SW6200501_2020-04-24 Medlin Self Storage CD's 1st Submittal_5/7/2020

NONEDATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-00 COVER SHEET.DWGPLOTTED: 4/24/2020 3:53 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION COVER SHEETC-00
MEDLIN SELF-STORAGE
General Notes:
1.ORIGINAL TOPOGRAPHICAL AND BOUNDARY DATA PERFORMED BY MAULDIN-WATKINS SURVEYING, PA. SITE BENCHMARK IS
AVAILABLE FROM SURVEYOR. CONTOURS SHOWN HEREON ARE FROM AN ACTUAL FIELD SURVEY. SUPPLEMENTAL SURVEY
PROVIDED BY MAULDIN-WATKINS SURVEYING.
2.THE CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OF FIRMS HAVING FACILITIES ON OR ADJACENT
TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID FACILITIES. THE
OWNER SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF ANY EXISTING FACILITIES.
3.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
4.ALL STRUCTURAL FILL MATERIAL SHALL BE FREE OF ALL STICKS, ROCKS, AND CLUMPS OF MUD.
5.UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF-SITE
BY THE CONTRACTOR IN AN APPROVED SOLID WASTE LANDFILL.
6.THERE IS EXISTING UNDERGROUND WATER, SEWER, ELECTRICAL, AND FIBER OPTIC ON-SITE OR WITHIN CLOSE PROXIMITY.
CONTRACTORS SHALL DIG WITH EXTREME CAUTION.
8. CONCRETE SUB SHALL BE RESPONSIBLE FOR ALL SCORE JOINTS AND EXPANSION JOINTS. SHOULD A QUESTION ARISE ABOUT THE
PROPOSED PATTERN CONSULT WITH THE ENGINEER PRIOR TO POURING.
9.CONTRACTOR TO FURNISH ALL PAVEMENT MARKINGS AS SHOWN.
10.LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND MUST BE FIELD VERIFIED. CONTACT THE NC ONE CALL CENTER AT
LEAST 48 HOURS PRIOR TO DIGGING @ 1.800.632.4949. THE SURVEYOR HAS ONLY LOCATED THE UTILITIES THAT ARE ABOVE
GROUND AT THE TIME OF FIELD SURVEY. UNDERGROUND LINES SHOWN HEREON ARE APPROXIMATE OR AS REPORTED BY
VARIOUS RESPONSIBLE PARTIES. THE SURVEYOR DOES NOT GUARANTEE THAT ANY UNDERGROUND STRUCTURES SUCH AS
UTILITIES, TANKS AND PIPES ARE LOCATED HEREON.
11.ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
12.ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND/OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY,
HARNETT COUNTY, AND TOWN OF ANGIER.
13.ALL CONSTRUCTION AND MATERIALS SHALL MEET TOWN OF ANGIER SPECIFICATIONS AND STANDARDS, LATEST EDITION. ALL
WORK WITHIN NCDOT RIGHT-OF-WAY SHALL MEET THE SPECIFICATIONS AND STANDARDS OF NCDOT.
14.ALL CONCRETE PIPE IS TO BE ASTM C-76, CLASS III WITH RAM-NEK.
15.THIS PROPERTY IS LOCATED IN FLOOD HAZARD ZONE 'X' PER FEMA MAP. FEMA COMMUNITY MAP #: 3720066200J, DATED OCTOBER 3,
2006.
16.ALL LOT DIMENSIONS SHOWN ARE APPROXIMATE. CONSULT THE BOUNDARY SURVEY OF ACTUAL SITE BOUNDARY INFORMATION.
17.WETLANDS ARE NOT PRESENT ON SITE.
18.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY.
ALL SIGNS, PAVEMENT MARKINGS AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION.
19.PRIOR TO PLACING CABC STONE BASE, THE CONTRACTOR SHOULD NOTIFY THE PROJECT ENGINEER TO INSPECT AND PROOF ROLL
THE SUBGRADE. ANY STONE PLACE WITHOUT PRIOR APPROVAL WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
20.DESIGN/FIELD CONDITIONS QUITE EASILY MAY VARY FROM THAT REPRESENTED IN THE INITIAL SOILS REPORT AND/OR
TOPOGRAPHICAL REPORT. ISOLATED AREAS MAY SHOW UP WEAK AND ADVERSE SOILS OR GROUNDWATER CONDITIONS MAY BE
DISCOVERED THAT WERE NOT REVEALED DURING THE INITIAL SOILS INVESTIGATION. THEREFORE, THE OWNER/CLIENT IS TO BE
AWARE THAT CURRY ENGINEERING GROUP, PLLC WILL NOT AND CANNOT BE HELD RESPONSIBLE FOR ANY FAILURES TO EITHER A
STREET OR PARKING LOT PAVEMENT DESIGN UNLESS WE CAN BE FULLY AND TOTALLY INVOLVED IN THE CONSTRUCTION PROCESS
WHICH MAY INCLUDE, BUT MAY NOT NECESSARILY BE LIMITED TO, TESTING SUBGRADE AND BASE DENSITY, ENGAGING THE DESIGN
ENGINEER FOR THE EVALUATION OF THE SUBGRADE AND FOR THE OBSERVATION OF PROOF ROLLING SUBGRADE AND BASE AT
VARIOUS STEPS OF CONSTRUCTION, OPPORTUNITY FOR THE DESIGN ENGINEER TO CALL IN A SOILS ENGINEER FOR
CONSULTATION AND ADVICE, ETC. - STEPS WHICH TAKEN ALTOGETHER WITH THE INITIAL DESIGN SHOWN ON THE PLANS,
CONSTITUTE THE COMPLETE DESIGN OF THE ROAD, STREET OF PARKING AREA (PRIVATE OR PUBLIC). THE DESIGN ENGINEER MUST
BE GIVEN THE FULL LATITUDE AND OPPORTUNITY TO COMPLETE THE DESIGN BY FULLY PARTICIPATING IN THE CONSTRUCTION
PROCESS. PLAN DESIGN IS A SMALL PORTION OF THE DESIGN AND CANNOT BE SEPARATED FROM THE CONSTRUCTION PROCESS IF
THE OWNER'S/CLIENT'S DESIRE IS TO HAVE THE DESIGN ENGINEER STAND BEHIND THE COMPLETED DESIGNED PROJECT.
21.ALL UTILITY SERVICES, (POWER, TELEPHONE, CABLE, ETC.) ARE PROPOSED TO BE UNDERGROUND. DO NOT SEED OR MULCH
DISTURBED AREAS UNTIL ALL UNDERGROUND UTILITIES HAVE BEEN INSTALLED.
22.LIGHTS ARE LEASED AND SUPPLIED BY DUKE ENERGY. SEE PHOTOMETRICS SHEET FOR DETAILS.
23.WATER IS TO BE PROVIDED BY THE TOWN OF ANGIER.
24.THE BUILDING SETBACK LINES SHOWN ON THIS PLAT ARE FOR THE ENGINEER'S USE IN ESTABLISHING MINIMUM LOT FRONTAGES
AT THE SETBACK LINE AND FOR RESERVING SUFFICIENT BUILDING AREA. BUILDING CONTRACTORS ARE TO VERIFY LOT LINE
SETBACKS BEFORE SETTING FORMS OR DIGGING FOOTINGS.
25.REGULATORY SIGNS, STOPS SIGNS AND STREET NAME SIGNS SHALL BE MANUFACTURED FROM HIGH INTENSITY REFLECTIVE
MATERIALS.
26.ALL EXCESS TOPSOIL AND UNCLASSIFIED EXCAVATION IS TO BE HAULED OFF-SITE, UNLESS OTHERWISE DIRECTED BY THE OWNER.
27.ALL SITE CONSTRUCTION MUST BE INSPECTED BY THE PROJECT ENGINEER AT THE FOLLOWING STAGES:
A. COMPLETION OF GRADING SUBGRADE PRIOR TO PLACING STONE BASE.
B. COMPLETION OF STONE PLACEMENT PRIOR TO PAVING.
C. FINAL INSPECTION WHEN ALL WORK IS COMPLETE.
28.THE SURVEYOR DID NOT VISIBLY SEE ANY CEMETERIES IN ANY OPEN AREAS UNLESS OTHERWISE NOTED.
29.THIS PROPERTY DOES NOT DEPICT ENCUMBRANCES THAT ARE FOUND DURING A THOROUGH TITLE SEARCH.
30.ALL HVAC UNITS FOR THE PROPOSED BUILDING WILL BE SCREENED FROM PUBLIC RIGHT OF WAY.
31.ALL CURB AND GUTTER TO BE 24" STANDARD CURB AND GUTTER. ALL CURB AND GUTTER WITHIN NCDOT R/W SHALL BE 30"
STANDARD.
32.ALL CURB AND GUTTER AND SIDEWALK CONCRETE IS TO BE MINIMUM 3,000 PSI AT 28 DAYS, AIR ENTRAINED.
33.ALL DIMENSIONS ARE TO FACE OF CURB UNLESS INDICATED OTHERWISE.
34.PROVIDE HANDICAP SIGNS, MARKING AND RAMPS AS SHOWN.
35.HANDICAP RAMPS ARE TO MEET "ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" AS DETAILED IN THE FEDERAL
REGISTER, VOLUME 56, NUMBER 144 DATED JULY 26, 1991, RULES AND REGULATIONS ACTIVATED JANUARY 26, 1992. FOR
ADDITIONAL INFORMATION, REFER TO THE 2012 NC STATE BUILDING CODE CHAPTER 11, "ACCESSIBILITY." ALL STREET RETURNS TO
HAVE H.C. RAMPS.
36.CONTRACTOR SHALL NOT POUR ANY CONCRETE BEFORE FORMS ARE INSPECTED BY THE PROJECT ENGINEER AND/OR OWNER.
ANY CONCRETE THAT HAS NOT BEEN APPROVED BY THE ENGINEER AND/OR OWNER WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
37.ALL AREAS NOT COVERED BY BUILDING OR PARKING SHALL BE COVERED WITH 4" MINIMUM OF TOPSOIL, FREE OF ROOT MATTER
AND ROCKS AND GRASSED.
38.CONTRACTOR SHALL SAW-CUT TO PROVIDE SMOOTH TRANSITIONS WHERE EXISTING ASPHALT AND/OR CURB AND GUTTER IS TO BE
REMOVED.
39.THE CONTRACTOR SHALL PROVIDE ALL THE MATERIAL AND APPURTENANCES NECESSARY FOR THE COMPLETE INSTALLATION OF
THE UTILITIES. ALL PIPE AND FITTINGS SHALL BE INSPECTED PRIOR TO BEING COVERED.
40.ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN AND HANDICAP SYMBOL PAINTED ON THE ASPHALT. NOTE STALLS TO
RECEIVE `VAN ACCESSIBLE' SIGNAGE.
41.THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING
DIMENSIONS AND EXACT UTILITY ENTRANCE POINTS.
42.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND FIELD CONDITIONS WHEN
POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING
TEST PITS BY HAND AT ALL UTILITY CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED
ON THE PLANS OR 12 INCHES, WHICH EVER IS LESS, CONTACT THE PROJECT ENGINEER PRIOR TO PROCEEDING WITH
CONSTRUCTION.
43.THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY EXCESS TOPSOIL HE DETERMINES
IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND LANDSCAPING OPERATION.
44.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL REQUIRED/NECESSARY SHEETING, SHORING,
AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS
PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. HARNETT COUNTY, TOWN OF ANGIER, & CURRY
ENGINEERING ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS.
45.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS-BUILT CONDITION OF ALL OF THE
UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE PROJECT.
46.ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO THE STANDARDS AND DETAILS OF THE STATE OF NORTH
CAROLINA DEPARTMENT OF HEALTH CONSTRUCTION PERMIT AND TOWN OF ANGIER .
47.THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST.
48.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED WITH THE TESTING OF THE
WATER AND SEWER LINES REQUIRED BY THE STATE OF NORTH CAROLINA DEPARTMENT OF HEALTH & TOWN OF ANGIER.
49.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE-WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
SHOWN ON THE PLANS.
50.NATURAL GAS MAY BE AVAILABLE. SEE CONTACT INFORMATION THIS SHEET.
51.TESTING BY CONTRACTOR: CONTRACTOR SHALL EMPLOY AT HIS EXPENSE AN OUTSIDE INDEPENDENT SOIL TESTING SERVICE
(APPROVED BY THE ARCHITECT) TO PERFORM SOIL TESTING AND INSPECTION SERVICE FOR QUALITY CONTROL TESTING DURING
EARTHWORK OPERATIONS. COPIES OF RESULTS OF TESTS SHALL BE SUBMITTED BY THE TESTING SERVICE DIRECTLY TO THE
CONTRACTOR, THE ARCHITECT, AND THE STRUCTURAL ENGINEER. --THE TESTING SERVICE WILL CLASSIFY PROPOSED ON-SITE AND
BORROW SOILS TO VERIFY THAT SOILS COMPLY WITH SPECIFIED REQUIREMENTS AND TO PERFORM REQUIRED FIELD AND
LABORATORY TESTING. (MINIMUM REQUIRED SOIL BEARING CAPACITY IS NOTED ON THE STRUCTURAL DRAWINGS). --IN PAVED AND
BUILDING SLAB AREAS, THE TESTING SERVICE SHALL MAKE AT LEAST ONE FIELD DENSITY TEST FOR EACH 2000 SQUARE FEET OF
FILL IN EACH COMPACTED FILL LAYER. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL RE-COMPACT
THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO SHOW THAT THE
FAILED LAYER HAS REACHED THE REQUIRED COMPACTION. --IN FOUNDATION WALL AREAS, THE TESTING SERVICE SHALL MAKE AT
LEAST ONE FIELD DENSITY TEST FOR EACH 100 FEET OR LESS OF WALL LENGTH OF FILL IN EACH COMPACTED FILL LAYER, WITH NO
LESS THAN TWO TESTS ALONG A WALL FACE. IF A TEST SHOULD FAIL TO MEET REQUIRED DENSITY, THE CONTRACTOR SHALL
RE-COMPACT THAT LAYER. THE SOIL TESTING SERVICE SHALL PERFORM ADDITIONAL TESTS AT THE CONTRACTOR'S EXPENSE TO
SHOW THAT THE FAILED LAYER HAS REACHED THE REQUIRED COMPACTION.
52.COMPACTION: COMPACT EACH LAYER OF BACKFILL AND FILL SOIL MATERIALS AND THE TOP 12" OF SUBGRADE IN CUT AREAS TO 98%
OF MAXIMUM DENSITY AS DETERMINED BY ASTM D698 FOR STRUCTURES, SLABS, AND PAVEMENTS AND 95% OF MAXIMUM DENSITY
FOR LAWNS OR UNPAVED AREAS.
53.THE BUILDING CONTRACTOR AND THE SITE WORK CONTRACTOR ARE TO COORDINATE THE INSTALLATION OF DRAINAGE PIPES
AROUND THE BUILDING STRUCTURE.
54.ANY RELOCATION OF EXISTING UTILITIES WILL BE AT THE COST OF THE DEVELOPER/OWNER. THE TOWN WILL NOT ACCEPT
RESPONSIBILITY FOR DAMAGES TO CURB AND GUTTER OR STREET IMPROVEMENTS INSTALLED PRIOR TO UNDERGROUND SERVICES,
NOR WILL THE TOWN ABSORB THE COST FOR BORINGS TO INSTALL UNDERGROUND SERVICE, PAVEMENT PATCHING OR DAMAGE TO
LANDSCAPING. THESE WILL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER.
55.FIRE DEPARTMENT VEHICULAR ACCESS TO ALL STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED AT ALL TIMES. IN AREAS
WHERE GROUND SURFACES ARE SOFT OR LIKELY TO BECOME SOFT, HARD ALL WEATHER SURFACE ROADS SHALL BE PROVIDED
AND MAINTAINED.
56.ADDRESS NUMBERS, BOTH COMMERCIAL AND RESIDENTIAL, MUST BE POSTED ON THE FRONT OF THE STRUCTURE NEAREST TO THE
MAIN ENTRANCE IN A POSITION TO BE PLAINLY LEGIBLE, VISIBLE, AND UNOBSTRUCTED FROM THE STREET OR ROAD FRONTING THE
PROPERTY.
57.DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION CONTROL PLAN APPROVAL WAS REQUIRED AS
A CONDITION OF CONSTRUCTION PLAN APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON SITE AT
ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN SHOULD BE REGARDED AS MINIMUM REQUIREMENTS;
ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
58.(CONSTRUCTION/SITE PLANS) WATER AND SEWER PERMIT APPLICATIONS HAVE BEEN APPROVED BY THE DENR. PERMIT NUMBERS
ARE AS FOLLOWS:
A.WATER PERMIT NUMBER: N / A
B.SEWER PERMIT NUMBER: N / A
59.COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED AND
EASILY ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION CONTROL
PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER PERMITS, ETC.
60.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL HARNETT COUNTY, TOWN OF ANGIER AND NCDENR STANDARDS AND
SPECIFICATIONS.
61.MAINTAIN MINIMUM 3' COVER FOR ALL WATER PIPE.
62.WHERE WATERLINE CROSSES:
A. SANITARY SEWER: WATERLINE SHALL CROSS ABOVE AND MAINTAIN 2' VERTICAL SEPARATION OR 10' OF HORIZONTAL
SEPARATION. IF THIS SEPARATION CANNOT MAINTAIN OR IF WATERLINE PASSES BELOW SEWER LINE THEN BOTH WATERLINE AND
SEWER LINE SHALL BE CLASS 50 DUCTILE IRON PIPE FOR A MINIMUM OF 10' EACH SIDE OF CROSSING.
B. STORM SEWER: WHERE WATERLINE CROSSES ABOVE MAINTAIN 1' VERTICAL SEPARATION, WHERE WATERLINE CROSSES BELOW
MAINTAIN 2' VERTICAL SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED WATERLINE SHALL BE CLASS 50 DUCTILE IRON
PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
63.WHERE SANITARY SEWER CROSSES STORM MAINTAIN 2' SEPARATION. IF THIS SEPARATION CANNOT BE MAINTAINED SANITARY
SEWER SHALL BE CLASS 50 DUCTILE IRON PIPE FOR MINIMUM OF 10' EACH SIDE OF CROSSING.
64.REFERENCE NC 15A, 18C, .0906 FOR ADDITIONAL CROSSING INFORMATION. THIS CRITERIA SHALL BE MET AT ALL CROSSINGS.
SUBMITTED TO TOWN OF ANGIER: APRIL 24, 2020
SCALE: 1" = 500'
VICINITY MAP
DRAWING INDEX
C-00 COVER SHEET
C-01 EXISTING CONDITIONS
C-02 SITE PLAN
C-03 GRADING & DRAINAGE PLAN
C-04 LANDSCAPE PLAN
C-05 SCM PLAN & SECTIONS
D-01 SITE DETAILS
D-02 LANDSCAPE DETAILS
D-03 DRAINAGE DETAILS I
D-04 DRAINAGE DETAILS II
EC-01 EROSION CONTROL PLAN
EC-02 EROSION CONTROL DETAILS I
EC-03 EROSION CONTROL DETAILS II
EC-04 EROSION CONTROL DETAILS III
EC-05 EROSION CONTROL DETAILS IV
SW-01 PRE-DEVELOPMENT DA MAP
SW-02 POST-DEVELOPMENT DA MAP
SITE
MATTHEWS MILL POND ROADTIPPET ROAD
NC 210N
TOWN OF ANGIER
HARNETT COUNTY, NORTH CAROLINA
SITE PLAN
Civil Engineering:
The Curry Engineering Group, PLLC
NC License # P-0799
PO Box 2018
205 S. Fuquay Ave
Fuquay-Varina, NC 27526
919.552.0849 (o)
919.880.9857 (m)
Contact: Don Curry, PE
[e-mail]
Developer/Owner:
Dennis & Sheri Medlin
802 Holland Road
Fuquay-Varina, NC 27526
919.201.3662
Contact: Sheri Medlin
email: [e-mail]
LOCATION: NC 210 N.
ANGIER, NC 27501
COUNTY: HARNETT
PARENT PIN: 0673-15-9867
0673-15-9630
DB/PG: 3789 / 468
ZONING: GC (GENERAL COMMERCIAL)
ACREAGE: 3.34 AC
6.25 AC
CURRENT LAND USE: VACANT
PROPOSED LAND USE: OUTDOOR STORAGE
WATERSHED: WS-IV-P
STANDARDS & SETBACKS GC
MINIMUM LOT WIDTH: 50'
PRINCIPAL FRONT SETBACK: 30'
SIDE SETBACK: 10'
REAR SETBACK: 20'
MAX BUILDING HEIGHT: 35'
BUILDINGS
TOTAL NUMBER OF BUILDINGS: N/A
PARKING REQUIREMENTS
NO PARKING REQUIRED FOR OUTDOOR STORAGE
IMPERVIOUS AREAS
PROPOSED BUILDING: 0
PROPOSED PAVEMENT/GRAVEL: 177,643 SF (4.08 AC)
PROPOSED SIDEWALK/PAVERS: 0
TOTAL IMPERVIOUS: 177,643 SF (4.08 AC) (43%)
SITE INFORMATION
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
GOVERNING AGENCIES:UTILITY AGENCIES:
PLANNING/ZONING/LANDSCAPE
TOWN OF ANGINER
PLANNING DEPT.
55 N. BROAD STREET
ANGIER, NC 27501
919.331.6702
CONTACT: MR. SEAN JOHNSON
EROSION CONTROL
STORMWATERNCDENR-DWQ SEWER
NCDENR DIVISION OF WATER RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET
SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
NCDENR-PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.707.9100
ENGINEERING
TOWN OF ANGIER
TOWN ENGINEER - MS CONSULTANTS, INC
920 MAIN CAMPUS DRIVE
RALEIGH, NC 27606
919.818.2235
CONTACT: MR. BILL DREITZLER, PE
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
RALEIGH REGIONAL OFFICE
512 N. SALISBURY STREET
RALEIGH, NC 27604
919.807.6369
CONTACT: MR. ROBERT PATTERSON, PE
NCDEQ DIVISION OF ENERGY, MINERAL & LAND
RESOURCES
FAYETTEVILLE REGIONAL OFFICE
225 GREEN STREET, SUITE 714
FAYETTEVILLE, NC 28301
910.433.3300
CONTACT: MS. JODI PACE
1.HOURS OF OPERATION - 6 AM TO 10 PM, 7 DAYS A WEEK.
2.THERE WILL BE NO HAZARDOUS MATERIALS STORED ON SITE.
3.OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING AREAS, DRIVE
AISLES, AND ALL LANDSCAPE BUFFERING.
4.PARKING AREAS WILL BE INDICATED BY NUMBER PLATES AND PARKING STOPS.
5.LAND USE CLASSIFICATION IS COMMERCIAL.
6.THIS DEVELOPMENT IS WITHIN ONE MILE OF A VOLUNTARY AGRICULTURAL DISTRICT.
7.DENNIS MEDLIN WILL MAINTAIN & UPKEEP THE PROPERTY.
8.TRASH WILL BE TRANSFERRED AND HANDLED OFF SITE BY DENNIS MEDLIN.
9.ALL GRAVEL AREAS TO BE A MINIMUM OF 6" IN DEPTH.
10.OUTDOOR STORAGE ONLY.
11.INOPERABLE VEHICLES PROHIBITED.
THIS SITE IS LOCATED IN ZONE X ACCORDING TO FEMA MAP #3720066200J AND HAVING AN
EFFECTIVE DATE OF OCTOBER 3, 2006.
TOWN OF ANGIER BOARD OF
ADJUSTMENT APPROVED CONDITIONS:
WATER & SEWER
TOWN OF ANGIER PUBLIC WORKS
DEPARTMENT
55 N. BROAD STREET WEST
ANGIER, NC 27501
919.639.2071
CONTACT: MR. JIMMY COOK
103
26
27
58
N 01°10'01"E 1153.99' TOTALS 87°14'18"E 222.83'
S 87°20'28"E 473.94'
S 87°14'44"E 234.50'
N 87°44'53"W 290.66'
S 87°18'03"E 382.31'
S
4
5
°
4
7
'
4
4
"
E

