WQ0044678_Meadows_Subdivision_Phase_V_FTSSE_20240712

SHEET INDEX
TITLE SHEET C-1
SITE & UTILITY PLAN C-5
SOUTHWICK PLACE PLAN & PROFILE STA. 9+75 - 13+50.07 C-8A
WILDERNESS COURT PLAN & PROFILE STA. 10+00 - 12+40.02 C-813
STORM PLAN & PROFILE C-8C
SANITARY SEWER PLAN & PROFILE C-8D
GENERAL NOTES:
AS -BUILT DRAWINGS
FOR
THE MEADOWS
PHASE V
SINGLE FAMILY LOTS
OLD HILLSBOROUGH ROAD. BOWMAN ROAD
1. CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH THE CITY OF MEBANE, ORANGE COUNTY, STATE, NCDOT, AND UTILITY PROVIDER STANDARDS, CODE OF ORDINANCES, BUILDING CODES, STANDARD
DETAILS AND SPECIFICATIONS.
2. ALL SITE WORK, AT A MINIMUM, SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED
OR DIRECTED.
3. UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR SHALL FIELD VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC -ONE -CALL OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION.
4. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO VERIFY LOCATION OF AND PREVENT DISTURBANCE TO EXISTING UTILITIES IN WORK AREA AND IMMEDIATE TEMPORARY SERVICE TO ANY DAMAGED UTILITIES.
5. ALL DISTURBED PAVEMENT AND GRAVEL DRIVES ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. CONTRACTOR SHALL RESTORE ANY ERODED GRAVEL DRIVES WITHIN THREE (3) DAYS OF RAIN.
6. WHEN CONSTRUCTION DISTURBS EXISTING DITCH LINES, THE RESTORED DITCH LINES SHALL BE STABILIZED WITH EROSION CONTROL MATTING.
7. DRIVEWAYS, FENCES, MAILBOXES, ROAD SIGNS, STEPS, SIDEWALKS, ETC., THAT MUST BE IMPACTED DUE TO CONSTRUCTION ARE TO BE RESTORED TO ORIGINAL CONDITION. CONTRACTOR SHALL KEEP ALL FENCE LINES
HOLDING LIVESTOCK IN PLACE AT ALL TIMES. IF FENCE LINES MUST BE DISTURBED CONTRACTOR SHALL COORDINATE WITH THE OWNER.
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ON SITE ITEMS, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING
FROM DEMOLITION, AS WELL AS GRADING AND FILLING OF ALL DEPRESSIONS TO INSURE THE SITE REMAINS AESTHETICALLY ACCEPTABLE.
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA.
10. THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE EROSION CONTROL INSTRUCTIONS, IF
APPLICABLE.
11. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES
12. ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, CITY ENGINEER, PLANNING DEPARTMENT STAFF, AND DEVELOPER PRIOR TO INSTALLATION/CONSTRUCTION OF
CORRESPONDING ITEMS.
13. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO
PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS & FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE & COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION OF
REFERENCED ITEMS.
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS NECESSARY FOR CONSTRUCTION. THE CONTRACTOR SHALL READ ALL PERMITS AND ENSURE THAT
CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED PERMITS AND REVIEWS MAY INCLUDE BUT ARE NOT LIMITED TO: CITY/COUNTY APPROVALS/PERMITS CITY FIRE DEPARTMENT SOLID WASTE REVIEWS NCDOT
PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, SOIL AND EROSION CONTROL PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, WETLAND
DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT ENCROACHMENT AGREEMENTS, USACE/DWQ PERMITS, STORMWATER PERMITS, ZONING APPROVAL, AND BUILDING CODE APPROVALS/PERMITS. IF
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
15. DRIVEWAY LOCATIONS WILL BE DETERMINED BY A LOT -BY -LOT BASIS WHEN BUILDING PERMITS ARE OBTAINED. TYPICALLY, DRIVEWAYS WILL BE ON THE HIGH SIDE OF THE LOT. DRIVEWAY APRONS SHALL BE INSTALLED PER
DETAIL ST-15 OF CITY OF MEBANE STANDARDS.
