20220724 Ver 1_2021-01305 NWP 29 Tearsheet_20220712

Action Id. SAW-2021-01305
Permittee:
Address:
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
County: Guilford U.S.G.S. Quad: NC-McLeansville
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
True Homes, LLC
Attn: Jeff Guernier
2649 Breckonridge Centre Dr., Ste. 104
Monroe, NC 28110
Size (acres) —19 Nearest Town Greensboro
Nearest Waterway UT to South Buffalo Creek River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.090639 -79.709185
Location description: The project area is located on the east side of Flemingfield Road, approximately 0.3 mile north of its
intersection with US Highway 70, at 138 Flemingfield Road, in Greensboro, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.0537 acre of
riparian non-riverine wetlands (loss of waters of the US) and 0.012 acre (131 linear feet) of stream channel (0.009 acre 193
linear feetl of which is considered a loss of waters of the US), as well as the temporary discharge of fill material into <0.001
acre (6 linear feet) of stream channel, necessary to install access and infrastructure for the Village Heights multifamily
residential development.
Applicable Law(s): © Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 5/4/2022, and the enclosed plans Permitting Plan Sheets 1 - 8. Any violation of
the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact David E. Bailey at [phone] X 30 or [e-mail].
Date: 2022.07.12 17:34:53
Corps Regulatory Official: -04'00' Date: 7/12/2022
Expiration Date of Verification: 3/15/2026

SAW-2021-01305
SPECIAL CONDITIONS
1. Please note that future impacts and/or phases of the Village Heights residential development, and
related activities associated with Corps Action ID: SAW-2021-01305, may be considered part of a
single and complete project; these impacts may be considered cumulative with impacts authorized
during earlier phases with respect to compensatory mitigation and Nationwide Permit thresholds.
Current cumulative impacts to waters of the US for the Village Heights residential single and
complete project include a total loss of 0.0537 acre of wetlands and 0.009 acre (93 linear feet) of
stream channel, or a total of 0.0627 acre of waters of the US.
Date: 2022.07.12
17:34:38 -04'00'
Corps Regulatory Official: _ Date: 7/12/2022
Expiration Date of Verification: 3/15/2026
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete the Customer Satisfaction Survey located at https://regulatory.ops.usace.army.mil/customer-service-survey/.
Copy furnished electronically:
David Brame, Pilot Environmental, Inc.
Sue Homewood, NCDEQ-DWR

m
VICINITY MAP
NOT TO SCALE
HUFFINEL RD
1
cD
0
a•
PLANTING YARD AND PARKING LOT RATE REQUIREMENTS
TYPE
STREET YARD
AVERAGE
WIDTH
(t-r.)
MINIMUM
WIDTH
(FT.) -
10
MAXIMUM
WID11-I
CANOPY
TREE RATE
UNDERSTORY
TREE RATE
SHRUBS
RATE
CURRENT M1NIMUM PLANT SIZES AS PER
THE NEW WATER WISE / TREE PRESERVATION ORDINANCE:
Canopy Tree Size: Canopy trees must have a minimum height at maturity of 40 feet and a
minimum crown width of 30 feet. Drought -tolerant canopy trees must have o minimum
caliper sire of 2 inches. Other canopy trees must have a minimum caliper size of 3
inches.
TREE CONSERVATION AREA REQUIREMENTS:
(GREATER THAN 5 AC.: 10% OF LOT SIZE)
PRELIMINARY SUBDIVISION PLAN
It 54: 34 2022
itoCAD File:
TALON DR
ct-
4,1
SUR ,f7 0 F2D (70)
SITE
TYPE "C" YARD
PARKING LOT
15
NA
10
NA
35
NA
2/100 L.F.
2/100 LF.
3/100 L.F.
1/12 PARKING
SPACES NA
17/100 LF
17/100 L.F
NA
NOTE: THE FOLLOWING STANDARDS APPLY TO STREET PLANTING YARDS AND BUFFER
PLANTING YARDS:
(A) CANOPY TREES MAY BE SUBSTITUTED FOR SHRUBS AT THE RATE OF ONE
CANOPY UNDERSTORY TREE FOR 5 SHRUBS IF APPROVED BY THE PLANNING DIRECTOR.
(8) UNDERSTORY TREES SHALL BE SUBSTITUTED FOR CANOPY TREES AT THE RATE
OF 2 UNDERSTORY TREES FOR EVERY CANOPY TREE WHEN PLANTED WITHIN 20 FEET
OF AN OVERHEAD UTILITY LINE AS MEASURED FROM THE UTILITY POLE.
LANDSCAPING NOTE
THE APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN (WHICH DEPICTS
THE PLANT TYPES AND LOCATIONS) WITHIN 90 DAYS FROM THE ISSUANCE OF THE
BUILDING PERMIT FOR REVIEW BY THE PLANNING DEPARTMENT. THE LANDSCAPE PLAN
MUST BE APPROVED BY THE PLANNING DEPARTMENT PRIOR TO RECEIVING AN
INSPECTION FOR THE CERTIFICATE OF OCCUPANCY.
THE APPLICANT WILL CONTACT THE LANDSCAPE PLANNER AT 373-2918 AFTER
THE COMPLETION OF THE SITE GRADING TO ARRANGE FOR AN ON -SITE MEETING/
INSPECTION TO DETERMINE THE CREDIT FOR THE EXISTING VEGETATION TOWARDS THE
NUMBER OF PLANTS REQUIRED IN THE PERIMETER BUFFER YARDS.
CONCEPTUAL LANDSCAPE PLANTINGS - SEE LANDSCAPE PLAN FOR DETAILS
STREET YARD PLANTING PLAN
WIDTH = 10' (1,220 LE)
CANOPY TREES = 2/100 L.F. = 24
SHRUBS = 17/100 L.F. = 207
TYPICAL STREET
LANDSCAPE BUFFER
i" = 30'
la:
TYPE 'C' BUFFER PLANTING PLAN
WIDTH = 15' (1,205 LF)
CANOPY TREES = 2/100 LE. = 24
UNDERSTORY TREES = 3/100 L.F. = 36
SHRUBS = 17/100 L.F. = 205
+CREDIT GIVEN FOR EXISTING
RETAINED VEGETATION
TYPICAL TYPE 'C'
LANDSCAPE BUFFER
1"=30'
f
r�
20'x365'
SIGHT EASEMENT
(TYR
OFFSITE
DRAINAGE AREA
4100=
10,3 CFS Y
GUTTER
NOTES:
I_ CLUSTER BOX UNIT PAD MUST HAVE 5' MIN. SIDE AISLES AND BACK AISLE IF
CBU'S ARE DUAL LOADING.
2. ACCESSIBLE PASSENGER LOADING ZONE SHALL HAVE A MAXIMUM 2%
CROSS SLOPE DRAINING TO THE CURB,
3. CLUSTER BOX UNIT CONCRETE PAD SHALL MEET ALL THE REQUIREMENTS SET FORTH
IN THE CITY OF GREENSBORO'S CLUSTER BOX UNIT DESIGN STANDARDS.
