SW6081105_APPROVED PLANS_20081119

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

1007 r�
WATER AND qEVV8R;, CS --COVER SHEET
PWCCf-FAY
iE'�hL �.__ ___� r���,�,, ._ ��� .. C 1 -EXISTING CON DITIONS
JOHN ALLEI s --C2 SITE - PLAN-
r r e% 1 n A A `l 1 R A I A l n T�1 i� i" /'1 A n _ n 03 ^ M A P'11 A l % 0 C ©^ C% 1Y1 A l P'l 1 A A 1
- 409 Gh cagn Pr e-.5uike 02
FayekW LLe. North CarAUm 28506 \\\
Phone 426b777
F� (9b) 4265777
Nov 19 2008 4 d b ITS
ENR - WATEROUALI .50L2uTiotN�,1Nc
bands$ �pmlWBferRro....r. /k GJJGiNEERIN4/r�SURVTYIN4�SlLTlh7R1YlIGNLnYAfn
OWNER/DEVELOPER----
HORNE BROTHERS CONSTRUCTION
1662 MIDDLE RIVER LOOP
FAYETTEVI LLE, NORTH CAROLINA 28312
910-489-2771
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 48 HOURS PRIOR TO DIGGING IN ORDER TO LOCATE ALL EXISTING UTILITIES
tiltlis'!P] >F,r�
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0274,52
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REVISIONS
-�
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
PIN: 0426-90-M
0436-001024
WEST MOUNTAIN DRIVE
PEARCE'S MILL TOWNSHIP
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone],64
PROJECT
DESIGNED BY•—r
EIIZABETH
DRAWN BY:
SF1W
CHECKED BY:
CHRIS
PROJECT NUMBER: 1
376
DRAWING S(
SEE SHEETS
DATE
11, 2008
MEET NUMBER
�S

ITE �! „
uounr �
� xx-oso cm
DR
NOI�TM
VICINITY MAP
NOT TO SCALE
LEGEND:
'N ECM -EXISTING CONCRETE MONUMENT
OPO EIP-EXISTING IRON PIPE
ERB,_• ERB-EXISTING REBAR
RCP - REINFORCED CONCRETE PIPE
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
TOP - TOP OF SLOPE
TOE - TOE OF SLOPE
SP - SHOULDER POINT
EP - EDGE OF PAVEMENT
SSMH - SANITARY SWER MANHOLE
PROPERTY LINE
- - - - ADJACENT PROPERTY LINE
RIGHT-OF-WAY
s SANITARY 'SEWER LINE
OVERHEAD UIITY
x FENCE LINE
X 2ae.47'SPOT ELEVATION
BENCHMARK
Pr • UTILITY POLE
❑o WATER METER
(5S SANITARY SEWER MANHOLE
Coo SANITARY SEWER MANHOLE
IM ASPHALT
TOTAL AREA: (BY COORDINATE COMPUTATION)
177,146 SF (4.07 AC)
NOTES
1) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2) NO NCGS MONUMENT WITHIN 2000' OF SITE.
3) LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
4) NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
5) THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE
SEARCH AND IS BASED ON REFERENCED INFORMATION
SHOWN HERE ON. OTHER DOCUMENTS OF RECORD MAY
EXIST WHICH COULD AFFECT THIS PROPERTY. NO
RESPONSBILITY IS ASSUMED BY THIS SURVEYOR FOR
ANY CONDITIONS WHICH MAY PRESENTLY EXIST BUT
ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
6) LOCATIONS OF ALL UNDERGROUND UTILITIES LYING
WITHIN THIS MAPPED AREA MAY NOT BE SHOWN O4
THIS PLAN. DEVELOPERS OR CONTRACTORS SHOULD
NOT ONLY MAKE SUBSURFACE INVESTIGATIONS BUT
SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH
MIGHT ARISE BY REASON OF ENCOUNTERING
UNRECORDED LINES OR OF LINES BEING INDIFFERENT
LOCATIONS THAN INDICATED ON THIS SURVEY.
7) THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP / 3720043600J OF THE FLOOD
INSURANCE RATE, DATED JANUARY 5, 2007 AND
MAP / 3720043500J DATED JANUARY 5. 2007.
8) THE BOUNDARY AND TOPOGRAPHIC SURVEY WERE PROVIDED BY:
MICHAEL TATE SURVEYING
3521 CLINTON ROAD
FAYETTEVILLE, NORTH CAROLINA 28312
PHONE: [phone]
497
X
EIP 100
C(P)/
50' FRONT
30' MINIMUM SIDE
/
30' REAR
R6 /
/ o
25' FRONT /
Z
10' MINIMUM SIDE (SINGLE STORY)
12' MINIMUM SIDE (TWO STORY) /
30' REAR / /
ERB
N/F
/ BILLY D. HORNE AND WIFE,
/
FAY J, HORNE
PIN NO: 0426-90-8054
DB 5219, PG 80
0436-00-1024
0426-90-8054
1
ZONED C(P)
I
,
REFERENCE&
08 461, PG 237
it
DB 907, PG 330
DB 3654, PG 641
DB 3665, PG 727
DB 4255, PG 743
497.62'
DB 5219, PG 80 N/F
X e
DB 5247, PG 51 ANNEITE M. AUTRY
DB 5953, PG 328 DB 4255, PG 743
PB 9, PG 28 0426-90-7043
f
I
w
I
N
I
I
II
II
II
1
I
1
I
II
00
/
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER .ICY SI�ERNSOftVAESS Y HANG AND SEAL
_j.(1_ DA.D., 2008.
PROFESSIONAL LAND SURVEYOR - L-4571
N/F
CURTIS B. WILLIAMS AND WIFE,
DONNA GALE WILLIAMS
DB 907, PG 330 ECM
0426-90-8054 500.30'
ZONED R6 X
NB4'52 01_'W
u-1g•bs
N7914.19`W
i STORY
,PBOARD
ERB
N/F
ANNETTE M. MILLER
DB 3665, PG 737 4'
0426-90-9399 X
502-97'
X
E0604.()0
498.59'
x
X
498.43'
500.80'
X
X 497.7
x
I RVA
492.95'
RNE
51
i
4
BLOCK STORAGE SHED
r%
co ONE STORY BRI K 501.17'
,- X
/ 4 498.18'
X 500.29' / ' /i" X
ST HGEEAD
I \ \ \ \ \ \ 494.57' TOE'
\ x \ \ 1- zC
PP 4' CHAINLINK FENfE I 504.9' --504.20' TOP
-7 - 1
SSMH TBM: SSMH
RIM: 503.42' RIM: 506.01'
INV: 495.44' (ASSUMED)
493.16'
x
x
N/F
CAROLINA MODEL
HOME CORPORATION
DB 3664, PG 641
0436-00-5131
494.29'
x
y6y \
\
\
\
\ 497.31'
X\
494.17' \
X \
\
s \
tT
Y \
a� N \\ 500.84'
HAROLD TOLAR
DB 461. PG 237 \ \
0436,-00-302 \
1
498.55" \
X / to \ \
RIM: 506.01'
INV: 497.96'
494.68' TOE
N;;
a \
\ 505.58'
x
502.84' �V497.15'OLD ASPHALT \\
RI WAY \
.80' TOP_
!` FORCE
506.91'
N/F
CURTIS C. POWELL
DB 5953, PG 328
0435-09-5930
ELECTRIC METER
UNDERGROUND
\ ELECTRICAL BOX
\EIP
505.87' SP
- ss s
505.52' EP
GRAPHIC SCALE
(IN Fm )
1 inch = 40 fL
No ■
4o9 Qucago Drive-',)ui{e IL2
FayeHe,ALLe Nmth CwAim28306 \\\
PhD a (910) 42"777
Fax: [phone]
,5oL} UTION6, INc
�c�MN[iziN4 �5ueV[riNG Gp���NhlaurncN uvwr
p`\' \A CAR
Up7j7ji
pQ *essio l
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fl-L�-Do
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
EXISTING
CONDITIONS
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Micidte River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: (910) 323-M
PROJECT INFORMATION
SURVEYED BY:
OTHERS
DRAWN BY:
GREG
CHECKED BY:
SEAN
PROJECT NUMBER:
376
DRAWING SCALE
HORIZONTAL: 1"40'
DATE SURVEYEDi
DECEMBER 20, X07
SWEET NUMBER'
C-1
OF
II
i � �: rig l' � � �• i l �.>. � �,

1007
7� 4 �wom ems' s TF
SITE
7 rA m
h
e� G
n� G &4Sr KTAW OR '
hioffrm
VICINITY MAP
NOT TO SCALE
LEGEND:
ECM —EXISTING CONCRETE MONUMENT
EIP—EXISTING IRON PIPE
EPK—EXISTING PK NAIL
ERB—EXISTING REBAR
NCDOT DISK
SRB—SET REBAR
RCP — REINFORCED CONCRETE PIPE
CMP — CORRUGATED METAL PIPE
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
HCR — HANDICAP RAMP
PROPERTY LINE
— ADJACENT PROPERTY LINE
RIGHT—OF—WAY
CONCRETE
LIGHT DUTY ASPHALT
EXISTING ASPHALT
/
/
/
/
/
/
/
/
/
/
/
/
/ N
BILLY D. HORNE A
/ FAY J. HOR
rDB 5219, PG
0426-90-81
ZONED C(1
I
i
I N/F
ANNETTE M. AUTRY
DB 4255, PG 743
' 0426-90-7043
I�
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY
WHERE EVIDENCE COULD BE FOUND TO VERIFY
LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF
THE SITE, THE GENERAL CONTRACTOR SHALL CONTACT
ALL UTILITY COMPANIES TO VERIFY THE LOCATION OF
THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE
REPAIRED AT THE GENERAL CONTRACTOR'S EXPENSE.
3, ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE, AND PARKING SPACES
SHALL BE PROVIDED BY THE CONTRACTOR AND
INSTALLED PER FEDERAL ADA AND LOCAL
REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR
TO THE FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND
YELLOW OR WHITE ON ASPHALT PARKING LOT).
& HANDICAP PARKING SPACES ARE TO BE DESIGNATED
BY BLUE STRIPING AND EITHER A BLUE SYMBOL ON A
WHITE BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE
IN ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
CUMBERLAND COUNTY AND STATE REGULATIONS.
SITE DATA
OWNER
HORNE BROTHERS CONSTRUCTION
MAILING ADRESS
1662 MIDDLE LOOP ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA
PIN
0426-90-8054 & 0436-00-1024
TOWNSHIP
PEARCE'S MILL
TOTAL SITE ACREAGE
4.07 ACRES
ACREAGE TO BE DEVELOPED
4.07 ACRES
ZONING
C(P) & R6
EXISTING USE
UNDEVELOPED/RESIDENTIAL
GENERAL USE
COMMERCIAL
DISTURBED/DENUDED AREA
171.391 SF 3.93 ACRES
IMPERVIOUS AREA:
BUILDING
15,000 SF 0.34 ACRES
TOTAL
58,581 SF 1.58 ACRES
TOTAL
83,581 SF 1.92 ACRES
SETBACKS REQUIRED C(P):
FRONT
50 FT
SIDE
30 FT
REAR
30 FT
PARKING:
REQUIRED (1 PER 300
SF) 50 SPACES
PROPOSED (INCLUDES HANDICAP
SPACES) 76 SPACES
HANDICAP
4 SPACES
N/F
C. POWELL
53, PG 328
—09-5930
Approved Stormwater Permit Documents
------------------_--- ------------------------- ion a r7rMncewihtresed ,ments is
--------------------- �— nac�uoa.--
- required by the s oT41R''3te^'e^^�'1'k'
rules require that the Stormwater systen oFsiq�ter
Inspect during construction ceMty crntr + w'ith the
plans a,,d specs- and cerht✓ cOmDliance w.t. :he
Stormwater rules (15)\NCAC 2H 1008 (j';
Dete_�z� Li�Id
Permit#$N61$�(�i -.
by Q%-L _---. NC Dlvi, nn of Water QL lily
Dale_
GRAPHIC tl!1-
(MFM)
L inch = 30 fL
4o9 Ckcgyo Drive - 'Suite 112
Faye[WLLe. Nash Carding 28506
(91o) 426-6777
Fax [phone]
bOL_UTIONb,INC
��nrcruN4 �:�zVcnN4�Gr'���-wrr�rrw++�+icur
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SE.V
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PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
SITE &
DEMOLITION
PLAN
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT
DESIGNED BY:
ELIZABETH
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
376
DRAWING SCALE
HORIZONTAL:1'=30'
DATE RELEASED
NOVEMBER 11, 2008
SHEET NUMBER
C-2
OF %
-- -
1 —
-
a; ,,(1

CLAY LINER SPECIFICATIONS: (12" MIN. THICKNESS)
PROPERTY TEST METHOD UNIT SPECIFICATION
CONSTRUCTION SEQUENCE EROSION CONTROL NOTES
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE R **NO WETLANDS EXIST ON THIS SITE 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
PERMEABILITY ASTM D-2434 IN
CONSTRUCTION CONFERENCE. /H 0.01 FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT SHALL BE REMOVED AND
2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY DIVERSION BERMS AND PLASTICITY INDEX ASTM D-423 & % NOT LESS THAN 15 PROPERLY DISPOSED OF ONCE IT HAS ACCUMULATED TO HALF OF THE
D-424 DESIGN OF THE TRAP. GRAVEL WILL BE CLEANED OR REPLACED WHEN IT
TEMPORARY SILT FENCE WHERE SPECIFIED. NO LONGER DRAINS PROPERLY.
LIQUID LIMIT ASTM D-2216 % NOT LESS THAN 30
3. CONSTRUCT PERMANENT WET POND TO BE USED AS A TEMPORARY SEDIMENT CLAY PARTICLES ASTMD-422 % NOT LESS THAN 30 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
BASIN DURING CONSTRUCTION. PASSING INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION
CLAY COMPACTION ASTM D-2216 % 95% OF STANDARD PROCTOR SHALL BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS
4. CLEAR AND GRUB THE SITE AS NEEDED. DENSITY TAKE PLACE OR AT THE EARLIEST POSSIBLE POINT DURING
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN CONSTRUCTION.
A GEOSYNTHETIC CLAY LINER OR GEOMEMBRANE LINE CAN BE USED IN LIEU OF A
GRASSED. CLAY LINER. THESE LINERS SHOULD HAVE A HYDRAULIC CONDUCTIVITY OF LESS THAN 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
6. INSTALL UTILITIES. 5X10A-9 CM/SEC. A MINIMUM OF 12 INCHES OF SOIL COVER SHOULD BE PLACED OVER CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
THE LINERS. IF A GEOMEMBRANE LINER IS USED, THEN IT SHOULD HAVE A MINIMUM ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT
7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. OF 30 MILS AND BE UV RESISTANT. GEOTEXTILE FABRIC SHOULD BE PLACED ON THE CONTROL PLANNING AND DESIGN MANUAL.
TOP AND BOTTOM OF THE GEOMEMBRANE FOR PUNCTURE PROTECTION. THE SYNTHETIC
_ 8. PERFORM FINE GRADING. LINERS SHOULD NOT ADVERSLY AFFECT THE AQUATIC OR PLANT LIFE IN THE PONDS. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A
ECM MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING
TN 9. INSTALL AND PREPARE BASE COURSE. ..ATTACH A 2 INCH FAIRCLOTH SKIMMER / RIP RAP DISSIPATER ACTIVITIES.
CLASS 1 STONE
(OR EQUAL) WITH A 2 INCH HEAD TO THE -. WITH FILTER FABRIC 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED
10. PAVE ACCESS DRIVES AND PARKING LOTS.
RISER FOR DEWATERING THE SEDIMENT BASIN ( - -. ONTO PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A
DURING CONSTRUCTION. REMOVE THE SKIMMER l LENGTH: 10' DAILY BASIS WHEN TRACKING OCCURS.
VICINITY MAP 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. AFTER CONSTRUCTION IS COMPLETE. WIDTH: 5'
LPIC 4, THICKNESS: 12" 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM
NOT TO SCALE 12. REMOVE SEDIMENT FROM PERMANENT WET POND. �F - ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL EMERGENCY SPILLWAY 5f� R9\\ HW-1 INVERT:493.00 ItFOR MORE THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY MULCHING,
VEGETATIVE COVER, TARPS, OR OTHER MEANS. CONTROL EROSION FROM
TEMPORARY MEASURES. CREST ELEVATION: 496.33' b ALL STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
LEGEND: WIDTH: 20'4 SPECIAL NOTES: TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES MUST BE NO
Ojl 1.WET POND SHALL BE USED AS A TEMPORARY SEDIMENT BASIN DURING ECM® ECM -EXISTING CONCRETE MONUMENT 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE AREA SHALL BE LINED WITH �- LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER LINE AND SHALL BE
Eip DETAILS HEREIN AND ACCORDING TO THE NCDENR EROSION CONTROL MANUAL 6" RIP RAP 18` THICK. '✓6. 34 LF of 15' CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETE AND SITE IS STABLE, COVERED IF LEFT MORE THAN 24 HOURS.