1
8
2
.
9
9
'
N
5
3
°
0
8
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4
8
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W

1
6
9
.
2
4
'S 43°44'22"W 510.85'
N
5
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1
4
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1
5
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W

3
4
8
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6
3
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L1
L2L3L4L5L6
L7L8L
9L10
L1
1
L1
2
L13
L14
197.94'166.09'117.13''165.93'137.03'L
1
5
L1
6
S 00°58'41"W 239.91'BENT AXLE
EIS BENT EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
S 87°13'35"E 586.25'
80
OLD LINE O
L
D

L
I
N
E
306
307
308
309 310LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
315
32
0
311
312
313
314
316
317
318
319
319318316
317
318
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
EXISTING IRON PIPE (CONTROL POINT)
CONCRETE MONUMENT SET
EXISTING CONCRETE MONUMENT(CONTROL POINT)
IRON STAKE SET (UNLESS OTHERWISE NOTED)
40 D NAIL
EIS
COMPUTED POINT ONLY
PROPERTY BOUNDARY
HERITAGE TREE BUFFER
EASEMENT
500 YR FLOOD PLAIN
100 YR FLOOD PLAIN
WTLD WETLANDS BOUNDARY
RIPARIAN BUFFER
OHE OVERHEAD POWER
FLOODWAY
FLD
FW
EXISTING IRON STAKE
FLOOD HAZARD SOILS BOUNDARY
MINOR CONTOUR
MAJOR CONTOUR
W x EXISTING WATER
SS x EXISTING SANITARY SEWER
350
SANITARY SEWER MANHOLE
Cx
u U/G TELECOMMUNICATIONS
FO U/G FIBER
Course Bearing Distance
L1 S 87°14'44" E 36.55'
L2 S 37°49'22" W 52.94'
L3 S 40°13'27" W 52.89'
L4 S 40°52'40" W 50.37'
L5 N 87°20'05" W 38.54'
L6 S 13°10'38" W 39.83'
L7 S 13°14'12" W 27.95'
L8 N 13°14'12" E 29.75'
L9 N 45°47'44" W 41.47'
L10 N 10°28'47" W 42.57'
L11 N 55°14'15" W 30.29'
L12 N 55°14'15" W 133.04'
L13 S 89°01'18" E 110.03'
L14 S 87°07'47" E 125.84'
L15 S 45°47'44" E 30.04'
L16 N 53°08'48" W 30.13'
N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-01 EXISTING CONDITIONS.DWGPLOTTED: 4/24/2020 3:53 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPROFESSIONAL ENGINEER SEAL NOT
AFFIXED TO SHEET AS ENGINEER
DOES NOT CERTIFY INFORMATION
PROVIDED BY OTHERS
NOT FOR CONSTRUCTION EXISTING CONDITIONSC-01
1.THE PROPERTY SHOWN HEREON IS SUBJECT TO ALL EASEMENTS OF RECORD
AFFECTING SAME.
2.NO TITLE SEARCH HAS BEEN PERFORMED BY THIS FIRM DURING THE COURSE OF
THIS SURVEY.
3.THIS SURVEYOR DOES NOT CERTIFY TO THE EXISTENCE OR NON-EXISTENCE OF
ANY UNDER GROUND UTILITIES THAT MAY OR MAY NOT BE PRESENT ON THIS SITE.
4.THE INFORMATION PRESENTED HERE IS FROM A COMBINATION OF HISTORIC
AERIAL BASE FILE INFORMATION, AS-BUILTS, AND RECENT SURVEY.
NOTES:
Surveyor:
Mauldin-Watkins Surveying, PA
P.O. BOX 444/1301 W. Broad Street
Fuquay-Varina, NC 27526
919.552.9326
Contact: Wayne Mauldin, PLS
LEGEND:
75
107
108
109
L1
6
BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
147 148 149144145146
127
128
150
151
140
132
139
131
138
130
137
129136
126
135 125134
141
133
86
94
87
95
88
89
90
91
84
92
85
93
83
155
154
153
82
152
159
158
157
156
108
116
124
109
117
110
118
111
119
104
112
120
105
113
121
106
114
122
107
115
123
96
103
97
98
99
100
101
102
27
26 25 24
23
20
12
4
19
11
3
18
10
2
17
9
1
16
8
15
7
22
14
6
21
13
5
49
57
50
51
52
45
53
46
54
47
55
48
56
65
73
81
58 66
74
59
67
75
60
68
76
61
69
77
62
70
78
63
71
79
64
72
80
35
43
28
36
44
29
37
30
38
31
39
32
40
33
41
34
42
143142
XXXXXXXXXXX X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
XXXLOT LINE
RIGHT OF WAY LINE
SETBACK LINE
BMP LIMITS
SIGN
EASEMENT
PHASE LINE
CHAIN LINK FENCEX
CONCRETE
N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-02 SITE PLAN.DWGPLOTTED: 4/24/2020 3:53 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION SITE PLANC-02
R50'
R50'
50'
30'
KEY PAD
SLIDE GATE
6' CHAIN LINK FENCE
WITH VINYL SLATS
6' CHAIN LINK FENCE
WITH VINYL SLATS
8' OPAQUE VINYL
FENCE ALONG
FRONTAGE ONLY
15'
50'
50'
15'
15'
30'
30', TYP.
50'
15'
50'
15'
50'
15'
50'
15'
60' EXISTING ROW
20' ROW
DEDICATION
HEAVY-DUTY
CONCRETE
DRIVEWAY
THROAT
LEGEND:
1.ALL SIGNS SHOULD USE PRISMATIC SHEETING THAT MEETS MINIMUM
RETROREFLECTIVITY STANDARDS FOUND IN THE LATEST EDITION OF THE MUTCD.
2.ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH TOWN OF
ANGIER, NCDOT, AND NCDEQ STANDARD SPECIFICATIONS AND DETAILS.
3.ALL ASPHALT EDGES SHALL BE SAW CUT TO PROVIDE A GOOD LONGITUDINAL
JOINT. MILL 1.5 FEET AT 1.5 INCHES DEEP MINIMUM TO PROVIDE A LONGITUDINAL
LAP JOINT FOR FINAL SURFACE LAYER. NO MILLING SHALL BE LEFT FOR A PERIOD
OF TIME GREATER THAN 48 HOURS BEFORE A STREET IS TO BE
PAVED/RESURFACED.
4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND PAYING FOR ANY
PERMITS AND/OR CONNECTION FEES REQUIRED TO CARRY OUT THE WORK.
5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE
START OF CONSTRUCTION.
6.EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD
VERIFIED.
7.ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB, FACE OF
BUILDING, OR PROPERTY LINE UNLESS SHOWN OTHERWISE.
NOTES:
50'
STOP SIGN
24" STOP BAR
15' TYPE 'A'
LANDSCAPE
BUFFER
10' TYPE 'C'
STREET YARD
15' TYPE 'A'
LANDSCAPE BUFFER
30'
15' TYPE 'A'
LANDSCAPE BUFFER
PHASE 2
PHASE 1
MIN. 6" THICK
GRAVEL SURFACE
SCM
SCM ACCESS
EASEMENT TO ROW
PROVIDE GATE IN
FENCE FOR SCM
ACCESS
75
107
108
109N 01°10'01"E 1153.99' TOTALS 87°14'18"E 222.83'
S 87°20'28"E 473.94'
S 87°14'44"E 234.50'
S 87°18'03"E 382.31'
S
4
5
°
4
7
'
4
4
"
E