4. CLUSTER BOX UNIT PAD SHALL BE FLUSH WITH THE TOP OF THE CURB RAMP.
5. ACCESSIBLE PASSENGER LOADING ZONE SHALL BE DELINEATED BY THERMOPLASTIC
PAVEMENT MARKINGS AS PER THE CITY'S CLUSTER BOX UNIT DESIGN STANDARDS,
6- THE COO CONCRETE PAD ACTS AS THE LANDING AREA FOR THE CURB RAMP. SO
IT MUST HAVE SLOPES NO GREATER THAN 2% IN ALL ❑1RECTIONS.
7. TRANSITION SIDEWALK ON EACH SIDE OF THE ACCESSIBLE PASSENGER LOADING ZONE
TO 6 FT. WIDTH WITHOUT GRASS STRIP THROUGHOUT THE ACCISSIBLE PASSENGER
LOADING ZONE.
8. THE CBU PAD AND MAILBOXES ARE COMMON ELEMENTS MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION AND ARE NOT MAINTAINED BY THE CITY OF GREENSBORO.
STD. No. 461 ACCESSIBLE PASSENGER
LOADING ZONE FOR MAILBOX CLUSTER BOX UNITS
NOT TO SCALE
LOT DIMINSIONS (MIN.).
LOT SIZE (SF)
AREA PER DWELLING
UNIT (SF)
LOT WIDTH
INTERIOR LOT
CORNER LOT
ADDITIONAL WIDTH PER
UNIT ABOVE 3 D.U.
SETBACKS (MIN.)
STREET SETBACK
FRONT (FACADE/GARAGE)
SIDE (EXCEPT THOROUGHFARE)
THOROUGHFARE
INTERIOR SETBACK
SIDE
REAR
BULK (MAXIMUMI
HEIGHT (FEET/STORIES)
MAX. DWELLING UNITS PER BLDG.
BUILDING COVERAGE
(% OF LOT)
MAX. WIDTH
10,890 FOR 1ST 3
7,630 FOR EACH
ADDITIONAL UNIT
75'
N/A
5 FEET UP TO A TOTAL
MIN. OF 120 FEET
20./25.*
15'
35'
SEE
30-7-3-2(J)
40'
8
50
250'
PERIMETER SETBACK
GREATER OF 20% OF BUILDING LENGTH OR SETBACK BELOW
1ST UNIT 7'
2ND UNIT 10'
3RD UNIT 15'
4TH UNIT 20'
5TH UNIT 25'
MIN. BUILDING SEPERATION 10'
*WHEN A SIDEWALK iS NOT PROVIDED ALONG A PRIVATE DRIVE, AND
THE GARAGE I5 FRONT -LOADED, THE GARAGE DOOR MUST BE SET
BACK AT LEAST 20 FEET FROM BACK OF CURB.
GENERAL NOTES
1. ELEVATIONS/SLOPES WITHIN THE FACILITY, OTHER THAN THOSE NOTED.
SHALL BE AS INDICATED ON THE BUILDING PLANS, OR 1N ACCORDANCE
WITH CURRENT CODES AND INDUSTRY STANDARDS.
2. ALL PARKING. SIDEWALK, AND STRUCTURE SUBGRADES SHALL BE
COMPACTED TO 95% STANDARD PROCTOR (MIN.) UNLESS A HIGHER
LEVEL OF COMPACTION IS NOTED ON THE BUILDING PLANS.
3. THE CONTRACTOR SHALL REFER TO THE BUILDING AND PLUMBING PLANS
FOR ADDITIONAL REQUIREMENTS. INCLUDING. BUT NOT LIMITED TO,
GENERAL PLUMBING NOTES. ALL WATER AND SEWER INSTALLATIONS
SHALL CONFORM TO ALL FEDERAL STATE AND LOCAL CODES.
4. EX. UNDERGROUND UTILITIES ARE APPROXIMATE LOCATIONS BASED ON LIMITED
FIELD LOCATIONS. CONTRACTOR SHALL HAVE UNDERGROUND UTILITIES
LOCATED AND IS RESPONSIBLE FOR ASSOCIATED COSTS PRIOR TO
COMMENCEMENT OF CONSTRUCTION. IF CONFLICTS EXIST, ENGINEER SHALL
BE NOTIFIED.
5. THE LOCATION AND SIZE OF WATER AND SEWER SERVICES SHALL BE
ADJUSTED BY THE CONTRACTOR, IF NECESSARY, TO CONFORM WITH PLUMBING
PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH
THE CITY OF GREENSBORO FOR THE INSTALLATION or SERVICE LINES
AND PAY ALL TAP FEES UNLESS OTHERWISE AGREED TO WITH THE OWNER.
6. THE CONTRACTOR SHALL NOTIFY THE CITY OF GREENSBORO
TRANSPORTATION DEPARTMENT. OR IF APPLICABLE, N.C.
DEPARTMENT OF TRANSPORTATION, PRIOR TO ANY WORK
WITHIN THE RIGHT-OF-WAY. SIGNS, PAVEMENT MARKINGS
AND TRAFFIC CONTROL SHALL CONFORM WITH THE MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES, AS AMENDED.
OR OTHER APPLICABLE REQUIREMENTS/REGULATIONS.
APPLICABLE CITY/STATE PERSONNEL SHALL BE NOTIFIED
BY THE CONTRACTOR TO INSPECT DRIVEWAY TIE-INS
PRIOR TO POURING CONCRETE APRONS.
7. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
CENTERLINE SPOT PAVEMENT ELEVATIONS ARE AS -BUILT ELEVATIONS WITHOUT
THE FINAL ASPHALT LIFT INSTALLED.
LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NORTH CAROLINA
B. BUILDING CODE (NCBC), BE AT THE SAME ELEVATION AS THE FFE, AND
SHALL HAVE A MAXIMUM SLOPE 2% IN ANY DIRECTION INCLUDING IN
THE DIAGONAL
THE SLOPES IN THE HANDICAP PARKING SPACE/ACCESS AISLE AREA SHALL
9. NOT EXCEED 2% IN ANY DIRECTION INCLUDING THE DIAGONAL.
10. THERE SHALL BE LEVEL TURNING AREAS (MAXIMUM 2% SLOPE IN ANY
DIRECTION INCLUDING iN THE DIAGONAL) ON ALL SIDEWALKS
WHERE AN INTERSECTING SIDEWALK CO NECTS WITH [T.
11. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN
THE SITE, EXCEPT WHERE LABELED AS A RAMP WITH RAILS. WHICH
EXCEED A 5X SLOPE IN THE DIRECTION OF TRAVEL AND A 2% CROSS SLOPE.
12. NO OVERHEAD POWER LINES SHALL EXIST WITHIN THE PROPERTY LIMITS
OR LESS THAN TEN FEET OUTSIDE THE LIMITS.
13, ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A DEMOLITION PERMIT FROM
BUILDING INSPECTIONS.
