREES SHALL BE NATIVE, LOCALLY ADAPTED SPECIES. ** EXCLUDING 25'x25' SITE TRIANGLE *** 3 UNDER STORY TREES SUBSTITUTED FOR CANOPY TREES DUE TO OVERHEAD POWER CONFLICT GROUNDCOVER ( REFER TO LANDSCAPE PLAN) SPACING VARIED SEE PLANT LIST NOTES: 1) FOR ROOT BALL ELEVATION: IN SANDY / WELL DRAINED SOIL CONDITIONS: SET TOP SURFACE ELEVATION OF ROOT BALL FLUSH WITH EXISTING GRADE. IN HEAVY CLAY / POORLY DRAINED SOIL CONDITIONS: SET TOP SURFACE ELEVATION OF ROOT BALL 1/4 1/3 OF ROOT BALL ABOVE EXISTING GRADE. PLAN EARTHEN SAUCER 4'' MIN. DOUBLE STRAND 12 GAUGE WIRE COVERED W/2PLY RUBBER HOSE PAINTED FLOURESCENT ORANGE STEEL TEE POST 6'' UNDISTURBED SUBGRADE PLACE ROOTBALL ON SOLID SUBGRADE NOT LOOSE BACKFILL MATERIAL 2''6'' 3 TIMES WIDTH OF ROOTBALL (6' MIN.) SECTION TREE STRAP DOUBLE STRAND 12 GAUGE WIRE COVERED W/2PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE WARNING FLAG 8' STEEL TEE POST ROOTBALL EARTHEN SAUCER 4" MULCH LAYER (TRIPLE SHREDDED HARDWOOD) EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF ROOT BALL (6' MIN.) FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES ARE NOT SMOOTH OR GLAZED. BACKFILL WITH SOIL PER SPECIAL PROVISIONS REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOT BALL STRAPS. REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC COVERING FROM ENTIRE ROOT BALL FINISH GRADE CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING PREPARED PLANT BED 8" MIN. DEPTH GROUNDCOVER PLANTING N.T.S. EXISTING GRADE OR PROPOSED GRADE SHRUB ON SLOPE PLANTING N.T.S. SUBGRADE 4" INCH MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) 4" LAYER OF MULCH IF SHRUB IS B&B, THEN REMOVE BURLAP & RODE FROM TOP 1/3 OF BALL BACK FILL MIX UNDISTURBED SUBSOIL EQUAL SPACING BETWEEN ALL PLANTS TYPICAL PLANTING BED PLAN TYP. PLANTING BED PLAN N.T.S. SHRUB PLANTING N.T.S. TYP. STAGGERED ROWS EDGE OF PLANTING BED 4" INCH MULCH (SEE LANDSCAPE NOTES FOR TYPE OF MULCH) IF SHRUB IS B&B, THEN REMOVE BURLAP & RODE FROM TOP 1/3 OF BALL BACK FILL MIX UNDISTURBED SUBSOIL REMOVE ANY BROKEN OR DEAD AND DISEASE LIMBS TYP. COLLAR MIN. 2" HT. 4" LAYER OF APPROVED MULCH 4" "V" TRENCH AROUND ENTIRE PLANTING BED EDGE OF PLANTING BED MIN. CUT ROOT AS NECESSARY IN CONTAINERIZED PLANTS THAT ARE ROOT BOUND UP TO MAX. CENTER OF BED 2"/FT TYP. BED MOUNDING N.T.S. SPACING VARIES SEE LANDSCAPE PLAN 10" PLANT MIX DEPTH TYPICAL PLANTING BED DETAIL N.T.S. GRADE EXISTING GRADE TAMP SOIL MIX UNDER EACH PLANT BALL TO MINIMIZE SETTLEMENT NOTES: 1. OMIT COLLAR AROUND EACH SHRUB WHEN IRRIGATION SYSTEM IS PRESENT. 2. INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE. 3. TAMP PLANTING MIX FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 4. SOAK EACH PLANT BALL AND PIT IMMEDIATELY AFTER INSTALLATION. NORTH COUNCIL STAMP: GENERAL REG. REAL E AREA REAL E ASBUILT L1.0 LANDSCAPE PLAN