16. RECORD DRAWINGS ARE TO INCLUDE AS -BUILT SHOTS ON BUILDING PADS & DRAINAGE SWALES.
17. ALL DRAINAGE SWALES SHALL HAVE NO LESS THAN 1 % SLOPE.
18. THE DEVELOPER IS RESPONSIBLE FOR MATERIAL COST AND ERECTION STOP SIGNS THROUGHOUT THE DEVELOPMENT. THE SIGNS SHOULD BE IN PLACE WHEN THE FIRST CERTIFICATE OF OCCUPANCY IS RELEASED BY THE
CITY AND THE DEVELOPER IS RESPONSIBLE FOR MAINTAINING THE STOP SIGNS THROUGHOUT CONSTRUCTION ACTIVITY. THE CITY WILL ACCEPT THE SIGNS FOR MAINTENANCE DURING THE SAME PROCESS THE STREETS
ARE ACCEPTED. THE STOP SIGN SHALL BE 30"x30" WITH HIGH INTENSITY PRISMATIC REFLECTIVE SHEETING.
PHASE V CONSTRUCTION SEQUENCE:
1. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. A ZONING COMPLIANCE PERMIT FROM THE CITY OF MEBANE AND A GRADING PERMIT FROM NCDEQ LAND QUALITY WINSTON SALEM REGIONAL OFFICE WILL BE REQUIRED BEFORE THE ONSET OF ANY
GRADING ACTIVITY. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. NCDEQ PRIOR TO INITIATING LAND DISTURBING ACTIVITIES TO SCHEDULE A PRECONSTRUCTION MEETING.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT AS SHOWN ON C-4A AND MAINTAIN PER THE NOTES ON THIS SHEET AND IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL GUIDELINES. ALL CONSTRUCTION TRAFFIC MUST ENTER
AND EXIT THE PROPERTY AT THIS LOCATION.
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES AS SHOWN ON C-4A. INSTALL SILT FENCING AND ALL SILT FENCE OUTLETS AS SHOWN, AND PROVIDE SUPPLEMENTAL OUTLETS AS NEEDED IN LOCATIONS WHERE FIELD CONDITIONS
INDICATE AREAS WHERE SITE RUNOFF WILL POND. CONTACT KENNY OWENS WITH ORANGE COUNTY FOR INSPECTION PRIOR TO ACCEPTANCE.
4. REPAIR SKIMMER BASIN #2 TO THE DESIGN CONDITION SHOWN ON THE ORIGINAL APPROVED PLANS & AS SHOWN ON THE DETAIL SHEET. THEN INSTALL NEW SKIMMER. PRIOR TO ACCEPTANCE A JOINT INSPECTION WITH ORANGE COUNTY AND THE
ENGINEER SHALL OCCUR TO VERIFY THE BASINS CONDITION.
5. TREE PROTECTION FENCING SHALL BE INSTALLED ALONG THE ENTIRE LENGTH OF THE CLEARING /DISTURBANCE LIMITS WHERE THE LIMITS ARE ADJACENT TO EXISTING VEGETATION.
6. INSTALL INLET PROTECTION TO ALL INLETS THAT WERE INSTALLED DURING OTHER PHASES TO PROTECT THE EXISTING PIPING SYSTEM.
7. TEMPORARILY SEED, MULCH, ANCHOR AND STABILIZE ALL EROSION CONTROL DEVICES IMMEDIATELY AFTER CONSTRUCTION. INSURE THAT DIVERSION TRANSITION AREAS INTO SEDIMENT BASINS ARE LINED AND STABILIZED AND THAT DIVERSIONS AND
LINING EXTEND INTO BASINS.
8. WHEN THE EROSION CONTROL DEVICES ARE COMPLETE AND FUNCTIONING AND VEGETATION IS ESTABLISHED, CONTACT THE EROSION CONTROL OFFICER (KENNY OWENS) FOR ONSITE INSPECTION AND APPROVAL.
9. BEGIN CLEARING AND GRUBBING OF THE VEGETATION AND MAINTAIN ALL EROSION CONTROL MEASURES AS NEEDED. BEGIN DEMOLITION OF OTHER SITE ITEMS AS SHOWN ON THIS SHEET. DISPOSE OF ALL WASTE MATERIALS IN ACCORDANCE WITH THE
APPROVED SOLID WASTE MANAGEMENT PLAN AND ALL APPLICABLE GUIDELINES OF MEBANES' SOLID WASTE MANAGEMENT ORDINANCE.
10. AS CUT/FILL ALLOWS INSTALL STORMWATER PIPING AND INLETS. AT THIS STAGE SHEET C-413 SHOULD BE FOLLOWED AND THE MAIN DIFFERENCE IS THAT INLET PROTECTION BE INSTALLED ON ALL NEW INLETS.
