20230549 Ver 1_USACE Permit_20230630

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2023-00402 County: Guilford U.S.G.S. Quad: NC -Browns Summit
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Blu Ladder Construction, LLC
Attn: Jay Gaffney
Address: 108 State Street, Suite 300
Greensboro, NC 27408
E-mail: jay.gaffneyAblu-ladder.com
Size (acres) —21.3 Nearest Town Greensboro
Nearest Waterway UT to Unnamed Tributary at Camp Herman River Basin Cape Fear
USGS HUC 03030002 Coordinates 36.164805,-79.723572
Location description: The pro*ect area is located on the northeast side of Esterwood Road, approximately 0.2 mile northwest of
its intersection with US Highway 29, in Greensboro, Guilford County, North Carolina.
Description of projects area and activity: This verification authorizes the discharge of fill material into 0.019 acre (166 linear
feet) of stream channel (0.016 acre 1136 linear feet] of which is considered a permanent loss) and the temporary discharge of
fill material into 0.001 acre (10 linear feet) of stream channel, necessary to construct access and infrastructure for the Greens
Village multi -family residential development.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 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 4/17/2023additional information received via email on 5/24/2023, and the
enclosed plans "Greens Village" "Master Site Plan", "Detailed Site Plan — South", "Detailed Site Plan — North", and "Crossing
Exhibit." 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 (LAMA), 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] o David.E.Bailey2(a,usace.army.mil.
Coms Re2ulatory Official: Date: 06/30/2023
Expiration Date of Verification: 3/15/2026

SAW-2023-00402
SPECIAL CONDITIONS
1. Please note that future impacts and/or phases of the Greens Village residential development, and
related activities associated with Corps Action ID: SAW-2023-00402, 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 Greens Village single and complete
project include a total loss of 0.016 acre (136 linear feet) of stream channel/potential waters of the
US.
Corps Regulatory Official: Date: 06/30/2023
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.gM.mil/customer-service-survey.
Copy furnished electronically:
Michael Brame, Pilot Environmental, Inc., [e-mail]
Seren Homer, NCDEQ-DWR, seren.homergncdenngov
Rebecca Chandler, NCDEQ-DWR, rebecca.chandlerkncdenr.gov

GENERAL NOTES:
1. AREA DETERMINED UTILIZING COMPUTER SOFTWARE.
2. GRID TIE INFORMATION BASED ON MONUMENTATION AND DATUM AS SHOWN,
ALL DISTANCES ARE GROUND DISTANCES (US FEET) UNLESS OTHERWISE
SHOWN.
3. NO NGS MONUMENTS WERE RECOVERED WITHIN 2000' OF THIS PROPERTY.
4. NO SUBSURFACE INVESTIGATION PERFORMED BY FLEMING ENGINEERING, INC.
5. UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE GROUND
INDICATORS ONLY, UNLESS OTHERWISE NOTED.
6. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF
WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE
AT THE TIME OF INSPECTION.
7. THE SURVEYOR HAS NOT PERFORMED A TITLE INVESTIGATION ON THIS
PROPERTY, THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN
ACCURATE TITLE INVESTIGATION MAY DISCLOSE.
8. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING OR
CONVEYANCE.
9. THE CLASSIFICATION OF THIS SURVEY IS NORTH CAROLINA CLASS A.
10. HORIZONTAL DATUM: NAD83(2011).
11. ANY SIGNS TO BE PLACED ON SITE MUST BE SUBMITTED SEPARATELY FOR
ZONING REVIEW.
12. PATIO/OVER HANG AREA IS GOING TO BE AN OPEN AREA THAT SHARES THE
SAME ROOF AS THE OFFICE BUILDING.
13. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION
PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT.
14. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT
DISCHARGES IN ACCORDANCE WITH NCBC.
15. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON
THE SITE PLAN. IF NO OVERHEAD POWER LINES ARE INDICATED, THERE SHALL
BE NONE WITHIN 10 FEET OF THE PROPERTY LIMITS.
16. HANDICAP SIGNAGE SHALL BE INSTALLED ON FACE OF BUILDING.
CONTRACTOR TO COORDINATE LOCATION WITH OWNER AND ARCHITECTURAL
PLANS.
SITE PLAN NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF GREENSBORO,
GUILFORD COUNTY PLANNING & EROSION CONTROL, NCDEQ AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
3. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO
STANDARD PROCTOR MAXIMUM DRY DENSITY AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER AND SHALL CONFORM TO CITY OF GREENSBORO
REQUIREMENTS WITHIN PUBLIC RIGHT OF WAY.
4. 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 TO CONTACT ANY LOCAL
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811 ". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE
APPROPRIATE UTILITY, AGENCY, OR COMPANY. CONTRACTOR TO COORDINATE
ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED RELOCATION
(I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
STORMWATER MANAGEMENT INFORMATION
1. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710788700J, EFFECTIVE DATE JUNE 18TH, 2007.
2. BUILT UPON AREA (BUA)
TOTAL AREA: 930,079 SF 21.35 ACRES
EXISTING BUA: 103,237 SF 2.37 ACRES (11.10%)
EXISTING BUA TO BE REMOVED: 87,556 SF 2.01 ACRES (9.40%)
PROPOSED BUILT UPON AREA: 280,091 SF 6.43 ACRES (30.12%)
TOTAL BUA: 295,772 SF 6.79 ACRES (31.80%)
3. ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED FROM NCDEQ
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE.
4. ENGINEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL: THE NET
INCREASE IN BUILT -UPON AREA IS GREATER THAN 400 SQUARE FEET,
THEREFORE, THIS DEVELOPMENT IS SUBJECT TO 30-12-7.2(B)(7)(b) OF THE
GREENSBORO LAND DEVELOPMENT ORDINANCE.
5. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT
SPECIFICATIONS.
6. PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT CHAD MANESS AT
[phone] TO SCHEDULE THE ASSIGNMENT OF AN INSPECTOR.
SITE LIGHTING NOTE
1. THE OUTDOOR SITE LIGHTING SHALL COMPLY WITH CITY OF
GREENSBORO GENERAL DEVELOPMENT STANDARD 30-9-6.
TRANSPORTATION NOTES:
1. 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.
2. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE
PUBLIC RIGHT OF WAY.
3. NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT
OF WAY.
4. REFERENCE COG STD. 416-A FOR ACCEPTABLE DRIVEWAY GRADES
(SEE SHEET 26 OF 29).
5. DRIVEAY TO BE CONSTRUCTED PER COG 416-B (SEE SHEET 26 OF 29).
6. SIDEWALK TO BE CONSTRUCTED PER COG 418-A (SEE SHEET 26 OF 29).
7. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING CURB AND
GUTTER ALONG PROPERTY FRONTAGE PER 30" COG 501.
8. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG
PROPERTY FRONTAGE PER COG 418-A.
9. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS
WHICH ARE TO BE PERMITTED THROUGH DEVELOPMENT SERVICES
(BUILDING INSPECTIONS) CALL 336-373-2155. AFTERWARDS,
CONTACT ROADWAY INSPECTIONS AT 336-373-2336 WHEN SIDEWALK
AND/OR DRIVEWAYS ARE READY FOR INSTALLATION.
10. MAINTAIN A 5' UTILITY CLARENCE AT DRIVES.
11. PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE AROUND ALL
ABOVE GROUND UTILITIES.
UTILITY NOTES:
1. ALL CONSTRUCTION TO COG/NCDEQ STDS.
2. TERMINATE EXISTING, UNUSED WATER/SEWER TO THE MAIN TO COG STD.
3. METER, BACKFLOW PREVENTER AND ENCLOSURES TO COG STD.
4. ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE
PROVIDED.
5. CONTACT JAY GUFFEY (336-373-7779) FOR A LIST OF APPROVED
CONTRACTORS TO MAKE TAPS ON REHABILITATED MAINS.
6. COORDINATE METER REMOVAL WITH COG METER SHOP. #336-373-2071
7. THERE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT.
ZONING NOTES:
1. PERMITTED USES SHALL BE LIMITED TO ALL USES PERMITTED
IN THE RM-18 ZONING DISTRICT EXCEPT LAND CLEARING AND
INERT DEBRIS LANDFILLS, MINOR (ACCESSORY USE).
2. THE MINIMUM SEPARATION DISTANCE FROM MULTI -FAMILY
BUILDINGS TO ADJACENT PARKING OR DRIVE AISLE IS 10'.