1
8
2
.
9
9
'S 43°44'22"W 510.85'
N
5
5
°
1
4
'
1
5
"
W

3
4
8
.
6
3
'
197.94'166.09'117.13''165.93'137.03'L1
6
BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
306
307
308
309 310LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
315
32
0
311
312
313
314
316
317
318
319
319318316
317
318
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
XXXXXXXXXXX X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
XXX320
319
318319319
318
317
EOP=319.20±
319.50
318.50
316
305
310
310
305
310
315 305305
313
313
308
3102' BASE DITCH w/ 5:1 MAX SIDES.
INSTALL STRAW W/ NET AS A
TEMPORARY LINER UNTIL
GRASS IS ESTABLISHED. NO
PERM. LINER REQUIRED.
18" RCP
INV IN=318.40
18" RCP
INV OUT=317.90
3' BASE DITCH w/ 5:1 MAX SIDES.
INSTALL STRAW W/ NET AS A
TEMPORARY LINER UNTIL
GRASS IS ESTABLISHED. NO
PERM. LINER REQUIRED.
RS#201
FES#200
40 LF 15" RCP @ 1.24%
YI#101
FES#100
38 LF 24" RCP @ 7.93%
100 LF 18" RCP @ 0.50%
INSTALL NCDOT CL. 2 RIP-RAP
OVER MIRAFI LINER.
MIN. L=20', W1=6', W2=8'.
MIN. THICKNESS=36"
RIP-RAP SCOUR HOLE, REFER
TO DETAIL ON SHEET D-04 INSTALL NCDOT CL. B RIP-RAP
OVER MIRAFI LINER ON EMER.
SPILLWAY. MIN. THICKNESS=18"
FLOW DIRECTION
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
RIP-RAP OUTLET PROTECTION
STORM DRAIN LINE
FLARED END SECTION
CATCH BASIN
YARD INLET
4.0%
SW=295.40
FG =295.32
MAJOR CONTOUR
MINOR CONTOUR
INTERMEDIATE CONTOUR
CATCH BASIN
YARD INLET
SPOT ELEVATION
RISER STRUCTURE
CATCH BASIN
YARD INLET (2'x2')
OPEN THROAT YARD INLET
400
STORM DRAINAGE TABLE
INLET#
100
101
200
201
TYPE
FES
YI
FES
RS
RIM ELEV
(EOP)
310.33
315.00
308.52
310.00
INV IN
(FROM-SIZE)
308.00
(101-24")
307.00
(201-15")
INV OUT
(TO-SIZE)
311.00
(100-24")
307.50
(200-15")
N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-03 GRADING & DRAINAGE PLAN.DWGPLOTTED: 4/24/2020 3:54 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION GRADING & DRAINAGE PLANC-03
LEGEND:
1.ALL STORM DRAINAGE PIPING SHALL BE CLASS III RCP UNLESS NOTED
OTHERWISE.
2.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ, NCDOT,
AND TOWN OF ANGIER STANDARDS AND SPECIFICATIONS.
3.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE
OWNER'S GEOTECHNICAL ENGINEER, AS APPROPRIATE.
4.CONTRACTOR SHALL MAINTAIN POSITIVE SLOPE AND OUTFALL OF ANY
FOUNDATION DRAIN SYSTEMS.
5.SPOT ELEVATIONS ON CURB REFER TO THE BACK OR TOP OF CURB
(TOC) ELEVATION. ELEVATIONS ON STORM DRAINAGE TABULATIONS (SEE
DETAIL SHEET) REFER TO EDGE OF PAVEMENT (EOP) ELEVATION.
6.ALL STORM DRAIN HOODS, MANHOLE COVERS AND GRATES ARE TO BE
LABELED "NO DUMPING DRAINS TO STREAM".
7.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO
THE START OF CONSTRUCTION.
8.THIS SITE IS ANTICIPATED TO BE A BALANCE EARTHWORK SITE. IN THE
EVENT MATERIAL IS TAKEN OFF-SITE OR RECEIVED FROM AN OFF-SITE
SOURCE, NCDEQ MUST BE NOTIFIED AND THE MATERIAL MUST
ORIGINATE FROM A PERMITTED FACILITY.
9.RETAINING WALLS OVER 4' IN HEIGHT MUST BE PERMITTED SEPARATELY.
GRADING & DRAINAGE NOTES:
XXXX75
107
108
109
L1
6
BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
PK NAIL
EIS
EIS
EIS
fom
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
147 148 149144145146
127
128
150
151
140
132
139
131
138
130
137
129136
126
135 125134
141
133
86
94
87
95
88
89
90
91
84
92
85
93
83
155
154
153
82
152
159
158
157
156
108
116
124
109
117
110
118
111
119
104
112
120
105
113
121
106
114
122
107
115
123
96
103
97
98
99
100
101
102
27
26 25 24
23
20
12
4
19
11
3
18
10
2
17
9
1
16
8
15
7
22
14
6
21
13
5
49
57
50
51
52
45
53
46
54
47
55
48
56
65
73
81
58 66
74
59
67
75
60
68
76
61
69
77
62
70
78
63
71
79
64
72
80
35
43
28
36
44
29
37
30
38
31
39
32
40
33
41
34
42
143142
XXXXXXXXXXX X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
XXXAZALEA, DWARF INDICA (RE)
BOXWOOD, KOREAN (BM)
PIN OAK (QP)
N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-04 LANDSCAPE PLAN.DWGPLOTTED: 4/24/2020 3:54 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION LANDSCAPE PLANC-04
6' CHAIN LINK FENCE
WITH VINYL SLATS
6' CHAIN LINK FENCE
WITH VINYL SLATS
8' OPAQUE VINYL
FENCE ALONG
FRONTAGE ONLY
60' EXISTING ROW
LEGEND:
50'
15' TYPE 'A'
LANDSCAPE
BUFFER
10' TYPE 'C'
STREET YARD
15' TYPE 'A'
LANDSCAPE BUFFER
30'
15' TYPE 'A'
LANDSCAPE BUFFER
KEY
QP
QTY
61
BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT
B&B 2.5" CAL 10'
PLANTING SCHEDULE:
BM 230 GAL.3 GAL.18"
PIN OAK QUERCUS PALUSTRIS
RE 75 GAL.3 GAL.18"AZALEA, DWARF INDICA RHODODENDRON ERIOCARPUM
LARGE TREES
SHRUBS
BOXWOOD, KOREAN BUXUS MICROPHYLLA 'KOREANA'
1.ALL TREES SHALL BE MIN. 10' TALL AND 2.5" CALIPER AT TIME OF PLANTING.
2.LANDSCAPING SHALL COMPLY WITH THE TOWN OF ANGIER LANDSCAPING
ORDINANCE AS SPECIFIED IN CHAPTER 7.
3.ALL DENUDED AREAS NOT SHOWN TO HAVE MULCH GROUND COVER SHALL BE
SEEDED WITH PERMANENT SEEDING IN ACCORDANCE WITH TOWN OF ANGIER
STANDARDS AND SPECIFICATIONS.
4.PLANT TREES WITH A MINIMUM CALIPER OF TWO & ONE HALF INCHES MEASURED
SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN TWO FEET
IN DIAMETER AND 16 INCHES IN DEPTH.
5.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL. TREES
PLANTED IN THE SUMMER RUN THE RISK OF DEHYDRATION.
6.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END OF HEAD-IN
PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM CAR OVERHANGS.
7.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL AND AT
LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL DIMENSION.
8.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS COMPACTED THE
SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED OR LOOSENED WITH A PICK
AX OR SHOVEL.
9.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE CONDITIONS. WHERE
POOR DRAINAGE EXISTS, THE TREE PIT SHOULD BE DUG AT LEAST AN ADDITIONAL
TWELVE INCHES WIDER AND THE SOIL AMENDED TO ALLOW PROPER ROOT
GROWTH.
10.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER. ALL ROOTS
MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED
AS IT IS PLACED AROUND THE ROOTS.
11.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED WITH
STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT SYSTEM BEGINS
TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE YEAR.
12.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE EXCAVATION IN
ORDER TO RETAIN MOISTURE AND KEEP DOWN DUST
13.AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE PROVIDED TO FORM
A BASIN AROUND THE TRUNK OF THE TREE. THIS SAUCER HELPS CATCH AND
RETAIN MOISTURE.
14.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING, PRUNING AND
FERTILIZING, IS A MUST FOR STREET AND PARKING LOT TREES. PRUNE OFF
BROKEN OR DAMAGED BRANCHES.
15.ALL DISTURBED AREAS NOT IDENTIFIED FOR PLANTINGS AND MULCH SHALL BE
SEEDED. SEE DETAIL SHEETS FOR REQUIREMENTS.
LANDSCAPING NOTES:
15' TYPE "A" BUFFER
10' TYPE "C" STREET YARD
30' MAX
4'-6' MAX
15'
30' MAX
EACH TREE TO BE
ACCOMPANIED BY 5 SHRUBS
QPBM
QP
RE
EXISTING
VEGETATION MAY
BE USED TO
SATISFY PLANTING
REQUIREMENT.
EXISTING
VEGETATION MAY
BE USED TO
SATISFY PLANTING
REQUIREMENT.
VEGETATED SHELF
PLANTINGS
SLOPE STABILIZATION
(TURF GRASS)
316
305
310
310
305
310
315 305305
313
313
308
310S 87°14'18"E 222.83'
L14
166.09'306
307
308
309 310315
311
312
313
314
316
RS#201
FES#200
40 LF 15" RCP
38 LF 24" RCP
FES#100
STORM DRAINAGE TABLE
INLET#
100
101
200
201
TYPE
FES
YI
FES
RS
RIM ELEV
(EOP)
310.33
315.00
308.52
310.00
INV IN
(FROM-SIZE)
308.00
(101-24")
307.00
(201-15")
INV OUT
(TO-SIZE)
311.00
(100-24")
307.50
(200-15")DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEER S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\C-05 SCM PLAN & SECTIONS.DWGPLOTTED: 4/30/2020 12:06 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
LEGEND:
N
20'40'
SCALE IN FEET
10'20'
SCALE: 1 IN = 20 FT
SCALE IN FEET
HORIZONTAL
0
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDENR AND TOWN OF ANGIER STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR SHALL COORDINATE ALL GRADING OPERATIONS WITH THE OWNER'S GEOTECHNICAL
ENGINEER, AS APPROPRIATE.
3.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL GRADES PRIOR TO THE START OF CONSTRUCTION.
4.MAXIMUM SLOPE OF BASIN IS 3:1
5.ALL SIDE SLOPES, EMBANKMENTS AND SPILLWAYS SHALL BE COMPACTED TO A MINIMUM OF 95%
STANDARD PROCTOR PER ASTM D-698.
6.CONTROLLED FILL AS SPECIFIED BY THE ENGINEER IN THE DAM EMBANKMENT SHALL BE PLACED IN
6-INCH LOOSE LAYERS (3-INCH LOOSE LAYERS WITHIN 3 FEET OF EITHER SIDE OF THE PRINCIPLE
SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO
LESS THAN 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT OR
WITHIN 2%± IN ACCORDANCE WITH ASTM D698.
7.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL
PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEED 5%
BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED
FROM THE FILL PRIOR TO COMPACTION.
8.FILL MATERIAL PLACED AT DENSITIES LOWER THAN MINIMUM SPECIFIED DENSITIES OR AT MOISTURE
CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED
REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
9.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM
EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LEVEL.
10.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT
CONSTRUCTION AND THE PLACEMENT OF THE CONTROLLED FILL.
11.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OR COMPRESSIBLE AND/OR UNSUITABLE SOILS. ALL
SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER
AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE
ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
12.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATIONS, FOUNDATION DEWATERING, AND ROCK
FOUNDATION PREPARATION MAYBE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER.
13.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT
THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURE.
14.EARTHWORK COMPACTION WITHIN 3-FT OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF
HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE COMPACTORS OR MINIATURE SELF
PROPELLED ROLLERS.
15.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
16.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES UNTIL
ADEQUATE CURING TIME HAS ELAPSED.
17.ALL RISER STRUCTURES, INCLUDING WEIR WALL TYPE STRUCTURES, SHALL BE REINFORCED CONCRETE.
BRICK/CONCRETE BLOCK AND MORTAR TYPE STRUCTURES WILL NOT BE ACCEPTED.
18.ALL RISER STRUCTURES SHALL BE LOCATED SUCH THAT DIRECT ACCESS FROM THE DAM EMBANKMENT
CAN BE ACHIEVED.
19.RISER STRUCTURES WITH MULTIPLE BARREL SECTIONS SHALL HAVE GASKETTED JOINTS, AND EACH
SECTION SHALL BE BOLTED TO ADJACENT SECTIONS WITH STAINLESS STEEL STRAPS. STEEL STRAPS
SHALL BE MINIMUM 4" WIDE, 1/4" THICK, STRAP CENTERED ON JOINT WITH MINIMUM 2" OVERLAP. ATTACH
STRAP TO BARREL SECTIONS WITH (2) 1/2" HEXBOLTS EMBEDDED IN STRUCTURE 3 INCHES. EPOXY BOLTS
INTO STRUCTURE.
20.CLAY LINER SHALL BE A MINIMUM 8 INCHES THICK. CLAY LINER SHALL BE INSTALLED AT A DEPTH
SUFFICIENT ENOUGH SUCH THAT IT DOES NOT IMPEDE THE GROWTH OF VEGETATION OR CAN BE
PENETRATED BY ROOTS OF VEGETATION. THIS DEPTH SHALL BE A MINIMUM OF 12" BELOW THE BOTTOM
OF THE WETLAND. CLAY LINER SHALL LIMIT INFILTRATION RATE TO 0.01 IN/HR. CLAY LINER SHALL BE
INSTALLED UP TO PERMANENT POOL ELEVATION THROUGHOUT BMP. ALTERNATIVE LINERS MAYBE
ACCEPTABLE IF APPROVED BY ENGINEER OF RECORD.
GENERAL NOTES:
1.WET POND PLANTINGS SHALL CONTAIN A MINIMUM OF 3
DIVERSE SPECIES OF SHALLOW WATER AND SHALLOW
LAND HERBACEOUS VEGETATION ON THE VEGETATED
SHELF. MINIMUM 50 PLANTS PER 200 SF OF VEGETATED
SHELF AREA. SEE TABLE THIS SHEET FOR LIST OF
APPROVED PLANTS. WETLAND SEED MIX IS NOT AN
ACCEPTABLE SUBSTITUTE FOR PLANTINGS. WETLAND
SEED MIX MAYBE USED WITH IN POOL.
2.SHALLOW WATER PLANTS SHALL BE PLANTED WITHIN AREA
OF VEGETATED SHELF SUBMERGED 6 INCH IN THE
PERMANENT POOL. SHALLOW LAND PLANTS SHALL BE
PLANTED WITHIN AREA OF VEGETATED SHELF
UN-SUBMERGED IN THE PERMANENT POOL.
3.PLANTS SHALL BE OF AT LEAST 4 CUBIC INCH CONTAINER
SIZE.
4.SPACING OF PLANTINGS SHALL BE 24" TO 36" ON CENTERS.
5.IF TREES AND SHRUBS ARE PLANTED FOR AESTHETICS PER
OWNER'S REQUEST, THEY SHALL BE OUTSIDE OF THE POND
AND SELECTED TO MAXIMIZE SHADING. NO TREES SHALL
BE PLANTED WITHIN THE EMBANKMENT OF THE POND.
6.ALL POND SLOPES AND DAMS SHALL BE SODDED WITH
NON-CLUMPING, WARM SEASON GRASS.
7.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES,
STUMPS, ROOTS, OR OTHER SIMILAR MATERIAL GREATER
THAN 2 INCHES IN DIAMETER.
8.THE PH SHOULD BE BETWEEN 4.5 AND 7.0. IF THE PH FALLS
OUTSIDE OF THIS RANGE, IT MAY BE MODIFIED WITH LIME
TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE
MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE.
9.TOPSOIL CAN BE NATIVE IF STOCKPILED ON-SITE SOILS OR
IMPORTED TO THE SITE FROM OTHER LOCATIONS. PROVIDE
SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A
BMP FACILITY.
BMP LANDSCAPE NOTES:
HERBACEOUS PLANTS
ACORUS SUBCORDATUM SWEETFLAG
ALISMA SUBCORDATUM WATER PLANTAIN
HYDROLEA QUADRIVALVIS WATERPOD
IRIS VIRGINICA BLUE FLAG IRIS
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH
LUDWIGIA SPP. PRIMROSE WILLOW
PELTANDRA VIRGINICA ARROW ARUM
PONTEDERIA CORDATA PICKERELWEED
SAGITTARIA LATIFOLIA DUCK POTATO
SAGITTARIA LANCIFOLIA BULLTONGUE
SAURURUS CERNUUS LIZARD’S TAIL
SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH
SCHOENOPLECTUS AMERICANUS THREE-SQUARE BULRUSH
SCHOENOPLECTUS PUNGENS VAR. PUNGENS
SCIRPUS CYPERINUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS
SHALLOW WATER PLANT LIST
BOTANICAL NAME COMMON NAME
HERBACEOUS PLANTS
ASCLEPIAS INCARNATA SWAMP MILKWEED
CAREX TENERA QUILL SEDGE
CHELONE GLABRA WHITE TURTLEHEAD
EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED
EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED
HIBISCUS COCCINEUS SCARLET ROSE MALLOW
HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
KOSTELETZKYA VIRGINICA SEASHORE MALLOW
LOBELIA CARDINALIS CARDINAL FLOWER
LOBELIA ELONGATA LONGLEAF LOBELIA
LOBELIA SIPHILITICA GREAT BLUE LOBELIA
RHYNCHOSPORA COLORATA STARRUSH WHITETOP
SACCHARUM BALDWINII NARROW PLUMEGRASS
SHALLOW LAND PLANT LIST
BOTANICAL NAME COMMON NAME
SHRUBS
ARONIA ARBUTIFOLIA RED CHOKEBERRY
CEPHALANTHUS OCCIDENTALIS COMMON BUTTONBUSH
CLETHRA ALNIFOLIA SWEET PEPPERBUSH
CORNUS AMOMUM SILKY DOGWOOD
CYRILLA RACEMIFLORA TITI
GORDONIA LASIANTHUS LOBLOLLY BAY
HYPERICUM DENSIFLORUM BUSHY ST. JOHNSWORT
ILEX DECIDUAS POSSUMHAW
ILEX GLABRA INKBERRY
ITEA VIRGINICA VIRGINIA SWEETSPIRE
ROSA PALUSTRIS SWAMP ROSE
VACCINIUM CRASSIFOLIUM CREEPING BLUEBERRY
VIBURNUM NUDUM VAR. NUDUM POSSUMHAW
PLANTING QUANTITIES
SHELF AREA SHRUBS REQUIRED
3,167 SF 792 PLANTS
**MINIMUM 50 PLANTS PER 200 SF OF VEGETATED SHELF AREA**
NOTES:
1. CONTRACTOR SHALL INSTALL FILTER DIAPHRAGM ON DAM
OUTLET PIPE.
2.COORDINATE WITH ENGINEER ON APPROVED MATERIALS
AND INSTALLATION TECHNIQUES PRIOR TO INSTALLATION.
FLOW
SCALE:
5
C-05
SAND DIAPHRAGM
N.T.S.
3'
3.75'3.75'
1.5 x DIA = 1.9'
3 x DIA =3.75'**
2' MIN.
**2' MIN. FROM TOP OF DAM
GOVERNS IF 3 x DIA. IS NOT
AVALIABLE.
TOP OF DAM
15" RCP
OUTLET
FINE SAND FILTER
PER ASTM C33
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
4" PERFORATED PVC
WRAPPED IN FABRIC TO
DAYLIGHT
SCALE:
3
C-05
EMERGENCY SPILLWAY DETAIL
N.T.S.
3,000 PSI CONCRETE
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
12" TYP
3" CLR
3" CLR
NOTES:
1.CONCRETE DESIGN & CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ACI
SPECIFICATIONS. CONCRETE SHALL BE A MINIMUM OF 3,000 PSI WITH #3 STIRRUPS AT 12" O.C.
2.CONTRACTOR SHALL FINISH ALL CONCRETE SURFACES WITH BROOM.
3.REINFORCING SHALL BE ASTM 615, GR 60. SPLICE LENGTHS SHALL BE CLASS B.
40'
CREST LENGTH
TOP OF DAM
ELEV = 313.00
SPILLWAY
ELEV = 311.50
NO.3 STIRRUPS @ 12" O.C.
NO.5 REBAR @ 12" O.C.
BOTTOM
ELEV = 309.00
18"
24"24"2:115" GASKETTED O-RING
RCP OUTLET PIPE
ANTI-VORTEX TRASH RACK ANCHORED TO RISER. CONTRACTOR
TO SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. ANCHOR
TO CONCRETE RISER IN 4 LOCATIONS.
MANHOLE
STEPS, TYP
CREST = 310.00
INV = 307.50
BOTTOM = 306.00
12"
DRAW DOWN
ORIFICE
INV = 308.00
4"x4" PVC TEE
4" PLUG
SET TOP OF PVC PLUG AT
TEMPORARY POOL
DRILL 2" Ø OPENING
IN 4" PLUG
TOP OF
BERM = 313.00
FILL WITH LEAN CONCRETE
FROM INVERT OF OUTLET PIPE
TO MANHOLE EXTENDED BASE
(3) 6" DIAMETER ORIFICE
KNOCKOUTS
INV ELEV= 309.25
BOTTOM OF POND
ELEV = 384.00
PERMANENT POOL = 308.00
TEMPORARY POOL = 309.25
STANDARD
MANHOLE BASE
SCALE:
4
C-05
CONCRETE RISER DETAIL
N.T.S.
6"
60" DIAMETER
PRE-CAST
MANHOLE
SCALE:
2
C-05
WET DETENTION BASIN - SECTION VIEW
N.T.S
PERMANENT POOL ELEV = 308.00
10' WIDE
BERM
40' EMERGENCY SPILLWAY
WQV TEMPORARY POOL ELEV = 309.25
BOTTOM EL. 311.50
PRECAST RISER STRUCTURE
W/ TRASH RACK-REFER TO
DETAIL, THIS SHEET
2
1
2
1
15" RCP(O-RING JOI
N
T
S

