Loading...
HomeMy WebLinkAboutfd pg3110m TRACT 3 o INV. OUT 435.93 P.B. 2010. PC. 674 -676 \ PIN NO. 9586 -78 -3233 I ZONING: COMM I LAND USE: VACANT .A1NGUON BOX TOP 437.14 300 INV. (FULL OF SA ) INV. OUT 435.24 I IPS BENCHMARK N I � fOp I ASEMENT PRIVATE ACCES`. C 676 p 44"a 46 60 P B. 2010- PG. Is 3 v COTTON SPIKE SET EaP .�_ �� INV. IN 436.96 I IN ASPHALT INV OUT 436.61 ELEV.-43T47' NAVO. 88 -� - ----SS 20' SEWER EASEMEN Ss� P. 20r10- , PG. 674 -676 -- �"- MANHOLE TOP 436.99 - SS --- ``�A5PHALT PAVNG-\ -- _- -_ - - ° INV. IN 429.79 -��- ° INV. OUT 429.69 Ss -- EA INLET 3L,L� I I TOP 436.45 AR 45 - - INV. (FULL OF SAW) I I � �� EOP I 30 "x30" R 1 -1 43-x.13 -- -- I { STOP SIGN IN 83'29'27 E 156.52 IPS K J I II I t I t£ I I I I I qpg I 433.66 1 I I �I U� n I 'I ell I I 1 I I CARLETTA R. CACEL I D.B. 1034, PC. 979 I LOT A PLAT CABINET F. SLIDE 240 -C PIN NO. 9586 -68 -8190 I ZONNC: RA -2( LAND USE: VACANT I $ 1 I I 1 I I I I I { PROPOSED LOCATION o OF PYLON SIGN OD I ' I X I 1 ° / I I N € I IPS I I € � I I ' I � I�I 'T1 'Tl ¢ In 700, =P v m� %��m, V N' O D 0 I I I 15' TYPE 'A' -_ 77 20' ETBA K LI 40- N N V O E11 I Z/' , i v KK I t No m ICI I cl �L p m � v_ I 1 H on13cl WI a m t^ Designer Scale WruR 11" = 20' Drawn By Date GAS /ALP 1/30/13 Checked By job No. UM 02120304 Harnett Cou E - #705283 North Carolina IPs CARO"'l-I, o { I I{ I I{ II I -i�30 "x30° I RI -i I STOP SIGN I 1 1 1 1 1 II I I I { { I{ II I RUCTION R1 -1 STOP SIGN - TEMPORARY END OF ROAD MARKERS Alk SITE DATA SITE AREA 52,011 SF 1.191 ACRES CURRENT USE: VACANT PROPOSED USE: FAMILY DOLLAR STORE (RETAIL) (DEVELOPMENT DATA '..STREET ADDRESS: XXX BUFFALO LAKE ROAD CURRENT ZONING: COMMERCIAL HARNETT COUNTY PIN: 9586 -98 -1436 DEED REFERENCE: DB 1145 PG 347 FLOOD PLAIN: ZONE X PANEL: 3710958600J. DATE OCT. 3, 2006 WATERSHED: CAPE FEAR LAND USE CLASSIFICATION: 3 IMPERVIOUS AREA 37,807 SF 0.868 ACRES 72.70% IMPERVIOUS COVER BUILDING SETBACKS REQUIRED PROVIDED FRONT (BUFFALO LAKE RD) 35 FT 64 FT REAR (EAST) 25 FT 90 FT SIDE (NORTH) 20 FT 87 FT SIDE (SOUTH) 20 FT 45.3 FT PROPOSED BUILDING HEIGHT 20' AFF PARKING SUMMARY PARKING REQUIRED 1 SPACE /300 SF GROSS FLOOR AREA 8250/300 28 SPACES TOTAL PARKING REQUIRED 28 SPACES REGULAR PROVIDED 43 SPACES HANDICAP PROVIDED 2 SPACES TOTAL PARKING PROVIDED 45 SPACES CROSS HATCHED AREA DENOTES HEAVY DUTY PAVEMENT. 8" CABC 1.75" 1 19.OB 1.25" S 9.5A PARKING AREA PAVEMENT LIGHT DUTY 6" CABC 1.75" 119.06 1.25" S 9.5A NCDOT R/W PAVEMENT SECTION 10" CABC OR 5" B25B 3" 119.06 AND 2" S9.56 ALL PAVEMENT MARKINGS SHALL BE WHITE PAINT NOTE: THE FINAL PAVEMENT DESIGN MUST BE PROVIDED BY THE OWNER'S GEOTECHNICAL CONSULTANT FOR SITE SPECIFIC CONDITIONS. ® o KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. SHEET NOTES: 1) ALL WORK MUST COMPLY WITH ICC /ANSI Al 17.1 -2003 2) THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF WORK ON THE SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES NOTED OR UTILITY LOCATION DIFFICULTIES. 