14. ALL DISTURBANCE SHALL COMPLY WITH APPROVED STATE/CORPS PERMITS.
DISTURBANCE ACTIVITIES SHALL FOLLOW THE CURRENT APPROVED EROSION CONTROL
PLAN/PERMIT FOR VILLAGE HEIGHTS SUBDIVISION.
15. EXISTING TOPOGRAPHY SHOWN PER ORIGINAL PLAN.
16. PROTECTIVE FENCING MUST BE INSTALLED AROUND THE TREE CONSERVATION
AREA BEFORE ANY TREE DISTURBING ACTIVITIES. SUCH FENCES MUST
BE AT LEAST 4 FEET IN HEIGHT AND MUST CONSIST OF ORANGE
POLYETHYLENE SAFETY FENCING. WHERE THE TREE PROTECTION FENCE AND
SOIL EROSION CONTROL FENCE RUN CONGRUENT, THE SOIL EROSION
CONTROL FENCE MAY BE SUBSTITUTED FOR THE TREE PROTECTION FENCE.
FENCING MUST REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND
OTHER LANDSCAPING HAS BEEN INSTALLED, AND THE PLANNING
DIRECTOR HAS APPROVED ITS REMOVAL.
7. ALL PED,JSTRIAN ROUTES GREATER THAN 5% (1:2O). IF ANY ARE LABELED AS
RAMPS SHOWING SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM MAX. 2%
SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL), RAILINGS/
GUARDRAILS, AND SHALL COMPLY WITH NCBC.
•
JIM ALLEY, INC. +<
D.B. 327( PG. 127 »,
PARCEL 4115006 i( ..
USE: SINGLE FAMILY
ZONING: AG
c"'• .1 J
f
Understory Tree Size: Understory trees must have a minimum height at maturity of 25 to
40 feet except that trees to be placed below overhead utility lines may not exceed a
mature height of 20 feet. Draught -tolerant understary trees must have a minimum caliper
size of 1 inch. Other understory trees must have a minimum caloper size of 2 Inches.
Shrub Size and Type: Shrubs located parallel to the edge of parking lots. access drives,
loading and unloading areas and outside storage must be evergreen with o minimum height
or spread of 18 inches at the time of planting and reach a minimum height of 36 inches
and a minimum spread of 30 inches upon maturity. All other required shrubs may be
evergreen or deciduous and must be at least 3 gallon in size (per ANSI standards) at the
time of planting.
TREE CONSERVATION NOTES:
. CONTACT THE PLANNING DIRECTOR TO SCHEDULE A PRE -CONSTRUCTION MEETING BEFORE ANY TREE
DISTURBANCE, EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), OCCURS ON THIS SITE.
2. ALL TREE CONSERVATION DEVICES MUST BE INSTALLED BEFORE INSPECTION BY THE PLANNING
DIRECTOR AND BEFORE ANY TREE DISTURBANCE ACTIVITIES, EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5),
OCCUR.
3. REMOVAL OF OR DAMAGE TO TREES IN THE TREE CONSERVATION AREA WILL BE SUBJECT TO ALL
AVAILABLE REMEDIES AND PENALTIES UNDER THE CITYS DEVELOPMENT ORDINANCE.
4. NO PARKING, STORAGE. DIRT STOCKPILING, CONCRETE WASHOUT OR ANY OTHER ACTIVITIES IS
PERMITTED IN THE TREE CONSERVATION AREA.
CHARTER DEVELOPMENT CO., L.L.C.
D.B. 7780 PG. 2081
SEE P.B. 192-54
PARCEL #82783
USE: SCHOOL
PROPOSED
5' GRASS STRIP(TYP
4�n -I'R'1 P D5ED
I �I =WALK
zosE
ZOOoNE 2-
COG 502-A
TURNAROUND
1.1
115';T
LBUF
cr
18. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS (MAX. 2% SLOPE 1N ANY
DIRECTION INCLUDING IN THE DIAGONAL) AT THE TOP AND BOTTOM AND
SHALL COMPLY WITH THE NCBC.
19. ALL RETAINING WALLS GREATER THAN 4' REQUIRE A BUILDING PERMIT
FROM BUILDING INSPECTIONS.
20. STAIRS/STEPS WITH LESS THAN A 12" ELEVATION CHANGE SHALL COMPLY
WITH FICK 1003.5.
21. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE REQUIRED
FROM ALL EXIT DOORS TO THE PUBLIC WAY IN COMPLIANCE WITH NCBC 1006.
22. BOUNDARY INFORMATION TAKEN FROM DEEDS. RECORD PLATS. AND PRIOR
SURVEYS BY JAMESTOWN ENGINEERING GROUP, INC.
23. STORM SEWER TIE-IN PERMIT REQUIRED, CONTACT JOHNNIE HILL AT
[phone].
24. STORM SEWER AS-BUILTS REQUIRED - AFTER FINAL TRC APPROVAL. SUBMIT
ONE SET OF PLANS To THE ENGINEERING DEPARTMENT FOR RECORD PURPOSES.
25. REFER TO APPROVED LANDSCAPING PLAN FOR DETAIL LOCATIONS AND PLANTING TYPES.
26. ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH CITY OF GREENSBORO STANDARDS.
27. THESE DRAWINGS ARE PRELIMINARY AND FOR REVIEW BY THE CITY OF GREENSBORO AND
ARE NOT FOR CONSTRUCTION,
26. COMMON AREAS WILL BE OWNED AND MAINTAINED BY VILLAGE HEIGHTS HOA_
29. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS NOTED OTHERWISE.
30. THIS IS A CONCEPTUAL LANDSCAPE PLAN. THE APPLICANT MOST SUBMIT A DETAILED
LANDSCAPE PLAN (WHICH DEPICTS THE PLANT TYPES AND LOCATIONS) WITHIN 90 DAYS
FROM THE ISSUANCE OF THE BUILDING PERMIT FOR REVIEW BY THE PLANNING DEPARTMENT.
THE LANDSCAPE PLAN MUST BE APPROVED BY THE PLANNING DEPT. PRIOR TO RECEIVING
AN INSPECTION FOR THE CERTIFICATE OF OCCUPANCY.
31. ALL THE NECESSARY PERMITS/APPROVALS HAVE BEEN/WIU BE OBTAINED FROM THE STATE/
CORPS FOR ANY WETLANDS DISTURBANCE AND ANY STREAM CROSSINGS/DISTURBANCE.
COPIES OF APPROVED PERMITS SHALL BE SENT TO MICHAEL BORCHERS AT CITY OF GREENSBORO.
32. BOUNDARY INFORMATION TAKEN FROM SURVEY BY JAMESTOWN ENGINEERING GROUP. INC.
TOPOGRAPHIC INFORMATION TAKEN FROM A COMBINATION OF LIMITED FIELDWORK AND NC LIDAR,
33, ALL SIDEWALKS AND HANDICAP RAMPS SHALL BE INSTALLED TO CURRENT ADA REQUIREMENTS.