3. MAXIMUM ALLOWED BUILDING LENGTH IS 250'.
4. ZONING INFORMATION:
STREET SETBACK: 20'
SIDE STREET SETBACK: 15'
THOROUGHFARE SETBACK: 35'
SIDE AND REAR SETBACKS:
ABUTTING R-DISTRICTS OR SINGLE FAMILY DWELLINGS
SIDE: 20', REAR: 40'
ABUTTING ANY OTHER DISTRICT:
SIDE: 15', REAR: 20'
TREE CONSERVATION/RESTORATION AREA:
TCA REQUIRED: 10.00% x 23.82 ACRES (1,037,599 SF) = 2.38 (103,673 SF)
REFORESTATION RATE: 400 SF PER 2" CALIPER TREE
-90,328.897 SF / 400 SF = 225.82 = (226) 2" CALIPER TREES REQUIRED
- (226) 2" CALIPER TREES X 400 S.F. = 90,328.897 S.F.
TCA PROVIDED: 2.40 AC (104,544 S.F.)
TREE CONSERVATION NOTES:
1. 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 CITY'S DEVELOPMENT ORDINANCE.
4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR
ANY OTHER ACTIVITIES IS PERMITTED IIN THE TREE CONSERVATION
AREA.
PARCEL#: 84098 i 40
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LANDSCAPING:
1. PER COG DEVELOPMENT ORDINANCE 30-10-2.5 C: ON LOTS OF RECORD THAT EXISTED PRIOR
TO JULY 1, 1992 THAT ARE LESS THAN 55,000 SQUARE FEET IN AREA, NO DEVELOPMENT IS
REQUIRED TO LANDSCAPE MORE THAN 15% OF THE SITE.
2. A MINIMUM 5-FOOT WIDE PLANTING YARD WITH A COMBINATION OF VEGETATION AND/OR
OPEN DECORATIVE FENCING AT LEAST 2.5 FEET IN HEIGHT AND A MAXIMUM OF 3.5 FEET IN
HEIGHT SHALL BE PROVIDED AT OWNER'S DISCRETION
3. STREETSCAPE CANOPY TREES ARE SPREAD OUT WITHIN SITE DUE TO SITE CONSTRAINTS.
4. NO NEW TREES OR THE PROJECTED MATURE CANOPY ALLOWED WITHIN 10' OF
EXISTING/PROPOSED WATER AND SEWER.
LANDSCAPE BUFFER YARD:
PLANTING YARD TYPE: C
AVERAGE WIDTH: 15 FT
LENGTH: 3,880 FT
CANOPY TREES (2 PER 100 FT):
REQUIRED: 78
PROVIDED: 78
UNDERSTORY TREES (3 PER 100 FT):
REQUIRED: 117
PROVIDED: 117
SHRUBS (17 PER 100 FT):
REQUIRED: 660
PROVIDED: 660
STREET PLANTING YARD
PARKING LOT LANDSCAPING:
PARKING AREA: 1 TREE PER 12 SPACES
CANOPY TREES
REQUIRED: 24
PROVIDED: 24
TOTAL LANDSCAPING PROVIDED
WIDTH: 10 FT
LENGTH: 1,120 FT
0
CANOPY TREES: 125
CANOPY TREES (2 PER 100 FT):
REQUIRED: 23
UNDERSTORY TREES: 117
PROVIDED: 23
®
SHRUBS (17 PER 100 FT):
SHRUBS: 851
REQUIRED: 191
PROVIDED: 191
PARCEL# PIN OWNER ❑B PG PB PG ZONING LUC
127289
7887-58-5347
GLADYS COBLE FAMILY FARM LLC
7493
1713
R-3
1
84046
7887-68-8902
LARRY WILLIAM WHITE
3425
1690
R-3
1
84041
7887-69-6090
MARVIN L. WOMACK
6496
642
R-3
1
84040
7887-69-5078
APRIL BANKS- SWANSON
6636
2778
R-3
1
84043
7887-69-4184
JAMESA LIVENGOOD
7121
2250
R-3
1
84044
7887-69-3169
DAVID MICHAEL MORRISON
4946
71
62 76
R-3
1
84026
7887-68-5609
KEELEY REALTY GREENSBORO LLC
7493
1713
LI
4
84038
7887-59-7191
JEFFREYALLAN KINTUP
4496
1425
76 166
R-3
1
84107
7888-50-3391
JASON JAKE & MANDY ELAINE SWOFFORD
4135
260
14 14
R-3
1
W55
7888-50-7217
HOBERT H & NORA B BURLESON
2717
95
125 150
84098
7889-50-8448
HOBERT H & NORA B BURLESON
4561
606
14 68
R-3
1
84047
7888-71-3155
STATE OF NORTH CAROLI NA
2662
159
PI
3
84048
7887-79-1354
DEPARTMENT OF TRANSPORTATION
8564
2056
HB
3
84033
7887-79-0013
DEPARTMENT OF TRANSPORTATION
8514
577
RS-30
1
84041
7887-59-5463
DALY MANAGEMENT LLC
8556
2901
R-3
1
84041
7887-59-9824
DALY MANAGEMENT LLC
8556
2901
R-3
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SIDEWALK INSTALLATION AND INSPECTION:
1. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK
AND/OR DRIVEWAYS WHICH ARE TO BE PERMITTED
THROUGH DEVELOPMENT SERVICES (BUILDING
INSPECTIONS) CALL 336-373-2155.
2. AFTERWARDS, CONTACT ROADWAY INSPECTIONS AT
336-373-2336 WHEN SIDEWALK AND/OR DRIVEWAYS
ARE READY FOR INSTALLATION.
PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 3" WATER SERVICE
AND 6" SEWER SERVICE. CALL DEVELOPMENT SERVICES
AT [phone] FOR PERMIT.
EXISTING WATER METER REMOVAL:
COORDINATE EXISTING WATER METER REMOVAL WITH
THE CITY OF GREENSBORO METER SHOP. [phone]
84026
DUMPSTER:
PLEASE CALL AT LEAST 6 WEEKS PRIOR FOR DUMPSTER PLACEMENT. ALL NEW
DUMPSTERS PAD CONSTRUCTIONS MUST MEET THE CITY OF GREENSBORO
SPECIFICATIONS FOR SINGLE AND DOUBLE PADS/ENCLOSURES
(HTTP://WWW.GREENSBORO-NC.GOV/INDEX.ASPX?PAGE=522). SINGLE DUMPSTER
PADS/ENCLOSURES SHOULD BE 10 FEET WIDE, IF THE DUMPSTER PAD IS GOING TO HAVE
AN ENCLOSURE, THEN THE OPENING/ENTRANCE TO THE ENCLOSURE SHOULD BE 12 FEET
WIDE, 2 FEET WIDER THAN THE PAD. DOUBLE DUMPSTER PADS SHOULD BE 20 FEET WIDE,
IF THE DUMPSTER PAD IS GOING TO HAVE AN ENCLOSURE, THEN THE OPENING/ENTRANCE
TO ENCLOSURE SHOULD BE 22 FEET WIDE, 2 FEET WIDER THAN THE PAD. ALWAYS CALL TO
SCHEDULE A SITE VISIT PRIOR TO THE POURING OF CONCRETE FOR ANY NEW DUMPSTER
PAD. JAMES JORDAN FIELD OPERATIONS, SOLID WASTE DIVISION 336-373-2256.
JAM [e-mail]"
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84046
SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
i
\ 0
co
i
i
i
i
i
\% FUTURE NCDOT R/W
WIDTH VARIES
TOTAL AREA: 13.85 AC
3" S9.56
7" ABC
24' DRIVE AISLE PAVEMENT SECTION (HEAVY DUTY)
N.T.S.
SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
2" S9.5B
6" ABC
PARKING SPACE PAVEMENT SECTION (LIGHT DUTY)
N.T.S.