A
S
T
M

C
4
4
3
)
COMPACTED SUBGRADE
SAND DIAPHRAGM-REFER
TO DETAIL, THIS SHEET
MAIN POND
3
11FOREBAY
FOREBAY WEIR BOTTOM
ELEV = 308.00
FOREBAY BERM
TOP ELEV = 309.00
SEDIMENT STORAGE ELEV = 306.00
BOTTOM ELEV = 305.00
STORM WATER SURFACE ELEVATIONS
100 YEAR 312.18
25 YEAR 311.84
10 YEAR 311.31
2 YEAR 310.09
1 YEAR 309.71
REFER TO STORM WATER
SURFACE ELEVATIONS
LISTED BELOW
3
6' VEGETATED SHELF AT 6:1 MAX
SLOPE. PERMANENT POOL TO BE
CENTERED IN SHELF1
3
EMERGENCY SPILLWAY.
REFER TO DETAIL ON THIS
SHEET
3
1
REFER TO NOTES FOR
EMBANKMENT COMPACTION
FES#201
CLAY LINER
(REFER TO NOTES)
BOTTOM SEDIMENT
ELEV = 303.00
TOP SEDIMENT
ELEV = 304.00
1
3
ELEV = 313.00
SCALE:
1
C-05
WET POND - PLAN VIEW
1"=20'
RIP RAP EMERGENCY
SPILLWAY NCDOT
CLASS "B" RIP RAP
CAST-IN-PLACE CONCRETE
SPILLWAY-REFER TO
DETAIL, THIS SHEET
6' WIDE - 6:1 VEGETATED SHELF
TOP ELEV.= 308.50
P.POOL ELEV = 308.00
BOTTOM ELEV.= 307.50
MAIN POND
PERMANENT POOL = 308.00
TEMPORARY POOL = 309.25
TOP SEDIMENT ELEV = 304.00
BOTT.SEDIMENT ELEV = 303.00
CLASS "B" RIP-RAP LINED
FOREBAY WEIR
FOREBAY BERM = 309.00
FOREBAY WEIR = 308.00
CLASS "B" RIP-RAP SCOUR
HOLE. REFER TO DETAIL
SHEETS FOR DETAILS & SIZE
SHALLOW WATER
SHALLOW LAND
VARIABLE WIDTH SCM
ACCESS & MAINTENANCE
EASEMENT
3:1 SLOPE
3:1 SLOPE 1" = 40'NOT FOR CONSTRUCTION SCM PLAN & SECTIONSC-05
FOREBAY
TOP SEDIMENT ELEV = 306.00
BOTT SEDIMENT ELEV = 305.00
SHALLOW WATER
SHALLOW LAND
RIP-RAP OUTLET PROTECTION
NCDOT CLASS '2' RIP RAP
L=20', W1=6', W2=8'.
THICKNESS=36"
TOP OF BERM = 313.00
N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-01 SITE DETAILS.DWGPLOTTED: 4/24/2020 3:54 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION SITE DETAILSD-01
30"30"R1-1
NOTE: REFER TO SIGN BASE DETAIL THIS
SHEET FOR ADDITIONAL INFO AND
INSTALLATION DETAILS
SCALE:
2
D-01
SIGN INSTALLATION DETAIL
NTS
POST
SLEEVE
ANCHOR
SEE
DETAIL B
SEE
DETAIL A
1. POST
3. ANCHOR
2. SLEEVE
- 1-3/4" X 1-3/4" SQUARE PERFORATED 0.105"
- 2-1/4" X 2-1/4" X 12", SQUARE PERFORATED
- 2" X 2" X 30", SQUARE PERFORATED 0.105" GALVANIZED
GALVANIZED STEEL TUBING
18"
MIN.
NOTES:SIGN HEIGHT PER M.U.T.C.D.UNLESS OTHERWISE DIRECTED BYC.O.S. TRAFFIC ENGINEERING DIVISIONPOST
SIGN 3/8" STEEL DRIVE RIVET
SLEEVE
ANCHOR
POST
3/8" STEEL DRIVE RIVET
2' MIN. BEHIND
CURB OR AT BACK
OF SIDEWALK
1"
30"
12"
3 8" DIA.
3/8" STEEL DRIVE RIVET
0.105 GALVANIZED STEEL TUBING
STEEL TUBING
DETAIL B
ANCHOR ASSEMBLY
DETAIL A
SIGN MOUNTING
4. STOP SIGNS & STREET SIGN SHALL BE INSTALLED ON SAME POST.
SCALE:
1
D-01
STOP SIGN
NTS
FRONT ELEVATION
3"
43.5"
48"
34"
5.5"
45.5"
3.5"
12"
5.5"
2"
108"
72"
0.5"
3"
3000 PSI CONCRETE
FOOTING, TYPFINISHED GRADE
SCALE:
4
D-01
OPAQUE VINYL FENCE DETAIL
NTS
NOTES:
1.PANELS MAY REQUIRE TRIMMING TO MEET 48" WIDTH.
2.PANEL MUST EXTEND 12" ABOVE OUTDOOR HVAC UNIT.
3.INSTALLATION OF FENCE PANEL SHALL BE PER MANUFACTURERS RECOMMENDATION.
4.CONTRACTOR TO COORDINATE COLOR OF PANEL WITH OWNER. COLOR OF PANEL
SHALL MATCH COLOR OF BUILDING.
SOLID VINYL PANEL
COLOR TO MATCH
BUILDING PANEL - BEIGE
12"
FLAT POST CAP
SLAT END VIEW
www.eprivacylink.com
PRIVACY LINK®
P.O. BOX 295
HYDE PARK, UT 84318
TOLL FREE: 1-800-574-1076
PHONE: [phone]
FAX: [phone]
by Privacy Link
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWING.
3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS
FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER
REFERENCE NUMBER D-01 SITE DETAILS.
SIMPLY “SNAP” THE TOP CAP OVER THE TOP OF THE FENCE AND LOCK
TO THE WIRE MESH WITH THE ZIP TIES (INCLUDED WITH EACH
PACKAGE) THROUGH THE FOUR (4) PRE-DRILLED HOLES IN EACH SLAT.
SAFETY TOP CAP LITE™ SLAT SPECIFICATIONS
(SUGGESTED INSTALLATION INSTRUCTIONS.
INSTRUCTIONS VARY PER JOB SITE CONDITIONS)
INSTALLATION INSTRUCTIONS
COVERAGE
AREA
PIECES
PER BAGLENGTHWIDTH
80 LINEAR FEET2 1/2"40 PER BAG
ZIP TIES
108"
HEIGHT
4"
SAFETY TOP CAPLITE™
SAFETY YELLOW
COLOR
SCALE:
3
D-01
CHAIN LINK FENCE DETAIL
NTS
NO SCALE
NO SCALE
STEEL POST SCHEDULE
USE AND SECTION
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
CORNER, END & PULL POSTS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
TUBULAR - ROUND
TUBULAR - SQUARE
H-SECTION
C-SECTION (ROLL-FORMED)
2.375" O.D.
2.375" O.D.
2.875" O.D.
2.875" O.D.
4.00" O.D.
1.90" O.D.
1.66" O.D.
1.50" SQ.
1.625" x 1.50"
1.625" x 1.25"
NOTES:
NO SCALE
SECURE SIDE
NOTE:
BOTTOM & BRACE RAILS
PROVIDE BRACE PANEL WHENEVER
STRAIGHT RUNS EXCEED 500 FEET.
LINE POST ATTACHMENTS
BOTTOM RAIL DETAILS
BRACE PANEL DETAIL
TRUSS ROD AND BAND
BRACE RAIL CLAMP DETAIL
FASTENING DETAILS
TENSION BAND DETAIL
END OR GATE POST DETAIL
FABRIC WIDTH 72" OR LESS FABRIC WIDTH 84" TO 96"FABRIC WIDTH 108" AND OVER
3. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING
3/8 " CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE
DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE
BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.
1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
BRACE RAIL ATTACHMENT
2. ONLY 9-GAGE GALVANIZED STEEL TIE WIRES SHALL BE USED
FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.
16-GAGE, STAINLESS STEEL TIE WIRES SHALL BE USED
FOR FASTENING FENCE FABRIC TO TENSION WIRES. HOG RINGS
SHALL NOT BE ALLOWED ON SENSORED FENCES.
CONCRETE BASE
TRUSS ROD
(3 8" MIN. DIA.)
TRUSS ROD
(3 8" MIN. DIA.)
TENSION BAND
FABRICTENSION BAND (15" O.C. MAX.
AND WITHIN 4" FROM TOP
AND BOTTOM OF FABRIC)
TENSION BAR TO
ENGAGE EACH FABRIC LINK
CARRIAGE BOLT
TENSION BAR
BARBED-WIRE OR
TENSION WIRE
9-GAGE STEEL TIE WIRE
(15" O.C. MAX. AND
WITHIN 4" FROM TOP AND
BOTTOM OF FABRIC)
ENDS TWISTED AT
LEAST THREE FULL TURNS
FABRIC
9-GAGE STEEL TIE WIRES
(12" O.C. MAX.)
DOUBLE RAIL END
LINE POST
3 8" CARRIAGE
BOLT W/ PEENED
THREADS
FABRIC
BOTTOM RAIL
9-GAGE STEEL TIE WIRE
(12" O.C. MAX.)
1" MAX
TO BOTTOM OF FABRIC
TRUSS ROD
BRACE
RAILS
LINE POST
BOTTOM RAIL
TRUSS ROD
PULL POST
BRACE
RAILS
10'-0" MAX.10'-0" MAX.
NO SCALE
6' CHAIN LINK FENCE DETAIL-SAND FILTER BMP PERIMETER
1" MAX
6"
3'-4"
6"
3'-4"
6"
3'-4"
6' FABRIC WIDTH
BOTTOM RAIL
LINE POST
BRACE RAIL
TIE WIRES
(TYP.)
TRUSS ROD
(3/8" MIN. DIA.)
CORNER, END,
OR PULL POST
CONCRETE BASE
CHAIN LINK FABRIC
(9 GAGE, 2" MESH, BLACK
PVC CLAD)
LINE POST
6'
16" MIN. DIA.10" MIN. DIA.
10' MAX. SPACING 10'-0" MAX. SPACING
LINE POSTS TO BE EQUALLY SPACED
SCALE:
6
D-01
CHAIN-LINK SECURITY FENCE DETAILS
N.T.S

@ 28 DAYS
4,000 PSI CONC.
6" THICK
COMPACTED
SUBGRADE
NOT TO SCALE
HEAVY DUTY
RIGID PAVEMENT
PAVEMENT SECTIONS
6" CABC
SCALE:
5
D-01
PAVEMENT SECTIONS
N.T.S