34. ALL INTERNAL ROADWAYS SHALL BE PRIVATE DRIVES, AND MAINTENANCE
PROVIDED FOR BY THE HOMEOWNERS ASSOCIATION, NOT THE CITY OF
GREENSBORO.
35. ALL ON -SITE UTILITIES SHALL BE CONSTRUCTED TO CITY OF GREENSBORO
STANDARDS, HOWEVER, SHALL BE PRIVATE WITH MAINTENANCE
TO THE WATER METERS AND CLEAN -OUTS PROVIDED BY THE
HOMEOWNERS ASSOCIATION, NOT THE CITY OF GREENSBORO.
36. PARKING AREAS THROUGHOUT MULTI -FAMILY SECTION SHALL BE CONCRETE
OR ASPHALT.
37. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE PUBLIC RIGHT-OF-WAY.
38. NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT-OF-WAY.
39. ALL. COMMON ELEMENTS MUST HAVE A MAINTENANCE AGREEMENT THROUGH AN OWNERS ASSOCIATION.
40. UTILITY FEES OTHER THAN GREENSBORO MAY APPLY.
41. DRIVEWAYS TO BE CONSTRUCTED PER COG 416-A.
42. SIDEWALK TO BE CONSTRUCTED PER COG 418-A.
43. NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES AT A HEIGHT BETWEEN
2.5' AND 10' (CANOPY) ABOVE THE FINISHED GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY
STREET INTERSECTION SIGHT TRIANGLE.
44. PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE AROUND ALL ABOVE GROUND UTILITIES.
45. GARBAGE PICK-UP SERVICE SHALL BE INDIVIDUAL MOBILE TOTES.
46. NO DUMPSTERS ARE BEING PROPOSED
47. THE PROPOSED DEVELOPMENT COMPLIES WITH THE OUTDOOR LIGHTING STANDARDS OF THE
GREENSBORO LDO, INCLUDING THE 35 FOOT POLE HEIGHT AND COMPLIANCE WITH THE
LIGHT TRESPASS REQUIREMENTS IN 30-9-6.6.
46. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS M1ICH ARE TO BE
PERMITTED THROUGH DEVELOPMENT SERVICE (BUILDING INSPECTIONS) CALL 336-373-2155.
AFTERWARDS, CONTACT ROADWAY INSPECTIONS AT 336-373-2336 WHEN SIDEWALK AND/OR
DRIVEWAYS ARE READY FOR INSTALLATION.
r
1'
rGSST5'
f�•�•
EASEMENTCr(TYP.) 40 CL-;R/W/• . � B-�C�-F/'C' . �• J. }' irk H�.� ;�.�
29�' c.55'
SIGHT EASEMENT
EX.)- TQ I _.
TOTAL SITE: 32.11 Ac. = 3.21 Ac.
TREE CONCERVATION AREAS PROVIDED:
TCA ,I1 (25% EVG 75% DEC): 5.41 Ac. 4-36"DBH
TCA #2 (10% EVG 90% DEC): 1.26 Ac. 4-30"DBN
6.67 Ac.
Drought -Tolerant Planting Techniques (30-10-4.2)
The following standards must be met for all required planting yards.
(A) Sail preparation for the entire planting yard must include the addition of organic amendments tilled to a depth
to 12 inches.
(6) All plantings must be mulched (including inerior parking lot islands less than 500
inches. The mulch must be perrnanently maintained free of trash and weeds.
(C) Earthen basins must be constructed around the installed plants.
of 8
square feet) to a depth of 3 to 4
OFFSITE
DRAINAGE AREA
548 CFS
SE-E^P. B. 19 2-54 . �.
CONSTRUCTION
NTRANCE PER- COG 436
G20' ACCE
EA~�EM
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ANNACOR PROPE TiE3;. -�LLC
=
DRAINAGE AREA, LOT 2 OF
Q 100 = ` '' .PD,B: 64292931 .B. 93.148. 't
24.4 CFS USE: COMMERCIAL
ZONING: AG
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PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 3/4" WATER SERVICE
AND/OR 4' SEWER SERVICE. CALL DEVELOPMENT SERVICES
AT [phone] FOR PERMIT.
CONSTRUCTION INSPECTION:
CONSTRUCTION INSPECTION REQUIRED FOR 6-12' WATER LINE
AND/OR 8" SANITARY SEWER. CALL [phone] TO
SCHEDULE INSPECTOR.
OTHER NOTES:
1. A LANDSCAPE PLAN (WHICH DEPICTS THE PLANT TYPES,
LOCATIONS, AND WATER WISE PLANTING TECHNIQUES) MUST BE
SUBMITTED TO THE PLANNING DEPARTMENT FOR REVIEW AND
APPROVAL WITHIN 90 DAYS FROM THE ISSUANCE OF THE BUILDING
PERMIT. THE LANDSCAPE PLAN MUST BE APPROVED BY THE
PLANNING DEPARTMENT PRIOR TO RECEIVING AN INSPECTION FOR
THE CERTIFICATE OF OCCUPANCY.
2. THE REQUIRED LANDSCAPE PLANT MATERIAL MUST BE INSTALLED
USING WATER WISE PLANTING TECHNIQUES AND INSPECTED PRIOR
TO RECEIVING A CERTIFICATE OF OCCUPANCY. TO REQUEST AN
INSPECTION OR IF YOU HAVE ANY QUESTIONS, CONTACT THE
PLANNING DEPARTMENT.
3. THE REQUIRED PARKING SPACES AND DRIVE AISLES MUST BE
PAVED AND STRIPED PRIOR TO RECEIVING A CERTIFICATE OF
OCCUPANCY.
UTILITY NOTES
1. ALL CONSTRUCTION TO COG/NCDEQ STANDARDS.
2. ALL ONSITE PRIVATE WATER/SEWER TO BE MAINTAINED BY OWNER.
3. CLEANOUTS IN LOAD BEARING AREAS TO BE PER GSO-224. PROVIDE DETAIL
4. METER, BACKFLOW PREVENTER AND ENCLOSURES TO COG STD.
5. ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE PROVIDED.
6. SERVICES THAT TIE INTO MANHOLES MUST DO SO AT THE SHELF UNLESS MANHOLE IS
GREATER THAN 10'. THEN USE A RELINER INSIDE DROP.
7. METERS CANNOT BE SET UNTIL EASEMENTS ARE RECORDED AND PROVIDED TO WATER
RESOURCES.
8. THE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT.
9. METERS CANNOT BE LOCATED IN LOAD BEARING AREAS.
10. UTILITY FEES OTHER THAN CITY OF GREENSBORO MAY BE APPLICABLE.
11. PROVIDE SEWER CLEANOUTS AT THE EASEMENT/R.O.W. AND 5' OFF OF THE BUILDING.
211-.38' -
7
.. q f
rp�
,/
� EEC ,
40' RR'II : F3<s.f]IC4kTION
WIDL SO' 18'
(CL TO F
g-04'-.35"-.'W
200.50'.