E DATA
RCEL: 84035
:7887697696
GREENS APARTMENT LLC
OPERTY ADDRESS: 4717 4733 US HIGHWAY 29 N
8643 PG: 2677
TAL SITE AREA: 23.82 ACRES
,HT OF WAY DEDICATION: 2.47 ACRES
-ECTIVE SITE AREA: 21.35 ACRES
VING:
STING ZONING: CD RM-18
ID USE: MULTI-FAMILY/DUPLEX
✓ELOPMENT STANDARDS:
E ZONING NOTES FOR SETBACK INFORMATION)
I. BUILDING SEPARATION: 10'
K. BUILDING HEIGHT ALLOWABLE: 80'
K. BUILDING HEIGHT PROPOSED: 44'
FAL NO. OF UNITS: 192
gSITY : 192 UNITS / 23.82 AC = 8.06 UNITS/AC
LDING COVERAGE: 90.214 SF (8.69%)
gSITY REQUIREMENT:
)0 SF/DU FOR FIRST 3 DUs THEN 2,420 SF
R EVERY ADDITIONAL LOT
)UIRED LOT SIZE: 8,500 SF + 457,380 = 465,880 SF (10.70 AC)
EA PROVIDED = 15.48 AC
EN SPACE
.A REQUIRED: 435 SF X 192 UNITS = 83,520 SF (1.92 AC)
EA PROVIDED: 538,997 SF (12.37 AC)
PARKING REQUIREMENTS
AMENITY AREA: 1 PER 25 UNITS
0-1 BEDROOM: 1.25 PER UNIT
2 BEDROOM: 1.5 PER UNIT
3 BEDROOM: 2.0 PER UNIT
PHASE 1 HAS 2-36 UNIT BUILDINGS AND 5-24 UNIT BUILDINGS
AMENITY AREA: 192 UNITS @ 1 PER 25 UNITS = 8 SPACES
I BEDROOM UNITS: 96 UNITS @ 1.25 SPACES PER UNIT= 120 SPACES
2 BEDROOM UNITS: 84 UNITS @ 1.5 SPACES PER UNIT= 126 SPACES
3 BEDROOM UNITS: 12 UNITS @ 2.0 SPACES PER UNIT = 24 SPACES
TOTAL PARKING SPACES REQUIRED: 278 SPACES
TOTAL PARKING SPACES PROVIDED: 279 SPACES
UNIT BREAKDOWN TABLE
BUILDING
TYPE
1
BEDROOM
2
BEDROOM
3
BEDROOM
24 UNITS
12
12
0
36 UNITS
18
12
6
TOTAL
30
24
6
100 0 50 100 200 400
SCALE 1"=100'
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PARCEL#
PIN
OWNER
❑B
PG
PB PG
ZONING
LUC
127289
7887-58-5347
GLADYS COBLE FAMILY FARM LLC
7493
1713
R-3
1
84046
7887-68-8902
LARRYWILLIAM WHITE
3425
1690
R-3
1
84041
7887-69-6090
MARVIN L. WOMACK
6496
642
R-3
1
84040
7887-69-5078
APRI L BANKS- SWANSON
6636
2778
R-3
1
84043
7887-69-4184
JAMESA LIVENGOOD
7121
2250
R-3
1
84044
7887-69-3169
DAVID MICHAEL MORRISON
4946
71
62 76
R-3
1
84026
7887-68-5609
KEELEY REALTY GREENSBORO LLC
7493
1713
LI
4
W38
7887-59-7191
JEFFREYALLAN KINTUP
4496
1425
76 166
R-3
1
84107
7888-50-3391
JASON JAKE & MANDY ELAINESWOFFORD
4135
260
14 14
R-3
1
84055
7888-50-7217
HOBERT H & NORA B BURLESON
2717
95
125 150
84098
7888-50-8448
HOBERT H & NORA B BURLESON
4561
606
14 68
R-3
1
84047
7888-71-3155
STATE OF NORTH CAROLI NA
2662
159
PI
3
84048
7887-79-1354
DEPARTMENT OF TRANSPORTATION
8564
2056
HB
3
84033
7887-79-0013
DEPARTMENT OF TRANSPORTATION
8514
577
RS-30
1
84041
7887-59-5463
DALY MANAGEMENT LLC
8556
2901
R-3
1
84041
7887-59-9824
DALY MANAGEMENT LLC
8556
2901
R-3
1
SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
3" S9.5B
77�
7" ABC
24' DRIVE AISLE PAVEMENT SECTION (HEAVY DUTY)
SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
N.T.S. N.T.S.
TREE CONSERVATION/RESTORATION AREA:
TCA REQUIRED: 10.00% x 23.82 ACRES (1,037,599 SF) = 2.38 (103,673 SF)
REFORESTATION RATE: 400 SF PER 2" CALIPER TREE
-90,328.897 SF / 400 SF = 225.82 = (226) 2" CALIPER TREES REQUIRED
- (226) 2" CALIPER TREES X 400 S.F. = 90,328.897 S.F.
TCA PROVIDED: 2.40 AC (104,544 S.F.)
TREE CONSERVATION NOTES
1. 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 CITY'S DEVELOPMENT ORDINANCE.
4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR
ANY OTHER ACTIVITIES IS PERMITTED IIN THE TREE CONSERVATION
AREA.
UNIT BREAKDOWN TABLE
BUILDING
TYPE
1
BEDROOM
2
BEDROOM
3
BEDROOM
24 UNITS
12
12
0
36 UNITS
18
12
6
TOTAL
j 30
j 24
j 6
LANDSCAPING:
1. PER COG DEVELOPMENT ORDINANCE 30-10-2.5 C: ON LOTS OF RECORD THAT EXISTED PRIOR
TO JULY 1, 1992 THAT ARE LESS THAN 55,000 SQUARE FEET IN AREA, NO DEVELOPMENT IS
REQUIRED TO LANDSCAPE MORE THAN 15% OF THE SITE.
2. A MINIMUM 5-FOOT WIDE PLANTING YARD WITH A COMBINATION OF VEGETATION AND/OR
OPEN DECORATIVE FENCING AT LEAST 2.5 FEET IN HEIGHT AND A MAXIMUM OF 3.5 FEET IN
HEIGHT SHALL BE PROVIDED AT OWNER'S DISCRETION
3. STREETSCAPE CANOPY TREES ARE SPREAD OUT WITHIN SITE DUE TO SITE CONSTRAINTS.
4. NO NEW TREES OR THE PROJECTED MATURE CANOPY ALLOWED WITHIN 10, OF
EXISTING/PROPOSED WATER AND SEWER.
LANDSCAPE BUFFER YARD:
PARKING LOT LANDSCAPING:
PLANTING YARD TYPE: C
PARKING AREA: 1 TREE PER 12 SPACES
AVERAGE WIDTH: 15 FT
CANOPY TREES
LENGTH: 3,880 FT
REQUIRED: 24
CANOPY TREES (2 PER 100 FT):
PROVIDED: 24
REQUIRED: 78
PROVIDED: 78
UNDERSTORY TREES (3 PER 100 FT):
REQUIRED: 117
PROVIDED: 117
SHRUBS (17 PER 100 FT):
REQUIRED: 660
PROVIDED: 660
STREET PLANTING YARD:
TOTAL LANDSCAPING PROVIDED
WIDTH: 10 FT
LENGTH: 1,120 FT
CANOPY TREES: 125
0
CANOPY TREES (2 PER 100 FT):
REQUIRED: 23
UNDERSTORY TREES: 117
PROVIDED: 23
®
SHRUBS (17 PER 100 FT):
SHRUBS: 851
REQUIRED: 191
PROVIDED: 191
PLUMBING PERMIT NOTICE:
PLUMBING INSPECTION REQUIRED ON 3" WATER SERVICE
AND 6" SEWER SERVICE. CALL DEVELOPMENT SERVICES
AT [phone] FOR PERMIT.
EXISTING WATER METER REMOVAL:
COORDINATE EXISTING WATER METER REMOVAL WITH
THE CITY OF GREENSBORO METER SHOP. [phone]
SIDEWALK INSTALLATION AND INSPECTION:
1. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK
AND/OR DRIVEWAYS WHICH ARE TO BE PERMITTED
THROUGH DEVELOPMENT SERVICES (BUILDING
INSPECTIONS) CALL 336-373-2155.
2. AFTERWARDS, CONTACT ROADWAY INSPECTIONS AT
336-373-2336 WHEN SIDEWALK AND/OR DRIVEWAYS
ARE READY FOR INSTALLATION.
DUMPSTER:
PLEASE CALL AT LEAST 6 WEEKS PRIOR FOR DUMPSTER PLACEMENT. ALL NEW
DUMPSTERS PAD CONSTRUCTIONS MUST MEET THE CITY OF GREENSBORO
SPECIFICATIONS FOR SINGLE AND DOUBLE PADS/ENCLOSURES
(HTTP://WWW.GREENSBORO-NC.GOV/INDEX.ASPX?PAGE=522). SINGLE DUMPSTER
PADS/ENCLOSURES SHOULD BE 10 FEET WIDE, IF THE DUMPSTER PAD IS GOING TO HAVE
AN ENCLOSURE, THEN THE OPENING/ENTRANCE TO THE ENCLOSURE SHOULD BE 12 FEET
WIDE, 2 FEET WIDER THAN THE PAD. DOUBLE DUMPSTER PADS SHOULD BE 20 FEET WIDE,
IF THE DUMPSTER PAD IS GOING TO HAVE AN ENCLOSURE, THEN THE OPENING/ENTRANCE
TO ENCLOSURE SHOULD BE 22 FEET WIDE, 2 FEET WIDER THAN THE PAD. ALWAYS CALL TO
SCHEDULE A SITE VISIT PRIOR TO THE POURING OF CONCRETE FOR ANY NEW DUMPSTER
PAD. JAMES JORDAN FIELD OPERATIONS, SOLID WASTE DIVISION 336-373-2256.
