SW6100401_APPROVED PLANS_20100726

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE jO0 ZZa
YYYYMMDD

U
TO
RAEFORD
FED -EX GROUND
104 MIDWAY DRIVE
REAFORD, NC, 28376
PROJECT LOCATION: LONGITUDE:-79^T23'W, LATITUDE: 3501'55'N
PROJECT OWNER: FEDSUBO
PROJECT DEVELOPER: BASELINE CONSTRUCTION, INC.
PROPERTY PIN#: 494660DO1077
PROJECT ZONED: I (INDUSTRIAL)
PROPERTY AREA: 8.77 ACRES
PROJECT AREA LIMITS: 2.50 ACRES
DISTURBED AREA:1.75 ACRES
EXISTING IMPERVIOUS SURFACE: 4.40 ACRES (50% OF SITE)
PROPOSED NEW IMPERVIOUS SURFACE: 0.77 ACRES (0.9% OF SITE)
TOTAL IMPERVIOUS SURFACE: 5.17 ACRES (59% OF SITE)
EXISTING PARKING: I" PARKING SPACES (139 STANDARD, 5 HANDICAP)
35 TRACTOR & TRAILER SPACES
PROPOSED NEW PARKING: 7 TRAILER SPACES (PROVIDING 42 TOTAL TRACTOR AND TRAILER SPACES)
REQUIRED YARDS: FRONT YARD: 49
SIDE YARD:16
CORNER LOT SIDE YARD: MY
REAR YARD: 20'
2 VICINITY MAP 3 SITE DATA
L-2 NOT TO SCALE L-2
1. EXISTING CONDITIONS, BOUNDARY, AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PREPARED BY
BENNETT SURVEYS, INC.DATED JULY13, 2000 AND ASBUILT DRAWINGS OF CONSTRUCTION.
2. PROJECT AREA INFORMATION TAKEN FROM SURVEY PREPARED BY BENNY BROWN SURVEYORS DATED FEB.
15, 2010.
3. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON THE GROUND WITHIN
THE PROJECT AREA PRIOR TO BEGINNING WORK.
4. DIMENSIONS ARE TO EDGE OF PAVING, FACE OF BLDG., OR CENTERLINE OF ROAD.
5. ALL PAVEMENT MARKINGS TO BE YELLOW Y-2 PER SPA, DIV. 9-6 OF FEDERAL EXPRESS REQIUREMENTS.
6. CONTRACTOR TO OBTAIN NECESSARY BUILDING AND DRIVEWAY PERMITS PRIOR TO BEGINNING ANY
CONSTRUCTION.
7. SEE ARCHITECTURAL PLANS FOR ALL INFORMATION ON ARCHITECTURAL, WATER, SEWER, AND ELECTRICAL
AND OTHER UTILITY IMPROVEMENTS.
8. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED TO CONSTRUCT NEW SITE FEATURES.
9. CONTRACTOR TO PROVIDE SAMPLE OR CUT SHEETS OF CONCRETE SEGMENTED RETAINING WALL TO
OWNER FOR APPROVAL AND ENGINEERED SHOP DRAWINGS OF CONSTRUCTION INSTALLATION DETAILS.
/"4� SITE NOTES
TO '
FAYETTEVILLE
VARIES, AVG. LENGTH = 85' x AVG. WIDTH = 51Y
6'
+504.75 (TOP OF SPILLWAY DAM)
TOP WIDTH: S MIN.
+503.25(SPILLWAY +504.25 (TOP OF FOREBAY DAM)
WEIR ELEVATION)F1 r— TOP WIDTH: V MIN., 3:1 SIDE SLOPES
3:1 SIDE SLOPES +502.75(FOREBAY WEIR
ELEVATION) WEIR WIDTH: V
r_ +501.25 11
(BOTTOM \-12• THICK LAYER OF CLASS 1 RIP RA
ELEVATION) EXTEND UP SIDES OF WEIR TO TOP
IN -SITU SOIL (DO OF FOREBAY DAM, UNDERLAY WITH
NOT COMPACT) GEO-TEXTILE FILTER FABRIC
INFILTRATION BASIN DETAIL
/,
7 / $
S /
/
ENTIRE BASIN /
TO BE GRASSED DolEXISTING
r—+50325 (FULL LIN ELEVATION) PARKING
a
— +501.25 (BOTTOM ELEVATION)
4" THICK LAYER OF CLEAN SAND
/ +7 /
7Cf
/ Cf d®
/
EXISTI
POTOMOBI
RK NG
CAL
o n EXISTING STORM\ oQl° H cnoN
/ WATER POND `
p n I EXISTING 9&4
4=
ti 98.43'
y I 21' STAND PIPE /
TOP - 490.44r
ONE ♦ • �� _ .. �� • /� ry^
N
� �♦` N @ELECTRCAL
NV. OUT: 8- 1 — — CONNECTION
49110 SIGN — —
NBP2B'46'W 390.88'
O C
' WATER VALVE
(
FIRE HYDRANT
TOP - Somoor
ASSUMED
DATUM
I1111:28.00'
ARC=11l
OVERALL SITE PLAN
SCALE:
NEW GUARDRAIL TO BE STEEL W- BEAM RAIL WITH FLARED
ENDS, MOUNTED ON STEEL POST, OR EQUAL RAIL HEIGHT
TO BE 30'. ALL STEEL AND HARDWARETO BE GALVINIZED.
POST TO BE MOUNTED IN 18" DIA. CONCRETE FOOTINGS,
24" DEEP. GUARDRAIL TO MEET OR EXCEED NCDOT
STANDARD SPECIFICATIONS FOR MATERIALS AND
INSTALLATION. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FOR APPROVAL.
CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
RETAINING WALL CONSTRUCTION
EXISTING
ADMIN.
OFFICE
E10STING 29 TRAILER
PARKING
Ex. CATCH 0
TOP - 500.74
INVERT W - 4
MVERT DOT =
SW2WOB'E 602M
TRA TO \
PAW(WG \
1
NEW IWEE SAINT—�
2 STRIPING lYP / r,
3W-6' LONG GUARD RAIL / 7
EXISTINING�/CONCRETE —
PAVEMENT
EXISTING < \
BUILDING \
2FN7LVWIDE PLANT ��27TPONG GUARD RAIL -
NEW CONCRETE PAVEMENT
REFER 2/0-1
MATCH EXISTING
-
i Pil ]„Y•
t� , .
NEW 4' WIDE PAINT
STRIPING CENTERED
ON DOCK DOOR
(9' APART) DRANSONN\
CONSTRUCTION
JOINT TYP.
NEW TRANSITION —�-
AREA TO MATCH
DIISnNG
Ex. CATCH BASIN -
TOP - 500.68'
INVERT Il 499.38'
/RNVET OUT - 496.3
IN CLEAR AREA 1
BACK OF CURB)
3% MAX GRADE
— — SBr2WOB'W 376.9,e — —
US HIGHWAY 401
9 CONCRETE SIDEWALK
L 4 APPROX. 24 SF, WALK TI
MEET EXISTING PAVING
FLUSH AND SMOOTH
NEW DRAINAGE EASEMENT FOR
INFILTRATION BASIN LEVEL
SPREADER AND VEGETATIVE
FILTER STRIP, SEE GRADING PLAN
CONTRACTOR TO PROVIDE
HANDRAILS ALONG PERIMETER OF
LANDING AND DOWN BOTH SIDES
OF STEPS. PROVIDE SHOP
DRAWINGS OF CONSTRUCTION FOR
APPROVAL. CONSTRUCTION SHALL
COMPLY WITH ALL STATE AND
FEDERAL CODES.
20' REAR
P
PLAN
ANEW SIGN 0 ON POST
NEV SIGN f2
ON FENCE
g ' -70' LONG RETAINING WALL
y 48' LONG GUARD RNL
2
STORM DRAIN PIPE
140 LF OF 15' CORRUGATED PLASTIC
PPE, TYPE S Qw-3.48 CFS,
SL0PE-O.5'X VFL.- 5.011ps //--��
HEAVY DUTY CONCRETES
�L-4
NUMecauer7 PAv4l1 / 7 \ / 2'. '
L-4
OFFICE STEPS
L-2 SCALE: 1/8"=P-V
THE
4 r4�
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
1 2
L-4 L-4
Approved StOrrnwate: Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify crntormRy with the
Plans and specs, and certify compliance with the
stormwater rules. r 15A NCAC 211 10Q5(J))
permitp# 5W_6100�0/ _ DatewZj'co
N iVislcn of Wale Q Itv
Shee i�''D
ii l -
1
MASONARY CONSTRUCTION OF 2
STOOP TO MATCH PROPOSED
BUILDING FOUNDATION. FILL AND
COMPACT AND POUR 4' THICK
CONCRETE PAD FOR FINISH
SURFACE. STEPS SHALL BE 1Y
TREADS AND 6- RISERS,
CAST -IN -PLACE CONCRETE.
PROVIDE SHOP RAWINGS OF
CONSTRUCTION DETAILS.
O �
/p O
4�?S
ENLARGEMENT
FADNORS A Wliff L aYaM 311111104
Fe OIGD Filhr KrA.