EPKOO dP-EXISTING IRON PIPE RCP 0 2.15% THE WET POND SHALL BE RESTORED TO DESIGN DIMENSIONS.
2. CLAY/IMPERMEABLE LINER SHALL BE PLACED IN THE BOTTOM OF THE
Q EPK-EXISTING PK NAIL - 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN
ERB,ERB-EXISTING REBAR POND AND EXTEND UP TO ELEVATION 493.83'. IF A CLAY LINER IS USED, PLACE UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
THEN A 4 INCH LAYER MINIMUM OF TOPSOIL SHALL BE PROVIDED ON THE INSPECT TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A
NCDOT DISK / �" VEGETATED SHELF FOR PLANTING. DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR ROTTED
N/F - NOW OR FORMERLY \ RI-1 3. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE EROSION CONTROL DEVICES IMMEDIATELY.
SEEDED WITH BERMUDA GRASS FOR A PERMANENT GROUNDCOVER.
R/W - RIGHT PONTWAY \ INVRIMERT: 49 S. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH
HP -HIGH ININVERT: 493.34 HAVE BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH
LP LOW POINT / \ GRADING OR SITE BUILDING CONSTRUCTION OPERATIONS ARE NOT
PROPERTY LINE EIP \ RIP RAP ELONGATED ACTIVELY UNDERWAY AGAINST EROSION DUE TO RAIN, WIND AND
BERMS O EL493.90' RUNNING WATER WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
- - - - - ADJACENT PROPERTY LINE / 4 \ \ gpf 1' CONTROL MATTING, AND/OR SODDING AND STAKING IN GREEN SPACE
TIE LINE g'( AREAS AND OTHERWISE APPROPRIATE MEASURES. USE EARLY
RIGHT-OF-WAY \ �pORPQc 1\ APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
------ -x+ - ---- SANITARY SEWER LINE 3 - m � 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER
STORM DRAINAGE PERMANENT WET POND THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND
- Loc- LIMITS OF CONSTRUCTION \ WATER SURFACE ELEV: 493.83' PERMANENT VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED
SF -SILT FENCE -,;- �� 'mom HIGH WATER ELEV. 495.06' THAT NCDENR APPROVE THE ACTION PRIOR TO REMOVAL.
\'. EMERGENCY SPILLWAY: 496.33' 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH
- Div DIVERSION BERM � /h_ � U' . \
�-- \ TOP OF POND. 497.33
F UTILITY POLE - � / \ 9� \ > m pE THE INITIATION OF CONSTRUCTION ACTIVITY.
q WATER METER ' / \ pPPRSf 0 F $ IN RTT OF SEDIMENT BOTTOM OF STORAGE: 487. IMENT CLEAN OUT. D MENT
P ( 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE
Q TEMPORARY INLET PROTECTION \. 'o 1 PRECEDENCE OVER ALL OTHER CONSTRUCTION ACTIVITIES.
° CLEAN OUT \ in � � \ \ 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
SANITARY SEWER MANHOLE / 093= - \ g3. '�,� PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS
]CIP RAP
ONCRETE ECM �ENgERk'.'kg2. N r \\ PROJECT.
m
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
\' OF \O STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
sg Q7Ojr �( 9 .8 SOP r LIMITS OF CONSTRUCTION RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
3.93 ACRES REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
2 - P -1 0 DESIGNED.
: GRADING NOTES / ` 7 0 IN 4 2 �O \ \
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF PAVEMENT / \ \ MPORARY BAF0
14. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND INLET
OR FINISHED GRADE UNLESS OTHERWISE NOTED. PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR 0. 50 9 �. FOREBAY D / 00 \ WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
ALL LAND DISTURBING ACTIVITIES AND ENSURE ,tS' / / q. - 49l 4I \ \\ 1 . SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
COMPLIANCE WITH THE APPROVED EROSION AND " g'� " AFF7C i 5
R
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR /' 4 /'`�/ `O { 8" T L BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL
SHALL INSPECT AND MAINTAIN ALL EROSION CONTROL /�/ .0 198570 H PE 239% I \�G0 BE REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER.
DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON EIP cS' Y I RAC \
NEIGHBORING ROADS. v 45 - `6 p } - \ 16 PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND
- ° 1 ! '"'L \ FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED _
3. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND / / / / --_ I \ BY VEGETATIVE COVER 0 R ADEQUATE EROSION CONTROL VI
STRUCTURAL EROSION AND SEDIMENT CONTROL / _ - - _ � \�qi i� \ OR STRUCTURES. IN ANY EVENT. SLOPES LEFT EXPOSED WILL, WITHIN C 21
/ TRANSITION'FROM DI-1 i CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ,;' 1 \ _ _
' 3 FLUSH TO 6" GRATE: 498.81 i 0 _ PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
ACCORDING TO THE MINIMUM STANDARDS AND -. INVERT:496.75 'L GROUND
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND / t - TURNDOWN CONCRETE \S , i COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN
SEDIMENT CONTROL HANDBOOK % 0 63 ERB EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT
\�i \ GROUND COVER SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE o - / - o \ / \ FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, - % DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; NO ERB J ' • . .9 ' : CONSTRUCTION DEVELOPMENT.
FILL SHALL BE PLACED UNTIL PREPARATION OF THE PROPOSED BUILDING
EXISTING GROUND HAS BEEN COMPLETED. ( 15,000 SF e \g / \\ 17. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL
% I ° FIFE: ADDITIONAL MEASURES REQUIRED TO
`, \ MEASURES
THE 6 SEDIMENT DURING THE COURSE OF CONSTRUCTION.
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE O � / '
CONTRACTOR AND THE OWNER TO PROTECT ADJACENTNoo
/ \ 18. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
PROPERTY, PUBLIC AND UTILITIES DURING GRADING 00 TEMPORARY :\
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY INBERMRM MULCHED ACCORDING TO THE DETAILS HEREIN.
FOR THE UNDERGROUND UTILITY PIPES, CONDUITS, OR o I ( iD QL\ DIVERSION BE \\ t9 THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN. v -,
.03% \ 49\ SITE IS CHARLES HORNE. CONTACT 910-489-2771.
6. ALL SURVEY MONUMENTS SHALL BE PROTECTED AND
PERPETUATED IN PLACE. ANY DISTURBED OR COVERED -• O\ Y - \
MONUMENTS SHALL BE RESET BY A PROFESSIONAL
LAND SURVEYOR. IF AN ON SITE MONUMENT MUST BE O
DESTROYED THE LAND SURVEYOR OF RECORD MUST BE Or I i o - \
NOTIFIED A MINIMUM OF 2 DAYS PRIOR TO DESTROYING CONCRE -1 2.00 P
THE MONUMENT. CURB STOP - -
(TYPICAL
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
VERIFY THE LOCATION OF ALL UTILITIES OR
NOT SHOWN ON THESE PSTRUCTURES ABOVE AND BELOW GROUND, SHOWN OR
LANS. THEY WILL BE HELD
RESPONSIBLE FOR ALL DAMAGE TO ANY UTILITIES OR o
STRUCTURES CAUSED BY HIS OPERATION. I I In
B. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED L03�' '` i ( / .� - _. _-S2 - 7: 50.-
BOTH DURING AND AFTER GRADING BY THE I - TRANSITION FROM 1 CONC. '
CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY ' , FLUSH TO 6" - FLUME 502.26 \\\\
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS - _
,Iy�f� TURNDOWN CONCRETE / / �•�.� �,
A SLOPE STABILITY PROBLEM THE ENGINEER OF RECORD U I I 1 �? - 502 u ::u=nests
SHOULD BE NOTIFIED. o a. a n: °. +.. .. \\ .<nce e.