P flk'7.89513916 8-0O
ANIV4'COR PROPERTIES,
D.B. 6041-3032
LOT 1 OF
sij OFFSITE
DRAINAPE AREA
Q lop
Line Bearing Distance
Curve
C1
C2
JIM ALLEINii, INC.
D.B. 327 PG, 127
USE: SINGtEL:70.11LY
L, ZONING: AG
FOR
VILLAGE HEIGHTS
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
FEBRUARY, 2022
JOB No. 2019078
DEVELOPER/OWNER:
TRUE HOMES
121 SHIELDS PARK DR.
Association Maintenance:
is responsible for maintaining
the permanent wet detention pond as directed by the government
office having jurisdiction for the watershed protection ond if the
association should be dissolved or cease to exist, then in that event
all owners of record at the time of required maintenance shall be
jointly and severally liable for any and all cost attendant thereto.
Government Access Rights:
Th)t Jgovernment office having jurisdiction for watershed protection
and their assigns will have right of access to the permanent pond
for inspections and maintenance enforcement.
PIN 7895139771-000
DONNA M. SANDERS
and husband, ROBERT A. SANDERS
D.B. 8100-1966
USE: RESIDENTIAL
ZONING: AG
Radius Chard Bearing and Distance Arc Length
ri
9
•
USE: SI.I.pLE FAMILY
ZONING: AG
RIGHT OF 'WAY ,
BENE TING-. „CITY OF \GREENvSBORO
PIN 789514906.3-000
D.B. 7864-2102
USE: RESIDENTIAL
ZONING: AG
STORMWATER QUANTITY CONTROL
THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN ARE DESIGNED IN ACCORDANCE WITH CITY
OF GREENSBORO STANDARDS TO REDUCE THE POST -DEVELOPMENT 1-YEAR 24 HOUR STORM EVENT, THE
2-YEAR 24 HOUR EVENT, AND THE 10-YEAR 24 HOUR STORM EVENT TO PRE -DEVELOPMENT RATES.
STORMWATER QUALITY CONTROL
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING STANDARDS IN THE COMMUNITY, IT IS MY
PROFESSIONAL OPINION THAT RUNOFF FROM THE FIRST INCH OF RAINFALL FROM AREAS THAT ARE REQUIRED
TO BE CONTROLLED PER 30-4-15.6B4a OF THE GREENSBORO LAND DEVELOPMENT ORDINANCE IS CONTROLLED
BY A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR
EXCEED Tt-tpREP.011iMENTS IN THE GREENSBORO STORMWATER MANAGEMENT MANUAL.
P.E. 9TALI SEAL
DATE
•
SHEET INDEX
0.0 COVER SHEET
1.1 OVERALL PRELIM. PLAN
1.2 ENLARGED PRELIMINARY PLAN
1.3 EXISTING CONDITION MAP
2.1 P/P AMBERGATE WAY
2.2 P/P CANNINGTON AVENUE
2.3 P/P WHEATHILL STREET
2.4 P/P BIDDLE STREET
2.5 P/13 HIRSCH WAY
3.1 INITIAL EROSION CONTROL
3.2 FINAL GRADING & E.C.
3.3 EROSION CONTROL DATA
4.1 SCM No. 1 DETAILS
5.1 DETAILS
5.2 DETAILS
NCGO1 GENERAL REQUIREMENTS
SITE DATA
- ZONING: CD RM-12
- TAX ID: 115006 (PORTION)
- TOTAL AREA =32.11
- TOTAL No. OF UNITS ALLOWED 170
- TOTAL NUMBER OF UNITS PROPOSED = 170
BUA = 8.72 Ac.
(SEE WATERSHED DATA FOR DETAILS)
- TOTAL PRIVATE STREET LENGTH = 3375 LF
- OPEN SPACE REQUIRED = 1.70 AC
WATERSHED DATA
- WATERSHED: SOUTH BUFFALO CREEK
- AVERAGE SLOPE: 4%
BUA SUMMARY:
FUTURE ADDITIONAL = 0.200 AC*
= 8.720 AC± (27.2%)
- RIVER BASIN: CAPE FEAR
- LAT: 36.0901
- ESTIMATED START DATE: MARCH, 2022
VALLEY CURB & GUTTER DETAIL
NOT TO SCALE
37. PRIVATE UTILITY & ACCESS EASEMENT
11'
VALLEY CURB
& GUTTER
(TYP.)
11'
1" S 9.5B BELOW CURB
S 9.5C (EXTEND 1' FROM
8" ABC BACK OF CURB)
de-- TYPICAL 271 B-B PRIVATE DRIVE SECTION
NOT TO SCALE
PIN 7895149460-000
JUNIOR MANESS
D.B. 2792-409
USE: RESIDENTIAL
omgatIANKITROA
5C? TOTAL 50' TOTAL
Y
}
INTERIA
SIRE AU
n
THIS PROPERTY IS NOT LOCATED IN A
SPECIAL FLOOD HAZARD ZONE AS INDICATED
ON FIRM PANEL 3710789500J DATED JUNE 18, 2007
1" 60'
STREAM BUFFER SECTION DETAIL
SEE GREENSBORO DEVELOPMENT ORDINANCE
FOR PRACTICES AND ACTIVITIES NOT ALLOWED
IN ZONES 1 AND 2
100' 50'
ZONE 1 - UNDISTURBED AREA OF VEGETATION
EXTENDING A MINIMUM OF 30 FEET FROM TOP
OF BANK.
ZONE 2 - UNDISTURBED AREA OF VEGETATION
BEGINNING AT THE OUTER EDGE OF ZONE 1 AND
EXTENDING LANDWARD A MINIMUM OF 20 FEET.
EXCEPTIONS MUST BE APPROVED BY THE
TECHNICAL REViEW COMMITTEE (TRC).
100'
200'
SCALE: 1" = 100'
JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
JAMESTOWN, N.C. 27282
/4.e° inc. Telephone [phone]
C-0626

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IMPACT MAP
FOR
VILLAGE HEIGHTS
DEVELOPED BY
TRUE HOMES
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
APRIL, 2022
JOB No. 2019-078
0
150'
300'
SCALE: 1" = 150'
N
Permitting Plan Sheet 1

Permitting Plan Sheet 2
RIP -RAP APRON: 28 LF (112 SF) S-2
TEMP. BYPASS UPSTREAM: S-3
6 LF (24 SF)
N
IMPACT QUANTITIES
ZONE 1 BUFFER: 4,166 SF
ZONE 2 BUFFER: 1,544 SF
PIPE & HEADWALL FOOTINGS: S-1
65 LF (260 SF STREAM)
TEMP. BYPASS DOWN STREAM:
(SEE RIP -RAP APRON)
WETLAND IMPACT: 496 SF W 1
t
ST
IMPACT S-1
AND
IMPACT W-1
FOR
VILLAGE HEIGHTS
DEVELOPED BY
TRUE HOMES
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
APRIL, 2022
JOB No. 2020-018
40' 30' 20• 10• 0
40'
80'
SCALE:
LIMITS dF
'WETLANdS
r 1r
1r
TOP/ BANK I, x
`•) (4' MIDT+•i) :1 l
H # II
MPACT/ 1 ax
W-1 +
1
— —1
1
1\
1 "= 40'

Permitting Plan Sheet 3
0+00
760
750.00
740.00
40' 30' 20' 10' 0
IMPACT S-1 CROSS SECTION
FOR
VILLAGE HEIGHTS
1+00
2+00
z
wi
W
z
z
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DEPTH.?