Ooo" Ti vA 151
Ground 412/ -7001111
Feltz, Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (#218)
HOKE COUNTY, NORTH CAROLINA
OWNER
FEDSUBO, LLC
910 Autumn Ridge Court
Mt Airy, Maryland, 21771
OWNER'S AGENT/ DEVELOPER
BASELINE
CONSTRUCTION,
INC.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #:[phone]
Attn. Mr. Gavin Melia
60 O 25 5D - NOD
SCALE 1' = 5U'-(r
DRAFTING HISTORY
WORK DRAFTER DATE
80% Review Plan
WLS
3-5-2010
1000%CD
WI.S
3-16-2010
REVISIONS
DWO and LQS cormnerds
WI.S
4-5.2010
REVISIONS
new ruin "-w
WLS
7-21-2010
The recipient of this data is prohibited from Laing
any design or drawing information orginally
designed without the express written consent of
The Hayter Firm contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
L-2
SITE PLAN
PROJECT THE XXIx-YR
DRAWING PATH
TITHFlGeneraBGatewayDrive-Ron MyersXconcept
plan.dwg
�T !. T � � rl �.

FED -EX GROUND
104 MIDWAY DRIVE
REAFORD,NC,28376
U
a
SITE
US401
TO
RAEFORD
K TOY
Z FAET111I
1. EXISTING CONDITIONS, BOUNDARY, AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PREPARED BY: BENNETT SURVEYS, INC. /
DATED JULY 13, 2000, ASBUILT DRAWINGS OF ORIGINAL PROJECT AND NEW TOPOGRAPHIC SURVEY OF PROJECT AREA PREPARED BY INFILMMN
BENNY BROWN SURVEYORS, DATED FEB. 15, 2010 / �^^ L52
2. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON THE GROUND WITHIN THE PROJECT AREA PRIOR
TO BEGINNING WORK.
3. TOTAL DISTURBED AREA: 1.75 ACRES
4. CONTRACTOR TO OBTAIN NECESSARY BUILDING AND DRIVEWAY PERMITS PRIOR TO BEGINNING ANY CONSTRUCTION.
5. SEE ARCHITECTURAL PLANS FOR ALL INFORMATION ON ARCHITECTURAL, WATER, SEWER, AND ELECTRICAL IMPROVEMENTS. % i ,/ t9B&MI OWSTRUCTION 13 ; tt
6. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED TO CONSTRUCT ALL SITE FEATURES. /4) & I t\ ENTRANCE L-4 I /
7.MAXIMUM CROSS SLOPE ON SIDEWALKS TO BE 2.0%.
8. STOCKPILE ANY TOPSOIL FROM GRADING ACTIVITIES ON SITE AND USE IN FINISH GRADING OF LANDSCAPED AREAS. SILT FENCE 7\ � 4P
9. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. NEW PAVING SAHLL MEET EXISTING PAVING IN A FLUSH AND SMOOTH MANNER
FINISH FLOOR ELEVATION OF NEW BUILDING ADDITIONS SHALL MATCH EXISTING BUILDING FINISH FLOOR ELEVATIONS. / / 17 i
10. ALL DISTURBED AREAS NOT COVERED WITH PAVING AND BUILDING FOOTPRINT SHALL RECEIVE PERMANENT GRASSING, MULCH OR / / 1 ` i It TEMPORARILY REMOVE SECTION of I SECURITY \\\ \ DASHED LINE N
OTHER GROUNDCOVER AS NOTED ON PLAN. / / / / / FENCE FOR CONSTRUCTION A�-� FEEREPRESENTS FULL
11. THE.SITE DOES NOTHAVE ANY WETLANDS WITHIN PROPERTY BOUNDARY, PER SURVEY INFORMATION. i /' / / ' ; 1P0N 00MP1�0N, °F I ' iUAM ELEV. 50125` /
D12. ALL NEW STORM DRAIN PIPING TO BE SMOOTH CORE CORRUGATED PLASTIC PIPE UNLESS NOTED OTHERWISE.
13.CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL: GAVIN MELIA, BASELINE CONSTRUCTION, INC, 910-6953694. / / / ' SBM'W C eo2.oR
14. RECEIVING BODY OF WATER- PUPPY CREEK, STREAM CLASS C, STREAM INDEX #, 1831-19. ..�._... _:_____ _.._. _._� ` _
-/ .ram X X-x r r� _7••. --- - : -2e4Yt
15. ANY SOIL HAULED FROM SITE SHALL BE DEPOSITED INAPPROPRIATE LANDFILL FOR SOIL FILL. -- -'�y-=__=_---- --; -----
/ ..1 L r-Lr Y"- - ; Mx / 4'`•-�`` ° I VFIIETA7INE FLLTER SRRP '
2 VICINITY MAP 3 GRADING NOTES / , , ` ®•.. / ~4`
� ' ' '-. t . SRz�9
L-g xoTToscnLs / /! ` / / -- ---
TRACTOR L-1NO r6 P LENGTH,
I FEET \ /
TEMPORARY SEEDING PERMANENT SEEDING / // aq i' / //// PARING TMEMER�50 2SPILLAY.'
SEEDING MIXTURE: /
COMMON BERMUDA SEED 2 LB./1000 SF / (
SPECIES RATE:
WINTER RYE (GRAIN) 200 LB/AC. SEEDING DATES:
GERMAN MILLET 120 LB/AC. COMMON BERMUDA: MAR. 1 - NOV. 1
SEEDING DATES:
WINTER RYE (GRAIN): SEPT. 1 - MAR 1 SOIL AMENDMENTS: COMMON BERMUDA
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY / 7 ' \ 2 /
GERMAN MILLET: MAR 1 - SEPT. 1 3000 LB/AC. GROUND AGRICULTURAL LIMESTONE
SOIL AMENDMENTS: AND875 LBIAC. 10.10-10 FERTILIZER. ADD 25-50 LBS/ACRE i � / � � � � / �•�
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY NITROGEN AT 23 WEEK INTERVALS THROUGH MIDSUMMER \ /
2000 LB/AC. GROUND AGRICULTURAL LIMESTONE MULCH: / 1 �� . ADMIN.
/
AND 750 LB/AC. 10-10-10 FERTILIZER. STRAW MULCH / I �� ADMIN.
MULCH: / / t �h OFFICE EXISTING 2P<
APPLY 4000 LB/AC. STRAW. ANCHOR STRAW BY TACKING MAINTENANCE: /V ��t• • 6 BUILDING ley
�Q \
SUPPLEMENT RAINFALL WITH WATER AS NEEDED TO COMPLY WITH ONE INCH o FFE: 506.00
WITH NON -ASPHALTIC TACKIFIER, NETTING, QRA MULCH Q- . •�\ �
ANCHORING TOOL A DISK WITH BLADES TURNED NEARLY OF WATER PER WEEK MINIMUM AND MOW TO 314"TO 1" HEIGHT..,�•.
STRAIGHT CAN BE USED AS AN ANCHORING TOOL. TOPDRESS WITH 40 Ibst ACRE NITROGEN IN APR., 50lbS / I s ' „ham• t 1I,\ INLET SEDIMENT TRAP
0 y
IN JUNE, 30 lbs IN JULY, AND 2530Ibs IN AUG. I L� PROVIDE AT EKSRNG CATCH81SM f
MAINTENANCE: - DURING DEMOLITION AND RELOCATE ; f
REFERTILIZE IF GROWTH IS NOT ADEQUATE. RESEED, TO EDGE OF TRENCH
DUN DURING A, t
•• CONSTRUCTION TO KEEP SEDIMENT V/
EROSIO OR AND MULCH IMMEDIATELY FOLLOWING / I �' 0 OUT OF STORM WATER PIPING SYSTEM 9
EROSION OR OTHER DAMAGE r I DaSTING ~
o4� �N � QQ1DOLLY
• 1
NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL / yj �\ PARKING • • r vNq s
AREAS EXPOSED GREATER THAN ONE WEEK AND / !/ ` �• it
SUBJECT TO FURTHER DISTURBANCE.
4 TEMPORARY AND PERMENENT SEEDING SCHEDULE / ;' , , PARKING
t
NEW LOADMIC DOCK AND
SEEDBED PREPARATION NOTES: / Q % /� ¢ d \ \ \ TRANSITION rO �� • • /
EXISTING SLOPES OF
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. / t\ % �_ ¢ \ ��� DOCKAND
2. AREAS TO BE SEEDED SHALL BE RIPPED TO 4" DEPTH AND SPREAD WITH AVAILABLE TOPSOIL 4 DEEP. / \ ���
TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4-6" DEEP. \\Q / ! \ �X�\ /
3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT S / \ \ \ Off\ Ex. CATCH BASINj q THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR Q ^ I// TOP = 5oosa
FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND INVERT IN- 49Q39 "f
UNIFORM. / I / >\ ` / ® QQ\ VET OUT - 49&3,V
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SCHEDULE. IN ADDITION
PROVIDE 650 LBIAC. OF SUPER PHOSPHATE (0-20-0).
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT. / / / i \ EI. CA
6. LIME AND FERTILIZER SHALLBE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING SEEDBED / I ( EAST] TOP - SM74'
INVERT IN - 497. -
PREPARATION. A / AUTOMOBI T OUT - �• ! t
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR RKING / i' It f
GULTIPACK AFTER SEEOING.SEED ACCORDING TO SEEDING SCHEDULE. - / / - 24 Epp i :•t �i
S. MULCH ACCORDING TO SEEDING SCHEDULE.
9. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE SEEDING SCHEDULE. MAKE / //
NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED
AREAS SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING I i �' \ \ - V
REQUIREMENTS. EXISTING STORM I /
WATER POND 1
MISCELLANEOUS NOTES: an I` 4015.