_ 9. - regwrr r„ ewmlwater pC ,it North aro�ina is
50 °1 "-. - _ -. - �, S, _ A rules rer,l e 0hut the stormwa'�r system designer
o r " `� !osfx-d „"er" constn ctc,
9. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT � ! +, , - _.-- _y � -- � --- 50� , - c, �'.. � � . 9
SHOULD BE GRADED WITH 3: 1 SLOPES AND 502.0 tt - i. I 1 ' V•, A - - ,e. r cnnferm.ty with the
Pane -� Y -oecs, and uIrihr co -re with the
SURROUNDED BY SILT FENCE. o ..-. ,. - _ y _ . _ram/ r,' I \ stornrw. tr r rUI,F, ( 156, j; , 1 vtgr
5114-'�' ' \\`',, Pemat': 5(+`1�r4�ilCr_ late 11�'1f
10. APPROVED COPIES OF THE GRADING AND EROSION / `' - _ . 50 ! .�- i 1 / o --- -- e1 "-._
CONTROL PLANS SHALL BE ON THE PERMITTED SITE - i - ; "' \ \\,` \ I'1'- 44��v,ion of Wa+ar r_ua(+
_ ,�
WHILE WORK IS IN PROGRESS. I 1 .._/,� 4 ' (� �... '\T h7oo tt ,n ❑.,a.
HP ev
11. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE .r _ - - s,� \ `•
'i
REMAINSHALL
- TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES
TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE -- -. .__ ____. _.
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE / ECM �� r' ' ' - -.
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. . _ _ _ PP .. y I --- "" - - _-" -�- --- -- -505- _I �_ _ - _ - 1 -�} - __ - - __ - - - - _ pp
--- - - -
„
12. ANY DEVIATION FROM THE APPROVED GRADING PLAN EIP - __ .__ yr -505 -f 1(11-- --- -__.. .-_ _ _.i i2 F ECM F,y '
SHOULD BE REPORTED TO THE ENGINEER OF RECORD _. ___- , - ss -L --- - - f-- 1
PRIOR TO IMPLEMENTATION H THE CHANGE. - - ss --_ ss
�SMH - ABANDOttlEG
13. ALL SLOPES 3:7 OR GREATER THAT EXTEND TEN FEET WEST MOUNTAIN DRIVE - SR 1154 \
OR MORE SHALL BE LINED WITH NORTH AMERICAN 40' R/W - PUBLIC STREET
GREEN 375 TEMPORARY EROSION CONTROL BLANKET OR
EQUIVALENT. - ------ - ---------_
.. - --
•'I' b N/16
-16" CI
SSMH++: tAF. SSMH
TEMPORARY CONSTRUCTION RIM: 503.42' r` '. � RIM: 506.01'
ENTRANCETYP)
,p;��r,<r iiJ'✓r 497.96'
( INV: 495,44' �,
30 a 15
GRAPHIC SCALE
( IN FEET )
1 inch = 30 &
120
409 Chicago Drive -'wile 112
FaxAt,,vilJe, Narfh Carding 28306 \\\
Phone,.(910) A2"777
fax--(910) 42&5777
4D SITE ����
�0L] uT10N�, INc
�GNGINGCRIN4/r���RVLYING�C,O3�LTlSiRLRIGN LdYGIrT A
;�c4111t 1/1//
EAL '
027452
.�e'� S E111 71i`L�PoV?�`
09
REVISIONS
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
GRADING AND
EROSION
CONTROLPLAN
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
ELIZABETH
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
376
DRAWING SCALE
HORIZONTAL: 1 "I
DATE RELEASED
DECEMBER 10, 2008
SHEET NUMBER'
C-3
OF 8

■� .
VICINITY MAP
NOT TO SCALE
LEGEND:
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP
EPK (9 EIP-EXISTING IRON PIPE
O EPK-EXISTING PK NAIL
ERe,= ERB-EXISTING REBAR
NCDOT DISK
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— — — — — ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
--' STORM DRAINAGE
r;y i UTILITY POLE
r�,' WATER METER
CLEAN OUT
SANITARY SEWER MANHOLE
rj,jR1P RAP
n CONCRETE
4975%1'
x
EIP
/
/
/ W
/ N
/
/ ERB
/
/
/
/
/
/
1 j
II
i
t
I 497 62'
1
I " '
1 W
1 T
1
1
1
I J/
Ilt //f
1 �
II
11
Po
12 PVC 501.25, SP n SOi-3 P
0121' EP
SSMH
RIM: 500.60'
INV: UNOBTAINABLE
1Al i 6
ECM
y,
49C.5
llp 'A,
_
N
' y
r C
f k
INVE" F '93.34
�.-
400
LIP/
/ \
/
'. 3 // •R
m
497 72'Val
/
J�2NNA LAREA
3.88 ACRIb (168.949 3
y X 4
48.43'
� \ V
ECN 0 \ \
500.30' - m14 \
e
v\
It , T 4 9 2 D .A7'
513 \
J � \
/I 500 `� 196 5z F IpV-E
1 f A
( 0 49
p c l0 n m ♦ . . , . �.: � 4
-� \\
DI-1
CRATE 498.81 +.�.��•
f INVERT 496.75 500, 0'
ERB
/ \
�N84.52' 1 99:03
PROPOSED BUILDING \49 /J
15,000 SF \ 1502.83 i \
r \`
\
i \
r, Bi OCii Sli}RtiGE SHED \\\ 499pp
.1r
x ONE srcRY o.icr:
946 \\ 505.58'
t i
x x
� \
ONE "irjRY E �h
'CLAPBOARD
7; •! 50284 A
7 -.
'
OLD ASPHA_'
a
9 �.. a . ,.. '.; a - �' t/ /' f ._ � CRiVE44A'•zr
\\
V
i
495.�7, E EC T IC METER
, r r
_ i'
A
�1Atttt'7,
J ` -
UNDERGROUND
!, _50'L ELEC RICAL BOX
i
l
_._... ,, 501.8a' TOP
' \i`, EIP
i DID EC904.00 = � ..�I PP 4' CHrI•.Li"!K FcNfc .,u-8 -- - --- 50q-.2(i ':�a __ .,t75 PP <•�-- 5n6.97` PP
' '14''9"W Tr7[. __._.- S'�8'i,. eV 4�5.3'• '..°"-- ,b - - --- = i,. P?,I --. 505.89'
____ tzz. - t Ft]R� .ECM
� .;.a.�6 _t '/'"` �—ram V•.. ____- - _.«..___.__ -__- ��' —._.. _ _ O' -' � � ..-„
SSMH
RIM: 593.-' 1-"
INIV 495.44'
EW, SSMH
506,01
(ASSUMED)
RIM 506.01
!NV. 497-96
4409 Ghicaga Drive -SuiL- 112
2aso6
?hv(910) 42"777 \\\\\
_m: (91o) 4265777
LSD 5ITF-
SoLUTION6, INIC
�C11pMEEfLNG�JVRVLYING �'4�J�CLNJTRIKTILN LAYA/r
� iE 1 Sl,f, ,f
61
EAL
02-74;
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
DRAINAGE AREA
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
EUZABETH
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
376
pro tip S; aodacitdcmnscrne whthesee ocuatis DRAVANCSCALE',
regwred b r - s or
rules rF,ur e tn�t ihP stormwater conf designer HORIZONTAL:1" 0'
InsD,ec N-,onst, ictr,n certify ccnfumnN with the
and ce'tlty con Ian e with the
sonny terriles.(15ANCAC
Permit 4W 60Y,f i �.._._ _
Dot—liq��x
by �� NC Drvlcio'j of Wafer 9lity
Sheets �3.� ,_ttu..ls�,r .: 1_T
DATE RELEASED
GRAPHIC SCALE NOVEMBER 11, 2008
SHEET NUMBER
i inch = 30 111 C-3m
1
OF

rom
n
VICINITY MAP
NOT TO SCALE
LEGEND:
Eeta® ECM -EXISTING CONCRETE MONUMENT
EIPro) EIP-EXISTING IRON PIPE
EPK -
p EPK-EXISTING PK NAIL
ERB,-. ERB-EXISTING REBAR
" NCDOT DISK
5RB SRB-SET REBAR
RCP - REINFORCED CONCRETE PIPE
CMP - CORRUGATED METAL PIPE
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
EIP� /
ECM
1
_
-
Hw_i
IS'thL 492.00
,i;f
�\
1 `L
1
UTILITY NOTES
1.
HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
APPROXIMATE UNLESS OTHERWISE NOTED.
2.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES AFFECTED BY THE PROPOSED WORK.
3-
THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND
PROTECTION OF ALL EXISTING UTILITIES SHOWN, ALL EXISTING U11UTIES NOT
SHOWN, AND ALL PROPOSED UTILITIES ON THESE PLANS.
4.
THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS
5.
PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM,
ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING,
CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
6.
MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER
'
LINES SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE.
MINIMUM VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER
SHALL BE 24" UNLESS NOTED OTHERWISE.
7.
ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE
WITH PWC AND NCDENR TECHNICAL SPECIFICATIONS.
8.
ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE INSTALLATION.
9.