[e-mail]"
`� ZONE 2
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w N \ / o SPACE
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OPEN
SPACE 13 �� R20' FOC
POOL O �65' DRAINAGE i
FENCING TO BE HOUSE �� / ESMT.
I i APPROX. 5' TOB
=3,308 SF � 6' DRIVE AISLE - - OMUF_L
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w o -9,800 SF op I vGP per\ 24' FC-FC HEIGHT: 43.8'
COG STD 418 (TYP.) gN�P�E \� UTILITY EASEMENT OM
P 3 STORY - 24 UNIT
R20' FOC APARTMENT BLDG OPEN
(8 UNITS/FLOOR) SPACE
z DE --`%40,10,083 SF
z w OPEN 20 / 3 9T �,
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40' I / / �2RETAINING WALL
PARCEL#:
84038
PARCEL#:
127289
DEAD END STREET
PER COG STD. 502-A
DETAILS & SHEET 11 FOR
PROPOSED GRADING)
�S BUILDING
HEIGHT:43.6'
V
I \�
DOUBLE DUMPSTER
PAD WITH GATES &
SCREEN ENCLOSURE
COG STD 1001, 1003 & 1008
(SEE DETAIL SHEET)
/ PARCEL#:
84046
50 0 25 50 / 100 200
. 1_1Roimmel
SITE PLAN NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF GREENSBORO,
GUILFORD COUNTY PLANNING & EROSION CONTROL, NCDEQ AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
3. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO
STANDARD PROCTOR MAXIMUM DRY DENSITY AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER AND SHALL CONFORM TO CITY OF GREENSBORO
REQUIREMENTS WITHIN PUBLIC RIGHT OF WAY.
4. 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 TO CONTACT ANY LOCAL
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811 ". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE
APPROPRIATE UTILITY, AGENCY, OR COMPANY. CONTRACTOR TO COORDINATE
ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED RELOCATION
(I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
11
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VICINITY MAP
1 "=2000'
SITE DATA
PARCEL: 84035
PIN:7887697696
OWNER: GREENS APARTMENT LLC
PROPERTY ADDRESS: 4717 4733 US HIGHWAY 29 N
DB: 8643 PG: 2677
TOTAL SITE AREA: 23.82 ACRES
RIGHT OF WAY DEDICATION: 2.47 ACRES
EFFECTIVE SITE AREA: 21.35 ACRES
ZONING:
EXISTING ZONING: CD RM-18
LAND USE: MULTI-FAMILY/DUPLEX
DEVELOPMENT STANDARDS:
(SEE ZONING NOTES FOR SETBACK INFORMATION)
MIN. BUILDING SEPARATION: 10'
MAX. BUILDING HEIGHT ALLOWABLE: 80'
MAX. BUILDING HEIGHT PROPOSED: 44'
'0 0 m�11
Al
LN
TOTAL NO. OF UNITS: 192
DENSITY: 192 UNITS / 23.82 AC = 8.06 UNITS/AC
BUILDING COVERAGE: 90,214 SF (8.69%)
DENSITY REQUIREMENT:
8,500 SF/DU FOR FIRST 3 DUs THEN 2,420 SF
FOR EVERY ADDITIONAL LOT
REQUIRED LOT SIZE: 8,500 SF + 457,380 = 465,880 SF (10.70 AC)
AREA PROVIDED = 15.48 AC
OPEN SPACE
AREA REQUIRED: 435 SF X 192 UNITS = 83,520 SF (1.92 AC)
AREA PROVIDED: 538,997 SF (12.37 AC)
PARKING REQUIREMENTS
AMENITY AREA: 1 PER 25 UNITS
0-1 BEDROOM: 1.25 PER UNIT
2 BEDROOM: 1.5 PER UNIT
3 BEDROOM: 2.0 PER UNIT
PHASE 1 HAS 2-36 UNIT BUILDINGS AND 5-24 UNIT BUILDINGS
AMENITY AREA: 192 UNITS @ 1 PER 25 UNITS = 8 SPACES
I BEDROOM UNITS: 96 UNITS @ 1.25 SPACES PER UNIT= 120 SPACES
2 BEDROOM UNITS: 84 UNITS @ 1.5 SPACES PER UNIT= 126 SPACES
3 BEDROOM UNITS: 12 UNITS @ 2.0 SPACES PER UNIT = 24 SPACES
TOTAL PARKING SPACES REQUIRED: 278 SPACES
TOTAL PARKING SPACES PROVIDED: 279 SPACES
ZONING NOTES:
1. PERMITTED USES SHALL BE LIMITED TO ALL USES PERMITTED
IN THE RM-18 ZONING DISTRICT EXCEPT LAND CLEARING AND
INERT DEBRIS LANDFILLS, MINOR (ACCESSORY USE).
2. THE MINIMUM SEPARATION DISTANCE FROM MULTI -FAMILY
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GENERAL NOTES:
BUILDINGS TO ADJACENT PARKING OR DRIVE AISLE IS 10 .
3. MAXIMUM ALLOWED BUILDING LENGTH IS 250'.
1.
AREA DETERMINED UTILIZING COMPUTER SOFTWARE.
4. ZONING INFORMATION:
2.
GRID TIE INFORMATION BASED ON MONUMENTATION AND DATUM AS SHOWN,
STREET SETBACK: 20'
ALL DISTANCES ARE GROUND DISTANCES (US FEET) UNLESS OTHERWISE
SIDE STREET SETBACK: 15'
SHOWN.
THOROUGHFARE SETBACK: 35'
3.
NO NGS MONUMENTS WERE RECOVERED WITHIN 2000' OF THIS PROPERTY.
SIDE AND REAR SETBACKS:
4.
NO SUBSURFACE INVESTIGATION PERFORMED BY FLEMING ENGINEERING, INC.
ABUTTING R-DISTRICTS OR SINGLE FAMILY DWELLINGS
5.
UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE GROUND
SIDE: 20', REAR: 40'
INDICATORS ONLY, UNLESS OTHERWISE NOTED.
ABUTTING ANY OTHER DISTRICT:
6.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF
SIDE: 15', REAR: 20'
WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE
AT THE TIME OF INSPECTION.
7.
THE SURVEYOR HAS NOT PERFORMED A TITLE INVESTIGATION ON THIS
PROPERTY, THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN
TRANSPORTATION NOTES:
ACCURATE TITLE INVESTIGATION MAY DISCLOSE.
1.
NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES
8.
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING OR
AT A HEIGHT BETWEEN 2.5' AND 10' (CANOPY) ABOVE THE FINISHED
CONVEYANCE.
GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY STREET
9.
THE CLASSIFICATION OF THIS SURVEY IS NORTH CAROLINA CLASS A.
INTERSECTION SIGHT TRIANGLE.
10.
HORIZONTAL DATUM: NAD83(2011).
2.
NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE
11.
ANY SIGNS TO BE PLACED ON SITE MUST BE SUBMITTED SEPARATELY FOR
PUBLIC RIGHT OF WAY.
ZONING REVIEW.
3.
NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT
12.
PATIO/OVER HANG AREA IS GOING TO BE AN OPEN AREA THAT SHARES THE
OF WAY.
SAME ROOF AS THE OFFICE BUILDING.
4.
REFERENCE COG STD. 416-A FOR ACCEPTABLE DRIVEWAY GRADES
13.
ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION
(SEE SHEET 26 OF 29).
PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT.
5.
DRIVEAY TO BE CONSTRUCTED PER COG 416-B (SEE SHEET 26 OF 29).
14.
MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT
6.
SIDEWALK TO BE CONSTRUCTED PER COG 418-A (SEE SHEET 26 OF 29).
DISCHARGES IN ACCORDANCE WITH NCBC.
7.
REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING CURB AND
15.
ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON
GUTTER ALONG PROPERTY FRONTAGE PER 30" COG 501.
THE SITE PLAN. IF NO OVERHEAD POWER LINES ARE INDICATED, THERE SHALL
8.
REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG
BE NONE WITHIN 10 FEET OF THE PROPERTY LIMITS.
PROPERTY FRONTAGE PER COG 418-A.
16.
HANDICAP SIGNAGE SHALL BE INSTALLED ON FACE OF BUILDING.
9.
PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS
CONTRACTOR TO COORDINATE LOCATION WITH OWNER AND ARCHITECTURAL
WHICH ARE TO BE PERMITTED THROUGH DEVELOPMENT SERVICES
PLANS.
(BUILDING INSPECTIONS) CALL 336-373-2155. AFTERWARDS,
CONTACT ROADWAY INSPECTIONS AT 336-373-2336 WHEN SIDEWALK
STORMWATER
MANAGEMENT INFORMATION
AND/OR DRIVEWAYS ARE READY FOR INSTALLATION.
10.
MAINTAIN A 5' UTILITY CLARENCE AT DRIVES.
1.
THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE
11.
PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE AROUND ALL
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
ABOVE GROUND UTILITIES.
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710788700J, EFFECTIVE DATE JUNE 18TH, 2007.
2.
BUILT UPON AREA (BUA)
TOTAL AREA: 930,079 SF 21.35 ACRES
UTILITY NOTES:
EXISTING BUA: 103,237 SF 2.37 ACRES (11.10%)
1.
ALL CONSTRUCTION TO COG/NCDEQ STDS.
EXISTING BUA TO BE REMOVED: 87,556 SF 2.01 ACRES (9.40%)
2.
TERMINATE EXISTING, UNUSED WATER/SEWER TO THE MAIN TO COG STD.
PROPOSED BUILT UPON AREA: 280,091 SF 6.43 ACRES (30.12%)
3.
METER, BACKFLOW PREVENTER AND ENCLOSURES TO COG STD.
TOTAL BUA: 295,772 SF 6.79 ACRES (31.80%)
4.
ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE
PROVIDED.
3.
ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED FROM NCDEQ
5.
CONTACT JAY GUFFEY (336-373-7779) FOR A LIST OF APPROVED
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
CONTRACTORS TO MAKE TAPS ON REHABILITATED MAINS.
AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE.
6.
COORDINATE METER REMOVAL WITH COG METER SHOP. #336-373-2071
7.
THERE IS NOT A FIRE PUMP ASSOCIATED WITH THIS PROJECT.
4.
ENGINEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL: THE NET
INCREASE IN BUILT -UPON AREA IS GREATER THAN 400 SQUARE FEET,
THEREFORE, THIS DEVELOPMENT IS SUBJECT TO 30-12-7.2(B)(7)(b) OF THE
GREENSBORO LAND DEVELOPMENT ORDINANCE.
SITE LIGHTING NOTE
5.
ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT
1. THE OUTDOOR SITE LIGHTING SHALL COMPLY WITH CITY OF
SPECIFICATIONS.
GREENSBORO GENERAL DEVELOPMENT STANDARD 30-9-6.
6.
PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT CHAD MANESS AT
[phone] TO SCHEDULE THE ASSIGNMENT OF AN INSPECTOR.
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PROJECT NO.: 02031.001
REF. NO.: -
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LANDSCAPING:
TREE CONSERVATION/RESTORATION AREA:
TRANSPORTATION NOTES:
EASEMENT OF
127289
7887-58-5347
GLADYS COBLE FAMILY FARM LLC
7493
1713
R-3
1
NOTES:
1. COG ORDINANCE C: ON OF
TCA REQUIRED: 10.00% x 23.82 ACRES (1,037,599 SF) = 2.38 (103,673 SF)
1.
NO PLANTINGS OR OTHER OBJECTS SHALL BE WITHIN SIGHT TRIANGLES
INGRESS, EGRESS
PER DEVELOPMENT 30-10-2.5 LOTS RECORD THAT EXISTED PRIOR
REFORESTATION RATE: 400 SF PER 2" CALIPER TREE
AT A HEIGHT BETWEEN 25AND 10' (CANOPY) ABOVE THE FINISHED
84046
7887-68-8902
LARRY WI LLIAM WHITE
3425
1690
R-3
1
TO JULY 1, 1992 THAT ARE LESS THAN 55,000 SQUARE FEET IN AREA, NO DEVELOPMENT IS
-90,328.897 SF / 400 SF = 225.82 = (226) 2" CALIPER TREES REQUIRED
GRADE OF THE PROPOSED DRIVEWAY OR WITHIN ANY STREET
\
AND REGRESS D.B.
84041
7887-69-5090
MARV I N L. WOMACK
6496
642
R-3
1
REQUIRED TO LANDSCAPE MORE THAN 15% OF THE SITE.
- (226) 2" CALIPER TREES X 400 S.F. = 90,328.897 S.F.
INTERSECTION SIGHT TRIANGLE.
2103 PG. 615 (30' ON
2. A MINIMUM 5-FOOT WIDE PLANTING YARD WITH A COMBINATION OF VEGETATION AND/OR
TCA PROVIDED: 2.40 AC (104,544 S.F.)
2.
NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR FROM THE
EACH SIDE OF
84040
7887-69-5078
APRI L BANKS- 5WAN50N
6636
2778
R-3
1
OPEN DECORATIVE FENCING AT LEAST 2.5 FEET IN HEIGHT AND A MAXIMUM OF 3.5 FEET IN
PUBLIC RIGHT OF WAY.
\
$4043
7887 69 41$4
DAMES A LIVENGOO❑
7121
2250
R-3
1
HEIGHT SHALL BE PROVIDED AT OWNER'S DISCRETION
TREE CONSERVATION NOTES :
3.
NO VEHICLES ACCESSING THIS SITE SHALL QUEUE IN THE PUBLIC RIGHT
PROPERTY LINE )
3. STREETSCAPE CANOPY TREES ARE SPREAD OUT WITHIN SITE DUE TO SITE CONSTRAINTS.
OF WAY.
84044
84026
7887-69-3169
7887-68-5609
DAVID MICHAEL MORRISON
KEELEY REALTY GREENSBORO LLC
4946
7493
71 62
1713
76 R-3
LI
1
4
4. NO NEW TREES OR THE PROJECTED MATURE CANOPY ALLOWED WITHIN 10' OF
EXISTING/PROPOSED WATER AND SEWER.
1. CONTACT THE PLANNING DIRECTOR TO SCHEDULE A
PRE MEETING BEFORE ANY TREE DISTURBANCE,
4.
REFERENCE COG STD. 416-A FOR ACCEPTABLE DRIVEWAY GRADES
(SEE SHEET 26 OF 29).
$403$
7887 59 7191
JEFFREY ALLAN KINTUP
4496
1425 76
166 R-3
1
-CONSTRUCTION
EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5). OCCURS ON THIS SITE.
5.
DRIVEAY TO BE CONSTRUCTED PER COG 416-B (SEE SHEET 26 OF 29).
84107 7888-50-3391 JASON JAKE & MANDY ELAINESWOFFORD 4135 260 14 14 R-3
1
84055 7888-50-7217 HOBERT H & NORA B BURLESON 2717 95 125 15❑
84098 7888-50-8448 HOBERT H & NORA B BURLESON 4561 606 14 68 R-3
1
84047 7888-71-3155 STATE OF NORTH CAROLI NA 2662 159 PI
3
84048 7887-79-1354 DEPARTMENT OF TRANSPORTATION 8564 2056 HB
3
84033 7887-79-0013 DEPARTMENT OF TRANSPORTATION 8514 577 RS-30
1
84041 7887-59-5463 DALY MANAGEMENT LLC 8556 2901 R-3
1
84041 7887-59-9824 DALY MANAGEMENT LLC 8556 2901 R-3
1
DUMPSTER:
