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HomeMy WebLinkAboutSW5200201_Plan (Prop. Site)_20200413EXISTING 60' PUBLIC R/WLEE STREETE X I S T I N G P U B L I C R / W M A N N S T R E E T E X . 2 0 ' A L L E Y O R S T R E E T (F O R M E R L Y M A N N S T R E E T ) P B 7 0 P G 3 0 4 EXISTING 66' PUBLIC R/W ELM STREETEXISTING 66' PUBLIC R/WMARKET STREETE X I S T I N G 6 6 ' P U B L I C R / W B R O C K L Y N S T R E E T XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X XXXXX XXXXXXX X X XXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXN34°28'18"E642.01'S 5 5 ° 1 5 ' 3 3 " E 30 0 . 4 1 'XFMRXFMRX XXXXXXXXXXN/F TOWN OF BENSON DB 00060 PG 0185 PIN 153911-55-7124 XXXN/F STATE OF NORTH CAROLINA DB 00572 PG 0584 PIN 153918-41-2350 SSWM SSSSN 5 5 ° 1 5 ' 3 3 " W 29 7 . 3 9 'N34°45'04"E642.00'N 5 5 ° 1 5 ' 3 3 " W 62 9 . 4 9 'N34°45'04"E679.08'S34°43'27"W1237.44'X X XXXXXXXXXX X X X X X X X X X X X X XX XX X XX XX XXXX X X X X XX XX XXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX XXXXX XXXXXXXXXXXXXXXXXX XXXXX X XX XX CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXCBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXMEDIUM DUTY ASPHALT PAVEMENT PAVEMENT LEGEND HEAVY DUTY ASPHALT PATCH CONCRETE SIDEWALK TURF ATHLETIC & PLAY FIELDS N SCALE IN FEET 60'120'30'60' SCALE: 1 IN = 60 FT SCALE IN FEET HORIZONTAL 0 THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS DRAWN BY:WZS CHECKED BY:WZS DRAWING DATE: SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER: 2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-02 OVERALL SITE LAYOUTSITE PLAN LEGEND GENERAL NOTES: 1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED. 2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS. 3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED. 4. AREAS COMPUTED BY THE COORDINATE METHOD. 5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD. 6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES. 7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM 3720152800K DATED OCTOBER 3, 2006. 8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC. FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA. 9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE. 10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE TOWN OF BENSON. 11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN ORDINANCE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT). 14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BENSON STANDARDS AND SPECIFICATIONS. IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBING EXISTS. MULTI-USE FIELDS 3.02 ACRES PROPOSED ON-STREET PARKING EXISTING BASEBALL FIELD 1 EXISTING BASEBALL FIELD 2 PROPOSED LITTLE LEAGUE FIELD 3 PROPOSED LITTLE LEAGUE FIELD 4PROP. FIELD HOUSE SITE DATA TABLE PHYSICAL ADDRESS:0 MARKET STREET 310 S. LEE STREET JOHNSTON CO. PIN:153918-42-2201 153918-41-6945 PROPERTY AREA:4.59 ACRES (0 MARKET ST.) 18.46 ACRES (310 S. LEE ST.) PROJECT AREA:6.86 ACRES +/- 23.05 ACRES TOTAL ZONING DISTRICT:RA (0 MARKET ST.) & B-2 (310 S. LEE ST.) OVERLAY DISTRICT:NONE MAXIMUM BLDG