11. CONTINUE MAINTENANCE AND INSPECTION OF EROSION CONTROL DEVICES AFTER RUNOFF PRODUCING STORM EVENTS. NO DISTURBED AREA IS TO BE LEFT WITHOUT PROTECTIVE COVER MULCH OR STRAW / TACK FOR MORE THAN 14 CALENDAR DAYS
AFTER COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES. DURING CONSTRUCTION OR DEVELOPMENT ACTIVITIES, ANY DISTURBED AREAS SHALL BE PROTECTED AND STABILIZED ACCORDING TO THE STABILIZATION TIMEFRAME CHART SHOWN
BELOW. DISTURBED AREAS FOR ANY PORTION OF THE SITE SHALL BE STABILIZED WITHIN 7 DAYS UPON COMPLETION OF CONSTRUCTION OR DEVELOPMENT ACTIVITIES IN THAT AREA.
12. ONCE ALL PADS ARE COMPLETE THE HOME BUILDING PHASE SHOWN ON C-4C WILL BEGIN. SEPARATE CONSTRUCTION ENTRANCES AND ADDITIONAL SILT FENCE & OUTLETS WILL BE INSTALLED ON EACH LOT. SEE C-4C FOR DETAIL.
13. NO SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHOUT APPROVAL OF ORANGE COUNTY.
14. THIS IS A MASS GRADING SUBDIVISION AND E&S DEVICES ARE TO REMAIN UNTIL ALL HOUSE CONSTRUCTION IS COMPLETE. ONCE HOME BUILDING IS COMPLETE CONTRACTOR SHALL NOTIFY ORANGE COUNTY FORA FINAL INSPECTION. ONCE OC IS
SATISIFIED THAT THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL REMAINING E&S DEVICES, SMOOTH GRADE, SEED, MULCH, AND CONVERT THE SKIMMER BASIN INTO A PERMANENT WETLAND.
MEBANE, NC 27302
CITY OF MEBANE GENERAL NOTES:
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1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND/OR SPECIFICATIONS, CITY OF MEBANE STANDARD DETAILS AND CONSTRUCTION
STANDARDS, STATE CONSTRUCTION STANDARDS, OSHA REGULATIONS AND OTHER APPLICABLE CONTRACT DOCUMENTS.
2. A COPY OF THE CONSTRUCTION DRAWINGS BEARING THE APPROVAL STAMP FROM THE CITY OF MEBANE SHALL ALWAYS BE ON SITE AND AVAILABLE.
3. MATERIAL SUBMITTALS TO BE APPROVED BY THE CITY OF MEBANE PRIOR TO ORDERING MATERIAL.
4. MODIFICATION TO THE APPROVED DRAWINGS SHALL NOT BE MADE WITHOUT THE WRITTEN APPROVAL OF THE DESIGN ENGINEER AND THE CITY OF MEBANE.
5. PRIOR TO CONSTRUCTION, ALL NECESSARY PERMITS TO COMPLETE THE CONSTRUCTION SHOULD BE ACQUIRED AND FOLLOWED.
6. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF MEBANE, OWNER/REP, PLANNING, EROSION
CONTROL, GEOTECHNICAL ENGINEER, ALL SUB -CONTRACTORS, AND ENGINEER/REP.
7. GEOTECHNICAL SPREADSHEET TO BE PROVIDED TO THE CITY PRIOR TO PRE -CONSTRUCTION MEETING FOR REVIEW. SPREADSHEET TO ACCOMPANY GEOTECHNICAL REPORTS.
8. ALL SOIL WITHIN THE RIGHT OF WAY AND PUBLIC EASEMENTS SHALL BE COMPACTED TO CITY OF MEBANE SPECIFICATIONS. CITY REPRESENTATIVE TO BE NOTIFIED 24 HOURS IN
ADVANCE AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING GEOTECH TESTING.
9. ALL UTILITY SEPARATIONS SHALL MEET THE REQUIREMENTS AS STATED IN THE CITY OF MEBANE CONSTRUCTION DOCUMENTS CHECKLIST. ALL UTILITY SEPARATIONS TO BE FIELD
VERIFIED DURING INSTALLATION AND AS -INSTALLED SEPARATION LABELED ON AS -BUILT DRAWINGS. CONTRACTOR SHALL PROVIDE DESIGN ENGINEER VERIFICATION OF
AS -INSTALLED SEPARATIONS TO BE INCLUDED ON AS -BUILT DRAWINGS SUBMITTED TO STATE.
10. ALL WATER MAIN TO INCLUDE TWO FORMS OF RESTRAINT (MEGA -LUGS AND BLOCKING) AND CONFORM TO THE DISTANCES STATED IN DETAIL W-26.