ALL SEWER SERVICES SHALL BE 6" PVC WITH A MINIMUM SLOPE OF 1X
10.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND PWC A
MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND
SANITARY SEWER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE
ENGINEER OF RECORD AND PWC 48 HOURS IN ADVANCE OF ALL TESTING.
11.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR
TO BEGINNING CONSTRUCTION.
12.
EXISTING UTILITIES NOT FOUND IN THE FIELD DURING SURVEY MAY REQUIRE
DEMOLITION. NO UTILITIES SHALL BE LEFT IN PLACE THAT CROSS THE NEW
LOTS UNLESS RUNNING ALONG A LOT LINE. IF ADDITIONAL UTILITIES ARE FOUND,
CONTACT ENGINEER PRIOR TO DEMOLITION.
13.
ALL ELEVATIONS ARE IN NAVD 88 DATUM.
---------PROPERTY LINE . \ \ 14. ALL DUCTILE IRON PIPE USED FOR SANITARY SEWER SERVICE SHALL HAVE
ADJACENT PROPERTY LINE \ GRIFFIN "SEWPER" COAT, OR PROTECTO 401 LINING.
TIE LINE
RIGHT-OF-WAY
—._A -- SANITARY SEWER LINE *NOTE*
STORM DRAINAGE p
WATER LINE / \ 1. EXISTING WATER AND SEWER SERVICES SHOULD BE LOCATED AND ASSESSED
- -' FOR VIABILITY BEFORE NEW SERVICES ARE INSTALLED.
SIGN \
® MAILBOX - \ 2. IF EXISTING SERVICES ARE ACCEPTABLE TO PWC AND THE CONTRACTOR, THEY
T) TELEPHONE PEDESTAL ` ' \ SHOULD BE UTILIZED.
rP • UTILITY POLE;rr;l,., / \ '��, \� 3. IF EXISTING SERVICES ARE FOUND TO BE SUBSTANDARD, PWC SHOULD BE
C GUY WIRE°' -' 3
- ` CONSULTED ON THE PREFERRED METHOD OF TERMINATION OF THE EXISTING
LIGHT POLE I ,. ECM \
_ SERVICES.
l
]TRANSFORMER
IQ WATER METER 1 \
C4 WATER VALVE
CLEAN OUT
(SD SANITARY SEWER MANHOLE
y „
EIP ' Ao
/ I DRAT 49PQ1
/ r 1 ERB
N84'52'01 W 99.03 \ '
ERB PROPOSED BUILDING
/ I
/ I 15.000 SF �
/ / I FFE: 502.83 /
/ / d
1 ,
f I.�
h.
EX. CLEANOUT
1
' �, "SEE NOTE'
r
1
1
I -
r
f �
1
/;
f�
'i
TOP: .. K/,
z/ :fir • T%j \�,
52.0 Lf of 4" - 56.8 LF OF 1"
f 1
SEWER LATERAL- rn PVC WATER, SERVICE
5
BACKFLOW , o \ —
` PREW� TERS i" IRRIGATION
^_ C METER \ � � .
I ECM .-TOP: 502.83 EX. WATER METER 1 .._ __-. __. �, EIP
PP PP _ *SEE NOTE* '1�..... ; c 1 I _.-. _ ±'- _. _._- `5D5— -1 PP �' - PF
EIP ,_.- _.. -_1 WATER " - �.a.. `1L _ _.-�._-_...._e_ _... �. - - - - - - -'",Sj 12" Pi.^r:CE MAiN:. _ECM I PPS
_.._. , METER .. _. _-.;;,.-- .y -- .__,.,.. ss
12" PVC
(^ �— ss — ss J.— z7 _- _. _ S.,MIi - AEC,taCOivEC
.J. �-PAVEMENT CUT - _.�
,,... /..
.� 10.8 LF of 6" .;
RIMS 500.60' SEWER LATERAL 1" PE LATERAL ,
INN: U;-IJETAN ABLE _,__,,—PAVEMENT CUT /
�Wlv.Yi6 W-k6 Nir _ Rib cI _b _._W,
.1. 6
PE LATERAL W16 �6" Ci TAPPING __o`_C
SLEEVE ._.,
SS9i`+. (tsM 54N `5MH
- c < T, M: 06-01'
,<!M: 503.42' RIM: 06, U1'
INV: 49�_.44' (A:;SUME") IWV. 497.96
GRAPHIC SCALE
(MFEET )
1 inch = 30 fL
409 Qecago Drive -'cite 112
FareLLe ftL Nora, Carolina 28306
PmDh (9i0) 426-6777 \�\
F— [phone]
4d S1TL
50L_UTION 1Nc
�FJJGINEFRItY �6URVLYING�Gp6�2N5iRUCldM LAY0.q
■ REVISIONS
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
UTILITY PLAN
CUENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]M
PROJECT INFORMATION
DESIGNED BY:
ELIZABETH
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
376
DRAINING SCALE
HORIZONTAL:1 "=30'
DATE RELEASED
NOVEMBER 11, 2008
SHEET NUMBER!
C-4
OF

4o9 oiicagn Drive - uHe IIQ
Fayetteville. North CardirM 28306 \\\
12' Phone [phone]
FILL POST WITH F- [phone] r
r CONCRETE. IT C
' °6 �6 .BOI,.LARD 4" REF IZED ORANGE 5 o L u T I o N� F I N c
PAINT STRIPESTRIPESSPACED 12" O.C.
• a 2'-Q" �EN;INLTRINC,�JURVEYING�,PJ�(LNJTRL�IUM LAYOJT
FINISH GRADE SF9.5A G$F9.5A 119.08 35 3.5 0 6' DIE STEEL PIPE
�RADEPAINTED BRONZE.
CONCRETE a
COLLAR FINISHED GRADE OR
ASPHALT AS REQUIRED.
20' PANF_NT
j WCOMPACTED
lio
�1� ` �yT. "�� \ ..,;Ij - ✓✓
_ MEE=
Icy
p CONSTRUCTION 1 �,�}- Y _ �I _ ALJOINT io I 3,000 PSI. CONCRETE BASE 027452
6'COMPACTED CARRY BASE COURSE 6" ABC COMPACTED a F 6' 6" BEYOND SURFACE COURSE A ✓✓ �� G`•'•` �•
AT LOCATIONS WITHOUT AFR ; •'i S ......••'
SUBGRADE\-COMPACTED CURB AND GUTTER SUBGRADE ,- - - , ✓ir QN��..T apLO`��O
CARRY \-BEYO D SSURFACCERSE COURSE - --
�A ll311fi1���
AT LOCATIONS WITHOUT '- IZ•IZ'0v
CURB AND GUTTER 6' 6' 6'
1'-6'DIA
NTS NTS NTS NTS REVISIONS
1 LIGHT DUTY PAVEMENT 2 HEAVY DUTY PAVEMENT I 3 DUMPSTER PAD 4 6" BOLLARD
1 B" RADIUS 1 8' IEMe BOnH ARu 15 WSBIE 1. TR NCAUED DING SHALL
/ JOINT SEALER / �~ NOSE DIAMETER CORN Y-0' IEWEN AD
ACCESSIBLE PARKING REQUIREMENTS pprFUwcm' o 0 0 o a o
1/6' TO 1/4' �- MINOUNI NUMBER MeaMUM NUMBER OF A 51D1 o o a e a m D.m'R ON t' iE
J� 4' � PROLBED OFSRAGVCESSBTEREGSPACES GR AC TO BE VAN ACCESSIBLE ` Still (d § o a a a a TOP
� N NO OF � 2 OBTAIN COMIAM
4` ACCESSIBLE ROUTE s e • ®a a a a
1 TO 25 1 O © © ' S� HTH R UCHi
L ® © © © © (SEE NOTE 3) nIw I� OF THE BAa DAiMSOO IRHI -0D L
MN. 0i m Ili I.r m 0VM4 tlt OVPT-0N�Ii1T
I I JOINT FILLER 2B To 50 2 1 RESERVED �_°�'i AX SFAIIDNOE C9ABWC 11E
1 2'-14- 51 TO 75 3 1 RESERVED PRFCIST CLASS g
/ GROOVE JOINT IN SIDEWALK PARKING MIRCO MUTCD B o T' � E711ME RlMp
PARKING PARKING �Z�ooNCWTE
TRANSVERSE EXPANSION 70 TO 100 4 1 R7-I
JOINT IN SIDEWALK 101 ro 150 5 1 N
12".11B• OISAili 12'''R' ® MDTCD �` A TRUNCATED DOMES
R7-e
151 ro 200 B 1 PASSENOETI 12•KIW
201 ro 300 7 1 LOABINn W
ONLY SIDEWALK (W SAD)
7, 301 ro 400 B 1
CUM
401 ro 500 B 2 VAN R7-au
ACCESSIBLE Ir.r REOUIREDACCESSBLE MAXIMUM R7-LAID ISOMETRIC VIEW rn`Drt S=
I IN EVIi R RESERVED PARKING SIGN PENALTY 12'A• ! GIEIIFR SIOIII 1% 111 ROMP 4'
501 TO 1000 2R OF TOTAL ACCESSIBLE SPACES $ 250
ASPHALT
5 THICK CONIC.TE_�, _
MA%IMIUM
SIDEWALK 1001 AND OVER 20 PANS 1 FOR 1 N EVER/ B PENALTY R7-BD S
6" EACH 100 OVER AGOG ACCESSIBLE SPACES $ 250 72-4• g' g' $' g'j' $' I I
-- 1 SEECTIO1I,4.1. ((5)FOFOF THEAMERICANS
ICAN F7ITH D15�'� ACT (�).
