NCC213764_Site Plan or Location Map_20210714

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GEORGE&
VALLORY B SMITH
NOW OR FORMERLY
DB 7236 PG 723
PARCEL ID # 09-200-015
N30 03' 42"E 495.11'
BOBBY HELMS &
ROBERT HAMBY
NOW OR FORMERLY
DB 7141 PG 398
PARCEL ID # 09-200-019
N20 WOVE 329.20'
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VALLORY B SMITH \ 8,097 SF J
NOW OR FORMERLY ,
DB 7236 PG 723 -\
PARCEL ID # 09-200-015 -
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DEVELOPMENT DATA
JEROME J BASTIEN
NOW OR FORMERLY
DB 6992 PG 176
PC L PG 17
PARCEL ID # 09-197-025L
N30 30' 26"E 40.62'
N3030' 31"E 1210.68' ore
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PROPERTIES III
NOW OR FORMERLY
PB E PG 395
PARCEL ID #
09-197-025H
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PARCEL ID # 09-197-060
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ZONING: CD \ ADDRESS: MEDLIN ROAD - 10 "1G4 SF - \ / i �'� \ ,� #�0, sO2l�. S
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MONROE, NC 28110 \\ /� ��\ \ \ ✓� /� \\ \\ \ 68 _ 79, �`
PARCEL ID #: 09197025 8y456 SF \ / O
DEED BOOK/ PAGE: DB 6000 PG 247 l \/� \ V� \ 6"
TOTAL SITE AREA:
28.11 AC
MEDLIN RD PUBLIC R/W DEDICATION:-
1.09 AC
NET AREA:
27.02 AC
PROPOSED DENSITY:
2.4 DU/AC
PROPOSED LOT:
68 LOTS
CHOCK & JENNIFER TSERING
PROPOSED TOTAL AREA IN LOTS:
15.62 AC
NOW OR FORMERLY
TOTAL DISTURBED AREA:
23.61 AC
DB 4299 PG 826
DISTURBED AREA STAGEI:
20.19 AC
PARCEL I D # 09-200-016
DISTURBED AREA STAGE2:
3.42 AC
PROPOSED AREA IN R/W:
BRADFORD PEAR ROAD
0.95 AC
BLACK WALNUT STREET
2.40 AC
LEYLAND CYPRESS DRIVE
0.31 AC
PROPOSED COMMON OPEN SPACE:
REQUIRED OPEN SPACE
3.5 AC (12.5 % OF TOTAL SITE ACREAGE)
PROPOSED OPEN SPACE
7.75 AC (27.6%)
LINEAR FEET OF STREET:
BRADFORD PEAR ROAD
893 FT
BLACK WALNUT STREET
1,914 FT
LEYLAND CYPRESS DRIVE
204 FT
SETBACKS (BASED ON APPROVED REZONING):
MIN FRONT YARD:
25 FT
MIN SIDE YARD:
10 FT
MIN REAR YARD: 25 FT S770 21' 27"W 30.12'-
LOTS:
PROPOSED MINIMUM LOT SIZE: 7,800 SF
PROPOSED MAXIMUM LOT: 20 100 SF EX FIRE
' HYDRANT
IMPERVIOUS AREA:
EX. IMPERVIOUS AREA: 43,593 SF /
PROPOSED IMPERVIOUS AREA: 406,118 SF (34.5 % OF NET SITE ACREAGE) /
MAX. IMPERVIOUS AREA: 423,717 SF (36 % OF NET SITE ACREAGE)
/ DANIEL HOERTER
/ NOW OR FORMERLY
PB 6 PG 116
PARCEL ID # 09-200-008
GRAPHIC SCALE
80 0 40 80 160
IN FEET)
1 inch = 80 ft.
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NOW OR FORMERLY
P13EPG501
PARCEL ID # 09-197-062
op
0i LISA ANN MURRAY
NOW OR FORMERLY
L=40.18' PB F PG 196
R=598.18' P RCEL ID # 09-197-021A
N20° 29' 39.12"W
GENERAL SITE NOTES:
R111� BARBARA MURRAY
`' S11 p2 NOW OR FORMERLY
Mh/ �,SR21 PB F PG 196
i / Ni�OP' R�VJI PARCEL ID # 09-197-021
/
REINALDO MOYA
NOW OR FORMERLY
DB 6708 PG 292
PB 1 PG 155
PARCEL ID # 09-197-022
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JOHN MILLS
NOW OR FORMERLY
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SILAS HAYNES \
DB 6964 PG 293
ry
NOW OR FORMERLY
PARCEL ID # 09-197-023
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DB 7266 PG 188
PARCEL ID # 09-197-024
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1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE
APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER
UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE
CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS
AT LEAST48 HOURS IN ADVANCE.