11. TESTING PROCEDURES PER CITY OF MEBANE STANDARDS AS FOLLOWS: WATER LINE - PRESSURE TEST, CHLORINATE, BAC-T. SANITARY SEWER - PRESSURE TEST, VACUUM TEST
MANHOLES, MANDREL, VIDEO. STORM SEWER - VIDEO. CONCRETE - CYLINDERS EVERY 30 YARDS. ROADWAY - DENSITY AND PROOF ROLL. ASPHALT - CORES FOR BINDER, NUCLEAR
DENSITY GAUGE TESTS ON FINAL LIFT.
12. FOR ALL PROJECTS WHERE THE FINAL LIFT OF ASPHALT IS NOT ANTICIPATED PRIOR TO THE ONSET OF WINTER, ALL MANHOLES AND VALVE BOXES ARE TO BE ADJUSTED FLUSH
WITH THE BINDER COURSE. THE FINAL ADJUSTMENT TO FINISH GRADE WILL NOT BE DONE UNTIL IMMEDIATELY PRIOR TO THE PLACEMENT OF THE FINAL LIFT OF SURFACE COURSE.
13. CLASS III RCP SHALL HAVE A MINIMUM OF T OF COVER WITHIN THE ROW PER NCDOT REQUIREMENTS, WHERE 3' OF COVER IS NOT PROVIDED, CLASS IV RCP.
14. ALL DRAINAGE SWALES SHALL HAVE A MINIMUM OF 1% SLOPE.
15. ALL THIRD -PARTY UTILITIES TO ACQUIRE AN ENCROACHMENT AGREEMENT WITH THE CITY OF MEBANE PRIOR TO STARTING INSTALLATION.
16. BORROW PIT LOCATIONS TO BE SURVEYED FOR IN FIELD VERIFICATION AND BE IDENTIFIED ON THE PLAT.
17. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS. UTILIZE SIGNS, BARRICADES, ETC.
TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.
18. WHEN STAKING WATER LINE CURB RADIUS POINTS SHOULD ALSO BE STAKED TO ENSURE VALVES ARE PLACED OUTSIDE OF CURB LINE AND HANDICAP RAMP TRUNCATED DOMES.
19. CONTRACTOR RESPONSIBLE FOR NOTIFYING THE CITY OF MEBANE AND THE DESIGN ENGINEER PRIOR TO TESTING WATER AND SEWER LINES TO COORDINATE SCHEDULING SINCE
DESIGN ENGINEER WILL BE CERTIFYING AND MAY WANT TO WITNESS TESTING.
20. CONTRACTOR TO SCHEDULE PUNCH LIST WALK THROUGH AFTER BINDER LIFT OF ASPHALT HAS BEEN INSTALLED.
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THE MEADOWS
PIN: 29824-23-3040,
29824-32-6605 &
29824-41-5762 �T
PB 102 PG 158 1�
F'r •`. ZONING: CU-R-15
131.93 ACRES
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ENGINEER/SURVEYOR
SUMMIT DESIGN & ENGINEERING SERVICES
MATTHEW W. HASTINGS
606 BROAD ST, SUITE C
SOUTH BOSTON, VA 24592
[phone] (PHONE)
(434) 434-575-0617 (FAX)
MATT. HASTINGS@SUMM ITDE.NET
CURRENT OWNER
BOWMAN ROAD PARTNERS, LLC
CONTACT: JIM PARKER
320 EXECUTIVE COURT
HILLSBORUGH, NC 27278
919-644-3103 (PHONE)
919-732-6676 (FAX)
DEVELOPER/FUTURE OWNER
BOWMAN ROAD PARTNERS, LLC
CONTACT: JIM PARKER
320 EXECUTIVE COURT
HILLSBORUGH, NC 27278
919-644-3103 (PHONE)
919-732-6676(FAX)
PUBLIC SERVICE CONTACTS:
WATER:
PUBLIC UTILITIES DIRECTOR
KYLE SMITH
106 EAST WASHINGTON ST.
MEBANE, NC 27302
[phone]
SEWER:
PUBLIC UTILITIES DIRECTOR
KYLE SMITH
106 EAST WASHINGTON ST.
MEBANE, NC 27302
[phone]
FIRE:
CITY OF MEBANE
BOB LOUIS, CHIEF
450 N. FIRST STREET
MEBANE, NC 27302
[phone]
GAS:
PSNC
DON COE
[phone]
[e-mail]
ELECTRIC:
PIEDMONT ELECTRIC
2500 S. NC 86
MEBANE, NC 27302
[phone]
TELEPHONE:
AT&T
AARON BOYKINS
[phone]
STATE ROADWAYS: NCDOT - DIVISION 7, DISTRICT 1
CHUCK EDWARDS
115 E. CRESCENT SQUARE DRIVE
PO BOX 766
GRAHAM, NC 27253
[phone]
PLANNING: CITY OF MEBANE
ASHLEY OWNBEY
102 S. 5TH STREET
MEBANE, NC 27302
[phone]
CONTRACTOR SHALL NOTIFY "NC811"
(811) OR (1-800-632-4949) AT LEAST 3
FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING
UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE
Know what's below. I ENGINEER IMMEDIATELY.