_ VAN SECTION B-B
1 = 11�` ACCESSIBLE (MINIMUM DIMENSIONS) OPNBDII
6" '- SSHHLM'LZ•BE BBMOUN AT 7 FEET ACCESSIBLE SIGNS R7-BGRRADE SPACE R
_ TO BOTTOM EDGE OF SIGN FAGS MUTCD). 84 5,-e W-V TOP OF
BMOUNTING HEIGHT CAN BE To
PLACED ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT uEWeDNMIT sDaw% TRANSITION CURB TRANSITION PROJECT NAME
SIDEVIVALK AMPEDESTRIANS ARE NOT EXPECTED TO USE NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
2 RETTR ro MANUIM_ ON UNIFORM TRAFFIC CONTROL DEVICES. (MUICD) •`4/ CLUTTER
NOTE: U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLIN / e A JWW sIOPFS ITT
DEPARTMENT ESSIBDFOUTE IS ARMS SIDEVIIALK PARKING SPACE PAVEMENT MARKINGS m°�'2'(B'3x,
1. PROVIDE CONTROL JOINTS . DISTANCE EQUAL TO WIDTH E.J.3. F ACCESSIBLE ROUTE 2 A RAISED ZOEY R AREA, THEN SECTION A -A WEST
SIDEWALK, PROVIDE 1/2' IXP. JOINTS WITH PRE -MOLDED J. RAMPS ARE REQUIRED AT LnAORIc ZONE AREA PLAN VIEW ND16:
FILLER AT MAX. 3O' O.C. 4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SGNAGE SHALL COMPLY 1. NVDCAP RIPS SHALL RE RACED AT ALL RAIDIOIP PAUM STN15.
WITH CURRENT ADM REOWRI]PNIS. dYD1IAL ROMP 2 HNG THE NIPS SHALLROAD AT MTATI FDIC THE NA NTS MOUNTAIN
2. CONCRETE COMPRESSIVE STRENGTH SWJl BE 3000 P51. NTS NTS (� ,.L 25' ROM �, NOG THE `)OSl"C ROAD D AL ANEW ROT° Cd.00,b16
IN 28 DAYS.
[1Nm PW®IE FOR ION ]
5 TURN DOWN SIDEWALK 6 HANDICAP SIGNAGE AND PAVEMENT MARKINGS 7 F HANDICAP RAMP WITH TRUNCATED DOMES WAREHOUSE
PVC VENT PIPE --\,INLET
MASH RACK
BELOW W7.AL)TER SURFACE T�A1.N.LJ ��aT.LJ
RISER F
Ilk -f �J- - - - -��\-J - i-�`�'%EDGE OF �NNORRI�jMAL POOL
L�df�(- - [�(-Q`'��- - - - -
• 4• T+1C SCREW b V 0 yrr M -1+Tr Lti 'I.IY `u.� FLEXIBLE HOSE SITE, STORM, &
,YNIBHfD �-- TYPE PLUG . .` EROSION
GRADE,
j 4• PVC SLABBED
INTO BOX 4• PVC TEE UPLANDS (ABOVE WATER SURFACE)
�11C WEEP HOMES POOL SHALLOW WATER PLANTS SHALLOW LAND PLANTS J7 ELLV 4 .06' _ _ _ _ _ _ _ _ HIGH WATER SURFACE (1 YR) �i .
CONTROL
ELEV' 49383 _ Nnnwl WATER SUFFICE ` \° �� SCH 40 PVC �� **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH k SON INC.
PERMANENT
P COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME TD.T DETAILS
-D PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
B FOXTAIL ALOPERCURUS HOWELLII JOE PYE WEED EUPATORIUM FTSTULOSUM�' - F�:
1H. rm rt 12• i I88'3JY/ - - �� j; MAINTENANCE
48
PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA ELLVT ��� ��� INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVEN AND REPAIR IMMEDIATELY. REMOVE
VEGEI�!:�/'� SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGNr OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE
�,,, 1F SHELF TD SUCH THAT THE SEDIMENT UNDERNEATH R CM BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. LACE SURE THE VEGETATION GROWING IN THE
LIZARD TAIL SAURURUS CERNUUS ELDERBERRY SAMBUCUS CANADENSIS SHELF
BOTTOM OF THE BASIN DOES NOT HOLD DOWA' THE SKIMMER CLIENT
1.5'/� l- PVC GIP WITH �AL
RIFT dau.ED HOLE L>_) BULLTONGUE SAGITTARIA LANCIFOUA 1111L SILKY DOGWOOD CORNUS AMOMUM SEDIMENT STORAGE (1' MIN) REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
SECTION A -A VT
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER M THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND HORNE BROTHERS
DISLODGE THE D03MS AND RESTORE FLOW. IF THIS DOES NOT WORK. PULL THE SKIMMER OVER TO THE SOU OF THE BASIN AND REMOVED THE DEBRIS. CHECK
NOTES NOTES THE ORIFICE INSIDE THE SOMMER TO SEE IF T IS CLOGGED; F SO, REMOVE THE DEBRIS.
1. WEEP NOTES SHALL BE EVENLY DISTRIBUTED AMONG 1. PLANT SPACINGS SHALL BE A MAXIMUM OF 48 INCHES ON CENTER. CONSTRUCTION
s1RLNOTUE A e D D ICES THE THRESEPARATION E RECEIVING SIDES. 2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. I- THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHRNG 2 WAWTHE WEEP HOLE SHALL BE MAINTAINEDDBETM'WEENBTTIHE SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER. WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
R-1D w5u 4IJ.73 1! IO3.0.1 ' VVEEy HOMES 3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTLIZE AT RECOMMENDATION
1 OUTSIDE RISK DIMENSIONS L-4', Vi
"WEEP HOLES SEAL NOT BE INSTALLED DURING THE CONSTRUCTION. INSIDE BSER DIMENSIONS L-S. III FROM SOILS ANALYSIS. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REWIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA EMBANKMENT, SPILLWAYS, AND DURET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
CONVERT
WEEP CONVERTED HOLESARE TO BE ANTO A PERMANENT WET
WET ET POND. ONCE THE SEDIMENT BASIN IS NTS 5. GRASALL FOR INSTALLATIONS SHALL R UNNDM V QUALIFIEDQUALIFIED PROFESSIONAL. NTS NTS NTS
1662 Middle River Loop
8 STORM BASIN RISER DETAIL 9 VEGETATED SHELF PLANTING DETAIL 10 WET POND X-SECTION 11 FAIRCLOTH SKIMMER Phone: (910)
&0t 277rQlina28312
Pnorle: (s1o) aas"2n1
DRIVESTEELPOSTSUITINTOMEGROLAND
SUIXOAVATEAPXC ATTACHVARE FFNCETO PMPSXNDE%IENO MOTES:
ME Fax: [phone]W
TRENCHUPHILLALONGTHE LNEOF EXDAVATp TRENCHFENCEB'NTOUT
POSTS EXA METR TRENCH AND TURNEDOUL
N THE TRENCH, 1. WIRE SHALLBEI MINIMUM OF6 OF ES VATH 1 N STAY
S AND
TOPE BOTTOM STRAND SMLLHAVE AAINRAIM OFBNARES Wln112'STAY SPACING.