2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND
UTILITIES, PUBLIC OR PRIVATE, BEFORE WORKING IN THESE AREAS.
3. CONTRACTOR SHALL PUT INTO PLACE SUCH TEMPORARY EROSION CONTROL MEASURES AS
INDICATED ON THE PLANS. THESE MEASURES SHALL BE INSPECTED AND EVALUATED
DURING CONSTRUCTION OPERATION FOR THEIR EFFECTIVENESS IN PREVENTING EROSION
MATERIAL AND SEDIMENT FROM DISCHARGING FROM THE WORK AREA. IF REQUIRED,
AND AS DIRECTED BY THE CITY INSPECTOR, ADDITIONAL TEMPORARY EROSION CONTROL
MEASURES SHALL BE INSTITUTED AND INSTALLED.
4. ALL CONSTRUCTION WITHIN THE CITY OF MONROE SHALL BE COMPLETED IN ACCORDANCE
WITH CITY OF MONROE STANDARDS.
5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE
DISTURBED DURING CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED
LAND SURVEYOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE
PUBLIC WILL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL
DUE TO CONSTRUCTION OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS,
DITCHES, CURB AND GUTTER OR OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED BY THE
CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9. CONTRACTOR SHALL REMOVE DEBRIS FROM EXISTING CATCH AND CLEAN OUT EXISTING
DRAIN PIPES. REPAIR AND REPLACE EXISTING CATCH BASIN FRAME & GRATE AS NEEDED.
10. ALL STRIPING AND DIRECTIONAL ARROWS TO BE PAINTED REFLECTIVE WHITE, TWO COATS.
11. ALL PAVING SHALL CONFORM WITH PAVING DETAIL ON SHEET C10.0.
12. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
SUBMITTED IN WRITING TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE OWNER.
13. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING AND PIPE INVERT ELEVATIONS PRIOR TO CONCEALMENT.
DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT.
14. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION
PURPOSES ONLY.
15. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. REFER TO ARCHITECTURAL DRAWINGS
FOR EXACT BUILDING DIMENSIONS.
16. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
17. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED
FROM THE AFFECTED PROPERTY OWNERS.
18. IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE OF THE CURB.
19. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF
DEEMED NECESSARY BY THE INSPECTOR.
20. SITE TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
21. AREAS OF SEVERE ASPHALT DISREPAIR WILL BE REMOVE TO TOP OF SUBBASE AND PATCHED
PRIOR TO OVERLAY.
22. THERE WILL BE NO DEMOLITION LANDFILL ON SITE.
23. THE PURPOSE OF THE PUBLIC STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER
OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO
PROHIBITED.
24. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
LEGEND
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SIDEWALKS
OPEN SAPCE
DROP INLET
CATCH BASIN
REINFORCED CONCRETE PIPE
FLARED END SECTION
SANITARY SEWER RIGHT OF WAY
PUBLIC STORM DRAIN EASEMENT
SANITARY SEWER MANHOLE
EX. CATCH BASIN & PIPE
EX. STORM DRAIN & PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
EASEMENT LINE
EX. GRAVITY SEWER
EX. UNDERGROUND TELEPHONE LINE
EX. GAS LINE
EX. UNDERGROUND ELECTRIC LINES
EX. OVERHEAD ELECTRIC
EX. WATER LINE
25. A PRECONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE NCDOT INSPECTOR PRIOR TO
ANY WORK IN THE NCDOT R/W.
26. ALL ROADWAY CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE CITY OF
MONROE STANDARD SPECIFICATIONS AND DETAIL MANUAL AND THE NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES, LATEST EDITION EXCEPT WHEN OTHERWISE
NOTED.
27. ALL STORM DRAIN PIPES SHALL BE PLACED TO PROPER GRADE AND ALIGNMENT PER
APPROVED PLANS.
28. NO CRACKED OR BROKEN PIPES SHALL BE PLACED OR ACCEPTED IN CONSTRUCTION OF THE
PROJECT.
29. ALL CATCH BASINS T-6" DEEP OR MORE SHALL HAVE STEPS PLACED AT 1'-2" ON CENTER.
30. EROSION CONTROL MEASURES SHALL BE PLACED AROUND DRAINAGE INLETS AND CATCH
BASINS.
