NCC222480_Site Plan or Location Map_20220711

CONSULTANT:
STEWART
223 S. WEST STREET
SUITE 1100
RALEIGH, NC 27603
T 919.380.8750
FIRM LICENSE #: C-1051
www.stewartinc.com
PROJECT #: C21039
APPLICANT:
4509 CREEDMOOR RD.
SUITE 201
RALEIGH, NC 27612
E=_ 10'
AL.IIEYEA I MT. I11•L
ENGINEERING CONSTRUCTION PLAN REVIEW AND INSPECTION FEE
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT COST
TOTAL COST
Water & Sewer Services
Mainline Tap Inspection to the Building
Water
Sewer
Public Water Line
4
2
2,462
ea
ea
If
$500.00
$500.00
$2.50
$2,000
$1,000
$6,155
Stormwater
Private Sewer Line
Private Waterline
Management
470
5,833
If
If
$2.50
$2.50
$1,175
$14,583
Overall plan review for compliance
Review/Inspection per device
Public Storm drain
1
3
3,300
ea
ea
If
$2,500.00
$1,500.00
$2.00
$2,500
$4,500
$6,600
Public Roadway
Sidewalk
3,865
3,865
If
If
$3.00
$1.00
$11,595
$3,865
Total Engineering Construction Plan Review and Inspection Fee
$53,973
BUCKHORN BUSINESS
CENTRE - PHASE 1
CONSTRUCTION DOCUMENTS
(I SCALE: 1 " = 600'
NORTH
November 23, 2021
REVISIONS
February 15, 2022
April 27, 2022
May 5, 2022
6322 Rabbit Run Lane
Mebane, North Carolina
Cheeks Township - Orange County
VICINITY MAP
LA16 I INC3
CITY LIMITS
INDEX OF DRAWINGS
Sheet #
SHEET NAME
C0.00
COVER
C0.10
GENERAL NOTES
C1.00
EXISTING CONDITIONS PLAN
C3.00
OVERALL SITE PLAN
C3.01
SITE PLAN - LOT 2
C3.02
SITE PLAN - LOT 3
C5.00
OVERALL GRADING & STORM DRAINAGE PLAN
C5.01
GRADING & STORM DRAINAGE PLAN - LOT 2
C5.02
GRADING & STORM DRAINAGE PLAN - LOT 3
C5.10
WET POND
C5.11
WET POND
C5.12
WET POND
C5.20
WET POND
C5.21
WET POND
C5.22
WET POND
C5.30
WET POND
C5.31
WET POND
C5.32
WET POND
C6.00
OVERALL UTILITY PLAN
C6.01
UTILITY PLAN - LOT 2
C6.02
UTILITY PLAN - LOT 3
C6.10
SUMMARY TABLES
C7.00
PLAN & PROFILE RABBIT RUN STA 10+00-21+00
C7.01
PLAN & PROFILE RABBIT RUN STA 21+00-32+00
C7.02
PLAN & PROFILE RABBIT RUN STA 32+00-39+50
C7.03
PLAN & PROFILE ROAD 2 STA 10+00-15+00
C7.04
SEWER PLAN & PROFILES
C7.05
PLAN & PROFILE NEW PUBLIC WATER BYPASS STA.
10+00-18+25
C7.06
PLAN & PROFILE NEW PUBLIC WATER BYPASS STA.
18+25-22+50
C9.00
SITE DETAILS
C9.10
STORM DRAINAGE DETAILS
C9.20
WATER DETAILS
C9.30
SEWER DETAILS
L5.00
OVERALL LANDSCAPE PLAN
L5.01
LANDSCAPE PLAN - LOT 2
L5.02
LANDSCAPE PLAN - LOT 3
L6.00
LANDSCAPE DETAILS
LT-1
LIGHTING PLAN
LT-2
LIGHTING PLAN
LT-3
LIGHTING PLAN
LT-4
LIGHTING DETAILS
RW-1.0
WALL PLANS
RW-2.0
WALL PLANS
RW-3.1
WALL PROFILES
RW-3.1
WALL PROFILES
RW-4.0
WALL PROFILES
RW-4.1
WALL PROFILES
RW-4.2
WALL PROFILES
RW-5.0
WALL PROFILES
RW-5.1
WALL PROFILES
RW-6.0
WALL PROFILES
IMPERVIOUS AREA:
CITY OF MEBANE GENERAL NOTES:
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.
113ESTING 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 3' 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.
16.13ORROW 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.
DESCRIPTION
AREA (SQFT)
AREA (AC)
% OF TOTAL
AREA
TOTAL SITE AREA
2,591,820
59.50
100
TOTAL EXISITNG IMPERVIOUS AREA
0
0
0
TOTAL PROPOSED IMPERVIOUS AREA
1,193,412
27.39
46.03
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