- t /
1 " T SSTaO PIPE l I ` \
/ l TOP = 495.46'
1. GRADED SLOPES AND FILLS- THE ANGLE FOR GRADED SLOPES SHALL NOT BE GREATER THAN THE / II I I ` i i / \
ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES �5� r f s - - h r - -.,a �"
SUFFICIENT TO RESTRAIN EROSION. I our: 1 l \ '- �T wX 1 - -
2. GROUND COVER WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING 1 10 1 sw� \ NB 26UrW 3io yDT
MORE THAN 1-ACRE, IF MORE THAN 1 ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE
TRACT UPON WHICH ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
f - FIRE HYDRANT
/s� SEEDBED PREPARATION NOTES 1= -
J
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED.
2.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS OR BASINS WHEN STORAGE CAPACITY HAS
BEEN APPROXIMATELY 50% FILLED OR REACHED THE DESIGNED CLEAN OUT ELEVATION. GRAVEL SHALL
BE CLEANEDORREPLACED WHEN THE SEDIMENT POOL NO LONGER FUNCTIONS PROPERLY.
3ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED, AND MULCHED ACCORDING TO SPECIFICATIONS TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. REGRADE THE TEMPORARY CONSTRUCTION ENTRANCE WHEN RUTS ARE TO THE POINT THAT SOIL IS
EXPOSED. A MINIMUM OF 6" OF GRAVEL SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL GRAVEL MAY
BE REQUIRED TO ACHIEVE 6" OF COVER DUE TO SPREADING OF STONE BY CONSTRUCTION TRAFFIC.
5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE
STANDARDS SET IN THE N.C. DEPT. ENVIRONMENTAL HEALTH K NATURAL RESOURCES, LAND QUALITY
SECTION EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS
DURING CONSTRUCTION, AND THE OWNER IS RESPONSIBLE FOR ALL MAINTENANCE OF ALL
'1 PERMANENT METHODS AFTER CONSTRUCTION IS COMPLETED.
7. PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS IS TO BE PROVIDED WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT, PER THE NC PERMANENT GROUNDCOVER STATUTES.
MAINTENANCE PLAN NOTES
d. TOP = 50D•OW p 00
ASSUIS:D rlN"
7
L-4
GRASS SWALE
/ d
NA ---_�.j10
i zo i
to
A,
/ N
P SILT FENCE
-104
/ / rjob
TOP OF rETAINING To BE 508.50 AND
DOWN WITH EXISTING GR1l TO
txitNv DORM ROOF GRAIN LINE TO NEW
�J CATCH BASIN. PIE TO BE SAME SIZE AND
/tJSob
CATCH BASIN M
Milk 15M50
ALL NEW PAVING TO BE SLOPED TOWARDS NEW
SHOULD 13E ALLOWED TO FLOW TO ADJOINING
PROPERTY ALONG THIS DRIVEWAY.
r/
PAVING FTxN REMAWWG LENGTH OF WALL
GUARDRAIL, SET 12' FROM FACE OF
505 - -' - - - -
EXISTING 5' CONTOUR
WALL
504- - - - - - -
EXISTING V CONTOUR
STORM DRAIN PIPE
`
PROPOSED V CONTOUR
140 LF OF 15- CORRUGATED PLASTIC
PIPE, TYPE S O.-3.48 CFS,
5�
PROPOSED 1' CONTOUR
SLOPE=0.5X VEL.- 5.01
SAW -CUT AND PATCH PAVEMENT AS
NEEDED TO CONNECT 0EXISTING NEWSTORM+
WATER PIPE 7D NE CATCH
508.25
PROPOSED SPOT ELEVATION
BASIN ASPHALT PATCH SHALL
MATCH ASPHALT PAVING DETAIL.
+ (508.25)
EXISTING SPOT ELEVATION
11
L-4
TEMPORARY ROCK CHECK DAM
DICE 10
_" -" -r -
SILT FENCE
L-4
GRAVEL CONSTRUCTION ENTRANCE
"""•••••••••••••••••••••....
PROJECT LIMITS
INLET SEDIMENT TRAP
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fox 910-295-3420
Mail ! "am MUM Make
FeC[�� 1000 fidf[ 000
.lase Tw,&VA. PA 1510B
Ground 41X&M ?000
Fedlim Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (¢218)
HOKE COUNTY, NORTH CAROLINA
OWNER
FEDSUBO, LLC
910 Autumn Ridge Court
Mt Airy, Maryland, 21771
Ownaes GENT/.DEVELOPER
BASELINE
CONSTRUCTION,
INC.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #-. 1-910-695-3694
Attn. Mr. Gavin Melia
NORTH
50 0 25 50 100
SCALE 1•= w-(r
DRAFTING HISTORY
WORK DRAFTER DATE
80% Review Plan
WLS
3-52010
100%CD
WLS
3-16-2010
REVISIONS
OYVO and LOS comments
WLS
4-52010
REVISIONS
new Parliing Per Fe6Ex
WLS
4-21-2010
The recipient of this data is prohibited from using
any design or drawing information orginally
designed without the express written consent of
The Hayter Firm contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
DATUM 4r 4Y rrY 41"
Approved Stormwater Permit Gocumant:;
Construction in accordance with these documents is
R-28W - required by the stormwater permit. North Carolina
at the stormwater system
- - - - - - - - - - - - - - _ rules
ner
Inspect duringhconstructl n. certify conformity gwith the
SW2WOB"W 376Ae plans and specs, and certify compliance with the .
Stormwaterrules (15ANCAC21H 1008(j))
V401 Permit# Sk/61004t0_Date
24 Ya
US FiIGEVv
by-R-:d?_ _ NC Division of Wat r a all
1. CONTACT HOKE COUNTY AND NCDENR FOR PRE -CONSTRUCTION MEETING ON SITE TO DISCUSS INSTALLATION OF EROSION CONTROL PLAN." heere_ L. :3____Revi ;ior Date! / n
GRADING AND EROSION CONTROL PLAN
SCALE: I"= 50'-0"
STRAW WITH NETTING LINER.
g_ SWALE DETAIL
L-3 %
- L-1 MAINTENANSE:
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER
EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE
�- GRASS CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE
REPAIRS. IT 1S PARTICULARLY IMPORTANT -TO CHECK THE CHANNEL OUTLET
AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING AND
SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY,
VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION
PROTECTION FOR THE CHANNEL.
IEZOIDAL)
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, INLET TRAPS AND TEMPORARY SILTFENCE AT LOCATIONS SHOWN ON PLAN. a�
3. CALL FOR ON -SITE INSPECTION BY INSPECTOR.
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL SILT FENCING AND OTHER CONTROL MEASURES TO MAINTAIN
ADEQUATE WORKING STATUS OF EROSION CONTROL MEASURES.
6. SLOPES LEFT EXPOSED UPON COMPLETION OF ANY PHASE OF GRADING SHALL, WITHIN 21 CALENDAR DAYS, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
7. CONTINUE WITH FINE GRADING OF SITE. CONSTRUCT INFILTRATION BASIN AND SWALES
8. INSTALL ROCK CHECK DAMS AND LINING IN SWALES AND PROVIDE SEEDING GROUNDCOVER. L-3
9. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE INSPECTION.
10 IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL DEVICES AS DIRECTED. SEED, FERTILIZE, AND MULCH RESULTING DISTURBED
AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT STABILIZING VEGETATIONDURING APPROPRIATE TIME OF
T58
YEAR. GRADING
11.UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION.
CONSTRUCTION SEQUENCE NOTES
EROSION CONTROL
PLAN
PROJECT TIF XX -YR -- -
DRAWING PATH
11THF\General\GatewayDr1ve-Ron Myers\concept
plan.dwg

4 1iL
FED -EX GROUND
104 MIDWAY DRIVE
REAFORD, NC, 28376
Y rt
W M
n
SITE a
U S401 =
TO
RAEFORD
K TO
Z FAYEITEVILLE
SITE LOCATION: LONGITUDE:-79°7'23W, LATITUDE: 35"1.5FN
PROJECT OWNER: FEDSUBO
PROJECT DEVELOPER: BASELINE CONSTRUCTION, INC.
PROPERTY PIN#: 494660001077
PROJECT ZONED: I (INDUSTRIAL)
PROPERTY AREA: 8.77 ACRES / `r j r
EXISTING IMPERVIOUS SURFACE: 4.40 ACRES (50% OF SITE)
EXISTING PARKING:144 PARKING SPACES (139 STANDARD, 5 HANDICAP)
35 TRACTOR & TRAILER SPACES / / (// 1
REQUIRED YARDS: FRONT YARD:40'
SIDE YARD:15'
CORNER LOT SIDE YARD: 40'
REAR YARD:20'
.�.....:�..................-...-.---..........._ _----__= __- '"===- _-
--7......... ......... _, ....... -
--� 1 //20' REAR SETBACK
If
..�rl............. i...............-........... �� .. / •.��` i /' I„ / —510
2 VICINITY MAP 3 SITE DATA- EXISTING CONDITIONSo°
L-I NOT TO SCALE I - I NOT TO SCALE
1. EXISTING CONDITIONS, BOUNDARY, AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PREPARED BY:
BENNETT SURVEYS, INC. DATED JULY.13, 2000, ASBUILT DRAWINGS OF ORIGINAL PROJECTAND NEW
TOPOGRAPHIC SURVEY OF PROJECT AREA PREPARED BY BENNY BROWN SURVEYORS, DATED FEB. 8, 2010
2. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON THE GROUND WITHIN
THE PROJECT AREA PRIOR TO BEGINNING WORK.