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i
RIP-RAPALI O
-
' FLUSH VI/ITH 1 GRADE•
40' 80' 4' 3' 2' 1' 0
4'
8'
HORZ. SCALE: 1 "=40'
VERT. SCALE: 1 "=4'

Permitting Plan Sheet 4
PIPE INSTALLATION CONSTRUCTION SEQUENCE: PIPE
E
57 STONE FACE. INSTALL RIPRAP CHECK DAM WITH WASHED No. INSTALLATION
1 f
2. INSTALL RIPRAP ENERGY DISSIPATER BELOW T
CHECK DAM. DETAIL
3. INSTALL IMPERIOUS DIKE ON UPSTREAM END' 1
OF IMPACT,
4. INSTALL TEMPORARY BYPASS PUMP,
DISCHARGE LINE, AND SUCTION LINE- ENSURE
PUMP AND LINES ARE PROPERLY
ANCHORED/SECURED.
5. INSTALL PIPE FROM DOWNSTREAM END
PROCEEDING UPSTREAM.
E REMOVE IMPERVIOUS DIKE AND INSTALL
UPSTREAM ENDWALL.
iS 1i'b'.
IMPERVIOUS
OW- A ' err .r DIKE
PUMP
F p\S
n
❑
m
0
m
RIPRAP CHECK
DAM W/ WASHED
tkr, #57 STONE FACE
szcz, mew
strizi oral
SILT FENCE W/
STONE OUTLETS
4 �
csisP

Permitting Plan Sheet 5
BEFORE YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
IEGER) Ala acme - GREEN
BACKGROIRE - ■iETE
LEGEN) Ala SINGER - Gil
DACKGRG,u - I GE
Bore OF SIRV R7-6
R740 PENALTY %NS ARE
IEaIRED TO ACLi11F+WY ALL
R7-0 OR R7-8A POCK SIGNS
mum m AFTER DEC- 31. 1990.
HC PARKING SIGN
NO SCALE
RESERVED
PARKING
1111
ELM AND SCROFR - GREEN
ONE SALO. ON 911E BAL1[LRQ.1f1
BAaWRGIJO - NA{ITE
3.4 PARKING L DNS
Tr( R7-8 PAXINC SICJV APPROVED FOR
USE I.NCOER CE1EERk STATUTE 20-37.6
NONE ESIN TNO JAL 1, 11■9 ALL ACCMORE
MONO SPACES (OICLLODIG THOSE SPACES
COSMIC MR TO OILY 1. ISM SHALL 8E
REM) BY GE IERAL STA U1E TO SE
ICOriIF0 BY AR R7-S CR R7-SA SICNI.
STANDARD CITY OF GREENSBORO
NO. DETAILS REFERENCE
101
102
108
201
202
205 & 205A
206
208
400
422
427, 402, 403,
412, 428
501
603
424
425
TYPICAL HOUSE CONNECTION & HYDRANT SETTING
TYPICAL VALVE BOX AND EXTENSION
WATER LINE BLOW -OFF
STANDARD MANHOLE
DROP CONNECTION FOR STANDARD MANHOLE
MANHOLE RING AND COVER
MANHOLE STEP
TRENCH BEDDINGS
STORM SEWER DIVERSION MANHOLE
PIPE OUTLET EROSION CONTROL DEVICE
CURB INLET AND TOP DETAILS
CONCRETE CURB AND GUTTER
STREET SECTION 30' FACE
4' X 4' BRICK MASONRY YARD INLET
4' X 4' PRECAST CONCRETE YARD INLET COVER
• CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING GREENSBORO
CITY STANDARDS FOR REFERENCE PRIOR TO BIDDING
PROJECT AND FOR REFERENCE DURING CONSTRUCTION
770
PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 3/4" WATER SERVICE
AND/OR 4" SEWER SERVICE. CALL DEVELOPMENT SERVICES
AT [phone] FOR PERMIT.
CONSTRUCTION INSPECTION:
CONSTRUCTION INSPECTION REQUIRED FOR 6-12" WATER LINE
AND/OR 8" SANITARY SEWER. CALL [phone] TO
SCHEDULE INSPECTOR.
ENCROACHMENT PERMIT REQUIRED THROUGH NCDOT.
CALL [phone] FOR PERMIT. 10' R/W
40'
+1
it
•1
tSTACB 1+1-2684.dO
SEE SEWER PROFILE BELOW
CB 1-25
STA 1+84.00
/ 1
/ /
1 {
1
7
WATER & SEWER NOTES
1. ALL CONSTRUCTION TO COG/NCDEQ STANDARDS.
2, ALL ON -SITE PRIVATE WATER/SEWER TO BE
MAINTAINED BY OWNER.
3. TERMINATE EXISTING, UNUSED WATER/SEWER
TO THE MAIN TO COG STANDARDS.
4. CLEANOUTS IN LOAD BEARING AREAS TO BE
PER GS0-224.
5. METER, BACKFLOW PREVENTER & ENCLOSURES
TO COG STANDARDS.
6. ALL STANDARD NCDEQ/COG REQUIRED UTILITY
SEPARATIONS MUST BE PROVIDED.
7. SERVICES THAT TIE INTO MANHOLES MUST DO 50
AT THE SHELF UNLESS MANHOLE IS GREATER THAN
10', THEN USE A RELINER INSIDE THE DROP.
8. METERS CANNOT BE SET UNTIL EASEMENTS ARE
RECORDED & PROVIDED TO WATER RESOURCES.
9. THERE I5 NOT A FIRE PUMP ASSOCIATED WITH
THIS PROJECT.
10. METERS CANNOT BE LOCATED IN LOAD -BEARING AREAS.
11. MULTIPLE USERS CAN REQUIRE TANDEM BACKFLOW
PREVENTERS.
12. TAPS ON WATER/SEWER LINES 16" OR LARGER
MUST BE PERFORMED 8Y WATER RESOURCES PERSONNEL.
25' PUBLIC UTILITY EASEMENT'
DEDICATED EXCLUSIVE TO THE
CITY OF GREENSBORO
MH A-1
STA 2+52.30
LT._
20' PU13LIC UTI ITY
EASEM NT DED ATED
EXCLUSIVE TO ITY
OF GREENSBORq
0
O
.I I
1 /
1 1'
11 N
STA 2+
8" x 6'
8" PLU(
6" G.V.