PLEASE CALL AT LEAST 6 WEEKS PRIOR FOR DUMPSTER PLACEMENT. ALL NEW
DUMPSTERS PAD CONSTRUCTIONS MUST MEET THE CITY OF GREENSBORO
SPECIFICATIONS FOR SINGLE AND DOUBLE PADS/ENCLOSURES
(HTTP://WWW.GREENSBORO-NC.GOV/INDEX.ASPX?PAGE=522). SINGLE DUMPSTER
PADS/ENCLOSURES SHOULD BE 10 FEET WIDE, IF THE DUMPSTER PAD IS GOING TO HAVE
AN ENCLOSURE, THEN THE OPENING/ENTRANCE TO THE ENCLOSURE SHOULD BE 12 FEET
WIDE, 2 FEET WIDER THAN THE PAD. DOUBLE DUMPSTER PADS SHOULD BE 20 FEET WIDE,
IF THE DUMPSTER PAD IS GOING TO HAVE AN ENCLOSURE, THEN THE OPENING/ENTRANCE
TO ENCLOSURE SHOULD BE 22 FEET WIDE, 2 FEET WIDER THAN THE PAD. ALWAYS CALL TO
SCHEDULE A SITE VISIT PRIOR TO THE POURING OF CONCRETE FOR ANY NEW DUMPSTER
PAD DAMES JORDAN FIELD OPERATIONS SOLID WASTE DIVISION 336-373-2256
6. SIDEWALK TO BE CONSTRUCTED PER COG 418-A (SEE SHEET 26 OF 29).
2. ALL TREE CONSERVATION DEVICES MUST BE INSTALLED BEFORE 7. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING CURB AND
INSPECTION BY THE PLANNING DIRECTOR AND BEFORE ANY TREE GUTTER ALONG PROPERTY FRONTAGE PER 30" COG 501. �� `SS9°7j
DISTURBANCE ACTIVITIES, EXCEPT AS NOTED IN SEC. 30-4-26.3(C)(5), 8. REPAIR/REPLACE/INSTALL ANY DAMAGED OR MISSING SIDEWALK ALONG / 7q.,
OCCUR. PROPERTY FRONTAGE PER COG 418-A. / 2
9. PRIOR TO INSTALLATION OF PUBLIC SIDEWALK AND/OR DRIVEWAYS /
3. REMOVAL OF OR DAMAGE TO TREES IN THE TREE CONSERVATION AREA WHICH ARE TO BE PERMITTED THROUGH DEVELOPMENT SERVICES °>� \IV
WILL BE SUBJECT TO ALL AVAILABLE REMEDIES AND PENALTIES UNDER (BUILDING INSPECTIONS) CALL 336-373-2155. AFTERWARDS, Qv
THE CITY'S DEVELOPMENT ORDINANCE. CONTACT ROADWAY INSPECTIONS AT 336-373-2336 WHEN SIDEWALK
AND/OR DRIVEWAYS ARE READY FOR INSTALLATION. �C
4. NO PARKING, STORAGE, DIRT STOCKPILING, CONCRETE WASHOUT OR 10. MAINTAIN A 5' UTILITY CLARENCE AT DRIVES. p EXISTING 30'
ANY OTHER ACTIVITIES IS PERMITTED IIN THE TREE CONSERVATION 11. PROVIDE MINIMUM 4' SIDEWALK WIDTH CLEARANCE AROUND ALL �o / UTILITY ESMT.
AREA. ABOVE GROUND UTILITIES. (TO BE REMOVED)
/ 7 /
20' LANDSCAPE
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SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
SUBGRADE COMPACTED TO A MINIMUM 98%
STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698); REFER TO SOILS
REPORT IF AVAILABLE.
3" S9.513 2" S9.513
7" ABC 6" ABC
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(WIDTH VARIES)
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/ PROP. CURB RAMP m� \ ^ / / 1. PERMITTED USES SHALL BE LIMITED TO ALL USES PERMITTED
PROP. CURB RAMP \ Q3 COG STD 418 (TYP.) �� S1 ^ IN THE RM-18 ZONING DISTRICT EXCEPT LAND CLEARING AND
COG STD 418 (TYP.) P\g\� 3 STORY - 24 UNIT ryV h�INERT DEBRIS LANDFILLS, MINOR (ACCESSORY USE).
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/ \)� R20' FOC 2 O \• �� (8 UNITS/FLOOR) \ �, NS = RADIUS (TYP.) BUILDINGS TO ADJACENT PARKING OR DRIVE AISLE IS 10'.
p� EXIT (TYP.) 10,083 SF co 90 / 3. MAXIMUM ALLOWED BUILDING LENGTH IS 250'.
R5' (TYP.) $ 4. ZONING INFORMATION:
SN �� STREET SETBACK:
SIDE STREET SETBACK: 15'
IQEz \ THOROUGHFARE SETBACK: 35'
\
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10,083 SF
PARCEL#:
84048
UNIT BREAKDOWN TABLE
BUILDING
TYPE
1
BEDROOM
2
BEDROOM
3
BEDROOM
24 UNITS
12
12
0
36 UNITS
18
12
6
TOTAL
30
24
6
BUILDING \ \
HEIGHT: 43.8' m \ \
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LEASE SITE
D.B. 4646 PG. 1527
20' TELEPHONE &
UTILITY EASEMENT
D.B. 4646 PG. 1527
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SECOND ACCESS
DRIVE TO BE
CONSTRUCTED AS
THE HIGHWAY
ACCESS ROAD IS
CONSTRUCTED.
20' ACCESS & UTILITY
to MAINTENANCE EASEMENT
o DB. 4646 PG. 1527 ORIGINAL
o LEASE FROM GEORGE E. GREEN
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SIDE AND REAR SETBACKS:
ABUTTING R-DISTRICTS OR SINGLE FAMILY DWELLINGS
SIDE: 20', REAR: 40'
ABUTTING ANY OTHER DISTRICT:
SIDE: 15', REAR: 20'
STORMWATER MANAGEMENT INFORMATION
1. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710788700J, EFFECTIVE DATE JUNE 18TH, 2007.
2. BUILT UPON AREA (BUA)
TOTAL AREA: 930,079 SF 21.35 ACRES
EXISTING BUA: 103,237 SF 2.37 ACRES (11.10%)
EXISTING BUA TO BE REMOVED: 87,556 SF 2.01 ACRES (9.40%)
PROPOSED BUILT UPON AREA: 280,091 SF 6.43 ACRES (30.12%)
TOTAL BUA: 295,772 SF 6.79 ACRES (31.80%)
3. ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED FROM NCDEQ
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE.
4. ENGINEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL: THE NET
INCREASE IN BUILT -UPON AREA IS GREATER THAN 400 SQUARE FEET,
THEREFORE, THIS DEVELOPMENT IS SUBJECT TO 30-12-7.2(B)(7)(b) OF THE
GREENSBORO LAND DEVELOPMENT ORDINANCE.
5. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT
SPECIFICATIONS.
6. PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT CHAD MANESS AT
[phone] TO SCHEDULE THE ASSIGNMENT OF AN INSPECTOR.
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VICINITY MAP
1 "=2000'
SITE DATA
PARCEL: 84035
PIN:7887697696
OWNER: GREENS APARTMENT LLC
PROPERTY ADDRESS: 4717 4733 US HIGHWAY 29 N
DB: 8643 PG: 2677
TOTAL SITE AREA: 23.82 ACRES
RIGHT OF WAY DEDICATION: 2.47 ACRES
EFFECTIVE SITE AREA: 21.35 ACRES
ZONING:
EXISTING ZONING: CD RM-18
LAND USE: MULTI-FAMILY/DUPLEX
DEVELOPMENT STANDARDS:
(SEE ZONING NOTES FOR SETBACK INFORMATION)
MIN. BUILDING SEPARATION: 10'
MAX. BUILDING HEIGHT ALLOWABLE: 80'
MAX. BUILDING HEIGHT PROPOSED: 44'
TOTAL NO. OF UNITS: 192
DENSITY: 192 UNITS / 23.82 AC = 8.06 UNITS/AC
BUILDING COVERAGE: 90,214 SF (8.69%)
DENSITY REQUIREMENT:
8,500 SF/DU FOR FIRST 3 DUs THEN 2,420 SF
FOR EVERY ADDITIONAL LOT
REQUIRED LOT SIZE: 8,500 SF + 457,380 = 465,880 SF (10.70 AC)
AREA PROVIDED = 15.48 AC
OPEN SPACE
AREA REQUIRED: 435 SF X 192 UNITS = 83,520 SF (1.92 AC)
AREA PROVIDED: 538,997 SF (12.37 AC)
LN
PARKING REQUIREMENTS
AMENITY AREA: 1 PER 25 UNITS
0-1 BEDROOM: 1.25 PER UNIT
2 BEDROOM: 1.5 PER UNIT
3 BEDROOM: 2.0 PER UNIT
PHASE 1 HAS 2-36 UNIT BUILDINGS AND 5-24 UNIT BUILDINGS
AMENITY AREA: 192 UNITS @ 1 PER 25 UNITS = 8 SPACES
I BEDROOM UNITS: 96 UNITS @ 1.25 SPACES PER UNIT= 120 SPACES
2 BEDROOM UNITS: 84 UNITS @ 1.5 SPACES PER UNIT= 126 SPACES
3 BEDROOM UNITS: 12 UNITS @ 2.0 SPACES PER UNIT = 24 SPACES
TOTAL PARKING SPACES REQUIRED: 278 SPACES
TOTAL PARKING SPACES PROVIDED: 279 SPACES
GENERAL NOTES:
1. AREA DETERMINED UTILIZING COMPUTER SOFTWARE.
2. GRID TIE INFORMATION BASED ON MONUMENTATION AND DATUM AS SHOWN,
ALL DISTANCES ARE GROUND DISTANCES (US FEET) UNLESS OTHERWISE
SHOWN.