3) PRIOR TO COMMENCEMENT OF GRADING OPERATIONS, THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF 48 HOURS IN ADVANCE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING A SITE HEALTH AND SAFETY PROGRAM COMPLIANT WITH LOCAL AND OSHA REGULATIONS. 5) UNLESS NOTED OTHERWISE, ALL SIGNS AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STANDARD HIGHWAY SIGNS MANUAL_ SIGNS SHALL BE AS FOLLOWS: STOP SIGN R1 -1, 30 "X30" DO NOT ENTER R5 -1, 30 "X30" MAXIMUM PENALTY R7 -8D VAN ACCESSIBLE R7 -8E 6) PAVEMENT SECTIONS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL REPORT AS PROVIDED BY SM &E INC. DATED AUG 3, 2012. 7) ALL CURB AND GUTTER IN PUBLIC RIGHT -OF -WAYS SHALL BE 30 -INCH WIDE. CURB AND GUTTER ON SITE SHALL BE 24 -INCH WIDE. GENERAL NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS & SPECIFICATIONS AND NCDOT, IF APPLICABLE. 2. BOUNDARY SURVEY PROVIDED BY WITHERS & RAVENEL, INC. 3. ALL REQUIRED PARKING SPACES SHALL BE 18.0' X 9.0' MIN. OR AS SHOWN ON PLANS. 4. ALL REQUIRED HANDICAP SPACES SHALL BE 18' X 8' MINIMUM OR AS SHOWN ON PLANS WITH A VAN ACCESSIBLE AISLE THAT IS 18' X 8' MINIMUM. 5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 6. PAVEMENT MARKING LINES FOR PARKING SPACES SHALL BE 4° WIDE WHITE PAINT. 7. SEE DETAILS FOR ACCESSIBLE PARKING AND SIGNAGE PLAN. 8. THE CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS FOR HARDSCAPE / SIDEWALK AREAS ADJACENT TO BUILDING. 9. SEE ARCHITECTURAL PLANS PLANS FOR EXACT BUILDING DIMENSIONS. DIMENSIONS SHOWN FOR REFERENCE ONLY. 10. BUFFALO LAKE ROAD IS ASPHALT. SIGHT DISTANCE NOTE NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO (2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE. FAMILY DOLLAR NOTES: 1) DUMPSTER PAD AND APRON SHALL BE MIN. 8° 3,500 PSI CONCRETE SLAB REINFORCED WITH MIN. #4 REBARS 012 -IN. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF THE SLAB. PROVIDE TWO (2) PIPE BOLLARDS PER FDS DETAIL AT THE REAR OF PAD BEHIND EACH DUMPSTER. 2) PROVIDE MIN. 8' x 8' x 4" THICK 3,50OPSI CONCRETE PAD WITH 1 -6" PIPE BOLLARD EACH CORNER OF THE PAD FURTHEST AWAY FROM THE BUILDING. REINFORCE CONCRETE PAD WITH MIN. 6X6 WI AXW I A WWF LOCATED IN THE UPPER THIRD OF THE SLAB. 3) PROVIDE MIN. 5' x 5' x 4" THICK 3,50OPSI CONCRETE PAD AT EVERY MAN DOOR THAT DOES NOT EXIT DIRECTLY TO A SIDEWALK. REINFORCE CONCRETE PAD WITH MIN. 6X6 W1.4XW1.4 WWF LOCATED IN THE UPPER THIRD OF THE SLAB. 4) PROVIDE 6° THICK 3,500 PSI CONCRETE PAD AT HVAC EQUIPMENT LOCATIONS. SIZE PER DETAIL IN ARCHITECTURAL PLANS OR BASED ON THE SIZE OF THE SELECTED EQUIPMENT. REINFORCED WITH MIN. #4 REBARS 012 -IN. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF THE SLAB. 5) ALL SIDEWALKS TO BE CONSTRUCTED OF MIN. 4" THICK 3,500 PSI CONCRETE. REINFORCE CONCRETE SIDEWALKS WITH MIN, 6X6 WI.4XWi.4 WWF. ALL S19DEWALKS SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING IN ANY DIRECTION. 