N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-02 LANDSCAPE DETAILS.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION LANDSCAPE DETAILSD-02
SCALE:
1
D-02
TREE STAKING & PLANTING DETAIL
NTS
VARIES
COVER SAND RING WITH 4" OF
MULCH. DO NOT PILE MULCH
AGAINST TRUNK OF TREE
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE
ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND
BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS
AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER,
DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES
THAT EXTEND TO THE EDGE OF THE CROWN. STAKE
TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE
ARCHITECT MARK THE NORTH SIDE OF THE TREE IN THE
FIELD, BEFORE TRANSPLANTING, AND WHEN
TRANSPLANTING ROTATE TREE TO FACE
NORTH, WHENEVER POSSIBLE.
PLAN VIEW
FILL ALL AIR POCKETS BETWEEN ROOT BALL AND
EXISTING UNDISTURBED SOIL WITH SANDY LOAM
BEING SURE TO LEAVE NO AIR POCKETS
2'(MIN.)6"12"2' MIN.12"
PLAN
TREE WRAP
BACKFILL MIX
PAINTED FLUORESCENT ORANGE
COVERED W/2-PLY RUBBER HOSE
WHITE FLAGGING (TYP.)
DOUBLE STRAND 12 GAUGE WIRE
8" 2-PLY RUBBER HOSE
8' STEEL TEE POST- 3 REQUIRED AT 120°
4 INCHES MULCH
FROM TOP 1/3 OF THE BALL
REMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
4 INCH DEEP SAUCER
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.6"2'(MIN.)12"12"
FROM TOP 1/3 OF THE BALL
NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.2'(MIN.)REMOVE BURLAP & ROPE
UNDISTURBED SUBSOIL
BACKFILL MIX
8' STEEL TEE POST- 3 REQUIRED AT 120°
DOUBLE STRAND 12 GAUGE WIRE
COVERED W/2-PLY RUBBER HOSE
PAINTED FLUORESCENT ORANGE
TO PROVIDE
FOR PLANTING
CUT BACK SLOPE
A FLAT SURFACE 6"EXISTING GROUND
WHITE FLAGGING (TYP.)
4 INCHES MULCH
TREE WRAP
4 INCH DEEP SAUCER
8" 2-PLY RUBBER HOSE
PLAN
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
4 INCHES MULCH
(SEE LANDSCAPE NOTES
FOR TYPE OF MULCH)
IF SHRUB IS B & B, THEN REMOVE
BURLAP & ROPE FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL6"CUT BACK SLOPE TO
PROVIDE A FLAT SURFACE
FOR PLANTING
EXISTING GRADE OR
PROPOSED GRADE
INJECT ROOT STIMULATOR
MIX AT LOCATIONS SHOWN
1'-6"
TOP OF ROOT BALL
METAL TEE STAKES (3)
DOUBLE STRAND 12 GAUGE WIRE
WHITE FLAGGING (TYP.)1'-6"12" LENGTH, 1" DIA
2-PLY RUBBER HOSE
AT TREE
TREE TRUNK
DEPENDING ON
SIZE OF TREE SPADE
WHITE FLAGGING (TYP.)
SAND RING
3" H X 12" W
12"
7" TOTAL MULCH AND SAND
WASH SAND INTO AIR POCKETS
TREE SPADE ROOT BALL (SIZE VARIES
WITH SIZE OF TREE SPADE)
12" LENGTH, 1" DIA 2-PLY RUBBER HOSE
DOUBLE STRAND 12 GAUGE WIRE COVERED
WITH RUBBER HOSE AT TREE
TOP OF ROOT BALL
4 INCHES MULCH EXTENDING 12" MIN
FROM ROOT BALL
8' STEEL TEE POST (3 PER TREE) TO
BE DRIVEN 3' BELOW GRADE
EXISTING GRADE
EXISTING UNDISTURBED SOIL
NOTE: PLANT TREE 2"-4" ABOVE GRADE 6"RUBBER HOSE AT CONTACT POINT
WRAP TRUNK OF TREE WITH STANDARD
TREE WRAPPING PAPER (CRAPE) STARTING
FROM BOTTOM WINDING UPWARDS
UNITE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LAYER OF SOIL TO
COVER BALL
HARDWOOD OAK STAKES (WOOD STAKING SHALL
NOT CONTAIN CHROMATED COPPER ARSENATE
(CCA)) (3 STAKES SPACED EQUIDISTANT)
BERM SIZE TO BE PROMINENT
COMPACT OUTER EDGE WITH FOOTPRINT
DEPRESSION FOR WATER ACCUMULATION
PEEL BACK BURLAP
HOLE DEPTH TO EQUAL BALL DEPTH W/BALL
1/3 - 1/2 ABOVE EXISTING GRADE
1/4" NYLON CORD
TWICE RADIUS OF ROOT BALL
1' +
MULCH
EDGE
2/3 HEIGHT OF TREE(LIMB-UP BEFORESTAKING)ROOT BALL TO BE 1/3 - 1/2 ABOVE EXISTING
GRADE BASED ON SOIL DRAINAGE
- SOIL AMENDMENTS ARE NOT REQUIRED
FOR TREES
- LIMB UP TREE (2/3 HEIGHT PRIOR TO STAKING.
CONTACT POINT FOR RUBBER HOSE TO BE LATERAL
BRANCH AND NOT MAIN TRUNK.
SCALE:
2
D-02
TREE PLANTING
NTS SCALE:
3
D-02
TREE PLANTING ON SLOPE
NTS
SCALE:
4
D-02
MACHINE DUG TREE PLANTING
NTS
SCALE:
6
D-02
SHRUB PLANTING
NTS
SCALE:
5
D-02
SHRUB PLANTING ON SLOPE
NTS
1.PLANT TREES WITH A MINIMUM CALIPER OF TWO INCHES MEASURED
SIX INCHES ABOVE THE GROUND AND A ROOT BALL NO SMALLER THAN
TWO FEET IN DIAMETER AND 16 INCHES IN DEPTH.
2.THE BEST TIMES FOR PLANTING ARE EARLY SPRING AND EARLY FALL.
TREES PLANTED IN IN THE SUMMER RUN THE RISK OF DEHYDRATION.
3.PLANT ALL TREES AT LEAST THREE-AND-A-HALF FEET FROM THE END
OF HEAD-IN PARKING SPACES IN ORDER TO PREVENT DAMAGE FROM
CAR OVERHANGS.
4.DIG THE TREE PIT AT LEAST TWO FOOT WIDER THAN THE ROOT BALL
AND AT LEAST SIX INCHES DEEPER THAN THE BALL VERTICAL
DIMENSION.
5.ESPECIALLY IN AREAS WHERE CONSTRUCTION ACTIVITY HAS
COMPACTED THE SOIL, THE BOTTOM OF THE PIT SHOULD BE SCARIFIED
OR LOOSENED WITH A PICK AX OR SHOVEL.
6.AFTER THE PIT IS DUG, OBSERVE SUB-SURFACE DRAINAGE
CONDITIONS. WHERE POOR DRAINAGE EXISTS, THE TREE PIT SHOULD
BE DUG AT LEAST AN ADDITIONAL TWELVE INCHES WIDER AND THE
SOIL AMENDED TO ALLOW ROOTS GROW PROPERLY.
7.BACKFILL SHOULD INCLUDE A PROPER MIX OF SOIL AND FERTILIZER.
ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE
THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS.
8.IMMEDIATELY AFTER IT IS PLANTED, THE TREE SHOULD BE SUPPORTED
WITH STAKES AND STRAPS TO FIRMLY HOLD IT IN PLACE AS ITS ROOT
SYSTEM BEGINS TO DEVELOP. REMOVE STAKES AND TIES AFTER ONE
YEAR.
9.SPREAD AT LEAST THREE INCHES OF MULCH OVER THE ENTIRE
EXCAVATION IN ORDER TO RETAIN MOISTURE AND KEEP DOWN WEEDS.
AN ADDITIONAL THREE-INCH SAUCER AND MULCH SHOULD BE
PROVIDED TO FORM A BASIN AROUND THE TRUNK OF THE TREE. THIS
SAUCER HELPS CATCH AND RETAIN MOISTURE.
10.CONSCIENTIOUS POST-PLANTING CARE, ESPECIALLY WATERING,
PRUNING AND FERTILIZING, IS A MUST FOR STREET AND PARKING LOT
TREES. PRUNE OFF BROKEN OR DAMAGED BRANCHES.
NOTE:
NOT FOR CONSTRUCTION DRAINAGE DETAILS ID-03N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-03 DRAINAGE DETAILS I.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION DRAINAGE DETAILS IID-04N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\D-04 DRAINAGE DETAILS II.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
6"
36"
6"
3"6"
6"
36"
2'-0"2'-0"2'-0"2'-0"
6"
6"
Height
Varies
2'-0"
6"
2'-0"
6"
36"36"
GENERAL NOTES:
15' Depth.
Depth.
Grade 60
1.
4.
3.
2.
6.
5.
Any Modification to Box May
Nullify H-20 Loading Ability.
Concrete: 28 Day Compressive
Strength f'e = 4,000 psi
Meets N.C.D.O.T Approval to 10'
840.32, 840.41.
Riser Height
0'-8"
1'-4"
2'-8"
Lifting Holes (4 each)
Standards: 840.01, 840.02, 840.04,
Solid Boxes meet H-20 Loading to
Precast Boxes Approved for N.C.D.O.T.
840.26, 840.27, 840.28, 840.31,
840.15, 840.17, 840.18, 840.19,
840.05, 840.11, 840.12, 840.14,
Steel Reinforcement: ASTM A-615,
Note: Solid Base Section Aavailable
with Cast or Cored Openings.
Solid Top and Access Opening as Required
PERMANENT SOIL
REINFORCEMENT MATTING
(PSRM). PSRM SHALL BE SEEDED
WITH BERMUDA GRASS AT
INSTALLATION.
PIPE OR
DITCH FLOW
INFLOW
SQUARE PREFORMED
SCOUR HOLE (PFSH)
(RIPRAP IN BASIN NOT
SHOWN FOR CLARITY)
5%
MAX
5' MIN.
FIL
L

S
L
O
P
E
INFLOW
LINER: CLASS B RIPRAP WITH
TYPE 2 NCDOT FILTER
FABRIC
2:1 2:1
PIPE FLOW (IF
APPLICABLE)
DEPTH OF SCOUR HOLE
(1' MIN. - 3' MAX.)
X ELEV B
ELEV A
PSRM
INSTALL LEVEL AND FLUSH WITH
NATURAL GROUND
NATURAL
GROUND
MIN. 1' TUCK
PLAN
SECTION
PREFORMED SCOUR HOLE TABLE
SCOUR HOLE
NUMBER PIPE OR CHANNEL FLOW BASE WIDTH,
X (FT)
ELEVATION,
A (FT)
ELEVATION,
B (FT)
1 PIPE 12 307 305
SCALE:
2
D-04
PREFORMED SCOUR HOLE
N.T.S
SCALE:
1
D-04
OLDCASTLE 24"x24" BOX
N.T.S
TP TP
CONSTRUCTION ENTRANCE/EXIT
SILT FENCE OUTLET
TEMP. SEED/MULCH/PERM. SEED
SILT FENCE
TREE PROTECTION FENCE
OUTLET PROTECTION
TS M
PS
TDD DIVERSION DITCH
ROCK CHECK DAM
INLET PROTECTION
SEDIMENT BASIN
STOCKPILE
DISTURBANCE LIMITS
COIR WATTLE
35
36
37
38
3940
41
4217
28
29
30 31
32
33
34
43
57
46
47
48
49
50
51
52
53
54
55
56
44
45
19
59
16
60
61
62
101
102
64
66
67
68
69
65
70
71
72
75
106
107
108
109
29
30
31
32 102
105
106
16
17
57
101
28
1943
34
59
72
60
55
61
79
N 01°10'01"E 1153.99' TOTALS 87°14'18"E 222.83'
S 87°20'28"E 473.94'
S 87°14'44"E 234.50'
S 87°18'03"E 382.31'
S
4
5
°
4
7
'
4
4
"
E