HYD. A�
10 '0
MH OF-3
STA 0+00
en th = 60.0
o
N 0�
& BOX
SEMBLY
30' PUBLIC UTILITY EASEMENT
DEDICATED EXCLUSIVE TO THE
CITY OF GREENSBORO
DMH 1-24
STA 3+65.22
(13' RT.)
CANNINGT
SEE SHEET
26.0 L.F. 18" IF
1.■D I Z�
++�+ -_`1 0.32 1F RCP 3.10%
N AVE.
No. 2.2
MH B-1
STA 3+82.07
(5' LT.)
CB 1-27
STA 3+65.18
97.30 L.F.15" RCP 0 1.00%;
DI 1-29
TOP=750.20
INV OUT=747.70
CB 1-30
STA 4+35.5V
8" TRi.SS SE
ZZ
STORM DRAINAGE NOTES:
1. STORM AS-BUILTS REQUIRED
STORM AS-BUILTS ARE REQUIRED FOR ALL NEW PIPES
12" AND LARGER. SUBMIT ONE (1) SET OF PLANS TO THE
ENGINEERING DEPARTMENT FOR RECORD PURPOSES. PLEASE CALL
[phone] WITH QUESTIONS.
2. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER
NCDOT SPECIFICATIONS.
3. PUBLIC STORM SEWER INSPECTION REQUIRED
PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT
ANDY VINCENT AT [phone] TO SCHEDULE THE ASSIGNMENT
OF AN INSPECTOR.
4. STRUCTURES CANNOT ENCROACH OR PROJECT LOAD INTO
DRAINAGE EASEMENTS.
R (PRIVATE)•P
rMI.=
'STA
_re
CL INTERSECTION
STA
8" x
(2) 8"
+70±
3" TEE
G.V. &
BOX
STA
(= STA
ROAD
3+77.81
0+00
'B')
15' I.D.E.
'- (TYPE}
LULiIILiLJII
YI 1-28
Tar= 2 8Q---
INV IN=746.73
INV OUT= 746.53
+,
11
J�i'iMir.15
_
_
1fi
0
STA 5+Q5±
8"x6"TEE
6" G.V.
HYD. ASSEMBLY
& BOX
LJ
LJ
LJ
Li
t J
I
I
311,7' 21.7' 21.7' 31.7'
■
10' TYP.
■
■
■'
3/4" W.M. (TYP.)
.
p1942SF(TYP.
LOT AREA)
p2837 SF (TYP.
LOT AREA)
�•
_
_
20'MBL(TYP.)
4" C.O. (TYP-)
?1,v)l,
le
zISO5
U.E.
Immimmurami
MI■
TYPICAL W/5 CONNECTIVITY AND LOT DIMENSIONS
NOT TO SCALE
CL
0
0
0
lri
cri
CBU
(SEE DETAIL)
CB 1-42
STA 6466.58
15' P.D.E.
r (TYP.)
MH A-2
STA 7+13.31
(5' LT.)
37' UTILITY EASEMENT
27' B-B
VALLEY CURB
& GUTTER
(TYP.)
.."--3" STONE
1" 5 9.58 BELOW CURB
1.5" 5 9.58 (EXTEND 1' FROM
8" ABC BACK OF CURB)
TYPICAL 27' B-B PRIVATE ❑RIVE SECTION
NOT TO SCALE
8" TRU' S SEWER(PRIV6TE)
-
o
STA 8+45±
8" x 8" TEE
(2) 8' G.V. & BOX
WATER & SEWER
SERVICES (TYP.)
YI 1-33
TOP=757.70
INV OUT=754.70
HIRS E No 2•5
5�E SHE �� '�
+06.56
CL INTERSECTION
STA 8+52.63
(= STA 0+00
ROAD 'E')
C.A.B.C. (3 MIN.)
VALLEY CURB & GUTTER DETAIL
NOT To SCALE
MH A-3
STA 9+45.09
(5' LT.)
w
8" DIP (PRIVATE)
I
{
STA 9+68±
8"x6'TEE
8" G.V. & OX
6" G.V. & 0X
HYD. ASSEMBLY
DEAD MAN RESTRAINT
(GS0-118)
NOTES:
1. CLUSTER BOX UNIT PAD MUST HAVE 5' MIN. SIDE AISLES AND BACK AISLE 1F
CBU'S ARE DUAL LOADING.
2. ACCESSIBLE PASSENGER LOADING ZONE SHALL HAVE A MAXIMUM 2%
CROSS SLOPE DRAINING TO THE CURB.
3. CLUSTER BOX UNIT CONCRETE PAD SHALL MEET ALL. THE REQUIREMENTS SET FORTH
IN THE CITY OF GREENSBORO'S CLUSTER BOX UNIT DESIGN STANDARDS.
4. CLUSTER BOX UNIT PAD SHALL BE FLUSH WITH THE TOP OF THE CURB RAMP.
5. ACCESSIBLE PASSENGER LOADING ZONE SHALL BE DELINEATED BY THERMOPLASTIC
PAVEMENT MARKINGS AS PER THE CITY'S CLUSTER BOX UNIT DESIGN STANDARDS.
6. THE CBU CONCRETE PAD ACTS AS THE LANDING AREA FOR THE CURB RAMP. 50
IT MUST HAVE SLOPES NO GREATER THAN 2% IN ALL DIRECTIONS.
7. TRANSITION SIDEWALK ON EACH SIDE OF THE ACCESSIBLE PASSENGER LOADING ZONE
TO 6 FT. WIDTH WITHOUT GRASS STRIP THROUGHOUT THE ACCESSIBLE PASSENGER
LOADING ZONE.
B. THE CBU PAD AND MAILBOXES ARE COMMON ELEMENTS MAINTAINED BY THE
HOMEOWNER'S ASSOCIATION AND ARE NOT MAINTAINED BY THE CITY OF GREENSBORO.
STD. No. 461 ACCESSIBLE PASSENGER LOADING ZONE
FOR MAILBOX CLUSTER BOX UNITS
NOT TO SCALE
SHEET 1 OF 1
N
STA 10+04.08
END ROADWAY
46' 30' 20' 10' 0
40'
8O'
SCALE: 1 "=40'
NOTES:
1. ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF GREENSBORO
ENGINEERING ROADWAY AND UTILITY STANDARDS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR OBTAINING GREENSBORO CITY STANDARDS FOR
REFERENCE PRIOR TO BIDDING PROJECT AND FOR REFERENCE DURING
CONSTRUCTION.
2. WHEEL CHAIR RAMPS WILL BE C.O.G. STD. #418.
3. THE CONTRACTOR SHALL OBTAIN FROM THE CITY OF GREENSBORO A
MANUAL OF STANDARD DETAILS. (ALL BID PRICES AND CONSTRUCTION
INSTALLATIONS SHALL CONFORM WITH THESE DETAILS.)
4. ALL UTILITIES, PUBLIC AND PRIVATE, SHALL COMPLY WITH CITY OF
GREENSBORO STANDARDS.