HEIGHT:35 FEET MAXIMUM BLDG COVERAGE:35% (RA DISTRICT) & 50% (B-2 DISTRICT) MAXIMUM IMPERVIOUS AREA:50% (RA DISTRICT) & 75% (B-2 DISTRICT) PERIMETER YARDS & SETBACKS: RA DISTRICT (NON RESIDENTIAL USE): STREET:35 FEET SIDE YARD (INTERIOR):15 FEET SIDE YARD (TOTAL):30 FEET SIDE YARD (STREET):25 FEET REAR:30 FEET B-2 DISTRICT: STREET YARD (MIN.):NONE STREET YARD (MAX.):10 FEET SIDE YARD (INTERIOR):30 FEET SIDE YARD (STREET):30 FEET REAR:20 FEET PARKING REQUIREMENT, PER UDO:AS DIRECTED BY THE PLANNING DIRECTOR PROPOSED USE:PARK/OPEN SPACE OUTDOOR RECREATION PARKING PROVIDED:48 PROPOSED SPACES C-03 C-04 4" PORTLAND CEMENT CONCRETE 3,000 PSI SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY BY ASTM 698 STANDARD PROCTOR METHOD CONCRETE SIDEWALK PAVEMENT SECTION NOT TO SCALE 2" SURFACE COURSE NCDOT SUPERPAVE SF-9.5A 6" NCDOT CABC STONE SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY BY ASTM 698 STANDARD PROCTOR METHOD 1.5" INTERMEDIATE COURSE-SUPERPAVE I-19.0B 8" NCDOT CABC STONE SUBGRADE COMPACTED TO 98% OF MAXIMUM DRY DENSITY BY ASTM 698 STANDARD PROCTOR METHOD 1.0" SURFACE COURSE NCDOT SUPERPAVE SF-9.5A MEDIUM DUTY ASPHALT PAVEMENT NOT TO SCALE HEAVY DUTY ASPHALT PAVEMENT NOT TO SCALE C-05 C-06 C-07 C-08 C-09 C-11 C-10 C-12 EX. 20' ALLEY OR STREET(FORMERLY MANN STREET)PB 70 PG 304EXISTING 66' PUBLIC R/W ELM STREET EXISTING 66' PUBLIC R/W MARKET STREET EXISTING 66' PUBLIC R/WBROCKLYN STREETXXXXXXXXXXXX X X X X X X X XXXX X X X X X X XXX X XXXXX XXXXXXX X X X X X X X X X X X X X X X X X X X XXXXXXXXX X X X X XS55°15'33"E300.41'N34°28'18"E 642.01' PINE PINE PINE OAK OAK PINE PINE PINE PINE PINE PINE PICNIC SHELTER PICNIC SHELTER PLAY AREA ASPHALT A S P H A L T T R A C K SS S N55°15'33"W297.39'N34°45'04"E 642.00' N34°45'04"E 679.08' MULTI-USE PLAY FIELDS 3.02 ACRES TOTAL 10.39' (TYP.) 9' (TYP.) 19.8' (FROM F/C TO END OF STRIPING 60° R3' R8'R3' R8' R3'R8'R3' R8' TIE TO EX. CURB & GUTTERMATCH EX. EDGE OF PAVEMENT 10 7 9 11 19.53' EX. PAVEMENT TIE TO EX. EOP 4" WHITE PARKING STALL STRIPING (PAINTED)-TYP. MEDIUM DUTY ASPHALT PAVEMENT (REFER TO DETAIL) 9'93.53'9'62.35'9'83.14'9'103.92' EX. RIGHT-OF-WAY 268.23' 488.42' EXISTING BASEBALL FIELD 1 EXISTING BASEBALL FIELD 2 10' LANDSCAPED PARKING BUFFER 10' LANDSCAPED PARKING BUFFER 12' 15.95' 12' 11 R8' 12.19' 103.92' 9' 5' R/W DEDICATION 5' R/W DEDICATION R3' FULL DEPTH HD ASPHALT PATCH-REFER TO GRADING PLAN CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXCBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXMEDIUM DUTY ASPHALT PAVEMENT PAVEMENT LEGEND HEAVY DUTY ASPHALT PATCH CONCRETE SIDEWALK TURF ATHLETIC & PLAY FIELDS N30'60' SCALE IN FEET 15'30' SCALE: 1 IN = 30 FT SCALE IN FEET HORIZONTAL 0 THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS DRAWN BY:WZS CHECKED BY:WZS DRAWING DATE: SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER: 2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-03 PARTIAL SITE LAYOUT PLAN ISITE PLAN LEGEND GENERAL NOTES: 1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED. 2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS. 3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED. 4. AREAS COMPUTED BY THE COORDINATE METHOD. 