1
8
2
.
9
9
'S 43°44'22"W 510.85'
N
5
5
°
1
4
'
1
5
"
W

3
4
8
.
6
3
'
L1
L2L3L4L5
L
9L10
L1
1
L1
2
L14
197.94'166.09'117.13''165.93'137.03'L
1
5
L1
6
110BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
574
575
78
79
81
306
307
308
309 310LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
315
32
0
311
312
313
314
316
317
318
319
319318316
317
318
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
TDD
TDD
TDD
TDD
TDD
TDD
TDD
TDDTDDTDDTDDTDD TDDTDDTDDTDDTDDTDDTDDTDDTDDTD
D
TD
D
TD
D
TD
D
TD
D
TD
D
TDDTDDTDDTDDTDDTDDTDDTDDTDDTDDTDD
TDD
TDD
320
319
318319319
318
317
316
305
310
310
305
310
315 305305
313
313
308
310147 148 149144145146
127
128
150
151
140
132
139
131
138
130
137
129136
126
135 125134
141
133
86
94
87
95
88
89
90
91
84
92
85
93
83
155
154
153
82
152
159
158
157
156
108
116
124
109
117
110
118
111
119
104
112
120
105
113
121
106
114
122
107
115
123
96
103
97
98
99
100
101
102
27
26 25 24
23
20
12
4
19
11
3
18
10
2
17
9
1
16
8
15
7
22
14
6
21
13
5
49
57
50
51
52
45
53
46
54
47
55
48
56
65
73
81
58 66
74
59
67
75
60
68
76
61
69
77
62
70
78
63
71
79
64
72
80
35
43
28
36
44
29
37
30
38
31
39
32
40
33
41
34
42
143142
XXXXXXXXXXX X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
XXXN 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-01 EROSION CONTROL PLAN.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION EROSION CONTROL PLANEC-01
LEGEND:
1.THE TEMPORARY DIVERSION DITCHES, SILT FENCE, AND LIMITS
OF DISTURBANCE SHOWN ON THIS PLAN ARE GRAPHICAL
REPRESENTATION OF THE ACTUAL EROSION CONTROL
MEASURES THAT SHALL BE INSTALLED UNDER THIS PROJECT.
DUE TO SCALE OF THIS DRAWING, THESE MEASURES ARE
GRAPHICALLY DEPICTED AND MAY BE BEYOND WHERE THEY
ACTUALLY WILL BE INSTALLED IN THE FILED.
2.TOTAL DISTURBED AREA = 6.9 AC.
3.REFER TO DETAIL SHEETS FOR CONSTRUCTION SEQUENCE,
EROSION CONTROL NARRATIVE, MAINTENANCE NOTES,
STABILIZATION INSTRUCTIONS & EROSION CONTROL DETAILS.
4.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CURRENT TOWN OF ANGIER AND NCDEQ STANDARDS AND
REGULATIONS.
5.THERE SHALL BE NO DISTURBANCE OUTSIDE THE LIMITS
SHOWN ON THIS PLAN WITHOUT AN APPROVED PLAN
AMENDMENT BY NCDEQ.
6.ALL DISTURBED AREAS SHALL BE SEEDED PER STABILIZATION
TABLE.
7.CONTRACTOR IS RESPONSIBLE FOR MAINTAINING
SELF-INSPECTION LOG.
NOTES:
TEMPORARY DIVERSION DITCH SCHEDULE
DITCH
DESIGNATION
DRAINAGE
AREA (AC)
RUNOFF
COEFFICIENT Q10 (CFS)AVG.
SLOPE (%)
FLOW
DEPTH (FT)
VELOCITY
(FPS)SHAPE GEOMETRY (FT)LINING MATERIAL
A 1.26 0.50 4.56 1.0%0.45 2.45 TRAPEZOIDAL b=2', d=18", m=2:1 STRAW w/ NET
B 3.54 0.50 12.77 2.5%0.79 4.54 TRAPEZOIDAL b=2', d=18", m=2:1 STRAW w/ NET
MINIMUM DIMENSIONS (WxLxD) = 67'x134'x2.0'
VOLUME REQUIRED = 10,179 CF
VOLUME PROVIDED = 17,956 CF
SURFACE AREA REQUIRED = 8,880 SF
SURFACE AREA PROVIDED = 9,950 SF
TOP OF BASIN ELEVATION = 310.00
SURFACE AREA ELEVATION = 308.00
BOTTOM OF BASIN ELEVATION = 306.00
CLEANOUT ELEVATION = 307.00
EMERGENCY SPILLWAY LENGTH = 25'
EMERGENCY SPILLWAY ELEVATION = 308.50
SKIMMER SIZE = 2.5 INCH, 2 INCH ORIFICE
DEWATERING TIME = 4.26 DAYS
SKIMMER SEDIMENT BASIN
7 daysPerimeter dikes, swales, ditches and slopes
SITE AREA DESCRIPTION STABILIZATION
NPDES STABILIZATION TABLE
TIMEFRAME EXCEPTIONS
7 days
14 days
NoneHigh Quality Water (HQW) Zones
Slopes steeper than 3:1 If slopes are 10' or less in length and are not
steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter 7 days for slopes greater than 50' in length
7 days
All other areas with slopes fatter than 4:1 14 days None, except for perimeters and HQW Zones
None
TDD-B
TDD-A
CONSTRUCTION
ENTRANCE
ROCK CHECK
DAM
CONNECT
SKIMMER TO
SCM RISER
SILT FENCE
OUTLET
SILT
FENCE
COIR
WATTLE
LIMITS OF
DISTURBANCE
BAFFLES
(TYP.)
www.ncocc.org
BEFORE YOU DIG,
CALL
NORTH CAROLINA
ONE CALL CENTER
25' EMERGENCY
SPILLWAY
CONSTRUCT SEDIMENT BASIN
TO POND PERM. POOL
ELEVATION (ELEV. 308) WITH
SIMIILAR SHAPE AS SHOWN.
SEDIMENT BASIN DEPTH=2' MIN.
CONVERT TO SCM WET POND
AFTER SITE IS STABILIZED.
INLET
PROTECTION
N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-02 EROSION CONTROL DETAILS I.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IEC-02
MAINTENANCE/INSPECTION PROCEDURES
THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
·ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE
SUPERINTENDENT, DAILY AND WITHIN 24 HOURS OF EVERY RAINFALL EVENT.
·SILT FENCE & FABRIC INLET PROTECTION: INSPECT FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND TO SEE THAT
THE FENCE POSTS ARE FIRMLY IN THE GROUND. BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.
·DIVERSION DIKES/SWALES: INSPECT AND ANY BREACHES PROMPTLY REPAIRED. SEDIMENT SHALL BE REMOVED FROM THE FLOW AREA IMMEDIATELY AFTER EACH RAINFALL
·TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOP-DRESSING WITH 2-3" STONE. AFTER A RAINFALL, IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED
ONTO ROADWAYS.
·SEDIMENT BASIN: INSPECT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT
CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. REPAIR BAFFLES AND SKIMMERS AS NEEDED.
·INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT.  CLEAR THE MESH WIRE OF ANY
DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL. REPLACE STONE AS NEEDED. 
·SEEDING, FERTILIZING, AND MULCHING: INSPECT SEEDED AREAS FOR FAILURE AND NECESSARY REPAIRS AND RE-SEEDING SHALL BE MADE WITHIN THE SAME SEASON.
TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH.
·MAINTAIN THE ON-SITE RAIN GAUGE & DATA AND STORMWATER INSPECTION LOG SHEETS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL NCDEQ HAS
CLOSED THE PROJECT & SURETY HAS BEEN RELEASED.
·THE CONTACT PERSON IS REQUIRED TO MAINTAIN A LOG OF SELF-INSPECTIONS PER REQUIREMENTS AS OUTLINED IN NCG01000 PERMIT. THE REPORTS WILL BE KEPT ON SITE
DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS,
OR STORMWATER MANAGEMENT PLANS. THIS PERMIT INFORMATION MUST BE COLLECTED AND MAINTAINED UNTIL NCDEQ HAS CLOSED THE PROJECT.
·THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT
THE INSPECTION AND MAINTENANCE REPORT.
·PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT: THEY WILL BE TRAINED IN ALL
THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER.
·GROUND STABILIZATION: SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND-DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
A.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY.
B.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS POSSIBLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND-DISTURBING ACTIVITY
DUST CONTROL
VEGETATIVE COVER
FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION
PROVIDES THE MOST PRACTICAL METHOD OF DUST CONTROL.
MULCH
WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS
OF CONTROLLING DUST.
MAINTENANCE
MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER
PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.
1.THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND
SEDIMENT CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
CONDITIONS AND STATE WATER QUALITY STANDARDS.
2.TOTAL DISTURBANCE LIMITS = 6.9 ACRES.
3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN IN THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION CONTROL LAW & IS SUBJECT TO A FINE.
4.GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE THE NORTH CAROLINA SEDIMENTATION CONTROL LAW AND IS
SUBJECT TO A FINE.
5.ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH ALL NCDEQ STANDARDS AND SPECIFICATIONS.
8.CONSTRUCTION ENTRANCES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT. A MINIMUM OF ONE CONSTRUCTION ENTRANCE SHALL BE
INSTALLED AND UTILIZED. THIS ENTRANCE SHALL BE BETWEEN THE LIMITS OF DISTURBANCE AND ANY ROAD RIGHT OF WAY.
9.ADJACENT PROPERTIES AND RIGHT-OF-WAY SHALL BE KEPT FREE OF MUD AND/OR SEDIMENT-LADEN RUNOFF.
10.THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN ARE RECOMMENDED AS A MINIMUM IN ORDER TO CONTROL RUN-OFF. IT IS POSSIBLE THAT MORE STRINGENT
MEASURES MAY BE NEEDED AS DETERMINED BY THE CONTRACTOR, PROJECT ENGINEER, AND/OR EROSION CONTROL INSPECTOR. IF IT IS DETERMINED THAT
ADDITIONAL RUN-OFF CONTROL IS NEEDED, SUCH MEASURES SHALL BE INSTALLED IMMEDIATELY.
11.SHOULD MAINTENANCE ISSUES ARISE, PLEASE CONTACT SHERI MEDLIN AT [phone].
12.CONTRACTOR SHALL LOCATE AND VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK.
EROSION CONTROL NOTES
STRUCTURAL PRACTICES
1.SILT FENCE (SEDIMENT FENCE): SILT FENCE CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION. SILT FENCES SHALL BE PROVIDED WHERE
SHOWN AND AS NEEDED ON THE SITE PLAN. THESE BARRIERS SHALL BE USED TO CONTAIN SEDIMENT.
2.SILT FENCE OUTLET: GRAVEL SILT FENCE OUTLETS SHALL BE PROVIDED WHERE SHOWN AND AS NEEDED ON THE SITE PLAN. THESE OUTLETS SHALL BE LOCATED AT ALL
LOW POINTS IN A RUN OF SILT FENCE AND USED TO DISCHARGE "CLEAN WATER" OFF-SITE.
3.DIVERSION DITCHES: USE DIVERSION DITCHES TO CONVEY SEDIMENT LADEN RUNOFF TO EROSION CONTROL BMPS AS SHOWN ON THE PLANS.
4.CONSTRUCTION ENTRANCE: CONSTRUCTION TRAFFIC SHALL BE LIMITED TO STABILIZED AREAS. AT A MINIMUM, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL
BE PROVIDED AS SHOWN ON THIS DRAWING. VEHICLE WHEELS SHALL BE CLEAN WHEN LEAVING THE SITE TO PREVENT THE TRACKING OF MUD ON PAVED ROADS.
5.ROCK CHECK DAMS: ROCK CHECK DAMS CAN BE USED TO REDUCE EROSION IN A DRAINAGE CHANNEL TO LIMIT EROSION BY REDUCING VELOCITY IN OPEN CHANNELS.
6.SEDIMENT BASINS: SEDIMENT BASINS WITH SKIMMERS AND POROUS BAFFLES ARE USED TO RETAIN SEDIMENT ON THE CONSTRUCTION SITE, AND PREVENT
SEDIMENTATION IN OFF-SITE STREAMS, LAKES, AND DRAINAGE WAYS
7.INLET PROTECTION: HARDWIRE CLOTH AND GRAVEL INLET PROTECTION DEVICES CAN BE USED PREVENT SEDIMENT FROM ENTERING YARD INLETS, GRATED STORM
DRAINS OR DROP INLETS DURING CONSTRUCTION. THIS PRACTICE ALLOWS EARLY USE OF THE STORM DRAIN SYSTEM
SEDIMENT & EROSION CONTROLS
IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND SEDIMENT CONTROLS AS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. IT IS ALSO THE
CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT POLLUTED WATER FROM
LEAVING THE PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION CONTROLS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN AND ADD ADDITIONAL CONTROL
MEASURES, AS REQUIRED, TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS. ALL VEGETATIVE AND STRUCTURAL
EROSION AND SEDIMENT CONTROL PRACTICES BE TO THE STANDARDS OF THE NC DEPT. OF ENVIRONMENTAL MANAGEMENT - LAND QUALITY SECTION.
VEGETATIVE PRACTICES
1.TEMPORARY SEEDING: DISTURBED AREAS THAT ARE NOT ANTICIPATED TO BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 7 OR 14 CALENDAR DAYS MUST
RECEIVE TEMPORARY SEEDING (SEE NPDES TABLE). A QUICK GROWING GRASS SPECIES, WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS
PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING, SHOULD BE USED. TEMPORARY SEEDING SHALL BE PER NCDEQ REQUIREMENTS.
2.TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF
REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
3.TEMPORARY REGRASSING: IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75 PERCENT GOOD GRASS COVER,
THE AREA WILL BE REWORKED AND ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED VEGETATIVE COVER. RESEED AND MULCH BARE SPOTS LARGER
THAN 9 SQUARE FEET.
4.PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. PERMANENT SEEDING SHALL BE PER NCDEQ
REQUIREMENTS. IF GROWTH IS NOT ESTABLISHED BY FINAL PROJECT INSPECTION, CONTINUE SPECIFIED ATTENTION UNTIL THE STAND OF GRASS IS ACCEPTABLE.
MANAGEMENT STRATEGIES
1.STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY
ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. PER NCDWQ CONSTRUCTION GENERAL PERMIT REVISED AUGUST 4, 2011 ALL EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO OTHER REASONABLE ALTERNATIVE IS AVAILABLE.
2.RIP-RAP OUTLET PROTECTION: ALL RIP-RAP SHALL BE INSTALLED WITH FILTER FABRIC BENEATH.
3.SOIL DISPOSAL: DISPOSE OF ALL STOCKPILED MATERIAL TO AN APPROVED PERMITTED NCDEQ DISPOSAL SITE.
4.DEWATERING: ALL TRENCH/PIT DEWATERING MUST DISCHARGE TO AN APPROVED S&EC MEASURE OR SILT SACK PRIOR TO LEAVING THE SITE.
5.PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES.
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
THE PURPOSE OF THIS PROJECT IS TO CLEAR & GRUB AND PERFORM GRADING OPERATIONS ASSOCIATED WITH A SURFACE SELF-STORAGE FACILITY. THE PROPERTY IS
PRIVATELY OWNED. SEE OWNER INFORMATION ON EXISTING CONDITIONS PLAN. THE SITE IS CURRENTLY UNDEVELOPED.
APPROXIMATELY 6.9 ACRES WILL BE DISTURBED DURING CONSTRUCTION. THE MAXIMUM FILL WILL BE APPROX. 2 FEET AND THE MAXIMUM CUT WILL BE APPROX. 6 FEET. THIS
PROJECT WILL INVOLVE REMOVAL OF TOPSOIL AND GRADING TO PREPARE THE SITE FOR THE SELF-STORAGE USE. A DITCH SYSTEM WILL BE INSTALLED TO CONVEY
STORMWATER TO PERMANENT STORMWATER MANAGEMENT AREAS.
THE PROJECT IS SCHEDULED TO BEGIN CONSTRUCTION IN SUMMER 2020 WITH PROJECT COMPLETION AND FINAL STABILIZATION BY FALL 2020. THE EROSION AND SEDIMENT
CONTROL PROGRAM FOR THIS PROJECT WILL INCLUDE THE INSTALLATION OF A SUITABLE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCING, SILT FENCE OUTLETS,
DIVERSION DITCHES, INLET PROTECTION MEASURES AND A SEDIMENT BASIN.
ADJACENT PROPERTY
ADJACENT PROPERTY OWNERS ARE NOTED ON THE EXISTING CONDITIONS PLAN.
NATIVE SOILS
THE SOILS AT THIS SITE ARE PREDOMINATELY FUQUAY LOAMY SANDS. SOILS ARE MOSTLY WELL DRAINED WITH Ksat THAT IS MODERATELY HIGH. SLOPES ARE LARGELY
BETWEEN 0 AND 6%.
1.OBTAIN A LAND-DISTURBING PERMIT FROM NCDEQ.
2.SCHEDULE A PRECONSTRUCTION CONFERENCE WITH NCDEQ AT LEAST ONE WEEK PRIOR TO START OF LAND DISTURBANCE.
3.CLEAR THE AREA NEEDED TO CONSTRUCT THE PROPOSED CONSTRUCTION ENTRANCE.
4.CONSTRUCT THE ENTRANCE AS SHOWN ON THE PLANS. MAINTAIN THE CONSTRUCTION ENTRANCE DAILY TO ENSURE THAT MUD AND SILT WILL NOT BE TRACKED ONTO
THE PAVED SURFACE. IF MUD IS TRACKED ONTO THE SURFACE, IT IS TO BE REMOVED IMMEDIATELY.
5.CLEAR THE AREA NEEDED TO CONSTRUCT THE REMAINDER OF PERIMETER EROSION CONTROL MEASURES INCLUDING SILT FENCE, ROCKS CHECK DAMS, TEMPORARY
DIVERSIONS, SEDIMENT BASIN, AND OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. INSTALL PROPOSED DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND
BASINS IMMEDIATELY AFTER CONSTRUCTION.
6.CLEAR AND INSTALL THE SEDIMENT RISER BASINS AND SKIMMER SEDIMENT BASINS. INSTALL COIR MESH BAFFLES, SKIMMER DEVICES, AND OTHER FEATURES AND
STABILIZE IMMEDIATELY AFTER CONSTRUCTION. THE PERMANENT RISER STRUCTURES FOR THE FUTURE WET DETENTION BASINS SHALL BE INSTALLED AT THIS TIME.
7.CALL NCDEQ FOR AN ONSITE INSPECTION BY THE ONSITE INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE.
8.BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
9.ROUGH GRADE THE SITE.
10.INSTALL STORM SEWER, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS (AS NEEDED), SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS
SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
11.CONTINUE WITH MASS GRADING AND FINE GRADING.
12.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND MULCH DENUDED AREAS WITHIN 7 OR 14
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION.
13.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL NCDEQ ON SITE INSPECTOR.
14.IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL
REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED. EXISTING STORM DRAINAGE SYSTEM SHALL BE
CLEANED OF ANY SEDIMENT.
15.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE ONSITE INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION.
16.SUBMIT NOTICE OF TERMINATION TO NCDEQ.
·INSPECTOR REFERS TO NORTH CAROLINA LAND QUALITY INSPECTOR OR HIS REPRESENTATIVE, FIELD INSPECTIONS MAY REQUIRE ADDITIONAL SEDIMENTATION AND
EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE INSPECTOR.
·CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE STANDARDS SET FORTH IN THE NORTH CAROLINA DEPARTMENT OF
NATURAL RESOURCES LAND QUALITY SECTION: EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
·THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL MEASURES DURING CONSTRUCTION AND THE OWNER IS RESPONSIBLE FOR ALL
PERMANENT EROSION CONTROL METHODS AFTER CONSTRUCTION IS COMPLETE, IF ANY PERMANENT METHODS ARE REQUIRED.
CONSTRUCTION SEQUENCE:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF-INSPECTION REPORTS AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION
REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO
THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE RALEIGH REGIONAL OFFICE AT [phone].
NOTIFICATION OF COMBINED SELF-MONITORING AND SELF-INSPECTION FORM:
N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-03 EROSION CONTROL DETAILS II.DWGPLOTTED: 4/24/2020 3:55 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IIEC-03
SCALE:
1
EC-03
INLET PROTECTION
NTS
STANDARD METAL POSTS 2' IN GROUND
GALVANIZED HARDWARE
WIRE EXTENDS TO TOP OF BOX
#57 WASHED STONE PLACED TO A
HEIGHT OF 12"-18" MIN. ABOVE TOP OF BOX.
BURY BOTTOM
OF PLYWOOD
UPSTREAM END OF
STORM DRAIN OVERFLOW
1/3 PIPE DIAMETER
3
4" EXTERIOR PLYWOOD
STEEL FENCE
POST (TYP.)
UPSTREAM END OF STORM DRAIN
OVERFLOW
1/3 PIPE DIAMETER
HARDWARE CLOTH
WASHED STONE
FILTER
ACROSS PIPE
INLET
SCALE:
2
EC-03
TEMPORARY DIVERSION DITCH
NTS
SCALE:
3
EC-03
PIPE INLET PROTECTOIN
NTS
SEEDBED PREPARATION:
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3.REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE MIXTURE).
5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON,IF POSSIBLE. IF STAND
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
SCALE:
5
EC-03
COIR FIBER WATTLE DETAIL
NTS
MIXTURE
AGRICULTURAL LIMESTONE..........................2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER................................................1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE....................................500 LBS/ACRE - 20% ANALYSIS
MULCH....................................................2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR..................................................ASPHALT EMULSION AT 300 GALS/ACRE
SEEDING SCHEDULE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 - MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS/ACRE
APR 15-JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
JUL 1- AUG 15 TALL FESCUE AND BROWNTOP 125 LBS/ACRE (TALL FESCUE); 35 LBS/ACRE
MILLET OR SORGHUM-SUDAN (BROWNTOP MILLET); 30 LBS/ACRE
HYBRIDS*** (SORGHUM-SUDAN HYBRIDS)
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE TYPE PLANTING RATE
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE (SERICEA LESPEDEZA);
AND USE THE FOLLOWING
COMBINATIONS:
MAR 1 - APR 15 ADD TALL FESCUE 120 LBS/ACRE
MAR 1 - JUN 30 OR ADD WEEPING LOVE GRASS 10 LBS/ACRE
MAR 1 - JUN 30 OR ADD HULLED COMMON 25 LBS/ACRE
BERMUDAGRASS
JUN 1 - SEPT 1 TALL FESCUE AND BROWNTOP 120 LBS/ACRE (TALL FESCUE);
MULLET OR SORGHUM-SUDAN 35 LBS/ACRE (BROWNTOP MULLET);
HYBRIDS*** 30 LBS/ACRE (SORGHUM-SUDAN
HYBRIDS)
SEPT 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED - 70 LBS/ACRE (SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE 120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1 AND ABRUZZI RYE 25 LBS/ACRE
CONSULT S&EC ENVIRONMENTAL ENGINEERS FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
SCALE:
4
EC-03
SEEDING SCHEDULE
NTS
SCALE:
6
EC-03
RIP-RAP OUTLET PROTECTION
NTS
N.T.S.DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-04 EROSION CONTROL DETAILS III.DWGPLOTTED: 4/24/2020 3:56 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IIIEC-04
SCALE:
1
EC-04
SKIMMER SEDIMENT BASIN
NTS
·
·
·
·
·
·
’
-
“
”
-
-
®
SCALE:
2
EC-04
POROUS BAFFLE
NTS
SCALE:
3
EC-04
DEWATERING SKIMMER
NTS
3' FILTER FABRIC
ON GROUND
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
SILT FENCE
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
4' MIN.
NOTES:
1.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2.REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
SCALE:
4
EC-04
STANDARD CONSTRUCTION ENTRANCE
NTS
SCALE:
5
EC-04
STANDARD TEMPORARY SILT FENCE
NTS
SCALE:
6
EC-04
STANDARD SILT FENCE OUTLET
NTS
50' MIN.
20'
BURY WIRE FENCE
AND HARDWARE
CLOTH
DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\EC-05 EROSION CONTROL DETAILS IV.DWGPLOTTED: 4/24/2020 3:56 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION N.T.S.NOT FOR CONSTRUCTION EROSION CONTROL DETAILS IVEC-05
75
107
108
109
L1
6
BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
306
307
308
309 310LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
315
32
0
311
312
313
314
316
317
318
319
319318316
317
318
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\SW-01 PRE-DEVELOPMENT DA MAP.DWGPLOTTED: 4/24/2020 3:56 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION PRE-DEVELOPMENT DA MAPSW-01
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER WAKE COUNTY GIS
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION
SHOWN PER WAKE COUNTY GIS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
TIME OF
CONCENTRATION
PATH
DRAINAGE AREA #1
AREA = 5.31 AC
CN = 67
Tc = 15.50 MIN.
EXISTING WOODS LINE DRAINAGE AREA #2
AREA = 0.87 AC
CN = 67
Tc = 15.90 MIN.
DRAINAGE AREA #3
AREA = 3.41 AC
CN = 68
Tc = 17.70 MIN.
TIME OF
CONCENTRATION
PATH
TIME OF
CONCENTRATION
PATH
POA #1
POA #2
POA #3
35
36
37
38
3940
41
4217
28
29
30 31
32
33
34
43
57
46
47
48
49
50
51
52
53
54
55
56
44
45
19
59
16
60
61
62
101
102
64
66
67
68
69
65
70
71
72
75
106
107
108
109
29
30
31
32 102
105
106
16
17
57
101
28
1943
34
59
72
60
55
61
79
N 01°10'01"E 1153.99' TOTALS 87°14'18"E 222.83'
S 87°20'28"E 473.94'
S 87°14'44"E 234.50'
S 87°18'03"E 382.31'
S
4
5
°
4
7
'
4
4
"
E