Call before you dig.
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rPROJECT NO.
16-0028
DRAWING NAME:
16-0028 TS
SHEET NO.
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SITE INFORMATION
OWNER
BOWMAN ROAD PARTNERS, LLC
DEVELOPER:
BOWMAN ROAD PARTNERS, LLC
CONTACT:
JAMES PARKER
MAILING ADDRESS:
320 EXECUTIVE COURT
HILLSBOROUGH, NC 27278
TELEPHONE NUMBER:
[phone]
PIN:
9824-23-3040 (ALAMANCE)
9824-32-6605 (ORANGE)
PROPERTY ADDRESS:
BOWMAN ROAD
PLANNING JURISDICTION:
ALAMANCE COUNTY
TOWNSHIP:
CITY OF MEBANE
STATE:
NORTH CAROLINA
RECEIVING CHANNEL
WATERSHED:
HAW CREEK
RIVER BASIN:
CAPE FEAR
CLASSIFICATION
CLASS V; NSW
DB/PG:
RB4389/155
LOT AREA:
131.93 ACRES
LOTS IN PHASE IV:
17
ZONING
PUD-R-12
CURRENT USE:
UNDEVELOPED GRASSED/WOODED LOT
PROPOSED USE:
RESIDENTIAL SUBDIVISION
FRONT SETBACKS:
20' (MIN. 25' TO GARAGE)
SIDE SETBACK:
15' (AGGREGATE)
REAR SETBACKS:
15'
WATER
CITY OF MEBANE PUBLIC WATER
CITY OF MEBANE PUBLIC SEWER
SEWER
TOTAL LAND DISTURBANCE AREA:
(PHASE V):
r CURRENT OWNER: 1
BOWMAN ROAD PARTNERS, LLC
CONTACT: JAMES PARKER
320 EXECUTIVE COURT
HILLSBOROUGH, NC 27278
919-644-3103 (PHONE)
919-732-6676(FAX)
[e-mail]
i
ENGINEER CONTACT:
MATT HASTINGS PE
SUMMIT DESIGN AND ENGINEERING
SERVICES
606 BROAD ST, SUITE C
SOUTH BOSTON, VA 24592
919-732-3883 (OFFICE) 434-579-4604
(CELL)
MATT.HASTI [e-mail]
4.88 ACRES (ALAMANCE COUNTY)
r DEVELOPER:
BOWMAN ROAD PARTNERS, LLC
CONTACT: JAMES PARKER
320 EXECUTIVE COURT
HILLSBOROUGH, NC 27278
919-644-3103 (PHONE)
919-732-6676 (FAX)
[e-mail]
SITE NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF MEBANE AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT RESIDENCES, BUSINESSES AND PROPERTIES
AT ALL TIMES.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR CONSTRUCTION.
5. HOA SHALL BE RESPONSIBLE FOR ALL MAINTENANCE ASSOCIATED WITH LANDSCAPING, OPEN SPACE AND GREEN
SPACE.
UTILITY NOTES:
1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.
2. ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO THE
CITY OF MEBANE STANDARDS AND SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR
CONSTRUCTION.
4. PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS, THE
ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR TO
DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER OF
RECORD OR PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY
RESULT IN THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND PREVENT
ACCEPTANCE OF UTILITIES BY CITY OF MEBANE
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5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION \\\\
AND/OR RELOCATION OF ALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, EXIST / PROPOSED \\\\
AGENCY OR COMPANY. \\\
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6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES Y FIRE HYDRANT
WITH EXISTING USERS AND CITY OF MEBANE SO THAT ANY SERVICE INTERRUPTIONS ARE ❑w 13 WATER METER
MINIMAL.
Y FIRE DEPT CONNECTION (FDC) V\
7.
RELATION OF WATER MAINS TO SEWERS SHALL BE IN ACCORDANCE WITH CITY OF
REDUCER
MEBANE STANDARDS AND STATE REGULATIONS. SEE THE WATER AND SEWER DETAIL
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