3. ALL MATERIAL REMOVED DURING CONSTRUCTION SHALL BE DISPOSED OF IN LANDFILLS.
4. CONTRACTOR TO OBTAIN NECESSARY BUILDING AND DRIVEWAY PERMITS PRIOR TO BEGINNING ANY
CONSTRUCTION.
5. SEE ARCHITECTURAL PLANS FOR ALL INFORMATION ON ARCHITECTURAL, WATER, SEWER, AND ELECTRICAL
IMPROVEMENTS.
6. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED TO CONSTRUCT ALL SITE FEATURES.
7: SEE GRADING PLAN FOR EROSION CONTOL INFORMATION.
GENERAL NOTES
NOT TO SCALE
LONGITUDINAL ANCHOR TRENCH
OVERLAP 6" MINIMUM
CHANNEL LINER
IIN o EXCAVATE CHANNEL
z TO DESIGN GRADE AND
/— 0 CROSS-SECTION
LU
------ - rk�
SINGLE -LAPPED SPLICED ENDS
OR BEGIN NEW ROLL IN AN
INTERMITTENT CHECK SLOT
SECTION
PERSPECTIVE
CHANNEL -LINER
— UNDERCUT CHANNEL 2" TO ALLOW BULKING
DURING SEEDBED PREPARATION
CHANNEL LINER
PREPARE SOIL AND APPLY SEED BEFORE
INSTALLING BLANKETS, MATS OR OTHER
TEMPORARY CHANNEL LINER SYSTEM
.L LINER
IVISM.
LONGITUDINAL ANCHOR TRENCH
INTERMITTENT CHECK SLOT
NOTES:
1. DESIGN VELOCITIES EXCEEDING 2 FT/ SEC. REQUIRE TEMPORARY BLANKETS, MATS OR SIMILAR LINERS TO PROTECT
SEED AND SOIL UNTIL VEGETATION BECOMES ESTABLISHED.
2. GRASS -LINED CHANNELS WITH DESIGN VELOCITIES EXCEEDING 6 FT/SEC SHOULD INCLUDE TURF REINFORCEMENT MATS.
3. STAPLES TO BE A MINIMUM OF 11 GAUGE, 6" LONG AND 1" WIDE. IN LOOSE SOIL CONDITIONS, THE USE OF LENGTHS
GREATER THAN 6"MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. STAPLES SHALL BE FLUSH WITH
SURFACE AFTER INSTALLATION. PROVIDE STAPLES EVERY Y ALONG BLANKET CENTER. BLANKET EDGES AND OVERLAPS
SHOULD BE ANCHORED AT 12" SPACING.
4. AT 26 INTERVALS ALONG THE CHANNEL, ANCHOR RECP ACROSS THE CHANNEL IN 6" X 6" TRENCH OR BY INSTALLING TWO
CLOSELY SPACED ROWS OF ANCHORS.
5. REMOVE ALL LARGE ROCKS, DIRT CLODS, STUMPS, ROOTS, GRASS CLUMPS, TRASH, ETC... FROM THE SOIL SURFACE TO
ALLOW DIRECT CONTACT BETWEEN THE SOIL AND THE RECP.
MAINTENANCE:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (I INCH OR
GREATER) RAIN EVENT AND REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED
AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED
AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
ROLLED NETTING 1NSTALLATI0N `DETAIL
L-I NOT TO SCALE
1
------------
EXISTING CHAIN -LINK FENCE TO
Ewsnrlc REMAIN (APPROX. 190 LF)
TRACTOR
PARKINGif �AO
\ \ \ \ \ I � V' .. ,•'• �vG� / � N
EIP
EXISTING TREE LINE
EXISTING CONCRETE SIDEWALK TO BE / � / / / , / /� /
REMOVED (APPROX. 270 SF) / / � /. t /
EXISTING CHAIN -LINK FENCE ALONG THIS
PROPERTY LINE TO BE REMOVED
/ \ / I / 1 / (APPROX. 470 LF)
EXISTING
ADMIN.
/ \ OFFICE EXISTING <
/ 4A- �� «• FF BUILDING \
$ ♦� �O; �: /ba6.00 FFE: 506.00 '• _ i 1 '\ : i501
SAW -CUT ASPHALT TO BE
REMOVED TO PROVIDE CLEAN
J� I EDGEFOR NEW PAVING
/ I .V � -' Gti,.• // / I �� sot'
�t o9snNc '
DOLLY y REMOVE EXISTING CATCH BASIN
PARKING . / 1 1 \ �
� STRUCTURE
/ /
Ji
REMOVE EXISTING 15" STORM DRAIN
/ EXISTING 28' TRAIIb /✓ l LINE
PARKING
� REMOVE EXISTING TREES WITHIN PROJECT
AREA TO PROPERTY LINE
/// ¢ D \ \ \ ��� : EXISTING ASPHALT PAVING TO BE
¢D O \ `�\� \\ �'%2�" /J �— So' REMOVED (APPROX. 11,350 SF)
1
THE
H1XX
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone] I
Fax [phone]
wkiFACWNS t W UML PNft d SlYIE
1000 F. D
Y T..*V, PA 151N
4zm low
Feet Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (#218)
HOKE COUNTY, NORTH CAROLINA
OWNER
FEDSUBO, LLC
910 Autumn Ridge Court
Mt Airy, Maryland, 21771
OWNER'S AGENT/DEVELOPER-
BASELINE
CONSTRUCTION,
—I N C.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #:[phone]
Attn. Mr. Gavin Melia
\ f
. CATCH BASIN \� ) ! —/ OQ
IX
TOP - 500.88' �• / / / / /... If
INVERT IN- 498.38' / ! /
NVET WT - a9a /� ' 1 '�`� r REMOVE! LOWER EXISTING CATCH BASIN „ kl,
\=• % I 1 / JLy:1
I
/ / / � D � � \ � �� • / / • � / AND CREATE NEW JUNCTION BOX TO NORTH
% / / / D D � \\\ ew NCP G 2^ ,.• / / i I \ �;� / / CONNECT EXISTING 'AND NEW TRENCH DRAINS TO EXISTING STORM DRAIN LINE. ®WQ 50 0 25 so 100
If Ex. CATCH B SIN D / / i I I // / �o�r PROVIDE SHOP DRAWING OF JUNCTION
/ 1 l D EXISTI G TOP - 5W.7a' D / I, BOX, AS NEEDED.
^ O INVERT IN - 497. / / / I L / /Q
_ D AUTOMOBIL T OUT - 49Z29'� i D / / / /
P RKING i iP DD �' / / I / :'� SCALE 1"- - 50'-0"
�! / I I_i I � j--•\\ �\..:es D / � � 2A I DO •• � / � I / I -
'/�-' I // yT�n,\ ^\ DOO //� i D / / \I `•J• I D •• � / �• / SAW -CUT ASPHALT TO BE REMOVED TO DRAFTING HISTORY
I I / 4,'. \ O / Gam. I I
PROVIDE CLEAN EDGE FOR NEW PAVINGEkP WORK DRAFTER DATE
EXISTING STORM
a/.=' •�1 I r/ WATER POND �, DD I>. Sw�loo4�01 y�o
EXISTING
$$ t r 1 ,' 21' STAND PIPE ()�N / _ OD / \ �'••
\ TOP - 496.46' \p
�/ />r r' \� D I /�. ^� EIp
NT SETBACK
— *ElEC1BICAl
.70
_ �_� N896 '2`"W 390-98_
=wkiER-viiVE: —_-_ —
FIRE HYDRANT`-_��'
1Q TOP - 500.00' p4' a - —
' ry — --
DATUM
NO
R=28.W
ARC=39.2P
— 589'25.08"W 376.9,V
US HIGHWAY 401
EXISTING CONDITIONS AND DEMOLITION PLAN
SCALE: 1"= 5W-0"
OLD PROPERTY LINE SHOWN FOR
INFORMATIONAL PURPOSES CINLY
I
/ J 4" THICK X 18" WIDE WASHED GRAVEL(#57
STONE) DISSAPATER APRON ALONG ENTIRE
LENGTH OF LEVEL SPREADER
6' 6" 30'
GRASSED 'BLIND' SWALE LEVEL VEGETATIVE FILTER STRIP
SPREADS
18"
.LEVEL SPREADER DETAIL
NOT TO SCALE
GEO-TEXTILE FILTER FABRIC
- CONCRETE CURB LEVEL SPREADER, 3200
PSI, CAST -IN -PLACE, 6". WIDE X 18" DEEP X
81' LONG
95% COMPACTED SOIL BELOW CONCRETE
LEVEL SPREADER ONLY
80%Review Plan
WLS
3-5.10
100%CO
WLS
3-16-2010
REVISIONS
(per DWO and LOS comments
WLS
4-5-2010
The recipient of this data is prohibited from using
any design or drawing information orginaily
designed without the express written consent of
The Hayter Firm contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
Tct= 7 *r
u
LL ti �
lJ �:
'•9(0• w.s ..
�i•..-
L-1
DEMOLITION
PLAN
PROJECT THE XXXX-YR
DRAWING PATH
T\THF\General\GatewayDrive-Ron Myers\concept
plan.dwg

0
w
U
TO
RAEFORD
U
FED -EX GROUND
104 MIDWAY DRIVE
REAFORD, NC, 28376
TO
FAYETTEVILLE
PROJECT LOCATION: LONGITUDE:-79"T23"W, LATITUDE: 3501'S5"N
PROJECT OWNER: FEDSUBO
PROJECT DEVELOPER: BASELINE CONSTRUCTION, INC.