5. STORM STRUCTURES SHALL MEET THE FOLLOWING STANDARDS:
CB - CATCH BASIN - NCDOT 840.02 w/ 840.03
YI - YARD INLET - COG 424 w/ 425
DI - GRATED DROP INLET - NCDOT 840.18 w/ 840.24
DMH - DIVERSION MANHOLE - COG 400 w/ 413
CI - CURB INLET - COG 403 W/ 411
6. PDE I5 A PRIVATE DRAINAGE EASEMENT
B
L
z
7
Q
750
6
c
0
CP
.7'
w
BU
2"
RY
740
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0
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11
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JAMESTOWN ENGINEERING GROUP, INC.
CONSULTING ENGINEERS
117 E. MAIN STREET
P.O. BOX 365
JAMESTOWN, N.C. 27282
Telephone [phone]
C-0626
11
■_
■�
CB
REVISIONS
=752,04
TYPE
ROADWAY
SEWER
WATER
SIDEWALK
CB
TO
IN
IN
1-
32
P=758
.38
✓ IF4=754.
✓ OUT=
75
754
5
.NH AL-2
TOP= 758.78
INV IN=952
INV QUT=7:
0
CONTRACT
CONTRACTOR
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• MENNEN
• MINIIME
-BUILT
AUTH. DATE
BENCH MARKS
1111.111111
_-JOB NO.
7
00
1+
2019078
DESIGNED TRG
DETAILED TRG
CHECKED DWP
SCALE:
I' = 40' HDRZ.
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Permitting Plan Sheet 6
IMPACT QUANTiTIES
ZONE 1 BUFFER: 153 SF
ZONE 2 BUFFER: 114 SF
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CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
APRIL, 2022
JOB No. 2020-018
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Permitting Plan Sheet 7
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Permitting Plan Sheet 8
IMPACT QUANTITIES
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'
IMPACT W-3
FOR
VILLAGE HEIGHTS
DEVELOPED BY
TRUE HOMES
CITY OF GREENSBORO
GUILFORD COUNTY, NORTH CAROLINA
APRIL, 2022
JOB No. 2020--018
40' 30' 20' 10' 0 40'
SCALE: 1 "=40'
LIM ITS OF
ThSTURBAN E
PROPOSED
GRADING
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Action ID Number: SAW-2021-01305 County: Guilford
Permittee: True Homes, LLC (Attn: Jeff Guernier)
Project Name: Village Heights / 138 Flemingfield Road / Greensboro / Guilford County / residential
Date Verification Issued: 7/12/2022
Project Manager: David E. Bailey
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

SAW-2021-01305
A. Determination of Jurisdiction:
1. e There are waters, including wetlands on the above -described project area that may be subject to Section 404 of the
Clean Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This
preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
(Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting
the Corps district for further instruction. Please note, if work is authorized by either a general or nationwide permit, and
you wish to request an appeal of an approved JD, the appeal must be received by the Corps and the appeal process
concluded prior to the commencement of any work in waters of the United States and prior to any work that could alter
the hydrology of waters of the United States.
2. ❑ There are Navigable Waters of the United States within the above -described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). This determination may be relied upon for a period not to exceed five years from the date of this notification, provided
there is no change in law or our published regulations or new information that warrants revision of this determination.
3. ❑ There are waters, including wetlands within the above -described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). This determination may be relied upon for a period not to exceed
five years from the date of this notification, provided there is no change in law or our published regulations or new information
that warrants revision of this determination.
4. A jurisdiction determination was not completed with this request. Therefore, this is not an appealable action. However, you may
request an approved JD, which is an appealable action, by contacting the Corps for further instruction.
5. ❑ The jurisdictional areas within the above -described project area have been identified under a previous action. Please reference
jurisdictional determination issued _. Action ID:
B. Basis For Determination: See the preliminary Jurisdictional Determination form dated 7/12/2022.
C. Remarks:
D. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
E. Appeals Information for Approved Jurisdiction Determinations (as indicated in A2 and A3 above).
If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed
you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Philip Shannin, Appeal Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
AND
PHILIP.A. SHANNIN@,USACE.ARMY.MIL
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not applicable.
It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence. .:�_ Date: 2022.07.12 17:33:26
Corps Regulatory Official:-04'00'
David E. Bailey
Date of JD: 7/12/2022 Expiration Date of JD: Not applicable

SAW-2021-01305
PROCESS AND
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND
REQUEST FOR APPEAL
Applicant: True Homes, LLC (Attu: Jeff Guernier) File Number: SAW-2021-01305 Date: 7/12/2022
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
x
SECTION
Additional
or the
I - The following identifies your rights and options regarding an administrative appeal
of the above decision.
information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for fmal
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED
•
signature
rights
•
this
PERMIT: You may accept or appeal the permit
ACCEPT: If you received a Standard Permit, you may sign the permit document and return
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and
on the Standard Permit or acceptance of the LOP means that you accept the permit
to appeal the permit, including its terms and conditions, and approved jurisdictional
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of
you may appeal the declined permit under the Corps of Engineers Administrative Appeal
it to the district engineer for fmal
your work is authorized. Your
in its entirety, and waive all
determinations associated with the
certain terms and conditions therein,
Process by completing Section II of
the division engineer within 60 days
form and sending the form to the division engineer. This form must be received by
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers
completing Section II of this form and sending the form to the division engineer. This form
engineer within 60 days of the date of this notice.
Administrative Appeal Process by
must be received by the division
D: APPROVED
information.
•
•
JURISDICTIONAL DETERMINATION: You may accept or appeal the
ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify
date of this notice, means that you accept the approved JD in its entirety, and waive all
APPEAL: If you disagree with the approved JD, you may appeal the approved JD under
Administrative Appeal Process by completing Section II of this form and sending the form
approved JD or provide new
the Corps within 60 days of the
rights to appeal the approved JD.
the Corps of Engineers
to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

SAW-2021-01305
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
I
REASONS FOR APPEAL OR OBJECTIONS: (Describe your
proffered permit in clear concise statements. You may attach
objections are addressed in the administrative record.)
reasons for appealing the decision or your objections to an initial
additional information to this form to clarify where your reasons or
ADDITIONAL INFORMATION: The appeal is limited to a
record of the appeal conference or meeting, and any supplemental
clarify the administrative record. Neither the appellant nor the
review of the administrative record,
information that the review
Corps may add new information
the location of information that
the Corps memorandum for the
officer has determined is needed to
or analyses to the record.
is already in the administrative
However, you may provide additional information to clarify
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: David E. Bailey
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
If you only have questions regarding the appeal process you may
also contact:
MR. PHILIP A. SHANNIN
ADMINISTRATIVE APPEAL REVIEW OFFICER
CESAD-PDS-O
60 FORSYTH STREET SOUTHWEST, FLOOR M9
ATLANTA, GEORGIA 30303-8803
PHONE: [phone]; FAX [phone]
EMAIL: [e-mail]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: David E. Bailey, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Philip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]