NOTES:
MN. IOU GA VANE
2. FILTER FABRIC SHALLBEAMNMJM OF36N WDIIIAND :7Gfl At I � JI�011CC W11h i'-SP, documents 15
1. GRADE THE BASIN SUCH TMATTHE BOTTOM B LEVELNorthSTEEL POSTS MIN 12RES SHALL S FASTENED ADEWATBRIC HA TOTERIORA EST TO SUCH
T2GWfe l S1( IW3IEI (a II stem esign a
MIN.1?1/SG STAPLETHATWINIG.M11VENEATDETERIORATHAULBE CH MAXIMUDRIVEP0.STS C, AND
EA ATTACH HARE FENCE TO POSTSANDE%IENO 2,NSFALLTNE BAFFLES 5HOMN dI MEGRADNG PAN, fn fE'j d r.st Scllu'I We'iE 'TSIEIn.,'mfty ItII
EXTFNTTIAT IT'S EFTECTNENESB IS REI%ICED 9NLL BE MAXIMUM I'OC.AND EXCAVATEA YXB' THE MOTTOM OFTHE FENCE a'NTOTHE
LN 1H1Q REPUEDBYCCNTRAC ATLOHIRACTOR'SP[PB . TRENCH UPHILL ALONG ME LINE OF BAFFLES SHALL EXiENOTHERILLVAOTIOFTHEBASH. f15;>E �:�f �fIlC11�I1 �.k. C'vTTli W11htn.� PROJECT INFORMATION
MN. 1212 G. LIFTING LDG� EXGVATED TRENCH ANDTURNED CUffN Y
3. STEEL POSTS SHALL BEA MM.OFSHEKYfi AND 51NLL BE POSTS PO5121.ON FMY BE UGED THE TRENCH. 3. DO NOT SPLCE THE FABRIC, USE A CONTNUOUS PECE ,'Hui S ] S'le'_5, )f'(1 "il'y C(J cll C., WI(' Ills
THESELFFASTENERANGIESTEELTYPE. ROPPo� iE� ACCROSSMEBASNORTMP. 510T'*IA t2 BIOS
1
ROPE r r
4 COMDAFMA
EACH RANF LL IOCW RREINCE. A N ESSARY /STEEL POSTS MAINTENANCE
ME MFFLES SILL BE FOG. FMM RIII SIFd POST n e,At _ L�L S I I O 1 )ale
DESIGNED BY: ELIZABETH
REPAIRSORCLEANUPTOWNTANTHEEFFEC MEMOF r
// r,wTeMwce `IC N s er off \ Cite, QUTIIN '
THE DEVICE SHALL BE MADE IMMEDIATELY. I. INSPECTMEBAFFLER EACH ACTNE DAYW SRE BUlN :]1loot rA_L,_�y _-_ ....... Dllt�._(21i��� DRAWN BY: SEAM
5. REMOVEDEPOSREDSEDINENTALCNGTHEFENCETO 3/4'x3/4' ALUMINUM BAft� NO CASELESSMANONCEPERWEEKANDAFTEREACH
i RAINFALL EVENT. ANY REPANSM.EDNTELY. aoTTON ANWDIED VIM STARS CHECKED BY: CHRIS
Y PR WIDEAOEWATESFORAGEVOLUME ANDTO REWCE 2.REMOVESMUM TDEPOSIT MMI EMEASURE
PREBSUREON THE FENCE ASNEEDED. m
PROJECT NUMBER: 376
STEP1 STEP2 ^ BAFFLEREACHSVMENMESAKECA EREMWEDG'MGNGME
5. TEMPoMRY MFA9JRE SHALLNOT BE REMOVEDBYME
CEPRMCTORIVE ME
iLLAPPROVEDBYAN NCDFNfl
ATTACH IRE TITTER FABRIC TO ME WINE FENCE MCItFLL ME MUNCH AND COMPACTMESOL REPRESENTATIVE THE ACTION MILL BE APPROVED VNEN ME :y
E]U@NDMEWO MOFMEFABRICr NMO E FIRMLY TO ANCHOR ME BOTTOM OF ME SILT
CONMLWTNG DRAINGEAflEA 65TABlE. 3. TEMPORARY M�ASURESMLLNOT BE REMOVED BYME
TRENCH AND TURNED OUT 4' N ME TRENCH. FENCE. SURIEDFAMCSIMLLNOTBEVIO . ,.� 1- CWTMCTORWTLM6ACTION6APPROVED BYAN
� NCDENR REPRESENTATNE.MEACTCNYLLLBE
HD
STABI£EO VAHBNMECOHIRBUTNO dNINGE ARM6 Ili a SURFACE ARE,. DRAWING SCALE
STEP I STEP ]
POS15 MAX B' O.C.
1. PIACEMDIT OF BAFFLES;
MANE FENCEMW VANE' ATTACH PROVEDy TTE ME NETTINGOROTHER FABRIC BACKFIUFIRMLY TO
METUMCH ANCHOR ME BOCOMPACT TOMOF ME SILT
NLETZONE-35WOFU9IGMFRCMBRRYPoM
RD APPROVEOBYMEDMEBORTOMESTAYWRE FENCE.B BURIED
MEBOTTOIAOFME SUf SECONDF1RSTCEU_-
CELL OFLENOMTt01ANlET20NE FMSTCHAMBER
NOT TO SCALE
A FLIER FABRIC AND POSTS, IXlENO MEBOTTOM OF MEFABRC FENCE. BURIED FABRIC SMLLNOi BEVEMLE. SECOND CELL-2 OFUNGRMFRCMFRSTCEu_ ZBM Of SURFACE AREA
KWNTOME TRENCHANDTURNEDOUTIINTHE METOPOFMEFABRCSfULLBEWHSHER WTLETZONE-15%OFIFNGTM FApA5ECW0CELL
MMARE STAPLES I-127LONG TRENCH CRUSE 8'EROSON CONTROLMATTNG TNNMEMEIR
BOTTOM OF WIRE FENGEAND 5 AP FS, = OF SURF ACE
I AREA
FILTER FABRIC BURIED C N PORTS MAX I' O.C.
EXCVATED TIENOH a TURNED
i OUT 4'A ME TRENCH TOP STAY HARE OR ROPE OUIIET IDLE
it A In OF 9LRACE AREA
J1UTE NETTNOOR EW NLENT
X
DATE RELEASED
BOTTOIA CF FABRIC BURIED B'
NE%GVATEDTPEN6Ha
2CINTO GROUND � 6 TTRIENCH,O TR«m MINH B- PERSPECTIVEVIEVM DECEMBER 10, 2008 A
STEP3 STEPI SECTION AA EROSN%1 CCNIROL MATTN('
MIWTBIANCE
1. ASPECT SEDIMENT FENCES AT LEAST ONCE A MEEK AND AFTER EACH MNFAUL MAKE ANY RECURRED REPAIRS IMMEDIATELY.
BTEELPGRTUNNFM 2. SH W W ME FABRIC OF SEDIMENT FENCE COLLAPSE. TEAR, DECOMPOSE OR BECOME NEFFECTNE, REPLACE RPROMPRA
Y. 2! INTO GRIND
SHEET NUMBER
3. REMOVESEDMENTO MSRGASNECESSARYTOPROVIDEADEWATEuT GEVOWMEFORMENEXTMNMDTOREWCE STEPS STEP4
PRESSURE ON ME FENCE. TAKE CARE TO AVOID UNDERMINING ME FENCE WRING CLEANOUT. NTS NTS SECTION
4REA#
. MOVE VEAALL FENCING MATEflNLSAND UNSTABLE SEOMIEM OEPOSRS MIDBRAG MEARM TOGMDEAND STABIREAFIFA NTS
MEC UTNGDMNAGEAREAINSBEENPROPERLY STABLID:DAND MNAPPNOVES RBADVAL
I C-5
12 SILT FENCE 13 TRASH RACK 14 POROUS BAFFLES
OF

TEMPORARY SEMXMGORWLCHNO SPECIFICATIONS (FOR LATE WINTER AND EARLY WRING)
SEEDING MIXTURE.
SPECIES RATEILBIACRE )
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB.lACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORINGTOOL
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE-
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWNG
EROSION OR OTHER DAMAGE.
TEMPORARY S®INOIMULCHNG SPECIFICATIONS (FOR SUMMED
SEEDING MORURE:
SPECIES RATE(LBJACRE 1
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES:
MAY 1-AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOT_
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEMNGIMULCHNG SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE "ACRE 1
RYE (GRAIN) 120
SING DATES:
AUGUST I5-DECEMBER 30
SOIL ABEMDMEITS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND
1,GOO LB./ACRE 10-1OA0 FERTILIZER.