PROPERTY PINM 494660001077
PROJECT ZONED: I (INDUSTRIAL)
PROPERTY AREA: 8.77 ACRES
PROJECT AREA LIMITS: 2.50 ACRES
DISTURBED AREA: 1.75 ACRES
EXISTING IMPERVIOUS SURFACE: 4AO ACRES (50% OF SITE)
PROPOSED NEW IMPERVIOUS SURFACE: O.T7 ACRES (0.9% OF SITE)
TOTAL IMPERVIOUS SURFACE: 5.17 ACRES (59% OF SITE)
EXISTING PARKING: 144 PARKING SPACES (139 STANDARD, 5 HANDICAP)
35 TRACTOR & TRAILER SPACES
PROPOSED NEW PARKING: 7 TRAILER SPACES (PROVIDING 42 TOTAL TRACTOR AND TRAILER SPACES)
REQUIRED YARDS: FRONT YARD: 49
SIDE YARD: IV
CORNER LOT SIDE YARD: 49
REAR YARD: 29
2 VICINITY MAP 3 SITE DATA
L-2 NOT TO SCALE L-2
1. EXISTING CONDITIONS, BOUNDARY, AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PREPARED BY
BENNETT SURVEYS, INC.DATED JULY13, 2000 AND ASBUILT DRAWINGS OF CONSTRUCTION.
2. PROJECT AREA INFORMATION TAKEN FROM SURVEY PREPARED BY BENNY BROWN SURVEYORS DATED FEB.
15, 2010.
3. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON THE GROUND WITHIN
THE PROJECT AREA PRIOR TO BEGINNING WORK.
4. DIMENSIONS ARE TO EDGE OF PAVING, FACE OF BLDG., OR CENTERLINE OF ROAD.
5. ALL PAVEMENT MARKINGS TO BE YELLOW Y-2 PER SP-1, DIV. 9-6 OF FEDERAL EXPRESS REQIUREMENTS.
6. CONTRACTOR TO OBTAIN NECESSARY BUILDING AND DRIVEWAY PERMITS PRIOR TO BEGINNING ANY
CONSTRUCTION.
7. SEE ARCHITECTURAL PLANS FOR ALL INFORMATION ON ARCHITECTURAL, WATER, SEWER, AND ELECTRICAL
AND OTHER UTILITY IMPROVEMENTS.
8. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED TO CONSTRUCT NEW SITE FEATURES.
9. CONTRACTOR TO PROVIDE SAMPLE OR CUT SHEETS OF CONCRETE SEGMENTED RETAINING WALL TO
OWNER FOR APPROVAL AND ENGINEERED SHOP DRAWINGS OF CONSTRUCTION INSTALLATION DETAILS.
SITE NOTES
VARIES, AVG. LENGTH = 66 x AVG. WIDTH = 50'
6 +504.75 (TOP OF SPILLWAY DAM)
TOP WIDTH: V MIN.
+503.25(SPILLWAY +504.25 (TOP OF FOREBAY DAM)
3: EIR SIDE SLOPES) TOP WIDTH: 6' MIN., 3:1 SIDE SLOPES
+502.75(FOREBAY WEIR
ELEVATION) WEIR WIDTH: 6'
Q
/
/
ENTIRE BASIN /
TO BE GRASSED 1 / DOLLYOLLY D
PARKING
I—+503.25 (FULL ASIN ELEVATION)
I III 11=III=III III=III=III-II = - I-111�111— II
+501.25 +501.25 (BOTTOM ELEVATION)
(BOTTOM 12" THICK LAYER OF CLASS 1 RIP RAP, 4" THICK LAYER OF CLEAN SAND
ELEVATION) EXTEND UP SIDES OF WEIR TO TOP
IN -SITU SOIL (DO OF FOREBAY DAM, UNDERLAY WITH
NOT COMPACT) GEO-TEXTILE FILTER FABRIC
INFILTRATION BASIN DETAIL
/ h
/ � r
0
O
\ o EXISTI G
AUTOMOBIL
�e ao s o P RKING
:eo
EXISTING STORM �N�cna+ 'o
o = WATER POND '
.,
\-.� INVERT o � O
EXISTING j 496.43'
21' STAND PIPE
TOP - 496.46'
I
PEDESHONE
TAL Vyh
I
m`
\ H *ELECTRICALNV. OU 6- 1 — L — CONNECTION
49&10 SIGN — — Ne9.26.49'W 390.98'
I OWATER VALVE
I
I
I
FIRE HYDRANT
TOP - 500.00'
ASSUMED
DATUM
R=2&OW
ARC=39.27'
OVERALL SITE PLAN
SCALE: 1"- SW-0"
EXISTING
ADMIN.
OFFICE
EXISTING 28' TRAILER
PARKING
EX. CATCH BF
TOP - 500.74
INVERT IN - 4
MVE,RT WT =
1
SBV2WO8"E 6o2.o8
EXISTING/CONCRETE PAVEMENT
EXISTING <
BUILDING \ \
MATCH EXISTING
SLOPES
EXISTING TRENCH —
BRAIN
NEW 4' WIDE PAINT
STRIPING CENTERED
ON DOCK DOOR
(9' APAFTO EXPANSION\
CONSTRUCTION
JOINT TP.
NEW TRANSITION
AREA TO MATCH
EXISTING
E). CATCH BASIN -
ToP - 500.68'
INVERT IN= 498.3e
ANVE.T OUT = 498.3
sw2w"-w 376.9e — —
US HIGHWAY 401
w4V-,�� 2/�j
IN CLEAR AREA
BACK OF CURB)
3% MAX. GRADE.
L 4 / APPROX. 100 SF, Wj
TO MEET EXISTING
PAVING FLUSH AND
SMOOTH
NEW DRAINAGE EASEMENT FOR
INFILTRATION BASIN LEVEL
SPREADER AND VEGETATIVE
FILTER STRIP, SEE GRADING PLAN
CONTRACTOR TO PROVIDE
HANDRAILS ALONG PERIMETER OF
LANDING AND DOWN BOTH SIDES
OF STEPS. PROVIDE SHOP
DRAWINGS OF CONSTRUCTION FOR
APPROVAL. CONSTRUCTION SHALL
COMPLY WITH ALL STATE AND
FEDERAL CODES.
20' REAR
GUARD POST / 5 \ / 6
NEW SEGMENTED CONCRETE BLOCK RETAINING
WALL (APPROX. 120 LF)COLOR TO BE
APPROVED BY OWNER PRIOR TO INSTALLATION
PLAN
�--NEW SIGN #5 ON POST
NEW SIGN 82
ON FENCE
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
FACUrI S s wTUML KANXINC SYSID4
1000 F4atY uN.
Yuan TamYµ PA /610a
Ground 412/2nu IM
Fedk Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (#218)
HOKE COUNTY, NORTH CAROLINA
OWNER
FEDSUBO, LLC
910 Autumn Ridge Court
Mt Airy, Maryland, 21771
OWNER'S AGENT/DEVELOPER
BASELINE
CONSTRUCTION,
INC.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #: [phone]
Attn. Mr. Gavin Melia
NORTH
VEMENr 1 2
L-4 L-4 50 0 25 50 IOD
r 1\ I `0 �7 SCALE 1^- 50--0-
(T�` >, G n J ` ✓' II - DRAFTING HISTORY
WORK DRAFTER DATE
10)
HEAVY DUN CONCRETE g 11
Z It ri
'HALT PAVEMENT rl 2 / D
L-a L-4 MASONARY CONSTRUCTION OF
STOOP TO MATCH PROPOSED
BUILDING FOUNDATION. FILL AND
COMPACT AND POUR 4" THICK
:fE CURB 3 CONCRETE PAD FOR FINISH
80%Review Plan
WLS
3-5-2010
100%CD
WLS
3-16-2010
REVISIONS
(per DWO and LOS comments
WLS
4-5-2010
& GUTTER L-4
SURFACE. STEPS SHALL BE 12"
The recipient of this data is prohibited from using
TREADS AND 6" RISERS,
any design or drawing information orginally
CAST -IN -PLACE CONCRETE.
designed without the express written consent of
PROVIDE SHOP RAWINGS OF
The Hayter Firm contained within this document, in
CONSTRUCTION DETAILS.
whole or part, for any other purposes than that for
1
which it was designed.
Ii
I
LOS
yy
ON
A
0 T� y
1tc --Y.
®r
vs�236
O
,2Sx.
OFFICE STEPS ENLARGEMENT
SCALE: 1/8" = V-0"
L-2
SITE PLAN
PROJECT THE XXXX-YR
DRAWING PATH
T\THF\GenerahGatewayDrive-Ron Myers\concept
plan.dwg

TO
RAEFORD
FED -EX GROUND
104 MIDWAY DRIVE
REAFORD, NC, 28376
TO
FAYETTEVILLE
2 VICINITY MAP
L-3 NOT TO SCALE
TEMPORARY SEEDING
SEEDING MIXTURE:
SPECIES RATE:
WINTER RYE (GRAIN) 200 LB/AC.
GERMAN MILLET 120 LB/AC.
SEEDING DATES:
WINTER RYE (GRAIN): SEPT. 1- MAR 1
GERMAN MILLET: MAR 1 - SEPT. 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY
2000 LB/AC. GROUND AGRICULTURAL LIMESTONE
AND 750 LB/AC. 10-10-10 FERTILIZER.