6) PRECAST CONCRETE WHEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL. ALL WHEEL STOPS SHALL BE DOWELED TO THE PAVEMENT & LOCATED 2' FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CURB. WHEEL STOPS SHALL BE USED AS PARKING CONTROL ALONG THE BUILDING OR RETAINING WALL. ALL WHEEL STOPS SHALL BE PAINTED "SAFETY YELLOW" OR AS CODE REQUIRES. 7) ALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH THE USE OF PAINTING MACHINES AND /OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE FDS REQUIREMENTS OF SOLVENTBORNE APPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL STRIPING SHALL BE 4" WIDE AND SHALL BE STRAIGHT WITH A CLEAN EDGE. ALL DIRECTIONAL ARROWS, STOP BARS ETC. SHALL CONFORM WITH THE LATEST VERSION F THE 7 " 0 E MU CD MANUAL. 8) SEE SHEET C -1 "SITE PLAN CRITERIA" IN THE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. NOTES KEYED TO PLAN OA 24 -INCH CONCRETE CURB AND GUTTER O 3,500 PSI, 8" THK. CONCRETE, 4" CRUSHED ABC DUMPSTER PAD Bt 3,500 PSI, 4° THK. CONCRETE, SEE FDS NOTES ® 3,500 PSI, 4" THK. CONCRETE, SEE FDS NOTES ®3 3,500 PSI, 6" THK. CONCRETE, SEE FDS NOTES O MASONRY DUMPSTER ENCLOSURE W/ WOODEN GATE OD LIGHT DUTY ASPHALT PAVEMENT �E HEAVY DUTY ASPHALT PAVEMENT E1 NCDOT PAVEMENT SECTION O CONCRETE SIDEWALK, SEE FDS NOTES © ACCESSIBLE RAMP W/TRUNCATED DOMES a ACCESSIBLE PARKING SIGNAGE 0 LANDSCAPE AREA O CONCRETE TRANSFORMER PAD PER PROGRESS ENERGY REQUIREMENTS KO CONCRETE WHEEL STOPS LO BOLLARDS. TYPICAL WHERE SHOWN, SEE FDS NOTES O 24" STOP BAR. TYPICAL WHERE SHOWN, SEE FDS NOTES ON PAVEMENT MARKINGS. TYPICAL WHERE SHOWN, SEE FDS NOTES ® PARKING SPACE COUNT WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Drive ( ary, North Carolina 27511 tel: 919 469 -3340 www.withersravenel.com License No. C -0832 Sheet No. 8 . N FAMILY DOLLAR OIL // (8,250 SF) K Z -i-iI o F.F.E. = 436.67 1 0 o I o $i 1 42.0' I N --A I I B 0 LOADING /UNLOADING ZONE II I I g II I BI 7' L (SIDEWALK _ N m g 1.72 A I I 4+ A N 21'' SETBACK LINE _ - � � 3 C I --- TYPE ' A' BUFFER 3 A 15' - ^ _ Pp RIDGED L01 LEA 111E I S 83'21'37" W 221.55' IPS s o BE,011 1GC DNS I ��II 1 ALLIED INVl'.SrGRS, INC,. 1145, PG. I I N.567,p06,301 7.6957.' 70,252 FUTURE CROSS D.B. 347 A PART OF TRACT 1 ACCESS P,li. 2010. PG 674 -676 c A PART IF I PIN NO. 9586 -0 -1436 I $ 1 II ZONING: RA -20k & COVM ., I I LAND USE: VACANT I I9 I iI I ° I � I II I d I I I Ii I II I I GRAPHIC SCALE D N 20 0 10 20 1 40 r RE 9 I NOT APPR iI I C inch =20 it I ON O io�N2 A O��WN i I Designer Scale WruR 11" = 20' Drawn By Date GAS /ALP 1/30/13 Checked By job No. UM 02120304 Harnett Cou E - #705283 North Carolina IPs CARO"'l-I, o { I I{ I I{ II I -i�30 "x30° I RI -i I STOP SIGN I 1 1 1 1 1 II I I I { { I{ II I RUCTION R1 -1 STOP SIGN - TEMPORARY END OF ROAD MARKERS Alk SITE DATA SITE AREA 52,011 SF 1.191 ACRES CURRENT USE: VACANT PROPOSED USE: FAMILY DOLLAR STORE (RETAIL) (DEVELOPMENT DATA '..STREET ADDRESS: XXX BUFFALO LAKE ROAD CURRENT ZONING: COMMERCIAL HARNETT COUNTY PIN: 9586 -98 -1436 DEED REFERENCE: DB 1145 PG 347 FLOOD PLAIN: ZONE X PANEL: 3710958600J. DATE OCT. 3, 2006 WATERSHED: CAPE FEAR