1
8
2
.
9
9
'S 43°44'22"W 510.85'
N
5
5
°
1
4
'
1
5
"
W

3
4
8
.
6
3
'
L1
L2L3L4L5
L
9L10
L1
1
L1
2
L14
197.94'166.09'117.13''165.93'137.03'L
1
5
L1
6
110BENT AXLE
EIS
EIS
EIS
EIS
EIS
EIS
EIS MAG NAIL
PK NAIL
EIS
EIS
EIS
fom
fom
gas marker
pp
catv
tb
vault
574
575
78
79
81
306
307
308
309 310LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267 PC#
E, SLIDE 105B
LAMCO CUSTOM
BUILDERS LLC
D.B.3549, PG.267
BASED ON HARNETT
CO. GIS
HUGH SURLES
D.B.1107, PG.399
DANIEL A. RIVERA
KATHIA L. RIVERA
D.B.3689, PG.996
M.B.2005, PG.823
HICKMAN AND HICKMAN
ENTERPRISES LLC
D.B.2455, PG.353
M.B.2000, PG.175
JAMES NICHOLSON
LORI NICHOLSON
D.B.3361, PG.774
M.B.2000, PG.175
JOHN JOSEPH LUCAS
SUZANNE LUCAS
D.B.2473, PG.451
M.B.2000, PG.175ROY W. GARDNER
L. GARDNER
D.B.814, PG.991
N.C. GRID COORDINATES
NAD 83 (2011)
N - 635,936.223
E - 2,072,604.724
315
32
0
311
312
313
314
316
317
318
319
319318316
317
318
N.C. HIGHWAY 210 N.60' PU
B
LI
C
R/
W
147 148 149144145146
127
128
150
151
140
132
139
131
138
130
137
129136
126
135 125134
141
133
86
94
87
95
88
89
90
91
84
92
85
93
83
155
154
153
82
152
159
158
157
156
108
116
124
109
117
110
118
111
119
104
112
120
105
113
121
106
114
122
107
115
123
96
103
97
98
99
100
101
102
27
26 25 24
23
20
12
4
19
11
3
18
10
2
17
9
1
16
8
15
7
22
14
6
21
13
5
49
57
50
51
52
45
53
46
54
47
55
48
56
65
73
81
58 66
74
59
67
75
60
68
76
61
69
77
62
70
78
63
71
79
64
72
80
35
43
28
36
44
29
37
30
38
31
39
32
40
33
41
34
42
143142
XXXXXXXXXXX X X X X X X X X X X
XXXXXXXXXXXXXXXXXXX
X
X
X
XXX320
319
318319319
318
317
EOP=319.20±
319.50
318.50
316
305
310
310
305
310
315 305305
313
313
308
310N 1" = 40'40'80'
SCALE IN FEET
20'40'
SCALE: 1 IN = 40 FT
SCALE IN FEET
HORIZONTAL
0 DATE: 4/1/2020FILE NO. 2020-010HORZ. SCALE:ORIG. SHEET SIZE:REVISIONSCurryCURRY ENGINEE R S
N O RTH CAROLINAEST.10NC LIC. NO. P-0799Z:\PROJECTS FOLDER-ZEBULON\2020\2020-010 MEDLIN SELF-STORAGE - ANGIER\PLANS\SITE PLAN\SHEET FILES\SW-02 POST-DEVELOPMENT DA MAP.DWGPLOTTED: 4/24/2020 3:56 PMENGINEERING205 S. Fuquay AvenueFuquay-Varina, NC 27526T [phone]F [phone]SEAL 24 x 36MEDLIN SELF-STORAGEPRELIMINARY
DO NOT USE FOR
CONSTRUCTION
NOT FOR CONSTRUCTION POST-DEVELOPMENT DA MAPSW-02
1.PLANIMETRICS & TOPOGRAPHY SHOWN PER WAKE COUNTY GIS
2.SOILS ARE OF HYDROLOGIC GROUP "B" SOILS. SOILS INFORMATION
SHOWN PER WAKE COUNTY GIS.
3.DRAINAGE AREA ONLY INCLUDES ON-SITE DRAINAGE AND OFF-SITE
DRAINAGE THAT IS DRAINS THROUGH PROJECT IN THE PRE & POST
DEVELOPMENT.
GENERAL NOTES:
DRAINAGE AREA #1
=> TO SCM <=
AREA = 8.18 AC
CN = 85
Tc = 5 MIN.
DRAINAGE AREA #1
=> BY-PASS SCM <=
AREA = 0.37 AC
CN = 61
Tc = 5 MIN.
DRAINAGE AREA #2
AREA = 0.27 AC
CN = 75
Tc = 5 MIN.
POA #1
POA #2
POA #3
DRAINAGE AREA #3
AREA = 0.78 AC
CN = 64
Tc = 5 MIN.