MULCH:
APPLY 4000 LB/AC. STRAW. ANCHOR STRAW BY TACKING
WITH NON ASPHALTIC TACKIFIER, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES TURNED NEARLY
STRAIGHT CAN BE USED AS AN ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT ADEQUATE. RESEED,
REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL
AREAS EXPOSED GREATER THAN ONE WEEK AND
SUBJECT TO FURTHER DISTURBANCE.
1. EXISTING CONDITIONS, BOUNDARY, AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PREPARED BY- BENNETT SURVEYS, INC. /
DATED JULY 13, 2000, ASBUILT DRAWINGS OF ORIGINAL PROJECT AND NEW TOPOGRAPHIC SURVEY OF PROJECT AREA PREPARED BY ^^ 5 INFILTRATION BASIN
BENNY BROWN SURVEYORS, DATED FEB. 15, 2010
2. CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND MARKED ON THE GROUND WITHIN THE PROJECT AREA PRIOR / Q ory ry
TO BEGINNING WORK. / ,�A4 N//
3. TOTAL DISTURBED AREA: 1.75 ACRES
4. CONTRACTOR TO OBTAIN NECESSARY BUILDING AND DRIVEWAY PERMITS PRIOR TO BEGINNING ANY CONSTRUCTION,
5. SEE ARCHITECTURAL PLANS FOR ALL INFORMATION ON ARCHITECTURAL, WATER, SEWER, AND ELECTRICAL IMPROVEMENTS.
/ / / 1 13
\ \
6. CONTRACTOR TO PROVIDE TEMPORARY POWER AS REQUIRED TO CONSTRUCT ALL SITE FEATURES. / / \\ ENR7ANCE L-a
7.MAXIMUM CROSS SLOPE ON SIDEWALKS TO BE 2.0%. / 1 � � /l �
8. STOCKPILE ANY TOPSOIL FROM GRADING ACTIVITIES ON SITE AND USE IN FINISH GRADING OF LANDSCAPED AREAS. t / / 1 SILT FENCE
9. CONTRACTOR TO VERIFY ALL EXISTING ELEVATIONS. NEW PAVING SAHLL MEET EXISTING PAVING IN A FLUSH AND SMOOTH MANNER.
FINISH FLOOR ELEVATION OF NEW BUILDING ADDITIONS SHALL MATCH EXISTING BUILDING -FINISH FLOOR ELEVATIONS.
10. ALL DISTURBED AREAS NOT COVERED WITH PAVING AND BUILDING FOOTPRINT SHALL RECEIVE PERMANENT GRASSING, MULCH OR / / / 9 ` 1\ TEMPORARILY REMOVE SECTION OF EXISTIN 1 SECURITY j \ DASHED LINE
OTHER GROUNDCOVER AS NOTED ON PLAN. / / ` FENCE FOR CONSTRUCTION ACCESS. REPIAE FENCE I \\ REPRESENTS FULL
�>12.
11. THE SITE DOES NOT HAVE ANY WETLANDS WITHIN PROPERTY BOUNDARY, PER SURVEY INFORMATION. L/ / / UPON COMPLETION OF PRQIECT. I I I BASIN ELEV. 503.25 ALL NEW STORM DRAIN PIPING TO BE SMOOTH CORE CORRUGATED PLASTIC PIPE, UNLESS NOTED OTHERWISE. /
13.CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL: GAVIN MELIA, BASELINE CONSTRUCTION, INC, 910-695-3694. / // �� _ / \ SW26ro6•�l 602.0a 1 1
14. RECEIVING BODY OF WATER- PUPPY CREEK, STREAM CLASS C, STREAM INDEX #; 18-31-19, f - -,---••-----• •-••••••--• - _ _ _ _ _ _- _-_ -
_ _ _
+ f it •r
15. ANY SOIL HAULED FROM SITE SHALL BE DEPOSITED INAPPROPRIATE LANDFILL FOR SOIL FILL. --- _-- I
GRADING NOTES
x,L:_ x-• .... . -_ % �7,:.... x . �� \. n I VEGETATIVE FILTER STRIP
/
EXISTING 6LEVELSPREADER ! +.
"• / ^ / I /' / p TRACTOR L-i TOPLENGTH:
TH: FEET \
, LENGTH: et FEET \
PERMANENT SEEDING • , / 1 / I PARKING ` \ EMERGENCY SPILLAY:
/ ELEV.: 503.25 \
COMMON BERMUDA SEED 2 LB./1000 SF L
SEEDING DATES:
COMMON BERMUDA: MAR. 1-NOV. 1
SOIL AMENDMENTS: COMMON BERMUDA
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY
3000 LB/AC. GROUND AGRICULTURAL LIMESTONE
AND 875 LB/AC. 10-10-10 FERTILIZER. ADD 25-50 LBS/ACRE
NITROGEN AT 2-3 WEEK INTERVALS THROUGH MIDSUMMER. I "'
MULCH:
1 � I I `\ EXISTING
I 1 @ \ `\ ADMIN. P'
STRAW MULCH / 1 1 /
19 \ \ OFFICE EXISTING Q�<
MAINTENANCE: / 4V ` �'�\ �` BUILDING j
SUPPLEMENT RAINFALL WITH WATER AS NEEDED TO COMPLY WITH ONE INCH \\ o�� ; Ob.00 FFE: 50b.00
\
u Q- !2
OF WATER PER WEEK MINIMUM AND MOW TO 3/4" TO 1" HEIGHT.
TOPDRESS WITH 401bs/ACRE NITROGEN IN APR., 501bs
IN JUNE, 30 Ibs IN JULY, AND 25-50lbs IN AUG.
_ 11 INLET SEDIMENT TRAP
PROVIDE AT IXISRN6
I �• CATCH a4SIN DURING O :1
Q DEMOLITION AND RELOCATE a �:•
/ 1 OT Y TO EDGE OF TRENCH DRAIN ` qS/N Q.�•� 1 I
�i EXISTING DURING CONSTRUCTION TO
DOLLY KEEP SEDIMENT OUT OF qj
PARKING STORM WATER PIPING `.NqG. •p" 1 I I
STI LO INGOCK
1 ,•ti �',
/ EXISTING 28' TRAILEA, 1 I 1
TEMPORARY AND PERMENENT SEEDING SCHEDULE / / , - PARKING �% � 1i'1 �' 1
SEEDBED PREPARATION NOTES:
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED TO 4" DEPTH AND SPREAD WITH AVAILABLE TOPSOIL 4" DEEP.
TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4-6" DEEP.
3. LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT
THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR
FINAL SEEDBED PREPARATION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND
UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SCHEDULE. IN ADDITION
PROVIDE 650 LB/AC. OF SUPER PHOSPHATE (0-20-0).
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH SOIL DURING SEEDBED
PREPARATION.
7. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING. SEED ACCORDING TO SEEDING SCHEDULE.
8. MULCH ACCORDING TO SEEDING SCHEDULE.
9. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE SEEDING SCHEDULE. MAKE
NECESSARY REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED
AREAS SHALL BE REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER, AND SEEDING
REQUIREMENTS.
MISCELLANEOUS NOTES:
1. GRADED SLOPES AND FILLS- THE ANGLE FOR GRADED SLOPES SHALL NOT BE GREATER THAN THE
ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION
CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
2. GROUND COVER- WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING
MORE THAN 1 ACRE, IF MORE THAN 1 ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED WITHIN 15 WORKING DAYS ON THAT PORTION OF THE
TRACT UPON WHICH ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN.
SEEDBED PREPARATION NOTES
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY
NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL DEVICES AS DESIGNED.
2.SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS OR BASINS WHEN STORAGE CAPACITY HAS
BEEN APPROXIMATELY 50% FILLED OR REACHED THE DESIGNED CLEAN OUT ELEVATION. GRAVEL SHALL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER FUNCTIONS PROPERLY.
3,ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED, AND MULCHED ACCORDING TO SPECIFICATIONS TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. REGRADE THE TEMPORARY CONSTRUCTION ENTRANCE WHEN RUTS ARE TO THE POINT THAT SOIL IS
EXPOSED. A MINIMUM OF 6" OF GRAVEL SHALL BE MAINTAINED AT ALL TIMES. ADDITIONAL GRAVEL MAY
BE REQUIRED TO ACHIEVE 6' OF COVER DUE TO SPREADING OF STONE BY CONSTRUCTION TRAFFIC.
5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHALL CONFORM TO THE
STANDARDS SET IN THE N.C. DEPT. ENVIRONMENTAL HEALTH & NATURAL RESOURCES, LAND QUALITY
SECTION EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF EROSION CONTROL METHODS
DURING CONSTRUCTION, AND THE OWNER IS RESPONSIBLE FOR ALL MAINTENANCE OF ALL
e-'% PERMANENT METHODS AFTER CONSTRUCTION IS COMPLETED.
7. PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS IS TO BE PROVIDED WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OFCONSTRUCTION OR
DEVELOPMENT, PER THE NC PERMANENT GROUNDCOVER STATUTES. -
MAINTENANCE PLAN NOTES
NEW LOADING K AND
¢ O \ \ TRANSITION RAMP TO BE
CONSTRUCTED TO LIA7'CU\
/ \ / Cf
q Cf EXISTING SLOPES OF \ • . / / ;�i I
/ / O �eO \ EXISTING DOCK AND
\
�•- / / O i- R TRANSITION RAMP.
O \ \ \ C pipe
EX. CATCH BASIN / ww
I/
Q n I \ \\\ TOP - 500.69' \�• / 140LF F� / L,_ 0t(xi
INVERT IN= 498.38' �' _ tee
NVET OUT. 49&_O'
EX. / CATCIi B N ` �� ,J i5 / I l
EXIST{ G Oo \ �z °
O INVERT D 497.
