NCC223692_Site Plan or Location Map_20221028

COPYRIGHTS AND DISCLAIMERS
THE COPYRIGHTS TO ALL DESIGNS AND DRAWINGS ARE THE PROPERTY
OF ACES. REPRODUCTION OR USE FOR ANY PURPOSE OTHER THAN
THAT AUTHORIZED BY ACES IS FORBIDDEN.
ACES ASSUMES NO RESPONSIBILITY FOR DATA SUPPLIED IN AN
ELECTRONIC FORMAT. DATA IS PROVIDED ELECTRONICALLY AS A
CONVENIENCE AND THE RECIPIENT IS RESPONSIBLE FOR VERIFYING
ACCURACY TO THE HARD COPY OF THE CURRENT DESIGN DRAWINGS
WHICH HAVE BEEN SEALED AND SIGNED. IN THE EVENT OF
INCONSISTENCIES BETWEEN THE ELECTRONIC AND THE HARD COPY
DATA, THE RECIPIENT IS RESPONSIBLE FOR OBTAINING CLARIFICATION
ON WHICH PREVAILS.
THE RECIPIENT RELEASES ACES, ITS EMPLOYEES, CONSULTANTS AND
AGENTS FROM ANY AND ALL CLAIMS ARISING IN ANY WAY FROM THE
CONTENT OR PROVISION OF THE ELECTRONIC DATA.
NOTHING SHALL REDUCE OR DIMINISH ACES'S OWNERSHIP OF OR
COPYRIGHT IN THE DATA OR ITS COMPILATION OR ARRANGEMENT. ANY
ANALYSIS, SOFTWARE OR FORMATTING IN THE ELECTRONIC DATA IS
CONSIDERED PROPERTY OF ACES.
THE RECIPIENT OF ELECTRONIC DATA IS PROHIBITED FROM
REDISTRIBUTING OR USING ANY DESIGN OR DRAWING INFORMATION
WITHIN THE FILES FOR ANY REASON OTHER THAN IT WAS ORIGINALLY
DESIGNED WITHOUT THE WRITTEN CONSENT OF ACES.
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PHASING SEQUENCE 1
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE
2. INSTALL SEDIMENT BASIN AND BAFFLES
3. INSTALL PERIMETER SILT FENCE
4. CONST. ALL STRUCTURAL FILL FOR BUILDING PAD, PARKING
LOT, AND LANDSCAPE AREAS
5. INSTALL STORMWATER CONVEYANCE SYSTEM
6. INSTALL STORMWATER INLET PROTECTION DEVICES
7. CONST. BUILDING
8. INSTALL CURB, STONE, AND ASPHALT/CONCRETE ON DRIVE
AISLES AND PARKING LOT
9. STABILIZE ALL DISTURBED AREAS WITH SOD OR SEED & STRAW
10. CONVERT SEDIMENT BASIN TO FINAL WET POND DESIGN.
11. REMOVE EROSION CONTROL DEVICES
CONTRACTOR SHALL IDENTIFY & MARK AREAS ON THIS
PAGE FOR THE FOLLOWING:
1. EQUIPMENT STORAGE
2. MATERIALS STORAGE
3. CONCRETE WASH OUT
4. WASTE MANAGEMENT SERVICES
TOTAL AREA DISTURBED:
• • - 32.95 ACRES (PARCEL 1 & 2)
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PARCEL 1 BASIN
BASIN TO BE USED AS A 2 FOOT DEEP
SEDIMENTATION BASIN DURING
CONSTRUCTION. PERIMETER OF TEMP.
SEDIMENT BASIN SHOWN AS DASHED LINE.