5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD. 6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES. 7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM 3720152800K DATED OCTOBER 3, 2006. 8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC. FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA. 9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE. 10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE TOWN OF BENSON. 11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN ORDINANCE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT). 14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BENSON STANDARDS AND SPECIFICATIONS. IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBING EXISTS. MATCHLINE REFER TO C-04 EXISTING 60' PUBLIC R/W LEE STREETEXISTING PUBLIC R/WMANN STREETX X X X X X X X X X XXXXXXXXXXXX X X X XXXXXXXXXXXXXXXXXXX XXXXXXX X XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X XFMR XFMR X X X X EX. DUGOUT EX. DUGOUTEX. DUGOUTEX. DUGOUTASPHALT TRACK ASPHALT CONC. S/W CONC. S/WCONC. S/W EX. CHAIN LINK FENCE EX. CHAIN LINK FENCE EX. CHAIN LINK FENCE WMS S N55°15'33"W629.49'N55°15'33"W629.49'S34°43'27"W 1237.44'S34°43'27"W 1237.44'XXXXXX XXXX X X XXXXXXXXXXXX X X X X X X X X X XXX XXXX X XXXXXX X X X X X X X X X X XXXXXXXXX38.69' 6' 79.48' 8' 54.69' 8' 6' 53.4' 38.69' 38.69' 6' 8'72.76' EX. BASKETBALL COURT TO REMAIN LITTLE LEAGUE BASEBALL FIELD 3 (REFER TO DETAIL) LITTLE LEAGUE BASEBALL FIELD 4 (REFER TO DETAIL) EXISTING BASEBALL FIELD 2 EXISTING BASEBALL FIELD 1 DUGOUT DUGOUT DUGOUTDUGOUTPROPOSED FIELD HOUSECONC. S/W CONC. S/W CONC. S/W EX. FENCE TO REMAIN EX. FENCE TO REMAIN CONNECT TO EX. CONCRETE SIDEWALK 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE EX. OVERHEAD LIGHT POLE TO REMAIN 10.43' 14.79' 3.54' 3.5' EX. OVERHEAD LIGHT POLE TO REMAIN-INSTALL SIDEWALK AROUND POLE BASE 14.59' 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE 6' CHAIN LINK FENCE EX. CONCRETE S/W 5.93' EX. FENCE TO REMAIN 15' 185.36' 200' 182.61' 200' 15' 13.58'13.58' 13.58' 12' SWINGING GATE W/ LOCKING HASP (TWIN 6' LEAF) 12' SWINGING GATE W/ LOCKING HASP (TWIN 6' LEAF) 12' SWINGING GATE W/ LOCKING HASP (TWIN 6' LEAF) 30.27'30.27' 6' TALL CHAIN LINK PROTECTIVE FENCE 6' TALL CHAIN LINK PROTECTIVE FENCE 20' TALL CHAIN LINK BACKSTOP (TYP.)XXXXXXXXXXXX XX X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXX17.4' 13.58' 8' 24.94' 8.79'8.79' 7.22' EX. OH LIGHT POLE (TO BE PRESERVED) EX. OH LIGHT POLE (TO BE PRESERVED) FULL DEPTH HD ASPHALT PATCH-REFER TO UTILITY PLAN FULL DEPTH HD ASPHALT PATCH-REFER TO UTILITYPLAN X XXX 6' CHAIN LINK FENCE TWIN 6' SWINGING VEHICULAR GATES W/ LOCKING HASP PUMP STATION CBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXCBU ROADWAY CENTER LINE LOT LINE RIGHT OF WAY LINE SETBACK LINE BMP LIMITS STANDARD CURB & GUTTER WCR WHEELCHAIR RAMP SIGN STREET LIGHT SPILL CURB & GUTTER CLUSTER MAILBOX UNIT EASEMENT RETAINING WALL ORNAMENTAL FENCE OPEN SPACE AREA FENCEXMEDIUM DUTY ASPHALT PAVEMENT PAVEMENT LEGEND HEAVY DUTY ASPHALT PATCH CONCRETE SIDEWALK TURF ATHLETIC & PLAY FIELDS N30'60' SCALE IN FEET 15'30' SCALE: 1 IN = 30 FT SCALE IN FEET HORIZONTAL 0 THESE PLANS AND ASSOCIATED DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SHIPMAN ENGINEERING, PLLC AND MAY NOT BE REPRODUCED IN WHOLE OR IN PART. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSEWHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION, BIDDING, AND/OR CONSTRUCTION STAKING WITHOUT THE EXPRESS WRITTEN CONSENT OF SHIPMAN ENGINEERING, PLLC.REVISIONSSYMBOLDATE137 MIDDLEGREEN PLACEHOLLY SPRINGS, NC 27540NCBELS LICENSE P-1963DESIGNED BY:WZS DRAWN BY:WZS CHECKED BY:WZS DRAWING DATE: SE PROJECT #:LEE STREET ATHLETICCOMPLEX IMPROVEMENTSTOWN OF BENSONJOHNSTON COUNTY, NORTH CAROLINASHEET NUMBER: 2019-017SHIPMANENGINEERING 919.900.0006SHIPMAN ENGINEERING, PLLC07-11-19103-12-2020PER NCDEQ EROSION CONTROL COMMENTS204-7-2020PER DWQ STORMWATER COMMENTSC-04 PARTIAL SITE LAYOUT PLAN IISITE PLAN LEGEND GENERAL NOTES: 1. EXISTING CONDITIONS AND TOPOGRAPHICAL DATA OF THE SUBJECT PARCEL ARE COMPILED FROM A FIELD SURVEY OF THE PROPERTY BY LAMBERT SURVEYING, INC. (DATED APRIL 5, 2019) AND IS NOT THE RESULT OF A FIELD SURVEY BY SHIPMAN ENGINEERING, PLLC. ADDITIONAL EXISTING CONDITIONS DATA PROVIDED BY SUPPLEMENTAL DATA INCLUDING AERIAL PHOTOGRAPHY, JOHNSTON COUNTY GIS DATA, AND OTHER DATA SOURCES AS REQUIRED. 2. REFER TO EROSION AND SEDIMENT CONTROL PLAN AND CONSTRUCTION SEQUENCE BEFORE PERFORMING ANY CLEARING, GRUBBING, OR DEMOLITION OPERATIONS. 3. NO TITLE OPINION ON THIS PROPERTY HAS BEEN FURNISHED. 4. AREAS COMPUTED BY THE COORDINATE METHOD. 5. THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL RIGHTS-OF-WAY, EASEMENTS, COVENANTS, AND RESTRICTIONS OF RECORD. 6. ALL DISTANCES SHOWN ON THE SURVEY ARE HORIZONTAL GROUND DISTANCES. 7. THE PROPERTY SHOWN IS LOCATED OUTSIDE OF ANY FLOOD HAZARD AREAS AS SHOWN ON FEMA FIRM 3720152800K DATED OCTOBER 3, 2006. 8. REFER TO SEALED TOPOGRAPHICAL SURVEY BY LAMBERT SURVEYING, INC. FOR HORIZONTAL AND VERTICAL DATUM INFORMATION AND OTHER SURVEY CONTROL DATA. 9. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB, UNLESS NOTED OTHERWISE. 10. COORDINATE POWER, TELEPHONE, CABLE, AND OTHER UNDERGROUND UTILITY INSTALLATION WITH THE APPROPRIATE UTILITY PROVIDER AND THE TOWN OF BENSON. 11. ALL PROPOSED SIGNAGE WILL COMPLY WITH THE TOWN OF BENSON SIGN ORDINANCE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFIYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION. 13. MAXIMUM SIDEWALK CROSS SLOPE IS 2% (1/4 INCH PER FOOT). 14. NO INVESTIGATION HAS BEEN PERFORMED AS TO THE PRESENCE OF WETLANDS, STREAMS, SURFACE WATERS, RIPARIAN BUFFERS, OR OTHER ENVIRONMENTALLY SENSITIVE AREAS. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BENSON STANDARDS AND SPECIFICATIONS. IMPORTANT SIGHT TRIANGLE NOTE: WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN TWO (2) AND EIGHT (8) FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBING EXISTS. MATCHLINE REFER TO C-03