SW1210902_Plansheet C0.2 - Existing Conditions/Survey_20211124

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PROJECT DATA BLOCK
OWNER/SELLER CAROLINAS LLC.
DUKE ENERGY
550 SOUTH TRYON STREET
CHARLOTTE, NC 28202
DEVELOPER/BUYER MINKLES BROADPOINTE II LLC.
TP
DAVID GIBBONS
7 CHERRYWOOD ROAD
LOCUST VALLEY, NY 11560
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PERMIT NUMBER NOT YET ASSIGNED
PROJECT LOCATION MILLS RIVER, NORTH CAROLINA
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COUNTY HENDERSON COUNTY
PID 9642-18-7974
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SITE COORDINATES LAT:35.425583 LONG:-82.554972
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PROPERTY SIZE 9642-18-7974 MINUS DUKE AREA
9
TOTAL: 25.07 ACRES
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STREAM DISTURBANCES 88.4 LF
SOILS TYPE BaB, BRADSON GRAVELLY LOAM, 2-7% SLOPES
Cu, COMUS (COLVARD) FINE SANDY LOAM
EnB, ELSINBORO LOAM, 0-3% SLOPES
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Ro, ROSMAN LOAM
BUILT UPON AREA 5.13 AC, 223,399 SF (19.96%)
EXISTING SS FM MH �
BUILDING SETBACKS 60' FRONT (OFF OTHER STREETS)
RIM=2058.26' TP
15' SIDE
AIR RELEASE VALVE
20' BACK
(FULL OF SILT) p
BUILDING DIMENSIONS 260'x460' = 119,600 SF
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LIGHTING REQUIREMENTS TO BE PROVIDED BY DUKE ENERGY
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TOWNSHIP MILLS RIVER
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EXISTING ZONING MR-LI
DISTURBED AREA 7.09 ACRES
WATERSHED FRENCH BROAD
USACE / NCDEQ YES
EXISTING SS FM MH
PERMITS REQUIRED
RIM=2058.01'
TOP 6" DIP=2054.4'
GENERAL NOTES:
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1. ALL FIELD LAYOUT AND SURVEYING FOR CONSTRUCTION OF THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE, UNDER THE DIRECTION OF A
LICENSED PROFESSIONAL LAND SURVEYOR.
2. EXISTING SUBSURFACE UTILITY HORIZONTAL ALIGNMENTS WERE ESTABLISHED THROUGH THE USE OF AVAILABLE RECORDS AND THEREFORE, ARE SHOWN IN THEIR
APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL NOTIFY THE RESPECTIVE UTILITY COMPANIES NO LATER THAN 3 BUSINESS DAYS PRIOR TO COMMENCING WORK IN A
SPECIFIC AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL UTILITY LOCATIONS WITHIN THE WORK AREA.
3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SHAPE THE PAVEMENT AT INTERSECTIONS, STREETS, AND DRIVEWAYS SO THAT POSITIVE DRAINAGE WILL BE
MAINTAINED WITH NO PONDING OF WATER AS A RESULT OF THE NEW CONSTRUCTION, AND THEY SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO
ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
4. PROPERTY MARKERS SHALL BE PROTECTED BY THE CONTRACTOR. THE CONTRACTORS REGISTERED SURVEYOR SHALL REPLACE ANY MARKERS THAT ARE DISTURBED.
5. ALL EXISTING TRAFFIC SIGNS WITHIN THE PROPOSED CONSTRUCTION LIMITS ARE TO BE PROTECTED BY THE CONTRACTOR. CAUTION SHOULD BE EXERCISED WHILE
RELOCATING EXISTING SIGNS WHERE DIRECTED. IF THE SIGNS ARE DAMAGED BEYOND USE, AS DETERMINED BY THE ENGINEER. THE DAMAGED SIGNS SHALL BE REPLACED
AT THE CONTRACTORS EXPENSE.
6. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED PAVEMENT ELEVATIONS.
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7. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES. THESE INSPECTIONS
AND ALL APPLICABLE FEES SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY. THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO
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CERTIFICATE OF OCCUPANCY.
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8. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE
EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
9. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS AND PAY FOR CORRESPONDING FEES FOR WORK ON SITE AND IN THE RIGHT-OF-WAYS PRIOR TO BEGINNING OF
CONSTRUCTION IF APPROVALS HAVE NOT BEEN PREVIOUSLY ATTAINED BY OWNER.
10. CONTRACTOR TO NOTIFY ALL UTILITIES FORTY-EIGHT (48) HOURS PRIOR TO DEMOLITION AND/OR EXCAVATION. CALL 811 OR 1-800-632-4949 SO THAT UNDERGROUND
UTILITIES MAY BE FIELD LOCATED (WWW.NC811.ORG).
11. ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDER THE RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
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12. CONTRACTOR TO MAKE FIELD ADJUSTMENT, AS NECESSARY, WITH THE APPROVAL OF THE OWNER, ENGINEER AND MUNICIPALITY WHEN REQUIRED.
13. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE CONSTRUCTION PROCESS.
14. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL, AND WILL BE CLEANED OUT AND/OR
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REPAIRED AS REQUIRED.
15. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT MATERIAL TO ANY
JURISDICTIONAL WATERWAY OR BODY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS THAT MAY BE REQUIRED.
/ STATE OF NORTH CAROLINA
16. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS, NOTIFY ARCHITECT/ENGINEER TO ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMATION
PIN: 9632997712
SHOWN ON DRAWINGS PRIOR TO COMMENCING WORK.
DB 374 PG 28
24. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO THE SAME. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
PROTECT EXISTING -
LATEST EDITION OF THE NCDOT DETAILS AND NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, UNLESS MODIFIED BY THESE PLANS. NCDOT DETAILS AND
UNDERGROUND
SPECIFICATIONS SUPERCEDE PROJECT SPECIFICATIONS WHEN CONFLICT EXIST.
UTILITY LINES
25. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF
30' STREAM BUFFER -
THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 3 BUSINESS DAYS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
PROPERTY BOUNDARY-
26. ALL EXISTING CATCH BASINS AND PIPES TO REMAIN IN SERVICE SHALL BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS, REGARDLESS OF WHETHER OR NOT THEY
WERE MODIFIED AS PART OF THIS PROJECT.
27. CONTRACTOR SHALL CONSTRUCT 'POSITIVE' OR 'NEGATIVE' CURB PROFILES AS APPROPRIATE TO ENSURE POSITIVE DRAINAGE. THIS SHALL BE DETERMINED IN THE FIELD
BY THE CONTRACTOR AT THE TIME OF CONSTRUCTION.
PROPANE TANK
28. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION
ACTIVITIES.
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PIN: 9642284413
/ DB 1585 PG 460
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24" P II /2060 �G5 LIMITS OF FLOODWAY
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EXISTING EXISTING OVERHEAD ORIGINAL FLOODPLAIN LINE,
SKIMMER 2-12" CPP
P TRANSMISSION LINES TO BE � FLOOD ZONE X, 0.2%. SITE \
BASIN 2 REMOVED BY DUKE ENERGY. \ HAS BEEN PREVIOUSLY !� I
CONTRACTOR SHALL \ \ FILLED/ELEVATED ABOVE - \I
�p9oz COORDINATE WORK WITH DUKE BFE-2060.00'
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CONFLICTS \`�
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AREA TO BE RETAINED BY
BEGINNING OF EXISTING FLP rn DUKE ENERGY CAROLINAS, LLC. �A
STREAM DELINEATION 00 DB. 3281 PG. 488, 9.938 ACRES
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29. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
30. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE A MINIMUM 3 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY EROSION CONTROL MATTING INV=2062.66' c
TO ALL SLOPES. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS INV=2062.49'w
OBTAINED. Q
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31. CONTRACTOR IS TO CONTACT ENGINEER IMMEDIATELY UPON DISCOVERING ANY DISCREPANCIES BETWEEN HARD COPY PLANS AND DIGITAL FILES. " RCP
32. CONTRACTOR SHALL NOT BURN ANY WOOD MATERIALS ON -SITE. CLEARED VEGETATION SHALL BE CHIPPED AND/OR LOGGED AND HAULED AWAY. NO MATERIALS SHALL BE S47'25 57" 36W 36.67'
BURIED ON -SITE.
INV=2064.22'
33. AREA OUTSIDE OF DISTURBANCE LIMITS ARE TO BE LEFT UN -DISTURBED.
INV=2064.26'
34. ANY MISSING, DEAD OR DAMAGED PLANT MATERIAL IN THE EXISTING PERIMETER PLANTING YARDS ARE PARKING LOTS WILL BE REPLACED AS PART OF THIS PROJECT. NV-2065
Know what's below.
Call before you dig.
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SCALE IN FEET
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RIM=2072.24'
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DISTRIBUTION LINE EASEMENT
EXISTING STORM PIPES TO
REMAIN, CONTRACTOR TO
PROTECT DURING CONSTRUCTIO
INV-2064.92'
15" CPP
INV=2070.0 -
1'
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SANITARY SEWER
LINE AND MANHOLE
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INV=2066.91' INV=2059.10'
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INV=2067.07'
RIM=2067.28'
PROTECT EXISTING
INV=2055.30'
UNDERGROUND
UTILITY LINES AND
PROPERTY BOUNDARY
STORM SEWER
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SURVEY MONUMENTS
EMPIRE DISTRIBUTORS OF NC,
INC.
PIN: 9642079954
DB 1552 PG 234
SLIDE 9095
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WATER MAIN
STATE OF NORTH CAROLINA
PIN: 9642174568
DB 1585 PG 460
SLIDE 9331
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