SEE SHEET C10 FOR BAFFLE INSTALLATION
AND SEDIMENT BASIN DETAILS
REV 10-17-22
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CONST. 514IL.F. OF ISILT FEINCE #3
CONST. 444 L.F. OF SILT FENCE #4
CONST. 210 L.F. OF SILT FENCE #5
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SEED AND SOD NOTES
1. ALL DISTURBED AREAS INCLUDING WASTE AREAS TO BE SEEDED OR SODDED (IF NOT NOTED TO
BE RDBIP-RAPPED, OR HARD SURFACED). THE AREA NOTED ON THE PLAN TO BE SEEDED SHALL BE
SPREAD WITH 4" MINIMUM OF TOPSOIL. ALL AREAS TO BE DISKED, LEVELED, AND HAND RAKED. THE
TOPSOIL LAYER SHALL BRING ALL TURF AREAS TO FINISH GRADE. SURFACE AREA SHALL BE ROLLED
TO REMOVE LUMPS. FOREIGN MATERIALS SUCH AS ROCKS, LIMBS, STICKS, ETC. TO BE COLLECTED
AND REMOVED DURING CULTIVATION AND RAKING OPERATIONS.
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3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING, MOWING AND OTHER
MAINTENANCE TO SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. A MINIMUM OF
90% COVERAGE OF SOUND, HEALTHY GRASS SHALL BE REQUIRED FOR ACCEPTANCE.
4. EMBANKMENTS/SLOPES GREATER THAN 3:1 SHALL BE EITHER BE SEEDED AND COVERED WITH AN
EROSION CONTROL MAT (JUTE MESH ENKAMAT) OR INSTALLED WITH SOD FOR PROPER
STABILIZATION. SOD TO BE STAKED WITH EITHER WOOD STAKES OR U-SHAPED METAL PINS FLUSH
WITH GRADE.
5. SOD SHALL BE REGIONALLY GROWN AND OF A SPECIES THAT WILL THRIVE IN THE PROJECT AREA.
6. HYDROSEED ALL NEW LAWN AREAS AS SPECIFIED UNLESS PLANS CALL FOR SOD.
7. APPLY SLURRY UNIFORMLY TO ALL AREAS BEING SEEDED. RATE OF APPLICATION AS REQUIRED
TO OBTAIN SPECIFIED SEED SOWING RATE.
8. THE SOD SHALL BE RELATIVELY FREE OF DISEASES AND WEEDS. STONES LARGER THAN 1 %2' IN
ANY DIMENSION, PLANT ROOTS AND OTHER MATERIAL DETRIMENTAL TO A HEALTHY STAND OF TURF
SHOULD BE REMOVED. DELIVERED SOD THAT HAS BECOME DRY, MOLDY OR YELLOW FROM
HEATING, OR HAS IRREGULARLY SHAPED PIECES THAT ARE TORN OR HAVE UNEVEN ENDS SHALL BE
REJECTED.
9. THE SOD BED WILL BE LOOSENED TO A DEPTH OF 3" TO A SMOOTH, EVEN SURFACE AND SHALL BE
GRADED TO SUCH AN ELEVATION SO THE SOD, WHEN IN PLACE, SHALL BE FLUSH WITH ANY
ADJACENT SEEDED TURFED AREA, PAVEMENT, CURB OR OTHER STRUCTURES EXCEPT WHEN
OTHERWISE NOTED.
10. LAY SOD WITHIN 24 HOURS OF PREPPING. DO NOT LAY DORMANT SOD OR IF GROUND IS FROZEN
LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. DO NOT OVERLAP.
11. WATER SOD WITH FINE SPRAY IMMEDIATELY AFTER PLANTING. DURING FIRST WEEK, WATER
DAILY OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN MOIST SOIL TO DEPTH OF 4 INCHES.
12. SOD SHALL BE WETTED THOROUGHLY, ROLLED AND TAMPED SUFFICIENTLY TO INCORPORATE
THE ROOTS INTO THE SOD BED AND TO ENSURE TIGHT JOINTS BETWEEN THE SECTIONS.
13. ALL SODDED AREAS SHALL BE MAINTAINED, WATERED AND REPAIRED AS NECESSARY BY THE
LANDSCAPE CONTRACTOR UNTIL FINAL ACCEPTANCE OF THE PROJECT.
14. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL SEEDED OR SODDED AREAS FOR A
PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION. LANDSCAPE CONTRACTOR IS NOT
RESPONSIBLE FOR ACTS OF NATURE THAT MAY CAUSE EROSION, NEGLECT BY THE OWNER OR
DAMAGED BY ANIMALS OR MACHINES.
GENERAL NOTES
1. ALL MEASURES INSTALLED FOR SEDIMENT CONTROL SHALL BE CHECKED AT THE BEGINNING AND
END OF EACH DAY WHEN CONSTRUCTION IS OCCURRING TO ASCERTAIN THAT THE MEASURES ARE
IN PLACE AND FUNCTIONING PROPERLY. ANY DAMAGE OBSERVED WILL BE REPAIRED BY THE END
OF THAT WORKING DAY. MEASURES SHALL BE MAINTAINED UNTIL THE ARCHITECT/ENGINEER
DETERMINES THAT THEY ARE NO LONGER NEEDED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED
ACCORDING TO THE STANDARDS OF THE CITY/COUNTY AND AS REQUIRED BY STATE AND FEDERAL
LAWS.
3. A COPY OF THE APPROVED EPSC (EROSION PREVENTION SEDIMENT CONTROL) PLANS SHALL BE
MAINTAINED AT THE PROJECT SITE AT ALL TIMES. THIS COPY SHALL BE PRESENTED TO THE
CITY/COUNTY REPRESENTATIVES UPON REQUEST.
4. PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN ANY AREA NOT ON THE APPROVED
EPSC PLAN, THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EPSC PLAN TO THE CITY/COUNTY
FOR APPROVAL.
5. ALL EPSC MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
GRADING. THE CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL EROSION CONTROL MEASURES
NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE CITY/COUNTY.
DURING DEWATERING OPERATIONS WATER MUST BE PUMPED THROUGH AN APPROVED FILTERING
DEVICE. THE CITY/COUNTY MAY SUSPEND DEWATERING OPERATIONS IF POLLUTION IS OBSERVED.
6. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES AT LEAST
ONCE A WEEK AND AT LEAST ONCE A DAY DURING RAINFALL EVENTS. THE CONTRACTOR SHALL
PERFORM ANY REPAIRS OR MAINTENANCE IMMEDIATELY IN ORDER TO ENSURE EFFECTIVE EROSION
AND SEDIMENT CONTROL. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTIONS AND
MAINTENANCE ACTIVITIES AT THE PROJECT SITE. THIS RECORD SHALL BE MADE AVAILABLE UPON
REQUEST TO THE CITY/COUNTY.
7. ALL AREAS DISTURBED SHALL BE STABILIZED ACCORDINGLY. WHEN THE SITE IS BROUGHT TO
FINAL GRADE IT MUST BE STABILIZED WITHIN 14 DAYS EXCEPT SWALES, DITCHES AND STEEP
SLOPES WHICH REQUIRE GROUNDCOVER WITHIN 7 DAYS. DISTURBED AREAS NOT AT FINAL GRADE
MUST BE STABILIZED WITHIN 21 DAYS.
CONSTRUCTION LEGEND
kSF - SILT FENCE
C9
iP - INLET PROTECTION
11 LI
C9
TCE - TEMPORARY CONSTRUCTION ENTRANCE
C9
RCD - ROCK CHECK DAM
C9
- • • - - DISTURBED AREA
GRAPHIC SCALE:
0' 60, 120' 180'
SCALE: 1" = 60'
REVISIONS
10-17-22 - NCDEQ Review/
Comments
10-20-22 - NCDEQ Review/
Comments
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JOB NUMBER: 22-3171-L
DATE: 10/17/2022
SCALE: 1" = 60'
DRAWN BY: B. McDANIEL
CHECKED BY: B. ZACKERY
APPROVED BY: B. ZACKERY
C4
EROSION
CONTROL
Z: \SITEDEVELOPMENT\2022 PROJECTS\REALTY LINK - NC FAYETTEVILLE DUNN\SITEDEV\FINAL PLANS\C4 - EROSION CONTROL.DWG