/I . OsbO AUTOMOBIL i roar 497.29�P
P RKING
CA
CAL,
O I O •.� / I U
EXISTING STORM
WATER POND O 1 '
496.
TOP 496.46'SDNGE20STAND PIPE_ O O
\ HT SETBACK / \
SILT FENCE
1 OUT: \6�`�-1--
N89.26i48"W 390.98' C"--
owl- o-----=---= _---- ---- ------ _-.__ -
`��
ARE HYDRANT
SILT FENCE / 7
R
GRASS SWALE 8 5 /
L-3 L-1
y0�0
woro 8
-1 -
/20' REARSETLCK
/ r /
ri
/
\ \%• / / (� / / EIP SILT FENCE 7
RUN ALONG PROPERTY TINE
rr �-
11e� I
, 4_
'• +
i' TOP OF RETAINING TO BE 508.50 AND
STEP DOWN WITH EXISTING GRADE TO
ELEVATION 506.00
I
1
}, 1 1 / 1
EXTEND EXISTING ROOF DRAIN LINE TO NEW
i 1 1 f ,
•Op
CATCH BASIN. PIE TO BE SAME SIZE AND
1
MATERIAL OF EXISTING. (APPROX. 105 LF)
Slob
�p&,
'
1
I'
•
11 1 {�
• /' �_ _ _CATCH aASIN 61 14
RIM: W.'XbO L-4 -
\/
INV. WT. 499.90
,
1
ALL NEWTOWARDS NEW
,1 11 • cQ41'
yif�'o•
\ i'
\ ��
BASINS NO $TOR WATER UNIFF
SHOULD BE ALLOWED TO FLOW TO ADJOINING
PROPERTY ALONG THIS DRIVEWAY.
ott11I�4Y
�y
o
�OT / v %VATCH
Al
,OA
BA<INI14
RIM: 505.50 L-4
'
i
INV. IN: 499.25
/'\ INV. OUT: 499.10
J
LEGEND
/
i
>
SYMBOL
I DESCRIPTION
SAW -COT AND PATCH PAVEMENT AS
504 -
NEEDED TO CONNECT NEW STORM
WATER PIPE TO EXISTING CATCH
505
BASIN. ASPHALT PATCH SHALL
MATCH ASPHALT PAVING DETAIL
508
+ 508.25
+ (50B.25)
;EDIMENT TRAP
L-4
10
L-4
EXISTING 5' CONTOUR
EXISTING T CONTOUR
PROPOSED & CONTOUR
PROPOSED T CONTOUR
PROPOSED SPOT ELEVATION
EXISTING SPOT ELEVATION
TEMPORARY ROCK CHECK DAM
SILT FENCE
GRAVEL CONSTRUCTION ENTRANCE
PROJECT LIMITS
INLET SEDIMENT TRAP
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC 28374
Telephone [phone]
Fax [phone]
TApUAES a wmwL Kwmun s�
100D reEEk Ortw
umn Tmvwh%• PA 18IN
Ground 41T/2m-1=
FecOm Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (#218)
HOKE COUNTY, NORTH CAROLINA
OWNER
FEDSUBO, LLC
910 Autumn Ridge Court
Mt Airy, Maryland, 21771
OWNER'S AGENT/ DEVELOPER
BASELINE
CONSTRUCTION,
INC.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #: [phone]
Atm. Mr. Gavin Melia
NORTH
SO 0 25 50 100
SCALE 1"= 50'0"
DRAFTING HISTORY
WORK DRAFTER DATE
80% Review Plan
WLS
352010
100%CD
WLS
3-16-2010
REVISIONS
(Per DWO and Los comments)
WLS
4-5-2010
The recipient of this data is prohibited from using
any design or drawing information orginally
designed without the express written consent of
The Hayter Finn contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
.00
DATUM 4
0M1 uj' �+� "'
R=t8.OW tjiARC=39.2r1, r1f
S89.2W08•W 376.91C
US HIGHWAY 401Dp"rooLtol
GRADING AND EROSION CONTROL PLAN
SCALE: 1"= 5&-0"
STRAW WITH NETTING LINER.
S WALE DETAIL
( MAINTENANCE
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER
EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE
GRASS CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE
REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET
AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING AND
SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO
MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY,
VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION
PROTECTION FOR THE CHANNEL.
OIDAL)
1. CONTACT HOKE COUNTY AND NCDENR FOR PRE -CONSTRUCTION MEETING ON SITE TO DISCUSS INSTALLATION OF EROSION CONTROL PLAN. P 1- -,3
411s1
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, INLET TRAPS AND TEMPORARY SILT FENCE AT LOCATIONS SHOWN ON PLAN.
3. CALL FOR ON -SITE INSPECTION BY INSPECTOR.
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL ; ILT FENCING AND OTHER CONTROL MEASURES TO MAINTAIN
ADEQUATE WORKING STATUS OF EROSION CONTROL MEASURES.
6. SLOPES LEFT EXPOSED UPON COMPLETION OF ANY PHASE OF GRADING SHALL, wi THIN 21 CALENDAR DAYS, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STR ICTURES SUFFICIENT TO RESTRAIN EROSION.
7. CONTINUE WITH FINE GRADING OF SITE. CONSTRUCT INFILTRATION BASIN AND WWALES.
8. INSTALL ROCK CHECK DAMS AND LINING IN $WALES AND PROVIDE SEEDING GROUNDCOVER. L-3
9. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE INSPECTION.
10 IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL DEVICES AS DIRECTED. SEED, FERTILIZE, AND MULCH RESULTING DISTURBED
AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT STABILIZING VEGETATIONDURING APPROPRIATE TIME OF YEAR. GRADING &
11.UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION.
CONSTRUCTION SEQUENCE NOTES
EROSION CONTROL
PLAN
PROJECT THE XXXX-YR
DRAWING PATH
T\THF\General\GatewayDrive-Ron Myers\concept
plan.dwg
,

ASPHALT %j.
CONCRETE
ASPHALT
ASPHALT SURFACE COURSE
PAVEMENT
PAVEMENT
PAVEMENT
w
ASPHALT BINDER COURSE
w
o
AGGREGATE BASE
a
DASHED LINE INDICATES
COMPACTED SUBGRADE
rn
TOP OF ASPHALT
F
F
BEFORE COMPACTION
N w
GEOTEXTILE FABRIC
W
z Ev
(INSTALL ADDITIONAL
z
IF REQUIRED
3/4" X 3" WIDE ALONG
>
6" LAP
¢
PERIMETER)
TACK COAT
a
o
a
VERTICAL
SURFACES
DRAINAGE
iv
(TYPICAL)
;.r , ".•
-
D
(V
mpg
"
>
—PRIME COAT
(REQUIRED FOR ASPHALT/�\
THICKNESSES LESS THAN 4")
EFER 11L-4
GEOTEXTILE FABRIC
NOTE: ALL THICKNESSES SHOWN
WELDED WIRE FABRIC
(IF REQUIRED)
ARE MINIMUM COMPACTED.
CENTERED
ASPHALT PAVEMENT DETAIL
PAVEMENTTYPEIANDII
NOT TO SCALE
6"0 GUARD POST
FILL WITH CONCRETE
REFER 61-4
OVERHEAD DOOR
TRACK
CONTINUOUS, FULL TAPERED
MOUNTING ANGLE BY
OVERHEAD DOOR MFR. —
PRE-ENGINEERED METAL
BUILDING COMPONENTS
HOLD FLASHING BACK
FROM DOOR OPENING
FLASHING BY METAL
BUILDING MFR.
'NOTE:
INSTALL @ DRIVE-IN DOORS ONLY
LOCATE rt OF GUARD POST WITH
EDGE OF JAMB. REFER TO SITE PLAN FOR
LOCATIONS
00
� l
0
a
— om
Q u_LL
O
S W
zLL
3/4" D �
�L Cj
GUARD POST LAYOUT DETAIL
NOT TO SCALE
510HM AltK
FLOW
"r METAL POST -------
SILT FABRIC
SYSTEM
TRENCH —
(BACKFILL &
COMPACT)
EXTEND SILT FABRIC SYSTEM
ALONG BOTTOM OF TRENCH
ASPHALT AT CONC. SECTION
NOT TO SCALE
ROUNDED
CONC. TOP
6" STD. PIPE
FILL W/CONC.
REFER 61D-1
FOR LOCATIONS
TOP OF
PAVEMENT
GUARD POST DETAIL
NOT TO SCALE
SILT FABRIC SYSTEM
ATTACH TO UPSLOPE CONSTRUCTION SPECIFICATIONS: MAINTENANCE:
SIDE OF POSTS. DRIVE 1.33 LB/LINEAR FT. STEEL POSTS (MIN 4' LONG)
STEEL POST AT 8' O.C. (MAX.) 18"INTO GROUND AND EXCAVATE A 4" X 8" TRENCH
DRIVEN A MIN. OF 18" INTO GROUND UPHILL ALONG THE LINE OF POSTS. INSPECT SEDIMENT FENCES AT LEAST ONCE A
(4' MIN. LENGTH) WEEK AND AFTER EACH RAINFALL. MAKE ANY
ATTACH WIRE FENCE TO POSTS AND EXTEND THE REQUIRED REPAIRS IMMEDIATELY.