MULCH:
APPLY 4,ODO LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15. OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
1 TEMPORARY SEEDING
SPECIFICATIONS
DESIGN CRITERIA
AGGREGATE SIZE- USE 2-3 INCH WISHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE W FEET
THICKNESS-61NCHES MIMMUM
AND 12 FEET IN WIDTH
WLENGTH
WTH m FOOT RADIUS AT EXISTING
WIDTH - 12 FT. OR RILL AT ACCESS
ROADWAY
AN
POINTSAR EN AND EXIT
SIOF THE
PtlN,S6TIEER
36-0-MIN 4'-0' 19d
ISG EXENTRANCE
AREA VINIMUM RIS K3tFATER
6'Z
LENGTH- 50 R. MINIMUM
LOCATION- LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO CANT SEGMENT FROM LEAVING THE SHE
AND TO PROVIDE FOR MAXIMUM LIT IUTY BY ALL
FILTER FABPoC
CONSTRUC,ONVEHQES. AVOIOSTEEPGRAOES
23-NASHED STONE
AND ENTRANCES AT CURVES IN PUBLIC ROADS
CONTRACTOR SIWLL INSTALLADDTIUNL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AfAOR BORROVIAREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
�G
MAINTENANCE
QJ0
MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MLDOR
SEDIMENT FROM LEAVING THE CONSTRUCTION GTE. TINS MAY
�Imm.
REQUIRE PERIODIC TOPDRESSING WTH 24NCH STONE AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDNENT AND
CLEAN IT WT AS NECESSARY. IMMEDIATELY REMOJEAU.
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACIEDONTO
_.
PUBLIC ROAOAAYS
AGGREGATE
6" MIN. THICKNESS
2-3' COURSE
NTS
5 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
COMPACTED SOL
Ii�U;Z-1.T_T37Cll7Xiljl1
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTSADTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY OATH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK CURETS
NTS
7 TEMPORARY DIVERSION BERM
SEEDING SPECIFICATIONS
c3.; '.. T119;1*.
SPECIES RATE(LBSACRE
TALLFESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2, ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 4O L IPJACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LEI 1ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLYSPRING: FEB. 15-MAR. 20 FEB 15-APR. 30
FALLSEPT. I - SEPT- 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000-5,000 LBJACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE TO- 10-10 FERTILIZER.
MULCH:
APPLY 4,OW LB /ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOT- A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE.
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 5001BJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MD(TURE:
SPECIES RATE(LBlACRE 1
COMMON BERMUDAGRASS 40-84)(1-211IJI,000FT T)
SEEDING DATES:
COASTAL PLAIN: APR. -JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY TOOD LBJACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LBJACRE 10-10.10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVETHE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REWIRING TEMPORARY UNINGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY
REFERTILIZE THE FOLLOWING APR. WITH 50 LBJACRE NITROGEN.
2 PERMANENT SEEDING SPECIFICATIONS
OEWATERING CONCRETE BLOCK —.
-
1. LAY ONE BLOCK ON EACH SIDE
____ —.----
OF THE STRUCTURE ON ITS
SIDE N THE BOTTOM ROW TO
ALLOW POOL DRAIUGE THE
--^"-. -
FOUNDATION SHALL BE EXGABATED
AT LEAST 2 INCHES BELOW THE
o< •.w:i:i =
CREST OF THE STORY DRAIN
PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORY
a<. ^._
�__�
1S' j S
'
DRAW FOR LATERAL. SUPPORT AND
TO AMD WASHOUTS WHEN OVERFLOW
F D. LATERAL
OCCURS. MM GAF
SUPPORT TO SUBSEQUENT ROWS BY
9
PLACING 2X4 WOOD STUDS THROUGH
BLOCK LG2
r HARDWARE CLOTH OR
2.CAEAREsuLLY FIT
8-
WNPA"Aw WRE MESH WITH 1/2-
INCH OPENINGS OVER ALL
BLOCK OPENINGS.
21SLOPE GRAVEL FILTER
3. USE / WASHED STONE, PLACED
17
2- E4 BELOW THE TOP OF THE
BLOCKOF
SLOPE
TEMPORARY SEDIMENT WIRE SCREEN DEWATERING
STONE ILLMAXIMUM
1
POOL
2' MIA%.
iB•
`• �MMET
sEnINIDur
- WITH GRATE
NIANN,wfE
NBRLTTIEB-wIBlNTBLFMIRANNB WIEItTIM6MN33X-0.
wBONE�.BRA41Ai�IRYroRTDA1E/�GATESIOWf WXIABI, RF
30ITMw.e NTS
6 BLOCK AND GRAVEL INLET PROTECTION
HEADWALL DIMENSIONS
PIPE DIA
Wt
W2
11
H2
H3
D
E
F
IS,
3'-2'
4'-11•
i'-S
3--1'
12•
1'-3•
1'-9•
1 45
FRONT VIEW
NOS:
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
GRADE 60 WITH 2• MN. CLEARANCE.
3. ALL EXIFOSED EDGES CHAMFERED 3/4-
4. PPE TO BE GROUTED INTO HEADWALL AT
JOB SITE BY CONTRACTOR.
5. PRECAST HEADWALL STRUCTURES SHOULD BE
POSITIONED AROUND AN EXISTING PPE OR PPE
INSERTED INTO HEADWALL HEADWALL STRUCTURES
SHOULD BE PLACED ON A PREPARED FOUNDATION
AS SPECIFIED BY THE ENGINEER
6, COMPACTION OF BACKFILL MATERIALS SHIM BE
AS REWIRED BY THE ENGINEER.
HEADWALL
SIDE VIEW
1w
DAM CROSS SECTION
10-
RIP RAP
FILTER F
SPILLWAY CROSS SECTION
MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED 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
3 TEMPORARY SEDIMENT BASIN
e
1
4" ""9ESSION
SECTION G-G
2N-914"
2"
SECTION H-H
PIPE DUKE
WELL-DEFINED
NTS
0
� 1e, IT
II I� R
e
k
E
Il
4► N
1N-41¢" i1_��W
' A-w
PLAN OF GRATING
CAST IRON
PIPE OUTLET TO FLAT AREA -
NO WELL-DEFINED C1MME1
A
PLAN
(RMEL OR FABRIC
SECTION A -A
NOTES
1. LA IS THE LENGTH OF THE RPRAP
APRON.
2. D - TA TIMES THE MAXAAIM
STONE DIAMETER BUT HOT LESS
THAN V.
I 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6•
ABOVE THE MAM" TAILWATER
DEPTH OR TO TILE TOP OF TIE BAR(,
WHICHEVER IS LESS.
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RPRAP
AND SOIL FOUNDATION.
PLAN
pAVFl OR FABRIC
SECTION A -A
TYPICAL RIP RAP APRON
4A_Rw
F—*I
E
I
I
E
F+-I
PLAN OF FRAME
CAST IRON
w " ,C
1
2M-sy� w
1�" L�C T"r
2 " L3N RI w1
N.�A�w
SN_sw
SECTION E-E
DROP INLET FRAME AND
NTS
N T 2 " 1:1 Mt f
QM.1$�NM N N
51LGF
2A-S"
SECTION F-F 840.18
GRATE Approved Storr ordanc POT T` occum nts
Construction , p at',Trwatee permitNorthNorth Carolina
is
required b..: j.e s cr
ruses repute Nat Ine storrnwater system designer
Instec�. JL!" ; cc,-,';�cc;ion. certify conformi?y with the
pans c^o s.,=cs ecp ce `"fY compliance with the
sic.mw iter rvnc= �15A NCAC 2H 10v8 ij1)
Permit a_
Date_ lz I e
by
NG 7rvison of Wete' Q'laliry
—CGS _— —
Rersion Date 11
409 Chicago DHve - aRi#e 112
Fayettevil-Le, North Caratim 28506 \\\
Phor . (9io) 426b777
F-_(90) V&5777
4P SITE
,50LUTION,5
�GNgNL6RIN4�Su4VLYPIG��S�CLNST2lY.ILMInY/M
j6 rev�rr.
SESEALM_
027452
f tt\.t1,�• 1� O�
j ENV
REVISIONS
PROJECT NAME
WEST
MOUNTAIN
WAREHOUSE
EROSION
CONTROL&
STORM DETAILS
CLIENT
HORNE BROTHERS
CONSTRUCTION
1662 Middle River Loop
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
ELIZABETH
DRAWN BY:
SEAN
CHECKED BY:
CHRIS
PROJECT NUMBER:
376
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
NOVEMBER 11, 2008
SHEET NUMBER
C-7
OF 7
{ T ,.
1 I