31. ALL PIPES IN STORM DRAINAGE STRUCTURES SHALL BE CUT OFF FLUSH WITH THE INSIDE
WALL.
32. ALL STRUCTURES SHALL BE SMOOTH INSIDE AND OUTSIDE OF THE STRUCTURE USING
MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS TO AVOID DEBRIS BUILD-UP
OBSTRUCTING FLOW.
33. ALL TAIL DITCHES SHALL HAVE POSITIVE DRAINAGE WITH A MINIMUM 1.0%SLOPE.
34. THE DEVELOPER SHALL OBTAIN ANY OFF -SITE DRAINAGE EASEMENT FROM ADJACENT
PROPERTY OWNERS REQUIRED TO COMPLETE THE IMPROVEMENTS OR PROVIDE POSITIVE
DRAINAGE FLOW PRIOR TO CONSTRUCTION PLAN APPROVAL.
35. ALL CONCRETE FOR DRAINAGE STRUCTURES SHALL BE A MINIMUM OF 3,600 PSI EXCEPT
WHERE OTHERWISE NOTED OR REQUIRED.
36. IF THE DEVELOPER WISHES TO USE ANY PRECAST STORM DRAINAGE STRUCTURES WITHIN A
PROPOSED STREET RIGHT-OF-WAY, HE MUST SUBMIT A PROFESSIONAL ENGINEER
CERTIFICATION FOR THE STRUCTURE. ALL STRUCTURES MUST BE CERTIFIED TO
ADEQUATELY CARRY H2O LOADING. PRIOR APPROVAL FROM THE ENGINEERING DIRECTOR
SHALL BE OBTAINED IN ORDER TO INCORPORATE ANY PRECAST STORM DRAINAGE
STRUCTURES IN A PROPOSED STREET RIGHT-OF-WAY.
37. UNDER NO CIRCUMSTANCES SHALL A PRE -CAST STORM DRAINAGE STRUCTURE BE CUT OR
ALTERED WITHOUT A PROFESSIONAL ENGINEER'S CERTIFICATION OF ADEQUATE LOAD
BEARING STRENGTH FOLLOWING THE ALTERATION OF THE STRUCTURE, EXCEPT WHERE
DESIGNATED "KNOCK -OUT" PANELS ARE PROVIDED.
38. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UN-BACKFILLED
TRENCHES AFTER THE PIPE HAS BEEN PLACED.
39. THE LAYING OF PIPE IN THE FINISHED TRENCH SHALL BE STARTED AT THE LOWEST POINT
AND LAID UPGRADE. THE BELL SHALL BE LAID UPGRADE.
40. SURVEY STAKING AND PROPOSED GRADES SHALL BE CONSISTENT WITH PLANS AND FIELD
CONDITIONS
41. NO CONSTRUCTION ACTIVITIES ARE ALLOWED TO TAKE PLACE BEYOND THE FLOODPLAIN
LINE OR THE STREAM BUFFER LINE, WHICHEVER IS GREATER, WITHOUT A PERMIT ISSUED
BY THE U.S. ARMY CORPS OF ENGINEERS, THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES, AND THE CITY OF MONROE.
42. ANY DEVIATIONS FROM THE CITY OF MONROE STANDARD SPECIFICATIONS AND DETAIL
MANUAL MUST BE CLEARLY NOTED ON THE PLAN AND LISTED BELOW. (THE DEVELOPER
MUST REQUEST ANY DEVIATION FROM THE DETAIL MANUAL IN WRITING ALONG WITH
JUSTIFICATION FOR REVIEW AND RECOMMENDATION BY STAFF).
STIPULATION FOR REUSE
THIS DRAWING WAS PREPARED FOR USE
ON A SPECIFIC SITE, MEDLIN FOREST
ROAD, MONROE NC CONTEMPORANEOUSLY
WITH ITS ISSUE DATE ON 11/27/20. AND
IT IS NOT SUITABLE FOR USE ON A
DIFFERENT PROJECT SITE OR AT A LATER
TIME. USE OF THIS DRAWING FOR
REFERENCE OR EXAMPLE ON ANOTHER
PROJECT REQUIRES THE SERVICES OF
PROPERLY LICENSED ARCHITECTS AND
ENGINEERS. REPRODUCTION OF THIS
DRAWING FOR REUSE ON ANOTHER
PROJECT IS NOT AUTHORIZED AND MAY
BE CONTRARY TO THE LAW.
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MODIFICATION LOG
JOB NUMBER: C190060
CHECKED BY:
CT
DRAWN BY:
CDA
DATE:
12-9-19
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