8" DEEP X 4" WIDE TRENCH, FENCE TO THE BOTTOM OF THE TRENCH. WIRE
COMPACTED BACKFILL TO HOLD FENCE SHALL BE A MINIMUM OF 14 GAUGE WITH A SHOULD THE FABRIC OF A SEDIMENT FENCE
SILT FABRIC SYSTEM MAXIMUM MESH SPACING OF 6". WIRE OR PLASTIC COLLAPSE, TEAR, DECOMPOSE BECOME
ZIP TIES SHOULD HAVE A MINIMUM OF 50 POUND INEFFECTIVE, REPLACE IT PROMPPTT LY.
TENSILE STRENGTH. DO NOT ATTACH WIRE TO REMOVE SEDIMENT DEPOSITS AS NECESSARY
EXISTING TREES. TO PROVIDE ADEQUATE STORAGE VOLUME
ATTACH THE FILTER FABRIC TO THE WIRE FENCE FOR THE NEXT RAIN AND TO REDUCE
AND EXTEND THE BOTTOM OF THE FABRIC 12" INTO PRESSURE THE FENCE. TAKE CARE TO
;o THE BOTTOM AND SIDE OF THE TRENCH. DO NOT AVOID UNDERMINING THE FENCE DURING
v ? ATTACH FABRIC TO EXISTING TREES. CLEANOUT.
BACKFILL THE TRENCH AND COMPACT THE SOIL REMOVE ALL FENCING MATERIALS AND
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT UNSTABLE SEDIMENT DEPOSITS AND BRING
co ? THE AREA TO GRADE AND STABILIZE IT AFTER
FENCE SO THAT RUNOFF IS FORCED TO GO THE CONTRIBUTING DRAINAGE AREA HAS BEEN
THROUGH THE: FENCE AND CANNOT GO UNDER IT. PROPERLY STABILIZED.
1 p TEMPORARY SILT FENCE DETAIL (REFER TO WWW.DLR.ENR.STATE.NC.US/PAGES/SEDIMEt4TTECASSIST.HTML FOR ADDITIONAL INFORMATION)
L-4 NOT TO SCALE
CONCRETE BLOCK
DEWATERING
DOT #57 WASHED
STONE
CURB INLET WITH HOOD
�16"
SECTION
a 8 NOTESA. ONE DEWATER BLOCK PER SIDE
as 9 �.� 2. DEWATERING BLOCK TO BE COVERED BY
' �
�C go � a WIRE MESH WITH 112" OPENINGS
__�9s 3. BLOCK FOUNDATION TO BE EXCAVATED 2" BELOW
CURB �� 2S CREST OF STORM DRAIN
PERSPECTIVE VIEW
MAINTENANCE NOTES: 1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT OR GREATER) RAINFALL
AND MAKE REPAIRS AS NEEDED.
2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED. REMOVE ALL MATERIALS
AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE, THAN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE INLET. 1
11 INLE ENT TRAP DETAIL
L-4 NOT TO SCALE
i 1.5i MIN.
CLASS 1 C
EROSION C
STONE
FILTER FAE
BERM REFER TO NOTES
SEEDED SLOPES 1"CHAMFER
(TYp) BOTH SIDES
4" TOPSOIL SPECIFIED
SLOPE VARIES PAVEMENT
SLOPE\
//r
#4 BENT SPACED @ 24" O.C. GEOTEXTILE FABRIC
5 - #4 (BREAK 4" (IF REQUIRED)
AT ALL E & S JOINTS) COMPACTED
AGGREGATE BASE SUBGRADE
NOTES:
1) V-0" GUTTER WIDTH @ PERMANENT TRAILER BACK -IN PARKING
2) V-6" GUTTER WIDTH @ TRACTOR & AUTO PARKING WHERE CURB & GUTTER ARE
REQUIRED FOR DRAINAGE.
CONCRETE CURB AND GUTTER DETAIL
NOT TO SCALE
O
OI INTERIOR
wOF0 SITE
0
z
i0
FIXED ARM WITH 3
STRANDS BARBED WIRE
TOP RAIL
POSTS @ 10--0" O.C.
MAX.
BOTTOM RAIL OR
TENSION WIRE
SEE NOTE BELOW FOR
FOOTING SIZES TYP. FOR
FENCE AND GATES.
rFOOTING SIZES:
A. LINE POSTS -12" DIA. x 36' DP.
S. CORNER AND TERMINAL POSTS -12" DIA. x 42" DP.
C. GATE POSTS - 24" DIA. x 48" DP.
TYPICAL FENCE DETAIL
NOT TO SCALE
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (}" OR
FABRI GREATER ) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS,
OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS INSTALLING
A PROTECTIVE RIP -RAP LINER IN THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIP -RAP
LINED AND PAVED CHANNELS)
F" MAX. 3. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
1
1. SPACE CHECK DAMS IN A CHANNEL SO THAT THE CREST OF THE DOWNSTREAM
DAM IS AT THE SAME ELEVATION AS THE TOE OF THE UPSTREAM DAM, OR
AS SHOWN ON PLAN.
2. STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER FROM
CUTTING AROUND THE DAM.
GRATING/COVER REFER TO
NOTE 3, BELOW.
SLOPE �
L
POLYMER CONCRETE
PRE -SLOPED TRENCH DRAIN
SLOPE
�d oo�. 'd:
•' - o��
•�CZVoV
.•i' ,
p,m.qo�o
• � .�2 'y�
���odpp
�
'.I�S�''Fo�_
NOTE: n q
1. SIZE TRENCH FOR ADEQUATE FLOW.
2. 4000 PSI CONCRETE (REINFORCE AS REQUIRED).
3. WAREHOUSE FLOOR & UNLOAD AREA:
GRATING TO BE DRAIN MFGRS. STANDARD SLOTTED CAST IRON PRODUCT, TO
SUIT TRAFFIC LOADS.
MAINTENANCE GARAGE (IF REQUIRED):
COVER TO BE DRAIN MFGRS. STANDARD GALVANIZED STEEL
PERFORATED PRODUCT WITH 1/4" DIA. (MAX) PERFORATIONS,
TO SUIT TRAFFIC LOADS.
TRENCH DRAIN DETAIL
REFER FLOOR PLAN
NOT TO SCALE
2"
LIGHT BROOM FINISH
8" THICK CONCRETE WITH FIBER
AND 6 X 6 WELDED WIRE MESH
6" COMPACTED AGGREGATE BASE COURSE
98% COMPACTED SUBGRADE
HEAVY DUTY CONCRETE DETAIL
NOT TO SCALE
LIGHT BROOM FINISH
1/4" THICK X 4" DEEP RESIN IMPREGNATED
FIBER BOARD EXPANSION JOINT FILLER
(30' O.C.)
>\ /\ \ TOOLED CONTRACTION JOINT (S O.C.)
/�//�\ 4"THICK CONCRETE WITH FIBER
98% COMPACTED SUBGRADE
NOTES: 1. PROVIDE CROSS SLOPE FOR DRA NAGE (2% MAX.).
2. WIDTH OF SIDEWALK NOTED ON PLAN.
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
CONTRACTOR MAY USE PRECAST
CONCRETE CATCH BASINS AS AN
36" X 24" EQUAL.
FRAME AND GRATE TO BE 24" X 36"
8" DIMENSION, HEAVY DUTY CAST
STANDARD STEPS IRON'
16" ON CENTER
-�{6"
'^' ALTERNATE LAYING
..'.••' DIRECTION EVERY
I THIRD COURSE
0 0 0 0 0
MIN 6" WASHED STONE BEDDING
14
L-4
CATCH BASIN DETAIL
12" MIN. DEPTH OF
2"-3" SIZE STONE
COURSE AGGREGATE
6" MIN. DEPTH OF —
2"-3" SIZE STONE
COURSE AGGREGATE
MAINTENANCE NOTES: -
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT LEAVING
1 THE CONSTRUCTION SITE. THISMAY REQUIRE PERIODIC TOPDRESSING WITH 2- INCH
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS,
TEMPORARY ROCK CHECK DAM 13 TEMPORARY GRAVEL v`" -
NOT TOSCALE CONSTRUCTION ENTRANCE NOT TO SCALE L-4
G>
THE
HAYTER
FIRM
LANDSCAPE ARCHITECTURE
LAND PLANNING
30 Parker Lane, Suite 3
P.O. Box 3083
Pinehurst, NC28374
Telephone [phone]
Fax [phone]
FACUM R UaCG iWClltlp SYSIF]lS
Imo Fe00, o
Yoa, TMU*, PA 151M
Ground ♦ice
reffim Home Delivery CO -LOCATION
PACKAGE DISTRIBUTION CENTER AT (#218)
HOKE COUNTY, NORTH CAROLINA
FEDSUBO, LLC
910 Autunm Ridge Court
Mt Airy, Maryland, 21771
OWNER'S AGENT/ DEVELOPER
BASELINE
CONSTRUCTION,
INC.
155 West New York Ave., #200
Southern Pines, North Carolina, 28387
Telephone #: [phone]
Attn. Mr. Gavin Melia
DRAFTING HISTORY I
WORK DRAFTER DATE
80% Review Plan
WLS
3-5-2010
100%CD
WLS
3-16-2010
REVISIONS
(per DWQ and LQS comments
WLS
4-5-2010
The recipient of this data is prohibited from using
any design or drawing information orginally
designed without the express written consent of
The Hayter Firm contained within this document, in
whole or part, for any other purposes than that for
which it was designed.
L-4
DETAILS
PROJECT THE XXXX-YR
DRAWING PATH
T\THF\General\GatewayDrive•Ron Myers\concept
plan.dwg