LAND USE CLASSIFICATION: 3 IMPERVIOUS AREA 37,807 SF 0.868 ACRES 72.70% IMPERVIOUS COVER BUILDING SETBACKS REQUIRED PROVIDED FRONT (BUFFALO LAKE RD) 35 FT 64 FT REAR (EAST) 25 FT 90 FT SIDE (NORTH) 20 FT 87 FT SIDE (SOUTH) 20 FT 45.3 FT PROPOSED BUILDING HEIGHT 20' AFF PARKING SUMMARY PARKING REQUIRED 1 SPACE /300 SF GROSS FLOOR AREA 8250/300 28 SPACES TOTAL PARKING REQUIRED 28 SPACES REGULAR PROVIDED 43 SPACES HANDICAP PROVIDED 2 SPACES TOTAL PARKING PROVIDED 45 SPACES CROSS HATCHED AREA DENOTES HEAVY DUTY PAVEMENT. 8" CABC 1.75" 1 19.OB 1.25" S 9.5A PARKING AREA PAVEMENT LIGHT DUTY 6" CABC 1.75" 119.06 1.25" S 9.5A NCDOT R/W PAVEMENT SECTION 10" CABC OR 5" B25B 3" 119.06 AND 2" S9.56 ALL PAVEMENT MARKINGS SHALL BE WHITE PAINT NOTE: THE FINAL PAVEMENT DESIGN MUST BE PROVIDED BY THE OWNER'S GEOTECHNICAL CONSULTANT FOR SITE SPECIFIC CONDITIONS. ® o KNOW WHAT'S BELOW. CALL BEFORE YOU DIG. SHEET NOTES: 1) ALL WORK MUST COMPLY WITH ICC /ANSI Al 17.1 -2003 2) THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS PRIOR TO COMMENCEMENT OF WORK ON THE SITE. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES NOTED OR UTILITY LOCATION DIFFICULTIES. 3) PRIOR TO COMMENCEMENT OF GRADING OPERATIONS, THE CONTRACTOR SHALL CONTACT 811 A MINIMUM OF 48 HOURS IN ADVANCE. 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING A SITE HEALTH AND SAFETY PROGRAM COMPLIANT WITH LOCAL AND OSHA REGULATIONS. 5) UNLESS NOTED OTHERWISE, ALL SIGNS AND STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND STANDARD HIGHWAY SIGNS MANUAL_ SIGNS SHALL BE AS FOLLOWS: STOP SIGN R1 -1, 30 "X30" DO NOT ENTER R5 -1, 30 "X30" MAXIMUM PENALTY R7 -8D VAN ACCESSIBLE R7 -8E 6) PAVEMENT SECTIONS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL REPORT AS PROVIDED BY SM &E INC. DATED AUG 3, 2012. 7) ALL CURB AND GUTTER IN PUBLIC RIGHT -OF -WAYS SHALL BE 30 -INCH WIDE. CURB AND GUTTER ON SITE SHALL BE 24 -INCH WIDE. GENERAL NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS & SPECIFICATIONS AND NCDOT, IF APPLICABLE. 2. BOUNDARY SURVEY PROVIDED BY WITHERS & RAVENEL, INC. 3. ALL REQUIRED PARKING SPACES SHALL BE 18.0' X 9.0' MIN. OR AS SHOWN ON PLANS. 4. ALL REQUIRED HANDICAP SPACES SHALL BE 18' X 8' MINIMUM OR AS SHOWN ON PLANS WITH A VAN ACCESSIBLE AISLE THAT IS 18' X 8' MINIMUM. 5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 6. PAVEMENT MARKING LINES FOR PARKING SPACES SHALL BE 4° WIDE WHITE PAINT. 7. SEE DETAILS FOR ACCESSIBLE PARKING AND SIGNAGE PLAN. 8. THE CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS FOR HARDSCAPE / SIDEWALK AREAS ADJACENT TO BUILDING. 9. SEE ARCHITECTURAL PLANS PLANS FOR EXACT BUILDING DIMENSIONS. DIMENSIONS SHOWN FOR REFERENCE ONLY. 10. BUFFALO LAKE ROAD IS ASPHALT. SIGHT DISTANCE NOTE NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN, PARKED VEHICLE, OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO (2) FEET AND EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE. FAMILY DOLLAR NOTES: 1) DUMPSTER PAD AND APRON SHALL BE MIN. 8° 3,500 PSI CONCRETE SLAB REINFORCED WITH MIN. #4 REBARS 012 -IN. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF THE SLAB. PROVIDE TWO (2) PIPE BOLLARDS PER FDS DETAIL AT THE REAR OF PAD BEHIND EACH DUMPSTER. 2) PROVIDE MIN. 8' x 8' x 4" THICK 3,50OPSI CONCRETE PAD WITH 1 -6" PIPE BOLLARD EACH CORNER OF THE PAD FURTHEST AWAY FROM THE BUILDING. REINFORCE CONCRETE PAD WITH MIN. 6X6 WI AXW I A WWF LOCATED IN THE UPPER THIRD OF THE SLAB. 3) PROVIDE MIN. 5' x 5' x 4" THICK 3,50OPSI CONCRETE PAD AT EVERY MAN DOOR THAT DOES NOT EXIT DIRECTLY TO A SIDEWALK. REINFORCE CONCRETE PAD WITH MIN. 6X6 W1.4XW1.4 WWF LOCATED IN THE UPPER THIRD OF THE SLAB. 4) PROVIDE 6° THICK 3,500 PSI CONCRETE PAD AT HVAC EQUIPMENT LOCATIONS. SIZE PER DETAIL IN ARCHITECTURAL PLANS OR BASED ON THE SIZE OF THE SELECTED EQUIPMENT. REINFORCED WITH MIN. #4 REBARS 012 -IN. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER THIRD OF THE SLAB. 5) ALL SIDEWALKS TO BE CONSTRUCTED OF MIN. 4" THICK 3,500 PSI CONCRETE. REINFORCE CONCRETE SIDEWALKS WITH MIN, 6X6 WI.4XWi.4 WWF. ALL S19DEWALKS SHALL HAVE TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING IN ANY DIRECTION. 6) PRECAST CONCRETE WHEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL. ALL WHEEL STOPS SHALL BE DOWELED TO THE PAVEMENT & LOCATED 2' FROM EDGE OF OBSTRUCTION, EDGE OF PAVEMENT, OR FACE OF CURB. WHEEL STOPS SHALL BE USED AS PARKING CONTROL ALONG THE BUILDING OR RETAINING WALL. ALL WHEEL STOPS SHALL BE PAINTED "SAFETY YELLOW" OR AS CODE REQUIRES. 7) ALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH THE USE OF PAINTING MACHINES AND /OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE FDS REQUIREMENTS OF SOLVENTBORNE APPLICATION RECOMMENDATIONS STATED BELOW. PARKING STALL STRIPING SHALL BE 4" WIDE AND SHALL BE STRAIGHT WITH A CLEAN EDGE. ALL DIRECTIONAL ARROWS, STOP BARS ETC. SHALL CONFORM WITH THE LATEST VERSION F THE 7 " 0 E MU CD MANUAL. 8) SEE SHEET C -1 "SITE PLAN CRITERIA" IN THE ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION AND SPECIFICATIONS. NOTES KEYED TO PLAN OA 24 -INCH CONCRETE CURB AND GUTTER O 3,500 PSI, 8" THK. CONCRETE, 4" CRUSHED ABC DUMPSTER PAD Bt 3,500 PSI, 4° THK. CONCRETE, SEE FDS NOTES ® 3,500 PSI, 4" THK. CONCRETE, SEE FDS NOTES ®3 3,500 PSI, 6" THK. CONCRETE, SEE FDS NOTES O MASONRY DUMPSTER ENCLOSURE W/ WOODEN GATE OD LIGHT DUTY ASPHALT PAVEMENT �E HEAVY DUTY ASPHALT PAVEMENT E1 NCDOT PAVEMENT SECTION O CONCRETE SIDEWALK, SEE FDS NOTES © ACCESSIBLE RAMP W/TRUNCATED DOMES a ACCESSIBLE PARKING SIGNAGE 0 LANDSCAPE AREA O CONCRETE TRANSFORMER PAD PER PROGRESS ENERGY REQUIREMENTS KO CONCRETE WHEEL STOPS LO BOLLARDS. TYPICAL WHERE SHOWN, SEE FDS NOTES O 24" STOP BAR. TYPICAL WHERE SHOWN, SEE FDS NOTES ON PAVEMENT MARKINGS. TYPICAL WHERE SHOWN, SEE FDS NOTES ® PARKING SPACE COUNT WITHERS & RAVEN EL ENGINEERS I PLANNERS I SURVEYORS 111 MacKenan Drive ( ary, North Carolina 27511 tel: 919 469 -3340 www.withersravenel.com License No. C -0832 Sheet No. 8 .