3. NO NGS MONUMENTS WERE RECOVERED WITHIN 2000' OF THIS PROPERTY.
4. NO SUBSURFACE INVESTIGATION PERFORMED BY FLEMING ENGINEERING, INC.
5. UTILITY LOCATION WORK SHOWN HEREON WAS DERIVED BY ABOVE GROUND
INDICATORS ONLY, UNLESS OTHERWISE NOTED.
6. THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS OR RIGHTS OF
WAY RECORDED PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE
AT THE TIME OF INSPECTION.
7. THE SURVEYOR HAS NOT PERFORMED A TITLE INVESTIGATION ON THIS
PROPERTY, THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN
ACCURATE TITLE INVESTIGATION MAY DISCLOSE.
8. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING OR
CONVEYANCE.
9. THE CLASSIFICATION OF THIS SURVEY IS NORTH CAROLINA CLASS A.
10. HORIZONTAL DATUM: NAD83(2011).
11. ANY SIGNS TO BE PLACED ON SITE MUST BE SUBMITTED SEPARATELY FOR
ZONING REVIEW.
12. PATIO/OVER HANG AREA IS GOING TO BE AN OPEN AREA THAT SHARES THE
SAME ROOF AS THE OFFICE BUILDING.
13. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION
PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT.
14. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED THROUGHOUT EXIT
DISCHARGES IN ACCORDANCE WITH NCBC.
15. ALL EXISTING AND PROPOSED OVERHEAD POWER LINES ARE INDICATED ON
THE SITE PLAN. IF NO OVERHEAD POWER LINES ARE INDICATED, THERE SHALL
BE NONE WITHIN 10 FEET OF THE PROPERTY LIMITS.
16. HANDICAP SIGNAGE SHALL BE INSTALLED ON FACE OF BUILDING.
CONTRACTOR TO COORDINATE LOCATION WITH OWNER AND ARCHITECTURAL
PLANS.
SITE PLAN NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF GREENSBORO,
GUILFORD COUNTY PLANNING & EROSION CONTROL, NCDEQ AND NCDOT
STANDARDS AND SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS
OTHERWISE NOTED.
3. SOIL UNDER BUILDINGS AND PAVED AREAS SHALL BE COMPACTED TO
STANDARD PROCTOR MAXIMUM DRY DENSITY AS RECOMMENDED BY THE
GEOTECHNICAL ENGINEER AND SHALL CONFORM TO CITY OF GREENSBORO
REQUIREMENTS WITHIN PUBLIC RIGHT OF WAY.
4. 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 TO CONTACT ANY LOCAL
UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR
RELOCATION OF ALL EXISTING UTILITIES IN COORDINATION WITH THE
APPROPRIATE UTILITY, AGENCY, OR COMPANY. CONTRACTOR TO COORDINATE
ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED RELOCATION
(I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO
PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
UTILITY NOTES:
1. ALL CONSTRUCTION TO COG/NCDEQ STDS.
2. TERMINATE EXISTING, UNUSED WATER/SEWER TO THE MAIN TO COG STD.
3. METER, BACKFLOW PREVENTER AND ENCLOSURES TO COG STD.
4. ALL STANDARD NCDEQ/COG REQUIRED UTILITY SEPARATIONS MUST BE
PROVIDED.
5. CONTACT JAY GUFFEY (336-373-7779) FOR A LIST OF APPROVED
CONTRACTORS TO MAKE TAPS ON REHABILITATED MAINS.
6. COORDINATE METER REMOVAL WITH COG METER SHOP. #336-373-2071
7. THERE IS NOT AFIRE PUMP ASSOCIATED WITH THIS PROJECT.
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DRAWN BY: LSM
CHECKED BY: BCS
DATE: 04/11 /2023
PROJECT NO.: 02031.001
REF. NO.: -
SCALE: 1 50'
CAROB
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SHEET
6 O F 29

6 MIL. PLASTIC -
SANDBAG
PUMP EXCESS WATER TO
APPROVED DEWATERING
DRY WORK AREA
SAND OR GRAVEL BAG COFFERDAM
NOT TO SCALE
TEMPORARY CREEK CROSSING PUMP
AROUND DETAIL
(NTS)
EXISTING
PLAN VIEW SECTION A -A
I. DESCRIPTION
THE WORK SHALL CONSIST OF INSTALLING A PUMP AROUND WHEN
CONSTRUCTION ACTIVITIES TAKE PLACE WITHIN THE STREAM CHANNEL
II. MATERIAL SPECIFICATIONS
SANDBAGS: SANDBAGS SHALL CONSIST OF MATERIALS WHICH ARE
RESISTANT TO ULTRAVIOLET RADIATION, TEARING AND PUNCTURE, AND
WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FILL MATERIAL
(i.e. SAND, FINE GRAVEL, ETC.)
Ili. CONSTRUCTION REQUIREMENTS
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AS
THE FIRST ORDER OF WORK.
2. THE HEIGHT OF THE SANDBAGS SHALL BE AS INDICATED IN SECTION A -A.
THE SANDBAGS SHALL BE PLACED ON A SMOOTH PREPARED SURFACE.
3. ALL EXCAVATED MATERIALS SHALL BE DISPOSED OF OUTSIDE THE 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PLANS.
4. ALL DEWATERING OF THE CONSTRUCTION AREA SHALL BE PUMPED TO A
DEWATERING PUMP DISCHARGE FILTER BAG OR SILT BASIN.
5. THE PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
FLOW.
6. SEDIMENT CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND THE CITY ENGINEERING DEPT APPROVES
THEIR REMOVAL.
W3 FT.
H2
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REFER TO CHART
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ELEVATION
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NOTES:
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* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838,27, 838.33,
sr = U
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838.39, 838.51, 838,57, 838.63 AND 838.69.
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* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
w ¢ Q LL =
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
F_ U O 0
USE 4000 PSI CONCRETE.
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* PROVIDE ALL HEINFORCING STEEL WHICH MEETS ASTM A615
F` LL
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FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
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* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
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CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET AST# C913.
- -
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
CHAMFER ALL CORNERS I" OR HAVE A RADIUS OF 1".
ijF--
B" O.C.(TYP.)
REFER TO CHART
i
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
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TO INCREASE THIS BAR SIZE AS NEEDED.
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ENDWALL DIMENSIONS
FT.
MINIMUM
MIN.IMAX.
MIN./MAX.
MIN./MAX.
MIN.IMAX.
MIN.IMAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
0 (FT.}
W1
W2
1.0
#5 @ 8"
1.2512.00
2.00/3.75
1.25/1.75
3.0013.75
5.50/6.00
1.25
#5 @ 8"
1.2512,00
3.00/3.75
1.25/2.00
3.5013.75
6.50/6.75
1.50
#5 9 B"
1,25/2.00
3.0014.25
1.5012.50
3.5013.75
6.5016.75
2.0
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1.5012.50
4.0014,75
1.75/2.50
4.0014.25
7.5018.25
2.5
#5 @ B"
2.5013.50
4.00/6.00
2.00/3.00
4.5015.50
10.00/11.50
3.0
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3.00/3.50
5.0016.00
2.75/3.50
5.2515,75
11.50/11.75
3.5
#5 @ 8"
3.25/4.50
6.0016.75
3.25/3.50
6.0016.75
12.00113.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.5016.75
13,00/43.25
4.5
#5 @ 8"
4.0015,00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5 @ 8"
4.50/5.00
7.0018.50
3,25/4.00
7.25/9.25
13.75/15.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.2519.25
14.00115.75
6.0
#5 @ 8°
4.50/5.00
7,50/8.50
3.25/4.00
7.75/9.25
14.75116.75
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838.80
PERMANENT BUFFER
DISTURBANCE
PZ 2B= 2,262 SF
PERMANENT BUFFER
DISTURBANCE
30'x 15'x2' CLASS 1 PZ 1 B- 3,984 SF
RIP RAP PAD
PERMANET STREAM
�. I )3STURBANCE a
S2= 141 SF (30 LF) `' n
TPEFRI'MANENT
MPORARY HEADWALL 001PASS PIPE NCDOT STD. 838.80INV: 745.00' BUFFER 'DISTURBANCEPZ 1A= 4122 SF
-1+00
780
775
770
765
760
III
750
►L°�7
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PERMANENT BUFFER ` J
DISTURBANCE
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0000
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PUMP AROUND
TEMPORARY i STREAM TOB
TEMP. IMPACTS
SANDBAGSHEADWALL 002/NCDOT STD. 838.80INV:750.P 4.16°/aZONE1
30'STREAM BUFFER
✓ZONE2
O'STREAM BUFFER`0000
i
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- EXISTING GRADE OF
!'
\/
CROSSING CULVERT
f %_FXISTING GRADE
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CENTERLINE
WETLANDS `
0-00 TEMPORARY CREEK (TYP.)
CROSSING PUMP
0000
(SEE DETAILS)
�PERMANENT
0000 WETLAND
DISTURBANCE - -
W1= 357SF
-PERMANENT STREAM
IMPACT
S1 = 680 SF (136 LF)
30 0 15 30 60 120
SCALE: 1" = 30'
1+00
HW 002
STA. 1+05.82
RIM 758.90
IN 750.40
2+00
4,
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VICINITY MAP
1 "=2000'
SITE DATA
PARCEL: 84035
PIN:7887697696
OWNER: GREENS APARTMENT LLC
PROPERTY ADDRESS: 4717 4733 US HIGHWAY 29 N
DB: 8643 PG: 2677
TOTAL SITE AREA: 23.82 ACRES
RIGHT OF WAY DEDICATION: 2.47 ACRES
EFFECTIVE SITE AREA: 21.35 ACRES
ZONING:
EXISTING ZONING: CD RM-18
LAND USE: MULTI-FAMILY/DUPLEX
CROSSING EXHIBIT NOTES:
1. EXISTING GRADES ARE PROVIDED BY TOPOGRAPHIC SURVEY BY FFI
AND NCDOT LIDAR, EXISTING SITE CONDITIONS ARE TO BE VERIFIED
BY CONTRACTOR PRIOR TO CONSTRUCTION.
2. UTILITY INSTALLATION AND IMPACTS SHALL FOLLOW ALL APPROVED
PERMITS.
3. TEMPORARY STREAM CROSSING MATERIAL TO BE REMOVED
FOLLOWING THE COMPLETION OF THE CULVERT CROSSING
INSTALLATION.
4. CONTRACTOR TO VERIFY ELEVATIONS IN STREAM BED PRIOR TO
INSTALLATION. ANY DISCREPANCIES BETWEEN PLAN AND FIELD
CONDITIONS SHOULD BE NOTIFIED TO THE ENGINEER IMMEDIATELY.
TEMPORARY IMPACT SUMMARY:
TEMPORARY STREAM IMPACT
TS 2: 10 LF155 SF
PERMANENT IMPACT SUMMARY:
ZONE 1:
PERMANENT BUFFER IMPACT
PZ 1A:
4,128 SF (0.095 AC)
PZ 1 B:
3,984 SF (0.091 AC)
ZONE 1 TOTAL:
8,112 SF (0.186 AC)
ZONE 2:
PERMANENT BUFFER
IMPACT:
PZ 2A:
1,976 SF (0.045 AC)
PZ 28:
2,262 SF (0.052 AC)
ZONE 2 TOTAL:
4,238 SF (0.097 AC)
PERMANENT STREAM IMPACT:
S1:
136 LF1680 SF (0.016 AC)
S2:
30 LF1141 SF (0.013 AC)
TOTAL:
821 SF (0.019 AC)
PERMANENT WETLAND IMPACT:
W1: 357 SF (0.008 AC)
STORMWATER MANAGEMENT INFORMATION
1. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA
AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER
3710788700J, EFFECTIVE DATE JUNE 18TH, 2007.
2. BUILT UPON AREA (BUA)
TOTAL AREA: 930,079 SF 21.35 ACRES
EXISTING BUA: 103,237 SF 2.31 ACRES (11.10%)
EXISTING BUA TO BE REMOVED: 87,556 SF 2.01 ACRES (9.40%)
PROPOSED BUILT UPON AREA: 280,091 SF 6.43 ACRES (30.12%)
TOTAL BUA: 295,772 SF 6.79 ACRES (31.80%)
3. ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED FROM NCDEQ
AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE
AND STREAM CROSSINGIDISTURBANCE WHERE APPLICABLE.
4. ENGINEER'S CERTIFICATION OF STORMWATER QUANTITY CONTROL: THE NET
INCREASE IN BUILT -UPON AREA IS GREATER THAN 400 SQUARE FEET,
THEREFORE, THIS DEVELOPMENT IS SUBJECT TO 30-12-7.2(13)(7)(b) OF THE
GREENSBORO LAND DEVELOPMENT ORDINANCE.
5. ALL PUBLIC STORM SEWER MUST BE INSTALLED PER NCDOT
SPECIFICATIONS.
6. PRIOR TO PUBLIC STORM SEWER INSTALLATION, CONTACT CHAD MANESS AT
[phone] TO SCHEDULE THE ASSIGNMENT OF AN INSPECTOR.
7. STORM AS-BUILTS REQUIRED FOR ALL NEW PIPES 12" AND LARGER, AFTER
TRC APPROVAL, SUBMIT (1) SET OF PLANS TO THE ENGINEERING
DEPARTMENT FOR RECORD PURPOSES. PLEASE CALL [phone] WITH
QUESTIONS.
3 0 1.5 3 6 12
VERTICAL SCALE: 1" = 3'
30 0 15 30 60 120
HORIZONTAL SCALE: 1" = 30'
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Action ID Number: SAW-2023-00402 County: Guilford
Permittee: Blu Ladder Construction, LLC, Attn: Jay Gaffney
Project Name: Greens Village / Esterwood Road / Greensboro
Date Verification Issued: 06/30/2023
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

A. Determination of Jurisdiction:
1. ® 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 06/30/2023.
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 M9
Atlanta, Georgia 30303-8801
Phone: [phone]
AND
Philip. a. shannin(a)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 o ject to the determination in this
correspondence.
Corps Regulatory Official:
David E. Bailey
Date of JD: 06/30/2023 Expiration Date of JD: Not applicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Blu Ladder Construction, LLC, Attn:
File Number: SAW-2023-00402
Date: 06/30/2023
Jay Caffne
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 WITHOUT PREJUDICE
C
❑
PERMIT DENIAL WITH PREJUDICE
D
❑
APPROVED JURISDICTIONAL DETERMINATION
E
❑x
PRELIMINARY JURISDICTIONAL DETERMINATION
F
SECTION I
The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at https://www.usace.armv.mil/Missions/Civil-Works/Regulatory-
Program-and-Permits/appeals/ or 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 final 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. 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 PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the
district engineer for final 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.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms
and conditions therein, you may appeal the declined permit under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the
division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.

C. PERMIT DENIAL WITHOUT PREJUDICE: Not appealable
You received a permit denial without prejudice because a required Federal, state, and/or local
authorization and/or certification has been denied for activities which also require a Department of the
Army permit before final action has been taken on the Army permit application. The permit denial without
prejudice is not appealable. There is no prejudice to the right of the applicant to reinstate processing of
the Army permit application if subsequent approval is received from the appropriate Federal, state, and/or
local agency on a previously denied authorization and/or certification.
D: PERMIT DENIAL WITH PREJUDICE: You may appeal the permit denial
You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be
received by the division engineer within 60 days of the date of this notice.
E: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information for reconsideration
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps
within 60 days of the date of this notice means that you accept the approved JD in its entirety and
waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of
Engineers Administrative Appeal Process by completing Section II of this form and sending the form to
the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
• RECONSIDERATION: You may request that the district engineer reconsider the approved JD by
submitting new information or data to the district engineer within 60 days of the date of this notice. The
district will determine whether the information submitted qualifies as new information or data that
justifies reconsideration of the approved JD. A reconsideration request does not initiate the appeal
process. You may submit a request for appeal to the division engineer to preserve your appeal rights
while the district is determining whether the submitted information qualifies for a reconsideration.
F: PRELIMINARY JURISDICTIONAL DETERMINATION: Not appealable
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.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision you
If you have questions regarding the appeal process,
may contact:
or to submit your request for appeal, you may
District Engineer, Wilmington Regulatory Division
contact:
Attn: David E. Bailey
Philip Shannin
Raleigh Regulatory Office
Regulatory Appeals Review Officer
U.S Army Corps of Engineers
South Atlantic Division
3331 Heritage Trade Drive, Suite 105
60 Forsyth St SW, Floor M9
Wake Forest, North Carolina 27587
Atlanta, Georgia 30303-8803
Philip.A.Shannin2(a�usace.army.mil
404-562-5136

SECTION II — REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. Use additional pages as necessary.
You may attach additional information to this form to clarify where your reasons or objections are
addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that
the review officer has determined is needed to clarify the administrative record. Neither the appellant nor
the Corps may add new information or analyses to the record. However, you may provide additional
information to clarify the location of information that is already in the administrative record.
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:
Signature of appellant or agent.
Email address of appellant and/or agent:
Telephone number: