SW8050316_APPROVED PLANS_20151215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 05031(o
DOC TYPE
❑ CURRENT PERMIT
A APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
oo ly I a.15
YYYYMMDD

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=�' = PHONE, [phone] FAX, (664) 2E7-5187
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NOTES:
1. EXISTING CONDITIONS BASED ON AS -BUILT DRAWING
PROVIDED BY FREELAND SURVEYORS AND
ENGINEERS DATED 7/12/2007.
2. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS,
APPROVALS, AND/OR PERMISSIONS NEEDED FOR
CONSTRUCTION.
3. CONTRACTOR IS RESPONSIBLE FOR ALL ADJACENT
PROPERTY APPROVALS AND/OR PERMISSIONS,
EASEMENTS, AND ADJACENT PROPERTY
AGREEMENTS.
4. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS
INCLUDING PROPERTY LINE AND SETBACKS.
5. WORK SHOWN ON THIS SHEET IS FOR ATM ONLY.
DRIVES AND STRIPING LAYOUT SHOWN FOR
REFERENCE ONLY. SEE CIVIL DESIGN PLANS FOR
DESIGN OF PAVEMENTS, GRADING AND OTHER
ASSOCIATED SITE WORK.
6. REMOVE EXISTING TO ALLOW INSTALLATION OF
WORK.
nuki�=�
Civil and Structural
Engineers
Birmingham, Alabama
Huntsville, Alabama
Tampa Bay, Florida
www.lbyd.com
ILIBYD, Inc.
716 South 30th Street
Birmingham, AL 35233
Phone (205) 251 —4500
Structural Fax [phone]
Civil Fax [phone]
copyrght,2015,
102-15-001.003
10/09/2015
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LBYD 716 South 30th Street - Birmingham, Alabama 35233
Phone [phone]- Civil Fax [phone]-www.lbyd.com

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VICINITY MAP
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NOTE:
ALL OFF SITE IMPROVEMENTS SHALL
BE DESIGNED AND CONSTRUCTED
BY OTHERS.
LEGEND
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—
BLDG SETBACK
EXISTING CONTOUR
_
x 50.72
EXISTING SPOT ELEVATION
7.0
PROPOSED SPOT ELEVATION ® GRADE
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PROPOSED TOP OF CURB
SD SD
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STREET GRADE STREET GRADE i
PROPOSED STORM DRAIN A8 BY OTHERS 24.0± 24.1t
_ (ELEVATIONS_ UNAVAILABLE) _ _ _
PROPOSED STORM DRAIN A24 BY OTHERS
COORDINATE LOCATION WITH WAL-MART CONSTRUCTION
MINIMUM INVERT=20.0f
-1-
TOTAL SITE AREA: 57,486.36SF (1.31AC)
ZONE:
C2
SETBACKS:
FRONT.
25'
SIDE:
7.5'
REAR:
20'
IMPERVOUS:
BLDG:
4,212SF
PAVE:
26,582SF
WALKS:
1,350SF
\ TOTAL:
32,144SF
PARKING -
/1 REQUIRED:
17 SPACES REQ'D
/ (1SPACE/250SF)
PROVIDED:
41 SPACES PROYD
(INCLUDING 2HC
SPACES)
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1. ALL DIMENSIONS ARE TO FACE OF CURB.
2. REFER TO ARCHITECTURAL DRAWING FOR EXACT BUILDING DIMENSIONS.
3. SITE LIGHTING TO BE DESIGNED BY OTHERS; HOWEVER, ALL LIGHTING
SHALL BE INTERNALLY ORIENTED.
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PARKING
m
SIGNS TO BE 0.080 STANDARD R7-8
®
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM POST WITH 3/8' CADLOUM
PLATED NUTS, BOLTS & WASHERS.
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ALUMINUM OR TREATED 4'x4' WOOD POST.
t-t/s'AOtsI t-t/2Tt(m)
T PENALTY V/W y Dom)
1. PENALLY .{L
$250
12,
C'
C
HEAVY DUTY TRAFFIC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY SFANDARD
N0. 840.03 OR APPROVED
F UAL NOTE: IF PRE -CAST AXES
ARE USED THE CONTRACTOR
S RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
P���USING BOX
CONCRETE
BRICK
o 12" EACH WAY
TYPICAL CATCH BASIN
24' CURB AND GUTTER NIS
30' MAX. SPACING
n
FIG.
E.
NOTED
WIDTH.
IT ABUTS PAVEMENT
P EXPANSION JOINT
--,WALK JUNCTIONS,
'EEN WAU( AND ADJACENT
TOOLED
1 //2' EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.Jj
1/-DEEP wOIN
1/8R TOOLED JOINT
PLAN
SIDEWALK JOINT DETAILS
in
2" TYPE 1-2 (NCDOT)
- 6" TYPE ABC STONE
�I I II it I it 1� COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
N.T.S.
ANRD FABRRIICH I
lY
47iL
a j
m�
�z
STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
-- DIRECTION OF WATER FLAW
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR OM A STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN /9 WIRE STAPLE
1' LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NIS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NIS
2'-0'
CLASS A
ASPHALT -
1/2"R
3R
e C
TYPE A STONE
COMPACTED SUBGRAC
SPILL OFF CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GPADING PLAN. GAMES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLAW SHALL BE ROW LINE TYPE.
CLASS A
ASPHALT -
TYPE A STONE
COMPACTED
2'-0' /24"
3"R
;e
FLOW LINE CURB SECTION
NTS
NOTE CUTS TYPE DEPENDS ON GRADES SHOAL
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES wINCATNG CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE
1/2"R
FABRIC SKIRT
DEEP & 4" WIDE.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDIDONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F. j
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER BOX DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPUCA71ONS SHALL BE:
2OX CARPET GRASS
24X BERMUDA GRASS
20% TURF FESCUE
10X CREEPING RED FESCUE
24X ANNUAL RYE GRASS
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL. CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
�P .�fHftIOI�.�fN Ni.I•�<PlfffOlfs''I�j�I p
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SECTION A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
1/4" WIRE MESH
5' STEEL POST
SELF -FASTENER
STEEL ANGLE TYPE)
NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE 15 OR /57 AND
SHALL BE PAD FOR AT THE
CO UNIT PRICE PER
TON EDIMENT CONTROL
STONE'
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1/4"
MESH OPENINGS.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE SITE WORK CONTRACTOR SHALL FURNISH
BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED
PERMITS ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC.
FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12
INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE
OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8"
AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE
UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO
DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN
ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS
REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM
SURVEY BY SHERWIN D. CRIBB, AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS SHALL BE REMOVED IMMEDIATELY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
CONTROL AROUND THE INLETS AFTER EACH RAN AND MAKE REPAIRS IMMEDIATELY.
REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. 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 AND APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
BE SEEDED AND STABILIZED WITHIN 15 DAYS.
7. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN
ON THIS PLAN ARE NOT EFFECTIVE.
8. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT
IS COMPLETED.
9. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL PERMANENT
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.
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SITE INFORMATION
SITE ADDRESS:
NEW POINTE BOULEVARD
OWNER/CLIENT:
MCDONALD'S USA, LLC
4601 SIX FORKS ROAD
SUITE 200
RALEIGH, N.C. 27609
TELEPHONE: [phone]
FAX: [phone]
DESIGNER:
COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PH.: [phone], FAX: [phone]
ZONING:
C-2 (REGIONAL BUSINESS COMMERCIAL)
EXISTING USE:
VACANT
PROPOSED USE:
RESTAURANT
BUILDING SETBACKS:
RIGHT OF WAY ..............
25 FEET
SIDE ...............................
7.5 FEET
REAR .............................
20 FEET
PARKING REQUIREMENTS:
2 PER 150 SF
4,489 SF 50 = 29 SPACES REQUIRED
PARKING PROVIDED:
50 REGULAR SPACES
3 HANDICAP SPACES
53 TOTAL SPACES
SITE AREA:
57,100 SF OR 1.31 ACRES
DISTURBED AREA:
5 7 R 4 2 3
IMPERVIOUS AREA:
40,460 SF OR 0.93 ACRES
PERCENT OF IMPERVIOUS AREA:
71
BUILDING AREA:
4,489 SF 2
NORTH- CAROLINA
STATE
SITE
GBL
NUMBER:
CODE: 32-1452
195500546353
CSD PROJECT NUMBER:
CONTACTS:
ZONING:
TOWN OF LELAND
102 TOWN HALL DRIVE
LELAND, NORTH CAROLINA 28451
CONTACT: ROBERT WARING
PHONE: [phone]
SIGNAGE.,
TOWN OF LELAND
102 TOWN HALL DRIVE
LELAND, NORTH CAROLINA 28451
CONTACT: ROBERT WARING
PHONE: [phone]
BUILDING & INSPECTIONS:
TOWN OF LELAND BUILDING INSPECTOR
102 TOWN HALL DRIVE
LELAND, NORTH CAROLINA 28451
CONTACT., TIM EVANS
PHONE: [phone]
STREET & HIGHWAY DATA:
TOWN OF LELAND
102 TOWN HALL DRIVE
LELAND, NORTH CAROLINA 28451
CONTACT: ROBERT WARING
PHONE: [phone]
WATER:
NORTH BRUNSWICK SANITARY DISTRICT
516 VILLAGE ROAD
LELAND, NORTH CAROLINA 28451
CONTACT; SCOTT LEWIS
PHONE: [phone] EXT. 103
STORM SEWER:
NCDENR
127 CARDINAL DRIVE EXT.
WILIMINGTON, NORTH CAROLINA 28405
CONTACT., DAN SAMES
PHONE: [phone]
SANITARY SEWER:
NORTH BRUNSWICK SANITARY DISTRICT
516 VILLAGE ROAD
LELAND, NORTH CAROLINA 28451
CONTACT, SCOTT LEWIS
PHONE: [phone] EXT. 103
M C D = 0 8 0 3
FIRE:
TOWN OF LELAND FIRE CHIEF
CONTACT., JOHN GRIMES
PHONE: [phone]
HVAC:
TOWN OF LELAND BUILDING INSPECTOR
102 TOWN HALL DRIVE
LELAND, NORTH CAROLINA 28451
CONTACT., TIM EVANS
PHONE: [phone]
GAS:
PIEDMONT NATURAL GAS
1321 S 10TH STREET
WILMINGTON, NORTH CAROLINA 28401
CONTACT., CARL PAQUET
PHONE: [phone]
ELECTRIC:
BRUNSWICK ELECTRIC MEMBERSHIP CORP.
795 OCEAN HIGHWAY WEST
SUPPLY, NORTH CAROLINA 28462
CONTACT., CLAYTON RIVERBARK
PHONE: [phone]
PHONE:
BELLSOUTH
CUSTOMER SERVICE
PHONE: [phone]
HEALTH:
NCDENR AND BRUNSWICK COUNTY HEALTH DEPT,
25 COURTHOUSE DRIVE
BOLIVIA, NORTH CAROLINA 28427
CONTACT., GARY McDONALD
PHONE: [phone]
VICINITY MAP
GREGORY ROgO
GRANDIFLORA DR
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DRAWING INDEX
DWG.
NUMBER
DRAWING DESCRIPTION
C-1
COVER SHEET
C-2
TOPOGRAPHIC SURVEY
C-3
SITE PLAN
C-4
ADA ACCESSIBILITY PLAN AND DETAILS
C-5
GRADING/EROSION CONTROL PLAN
C-6
UTILITY PLAN
C-7
DETAILS
C-8
DETAILS
C-9
DETAILS
C-10
MENU BOARD DETAILS
C-11
SD DETAILS
L-1
LANDSCAPE PLAN
L-2
LIGHTING PLAN
TC-1
TRASH DUMPSTER ENCLOSURE/STORAGE BUILDING (BRICK)
TC-2
TRASH DUMPSTER ENCLOSURE DETAILS (BRICK)
A2.0
ELEVATIONS
A2.1 I
ELEVATIONS
ifmac rlvFn�
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
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COVER SHEET

/
GREGORY RO //
'90 UTILITY NOTE / EXISTING REBAR
THE UNDERGROUND UTILITIES SHOWN HEREON AREA COMPILATION) N = 169, 728.26 -
GRANDIFLORA DR OF FIELD DATA AND INFORMATION PROVIDED BY THE CITY OF/l� E = 2,294,945.99
N NNH LELAND. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO f0-
pGEP z ACCURATELY LOCATE THE UNDERGROUND UTILITIES, THE SURVEYOR TAKES NO NNE`
NAY 1 i v RESPONSIBILITY FOR THE LOCATION OF ANY UTILITIES SHOWN HEREON, / GRASS
m EITHER IN SERVICE OR ABANDONED. / / AREA
v /
N 01N�E53
OULEVPRD �zll ZONING INFORMATION //
�yT NEVI P ZONING: C-2 (REGIONAL BUSINESS COMMERCIAL) / / �0
R BUILDING SETBACKS: / ,j
FRONT ............... 25 FEET / / A` C ``
SIDE .................. 7.5 FEET /
REAR ................ 20 FEET GCi OF op0�
1PARKING 0 SPACES PERT RRE FEET (TOWN) AND
1,000 SQUARE FEET (DEVELOPER) / / �O R�G�P�� R 96
INFORMATION PROVIDED BY TOWN OF LELAND PLANNING DEPARTMENT/ / / �� �G �O PSP� 22
PHONE: [phone]. // eJ J\p .'
VICINITY MAP �
NTS /
APPROXIMATE
/ LOCATION
/ ZN 1 UNDERGROUND
'yq ,G��\C\ WATERLINE (TYP.)
i
/ � y , A
/ / WOOD FENCE
APPROXIMATE
GRASS �i' LOCATION
/ AREA ,' UNDERGROUND
' TELEPHONE (TYP.)
le TRANSFORMER
/ i
/ / REBAR FOUND 0� L ,'' LELAND RETAIL INVESTMENT/1, LLC
/ OAT EAST & ,i OUTLOT NO. 4
/ 2.27' NORTH .' DEED BOOK 2723 PAGE 62
/ / OF CORNER
MAP CABINET 35 PAGE 36
/ TOTAL AREA
/ FIRE HYDRANT (TYP.) ,' // 57,100 SF OR 1.31 ACRES
VACANT
27
1'DIAMETER `\ SANDY
PVC RISER AREA
/ I.,/ TRANSFORMER `
26
oe
/ IRRIGATION CONTROL VALVE (TYP.)
10,
loe
.11
ASPHALT
AREA
TEMPORARY SILT FENCE (TYP.)
N/F
CROSS CREEK LAND COMPANY, LLC.
LOT #7
DEED BOOK 1646 PAGE 256
MAP CABINET 27 PAGE 43
FLOOD INFORMATION
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE.
IT IS LOCATED IN ZONE W" AS DEFINED BY HUD F.I.R.M. COMMUNITY PANEL
NUMBER 3720219600J, WITH AN EFFECTIVE DATE OF JUNE 2, 2006.
10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43
�dl
LIGHTPOLE (TYP.)
ASPHALT
AREA
FIRE HYDRANT
SITE TBM ON
FLANGE BOLT
UNDER SETSCREW
EL.=27.00
TEMPORARY SILT FENCE (TYP.)
1
WATER METER (TYP.)
BACKFLOW PREVENTER (TYP.)
ASPHALT
AREA
G SANDY
AREA
SANDY
AREA
DRAIN INLET
RIM: 26.16
INV. OUT.. 20.41
APPROXIMATE
LOCATION
UNDERGROUN
ELECTRIC (TYP.)
REFERENCES
DEED BOOK 2723 PAGE 62
MAP CABINET 35 PAGE 36
DEED BOOK 1646 PAGE 256
MAP CABINET 27 PAGE 43
OF THE BRUNSWICK COUNTY REGISTRY
N/F
LELAND RETAIL INVESTMENT ll, LLC
OUTLOT NO. 3
DEED BOOK 2723 PAGE 62
MAP CABINET 35 PAGE 36
(APPLEBEE'S)
2 GENERAL NOTES
1.) TH OPOGRAPHIC SURVEY SHOWN HEREON DOES NOT
MEE EQUIREMENTS AS SET FORTH IN NCGS 47-30,
AS AMENDED AND IS NOT FOR RECORDATION.
2.) ELEVATIONS AND GRID COORDINATES ESTABLISHED USING N.C. GPS
GEODETIC RTK NETWORK AND BEARINGS BASED ON GPS OBSERVATION.
3.) ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
4.) ALL AREAS COMPUTED USING COORDINATES FROM MEASURED FIELD
DATA.
5.) BEARINGS BASED ON N.C. GPS GEODETIC RTK NETWORK USING GPS
OBSERVATIONS.
6.) BEARINGS AND DISTANCES SHOWN ON PROPERTY LINES ARE FROM
FIELD MEASUREMENT. DEED RECORDED CALLS ARE SHOWN WHERE
THEY DIFFER FROM FIELD MEASUREMENTS.
'N,.ASPHALT� 15 RCP
AREA
0
D IN
TELEPHONE PEDESTAL (TYP)
`\ \I',— SANDY TEMPORARY SILT FENCE (TYP.)
`\ AREA
i `"�v�O ROPOI
\\ 6" SANITARY ' JE OO �.�
`\ SEWER ST .99 ,'' Qy332IPSQ\P 55 /
\\ RIM: 27'99
INV. OUT: 22.09
` a
` V DIAMETER ,' GO\, ry6 / G / /
`\ PVC RISER �' J� /
\\v O 26 G / /
�\off
i 26 G���� Sc, �Vo ,
WATERLINE GO\,
STUBOUT
SCRIBE SET
IN SIDEWALK
26
/ i
eea g
i
i WA 100, / TE ,Lh / i
� / VALVE / / /
/ (TYP.)
100,
/ ttG GJ�� FJ� / ,� 10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43
le
100, /
/ SEWER MANHOLE
S / � ' RIM: 25.15
INV. IN: 17.30
INV OUT: 17.20
PCH BASIN
'C: 26.77
OUT: 21.87
7XISTING
WSFORMERS % SCRIBE IN
' SIDEWALK /
i
i' TBM
ryh / i
Sg /
10,
/
Sc� /
/
i
+/- 399' OF 8"DUCTILE IRON
/ SANITARY SEWER LINE
2
PERMANENT GRADING AND SLOPE EASEMENT,
ACCESS AND EGRESS EASEMENT, AND A
UTILITY EASEMENT OVER PORTIONS OF NEW
POINT BLVD
(BOOK 2185, PAGE 1362)
TEMPORARY GRADING AND SLOPE EASEMENT
FOR CONSTRUCTION OR IMPROVEMENTS OF
PORTION OF NEW POINT BLVD.
(BOOK 2185, PAGE 1382)
AND A PERPETUAL EASEMENT OVER AND
ACROSS NEW POINTE BLVD.
(BOOK 2186, PAGE 9)
ALL ENCOMPASS NEW POINT BLVD. FROM
RIGHT OF WAY TO RIGHT OF WAY.
CATCH BASIN /
T/C: 27.56 '
INV. IN: 22.26
INV. IN: 21.26 ' Pl
INV. OUT 20.36
Ile
CATCH BASIN
/ / T/C: 25.63 tyo
24"RCP
/ INV. IN: 19.9 0-
/ INV. IN: 19.93
/ INV. OUT. 19.83
\ 24"RCP
SEWER MANHOLE
RIM: 2: 19
SS 47
INV. IN: 19.77
INV. IN: 19.17 /
•'''� S INV. OUT 18.77//
/.11
loe
11,
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
TOTAL AREA = 57,100 SF OR 1.31 ACRES
EXISTING PARKING INFORMATION
? U u
m u K
ti
wllk
r
slaw
a
TOTAL 0 SPACES 8' X 18, @ 60 °
SPACES
O0 SPACES 9' X 18, @ 60 -
0 SPACES 9' X 18, @ 90 °
LEGEND
AC = ACRES
♦ CALCULATED POINT ACSM = AMERICAN CONGRESS ON
Q EXISTING IRON PIPE SURVEYING AND MAPPING
BOREHOLE ALTA = AMERICANLAND
TITLE ASSOCIA TION
O IRON PIPE SET B.M. = BOOK OF MAPS
OS SANITARY SEWER MANHOLE EIP = EXISTING IRON PIPES
© SANITARY SEWER CLEANOUT ELEV = ELEVATION
WATER VALVE
� FIRM = FLOOD INSURANCE RATE MAP
® WATER METER GPS = GLOBAL POSITIONING SYSTEM
SS FIRE HYDRANT HUD = HOUSING URBAN DEVELOPME
❑T TELEPHONE PEDESTAL HYD = FIRE HYDRANT
OT TELEPHONE MANHOLE INV = INVERT
❑E ELECTRIC BOX IPS = IRON PIPE SET
# LIGHT POLE LLC = LIMITED LIABILITY COMPANY
POWER POLE MPH = MILES PER HOUR
Wj CURBINLET MSL = MEAN SEA LEVEL
(D) STORM DRAINAGE MANHOLE N/F = NOW OR FORMERLY
❑ YARD INLET NSPS = NATIONAL SOCIETY OF
PROFESSIONAL SURVEYORS
=======__= STORMDRAIN NTS = NOT TO SCALE
OU OVERHEAD UTILITIES R.C.P. = REINFORCED CONCRETE PIPE
UE UNDERGROUND ELECTRIC R/W = RIGHT-OF-WAY
— UT UNDERGROUND TELEPHONE SF = SQUARE FOOT
W — WATERLINE S.R. = STATE ROAD
SS SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK
G GAS LINE TWSP= TOWNSHIP
—XX— FENCE LINE TYP = TYPICAL
SURVEY INFORMATION
PREPARED BY: COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone], FAX: [phone]
DATE OF SURVEY: APRIL 2, 2008 DATE OF MAP: APRIL 3, 2008
PLAN SCALE: 1 " = 20'
CITY
LELAND
STREETADDRESS
N.C. HIGHWAY 17
STATE
NORTH CAROLINA
COUNTY
BRUNSWICK
TAX PARCEL NUMBER LOCATION CODE NUMBER
219606499535 ./
CSD FILENAME: 32— l 452
MCDO803-TS
STATUS DATE BY
FINAL
PLAN CHECKED
AS -BUILT
C2
TOPOGRAPHIC
SURVEY
►G
6
i
CITY
LELAND
STREETADDRESS
N.C. HIGHWAY 17
STATE
NORTH CAROLINA
COUNTY
BRUNSWICK
TAX PARCEL NUMBER LOCATION CODE NUMBER
219606499535 ./
CSD FILENAME: 32— l 452
MCDO803-TS
STATUS DATE BY
FINAL
PLAN CHECKED
AS -BUILT
C2
TOPOGRAPHIC
SURVEY
►G
6
i

SITE KEY NOTES:
/
O1 CONSTRUCT 2' SPILLING CURB AND GUTTER PER DETAIL SHEET1�5
CONSTRUCT 2' CATCHING CURB AND GUTTER PER DETAIL SHEET
O2
ASPHALT PAVEMENT PER SOILS REPORT SPECIFICATIONS
0\Ux
O TRANSITION FROM ASPHALT TO CONCRETE PAVEMENT PER DETAIL SHEET
O5 MATCH EXISTING ASPHALT 10,
P�tl
© CONSTRUCT STANDARD CONCRETE H.C. RAMP PER DETAIL SHEET
6a CONSTRUCT CONCRETE HANDICAP RAMP PER TOWN OF LELAND STANDARDS AND SPECIFICATIONS O7 CONSTRUCT FLUSH CONCRETE H.C. RAMP PER DETAIL SHEET ` / / A � "G
® Ile/ DELIVERYRAMP
V
/ 1
O9 INSTALL H.C. SIGN PER DETAIL SHEET / O / / �l � \G� -
10 PAINT H.C. SYMBOL PER DETAIL SHEET
20'R
11 PAINT TRAFFIC ARROWS WS PER DETAIL SHEET / / `� �lQ J�\�\O�Q 5'R
12 PAINT 4" WIDE STRIPE, WHITE / �`� ��• `O 66 1
/
13 PAINT 4"WIDE STRIPES, WHITE @ 45" 2'-0" O.C.
14 GRILL STALL /PICKUP AREA, PAINT FOUR 4" WIDE STRIPE, WHITE / o- ,�gPOi
O O3
GSF'i
15 PAINTED "DRIVE-THRU" DIRECTIONAL ARROW, YELLOW, COORDINATE / 31 O`�'
WITH McDONALDS CONSTRUCTION MANAGER / 2
15 PAINTED DIRECTIONAL ARRO W AT DRIVE THRU LANE, YELLOW THERMOPLASTIC, / / ,14J �2 ao- 25�1 10'R
COORDINATE WITH MCDONALDS CONSTRUCTION MANAGER
/ / 0. 5N'r
1 '
/
© '
16
PAINT 6" WIDE YELLOW STRIPE ON ASPHALT FROM EDGE OF CONCRETE DRIVE-THRU
/
LANE
/
/
36
1©
PAINT "THANK YOU" PER DETAIL SHEET
3 0
Q
�.
78
CONSTRUCT CONCRETE WALK WITH TILE SURFACE PER MCDONALD'S SPECIFICATIONS
20'R 2
,9
CONSTRUCT CONCRETE SIDEWALK PER DETAIL SHEET
20
CONCRETE PAD @ DRIVE-THRU PER McDONALD'S STANDARDS AND
TRANSFORMER AS ,6, �
x
5,R
SPECIFICATIONS, 10' CONTROL JOINTS, 20' EXPANSION JOINTS OR
PER SOILS REPORT SPECIFICATIONS. GENERAL CONTRACTO O
15 ®
O
j.
VERIFY WITH MCDONALD'S AREA CONSTRUCTION MANAGER PRIOR
TO APPLYING BLACK COLORING (OPTIONAL).
27
CONCRETE PAVEMENT AT HANDICAP PARKING STALLS PER SOILS REPORT AND
MCSONALD'S STANDARDS AND SPECIFICATIONS, GENERAL CONTRACTOR TO
VERIFY WITH MCDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING
/ 0 1280, 39
$
BLACK COLORING
2 /'
go,
22
CONSTRUCTCONCRETE DUMPSTER PAD PER SOILS REPORT AND MCDONALD'S
/ O o
STANDARDS AND SPECIFICATIONS. GENERAL CONTRACTOR TO VERIFY WITH
MCDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO APPLYING BLACK
.x..
4
COLORING (OPTIONAL).
`\\ 10
23
CONCRETE WHEEL STOP PER DETAIL SHEET
\ 11 ..
1©0
O
24
CONCRETE TRANSFORMER PAD (COORDINATE SIZE AND LOCATION WITH POWER COMPANY)
31 �`
1%
'
(�
25
CONSTRUCT DUMPSTER ENCLOSURE (TO MATCH BUILDING) PER DETAIL SHEET
3
26
18'X IF STORAGE SHED (PER DETAIL SHEET), EXTERIOR FINISH TO MATCH DUMPS I ER 2
3
ENCLOSURE
7 � �3
38 _
2©
SITE IDENTIFICATION SIGN (CONTRACTOR SHALL COORDINATE WITH SIGN COMPANY
\ i2
19
AND CONSTRUCTION MANAGER).
>>
@'PLEASE
HAVE MONEY... " SIGN SUPPLIED BYAND INSTALLED BY SIGN
oO2
�'S� 9
CONTRACTOR
19�
29
DIRECTIONAL SIGNAGE (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE
GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY
�N ©
SIGN CONTRACTOR, CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
\\
O l�1
MANAGER
\4,
O
30
GATEWAY SIGN (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE GRADE),
FOOTINGS AND ELECTRICITYBY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN
`
ASPHALT
AREA
CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MANAGER
`. 2
37
POLE MOUNTED AREA LIGHT(S) SEE LIGHTING PLAN. GALVANIZED
ANCHOR BOLTS, (6"ABOVE GRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE
INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S
�"� \�
3, O
0
CONSTRUCTION MANAGER
�yG
xy0 15
32
MENU BOARD (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE GRADE),
AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY SIGN
19
�O
\ O0FOOTINGS
11
CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MANAGER
_ 3.5'
33
VERTICAL PREVIEW "PRE -SELL " BOARD (PER DETAIL SHEET): GALVANIZED ANCHOR
w
BOLTS, (6"ABOVE GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR,
P
`. `� 60°
SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH
-
MCDONALD'SCONSTRUCTIONMANAGER
ZC LIGHT
SHEET): GALVANIZED
inq POLE (Iva)
2
2
34
CUSTOMER ORDER DISPLAY WITH DETECTOR LOOP (PER DETAIL
ANCHORBOLTS,(6"ABOVEGRADE), FOOTINGS AND ELECTRICITY BY GENERAL
CONTRACTOR, SIGN INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE
N/F
WITH MCDONALD'S CONSTRUCTION MANAGER
CROSS CREEK LAND COMPANY, LLC.
3©
DRIVE-THRU CANOPY (PER DETAIL SHEET): GALVANIZED ANCHOR BOLTS, (6"ABOVE
LOT #7
GRADE), FOOTINGS AND ELECTRICITY BY GENERAL CONTRACTOR, SIGN INSTALLED BY
DEED BOOK 1646 PAGE 256
SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S CONSTRUCTION
MAP CABINET 27 PAGE 43
MANAGER
`
36
30'-0" FLAGPOLE, ALUMINUM FINISH POLE AND FLAG (PER DETAIL SHEET), GALVANIZED
ANCHOR BOLTS, (6"ABOVE GRADE), FOOTINGS BY GENERAL CONTRACTOR, POLE
INSTALLED BY SIGN CONTRACTOR. CONTRACTOR TO COORDINATE WITH MCDONALD'S
CONSTRUCTION MANAGER
`
0A
STEEL PIPE BOLLARD PER DETAIL SHEET
r. `
38
MATCH EXISTING CONCRETE SIDEWALK
I^
CoI
I
I
I
I
I
I
I
I
I
I
I
I
I
/
/
/
I
N
Yl 0w
"�_ASPHAL7"
AREA
NlF
LELAND RETAIL IN; EST ENT 11, LLC
OUTLOT NO. 3
DEED BOOK 2723 PAGE 62
MAP CABINET 35 PAGE 36
(APPLEBEE'S)
N R`
'BUILDING BUFFER AREA#1 =
2,684 SF
SIDEWALK AREA = 1,185 SF `
LANDSCAPING AREA = 1,499 SF \`
XR
41 \ \jo)
lQ���V.ta
Co
\ p
QOJ� �PS
56
PAINT CROSSWALK PER DETAIL SHEET
@
ll //,,/'
, ASP-lALT o /
40 REMOVE EXISTING CONCRETE SIDEWALK AREA I o./ g0J1 /
41 REMOVE EXISTING CURB AND GUTTER
G w /
. /
0.
@MATCH EXISTING CURB AND GUTTER
43 LOADING SPACE (12'X 20)
44 CONSTRUCT MONOLITHIC CONCRETE ISLAND PER DETAIL SHEET
TOWN OF LELAND NOTES:
1. AS -BUILT PLANS ARE REQUESTED BY THE TOWN OF LELAND PRIOR TO
ISSUANCE OF CERTIFICATION OF OCCUPANCY.
LANDSCAPE BUFFER AREA:
BUILDING BUFFER AREA #1 = 2,684 SF
BUILDING LANDSCAPE BUFFER AREA =
1,185 SF OF SIDEWALK
1,499 SF OF LANDSCAPING = 56% LANDSCAPED AREA
7.9
10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43
Ile
/ o ;
OF/
10'UTILITYEASEMENT
MAP CABINET 27 PAGE 43
GOB / i
loe
/ GRAPHIC SCALE
20 0 10 20 40
/
/ 1 inch = 20 ft.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
\o
9
a
r
GENERAL SITE NOTES:
1. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING
UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS
INITIATIVE AND AT NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES
OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM
ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S)
SHALL CONTACT NORTH CAROLINA "ONE CALL" AT 1-800-632-4949 FOR ASSISTANCE 1N LOCATING EXISTING UTILITIES, CALL AT LEAST 48
HOURS PRIOR TO ANY DIGGING.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE AVAILABLE INFORMATION. THE CONTRACTOR SHALL
VERIFY THE EXACT LOCATION OF UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS
AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OFANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS
RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES.
FAILURE OF THE CONTRACTOR TO FOLLOW THIS PROCEDURE SHALL CAUSE THE CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR ANY
SUBSEQUENT MODIFICATION OF THE WORK MANDATED BY ANY REGULATORY AUTHORITY ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
PERMITS ISSUED AND APPLICABLE STATE, COUNTYAND LOCAL CODES.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR PRIVATE, PRIOR
TO WORKING IN THESE AREAS. ACCESS SHALL BE LIMITED UNTIL PERMISSION IS GRANTED.
5. CONTRACTOR SHALL MAINTAIN THE SITE I N A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND
ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR OUTSIDE CONTRACT LIMITS DUE TO
CONSTRUCTION OPERATIONS.
7. ALL SITE DIMENSIONS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED.
8. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES AND REMOVE
ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL REVIEW ALL PLANS AND SPECIFICATIONS AND THE JOB SITE. THE
CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER WHO PREPARED THE PLANS OF ANY DISCREPANCIES THAT MAY REQUIRE
MODIFICATIONS TO THESE PLANS OR OF ANY FIELD CONFLICTS.
10. ALL PERMITS RELATIVE TO THE PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION. ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY AND LOCAL CODES.
11. ALL WORK IN RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH "THE CURRENT EDITION OF THE STATE DEPARTMENT OF
TRANSPORTATION CONSTRUCTION AND MATERIALS SPECIFICATIONS".
12. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BEMADE TOAPPLY CONTINUOUSLYANDNOT BE -
LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND DESIGN
PROFESSIONAL HARMLESS OF ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, ACCEPTING LIABILITYARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR DESIGN PROFESSIONAL.
13. SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE'X"AS DEFINED BYHUD F.I.R.M.
COMMUNITY PANEL NUMBER 3720219600J, WITH AN EFFECTIVE DATE OF JUNE 2, 2006,
ASPHALT
AREA
BUILDING BUFFER AREA #1 =
Z684 SF
SIDEWALK AREA = 1, 185 SF
LANDSCAPING AREA = 1,499 SF
OR 56%
LEGEND
SPILL CURB
HANDICAP RAMP
Q
HANDICAPSTALL
CONCRETE
PROPERTYLINE
-'� SIGN
qq-y•� BOLLARD
Hyo EX. FIRE HYDRANT
—X— FENCE
POLE MOUNTED AREA LIGHT
•O PROPERTYCORNER
F.FE =Xx ,x FINISH FLOOR ELEVATION
PAVING SPECIFICATIONS
CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
SPECIFICATIONS.
NOTE:
MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A
COMPACTION TEST AND/OR A CORE SAMPLE. IF TESTS PROVE CORRECT,
PER ABOVE SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF
MCDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
PARKING INFORMATION
TOTAL 4 SPACES 9' X 20' @ 90 °
SPACES
53 46 SPACES X 20' @ 60 °
3 SPACES 8' X 20' @ 60.
UTILITY INFORMATION
SIZE TYPE LOCATION
SANITARY SEWER 6" PUBLIC, STUBBED TO SITE, IN NEW POINTE BOULEVARD
WATER 8" PUBLIC, NORTHERN PROPERTY LINE (N.C. HIGHWAY 17)
STORM SEWER 24" PRIVATE, SOUTHEAST CORNER OF SITE
ELECTRIC UNDERGROUND, ONSITE AND ALONG NEW POINTE BLVD.
GAS 4" PUBLIC, ALONG NEW POINTE BLVD. (ACROSS FROM SITE)
SURVEY INFORMATION
PREPARED BY COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone]
DATE OF SURVEY.: APRIL 02, 2008, DATE OF MAP: APRIL 3, 2008
PLAN SCALE: 1 " = 20'
STREETADDRESS
NEW POINTE BOULEVARD
CITY STATE
LELAND NORTH CAROLINA
COUNTY
BRUNSWICK
26411
.7 ;.1 TAX PARCEL NUMBER LOCATION CODE NUMBER
der 219606499535
fa,sa
j
CSD FILENAME: 32-1452
MCDO803-SP
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TEMPORARY SEEDING IN NORTH CAROLINA
,
/
SEEDING MIXTUREP EXISTING SILT
SPECIES RATE (Ibfacre) FENCEREMAIN,
CONTRACTOR
TO CONFIRM
RYE (GRAIN) 120 \
/ CCONDITION AND REPAIR AS
ANNUAL LESPEDEZA(KOBE / NECESSARY
LATE WINTER & IN PIEDMONT AND COSTAL PLAIN, /
EARLY SPRING KOREAN IN MOUNTAINS 50 /
/
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER /
IS NOT TO EXTEND BEYOND JUNE.
GERMAN MILLET 40
SUMMER IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDAGRASS / /
MAY BE SUBSTITUTED AT A RATE OF 50 LBIACRE.
pF 000)
0��- (FZ
FALL RYE (GRAIN) 120 / "� 3�� �SQ�P f /
SEEDING DATES: / / / / N`�G� V0O \P
MOUNTAINS - ABOVE 2500 IT: FEB. 15 - MAY 15
LATE WINTER & BELOW 2500 ft: FEB. 1 - MAY 1
EARLYSPRING PIEDMONT-JAN.1-MAY1
COASTAL PLAIN - DEC. 1 - APR. 15 / / 02 b6 Ny s r 29.00
S`r MOUNTAINS -MAY 15 -AUG. 15 / � / ,'1 � 29.80
SUMMER l PIEDMONT- MAY 1 -AUG. 15 / / / L 29.30
( COASTAL PLAIN - APR. 15 - AUG. 15 / 30.00
MOUNTAINS - AUG. 15 - DEC. 15 / �. / .I1 ! No
FALL COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC.30
30.00
SOIL AMENDMENTS / 29.50 \ \\ 29.50
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZOOO LBS7ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBS7ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4, 000 LBS/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
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
/ CONSTRUCT6"
CONCRETE CURB
28.5I
28.00
28.60
28,10
2794
28.55
28.05 ^
CONSTRUCT 6"
CONCRETE CURB O-o�
TRANSFORMER
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED AND MAINTAINED DAILYAND AFTER
EACH RAINFALL GREATER THAN 0.5 INCHES. ANY SEDIMENT THAT HAS BEEN TRANSPORTED BEYOND THE PROJECT
LIMITS SHALL BE REMOVED. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:
CONSTRUCTION ENTRANCE:
INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE, TOP DRESS WITH
NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION
AFTER RUNOFFPRODUCINGRAINS. MAINTAIN ALL VEGETATION INA HEAL THY, VIGOROUS CONDITION. SEDIMENT
PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY.
SILT FENCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF SD A E IMENT FENCE COLLAPSE TEAR DECOMPOSE
, OR BECOME INEFFECTIVE
REPLACE IT IMMEDIATELY REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE GRAVEL OUTLET:
INSPECT SEDIMENT FENCE GRAVEL OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN ANY RIP RAP DISPLACED MUST BE REPLACED IMMEDIATELY.
OUTLET STABILIZATION STRUCTURE'
INSPECT RIP RAP STRUCTURES WEEKLY AND AFTER SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENTS TO SEE IF
ANY EROSION AROUND OR BELOW THE RIP RAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
BLOCK AND GRAVEL INLET PROTECTION:
REMOVE SEDIMENTAS NECESSARY TO
INSPECT THE BARRIER OFAFTER EACH RAIN AND MAKE REPAIRS AS NEEDED. R E O
PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. 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, THEN SMOOTH AND COMPACT IT. APPROPRIATELY
STABILIZE ALL BARE AREAS AROUND THE INLET.
CONSTRUCTION SEQUENCE:
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT EROSION IS MINIMIZED AND THAT
COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, AND
ORDINANCES IS MAINTAINED THROUGHOUT EXECUTION OF THIS PROJECT.
1.) OBTAIN A LAND DISTURBING PERMIT. SCHEDULE PRE -CONSTRUCTION MEETING.
2.) INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT
TRAPS OR OTHER MEASURES AS SHOWN ON THEAPPROVED PLAN. CLEAR ONLYAS
NECESSARY TO INSTALL THESE DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND
BASINS IMMEDIA TEL Y AFTER CONSTRUCTION. SEE DETAIL ON SEEDING SCHEDULE.
CONTRACTOR SHALL BEGIN WITH SEDIMENT FENCING AND ALL OTHER SEDIMENT
CONTAINMENT DEVICES FOLLOWED BYALL DIVERSION AND BY-PASS DITCHES7BERMS.
3.) BEGIN CLEARING/GRUBBING AND GENERAL EXCAVATION ON SITE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PHASEISTAGE EROSION CONTROL TO ALLOW
FOR CONSTRUCTION.
NOTE: CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION DEVICES AT LEAST ONCE
A WEEK AND AFTER EVERY RAINFALL. GRADING ACTIVITY SHALL BE PROHIBITED IN THE
AREAS OF THE SEDIMENT CONTROL DEVICES/SEDIMENT TRAPS UNTIL THEAREAS
UPSTREAM OF THESE DEVICES HAVE BEEN STABILIZED AND APPROVED.
4.) BEGIN INSTALLING UPSTREAM STORM DRAINAGE SYSTEM. INSTALL APPROVED INLET
PROTECTION. TERMINATE STORM DRAINAGE SYSTEM AT TEMPORARY SEDIMENT TRAP
DEVICES UNTIL SUCH DEVICES HAVE BEEN APPROVED FOR REMOVAL. ADDITIONAL
MEASURES MAY BE REQUIRED BY THE INSPECTOR DUE TO THE ROUTING OF THE STORM
DRAINAGE SYSTEM AND ACTUAL FIELD CONDITIONS;
NOTE: SEDIMENT BASINS SHALL BE FUNCTIONAL THROUGHOUT GRADING AND
EXCAVATING.
5.) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
PAVING, DITCH LININGS, ETC.. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15)
DAYS OF COMPLETION OF ANY PHASE OF CONSTRUCTION;
NOTE: THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL DEVICES REMAIN
UNDISTURBED DURING CONSTRUCTION OF THE BUILDING PADS AND ASSOCIATED
PARKING7DRIVE AREAS ADJACENT TO THESE DEVICES UNTIL THE CONTRIBUTING
UPSTREAM AREAS HAVE BEEN STABILIZED AND APPROVED.
6.) NOTIFY NCDENR LAND QUALITY OFFICE BEFORE REMOVAL OF ANY EROSION CONTROL
MEASURES, WHEN SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING,
SEDIMENT BASINS, ETC.., AND SEED OUT OR PAVE ANYRESULTING BARE AREAS.
29.80
-29.30
+
28.75 \
r
2VO
28.50
+ ``27/
28.50
28.20
LIGHT
POLE (typ.)
N1F
CROSS CREEK LAND COMPANY, LLC.
LOT#7
DEED BOOK 1646 PAGE 256
MAP CABINET 27 PAGE 43
O
ASPHALT
AREA
10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43
T
/
28.50+
IN
29.70
150 LF -15" RCP
/ @ 0.93%,,,,
/ry v INLET
PROTECTI
f (TYP)
f ' 25.60 /
25 10
i
2-►7
/
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ASPHALT
AREA
N/F
LELAND RETAIL INVESTMENT II, LLC
OUTLOT NO. 3
DEED BOOK 2723 PAGE 62
MAP CABINET 35 PAGE 36
(APPLEBEE'S)
n
GRADING/EROSION CONTROL NOTES:
®lmmmmmmmm _
1.) THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OFALL EXISTING UTILITIES ARE
NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT
NO EXTRA COSTS HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA
COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM ANY DELAY
DUE TO REMOVAL OR REARRANG
EMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S) SHALL CONTACT
NORTH CAROLINA "ONE CALL" AT 1-800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY
DIGGING. -... -t_...
2.) SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "X "AS DEFINED BY HUD F.I R.M.
COMMUNITY PANEL NUMBER 3720219600J, WITH AN EFFECTIVE DATE OF JUNE 02, 2006.
3.) ALL GRADING AND BACKFILLING, EXCAVATING, ETC., SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH IN THE
GEOTECHNICAL INVESTIGATION REPORTS. REFER TO THESE REPORTS FOR ADDITIONAL INFORMATION NOT TRANSFERRED TO THESE PLANS.
4.) THE EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO ANY EARTHWORK.
5.) ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED. NCDENR LAND QUALITY MUST BE
NOTIFIED BEFORE ANY EROSION CONTROL MEASURES ARE REMOVED.
6.) ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED AND REPAIRED AT A MINIMUM OF WEEKLY BASIS AND AFTER EVERY RAIN EVENT.
7.) ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE SITE SHALL BE MAINTAINED SO AS TO MINIMIZE
SEDIMENT -LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM.
8.) ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
9.) THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING AND CONSTRUCTION IS 1.34 ACRES.
10.) PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT 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. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
11.) ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED UNTIL A GOOD STAND OF GRASS IS
OBTAINED IN ACCORDANCE WITH
A. 100 LBS PER 1, 000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED FOR INITIAL ESTABLISHMENT.
B. 20 LBS OF 10-10-10 FERTILIZER OR EQUIVALENT PEER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED:
1. SPRING SEEDING: MARCH 1 - APRIL 30, SPRING OATS 2.5 LBS PER 1,000 SQUARE FOOT.
2. SUMMER SEEDING: MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT MIXED WITH 1 BUSHEL OF SAWDUST FOR
UNIFORM SEEDING.
3. ASPHALT MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING WILL BEE MULCHED.
12.) SEE LANDSCAPE PLAN FOR PERMANENT SEEDING OR SOD SPECIFICATIONS.
13.) ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT GROUND BREAK.
14.) UNLESS OTHERWISE SPECIFIED ON THESE PLANS, ALL STORM DRAINAGE PIPES ARE TO BE RCP, CLASS /IL
ASPHALT 15"RCP l
AREA ,
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26405 CURB INLET (CB)
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26.25 S
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26.50 r / Rt(� // ' PVC IN TRAFFIC AREAS
26.00 / / O� / i CLEANOUTS LOCATED @ ALL BENDS
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HANDICAP PARKING AREA
' � �DRAfN INLET j / / C
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/ Rlr'A: 26.16
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+26 40 "6 / ,/ BW=XXXXX BW IS GROUND AT BOTTOM OF WALL
/ ±25.90 ,�
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CURB & GUTTER)
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� CONTRACTOR TO REFER TO SOILS REPORT FOR SITE SPECIFIC PAVEMENT
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0� NOTE.,
& G / ,% MCDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A
/
TE T COMPACTION S AA CORE SAMPLE. IF TESTS PROVE CORRECT,
PER ABOVE SPECIFICATION,
, TESTS WILL BEAT THE EXPENSE OF L
MCDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
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/ TOTAL 4 SPACES 9' X 20' @ go -
/ 25.90 i7�(iL'��b� G /// SP��S 46 SPACES 9' X 20' @ 60 '
25.40 ` 5.30 i +25.30 /
5.00% 24.80 //(MATCH EXISTING / 3 SPACES 8' X 20' @ 60 '
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SURVEY INFORMATION Q
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8312 CREEDMOOR ROAD K
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P /
CITY STATE LELAND NORTH CAROLINA STATUS DATE BY
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PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION MCDO803-GP CONTROL PLAN
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PROVIDE I" PVC WEEP
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(GRAVEL BEDDING BEHIND CURB) 24
6"
PRE -CAST CONC. WHEEL
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3. CONTRACTION JOINTS SHALL BE SPACED AT 10'
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SECTIONA-A
CONCRETE SLAB DETAIL
NOTES: /
1. CUSTOMER ORDER DISPLAY IS TO BE PLACED 18" FROM FACE OF CURB.
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2. MENU BOARD END CAP SHOULD BE A MINIMUM OF 18" FROM FACE OF CURB.
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PAVING SPECIFICATION
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ASPHALT _�� SPECIFICATIONS.
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PER ABOVE SPECIFICATION, TESTS WILL BEAT THE EXPENSE OF
NOTE: PLACE 30' FROM CENTERLINE BACK OF CURB J O JOIN TO CURB MCDONALD'S, OTHERWISE, GENERAL CONTRACTOR WILL BE CHARGED.
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NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TT-P-19520).
PARKING INFORMATION
GRILL STALL (TYPICAL)
TOTAL 4 SPACES 9' X 20' @ 90 •
SPACES
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McDONALD'S "THANK YOU"
46 SPACES s' x zo' @ so •
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3 SPACES 8' X 20' @ 60 "
2.00% MAXIMUM CROSS SLOPE
_
SECTION 8-B CONTROL JOINTS @ 5'-0" O.C.
PAINT YELLOW
PAINT YELLOW �j
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CURB TO CURB UTILITY INFORMATION
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UNPAINTED
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SIZE TYPE LOCATION
SANITARY SEWER 6" PUBLIC, STUBBED TO SITE, IN NEW POINTE BOULEVARD
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EXPANSIONS STANDARDS AND SPECIFICATIONS
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CONTROL JOINTS @ 5'-0" O.C.
WATER 8" PUBLIC, NORTHERN PROPERTY LINE (N.C. HIGHWAY 17)
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STRIPING ELECTRIC UNDERGROUND, ONSITE AND ALONG NEW POINTE BLVD.
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SHALL BE BEFORE
THEARROWAND ON EVERY
U
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- DIFFUSING RIBS IN 45" CHEVRON PATTERN GAS 4- PUBLIC, ALONG NEW POINTE BLVD. (ACROSS FROM SITE)
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SECTION A -A
NOTE: MINIMUM FLOW RATE OF 100 SF PER GALLON (PAINT FEDERAL SPECIFICATION: TT-P-195213).
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McDONALD'S "DRI VE-THRU" DIRECTIONAL ARROW
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s
2'-0"
M/N/MUM DEPTH OF 4" THICK DATE OF SURVEY: APRIL 02, 2008, DATE OF MAP: APRIL 3, 2008
(typ')
TOE PROTECTION
o
K
j
6" HOPPING
SECTIONSECTION PLAN SCALE: NOT TO SCALE
>
Z
j
ASPHALT--,,,TAMP
NOTES:
O
w
O
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STREETADDRESS
1. DRAINAGE FLUME SHALL EXTEND
z
z
z
z
c
O
°
°
TO THE BOTTOM OF THE NEW POINTE BOULEVARD
o
a 1'R
PDOWN
OND OR SCALE
w
w
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Q
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3'R
I
L J 5•_0" 4r_0r
2. TO BE USED ON GRADUAL SLOPES CITY STATE
OF 4:1 OR LESS LELAND NORTH CAROLINA
°®® °°ec
STATUS
DATE
BY
_
11 1=1 1=1 1=1 1=1 1=1 1=1 1=1I 1-1=191 II 1 11 1 11 1 111
=1 —III III —III III —I I1=1I —I I1 1I 1 1I1=111=1 11=1I M I 1=1 11=1 11=1 I I-1 I I—
=1=11 1=1 1=1 1-1—II 1=1-1 1=1 1=1 1=1 1=1 1-1 1—I 1—I 1-11
III—III=III=III=IIIJII=III=III=III=IIIIII=III=III=III=III—III—III=III-
FINAL
1'_0"
(tYP)
CONCRETE FLUME
° O • °
��5� COUNTY
PLAN CHECKED
NOTE: CONTRACTOR SHALL USE HOPPING TAMP ADJACENT TO CONCRETE.
NOTES:
7. WHITE PAINT. MINIMUM FLOW RATE OF 100 SF
a °Q BRUNSWICK
g SEAL
AS -BUILT
-
-
ASPHALT/CONCRETE TRANSITION
PER GALLON (PAINT FEDERAL SPECIFICATION:
TT-P-19520).
2.45"-52"SPACING.
WA4 y
'�1 ' = TAX PARCEL NUMBER LOCATION CODE NUMBER
219606499535
C-7
3. DO NOT REPLACE DRIVE-THRU ARROWS.
DIRECTIONAL ARROWS
./
J. �� e°`°° CSD FILENAME: 32- / 452
DETAILS
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION MCDO803-DTL 1

PLANTING SCHEDULE (SEE LANDSCAPING NOTE #12)
SYMBOL
KEY
NO.
BOTANICAL NAME
COMMONNAME
CALIPER
HEIGHT
ROOT
COMMENTS
_--
AR
4
ACER RUBRUM'OCTOBER GLORY'
OCTOBER GLORY RED MAPLE
2"
8'- 10,
B & B
-
°
LI
4
LAGERSTROEMIA INDICA'NATCHEZ'
NATCHEZ CREPE MYRTLE
1.5" MIN
6'- 8'
B & B
-
OIN
2
ILEX "NELLIE R. STEPHENS"
NELLIE R. STEPHENS HOLLY
1.5"MIN
6'- 8'
B & B
-
=uv,=
IV
4
2 ILEX VOMITORIA "NANA"
DWARF YAUPON HOLLY
-
18"- 24"
CONT.
3 GAL.
O
VD
7
2 VIBURNUM DAVIDII
DAVID VIBURNUM
-
18"- 24"
CONT
3 GAL.
GJ
8
GARDENIA JASMINOIDES
GARDENIA
-
18"-24"
CONT.
3GAL.
RU
19
RHAPIOLEPSIS UMBELLATA
YEDDO HAWTHORNE
-
18"- 24"
CONT.
3 GAL.
ANNUALS
LANDSCAPE CALCULATIONS:
1 CANOPY TREE/ 15 PARKING SPACES
53/15= 4 TREES REQUIRED
4 RED MAPLES PROVIDED
1 UNDERSTORY/10 PARKING SPACES
53/10= 10 TREES REQUIRED
4 CREPE MYRTLE PROVIDED
2 NELLIE STEPHENS HOLLY PROVIDED
1 SHRUB/4 SPACES
53/4= 14 SHRUBS REQUIRED
14 SHRUBS PROVIDED
LANDSCAPE NOTES:
LANDSCAPE BUFFER AREA: /'
BUILDING BUFFER AREA #1 = 2,684 SF /
�qs
BUILDING LANDSCAPE BUFFER AREA = ,c�PA
1,185 SF OF SIDEWALK
1,499 SF OF LANDSCAPING = 56% LANDSCAPED AREA / lv�
Ile
/ J
/�P�tl
/ le
G`C�r! A �G
/ pF pPO� � ,•
el
oe
3 /
le
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Y
1.) THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OFALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN
ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COSTS HAVE
LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR
EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE,
OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NON -SUBSCRIBING UTILITIES. THE CONTRACTOR(S)
SHALL CONTACT NORTH CAROLINA "ONE CALL"AT 800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING
UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING.
2.) ENTIRE SITE SHALL BE SODDED UNLESS SPECIFIED ON PLAN OR REQUESTED BY REGIONAL
CONSTRUCTION MANAGER USE LOCALLY ADAPTED SOD.
3.) THE GENERAL CONTRACTOR SHALL LEAVE THIS SITE AT 6" FROM FINISHED GRADE. THE LANDSCAPE
CONTRACTOR SHALL REVISE GRADES ATA MINIMUM TO ENSURE SMOOTH TRANSITIONS BETWEEN
PLANTING BEDS AND LAWN AREAS.
4.) PLANT GUARANTEE: ALL PLANTS SHALL BE GUARANTEED TO LIVE FOR TWELVE MONTHS. THE GUARANTEE
SHALL COMMENCE UPON FINAL ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN
UNHEALTHY CONDITION BEFORE FINAL ACCEPTANCE, THE LANDSCAPE CONTRACTOR SHALL REPLACE
DEAD OR DYING PLANT MATERIAL AT HIS EXPENSE. THIS REPLACEMENT SHALL NOT BE CONSIDERED A
GUARANTEED REPLACEMENT.
5.) ALL PLANTING SHALL BE PLACED WITHIN A MULCHED PLANTING BED
ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUT AWAY AND REMOVED FROM ROOT
BALLS PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 113 OF BURLAP FROM ROOT BALL.
6.) ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURRENT CITY STANDARD DETAILS AND
SPECIFICATIONS.
7.) ALL AREAS NOT MULCHED SHALL BE SEEDED OR SODDED IN ACCORDANCE WITH THE AREA SPECIFIED ON
PLANS WITH GRASS SPECIES RECOMMENDED FOR REGION AS PRESCRIBED IN THE SEEDING SCHEDULE AS
SHOWN ON THIS SHEET.
8.) SITE LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED TREES.
9.) TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE PRESERVATION AREAS IN ACCORDANCE
WITH CITY STANDARDS.
10.) COORDINA TE ALL WORK WITH SITE LA POUT AND SITE GRADING, DRAINAGE & UTILITIES PLAN.
11.) MULCH ALL AREAS, THAT ARE NOT SEEDED OR SODDED, WITH SHREDDED HARDWOOD MULCH OR
APPROVED EQUAL AS SPECIFIED TO A DEPTH OFY 4".
12.) THE SELECTION AND INSTALLATION OF PLANTS AND PLANTING METHODS SHALL CONFORM WITH THE
STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN OR THE CITY STANDARD DETAILS AND
SPECIFICATIONS, WHICHEVER IS STRICTER. -
13.) CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES. DRAWINGS SHALL RULE OVER PLANT
LISTS.
14.) SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT OR ENGINEER FOR APPROVAL, PRIOR
TO INSTALLATION, SUBSTITUTIONS MAY REQUIRE ADDITIONAL APPROVAL BY THE GOVERNING
JURISDICTION.
15.) ALL LANDSCAPING SOIL AND FILL SHALL BE FREE FROM WEEDS, REFUSE, AND DEBRIS AT ALL TIMES.
16.) TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED, AS NECESSARY, USING STAKES AND
GUYS, SUCH SUPPORTS SHALL BE DESIGNED SO AS TO PROTECT TREES AND SHRUBS FROM INJURY.
TREES AND SHRUBS SHALL BE FASTENED TO THE SUPPORT WITH AN ACCEPTABLE COMMERCIAL TREE TIE
OF PLASTIC OR HOSE COVERED WIRE.
17.) THE MAXIMUM GROWTH HEIGHT OF ANY LANDSCAPING WITHIN THE SIGHT TRIANGLE SHALL BE THREE (3)
FEET IN HEIGHT OR AS REQUIRED AGENCIES HAVIING AUTHORITY OVER THE PROJECT.
18.) ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6" BELOW TOP OFALL WALKS AND CURBS. FINISH
GRADING, LANDSCAPING AND SPRINKLER SYSTEMS ARE BY THE OWNER/OPERATOR.
,
,
,
,
,
'A ,
1\
20
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CROSS CREEK LAND COMPANY, LLC.
LOT#7
DEED BOOK 1646 PAGE 256
MAP CABINET 27 PAGE 43
10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43
���' tic;' • �'d 1
(1) IN
NOTE.
IN SOME CASES THE MULCH IS
ONLY SPECIFIED DIAMETER.
SEE PLANS AND SPECIFICATIONS
FOR FURTHER COORDINATION
OF MULCHING.
TYPICAL CONTAINER (POTTED)
DECIDUOUS SHRUB
SHREDDED HARDWOOD
BARK MULCH
(1) AR
�/ 3"-4"MUDDLE RING
� \
PLANT BALL
PLANTING SOIL
(4) LI
CONSTRUCTION SOIL
BUILDING BUF� AREA 1=1
2,A F
SIDEWALKA EA-1,1 SF
LANDSCAPING AREA = ,499 SF
rm
(7) VD
AR
A
,
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yo P�Zz
SODloe
10,
\
(1)A 144 GpS`G w� QQROO��q��j/
\ ,
.'' / 6
10,
\0 / 10' UTILITY EASEMENT
MAP CABINET 27 PAGE 43 C
/
/
NOTE.,
PRUNE SHRUB AS RECOMMENDED BY GROWER
ONLY AFTER THE PLANT HAS BEEN WATERED
INTO THE PLANTING SOIL.
SHRUB PIT TO COMPILE
WITH DEPTHS AND
WIDTHS FOUND IN THE SPECS.
SHRUB PLANTING DETAIL
IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO
COORDINATE WITH THE IRRIGATION CONTRACTOR, FOR
IRRIGATION SLEEVE SIZE, FOR IRRIGATION SYSTEM.
55
Ski ,, .�P�P ,•' � '�� �� /////
G 1N
PARKING INFORMATION
TOTAL 4 SPACES 9' X 20' @ go
e
/ �'� SPACES
i' 46 SPACES 9' X 20' @ 60 °
53 3 SPACES 8' X 20' @ 60.
\�\ UTILITY INFORMATION
SIZE TYPE LOCATION
SANITARYSEWER 6- PUBLIC, STUBBED TO SITE, IN NEW POINTE BOULEVARD
WATER 8"PUBLIC, NORTHERN PROPERTY LINE (N.C. HIGHWAY 17)
STORM SEWER 24" PRIVATE, SOUTHEAST CORNER OF SITE
ELECTRIC UNDERGROUND, ONSITEAND ALONG NEW POINTE BLVD.
GAS 4"PUBLIC, ALONG NEW POINTS BLVD. (ACROSS FROM SITE)
SURVEY INFORMATION
PREPARED BY: COMMERCIAL SITE DESIGN, PLLC
8312 CREEDMOOR ROAD
RALEIGH, NORTH CAROLINA 27613
PHONE: [phone]
DATE OF SURVEY: APRIL 02, 2008, DATE OF MAP: APRIL 3, 2008
PLAN SCALE: 1 " = 20'
STREETADDRESS
NEW POINTE BOULEVARD
CITY STATE
_,.OpNeTfaae. LELAND NORTH CAROLINA
C?5 /
GRAPHIC SCALE
20 0 10 20 40
/ I inch = 20 ft.
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
rT % COUNTY
SEAL BRUNSWICK
20411 b
• TAX PARCEL NUMBER LOCATION CODE NUMBER
.�� 219606499535
J. a`
®�G°°°"
CSD FILENAME: 32-1452
MCD0803-LS
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STATUS
DATE
BY
FINAL
PLAN CHECKED
AS -BUILT
L-1
LANDSCAPE PLAN

FM FM
X — R/W EX. R/W FENCE
W W W W W -
OUTLOT #4
1.310f Ac.
MB 35, Pg. 36
DB 1646, Pg. 256
PIN# 047FC003
ZONING: C-2
24" STANDARD CONIC.
CURB & GUTTER
ON SITE PERIMETER
(TYP.)
SAW CUT AND REMOVE EXISTING
ASPHALT, SIDEWALK, AND CURB &
GUTTTER AS NECESSARY TO INSTALL
NEW CURB & GUTTER. MATCH
EXISTING ELEVATIONS.
— — R/W
PROPOSED 5' CONC SIDEWALK (BY OTHERS)
W
US HIGHWAY 17 - (OCEAN HIGHWAY) - 340' PUBLIC R/W
PROPOSED MONUMENT SIGN LOCATION
SIGN SHOWN FOR LOCATION APPROVAL
OUNDER A SEPERATE SUBMITTALNLY. SIGN PERMIT SHALL BE REVIEWED
FMAPPROX. LOCATION OF EXISTING FORCE MAIN `
S4'55'28"E
APPROX. LOCATION OF EXISTING 8" WATERLINE
W W W W W
2 .00-
W W W t20'MIN. BUILDING SETBACK
OR
y
6' CON
SLOPED
A
"TO Go"
I
-
TRANSI
SPACE
FROM 6
MAX. SL
1:
"To G`o
F.F.E. = 30.67'
SPACE
.
"TO
GO' PARKING
6' WID
C
SIGNS (TYP.)
SIBEWA
TH
3 SIGNS
ROWIL
D
3
WOOD GATES
PAINTED TO
'OD
v
D.
18
2 '
18'
-
6
MATCH PRIMARY
;n
BLDG. COLOR
n
;
z
?
—
m
$' TFIICK BLACK d
3000, PSI CONC.,
° WWFi 1/4, REB/ R O
12" O.C. EACH WAY°
d
6" 'BOLLARD
`r
1 x
a
,
�1 6• a
•2 DUMPSTERS
-4 BOLLARDS m
� Ie
9a- BQLLARD
TR
W
FM
W
EX. R/W FENCE
RTW
.5'R 18.2'
v
N
i
z
m
c
z
rNn
x
W
EX. FIRE HYDRANT
FM
R W
O
P N
CROSS HATCHED AREA
DENOTES HEAVY
DUTY PAVEMENT
8" CABC
2" H BINDER
1" 1-2
PARKING AREA PAVEMENT
LIGHT DUTY
6" CABC
2" H BINDER
1" 1-2
ALL PAVEMENT MARKINGS
SHALL BE WHITE PAINT
NOTE:
WCR = WHEEL CHAIR RAMP
ERP = EXISTING REBAR
OUTLOT #2
1.289t Ac.
MB 35, Pg. 36
DB 2185, Pg. 1344
PIN# 0470002417
ZONING: C-2
.4" STANDARD CONC.
CURB & GUTTER
ON SITE PERIMETER
(TYP-)
ZONED C-2
REGIONAL BUSINESS COMMERICIAL
BUSINESS DISTRICT
MIN LOT SIZE: 15,000 SF
SETBACKS
FRONT — 25'
SIDE — 7.5'
REAR — 20'
MAX. BUILD. HT — 35'
________0Co RAW
c.xn $$
CL F z
o $ rn
'--PROPOSED 18" CURB & GUTTER (BY OTHERS) v 6^PVC
gY - - - $$ -�----
S PROPOSED ICI
— — — — — — — — — — — — — ---
-----------
SS SS SS PROPOSED 8"PVC SAN. SEWER (BY OTHERS)
NEW POINTE BLVD. EXTENSION - 509 PUBLIC R/W
b
ad
Co
II
RAW --- — —— — — —
I I --R/W
cNCARO< r," nEsio+En ALP
4 `���j DRAVN RTMJR
�� S�4L � a
2203 i = /� I/VI/vV1 Cf.CK0 ALP
.- PRE.EN6 LRH
Z-
0 O6 DATE
23.29t Ac.
MB 32, Pg. 514
DB 2186, Pg. 14
PIN# 0470002414
ZONING: C-2
USE: WALMART
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
SITE SUMMARY INFORMATION
DEVELOPMENT NAME: Applebee's Neighborhood Grill & Bar
Outlot #3
STREET ADDRESS: US HWY 17 (Ocean Highway)
MAP BOOK: 35, Page 36
PIN: 0470002418
ZONING DISTRICT: C-2
SITE AREA: 1.301+/- Ac.
CURRENT USE: SHOPPING CENTER OUTPARCEL
PROPOSED USE: 199 SEAT RESTAURANT
(WITHOUT DRIVE THRU OR OUTDOOR DINING)
5,776 S.F. G.F.A.
777 S.F. PROTECTED, 4,999 S.F. UNPROTECTED
MAXIMUM BUILDING HEIGHT: 21'-101/2"
PARKING REQUIRED: 1 SPACE PER 100 S.F.
5,776/100 = 58 SPACES REQUIRED
PARKING PROVIDED: 103 INCL. 5 H/C
SITE PAVEMENT AREA: 32,927 SF
SITE IMPERVIOUS AREA: 44,710 SF (78.89% OF SITE)
OWNER:
BEST LOCATIONS, L.L.C.
170 Wind Chime Court
Raleigh, N.C. 27615
Phone: [phone]
Fax: (9I9) 846-0121
Contact: B.J. Stolz
. 0
RI-1 30"x3O"
STOP SIGN
(TYP.)
NOTE: ALL TRAFFIC SIGNAGE AND
MARKINGS MUST MEET MUTCH AND
NCDOT STANDARDS.
*momir11MISSb1�
Quwrf
NOTES:
1. BOUNDARY INFORMATION AND EXISTING FEATURES INFORMATION
PROVIDED BY: SOUTHWIND SURVEYING AND ENGINEERING INC.
SITE DESIGN IS BASED ON CONSTRUCTION PLANS PROVIDED BY
GRAY ENGINEERING CONSULTANTS, INC.
132 PILGRIM ROAD, GREENVILLE, SC. PHONE: [phone]
THE FIELD SURVEY AND ELEVATION SHALL BE VERIFIED PRIOR TO
THE BEGINNING OF CONSTRUCTION.
2. BENCH MARK: RIM OF EX. SEWER MH LOCATED 400't WEST OF
PROPOSED MANHOLE SHOWN. ELEVATION: RIM=25.81'
3. ALL PAVING AND GRADING WORK SHALL BE IN ACCORDANCE
WITH NCDOT AND TOWN OF LELAND SPECIFICATIONS.
4. ALL MATERIALS AND METHODS OF INSTALLATION TO BE IN
ACCORDANCE WITH TOWN OF LELAND'S SPECIFICATIONS
AND STANDARDS.
5. CURB INLETS AND JUNCTION BOXES SHALL BE TOWN OF
LELAND'S STANDARDS AND SPECIFICATIONS. CONTRACTOR
SHALL INSTALL PIPE WITH WATER TIGHT GASKETS.
6. ALL DIMENSIONS ARE FROM BACK OF CURB TO
BACK OF CURB, OR TO FACE OF BUILDING WALL
OR TO PROPERTY LINES. UNLESS OTHERWISE NOTED.
1 7. CONCRETE IN DUMPSTER AREA TO BE BLACK, 6" THICK REINFORCED
WITH #4 REBAR ® 12" O.C. EA. WAY, 3,000 PSI, FIBER REINFORCED.
8. ALL ON —SITE CONCRETE CURB & GUTTER TO BE 24" WIDE.
ALL CURB AND GUTTER ON THE UPHILL SIDE SHALL BE
A" CONSTRUCTED TO SPILL.
9. TIE ON —SITE 24" CONCRETE CURB & GUTTER TO PROPOSED
18" CURB & GUTTER (BY OTHERS) AT CONNECTION LOCATIONS
SHOWN ON PLAN.
10. EXPANSION JOINTS IN THE CONCRETE CURB AND GUTTER SHALL
SHALL BE PLACED EVERY 30' ON CENTER.
11. CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY
OVERALL STAKING LAYOUT TO INSURE THAT POINTS STAKED
WITHIN THE ESTABLISHED LEGAL BOUNDARY OF THIS SITE
COINCIDE WITH AND ARE A CORRECT REPRESENTATION
OF THE OVERALL SITE PLAN. ANY DISCREPANCY SHALL BE
IMMEDIATLY REPORTED TO THE OWNER AND SITE ENGINEER
BEFORE BEGINNING CONSTRUCTION.
12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR
ACTUAL BUILDING DIMENSIONS AND SPECIFICATIONS.
DIMENSIONS SHOWN ARE FOR REFERENCE ONLY.
13. CONTRACTOR SHALL DIRECT ROOF DRAINS TO THE NEAREST
INLET OR DRAINAGE SWALE. POSITIVE DRAINAGE AWAY FROM
THE BUILDING SHALL BE MAINTAINED AT ALL POINTS.
14. CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION CONFERENCE
PRIOR TO BEGINNING ANY WORK ON THIS SITE.
15. SEE SHEET D-1 THRU D-3 FOR ADDITIONAL DETAILS.
16. THIS PROPERTY IS NOT LOCATED IN ANY FLOOD PLAIN PER
THE FEMA PANEL 2196, DATED JUNE 2, 2006.
REFERENCE PANEL NO. 3720219600 J.
17. BLACK CONCRETE COLOR SHALL BE "BLACK IRON OXIDE" BY
CUSTOM MATCH CORPORATION, DURHAM N.C. 919-383-1203
THE MIX SHALL CONTAIN 37 LBS OF PIGMENT PER CUBIC YARD.
PROJECT NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TYPE, SIZE, DEPTH AND
MATERIAL OF ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2. ALL BUILDING CONSTRUCTION AND UTILITY INSTALLATION SHALL BE IN ACCORDANCE
WITH TOWN OF LELAND AND THE STATE OF NC STANDARDS.
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS LATEST EDITION.
SHEET INDEX: GRAPHIC SCALE
C1 ..... SITE PLAN 20 0 10 20 40 so
C2 ..... GRADING PLAN
C3 ..... EROSION CONTROL
C4 ..... UTILITY PLAN ( IN FEEL'
C5 ..... LANDSCAPING PLAN 1 inch = 20 ft.
D1 ..... DETAILS
D2 ..... DETAILS
D3 ..... DETAILS PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
SITE PLAN
DATE, JULY 2006
SW PROJ, # 06-0033
DWG FILE 006-0033D
SCALE I
HORIZONTAU
NOTED
VERTICAL,
N/A
SHEET NO.
C
OF,

X - R/W EX. R/W FENCE
- - - - - - - - - - - - - - - - -261/
- - - - - - - - - - - - - - - - -28-
30 °
0.
:
C4
N
OUTLOT #4
1.310t Ac.
MB 35, Pg. 36
DB 1646, Pg. 256
PIN# 047FC003
ZONING: C-2
24" STANDARD CONC.
CURB do GUTTER
ON SITE PERIMETER
(TYP.)
PROPOSED _�'V
CONTOURS
(BY OTHERS)
i
i
i
i
i
i
/ 28�
i
US HIGHWAY 17 - (OCEAN HIGHWAY) - 3409 PUBLIC R/W
APPROX. LOCATION OF EXISTING FORCE MAIN
N54'55'28'E
v
a�
29'
�- m 9 81
29.53 a °
6' CONCRETE
SLOPED SIDEWALK
SITION CURB
FR 6' TO 0"
MAX. OPE 1: 20
75
a ra
a:
"TO GO
SPACE
o
p
A
Ad
"TO GO
SPACE
_moo
"TO co
SPACE
°
e
;30.55
- CEO -.I . /-I. I
d 29.70
�110
a P . ' 2s_56
+ .��
29.
°. 30.14 -30.0
i.a. \. a..- 29.0+
ADS DRAINS-
W/DOMED GRATES
F.F.E. = 30.67'
ROOF DRAIN -
MIN. SLOPE-1.0%
3 (TYP).
OWNSPOU _ -
n l6.3 _ -
n 0.67 30.67 DOWNSPOU
29.80- 29.70 a -
- �2ga - ,❑' �a
i
M�29.60 ° zsa6 p#2 n1� cb� ..
^b' " m
pINV OUT=25.10
°28.Of
30.25
9.461 28.5
n .
a
29°5
i EX.CB#i OB #1
29
RIM=(NONE) RIM=27.50
EX.INV IN=20.81 INV OUT=24.00 II
52'-150RCP O 3.85
EX.INV OUT-20.73 7[
EX.INV=21.71
N
SAW CUT AND REMOVE EXISTIN
ASPHALT, SIDEWALK, AND CURB
GUTTTER AS NECESSARY TO INSTALL Cen 65'-15•RCP 01,3y� ce 27.70
NEW CURB do GUTTER. MATCH 27. o _
28- EXISTING--ELEVATION-8� + o -28 1 .40 28.20 2
EX. R/W FENCE - - R/W
- - - - 2 6 - - - -
- - - - - - - - - - -
-- ----28-27-----------
--------29-------
PROPOSED
CONTWRS
(BY OTHERS)
-29----- - - - - 29 ------
6' CONCRETE
SLOPED SIDEWALK
TRANSITION CURB
FROM 6" TO 0'
MAX. SLOPE 1:20-
-6' WIDE CONC_
SIDEWALK WITH BRICK
ROWLOCK BORDER
(TYP) -
OUTLOT #2
1.289t Ac.
MB 35, Pg. 36
DB 2185, Pg. 1344
PIN# 0470002417
ZONING: C-2
24" BLACK CONCRETE �24' STANDARD CONC.
CURB do GUTTER CURB do GUTTER
AROUND BUILD ON SITE PERIMETER
(TYP) (TYP-)
-28- -/ - - - If "b,- - - - - -28 - - - - - - - - - -
10
EX.INV=20.55 EX.CBf7
2)=23.10 RIM -(NONE)
F1)-23.10 CB #3 INV IN(EX.INV)=20.37
F3)-21.90 I� TTW=27.00 INV IN(CB#4)-20.31
21.00 26.50 INV OUT=23.50 INV IN(24')=20.38
INV OU 36' =20.28
27.00' -28-
-27- 4 0GO
27- -27 CO RfW
5454'5W 18'-24"RCP 01.67 -26---227:00' -26- -
PROPOSED 5' CONC. SIDEWALK (BY OTHERS) w EX CB =X.J2C=
#5 \ CB i oo w -_ -� EXrCB#7
\2� TOP=26.30t 2 a = SS x
\ INV=20.70t B \ p S rn
- - - - - - - - - ------------------------- - }----- BY
- - - - - - - - - - - - - - - - - - - - - -
PROPOSED 18' CURB & GUTTER (BY OTHERS) \ SS SED 6"PVC ( ��I
+ / PROPO 25.2 +
27.3E - - - - - - - - - - - - - - - - - - - - - - -
SS HP SS SS / PROPOSED 8"PVC AN. SEWER (BY OTHERS) _-NEW POINTE BLVD. EXTENSION - 509 PUBLIC R/W
f�aC
/
INV
INV
INV
EX.CB /
27- -26 =
NOTE:
CONSTRUCT NEW
CB
#5
OVER
EXISTING
24" RCP.
1.
2.
REMOVE EXISTING
CB
#6
AND
EXISTING
24-RCP TO NEW CB #5.
+g6" CARO'
23.29t Ac.
/ MB 32, Pg. 514
DB 2186, Pg. 14
PIN# 0470002414
/ ZONING: C-2
USE: WALMART
DmGIIED ALP
MAVN RTMJR
CHECM ALP
PROD. ENG LRH
STORM-DRAMAC;E CALCULAT10N8
SIRDCT.
PEPE
PIPE
PIPS
TOP OF CB
VIL
DEM
NO.
AM AC
C
I
Q, CPS
Q TOTAL
SWPS, X
Ili
wa, SU
I". IR, SIZE
w Ili, SIZE
INY. OUT, SIZE
FPS
OF FUIw
Flc
YZ (;RAOR TS BIBV.
CB #1
0.55
0.9
7.2
3.56
3.56
1.32
15"
68
27.50
--
--
--
24.00, 15"
5.99
0.61
GI #2
0.10
0.9
7.2
0.65
0.65
3.85
15'
52
29.60
--
--
--
25.10, 15"
5.42
0.19
CB #3
0.55
0.9
7.2
3.56
3.56
1.16
15"
138
27.00
--
--
--
23.50, 15"
5.70
0.63
CB #4
0.10
10.917.21
0.65
8.42
1.67
1 24'
18
28.20
1 23.10, 15'
1 23.10, 15'
21.90, 15'
21.00, 24"
8.04
1 0.73
CB #5
SSI215
0.9
7.2
16.20
16.20
0.45
24"
162
26.30
20.70, 24'
--
--
20.70, 24'
5.43
1.80
NOTE:
1. ALL MATERIALS AND METHODS OF INSTALLATION SHALL BE PER TOWN OF LELAND'S
STANDARDS AND SPECIFICATIONS.
2. ROOF DRAIN LEADERS SHALL BE SCHEDULE 40 PVC. MINIMUM SLOPE ON 6" PVC
ROOF DRAIN LEADERS SHALL BE 1.07. MINIMUM COVER IN PAVED AREAS SHALL BE 3'.
R/W �
ALL CONSTRUCTION TO BE IN ACCORDANCE
o o 0 0 o a WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS LATEST EDITION.
GRAPHIC SCALE
20 0 10 20 40 80
Li I I I I I
SITE BENCH MARK: RIM OF EX. SEWER MH LOCATED 400't WES=RIM-
( IN FM)
PROPOSED MANHOLE SHOWN. ELEVATION: I inch = 20 n
PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
II
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
GRADING AND STORM
DRAINAGE PLAN
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE 110E-0033D
SCALE I
HORIZONTAL,
NOTED
VERTICAL,
N/A
SHEET NO.
c2
OF,

SITE BENCH MARK: RIM OF EX. SEWER MH LOCATED 400't WEST OF
PROPOSED MANHOLE SHOWN. ELEVATION: RIM=25.81'
:! .
FM FM
_ - - - X - R/W EX. R/W FENCE
S
- - - - - - - - - - - 2 6
----------- --- --- -28-
/ -
�
LIMITS OF-
DISTURANCE
OUTLOT #4
1.310t Ac.
MB 35, Pg. 36
DB 1646, Pg. 256
PIN# 047FC003
ZONING: C-2
US HIGHWAY 17 - (OCEAN HIGHWAY) - 3402 PUBLIC R/W
FM APPROX. LOCATION OF EXISTING FORCE MAIN
FM
LIMITS OF
DISTURANCE
SILT
FM
FM
EX. R/W FENCE R/W Y
- - ' - - - - 2 6 - - - - - - - - - - - -
-27- - - - - - - - - - -
-- ---28------------
-- - 29-----------
Oil
��-TEMPORAR'
DIVERSION
`V'
- oQ
PROPOSED
2G.�0 CONTOURS
'
- - - - - - -29 - - - (BY OTHERS)-
THERS- ) - - -
o '
- OUTLOT #2
o 1.289t Ac.
r _ MB 35, Pg. 36
`IIY DB 2185, Pg. 1344
0 PIN# 0470002417
_ ZONING: C-2
0
- LIMITS OF
-DISTURANCE
-----28----------
MIN. 25'x5O' GRAVEL /
PROPOSED CONSTRUCTION ENTRANCE
CONTOURS
(BY OTHERS) v HORSE.°7-
?� a ° ° dNLETe PROTEC ° ° ;I I ° TEMPORARY
1I2S _1 f I DIVERSION
/
/ THE CONTRACTOR SHALL COORIDINATE WITH THE 9 '
EROSION CONTROLINSPECTER TO REMOVE THE
SEDIMENT BASIN AS SOON AS POSSIBLE, SO THE -N -
STORM DRAINAGE SYSTEM CAN BE COMPLETED i I SEDIMENT
AND THE CURB AND GUTTER INSTALLED. a I I BASIN Z
23'x46' HORSE SHOE
SAW CUT AND REMOVE EXISTIN 01 INLET PROTECTION
ASPHALT, SIDEWALK, AND CURB &Ll
GUTTTER AS NECESSARY TO INSTALL
NEW CURB & GUTTER. MATCH -
28- EXFSTIN�E6EVA'RONS-- 2 -- -28- -
- - 27-/W- - -27 Ry�W
- - - -26- -26-
PROPOSED 5' CONC. SIDEWALK (BY OTHERS) F- =SF- - SF - X
SPACE
� u
"To Col. F.F.E. = 30.67'
SPACE °
' BLOCK & GRAVEL
INLET PROTECTION &
INLET SEDIMENT TRAP
(TYP_EACH INLET)
EMPORARY EJ
= I
DIVERSION
a
/ a d 1 11 r
19
-29-----
---28--1---
SF
SILT FENCE
12' WEIR
\2s SILT FENCE
TEMPORARY
u
\
\
DIVERSION SILT FENCE
o
- - -TEMPORARY 40 LF OF
PROPOSED 18" CURB &GUTTER (BY OTHERS)
-------------- - - - - --
- - - - - TEMPORARY _bMITS OF
---------
---
��
---------------
] 12"CMP O 1.0% SLOPE UNDER
D ST771�tANCE
25.2 +
2736 _-------
---� --CONSTRUCTION ENTRANCE --
- - -DIVERSION
--- -�-----------------
-----------------------
HP /
TEMPORARY /
RIP -RAP NEW POINTE BLVD. EXTENSION
- 50 PUBLIC R/W
/
/
/
DISSIPATER PW
R/W
SEAL
0 4u ` r Io O Z 0 M DATE
_ � - -26
26
/ 23.29t Ac.
/ MB 32, Pg. 514
DB 2186, Pg. 14
/ PIN# 0470002414
/ ZONING: C-2
USE: WALMART
DES93*1 ALP
DRAwN RTMJR
CKOCED ALP
PRU Dn LRH
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
25- /
�00r=
TEMPORARY 12" CMP CALCULATIONS
Q=CIA C=0.3 1=7.2 A=0.28ac.
Q=(0.3)(7.2)(0.28)
Q=0.61 CFS
VEL.=2.18 FPS
DEPTH OF FLOW=0.39'
TEMPORARY
RIP -RAP
DISSIPATER PAD
3'Wx VLx9"D
AVG 3" DIA
CLASS "A" STONE
SEDIMENT BASIN SIZING
DENUDED AREA = 1.3 AC.
DRAINAGE AREA = 1.3 AC.
PEAK FLOW: (1.3)(0.30)(6.0)= 2.34 CFS
SURFACE AREA REQ.: (2.34)(0.01)(43,560)=1,020 SF
STORAGE AREA REQ.: (1.3)(1,800)=2,340 CF
BASIN SIZE: 23'W x 46'L x 2.5'D=2,645 CIF PROVIDED
BASIN SURFACE AREA = 1,058 SF
WEIR= 12'
DIMENSIONS ARE FOR BOTTOM OF BASIN
ZC-06-2200
Applebee's Restaurant
OMOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING PERMIT. SCHEDULE A PRE -CONSTRUCTION MEETING.
2. INSTALL TEMPORARY CMP CULVERTS, CONSTRUCTION ENTRANCES, TEMPORARY
DIVERSIONS, SILT FENCE, HORSE SHOE INLETS PROTECTION, AND INLET SEDIMENT
TRAPS. CALL FOR INSPECTION, IF APPROVED, BEGIN ROUGH GRADING.
3. BEGIN FINISHED GRADING, FILLING AND COMPACTION OF SITES.
4. CONTRACTOR SHALL MAINTAIN SILT FENCE AND SEDIMENT TRAPS ON A DAILY BASIS.
5. CONTRACTOR SHALL CLEAN OUT SEDIMENT TRAPS AS REQUIRED TO MAINTAIN
ADEQUATE STORAGE FOR SEDIMENTATION.
6. CONTRACTOR SHALL INSTALL THE STORM DRAINAGE SYSTEM AND BLOCK & GRAVEL
INLET PROTECTION AT NEW STRUCTURE LOCATIONS AS SHOWN ON PLAN.
7. BEGIN FINISHED GRADING AND BUILDING ACTIVITIES. STABIUZE SITE AS AREAS
ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, STONE BASE COURSE,
CONCRETE, ETC. INSPECTION AND MAINTENANCE SHALL BE PERFORMED AFTER
EACH RAINFALL EVENT. THE SILT FENCE SHALL BE INSPECTED AND ALL EXCESS
MATERIAL SHALL BE REMOVED. ANY DAMAGED AREAS OF SILT FENCE SHALL BE
REPAIRED ON A DAILY BASIS. THE BLOCK AND GRAVEL INLET PROTECTION SHALL
BE INSPECTED AFTER EACH RAINFALL EVENT AND ALL ACCUMULATED SEDIMENT
SHALL BE REMOVED.
8. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILL SHALL
BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BE 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. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT GROUND
COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPUSHED FOR ALL
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9. CALL FOR INSPECTION.
10. AFTER FINAL APPROVAL, REMOVE SILT FENCING, AND/OR ANY REMAINING
TEMPORARY EROSION CONTROL DEVICES.
EROSION CONTROL NOTES:
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH
THE CURRENT NCDENR STANDARDS.
2. THE TOTAL DENUDED AREA IS 1.30 ACRES.
3. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER
WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
4. ESTIMATED PERIOD OF CONSTRUCTION IS 90 DAYS.
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITION, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLE SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTIUZER, AND SUPER PHOSPHATE UNIFORMLY AND
MIX WITH WITH SOIL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM, REASONABLY UNIFORM SEEDBED
IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
B.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL UME, FERTIUZER AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE.
FERTILIZER - 10-10-10 ANALYSIS AT 800-1,000 LBS/ACRE.
SUPER PHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS SUPER PHOSPHATE.
MUCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE.
ANCHOR - WETTING AND ROLLING, OR ASPHALT TACT OR CRIMPING.
SEEDING SCHEDULE
PERMANENT
DATE
SEEDING -SHOULDERS SIDE DITCHES SLOPES AX. 3:1i
TYPE
PLANTING RATE
AUG. 15- NOV. 1
TALL FESCUE
200 LBS./ACRE
NOV. 1 - MARA
TALL FESCUE
200 LBS. ACRE
AND ABRUZZI RYE *(NURSE CROP)
25 LBS ACRE
MAR. 1 - APR. 15
TALL FESCUE
200LBS./ACRE
APR. 15- JUN. 0
HULLED COMMON BERMUDAGRASS
15LBS./ACRE
PERMANENT
AUG. 15-NOV.1
SEEDING - SLOPES
TALL FESCUE
200 LBS ACRE
AND SERICEA LESPEDEZA (UNHULLED, UNSCARIFIED)
60 TO 70 LBS/ACRE
NOV. 1-MARA
TALL FESCUE
200 LBS ACRE
AND CERICEA LESPEDEZA (UNHULLED, UNSCARIFIED)
60 TO LBS/ACRE
AND ABRUZZI RYE
25 LBS ACRE
MAR. t-JUNE t
TALL FESCUE
200 LB ACRE
AND SERICEA LESPEDEZA (SCARIFlED)
40 TO LBS/ACRE
MAR. 15-JUNE 0
WEEPING LOVEGRASS
10 LBS/ACRE
AND SCRICEA LESPEDEZA (SCARIFlED)
40 TO 50 LBS/ACRE
MAR. 15-JUNE 0
HULLED
15 O /50
TEMPORARY
N SERICEGA LEESRPMU�� (SCCARsED)
SEEDING
40 TSS
LBS/ACRE
JUNE 1-SEPT. 1 TALL FESCUE ( 200 LB35 S/ACRE
AND CRE
OR SORGHUM-SUDTOP ILLET AN HYBRIDS *(NURSE CROP) 0 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING
OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH
DO WELL UNDER LOCAL CONDITIONS. OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
DO NOT AL OW TEMPORARY COVER TOAGR�OWDOVER 12 IN HEIGHT BEFORE MOWING, DESIRED
WISSENFTESCCUE VEGETATION.
MAY BE SHADED OUT.
EROSION CONTROL LEGEND
SF SF SILT FENCE
CENTERLINE OF CHANNEL
LIMITS OF DISTURBANCE
===>TD===>TD===> TEMPORARY DIVERSION
- TP TP - TREE PROTECTION FENCE, ( IN FEEL' )
zo
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS LATEST EDITION.
GRAPHIC SCALE
I inch = it
PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
EROSION CONTROL PLAN
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE #06-0033D
SCALE
NOTED
VERTICAL,
N/A
SHEET NO.1
W
OF,

t
CONNECT 1" IRRIGATION TO PROPOSED
2" WATERLINE AND INSTALL 1" METER IN
METER BOX AND WATTS 90910110T RPZ IN
ABOVE GROUND, INSULATED AND HEATED
HOT BOX.
IRRIGATION SERVICE TO BE CONTINUED
BY IRRIGATION CONTRACTOR.
/cCONNECT NEW 2" WATER LINE TO EXISTING
8" MAIN WITH A TAPPING SLEEVE.
INSTALL 2" METER IN A METER BOX AND
WATTS 909MIQT RPZ IN ABOVE GROUND
INSULATED & HEATED HOT BOX.
_FM APPROX. LOCATION OF EXISTING FORCE MAIN
EX.
OUTLOT #4
1.310t Ac.
MB 35, Pg. 36
DB 1646, Pg. 256
PIN# 047FC003
ZONING: C-2
APPROX. LOCATION OF EXISTING B" WATERLINE
W W W W —
SITE BENCH MARK: RIM OF EX. SEWER MH LOCATED 400't WEST OF
PROPOSED MANHOLE SHOWN. ELEVATION: RIM=25.81'
US HIGHWAY 17 — (OCEAN HIGHWAY) — 340' PUBLIC R/W
PROPOSED MONUMENT SIGN LOCATION
SIGN SHOWN FOR LOCATION APPROVAL
ONLY. SIGN PERMIT SHALL BE REVIEWED
UNDER A SEPERATE SUBMITTAL.
I
•"v EX. R/W FENCE
W W W W W W W —
ALL SLEEVES TO BE 4" SCH 40 PVC. INSTALL 4"PVC-
ALL SLEEVES TO BE A MINIMUM DEPTH OF CONDUITS FOR
18" BELOW GRADE AND A MAXIMUM DEPTH IRRIGATION SYSTEM
OF 30" BELOW GRADE. (TYP•)
1" METER AND BACKFLOW TO BE PROVIDED
AND INSTALS BY THE GENERAL CONTRACTOR.
..) ° .
a.
i� " r-1
n
I U Go N kt bor hood C-4 & Ba IL TT7.I
A SPACE >r
-
m I
p "TO Go F.F.E. = 30.67'
-
SPACE
I"
"TO GO
SPACE CONTRACTOR SHALL COORDINATE
WITH THE LOCAL SUPPLIER OF
CABLE TV AND TELEPHONE SERVICE
TO INSTALL THESE SERVICES INTO °
THE MECHANICAL ROOM. a
1°O
-
3
'
ELECTRIC SERVICE
i
CAN CONDUITS AND
' CONDUCTORS
S�I
I°
co
rAS GAS S GAS METER 3000 GALLON
GREASE
z
INTERCEPTOR II
.
Ta °
Al00
<I
..
❑�
°, C0 0 0
° "GAS SERVICE
CON ACTOR�FI AiL COORDINATE
'WITH GAS
SUPP=7� MAKE AS
SERVICE TAP AND INSTALL ME
2'COi'PER
° WATW-.SERVI -
IILGHTS
1944
cy
CONCRETE PAD
FOR ELECTRIC
TRANSFORMER.
FIRE HYDRANT
OUTLOT #2
1.289t Ac.
MB 35, Pg. 36
DB 2185, Pg. 1344
PIN# 0470002417
ZONING: C-2
NOTE: GENERAL CONTRACTOR SHALL BRING
ALL UTILITIES TO WITHIN 5' OF THE BUILDING.
co R/W
�' w 227.00• - - - -
PROPOSED 5' SIDEWALK (BY OTHERS) IyGR — — =x,=c= =4= — —
CONNECT NEW 6" SEWER W�
SERVICE TO EXISTING a F SS x
--------------- CLEAN OUT. o S
PROPOSED 18" CURB & GUTTER (BY OTHERS) sPROPOSED 6"�
PVC (- - -
0
----- — — —ems_ _
-------------
S ---- --------------
SS
PROPOSED 8"PVC SAN. SEWER (BY OTHERS) NEW POINTE BLVD. EXTENSION — 50' PUBLIC R/W
eooe
--- ---II R/W --
�00000��000c
II
23.29t Ac.
MB 32, Pg. 514
DB 2186, Pg. 14
PIN# 0470002414
ZONING: C-2
USE: WALMART
,,:P,, `N � Ql✓ nalorED ALP
DRAWN RTMJR
SEAL
2g.3 cNECKO ALP
DATE PROD. ENG. LRH
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
q.FA1,1g171' BtNLL BE
ojoew & 680"
CAss 111M IN
12" x 14" x il' COMM PAD
sn
CABt Vm BR P110 r,
G.EYIOUT PLUG
CLoom am
/ / WxWx4r00NCPAD
i
N-16illpIBR6160-pIplp
! CLEANLY TtrK IMIFFIC 6EARM TYPE"ITYP. 1
CLEAUT DETAIL
Emma" -..
METER AND APPROPRIATE
BACKFLOW ASSEMBLY
w TEE/ t
z IRRIGATION
/ SPLIT
w
DOMESTIC
3 LINE
m
X
w
IRRIGATION LINE
NEW METER AND
APPROPRIATE BACKFLOW ASSEMBLY
3000 LB. CONC.
W/ #4 REBAR
2 WAY 12' O.C.
OPENING FOR
oll PRIMARY CONDUIT ==O
10- 14' 17' 10-
3/4'
FINAL GR
`D I I I ISERVICE CONDUITS TO
2 SCH 40 PVC BUILDING BY OWNER
CONDUITS. SIZE ` 2 SCH 40 PVC
AS REQUIRED. 90° ELBOWS W/
24' RADIUS MIN.
3-PHASE CONC. TRANSFORMER PAD DIAGRRAM
CONTRACTOR SHALL VERIFY PAD DIMENSIONS WITH THE POWER COMPANY
GREASE TRAP DESIGN
LIQUID CAPACITY — THE EPA DESIGN MANUAL FORMULA
SHOULD BE USED AS FOLLOWS
LC= DxGLxSTxHR/2xLF
WHERE LC=
LIQUID CAPACITY (GALLONS)
D=
NUMBER OF SEATS IN DINING AREA
GL=
GALLONS OF WASTEWATER PER MEAL
(1.5 SINGLE SERVE, 2.5 FULL SERVE)
ST=
STORAGE CAPACITY FACTOR
HR=
NUMBER OF HOURS OPEN
LF=
LOADING FACTOR = 1.0 MAIN HIGHWAY
LC= (199) x
(2.5) x (1.0) x (12/2) x (1.00)
LC= 2,985 GALLONS
USE 3,000 GALLON GREASE INTERCEPTOR
ESTIMATED WATER USAGE
RESTAURANT = 1,350,000 GAL./YEAR — 1,650,000 GAL./YEAR
IRRIGATION = 275,000 GAL./YEAR — 295,000 GAL./YEAR
NOTE: ESTIMATES TAKEN FROM ACTUAL WATER USE FROM EXISTING
SITES WITH SIMILAR SIZED RESTAURANTS.
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
NOTES:
1. ALL UTILITY MATERIALS AND METHODS OF INSTALLATION TO
BE IN ACCORDANCE WITH THE TOWN OF LELAND'S STANDARDS
AND SPECIFICATIONS & MEET APPLICABLE N.C. PLUMBING CODES.
2. SEE ARCHITECTURAL PLANS FOR SPECIFICATIONS FOR AREA LIGHTS.
3. ELECTRIC, TELEPHONE, GAS, AND CABLE TV SERVICE TO BE PROVIDED
BY LOCAL UTILITY SUPPLIERS, OR THEIR SUBCONTRACTORS.
CONTRACTOR SHALL CONTACT THE RESPECTIVE SUPPLIERS OF
THESE SERVICES TO VERIFY EXISTING LOCATION AND COORDINATE
TAPPING OFF, REMOVAL & REPLACEMENT OF SERVICES. SEE
ARCHITECTURAL PLANS FOR POINTS OF ENTRY INTO BUILDING.
4. SANITARY SEWER SERVICES LINES TO BE SCHEDULE 40 PVC. CONTRACTOR SHALL
ADJUST SLOPES TO AVOID CONFLICT WITH OTHER SERVICES. MINIMUM SLOPE
TO BE 1.04% MINIMUM COVER UNDER PARKING OR DRIVE ISLES = 3.0'
5. CONTRACTOR SHALL CALL NC CALL ONE AT 1-800-632-4949 TO VERIFY
LOCATION OF EXISTING SERVICES BEFORE BEGINNING CONSTRUCTION.
6. CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED TO THEIR ORIGINAL
CONDITION. THIS INCLUDES ANY EXISTING UTILITY DAMAGE AND REPAIR
OF ANY PAVEMENT, WALKWAYS, OR STRUCTURAL ITEMS. INCLUDING BUT NOT
LIMITED TO: WATER, SEWER, ELECTRIC, GAS, IRRIGATION, CATV, FIBER OPTIC,
TELPHONE, LANDSCAPING, PAVEMENT, SIDEWALKS, AND CURB & GUTTER.
7. ROOF DRAINS SHALL BE 6" SCH. 40 PVC. CONNECT TO CLOSEST STORM
DRAIN STRUCTURE. MIN. SLOPE = 1.0
8. ANY CLEANOUTS LOCATED IN PAVEMENT SHALL BE LOAD RATED.
9. BACKFLOW PREVENTERS SHALL BE LOCATED ABOVE GROUND IN A HEATED HOT BOX.
10. CONTRACTOR SHALL PROVIDE CONDUITS AND CONDUCTORS FROM TRANSFORMER TO
ELECTRIC PANEL. CONTRACTOR SHALL COORDINATE WITH PROGRESS ENERGY TO PROVIDE
CONDUITS AND CONDUCTORS TO THE TRANSFORMER PAD.
11. CONTRACTOR SHALL COORDINATE WITH SCENIC LANDSCAPEING ON THE
SIZE AND LOCATION OF CONDUITS FOR IRRIGATION LINES. CONTACT
BOB WALTERS AT [phone] OR [phone](MOBILE).
12. DOUBLE CHECK VALVE ASSEMBLIES MUST CONFORM TO THE TOWN OF LELAND'S
SPECIFICATIONS. REFER TO KNIGHTDALE'S APPROVED UST OF BPA'S.
13. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN TOWN OF LELAND'S STANDARDS
AND SPECIFICATIONS.
14. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN TOWN OF LELAND'S ENCLOSURE
INFORMATION.
15. NO TAPS, BRANCHES FH'S OR OTHER ACCESSORIES ARE PERMITTED ON
THE PIPING BETWEEN THE BPA AND METER.
16.THE CONTRACTOR SHALL REQUEST A COPY OF THE TOWN'S LATEST STANDARDS
AND DETAILS BEFORE BEGINNING CONSTRUCTION ON ANY UTILITIES OR SERVICES.
FAILURE TO DO SO MAY RESULT IN IMPROPER INSTALLATION OR NON -APPROVED
MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY
NON -APPROVED MATERIALS WITHOUT ANY ADDITIONAL COST TO THE OWNER.
17. THE CONTRACTOR SHALL VERIFY EXISTING INVERTS AND ADJUST GREASE INTERCEPTOR
OUTLET DEPTH TO PROVIDE 1.04% SLOPE FROM THE GREASE INTERCEPTOR TO THE
EXISTING SANITARY SEWER CLEANOUT.
18. SEE "D" SHEETS FOR ADDITIONAL DETAILS.
6'1 6•
�4. 42
6'
26,
8'
6'-0'
L
26'
— — — -_J L
6'
f
PLAN VIEW
CONCRETE: 4000 PSI AT 28 DAYS
REINFORCING. H-20 BRIDGE LOADING
VULCAN V-1384 RING AND
COVER BROUGHT TO GRADE
BY CONTRACTOR
881
33-
—3-
I
}
$
6"-6-
I' BUTYL RUBBER
SEALANT IN JOINT
39'
'
112
T
6
A.
SECTION VIEW
3000 GALLON GREASE INTERCEPT❑R
STAY RIGHT TANK COMPANY INC.
PRE -CAST CONCRETE PRODUCTS
P.O. BOX 58659
RALEIGH , NC 27658
PHONE [phone]
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS LATEST EDITION.
GRAPHIC SCALE
(INF')
1 inch = 20 ft
PRELIMINARY PROGRESS PRINTS — NOT RELEASED FOR CONSTRUCTION
UTILITY PLAN
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE 106-0033D
SCALE I
HORIZONTAL,
NOTED
VERTICAL,
N/A
SHEET NO.
C4
OF,

— R/W EX. R/W FENCE
0
OUTLOT #4
1.310f Ac. C
MB 35, Pg. 36 C
DB 1646, Pg. 256
PIN# 047FC003 cA
ZONING: C-2 I -/,
X
RB
PROPOSED 5' SIDEWALK (BY OTHERS)
RB
US HIGHWAY 17 - (OCEAN HIGHWAY) - 340' PUBLIC R/W
PROPOSED MONUMENT SIGN LOCATION
SIGN SHOWN FOR LOCATION APPROVAL
ONLY. SIGN PERMIT SHALL BE REVIEWED
M APPROX. LOCATION OF EXISTING FORCE MAIN UNDER A SEPERATE SUBMITTAL44-NCJ FM
N54'55'28"E 2U.00'
1
e
RB RB,
° a p
4
e ° r= I�
x
G G G O O 00 JM
m p
/-5—OGRM d e 2—JM
3—wG ° °
—NP 9—ZL
10—NP O
I.
e
° 8—GG / 4'
6—GG 0
JM
*TO GO,
SPACE Ne w C4 & Ba 41
"To Go'
SPACE
"To Go . EG F.F.E. = 30.67' t1—D
SPACE e
r 42—DBH
E 4—EG NS
3—OS
E Q
8—NS �4
<I 1—FH N
EG N
4
N
a I° e .4 ° - - • .4 n -
.. a. _ 4' 4
4 RB
—NCM
227
RB
— — — — — — — — — — — — — — _ — — — — _ — — _ — _ _ — _ _ —
PROPOSED IS- CURB de GUTTER (BY OTHERS)
NEW POINTE BLVD. EXTENSION - 50' PUBLIC R/W
R/W — —
©
tea• r v r: •- -a • • ,-•• r a
•
lal
i 71, v �� ,
m
POFSSS/1
v
SEAL
22M
e
M 9' i<
lO-OZ-06
23.29t Ac.
MB 32, Pg. 514
DB 2186, Pg. 14
PIN# 0470002414
ZONING: C-2
USE: WALMART
nEsn:ED ALP
DRAWN RTMJR
CHECKED ALP
PRD.1. EWA LRH
EX. R/W FENCE
E)
G)
0
)GRI
X
O
O
RB
— R/W
OUTLOT #2
1.289t Ac.
MB 35, Pg. 36
DB 2185, Pg. 1344
PIN# 0470002417
ZONING: C-2
RAW — — —
R/W — —
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
LANDSCAPE KEY
NCM
9
Natchez Crepe Myrtle (MS)
6'
OGRM
10
October Glory Red Maple
2.0" CAL.,
8' HT.
RB
9
River Birch (single stem)
2. Om CAL.,
8' HT.
EG
4
Emerald Green Arborvitae
5'
JM
2
Acer Palmatum Dissectum
1.0" CAL.,
4' HT.
'Crimson Queen'
FH
1
Foster Holly
2.0" CAL.,
6-8' HT.
ON
11
Dwarf Red Nandina
3gal.
NCJ
44
Nick's Compacta Juniper
3gal.
DBH
116
Dwarf Buford Holly
3gal.
Pi
20
Parsoni Juniper
3gol.
OS
3
O'Spring Holly
5gal.
WG
3
Wintergreen Boxwood
5gal.
GG
14
Gulfgreen Indian Hawthorne
3gal.
ZL
9
Zabel Laurel
3gal.
NP
13
Needlepoint Holly
1Ogal.
NS
8
Nellie Stevens Holly
1Ogal.
Note;
-Mulch is pine straw
-Grass is Fescue or Bermuda
ALL SHRUBS
FOR STREET YARD PLANTINGS SHALL
BE 18" MINIMUM
HEIGHT
AND
SPACE AT 18" TIP TO TIP AT PLANTING.
TREES DESIGNATED W/ ' IN PLANT LIST "�-
SHALL BE WRAPPED W BURLAP OF
HEAVY CREPE PAPER 6"-10" WIDE)
SPIRALLY FROM GROUND TO HEIGHY Y
OF 2ND BRANCHES (SECURE W/CORD). -
2 - 2" DIAMETER TREATED PINE POLES
(AT LANDSCAPE CONTRACTORS DISCRETION)
TWISTED GALV. WARE 12 GAU
TRANSPLANTED TREE SHALL BE 6"
HIGHER IN RELATIONSHIP TO FIN.
GRADE AS TO WHERE PREVIOUSLY
PLANTED.
LEAVE BURLAP ON BALL
TOPSOIL MIXTURE
BREAK SUBSOIL WITH PICK
NEVER CUT A LEADER
THIN BRANCHES BY 1/3
RETAIN NORMAL TREE
SHAPE.
NEW OR USED 2-PLY
REINFORCED RUBBER
GARDEN HOSE.
2" PINESTRAW MULCH
UCER DIVERSION SWALE ON
CUT SLOPE ONLY
3
/ CUT
1- — 4'-0" ~I
NOTE: SAUCER SHALL BE 3" HIGH.
TREE PLANTING DETAIL
NO SCALE
9
LEAVE BURLAP ON BALL
7
TOPSOIL MIXTURE TAMPED
AND WATERED
SUBSOIL BROKEN NTH PICK
PRUNE PROPORTIONALLY TO COMPENSATE
FOR REDUCTION OF ROOTS AND TO PROMOTE
TRANSPLANTED SHRUB SHALL HAVE
SAME RELATIONSHIP TO FINISH GRADE
AS TO GRADE WHERE PREVIOUSLY PLANTED
�
2" MULCH ABOVE FINISHED GRADE
SAUCER
FINISHED GRADE
SHRUB PLANTING DETAIL
NO SCALE
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS LATEST EDITION.
GRAPHIC SCALE
( IN F T )
1 inch = 20 fL
PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
LANDSCAPE PLAN
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE 106-0033D
SCALE I
HORIZONTAL:
NOTED
VERTICAL,
N/A
SHEET NO.
C5
OF,

6 6 -
3000 LB. CONC.
'momm
W/ N4 REBAR
2 WAY 12' O.C.
vn
F
OPENING FOR
Mimi
PRIMARY CONDUIT
roll Em w
n
3/4' CHAMFER
BELL END
FINAL GRADE
SERVICE CONDUITS TO
BUILDING BY OWNER
2 'CH 40 PVC
90' ELBOWS W/
24' RADIUS MIN.
2 SCH 40 PVC
CONDUITS. SIZE
AS REQUIRED.
3-PHASE CONC,
TRANSFORMER PAD DIAGRRAM
CONTRACTOR SHALL VERIFY PAD DIMENSIONS WITH THE POWER COMPANY
1-2 ASPHALT PAVEMENT
H ASPHALT BINDER
C.A.B.C. STONE BASE
MPACTED SUBGRADE
DRIVEWAY PAVEMENT SECTION
(HEAVY DUTY PAVEMENT)
N.T.S.
'
1' 1-2 ASPHALT PAVEMENT
2' A ASPHALT BINDER
6' C.A.B.C. STONE BASE
COMPACTED SUBGRADE
PARKING PAVEMENT SECTION
(UGHT DUTY PAVEMENT)
N.T.S.
SEAL /�� I/VV✓� 4
223.93
16111
41
L
19
bb
TO
CONCRETE "N L BITTER
REFER TO CIVIL DNAVOGS
V4' PFEIOLDED EKPANSIBI SECTION
HINT FLUOR
EVOiNSM ADIT M TIE,
W IBM nVTR KPANSOW XINT ROVLOD( BRIDE
IN SR W K SEAL WITH PEGOM 'DYNA-IREO'
DESIGNED A L P
DRAWN RTMJR
CHECKED ALP
PROJ. ENG. L R H
FOVLOLK BRICK SANE AS
BUIDING BRICK LI
SI, BRICKS AT DOS ONLY
REFER TO DETAIL
SOLID
SAW OUT ON SIIVNX ONLY
ALIBI ER'ANSOO .BINT IN ME
mNIRETE COOL BITTER L AND SIIVALK WITH EVANSm1N
PLAN REFER TO CIVIL DRAWINGS .Blxi IN ORB L Btt1ER
SIDEWALK DETAIL
'OYNA-TREO'
SOUTH WIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
RESERVED
PARKING
R7-8A
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20.37.6
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
TYPE R7-8 OR R7-8A
SIGN APPROVED FOR
USE UNDER
G.S. 20-37.6
HEIGHT TO BOTTOM OF SIGN WHEN
PEDESTRIAN PATH FROM CAR TO
WALK DOES NOT PASS BY OR
UNDER THE SIGN
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
NOTE:
FOR THIS APPLICATION,
THE SIGN MAY BE MOUNTED
ON A POST, THE BUILDING
FACE, A COLUMN OR ANY
OTHER FIXED MOUNTING
SURFACES.
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
MAXIMUM
PENALTY
$ 250
GS 20-37.6
R7-8D
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
R = 1
VAN
ACCESSIBLE
DUCTILE IRON GRATE
FOR DETAILS SEE
SHEET 4A
PVC BODY
INLET AND OUTLET
ADAPTORS AVAILABLE
4' THRU 6'
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTORS
FOR:
SDR-35 SEWER
CORRUGATED POLYETHYLENE
SCHEDULE 40 DWV
CORRUGATED PVC
RIBBED PVC
8" DRAIN BASIN
R = I
TYPE R7-8 OR R7-8A SIGN APPROVED FOR
USE UNDER G.S. 20-37.6
VAN ACCESSABLE SIGN
BOTTOM OF SIGNS SIGN
R7-8 OR R7-8A� - R7-8 OR
❑ R7-8A
0 SIGN
R7-8D
m
rc
FlNRSHED
GRADE
1-
=
U 4.0
w 8.
GJ h
N DOMED
CASTINGS ARE RATED FOR LIGHT
WHEEL LOAD TRAFFIC
QUALITY: MATERIAL SHALL
w(l) FIXED OVERALL CONFORM TO ASTM A48 - CLASS 30B
HEIGHT
PAINT: CASTINGS ARE FURNISHED
WITH A BLACK PAINT
➢APTOR
SIZE
FIXED INVER
HEIGHT
a'
1 ID.Bs•
8" DUCTILE IRON GRATE
A — 6'
51/8' MAX. 6'
12'
7'
6' CONCRETE HEADER
A
_1I0'-B' MAX. BETWEEN JOINTS 1/2'R t
•1,-6•FRONT VIEW 63'R 1/4•R
STANDARD CURB AND GUTTERTTNOTE: 64 • : ]T7-
CONCRETE FOR CURB AND GUTTER SHALL I •P'-0' _I
CONTAIN NOT MORE THANN 6.6 GALLONS
OF WATER PER BAG, NOT LESS THAN 1.5
B.B.L.S. PER CUBIC YARD. FORM
MUST BE ACCEPTABLE TO ENGINEER. SECTION A -A
24" CURB & GUTTER
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS, LATEST EDITION.
PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
DETAIL
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE #06-0033D
DETAIL
SCALE
HORIZONTAL,
N/A
VERTICAL,
N/A
SHEET NO, I
OF,
D1

Practice Standards andSpactJ7cations
a
Practice Standards.avedSpecjfmadons
6.52
Practice Standards andSpectJfcauour
• a •••
__ I MR Ill
.
Practice Standards andSped*adons
6.20 ,e.,. at a
downhill
may bDgmules,0 diuuamabr a6ametng
Dewaterin9
/
emporary sediment pool Wire north
��TD-
I"wham
as=I.rimwklt
I. limited, R try he rleasmy m build the ridge by heading re dgdhhg
map rid abgad tG bemWwntlwfmw.Uwgn NmmanOmdr erWm
Chaoal deal � �� b. ,«V�,d
sidestp, 2:1«flma
Definition
Andimmtaomolbmbrfmwdammdeatotmaein iwbyabuwdsm,d-
Concrete block
�
PmnaO
Definition
Ampm"ddge«ea nWdumWwmmbbatimridgeaadchamdew.
gmwhm veMcbe mncron1 yQ•[Sm62(m).
3:1 d0elurwhm vNicia.me
aNcmcrembleckmad6avu
--
•'f
--
mmbtemw dW.glmdmapadaamiKaerada
min 2:1 Wope 3:l one
D•ml•nYiortesmhBDeda pefetl=.
Gradm-Hidwa sulfate«8 R Sudden
'�''�-
max --�-
Purpose
loptotectworkarmR updopemo3•odmdivatsdi e-halmwm¢
Mpadetable
Coeroe ag9ropata\
d[treua inDedeaamhuhak BedbnwaM dwMbatp•cmdmaMeorc-
tWW°B. Aluge hbmwkgmdemry erszla
Purpose
TOMlppeven[eedibevtfromevtmgmamdn'vubd«eambRkmgbecw-
hibtivg warmed Thfspraaceelbweduty hew ofthe atarmdoiv rymw.
J- --
--- �1
Fine �I 1- I
m appropfate ontka.
�L
hour
3:1 max �
-�= -�
gravel
111€S° III 1=1 L'1^1
18"min Ftow
Outlet-IXwp1m°°"Ddma°aptnew rrp"dedired°"pfiamY°mum"'
Conditions Where
wnemammaelnwebmambemadeopmrimal Deraepammmtaubtim-
_�
face (1•m1n
tnlcknett) s(on• n II ''•°bur.<I
COndlllOnS Where
This padlesspDUnmsensbagmmawh.ermwGanbdiv.tedaMda-
.-
�/
tribvuag ehma Dfvm weiob.nt-bdm,mdrand telame dnwgnaaraiamat-
mapping aeviw(Pmohm 660. rampmary SemKK Tres, am Predict a6l,
Practice Applies
dissmdrouseThis raahod or
Qponted mune „
��
Practice A lies
PP
pos l ofpaperly m mew' eoaim, sedimemagm,« Good damage Speufie
Iduiwsam cordhOwsinclode: -
_
S9dinrens Batk). Mow from vndfarmbed area sun b Wapawd by a level
cal, mine where hesory flown,
both drop miens now u m t exceaiw aromd sun mama.
capacity aerates,' Revm ]lend°6
-` J••`
e.Mb trawl sop Idn IADtamn Iaavdaomn).
• show drmmbeC raidns sites, god show cm a GR abp« se pmvect
rvtdfwer me
�e - -
I �_ Imo. - '-
9'lypicu ��
epmder (Hacties 640,Lever S➢«min). -
Shallow empaary flooding star ednfall should be eapecdd; however.
!� �`
me ink[maeepa
I
Status dlveNms--Wnmethe divmaim anametgadeubetween 02 md39h.
�
Thin practice mmtmbe used nen' the edge of fill restated and am set
�
'-�-
4.H'mlY arena aod8mvalsmuwd.lens, the slope toward
• adMsnnpownzl siwa,milopamn.mmluw aloPe knBax
a pamuaotvegebdwcOvm'ulego'wad ApmboM chmalmm ridge l5ft
dlvatwatn away Gam thlm«m dniv.. _
- �---
than 3:fheinleamimmum l-ftwi6ebwlaabme. tlmetowar ate
hemwAOMWdivm lunoffmmb,Budomkt;
ReunsmeTwlpnnry pawldlvar.bna6aMvmkY eiDnaha lmamadaem Va5wC01
dapmml2ftwidemarbeuWfadivemiomw fimupm5ch.ntdepm
daamfwlmbteebamldbnbmaLSimilopesehmldb3:Iwilattsed
2:1 elope, gravel finer
On
armmd the inlet bpsewvl Dnvd Gore mtinB bla.On are slope mwmtl me
iNa,uwstme3iwDesin dhamebrdlereer.On Ute amps away Ran delWat
• where nadedmaiva[aedimmt-lWmwearmwdimmt¢aps;
-
m function' 1 >a a om a dwY nary be mn-
Pit o-mpaery dshm
gm mpof dmdewmonbeukm2ftwid.
Design Criteria
Keep he "age area no grade, am l more union site coudi[ims sum for
ow 12.3/4Wch furrod(NC'DOT657 washed smae) u a minimum dbidmess
1 R
a a sum ate perfumer of the mmmblim area m keep vAhne«Ran
W - u
saucted maw LL We red atom dq'+Brndbg opuses no Pcotmt now fi1L
each
Gmhmtremoval and adequate mepvolaaccomulateladkmht
of
laving the Sim;
• abovemahvbdmasbefaembilimaovm twobnaMmalmaln
DiwaWona amtmmaawlm6erb•v 30 wotkivII d•YashoWdhmdedaM
ordered m mm as they act mMhocted re preserve sae Might end reduct
Construction
Specifications
LRemmeWpopub cliims doll tras,btuah,aump.aMdnerobjm-
ilnnmkmtaial.
than
Raw eta hefgMashe 6urfermham l2 bches mdrogKateru ivrbb.
height flow.
Temporary sedimem wire=reel Dewetering
Maintenance InapatlhebmferaRererA min teal make reydma medod.
preven
Domum mama. Limit the to prewntextasptndvg ensh
pool
sapabkwmldngme itima
momentum.
2uaurotharthambfmmnc«mu<edam actbnrMmandadD,sequin
opening
the fuacmadbbda LLind2irctrabebwtlwaett alma
Recentdissin
Remowhvenla neaamymprovide tleq®m storage vWume for sub
• SemPer•7liveasbMmralso aaveasedmm[bapa who the am
Where design vebritra maed2 B/ea, sehmmWiuzrlaueaally vxemmym
v
As funded pport Support ,,f coaxial-_._
_�__�
bceaovercaavatedmaflageda mnymry abobueedfvamjwzrbn
with aeedimmt(eam
prevem emdm Rabb &05e, APPandlT gUS).
3. EnawmubempdthedJmla mbw.LLmypamtlavmedes{a shwa-
by pkdog 2x 4mdtwnmmN mmiWrbiodtt oPmbP �e«papn-
1' min .•: ..
___ 1g•
2' max
..
Wnen mecmmbu
Temporary dfrrvsians Guy mrwbfvqiwasedimm[bapslforRaawatadl
anon Nus tlnspailkd aukmmt
dicmharm me Meek murwna0ing seppo2 Cry term 6lalmm tea Bide in
bebarwtbo•fadma"dielmd(FB've65m).
:P•j. '
wmbk6ngmeeugemmhas6emahgmmlrata6Wstl,remm�ell
mu dmy and either amvege « dfspme of R properly.
it
Planning
Itkimpmm[tlM datdmampoWtY dedgad,crossuted aM maim
m2ftmd placedmarwdY tiLLDWa.7bddreaervamdfvertww.a me
WI Rom de
,Slll�ln 1a
me dfflials
rm8 pmpm erode. sum mxrob suet cmrywct Ap-
mmm�
OninbL
Considerations
miaddaa beranc�muram water tbwsed hb,maerodonporenad(Fighm
mega lessees A cambiMOm alit faKa sum dunrcl is which
0. Ptovidesotfidenttmte wood divetWmsmpemitmmhinercBnmkgad
Place pave!just below der act, of blarksw sbpm d 2:1 or flee .Pace
- 5:..
\ i T=aI�'1& Drop Inlet
polmmlY mbilivaDbm arts eromd
62(la). Patamlermemm[b talmo in planning dictum glades Ton much
dmalGuadbslaMliathmfmcemttapxdimeotad mvenoemaimW-
a
hmdwm cl«hacwnparsk wiremmh Mmt2-insa apeniap ovv eO Mak
Sediment with grate
amPeemsemnkesmiw velockymthe ay.mw ehavmldu me cutlet A
emmofslopefmmemgD wnLL mwa &,powmwo
tmmsuWY
-
S. Vagems de ridge immediately m.mmmailm. aWmeawill remmnm
amheldgbwlfo phaoe.
sM. Medrahmyr.W dalrMrlwwaim
References InklProutMn
50. voted >�
-The
tkpMW mrcdom prrring CBtmJly sadmq aria o•enaPDbB and bilme.
prhwvor faaiblA bWdaM embgim divmrab0a and setae befweiWOLLbg
primeleo thus 30 warMngdaye.
Grad doaghwt-Asmop6caeldetigl. theamaembbebroq Moab
Grove]
-
651, Fabric Drop mtet Moteedah (rmpamy)
FregoentbwatimmrdtmdYmafnkambewasmtelmdmpmpmfunctioe.
Wxrkad-dielmMggmGvl[k&
of
and the mtlw mmlma suede Ot BravelW tab Amuamemede mt'udy of
ivBdmwmalma.
-
Maintenance
2w
Impacttaepooy drvmd0a orcea weak and m.every rmklL lmmediatm
ft
emebcwn,mdya0eda•gnvaldon8hnm"mthkae&keq,Omnmoe laps
slob
North CKoamDe r6xar Iran as
� arm
-
Design Criteria
Aadnsa arum-S eaeaaleb.
-
Irsemowmdimeottmtme0 Wrwandesoy rdmridge.Camful-
towed are iWam3:l afbua bhelpprevmIn
mMfta
SahWard SPecfficaaona [or Raede teal Structure;
SLfBebntmm teurtbeavegeblemcrosmoctandpsopmiymefoam dfvmsion
Iychmlt mlWaaM malty litndY lePaisa eeaceded.Whm themmpomcmdis
IMdmpkktfF(qure6.526).Am'vdmom i-ftwidekwlaraea4imoe, blow
CORS[NCtIOn L fay oro bla:km mall eidedtM msmmemiu tide in me6amm mwm
It k usvellY lam sedgy m mcavue a clonal atd fate a ridge a dike w m
CapadtY-Peek smoRfrao l0-Iw warm.
p.mavmilY smbT a4 tamwtne ridge sate the chammlm Mend wR,mn
0edmpfoletamtwiliaddfuMapouctbn ageimlt6eenhaaced
and
Specifications • °'Padmei ags MmeMetlov, buMbexcowmdmWuwthe
-
Vebcity�ee fable B O5a,Pemimble Velocities m Emsfm Ymlaace, As-
mbmierwnd lewlmd alBxoPdaalY mbgim iL
smawthe ales, at he two$way hmbe3ircM0 cannot flow m.
1 such d mailer on alb slop nwa Gom the fda b mated now tree. wire
seem
of the stem dreb.PYce alb bdmharowddadu egaimm OeedBea
edge
compacted aril
g'
B.OS.
mean wale 2mm b ova gedraln glumgmlmohe,m
openaesmaY Phred
closeout d in for PPn and when
p,
I� min >I
Pevaa
References
SiyasSmiWkaaon
apatad frequmOY to midblodage by mah.
mdwgmoid
DnalamWrlateral
2a4w,wdetaf
'� Flow
Rmgedardi sidesbpe: 21amm
610, rwpamy Sailing
tMmghbleckopmfvpa
_„_*.�:
;''•':`.)' .�, :'.: .•• Is'
3:1«namaupoinawhemvdddamcea
6.it,pemmam Seedmg
Thetopde"timofemucuuemumbeatieem6fmheabavtbmmegmmd
x Carefully 8thadwm doh ammpmablewhe meth w(m Irymth come,
- •�. ":''.:..:�: i�
..: : :•II
I I II I I III i
uni 2tvmmuw
fee ixte& 03 ftmbmum
6I4,Mubwn B
devetimdor ilopeft eadeulet ltkimpnuntbuanna nMPmowr
am ahamme and bum me team main sued not pen des aanme, Temporary
iugsomObbckop W SsmbMgweaf pies
-I III�II
•--
II ={ _ Ii
B typical -> -
«Wemmc 10% Of tow gll beght mfnkomn
OmkaPro ecdoa
640,IawlS primer -
dkMg below them mom mash be comma, m prver, borpam flow. Mmafm
mryheexavmtd from inside to sedimmtpml far thin impon
l.Uwe BovW, lryfahm phared2bclee blew temp
641, Outlet Srmgvuaan Shmzurc
slope
amelhmckw s2:1 abpea0unrevd veoothkmse man gatl&DOT e57
washed amrc fa ram .code&
Rerun&2a TemWm Yauman 6vmim die.
UPSTREAM END OF
STORM DRAIN
a T113 PIPE
DIAMETER
DD 4 1 DIAMETER
D- p,
DG D
i. De D b
A
BURY BOTTOM �- i-
OF PLYWOOD
3/4" EXTERIOR
PLYWOOD
STEEL FENCE PLYWOOD INLET PROTECTION
POST (TYP.)
UPSTREAM END OF OVERFLOW
STORM DRAIN
II II II
11 II II
� - 1/3 PIPE
II n II > : D DIAMETER
00 0 s D:
to D
WASHED STONE FILTER - D D'"b
ACROSS PIPE INLET
Ile
HARDWARE CLOTH
U U U NOTE: ALL PARTIALLY COMPLETED STORM DRAINS
SHALL BE PROTECTED AT THE END OF
STONE FILTER INLET PROTECTION EACH DAY IN ACCORDANCE NTH THESE
DETAILS.
PIPE INLET PROTECTION (PLYWOOD AND STONE)
Practice Standards andSpscitleations
'
Practice Standards andSpect(ficaflons
•
pc tj ProcffccStandards ands c :ca7lons
Pracifice Standards and SpecifcaJlons
•
t sedum
Wahb6-IrcmdidmaLLWtlmwahch mLLm«tdtlbmWaua sediment
ss nth es
theme
i - �
6.62
HnmethLL the dam of impounded war[«do«vht arced l5ftuanypoia
CONSTRUCMON
aamsea.ne,uaDr.x3man
6.20
• • • . - aarig
over theeetOf
we rot removed by bunch ee ores b
LL��r�
LCneahuctuleaeannw Mafadawtdmdsmregm«eatraaDeagmryMMdc
nun.aae
-S TD --
�J
Definition
(
ADavtledatm«polocaod LLpmintd where vtldcb ante mdlmweem-
wamamwbhtagahooMbdoes onmem awbwneawm,ammeemna sum
Definition
Abary«rY wmluwba"in rovnsdn8dfima hbhr aukdwmn Kamm.
ldta fatrka
I
nnamnake.
dceuhemmaadfmwmapora6asuibbbdiapmda[n.Awm6mrkmryalso
atmmlegeM mpportM byPam.
If mocrumne w Jm am founded, slope bullish mar be imemN beyond sum
Definition
A tempaarytidgeaexavamd"a•^^• mmmbivndunridgesedchamhdmr
burAmmeimwahbgvteca,wdmn atmefkdivn
ilmv.•n in Table 662& bmrvmHfrom sears mos)db deuammed and
x EmmethLLtheheigMdtheendimmtfmadmmexeaed]Bivrbea above
L measles, ogbMmapaNam mdg am.
Purpose
s am mop deb to
Purpose
rp
To from dimu6d web by reducing the wlodtydished
sums capacity and erosion pom6d along the tabs must be tbaked led
tiemondswGa anoumcaetmywap=Wvol aof taeulrt m
fknwdaea[[umm)S
_ wm:li
To paride better whom whicla we met and adbaa
Construction
Lam'me maame aM eit eta den wgamnm, rods. and other objee-
retain sedfineot man
Rm waMwmdimmtdepmm
velocity a me flow 0 to sakes a long me team shmM be m keeping wfm
c
Purpose
Io work sum Gant awn
CIiICatiODS
tiwabemacalavd pgaerlYDadra fa
.
I" 8.05d. As,peMR 805
1(bnebuabe Rua hhicftomacomimaa sun camme lm8lh o[be Dom-
pant update sts,and m aadimmbladel
mappopiea traporasbkmWm.
xl0actbagmwlmmaspedfc DadeWdrmutdanesMwnotlnpham,md
Conditions Where
Below send dbmbdmaales sum 1/4 sae per lOOftafea&
Table U20
S" MOP LNVp (it)
car no avoid juimuaim jdms me aecemy, moody fmcl the files doh
wry a a supper pod with ovalapm meant pat
Compacted I'll
Conditions Where
Whoever mlHnwmbhaving atmsbpetian rite seamovbg dhaar otrcon
maob 8. �"'
PfaCtlCe Applieg
-_-
Maxim=SlopeLength end
<2% ire
-
Conditions Where
Thitprmlice applwabemswdimareb whvemmnanblfvandsedmn
Practice Applies
punift may«omoodertn-dmarm Covmmoimptam made limitm®c
dm•Bl•8
�«mmnav6edvedbehind lM wdimea hence without the
Slope Force Is Sediment
Fettd,ISAPPiletlm
zees% TS
a.SotpadetdmdamgmWtarabdebywmmamfmmeesamdymon
Practice Applies
p08didwdcmf mnonwiaoaim,xdrmevmomanomdmmge.spe e
mproprrlymnmweamuarcea. -
3.Pmvkbmdmgebwrywmabaaedrntemmry«abasatmkanlot
flee«meaumh.ged axebM,d theferc&
5to1o% 50
upalop side euPlaw balbm long.
Backlayer 8'
bcatimsam mnditioneircloda
-
0.Uw geotetmb fabsiM lessee rot stabinty don fommetionb
�e
Do
loom 25
s20% is
lienmesa'Hzmndmawmenemsuppootmthe6ou«normeumcD.
1Nidtlayeros9revel Fiuorfsbric
novedfdmDcdaisdn8elopa,aMabowcmaCdldbpamprevmt
rmaf owmhetedd
Design Criteria
AmragaeSRe-use .
Iocaf es subjen a seepage a high wear reds.
SWlenawlmvnahmDDmfmcmboemd,wwep«uemaxfmw of8ftapaL
�I�
wosa mpoucted dlopm.milope beeks,mreyvce slope lee Bee:
DlmnaloMaBmvdpW-
Planning
Asedessmt farm11. P.m" tanner mat should be planned as a warm m
Pmvideasfpapsplmhpsd«ahaomktpounimdevicefaanYpointwhm
Supportposte,smuld bedrim securely abbe gmmM to a minimum a 1Bh,-
- a--14•-i
bWow akpmremvm exaa esuoDm mwMedohs[ra;
TDickmd: 6imDmmitmmw
Maintenance
MWanfn the DavI pedbermdition co Pevart tends sedimeatfrom iav-
Considerations
main adfabrto the conmeedon dm:Tbfmcercbba nximemtpimvily
row mayhemoPdmwafmmtwia.sum ba,malaeprei iota«dwast
thus
Width: 12-ftm fall wfmhmdl pdo time vehiculw
ire that may segdro tedodlo 2-irch
becomNngfbwaM sentimedwmims,
de Ddgdamefmcemeps,ma=adacadou0adw
mmtlo[the does
doesnategartwimmmh
g"A I �I
�l_
wbae veaiedmmvatwdimsnt-kdm wnamaedimep traps;
mmnce sum exkmawhbhewtktvmta
sad
Length: 56ft minnow
VV sedioBwim
s[ar.Asktamraidill.impmtmYemmconeand mmw aedDomtmtl Wrm
s, eachomsum. hap
it can wary. Immediately easove an a1jwifotuble mutual spilled,
ua,flowe This cancem pondfam,
McomeacloggMwim finepmtkke,which mducetbwn[&TMaceua«apam
redevelop abre9uictiybrLbd mefeft, mdBm shouldoddptepond_
mtm«W lftmd BW support post wecingy«dnotercad4R
Is d
6. Hxmadrtn8mmserbbtlewlm left Pdtspedvg
suppdt fence.Stab«wee ae falter nesic directly an pore.
� Ill
_f(r it L
perirnderade mnmuaiw wee bkew amvnw from
wuhea,ce Mdnd sum phikmadwap.
mg and otovbt eaWdm ataaD tea aM ovaMw oagwmpevwflows
sdimcent.$fnceerdument[m'sm,mtdr®gbdbwimatm
Thedruign pitedasynmakaedimaafea<eMambe6momhm Bmbpbmy
up
rtf
V.Irench .. .�r �
Imi its si
kad°S ile'
..__ hrcga onuadn and &xialamfimit eedfinemfmm
Ganmplynd,
mcepabk PedmdWb60drys-
7.Ez«van ahmch appozhmtely4 bachea widened 8irrArs dew abvgtle
IIO
mbvrafmu efcreebbilvedon mPcerenterosbnmd tesuab
ImvieSthe dtemdmprvvimtIXmaxfmm uOliry6ymmhametlm veMcles
References
Mmaea
higM1 heeds,bate mwmmLL oilydWd«vpmm can JMm. Ile Ob and as
pmpoadifaeapmmampplope.hate thebtria Qdgmm 662s).
mcepmbb workbg cwdrdons.
eking ..
Q•'igure6.06e).. Awidnap Deaaaedsebarbmuc ftiONb6cronds.
fr usir narpntt
630. Caao-lived @ervhds
eedunmtfetae bum Oetandmape b peeveM flew mood the aM of m fahct
6efare me feetheand lewd.lowers ow moseeoudebm rot
pet gr proett
Construction
MATERIALS
g.Bb do, widscanpacted mE«Davd placed ma the ftushbux.
Extension a feDric and wire
into the trench
remp«my divaaf«u nor dmmveaardv�wltrglswDmdbdbhes
_
Wee synem mm,ekm mwflowebwemxed medmiDh m«m.
Specifications
1. Vaaalmthedc Wda bbrba apervbua mzet dpWypopykne. ryl«.
b
Dade: b•Y eYalmb Mldin
m conJrmnaom
SrdaanrT aaMBamon
as,
pulyeeter.«pdyethylaeYw,wMmbcertified DY tlemumbcuurvormp
9. DomemchWtrfsskmexfsng war.
FillerDuos=rlo->~ I
wet asedmhmtt'eoctwallst
660, Ranporary Sediment lnp
Deposition the[tmes, pwlfamm Mhind the foxes Tom dalgnean
pga.a cnnf«mbg me be retake those in Table 6AZI,
dnat(mwsmwatikdaw«MomaeattivaeBD appopiatepoduommgdlhe
meDrhivdthefab&PlandepodOmweas
SyntleticfiltababahevM confab ulavfaamYinDmlmsandetabi7iwsm
Provide a mimmum a 6mmths of anted usable eonsumdm life u a
Maintenance tsadinbntfe«aukedo«aewak mdeRaeechaaiafall Mduar
traps
ao7ovea rw°iaitwMi°ulr
a .t •ti wire
11ww¢subbpoinubpmmmouroekamoutWmeinm,ma.Showmpod- I�"'"'v` I I(lf�Illl
1 '
Planning
Considerations
R G important mLL diwtsimempropalr aregrcdamuhaMdandbbypovidmemacavted
mi°edn°ameshme«°hmwabrtbwmdmttaaaosioopoanml(Ffgm
620al. Pmtiml.
due antitrust ed,
tif afflon ids
earmeedOmll(P F..
IIE-i I I
sae nwdb taken ire ple,Wng drversbv gnda..Tm mvm�II-aewaidon
arms in lulsumA adsmnm°ra
"
cifmdw,tepbesit bide ev
P aY60a•w-
A6'min
tern
gueaxlpdu tact)jationsmbdfiMmtaatenbg mebbsc.
deptdta nmamy ora'ideada maage
$W mmt as b sum vohm far
moeximPtanPaY�ltwlace
mduoes emr5'im%apdtY and sum amemA
fee.
o�p➢ 86p•Rm
Sedraea[abaaervemfutpbvabngtiageaaaarmalMDdvimswhore
tnemtrain mdmcedocepram<othefenca Taira canmawM undamb-
References
g.rdisions.md
fneddidona3.F•a
k Pule mov.nm[ of wamr. Cm(inin6 d dW.6ng tuwftumemdarily
a adram farce m sewn esaion ova eedimmmkhh lam row
P�
rekdocama[ of aarmwd mength filter bMe, wwtre force wiles
minima Ile games anti amexfmw mbh spadn8 dbiahes
Por•rY
�DivaiavaUKae
8 Ocbntmamhubemailablemconanetma mainmbdivanoru.
'/aim
Y
woWd naolhaw•iaaa¢.
Remowa0hacfngmmaWaadmuuble BedinmWepodtlmoMvhgtlteme
mgretleand mbn¢eta(to sunmvmbumg drainage tea ban base properly
[[kusMllY pas msttymewavm aehanol mlfamarMpadfbewtle
d form a...y���:wP°
Table 6.62b
641, Outlet Stabilialon Suucme
6.410utdSm
A(
Design Criteria
Hnmrcantmedan•geereabm8mao-smml4mepal00Roffaa
SpBe111Ce11onB FOr
SMlmeu Fenee Fabrk
"wake' property R•qutanenb
FMdnpEetmry 95%(min)
alabgirzd
S�meKTraptend6a ers
COmDmedmil
�
21
-min
I >I
23" ♦R'
TemlM Slmethm Standwd 8trwath-
St ndSunbi"'
660,T
660, TnmprMrySedimmtTap
Cosies ag9re98te � tl\C
Dfelm mefenm amble t«be t0-yrpait dam mmf[.
2p%(ma)Ekzgmlm 30
6.61. SedimentBmb
:,,`.
'�;:1.
•'.:III
Rgvn&derore+eleno-m:w.x.xkapaseanenkanlwxl9 n.anevaam vin fmod'wahwn v.swcc)-
WbmaB,unorfumbedoredbeMnamefeme.mdvnmmrhemexfmm tlop
kagm bmhindaddiment knee dos nor eemea sM wacifvaloov ahwnre
Eunblroalpth,
(min)
�
03paNq�h�m
�
'r
8D3, Esamad:�g RumG
18"min
Ill r:e ll -• III .' III 'ill �j��
I � j_
rhbk6a2a
SlubyFbwflm• im,n)
II II-
typicall
' -
Fgw.OaOa Temporary carman Bwhdm dim.
Design Criteria FamemWnsgemefuasedmammtiahtrapdoesmexaedseaa.
Storage apachy-Kmm eep are minvolme a su do sediment p at I800
f 0/sum baedmdismbedarmdofmagmtotMbahs Measmevolhhmbebw
gu add elevation of the mdeL The volume of amad gathered trap maybe
muscularly approximaed by ono equation:
volume (it) • OA x surtam area (nor) x maWmum pool depth (It)
Tree Clanatt-Rmmw aditnmt fern me mato and temom the capacity, m
coastal aap dimensions when sediment ha mountainousdime-1saftledesign
depth.
Trap erRebaey-bap the sums sum m Pat flow an large as pennon
Reaeaeh by Bnrmld ad Chu (1985) indicates that act of the following No&
dmwetgfwhspefH yof75%Wee CmWMammon Piedmmtwilc
surface area u design flow (=real- (0.01) peak inflow rate lots)
F.mbmkmmt-h11am bet wbmameoa fd sump«dry wdimat sup do mot
ezbad5ft to ndght coubsodLLthestets gar Gomod m my
added m me sup i the mbrkmau Additional
lmdemd try be added a o,
wbankmmt height m snow, flew through i &dfnm andsift
bypass hop=of Cote
turner Much.co wibete,dmw rollwMthofS RevdnOeWwesd2ld
Ratter Machin compact wbm W mu.
Exnvatfon-Where aliment pools m [mnbd «mlmged by ettavadov.
leap sidesteps, a 2.1 orflaner f.afoty.
Dalccutuno-dat the 1.poinvn the bank,
err a modern ondom-
Lwnkment barred at the low perm iv de bum. The stem aemfw serves two
phupoam (1) the sup anion eaves,i a nonwdw spillway et fee Eked
lbws. aac 6. bottom action cmProvMaanewaawebtmgmebin b-
tween rumff evenb.
Some sit --Canned the maintain well-BMed smna wile ado aloe of
behef(sumBs,AI-suitedsera is -314-h vh agandl mmimDO area
rhea I4 inchea.A 1-N tidal haY.d U2- 3H-bch aggsepm (q.C. DOT B51
washed man b raommermnd) mewed b Plece6m the iMMe fee m redhbe
drdMge flowrm.
Shia slopes -Keep in at& steps athe spillway aaGoo w 2.1 1 dome To
ptota[the wb duc eo4 keep be sides of the spillway K Matt 21 bides thick
Depth-Keeptf ofthespWweyomaaminimumof1.5ftbelowmeat-
fledmpamewbnmemL
protection hem pipmg-Place frier mom m the fmndatim blow the ripcsp
to prevent piping. An eltmlve world be I exarm a keyway m«]rwmn
Ote r'ryrap fam&tiar oil up be side b Oe (eight a the rim.
DESCRIPTIONS
practice SsandardsasdSpeaJleadons
Woo maph ddepb-K.p be spillway weir a km4 R keg writhed to
pros fle teak dladtHe time IPK mom (PiBme 640a). A maximum Dow
depth of l f4. minimum ftadoad of fL and maximm rode dopes oft.
me recommended. War length MY he amcmd from Table 6 60a elmvm for
meet sib ioaows b Nom Camima.
Table 6.608
Design of sP haraYs Dnhtag. Wet Le sh'
(Goa) N
1 40
8 60
g a0
4 00
5 20
sDimmeba ahmwhan mkimm
St
> min t y
ur,
iB00 nu Nr acre
q+ 2r sn
maz
1
Cross section Filar tabtic
Doner 21• Owda m'
•eHm in -r fh.rmement
top 1 m R
5n jLsn I v`2:1aft Em•anbY
b Dbt
mafIll tt:i ate akee Battled sup
of des
9 seal
3 a
n
Stonesection
Rowe&m. Temporal aedmenimp -
Construction Lckw,DaamdaipmemmanfttM mbmemtdauveebmmmd
Specifications roe mLL Reroow all amines teal cm°°""g high aawm a ag.nk sum
met AmmAm a &as=ilk lath. Has) ell oblesliouae mtal to the
dealgmdddfepomlmas
aAow:, DATE
2. Enmeamt fin mmorim fee thembselmmt is free of woodyvawte-
tiov,cosmictaer, mand omu mjecdmable=WW. Place t e fin b life,rot
mmcendmam 9inandmnb .0rapselit. Ovafillmemlmlarmat6inches
mallow fa wuk.=.
3. Comrct bemaa swdm m dembanbnwt. Prdattm easoemim be-
tween ducdpapteallibsill from piping by uno8 fh.fakk orabeywry abn
bead, batvan the dpap strucme mar On bop.
Plot ftrn fabbbtwemdelipmpandsol.ExteMaebbccamm
be sp0lway found". and sides to ma cup 'ofthe dam; m
mmvam a keyway mesh along the amNim d de silllar foundation
tx ending sup the thus m the heightd be dw.. The bunch should be u
km2 R deep and 2 If wide with 1:1 side slopes.
0. Cl=thepondm beDwmedm Omofthearatmf[MWinwrymf&CMbue
adlhnwckanovt
S. ADcm ere fill tlwa shaddb2l or flea..
6. SvwmgMthear.te(malnage)adim dthewbvimemlaemidmum
Duval width of Rand maximum aids slopes of 1:1 that aterd age bottom
adaspalwaYaoaft,
7. Commands the ro mm uuusual sae spWway house width, I tlwnm
the plw, wish 1-1 aide mope intending to he top a sum ova fled mMnk-
vent Keep the dsockms time sides of me spiDwaY end% smlmme 9 a mIni-
momof2linchei Theweirmua6elerefandcooatrudedmgrWemavme
desegnmpcity.
& NfawWuadintbmaseofmshambawdi-re mbmeofmve
aim of sinof9 inches (chassis erosion canted steed is recommended) and
a maximum Poe sum of 14 most, The more my be erect placed and the
solior smrme wm4ed use dte wide of the InsBer max.Ile sum should be
bald• minim', and highly wetMr-relate[.
9.EmurethutMnwewmwaYumdmleatioomtm6f 6ownsaem ra[thetae
athemmftreolmm7sa .KwpmemrmcMdso .wdwitykw
ceptebe Wesaoggroswarn.sbaM a gadth timoutla Mee teem
aim Ibeamramd'mgDoodatmdupmecmamcanRatMomow strmm
(Referen«t-0udeeProncnon)
10. Duectwerge.:ybypnm MwcW, atabkaw.Laembypam mlasm
mat Row win m dmvage be wbakmmL
11. SWn'Ike gewbmkmmtavdmdimudelarcb above tlhe sediment pool
and dowasmranh trot be Ms, immediatr]Y aft. mMwcom (Re/asKea: sty
fora Smarmmkp.
It Show the dinoaurGm the by of the aPglono, m the sedinwrt cinema
level (..hWf the lodge depth) w the plam and mark it m the field.
DESIGNED
A L P
DRAWN
RTMJR
CHECKED
A L P
PROJ. ENS
L R H
Preadve Standards andSpecjfmadans
' Maintenance inspect Isespdmy sedirant maps eta man pates ofdocificam r®fau.
Stearns sediment ad nature be seep to fa origf eel diencesiaa whin ue mg.
men[haecctmubddma hdfdedesigndwmdalemap Pleoedessll
meet gut id renewed a thedemDmaa Wasom mar and nation; the
oont inmedi sun time Dore) being.
Owk dLe muume fad=W from emaiw m pph,B. P tmdkaHy ltak gf
depth of the spillway m erede h Ise miWmm Of1.5 ft below lie lee Pont a
theembsekvmt ImmeduWyfiRmYwNwmtageemDmmenlbdi8a-
ly above design Dade. Any rIPmP dhpkwd time the pU" mom be
rcplaas Immedbfety. ..
Ater an wdimm4pododv6 max hew been permanently mbaked, taw
the su and m mmabbadive a.Smoothtesumtobbmwrihthead-
jdnbgsub am stabilize poorly (R4re«Ke l: Sayace Smbf/smdw)
Tabb6.I0a
TempanryS•eding
Seeding mlihln
RBOammmdmlans for Late
speeds Rate law en)
Winter and Early Spring
Ryouiraln) 120
Annual b.padua (Kobe in
Modmm and 0oata, Mdn,
Korean in Moartaln.) 50
than amal lea W am win dumbn d tammrary wvw k ,et b ale M
beyond Jun.
Seeding areas
Mountsha-Abovemwm Fab 15 - May 15- -
Babw 25m it: Feb.1-May 1
Pbdmont-Jar. i - Mays
Ccomal Flain-0 I - As,. 15
Soil anencimems
Febwrecomm•rd 750 drollbumorapphrNarngmummrixhL
weal rim•mna seal 75o,bymre 1a-to-lorenms,Bzer
Mulch
Apply d,mo W. maw. Aa4eralmv by teckuw wgh .,,at adne.
or a mules adhmnp mod A dnk with dada M nand atra'pM ea w
used a a mulch ahehonngiml.
malMenrme
Retenllkagpuwm Is not fully adequals. Rasa, market and mAiilm-
madlatay bllowbp w.bn ordhw damage.
SOUTHWIND
IF
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
Prandar Standard: and Spectjkations
6.10 ••-.• a
TS Definition Msetingrapibgrowb6amuelDnma.maRgtaim,al<guuwmptaidem-
iaaLtemporary diva fa erosion mntrd m dsmbcd ma.
Purpose to temporarily stabilize dem,md sea teal wig m be brought re Gnu glade
for a penod of sum 30 wording drys.
Temporary madieg controls rvmGsum erosion until permanent vegnater or
od. eroalm corms meows m be esublithed, In addition, it pmvMa
residenficelpoedfmandseWbdpgd ummdrodmerpoMenuofmvd
and rot Dmdatiov tee here soil eucfw.a during constructions,
Conditions Where on mycleaced, mwgekid.onsp dlrwgammdaogmfactwMmwepm-
PraeticeApplies 0.di10de4f�ury�metbbatin&mmperryliances of maadimdMproduce include
eon mackpga.
Planning Ammlplanm,wMs epanaMgmw mptWYaM mviw tdwly oaaamn
Considerations meannoontonaJamingInitial «tanP«myweamlwmva.rempermY
adding presents be InmDftr of smarm adimuu control snmuam ach a
dibe.mvetWana. and mdm e beoksdsmtladimentbadw Ilan alsoredum
liamo e ovt of mMvaaoocatd with tea devices.Forexwpb,dheme-
quenrydwdfinen[bmbdranesse, ll be reduced Ifwatershedarm&mcude
redmowmmtrwtimsued.mmbtb d
Proper mediedpVn .adb.fapproprim species, and me, dquhty
seed teas repeated in No pees a b Prance 6I I, PemmrK Seating.
Fem to follow emblisned guidelines and eaom ends s carefully mash
moll b an inadegom d short-lived stem of vegetation that w01 an mnnol
malty.
ramp«ary sending provMmiamcdon for no mare than I you, coming which
thvepemarcatmbfiiatfon YmWdbfnimmd
Specifications Comprises funding bfaeposmge,&we and bsWlmveoasarY audw
co tool pmOcta, each a dim, wamvnys and balm. Minmize stay lopes
because mesh mace seedbed prcPmeom difficult sum ivamw the anion
heard If sous become canpamd dmiv8 Dadimg, mown them in a deph of 6-
8 inches Ming a ripper, hmsow, urchins plow.
0 Doti seedbed pmpoadon u emendW to loom e" pkm mmblidunmt A good
sumbedkweNjulv.iwd.loom,mdumfores Whaehrdnmadingmethods
tau, the surface may be left with a mmefmBWar surbm dm8e donsand
LiWg-ApplyUm mue&gws benmcwmeM =lfdH epH(widity)
Of the MR is nor sawn, se appMLLbn of gsmand strient .. linwe[oveLL the
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
rm of I to i 12 tmNmre on caasommored digs and y3 man/sae me to-
mxmW sdb bususnrsdfi=L AWy limramm unifamlyaod.WIPM e
ire me sup 4.6 iahes a mil. ScAs witha pH d 6 a' higher nestnot be limed.
PardOmr andica f e all on mil WasWhenOuse on, not possible,
applya10-10.10germfaW U700-1,ODORWaae BothfaWimandbrm
should be ivadpastm th into the top 46 inches of soU. Ifa hydnuUc ands is
used, do mmix seedaW futiliniman it= 30 minums before applicadon.
Smftess glimivllrecent 6llegeOperators
iwrdWa#baboxad-
face, addEmndrmghmbgmp• totbeaqumdm aptacMat up borehole
finished awes the mfaa to become a"a aamd, boson kJ tprks'I
medfngbylhkf us.rald. vg, harrowing, mother dloda uble meGrmvedfw-
mw elopers simper than 3:1 m the mnmur before wedbB woe 6.03, Sur
free Re"badng).
PLANTBELECrlON
Sefed-appgriate speciod sprees inamr, from Iable 6.I0a, for sadalg
in km wieta and aatly spar& Table 6.1%[m mom, bum Table610E Tor M
In me Mountains. Daanbw and lenamy aeedfass hew poor chances of1w
ore Who it is naamym plain these lima hmeremrweMmiws for fat
and a so mily tacked mulch.
S®3N•G
Evmd apply anointing a cyciate rend. (bradan). doll, cosponsor weds,
whydrometer. Use sandingsumsgiven b Tables 610" No. Broadcast seed-
iap and hydraad rs m [plampf m fa steep ilopa wheze eghripmm[ area
bdrivm. Harm broadcasting I. wrecommmaed 6asea ofthe difficulty k
mbkvbg . mg'«m dimf6ntio.
Small gtai= should be pleased an mare tlm 1 itch deep, and 8hsmd end
bDmes an male sum 1/2 inch. Bradca[ need mud b covered by eking «
cluivdr should
mull, pab..11Ymoamled
ref xmes amald ialom s wood filer (ctRukme) mhhkh-
MULCHING
The use oft appropriate match will help mature establishment urdur aamd
condidom and to ossmbl an seeding amass ender harsh ale cardftions (Pew
Oce6.14, MWchivg). Harsh dbcaadfmns mcmda
aeq tafI feeaim. eov..(woodfiMr mhilcihamvdwneMerM
adegmtef«bla m).
dopessseeprdou3:L
emmdvWrtaanmywmmer,
adverse mfis(ainbw,rorky, mhfgb in day aaand). ens
area rccWvmg waentrated row.
If Oft Area to be mumhea b sebjea I mnwnnated wmalmw, mbdn 'll,
anchor mdc h with mating (Produce 6.14. Mocking).
Praetico Standards and Spaeffwations
Maintenance Reeeed sum mulrA area where aeAing emergmm kpow,or who wean
alma, m sum as Postibb Do vat lbw. Parma from tra6bb moth a Pa-
Wbk.
Table8.10b
Temporary Seeding
Seeding m6cn[ro
flacemrrlarldmlwsmr
Space. Rose la sae)
Summer
OarmamaLL 40
In to P,•doned oral Mmntda, a ,teal -dimmed Sodarama may b
-
dabLLndeO We M• d so Ibmae
Seeding dues -
Mounteila-Mayl5-Aug /5
Piadmont-May i -Aug. 15
coastal Fldn-Ape 15 -Avg. 15
Soil amendments
Fagowrecomm•ndadmndaoltahaapply2,D00Nagagmu agrku4
m al limabneaM M linters 10.10-10fnalbw
Mulch
Apply 4,000 bhera mm , Anchor draw by twkim with aspen, nskp,
or a math manure led A dhk with dada not mart' straight can be
read anmukh aKhotbgmol.
Maintenance
RaedT•bummi moslmlo edaquds Raeed,rotenllkeaMmutohim-
medindy blbwtng arvebn ordirdwwa
Table 6.10C
Tempors ryse•tling
Seeding routines
Recommendation for Fall
Spmla. fleb(mna•)
"b raln) 120
Sending alum
Moumdne-Aug 15-Dom 15 -
Co.mlPlainarWPbdmont-Aug. 15-Dec. 30
Soil sm•ndmmb
Folow, miasma eppy 2,om Na.egmund agrimnuml nmamne aM
Lodi blmro Io-lo-l0blmkm.
Mulch
Apply 4,000 Nor.• saw. Another now by hadid, with ,hat, all
ar a mulch andemp tool A disk with betW sot nearly maigim can be
uatl a e muM+nc�horka sod.
_
paper dwapd ma M 50
Rweh and Tuproes
W
nc "in exy,
Nara d nrtmpa in March. e n ha n.caaary re adeM temporary rover
ry s,
iwlm 15, oweroeed wbh 5o Nacre Koh• (PbOmom aM COWal
Korean
Pbin) or Kwan (MmnbiMl bapedma M We Fsmalor eery March.
PRELIMINARY PROGRESS PRINTS
DETAIL
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS, LATEST EDITION.
- NOT RELEASED FOR CONSTRUCTION
DATE, JULY 2006
SW PROJ, # 06-0033
DWG FILE 4106-0033D
SCALE
HORIZONTAL,
N/A
VERTICAL,
N/A
SHEET NO.
D2
OF,

I
O SENEGAL Monte: 2 O O IptFE: IIEE aIIBB "E" CpRMANS iXXD.9Rrt. Z O
O IT
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o RACK d cWe WE cue6 'e^ ttNDREM TIeIQNxaui. N Q'a S. v Y Gm aPMIPS xoa m
<9 PRMDE ALL GTYI Wllp BVER Y-B' IX EIFM M YLaTEPB t4' N 09 NN
� X v1AXIDE ALL DA1d euixe oven s'-s" xx dvM RZM rtfn e" �Q3 ,<x'a B3" NOTE: USE COPE "E", "F" AND "G" DMTE - H>• <� F RE°D' MI CFMEN. WE "MAN 1. .1 MM STD. X9 BN.M. f-� <� s" xEEr HOLES DEwERA1 NOTED:
jJN C 1'-°^ d cERITeR. WE Brzn YMId COMPLY NUM em. 4RIIIMPS ewl.d. 1 �S' • m O UNLESS OTHERWISE NOTED. I �' sf •Q�. m O rd SLAB oPTxdN mxrtNATId YOPSL[Mry POW s" nnar, d u eM mnu AT QQ H< 2 v-� WE cIAM 'e" mlKRne TdaNwr. QQ
D O-y ORIRUL ¢MTRIICFId - Y:N]LIMIC POUR, Y' NFVMY, M II BM MAELB AT ¢ (rI O D 09 �� � � x�„ ¢ 40 g ~ O-y B 14' Cm1EM AM BIR6.'iFO BY THE ENGINEER. i ¢ Q g N Q O 2 ~
rpTyN ..P 14'LFNIERBM DIRECTED BY THE RNINEER. LL"JO _ rpTyN I
OH r"a 7I N (•1 rMmmN OPRMINff. A.I. USE IXIFIB OVERB'-e'IX OEPMRIMSH. . ¢ U
m 2 S y Y > s ::..r. " `, - d,y m y f' •-L LL J L -j m O_ y_ y CVA QI WE PORN FOR ME NRITIUCTIpI OF THE RDiILY &N. LL J O y_ GX CEMe. WE BilPB XRICx (DEEPLY INN BA. WREYO Mp.M. O N
ly y D ". `� WF FORIxI iCR TIE CpEfIRWTIOX CF TIE eOIICY BW. DONS ly y D 1� a� QQNx ly y D [ IF RIIXMQO mXepE}E P[PE [B BEi [X BOITM BW Cf BO%, MO T) BW QO(AS miy D OPTIQUL NIIRMILTIeI - Y[MJLIMIB MRM Y" XFYINY PI M BN 0.?ELB AL OOdSi 11 . a m - 11 ^ a IF RnXPoMED CONCRETE PIPE 38 BEi IN pilCY 8w OF BW. AID TO SW W gg LL O T Gi y .V BIORI pl BTI m. MO,N. •� - Z y " CFMEM N OIRECIFD BY THE BplxEm. N
s���m T " T _ �9e, xm�m .�.. �� WS�dLLx s���m --I ___. _-_.. .. _.__.__-. __.._.__-._.._ __ Lu_ �ILx 4�iom R X
wSSLL=
, - (n�o X M a_ - m rr-• ^^ •_ F•+v - N
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F_ _ _'9 r TX___1 a• QUANTITIES MLMDII QLY. E-x z,y z H I IF EVENORCm CONCRETE nn ]a SET Ix BOTTOM SEAS OF W%, ADD ro ELASEde'-0°MXE[brtdLEe9 WE e'xALLB NA 00TiW We. Ua LLpO___ NLLMOJ Op.r X NI- O __ __ __ J bNdu... AO...N.W-D' TO te'-D^ IN MINAr ICE e' RULE Am FDrtM Sw. NUU1r ¢ O "" O ME Z SECTION - LL SECTION - W m p Q dxa*mOT Rnx PIPE . wTdtw. LL ly - - --
QANTITIES ARCO DIMLY. O H yD O N2 O y� A-J EOO TEIMItPf0M110WTd[Na. S'D°A9 DIRECrIO 6Y TIE ENYIXEER.zRIMPInAA ALIGN FRAME WITH INSIDE > NIXBTFIL SIQE dATxe OF A FINE. OF I CWIC MST d IA. TW STaE M A r N INSTALL a^ IIEERIXEE M GIREDTED BY TIE E..EEA.PLAN pQYPER AL GAMES m ns 1•. dO N p 1 EDGE OF WALL TOALLOW'q wp rPdON FABRIC Sb OqIIMP, AT SAW WEST HOLE d AN DIRECTED BY ME AYIMFER. d q I ]Nvi/11 aiQY LG[m. d A Y[X[YM d 1 CVSIC fEQT OF X0. TY SfME [N A p z JFOR VERTICAL AOJUSTYENT w, p 2 CIWE[R uL ERFpED MBE. 1'.CwIRu Au Aoafn muERB 1•.XSECTION X-X dMlxo xm TD xuE. a�I ' I'- 4 1- mXQA FAd]c ew d xRAB. Ar Ewcx RFFr nDLE d M mREcrEo ar nE ExGIre:EN. Q
wM1 9Ecrxd �_ _ -t 1 _ dARERS MAT m .1.
^I i -r - �U .IxdSNE THE 9]zE d nE e^ daxlW To e^ W%.. M DIRERM ev TN! v� SWAMPS EST To BCLLE.
SECTION - BE T T 8 ND a- ro ME FALL Hlmn ARM THE TOP ELEVATION. Aalnrt
FRyEWA}EAP T P EVATI II 1 x" RN' IKLFfi GEE NOTE WANrmm ACCdDNPSLY. PLAN
- BE MTI ' BTEre .fry, PS. IIO.M BY SECTION - PP SECTION - AN YPLAN SECTION Y-Y WITH ANTE E PENCE REIDVE[)
0"
PLAN {"I E L EA
TIN A - ¢ y T m FRALE,ORATE, & HOOD ASS'Y N II a O O ~ 'I M TO F ELp x )TOPLAB 4" ¢ d m &TICK COPIXf 11HCIdNxAL) ¢
O m Y - �' A LL Z C m �'1 LL Q'i Td ELEVATION O MH C) z TOP ELEVATION p
O r �.. e E E• f-1 O N m ,? " r" 1-- S 6=Y O r OURER LINE LL 6 O r TO. A-Wy ..rE eJ m ET m N -B- z x r zavexlPSa°r "{ 1 B".WZaBv Jn? 9 x Te . AEI S x -LLZm N 0 N 3'-0" Z Q-ELEVATION H 3
SECTION Y-Y d O g< U �' - m N a^ a °^ pm°�i oo ?.iL1E"c'�N1�e"e: n D n1aeR M° YAZ N L M Ke O ye�y101'E" . v m g W d 3 A D 1 aO ¢c OCA O vMiE9 ° ° - ,.p Iv.V¢ EEi O SECTION - M F O AS0of"(TNICglE68 VMIE61 =- E.i y O 0
gA m fEE xmE .:, a4:_ -n.. ¢ W .^ ¢¢ Q r (afBE: oO a Q
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„ S E v',. MERE M" ro ae^ PIPE I. WEE SECTION M-M y W ~ D Z f L M n W m N t0 z 'i Ir 7 i -(- 1 NI Bon z m _ r DOWEL y W
ET s 2 MERE 80" T8 81" PIPE I8 USED Ca SECTION - JJ m E n S < • SEE RATE ¢WEL SEE XNE ¢
-3 O XHERe IY' TO u" riPE la un0 2 C N y O J FRPAIE PLAN S O ry r EA SEE AGREE ¢ N ry V
xNx V xz N W m> z m EA W IT SECTION X-Xt; YA%. nPE MIe emERISER HT. J D = o ,r�� 11� T� rr Ij` E-I w o PART SECTION Y-Y ,.., = J SECTION Y-Y�.�PI .1 2 0% f O O 9'�1�°'- ��1 '-r 3 0 RAT Or l� Z O I y 2 O SECTION X-X 9H01YIX0 OETAIL9 AT OPENING S U z p
y
___ ______
e 4EO
F ARS N" TO 61^ PIPE Ia WM L
SHOWING METHOD •
PHAN PLAN
aNEET 1 OF B
fE9
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l-
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y
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Ey SDI EVMexd Joxx �> y DETAIL SHOWING TYPES OF GRATES 2 i oy, W 20 oy SENEGAL NOTES: xoam
w. <`•rr <y '9E" RPD' ) y Y POINTER JOINTS >`
< z
< H- <, IV TD h" MICR. I_
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2'-t1 ~� < < Sri
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1 ' ^ dRS., _____________________________ i fix. <y r
Z ' L a n J u MGM MD MRTERryWIITH dIN WIN eN STEEP SA DIS , Q O ED_ ' B
• w e.
m ^ ELEV.
y s WE OR FIAT EMAx9I01 JDE 1
OWES 2%MD BIDER
S�f a•-o°1 --- CHUM, aeo aurrEA LIME _ _ _ _ - _ II SECTION B-B C
EXPMBIW JOIN m
ry G U8E MAD "B" CONCRETE TIEIQpXWI.
jII�� „U mmm UBE PDRKB MR °01BTRUmId OF THE ROTT(x1 BW, xZ„¢p+. U
m� cc m" 2 mg Zy - PFKNVIT FAL PIPE(9) PRm TOTAL W- Y013. OF BRICK STIEPS. LLJdI-Iz
2 - 9" % I(^ THICK O¢zm C yyy(y'a % % PROVI°E R. CATCH ERSIHB OVER COMPLY
IN SM. NiM BIEPB 18" OOmx
RWNO OR SOUPAE F9<-x xT 29m ONOORICK WE BTEPB WHICH COMPLY WITH BTII. OMNIHOB40.88. W 7jLLS
CL U fUaO
V9E FIRICK dl DOWN BLOCK WHICH CEYKIE9 WITH ME REQIIR91EHf8
WT WMNER F_a W =„SOT, _ 1 OF REINFORCED
EIB OF R BPIPE IS SET IN GOTTEN �xHZI-I
W
B - XIX IRA mh LLHJ mOlr-I T IF SHOADER . AND. [E PIPE IS BET IN GOTTEN BLM OF WON, AN TO BW NI'-LLOJ
%. O>y� _ FO OIOW OX STD. N0. M0.G0. OpN�
r 2 D MR 0'-0" IX NE[O? O,NAON LEBB WE B" WALL; OJER 8'-0" IN REWIRING
HEIGHT, WE Z
�RH '�Iy-r-r W-O"". WE ITEE TO BHALLAM
E ADJUSTED MCd0IWLY.L FOR THE RFYRIHINB 6M
DETAIL OF HANDLE WO mo WO
O Z CONSTRUCT WITH PIPE CROOS dTCHIM3.
O Y_J m W NOT USE BRICK SONRY MR INLET IN LOCATIONS SUII TO
LRTRAFFIC.
R. PLAN
CMMFER ALL E%Pmm CORNERS 1".
IT, PLAN OF TOP SLAB SECTION S-S ti o T m O N PLAN COUNTERSINK PART WHERE HANDLE IS LOCATED 1-
PLAN
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I EI C 5,'Py
AFRiss..., LENE1
DESIGNED A L P
DRAWN RTMJR
CHECKED A L P
PROJ. ENG. L R H
SOUTHWIND
SURVEYING AND 201 GLEN ROAD
ENGINEERING, INC. GARNER, N.C. 27529
919-773-0183
919-773-0148 (FAX)
ZC-06-2200
Applebee's Restaurant
OUTLOT #3
US HIGHWAY 17 (OCEAN HIGHWAY)
TOWN CREEK TOWNSHIP, TOWN OF LELAND, BRUNSWICK COUNTY, NC
ALL CONSTRUCTION TO BE IN ACCORDANCE
WITH THE TOWN OF LELAND STANDARD
SPECIFICATIONS AND DETAILS, LATEST EDITION.
PRELIMINARY PROGRESS PRINTS - NOT RELEASED FOR CONSTRUCTION
DETAIL
DATE, JULY 2006
SW PROJ. # 06-0033
DWG FILE #06-0033D
DETAIL
SCALE I
HORIZONTAL:
N/A
VERTICAL;
N/A
SHEET NO,
OF,
1

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.S. HWY 1'
OUNTY: B
TATE: NORTH CAROLINA
VICINITY MAP
SITE DEVELOPMENT PLANS
NU I I L) JI.ALt im Ar rmuvlucu oI
MAPQUEST
ARBY'S PROJECT INFORMATION
1. OWNERIDEVELOPER:
ARBY'S RESTAURANT GROUP
35 TECHNOLOGY PARKWAY SOUTH
SUITE 170
NORCROSS, GA 30092
PHONE: [phone]
2. CONSULTANT/ENGINEER:
OMNI CONSULTING SERVICES
665 HWY 74 SOUTH, SUITE 125
PEACHTREE CITY, GA 30269
[phone]
3. TOTAL AREA =1.290 ACRES
4. ZONED C-2 - REGIONAL COMMERCIAL BUSINESS DISTRICT
FRONT SETBACK = 25'
SIDE SETBACK = 7.5'
REAR SETBACK =20'
BUILDING HEIGHT = 35'
IMPERVIOUS AREA PROVIDED = 26,155 S.F. (46.55%)
5. BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM PLAN BY:
PLAT PROVIDED BY SITE DESIGN, INC. DATED 3.14.06
6. WATER SERVICES PROVIDED BY NORTH BRUNSWICK SANITARY DISTRICT
SEWER SERVICES PROVIDED BY NORTH BRUNSWICK SANITARY DISTRICT
7. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE
INSTALLED PRIOR TO BEGINNING OF EACH PHASE OF CONSTRUCTION.
8. CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. IT IS THE
CONTRACTORS RESPONSIBILITY TO COORDINATE HIS OPERATIONS
WITH ALL UTILITIES WHICH MAY BE IN CONFLICT WITH HIS WORK.
THE CONTRACTOR MUST MAINTAIN AND PROTECT ALL SUCH
9. SEDIMENT BARRIERS AND OTHER DEVICES SHALL BE INSTALLED
AS NECESSARY PRIOR TO BEGINNING CONSTRUCTION AND SHALL
BE MAINTAINED AS NECESSARY TO PREVENT ANY SEDIMENT FROM
ESCAPING THE SITE.
10. IF SITE PLANS CONFLICT WITH TOWN OF LELAND STANDARDS,
SPECIFICATIONS, ORDINANCES, MAYOR AND CITY COUNCIUPLANNING
COMMISSION REQUIREMENTS, OR VARIANCES APPROVED BY THE BOARD
OF DEVELOPMENT APPEALS THE LATTER SHALL GOVERN.
PROJECT DESCRIPTION:
THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF A ONE-STORY
RESTURANT BUILDINGS WITH ITS ASSOCIATED USES. THE STAGES
WILL INCLUDE CLEARMWG, GRADING, INSTALLATION OF PIPING, INSTALLING
AND MAINAINING EROSION CONTROL MEASURES, ETC.
FOR
ARBY'S OF LELAND
NEW POINTE BOULEVARD EXTENSION
CITY OF LELAND, NORTH CAROLINA
BRUNSWICK COUNTY
APRIL 20, 2006
REVISED MAY 18, 2006
PARCEL ID #0470002417
RECEIVED
Nov h :^ i'-";T
Consulting Services
665 highway 74 south
peachtree city, ga 30269
ph: 770-486-7370
fax:[phone]
[e-mail]
CA# C200610000192
PROJECT INFORMATION
1) SITE IS LOCATED ON U.S. HIGHWAY 17 IN LELAND, NORTH CAROLINA.
2) SEWER SERVICE PROVIDED BY NORTH BRUNSWICK SANITARY DISTRICT.
WATER SERVICE PROVIDED BY NORTH BRUNSWICK SANITARY DISTRICT.
3) THE EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES
SHALL BE INSTALLED PRIOR TO OR CONCURRENT WITH ANY LAND
DISTURBANCE ACTIVITIES.
41
ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF LELAND
APPLICABLE ORDINANCES AND CODES.
5) ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL
FIELD CONDITIONS SHALL BE IMMEDIATELY MADE KNOWN TO THE
ENGINEER.
6) CONTRACTOR IS ADVISED OF UNDERGROUND UTILITIES AND SHALL
VERIFY LOCATION OF SUCH PRIOR TO ANY DIGGING.
7) DEVELOPMENT IS PLANNED AS A RESTAURANT FACILITY
WITH A ONE-STORY BUILDING STRUCTURE.
8) ALL DIMENSIONS MEASURED FROM FACE OF CURB UNLESS
OTHERWISE INDICATED.
9) THESE DRAWINGS ARE NOT VALID WITHOUT ENGINEER'S ORIGINAL
SEAL AND SIGNATURE.
10) FOOTPRINT BASED ON ARCHITECTURAL PLANS RECEIVED FROM CLIENT.
REFER TO ARCHITECTURAL AND FOUNDATION PLANS FOR EXACT
BUILDING DIMENSIONS.
CONTACT INFORMATION
1. OWNER:
ARBY'S RESTAURANT GROUP
35 TECHNOLOGY PARKWAY SOUTH
SUITE 170
W
NORCROSS, GA 30092
PHONE: [phone]
®
CONTACT: BRIAN ARNOLD
,7
111011111
J.
2. SITE CONSULTANT/ENGINEER:
/
✓
all
MARC S. NEWMAN
665 HWY 74 SOUTH, SUITE 150
cc LU
PEACHTREE CITY, GA 30269
{
[phone], eJd 104
l .
3. 24 HOUR CONTACT:
BRIAN ARNOLD
[phone] (MOBILE)
FLOOD ZONE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSUR
RATE MAP, COUNTY OF BRUNSWICK, NORTH CAROLINA, WITH AN EFFECTIVE
DATE OF MAY 15, 1986, THE PROPERTY SURVEYED AND SHOWN HEREON LIES
WITH44 LONE "C" PER COMMUNITY MAP NO. 370295 PANEL NO. 0130C
`ZONE "C" AREAS OF MINIMAL FLOODING (SHADING)
SHEETINDEX
NO.:
Cl
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
***CAUTION***
SHEET TITLE:
COVER SHEET
SITE SURVEY
SITE PLAN
EROSION, SEDIMENT & POLLUTION CONTROL PLAN
GRADING AND DRAINAGE PLAN
UTILITY PLAN
LANDSCAPE PLAN
EROSION CONTROL DETAILS
STANDARD SITE DETAILS
ARBY'S SITE DETAILS
DUMPSTER ENCLOSURE DETAILS
LIGHTING PLAN
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
BOA' w. aR`e` BEFORE YOU DIG 1
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUCTION SCHEDULE - 2006
ITEM
JUNE
JULV
AUGUST
SEPTEA@ER
NEERI WEER WFflt9 WEFfId
WEE21 WFE%R WEIX9 WEEY.♦
NlER1 WFFIIR NEE%] WEFI(e
N8R1 N8%2 WE6,] M'EF](
INSTALL
EROSION CONTROL
CLEARING AND
GRUBBING
GRADING
BUILDING
STORM DRAINAGE
WATER LINES
PAVING
GRASSING
GRASS
ESTABLISHMENT
MAINTENANCE
MAINTAIN
EROSION
CONTROL
REMOVE
BMP'S
77Z
�j
1000
APPROXIMATE SCALE
0 IDB0FEET
XXiIBXAI R11/ INSIIIXCE PMIAXM
�j
SITE
FIRM
ONe B
--�
i'i FLOOD INSURANCE RATE MAP
BRUNSWICK
'I COUNTY,
ZONE
Ii
NORTH CAROLINA
�RM26
(UNINCORPORATCO AREAS;
PANEL 130 OF 395
!
\
e
ti---
ZONE A4
M 4.0
COMMUNITY -PANEL NUMBER
/
370E93 0130 C
/
\
ZONE B
EFFECTIVE GATE:
_ M 3.0
MAY 15, 1986
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.... ..... .. ..... .. . ..... 7 ..... . .......... . ... .... . ........ . ........................... ... .... ..
1`1
BEFORE3 DAYS DIGGING CALL
TOLL FREE -800-632-4949
BEFORE YOU DIG I
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTORCONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
. .. .. .....
.... ....... ..
. . . . . .... .. .. ...... .. ....... . ..
- --- - ------------
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61006 N-AVTFJ U.S. HN 17
COUNTY: BRUN WICK
STATE: NORTH CAROLINA I
LOT #2
OUTLOTS OF LELAND RETAIL
INVESTMENTS, LLC
56,188 sq.ft.
1.290 acres
SCALE: 1"=30'
60' 30' 0. 30' 60'
L
Omni
Consulting Services
CA # C200610000192
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
REGISTRATION SEALS
0Hl I CI I/////A
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MARC S. NEWMAN P.E./3?747
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DATE
DESCRIPTION
5/18/06
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: ArbySLELANDMasIDr.dwg
DRAWN BY:
AMS
CHICO BY:
MSN
COPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically Identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are hembychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
EXISTING CONDITIONS
C2
SHEET
DATE: APRIL 19,2006
NOT RELEASED FOR CONSTRUCTION UNTIL DATED AND SEALED.
ATED:
INITIALED

IP
NEW MONUMENT
SIGN TO BE PERMITTED
FORCE MAIN
SEPARATELY
R/W
IPO1/2"RB•
;, v",
8"WATER
LINE
LOCATION OF NEAREST
EXISTING FIRE HYDRANT
II
1
cc
}
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t
N
—01
NEW BLACK
CONCRETE
APPROACH
PAD
U.S. HIGHWAY 17 (OCEAN HIGHWAY)
340' RIGHT-OF-WAY
P.O.B.
N54055'43"E 225 22' IPO 1/ "RB.
'v'r ._ .. 'y'i ,,,,, 1.; _ yid .....�._ ..._,,, yy ,.,
i MENU BOARD DRIVE-THRU SYSTEM
SEE SHEET 11 SEE SHEET 11
FOR DETAIL FOR DETAIL
0) f LANI
IS
NEW POINTE BLVD. EXTEN
50' PUBLIC RAN
SION
iPO 1/2"RB.
-(0
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04
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E/P
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RM
PROJECT INFORMATION
1. OWNER/DEVELOPER: ALL EXTERIOR CONCRETE PADS EXCEPT SIDEWALKS
ARBY'S RESTAURANT GROUP TO BE 4000 PSI W/ FIBERMESH
35 TECHNOLOGY PARKWAY SOUTH ALL CURB & GUTTER TO BE 3500 PSI W/ FIBERMESH
SUITE 170
NORCROSS, GA 30092 ALL SIDEWALKS TO BE 3500 PSI WITHOUT FIBERMESH
PHONE: [phone]
2. CONSULTANT/ENGINEER:
OMNI CONSULTING SERVICES
665 HWY 74 SOUTH, SUITE 125
PEACHTREE CITY, GA 30269
[phone], ext. 104
3. TOTAL AREA = 1.290 ACRES
4. ZONED C-2
5. BOUNDARY AND TOPOGRAPHIC
INFO TAKEN FROM PLAN BY:
PLAT PROVIDED BY SITE DESIGN, INC.
DATED 3.14.06
6. ALL DIMENSIONS MEASURED FROM FACE
OF CURB UNLESS OTHERWISE INDICATED.
7. PROPOSED BUILDING AREA = 2895 S.F.
PROPOSED IMPERVIOUS AREA = 26,155 S.F. = 0.60 AC.
PROPOSED PERCENTAGE OF IMPERVIOUS = 46.55%
PROPOSED BUILDING HEIGHT = 23' 8.5"
LEGEND
BLACK CONCRETE PAVING
STANDARD CONCRETE PAVING
BLACK ASPHALT PAVING
DOUBLE WING CATCH BASIN
®
DROP INLET
STORM DRAIN PIPE
qry
FIRE HYDRANT
NEW POINTE BLVD. EXTENSION
PAVED BY OTHERS
T".B.M. TOP
1 33 REBAR
�q
'CL p . E
/,,A,.'''P 88 DATUM
0 GRAY L.,....... _..-- .._.._ .
PARKING CALCULATIONS
1 SPACE PER 150 S.F. OF
GROSS LEASABLE AREA
3v t) a 28,9&150 = 19.3 SPACES
20 SPACES REQUIRED
43 SPACES PROVIDED
INCLUDING 2 HANDICAP SPACES
TOWN OF LELAND
UTILITY SERVICE PROVIDER - CONTACT LIST
UTILITY SERVICE PROVIDERS FOR THE TOWN OF LELAND
ZONING:
TELEPHONE:
TOWN OF LELAND
BELLSOUTH TELECOMMUNICATIONS
TOWN HALL DRIVE
PHONE [phone]
LELAND, NC 28451
CELL PHONE
PHONE [phone]
PHONE: [phone]
CONTACT: CAMERON MOORE
SEWER:
STORMWATER:
NORTH BRUNSWICK SANITARY DISTRICT
BRUNSWICK COUNTY
516 VILLAGE RD., N.E.
PHONE: [phone]
LELAND, NC 28451
CONTACT:
PHONE: [phone]
FAX: [phone]
ELECTRIC:
CONTACT: RUSS LANE
BRUNSWICK ELECTRIC
PHONE: [phone])
WATER:
NORTH BRUNSWICK SANITARY DISTRICT
GAS:
516 VILLAGE RD., N.E.
NC NATURAL GAS
LELAND, NC 28451
PHONE: [phone] (CUSTOMER SERVICE)
PHONE: [phone]
PHONE: [phone]
FAX: [phone]
FAX: [phone]
CONTACT: RUSS LANE
CONTACT: DENNIS URGENTO
E-MAIL: [e-mail]
CABLE:
TIME WARNER
INC DOT
WESTFIELD SHOPPINGTOWN INDEPENDENCE
COUNTY ENGINEERING
3500 OLEANDER DR.
P.O. BOX 1450
WILMINGTON, NC 28403
SHALLOTTE, NC 28459
PHONE: [phone]
PHONE: [phone]
PHONE: [phone]
CONTACT: IRIS McCOMBS (PLAN SUBMITTAL)
CONTACT: CUSTOMER SERVICE
NC DOT
PERMITS:
DIVISION 3
TOWN OF LELAND
124 DIVISION DRIVE
TOWN HALL DRIVE
WILMINGTON, NC 28401
LELAND, NC 28451
PHONE: [phone]
PHONE: [phone]
FAX: [phone]
CONTACT: DAVID SMITH (CURB CUT AND SIGNAL
APPROVAL)
***CAUTION***
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-6324949
+�G BEFORE YOU DIG!
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUME NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOWS RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
SCALE: 1"=20'
40' 20' 0' 20' 40'
Omni
Consulting Services
CA # C200610000192
N
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: mnewman@omnicons.00m
REGISTRATION SEALS
CAR07////
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SEAL
17
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MARC S. NEWMAN READ31747
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MARK
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DESCRIPTION
5/18106
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: Arby'si-ELANDmaster.dwg
DRAWN BY: AMS
CHWD BY:
MSN
COPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whale or in
part. It is only to be used for the project and site
specifically Identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
SITE PLAN
C3
SHEET
DATE APRIL 19, 2006
DATED:
INITIALED

SHALL BE
AND P(
2 4. ..WITH — AJN
_ _EROSION
WILL BE A
_...
340' RIGHT OSE='WAY "-_._.__ _ .._........ .......... _ �..._
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
P.O.B.
OF
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dkADING
FORCE MAIN / vV
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SEE SHEET 8 FOR EROSION
CONTROL DETAILS
ARBY'S 24-HR EMERGENCY CONTACT:
BRIAN ARNOLD [phone]
EROSION CONTROL KEY
CONSTRUCTION ENTRANCEIEXIT
TEMPORAI
I I I
ONIC
NET PROTECTION
TS
TEMPORARY GRASSING
PS
PERMANENT GRASSING
- -- —-
PROPERTY BOUNDARY
------- LIMITS OF GRADING
— — — —
NATURAL CONTOUR
FINISHED GRADE
PROJECT DESCRIPTION:
THE PROJECT WILL CONSIST OF THE CONSTRUCTION OF
A ONE-STORY RESTURANT WITH ITS ASSOCIATED USES.
THE STAGES WILL INCLUDE DEMOLITION, GRADING,
INSTALLATION OF PIPING, INSTALLING AND MAINAINING
EROSION CONTROL MEASURES, ETC.
EROSION AND SEDIMENT CONTROL NOTES
1. ALL SEDIMENT CONTROL MEASURES MUST BE INSTALLED BEFORE CLEARING AND GRADING
BEGINS.
2. ALL EROSION CONTROL MEASURES ARE TO CONFORM TO THE STANDARDS SET FORTH IN
THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
FOR NORTH CAROLINA
3. EROSION CONTROL MEASURES SHOWN HEREON ARE MINIMUM REQUIREMENTS. ADDITIONAL
MEASURES MAY BE NEEDED IN ORDER TO CONTROL SEDIMENT AS REQUIRED BY LAW.
CHANGES AND REINFORCEMENT IS REQUIRED WHEN FAILURE OF THE EROSION CONTROL
MEASURES PERSISTS.
4. EROSION CONTROL MEASURES MUST BE MAINTAINED AT ALL TIMES. INSPECTION AND
REPAIR OF EROSION CONTROL MEASURES IS REQUIRED ONCE A WEEK AND AFTER EACH
RAIN EVENT.
5. DISTURBED AREAS TO BE STABILIZED WITH MULCH WHERE SLOPES EXCEED 3%.
6. SEE "GENERAL EROSION CONTROL NOTES" ON SHEET 8.
6. ARBY'S 24 HOUR CONTACT - BRIAN ARNOLD [phone]
7. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES.
IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE
FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL
OR TREAT THE SEDIMENT SOURCE.
8. TOTAL DISTURBED AREA = 0.98 ACRES
9. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER
THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING
CONSTRUCTION SCHEDULE - 2006
ITEM JUNE I JULY AUGUST SEP EMBER
WEEIl1 W£EN} Y( ] Wg., YIEE]!1 WEDS XF£K] W X. WEHt] MFxx• wccra iu¢.. uc.... ....-,... .. .._..
GRUBBING��u
GRADING
BUILDING
STORM DRAINAGE
WATER LINES
PAVING
SCALE: 1"=20'
40' 20' 0' 20' 40'
ftni
ervices
CA # C200610000192
VUV\ r
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
I MARC S. NEWMAN
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15111111061 REVISIONS PER TOWN OF LELAND ZONING
IROJECT NO: 06028
;AD DWG FILE: AIbysLELANDmaster.dwg
)RAWN BY: AMS
:HK'D BY: MSN
:OPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and is not to be used on
any other project. It is to be returned upon request.
SCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches
These scales rioted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
1EET TITLE
EROSION &SEDIMENT
CONTROL PLAN
SHEET C4
DATED:
r=�
DATE APRIL 19, 2006
INITIALED

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CONTRACTOR TO
RE -LAY EXISTING 24F9
FRCP @ MIN 11,00%
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PROJECT INFORMATION
1. OWNER/DEVELOPER:
ARBY'S RESTAURANT GROUP
35 TECHNOLOGY PARKWAY SOUTH
SUITE 170
NORCROSS, GA 30092
PHONE: [phone]
2. CONSULTANT/ENGINEER:
OMNI CONSULTING SERVICES
665 HWY 74 SOUTH, SUITE 125
PEACHTREE CITY, GA 30269
[phone]
3. TOTAL AREA = 1.290 ACRES
4. ZONED C-2 - REGIONAL COMMERCIAL BUSINESS DISTRICT
FRONT SETBACK = 25'
SIDE SETBACK = 7.5'
REAR SETBACK =20'
BUILDING HEIGHT = 35'
MAXIMUM IMPERVIOUS = 70%
IMPERVIOUS AREA PROVIDED = 26,155 S.F. (46.55%)
5. BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM PLAN BY:
PLAT PROVIDED BY SITE DESIGN, INC.
DATED: 3-14-06
Sum Q (cis)
6,73
24"
RCP
2.07
24"
RCP
10.35
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23,36
0.66
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23.18
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22,36
6,17
21.41
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***CAUTION***
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
BEFORE YOU DIG 1
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
CONSTRUCTION SCHEDULE - 2006
ITEM JUNE JULY AUGUST SEPTEMBER
wrercwffxz »�z w»u wax, a wmcrc w�i wiz wffxz "nrc� wun, z weaz wex+
INSTALL
EROSION CONTROL
CLEARING AND
GRUBBING
GRADING
BUILDING
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WATER LINES NMI
PAVING
GRASSING
GRASS
ESTABLISHMENT
MAINTENANCE
MAINTAIN
EROSION
CONTROL
REMOVE
BMP'S
SCALE: 1"=20'
40' 20' 0' 20' 40'
Omni
Consulting Services
CA # C200610000192
UK
p,
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
REGISTRATION SEALS
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DESCRIPTION
S/18106
REVISIONS PER TOWN OF LELAND ZONING
9/14/06
REVISIONS GRADES PER NEW PAD ELEV.
PROJECT NO: 06028
CAD DWG FILE: ArbysLELANDmaster.dwg
DRAWN BY: AMS
CHICO BY:
MSN
COPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and is not to be used on
any other project. It is to bexatumed upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
GRADING &
DRAINAGE PLAN
C5
SHEET
DATE: APRIL 19, 2006
IATED:
INITIALED

***CAUTION***
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SEE M.E.P. DRAWINGS FOR EXACT SIZE, LOCATION,
AND CALCULATIONS FOR GREASE TRAP
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COMPACTION EQUIPMENT TO BE USED ON ALL
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Consulting Services
CA # C200610000192
UK
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665 HWY 74S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
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5118106
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: Arbysl-7 Dmaster.dwg
DRAWN BY:
AMS
CHK'D BY:
MSN
COPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and Is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
UTILITY PLAN
C6
SHEET
DATE: APRIL 19, 2006
i
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INITIALED

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3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
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A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'$,CONVENfffNCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN WTMESIf'OLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY,THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
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COMMON NAMfY SIZE
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PLANTING NOTES:
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RED MAPLE 2'CAL. (I O'hci.3ht)
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CAMELLIA 3-GALLON (I 5"he,ght)
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NIIATEFfAi. AN01OR 51AN0 INTO FOiL An 4E005151111<Y
WMIIN 24
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ALL PROPOSED TPEE5 ARE TO HAVE RED CEDAR MULCH APPLIED
5ENEATH ITS CANOPY FOR LIMITS OF THE CANOPY UNLESS OTHEP
SPOUND COVER HAS BEEN INDICATED PER THE PLAN
LANDSCAPE REQUIREMENTS
CANOPY TREES, ONE PER 15 SPACES
43 SPACES PROVIDED/ 15
3 TREES REQUIRED
3 TREES PROVIDED
UNDER5TCPY TREES, ONE PER 10 SPACES
43 SPACES PROVIDED / 10
5 TREES REQUIRED
5 TPEE5 PROVIDED
SHRUBS, ONE PER FOUR SPACES
43 SPACES PROVIDED/ 4
I I SHRUBS REQUIRED
52 SHRUBS PROVIDED
I. LAYOUT PERIMETER PLANTING
SPACED PER PLAN REMOVE TOP 113
2. FILL IN BED WITH WITH PLAN OF BURLAP
STAGGERED SPACED PLANTS MULCH M1 3" OF
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PLANTING MIX
5dP\UL3 * GROUNDCOVER PLTG. SHADE TREE PLANTING DTL.
DTL. (N. T. 5.) (N. T.5.)
SCALE: 1"=20'
40' 20' 0. 20' 40'
Omni
Consulting Services
CA # C200610000192
W
5, UMM.
PC,
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: mnewman@omnioons.00m
REGISTRATION SEALS
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MARC S. NEWMAN P.E.#031747
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DESCRIPTION
5/18/06
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: ArbysLEL4.NDmaster.dwg
DRAWN BY: AMS
CHICO BY:
MSN
COPYRIGHT: This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and Is not to be used on
any other project. It Is to be returned upon request.
DISCLAIMERScales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged
the ratio of overall sheet dimensions of the print
by
to
corresponding dimensions of the original drawing.
SHEET TIME
LANDSCAPE PLAN
C7
L SHEET
DATE: APRIL 19,2006

A
EROSION CONTROL NOTES
1. SILT FENCE MUST MEET THE REQUIREMENTS AS INDICATED IN THE STATE EROSION AND
SEDIMENT CONTROL DESIGN MANUAL
2. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED WHERE
DETERMINED NECESSARY BY ACTUAL SITE CONDITION.
3. PROVISIONS TO PREVENT EROSION OF SOIL FROM SITE SHALL BE, AS MINIMUM,
IN CONFORMANCE WITH THE REQUIREMENTS OF THE FLORIDA EROSION AND SEDIMENT
CONTROL INSPECTOR'S MANUAL
4. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE
SHALL BE CONSTRUCTED AT EACH IF ENTRY TO OR EXIT FROM THE SITE.
5. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND
REPAIR AND/OR CLEAN -OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL
MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OF SITE
ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.
6. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY THE LIMITS OF LAND
DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH
STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT
OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR OUTSIDE THE
APPROVED LIMITS INDICATED ON THE APPROVED PLANS.
7. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS,
ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT
DEVICES SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
8. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE
SUBJECT PROPERTY DURING THE ENTIRE CONSTRUCTION PERIOD.
9. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES
WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.
10. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF
EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS
AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL UPSTREAM
GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED
WITH PERMANENT VEGETATION AND ALL ROADSIDRIVEWAYS HAVE BEEN PAVED.
11. EROSION CONTROL DEVICES SHALL BE INSTALLED CONGRUENT WITH
GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION
CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE
APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE
DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL
DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION.
ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION
SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY.
12. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING
CLEARING. NO GRADING SHALL BE DONE UNTIL SILT BARRIER INSTALLATION
AND DETENTION FACILITIES ARE CONSTRUCTED.
13. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN
OUT ALL SEDIMENT PONDS WHEN REQUIRED BY LANDSCAPE ARCHITECT OR
LOCAL INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL
MEASURES AT THE END OF EACH WORKING DAY TO ENDURE MEASURES ARE
FUNCTIONING PROPERLY.
14. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN THE SILT IS
WITHIN 12' OF THE TOP OF THE SILT FENCE UTILIZED FOR EROSION CONTROL.
IN THE DETENTION POND, SILT SHALL BE REMOVED WHEN A DEPTH OF 18" HAS
ACCUMULATED AT THE WEIR.
15. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES
WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON JOB SITE UNTIL SUCH
MEASURES ARE CORRECTED.
16. ALL CONSTRUCTION SHALL CONFORM TO TOWN OF LELAND AND
STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
17. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE
PRESENT ON THE SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN
PROGRESS.
18. ALL UTILITY EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO
PERMANENT CONTROL EROSION STANDARDS.
19. ALL OPEN SWALES MUST BE SODDED, AND RIP -RAP MUST BE PLACED AS
REQUIRED TO CONTROL EROSION, A MINIMUM OF 4.5 SQUARE YARDS OF 50 LB
STONES SHALL BE PLACED AT ALL DOWNSTREAM HEAD -PLACED IMMEDIATELY
UPON THE INSTALLATION OF PIPES AND DRAINAGE DITCHES.
20. SILT BARRIERS TO BE PLACE AT DOWNSTREAM OF ALL CUT AND FILL SLOPES.
21. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAT 7 DAYS
SHALL BE STABILIZED WITH TEMPORARY SEEDING.
22. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY BUILDING OR
OTHER EXCAVATION SPOILED DIRT, CONSTRUCTION TRASH OR DEBRIS,
ETC. FROM THE DRAINAGE AREAS SHOWN HEREON IN AN EXPEDITIOUS
MANNER AS CONSTRUCTION PROGRESSES.
SILT
0
STORAGE AREA
CATCH I
GROUND
SOIL STABILIZATION FABRIC
UNDER STONE
PUBLIC STREET
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NOTES: 11
I . A STABILIZED ENTRANCE PAD OF WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANTAND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, ORTRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11 B.
6. SOIL STABILIZATION FABRIC (AS SPECIFIED BY THE DESIGNER) SHALL BE USED.
7. NCDOT MAY REQUIRE STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON ATHOROUGHFARE.
I 1
PLAN V? VY
12"
STABILIZED CONSTRUCTION ENTRANCE
i',ENE_E'AI DOTE...
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 1r2 THE DESIGN DEPTH OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPAIRS
MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
A 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH STD. NO.30.06
W < Mr
WOVEN FILTER FABI
1.
2.
3.
4.
5.
6.
7.
SEEDBED PREPARATION NOTES:
1. Surface water control measures to be installed according to plan.
2. Areas to be seeded shall be ripped and spread with available topsoil 3" deep. Total seedbed prepared
depth shall be 4" to 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 finished grades
shown, shall be reasonably smooth and uniform.
4. If no soil test is taken, fertilizer and lime is to be applied according to seeding specifications. In addition,
provide 15-Ibs/100-sf of superphosphate.
5. If soil test is taken, apply lime and fertilizer according to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with the soil during seedbed preparation.
SEEDING SPECIFICATIONS:
1. Apply agricultural lime at the rate of 90-Ibs/1000-sf.
2. Apply 10-10-10 commercial fertilizer at the rate of 20-Ibs/1000-sf.
3. Seed in accordance with the following schedule and application rates.
SLOPES 3 TO I OR FLATTER:
DATE TYPE PLANTING RATE
Aug.15-nov. I
tall fescue
150-Ibs/acre or 3.5-Ibs/I 000-sf
Nov. I -mar. I •
tall fescue and
150-Ibs/acre or 3.5-Ibs/1000-sf
abruzzi rye
25-Ibs/acre or 1/2-Ib/1000-sf
Mar. I-apr.15
tall fescue
150-Ibs/acre or 3.5-Ibs/ 1000-sf
Apr. 15-jul.30
hulled common
30-Ibs/acre or I-Ib/1000-sf
Bermuda grass
Jul. 15-aug. 15 tall fescue and 150-Ibs/acre or 3.5-Ibs/1000-sf
browntop millet or 35-Ibs/acre or 7/8-Ibs/1000-sf
sorghum sudan hybrids 30-Ibs/acre or I-Ib/1000-sf
4. Mulch with straw at the rate of 75 to 100-Ibs/1000-sf.
. heavily mulched during January -March period
Slopes greater than 3 to I:
date type planting rate
Mar.I -Jun.I servicealespedeza 50-Ibs/acre or 1.5-Ibs/1000-sf
(scared) and add
Mar. I -apr. I tall fescue or 150-Ibs/acre or 3.5-Ibs/I 000-sf
Mar. I -jun. I weeping lovegrass 5-Ibs/acre or 1/8-lb/ 1000-sf
Jun. I -sept. I" tall fescue and 150-Ibs/acre or 3.5-Ibs/1000-sf
brown top millet or 35-Ibs/acre or 7/8-Ibs/1000-sf
sorghum sudan hybrids 30-Ibs/acre or I -lb/I 000-sf
Sept. I -mar. I servicea lespedeza 70-Ibs/acre or 13/4-Ibs/1000-sf
(un hu I led-unscarified)
tall fescue 150-Ibs/acre or 3.5-Ibs/1000-sf
millet or sudan 20-Ibs/acre or 5-Ibs/1000-sf
4. Mulch with 3" straw applied at the rate of 50 to 90-Ibs/ 1000-sf and anchor
with asphalt emulsion tack coat applied at the rate of 14 to 28-gal/I 000-sf
or 800 to 1200-gal/acre within two days of spreading.
Temporary -reseed September I at recommended rates
Additional erosion control measures may be required depending on field conditions.
***CAUTION***
11 3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
BEFORE YOU DIG I
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
VARIABLE AS DIRECTED BY THE ENGINEER
IS MAX.)
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12'STAY SPACING.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
STEEL POSTS SHALL BE T-O' IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4
INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES i-11T LONG.
WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
IS USED ADJACENT TO A CHANNEL, CREEK OR POND.
TURN SILT FENCE UP SLOPE AT ENDS.
FABRIC USED WITH WIRE MESH MAY USE V CENTERED POSTS.
IS: FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE PRIOR TO THE
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED
STEEL OR WOOD POST
FILTER FABRIC
SKIRT 6" MINIMUM
IN LIEU OF BURYING SKIRT, 6" OF
#5 WASHED STONE MAY BE USED
OVERTURNDOWN.
STEEL OR WOOD POST
FILTER FABRIC
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SKIRT 6" MINIMUM
Omni
Consulting Services
CA # C200610000192
U
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
REGISTRATION SEALS
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MARCS.NEWMAN P.E.#031747
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MARK
DATE
DESCRIPTION
5118/06
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: Arby`sLELANDmesW.dwg
DRAWN BY:
AMS
HWD BY:
MSN
COPYRIGHT:
This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
EROSION CONTROL
DETAILS
C8
SHEET
DATE: APRIL 19, 2006
OF
DATED:
INITIALED

C-
10'-0" ii1+T 1/2W1+T 4.d.
- - -� - T _ I _-. T NOTE FOR ALL CATCH BASINS:
A THICKNESS OF BRICK WALL
DEPTH MIN. THICKNESS
C.D. LIFE �CONSTR. JT. (T)
- - � 0 TO 10'---8"
t- J / BRICK\ 10' TO 20' --12'
20 TO 30' --16
LONG END BRICK
\PIPE
\ ` '
�\ ! 12" EXPANSIO JOINT MATERIAL SHALL BE PLACED
3 AROUNDTHE To
BASIN WHERE SIDEWALK OR
8' DIA. NC. \ I MEDIAN PAVEM NIT IS PLACED ADJACENT TO THE
j > P CATCH BASIN.
�`� - BEGIN CONC.
BRIC Cc
erg•
10'-0"
qiF
12" EXP. JT. w _-[SLOPE
CONST. JT. 4 -12' BARS 4PAYLINE FOR O �i 4' LONG (T�E)SLOPEBASIN of ry BEGTO BASIN
T, MAINTAIN NORMAL GRADE
A
PLAN FOR CATCH BASIN WITH CONCRETE CURB AND GUTTER
NOTE: TOP SLAB MAY BE
CAST IN PLACE OR PRECAST.
IF SLAB IS CAST IN RACE,
BUILDERS PAPER IS TO BE
4'4' 4'1" 4'-4' 1 1U'-(I — PLACED BETWEEN THE CATCH
{ BASIN AND THE SLAB. \
EDGE TO BE RUBBED 6' 1/2' EXP. !T. BATTER SAME 2FT. MIN.AS CURB
i 6"OR8- 11/rCHAMFER
CURB � ZV 4 1/2"
c I-gLOPE { �� -} !I
FT. - 1
-_ BEGS CR. C. & G. 8 EXP. JT. 3'-0' MIN 8' DIA CONC. PEDESTAL / r 8
) SECTION 1-1 512'OPNG. FOR6"CURB-._
NOTE: NORMAL SLOPE OF CONCRETE APRON TO BE INCREASED UP TO 8"WHERE SECTION F-F
'H' PERMrTS AND LONGITUDINAL PIPE IS LOWERED FOR OTHER REASONS.
BATTER SAME l 2F7, MIN. 512" OPNG. FOR 6' CURB
-�=- ASCURB 712' OPNG. FOR S' CURB
a12• �' �
/\ 1" MIN. MORTAR PED, NORMAL SLOPE 1/4 IN 1' /Y 1' R
7/ �.. _� 14 1/2" CONST. JT.
BRICK J- 8'CONC. %T
1
E
0 40
MI 12"N.
L B'
/ C.D. PIPE REMOVE I OR 2 BRIC LONG. H
PIPE j V KS
FOR TEMP. WEEP HOLE -
� aRlc 8/4• T � 3l4• +I
LONG C.D o �r
V� PIPE h� PIPE _
-- W1 �- / - ' -VAR. 314
DETAIL OF LADDER BARS. +� 2"--
T T I
SECTION
T T-0" MIN T In
DETAIL OF TOP REINFORCED CONCRETE ARRANGEMENTLADDBOF
SLAB CATCH BASIN FOR 12" THRU 24" PIPE SEC�"ION A -A ADDER BARS
4'-4- 4'-4" 4'-4" NOTE: MINIMUM OF 3 V4" DIA STEEL
W 1 +2T LADDER BARS ARE REQUIRED IN ALL CATCH
1 1/r CLTYP BASINS WHERE H IS GREATER THAN 4'.W.
M5 DIA DIAG. BARS NUMBER AND LOCATION OF LADDER BARS IN
4PACE
CATCH BASIN TO BE AS DIRECTED BY
THE ENGINEER
PLAN OFBOTTOM OFSLAeRE �6 CATCH BASIN (DOUBLE WING)
INFORCING SCALE: NONE CGP41B
NOTE: IN AR SPACED O.C. E OTEIOOR^PLAN OFR INF �8• D.O.T. STANDARDN1034E
L BARS N PLLAN VIEW TN L1112- E CONC. TOLC OF REINF.
STEEL IN TOP PORTION OF SLAB ��//
SEE PART PLAN OF CATCH BASIN FOR 30W-W PIPE. NOTE; BOX SHALL, BE
BRICK OR PRECAST CONCRETE
IN ACCORDANCE WITH ASTM C478.
12-
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CON CONCRETE
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IN sI
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SUBGRADE COMPACTED TO
98% STANDARD PROCTOR
STANDARD
2" TYPE E OR F ASPHALT TOPPING
220 LBS/SQ. YD.
0.20 GAL. PRIMER/SQ. YD.
6" GRADED AGGREGATE BASE
100% MAX. DRY DENSITY
SUBGRADE - 98% MAX. DRY DENSITY, UPPER 12"
SUBGRADE - 95% MAX. DRY DENSITY, LOWER 12"
COMPACT UPPER 2 FEET OF SUBGRADES CONSISTING OF
APPROVED FILL IN 6" COMPACTED LIFTS.
TYPICAL PAVEMENT SECTION
N.T.S.
RECESSED BRASS CLEANOUT PLUG
FLUSH W/GRADE
_ 18"x18"x6" THICK CONCRETE PAD
3000 PSI
PVC 1/8 BEND
r— SERVICE PIPE
4" PVC PIPE ---'
PLUG
TO SAN. SEWER
MAIN
WYE
CLEANOUT TO GRADE DETAIL
N.T.S.
TOOLEDGESYa"
EXISTING
CONCRETE
RECTN1auVawwnrro sa,.ne"w.n"c
STANDARD PRECAST FLAT TOPS
"
r.f c..afFac a�f�
f4=:ia=4fi y__
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NONN Cfi/•TE MOfPAME
OMPACIEDEMIN OR G2USHED ATONE / I
I I
DROP INLET B JUNCTION BOX DEP HS AVAILABLE IN W INCREMENTS
PRECAST DROP INLET & JUNCTION BOX DETAIL
BUILDING
2'-0"
GUARD POST
Q
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PLAN
8" SCH.40 STEEL
PIPE FILLED
W/CONCRETE
PAINT YELLOW
v
PAVEMENT
V-6"
LVARIES
(SEE PLANS)
GRANULAR
BASE
M
F=3 I
CONCRETE
SECTION
GUARD POST DETAIL
N.T.S.
411
PREMOLDED JOINT FILLER
CONSTRUCTION AND EXPANSION JOINT DETAIL
N.T.S.
4— GRADE AS INDICATED
I
'l\
3000 PSI `SUBGRADE WITH A FLA
PORTLAND CONCRETE BEARING VALUE OF 75 PSI.
SIDEWALK DETAIL
N.T.S.
15MAX
CONTROL JOINT (TYP.)
(SEE PLANS FOR EXACT LOCATION & SPACING)
8"
SAWED CONTROL JOINT (1/4 SLAB THICKNESS)
OR CONSTRUCTION JOINT (TYP.)
COMPACTED SUBGRADE (SEE SPECS.)
4000 PSI CONCRETE
W/ FIBERMESH TRASH DUMPSTER
CONCRETE PAVEMENT DETAIL
N.T.S.
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'e1.5oMAX,
18" MIN.
GUTTER OPTIONAL
ISOMETRIC VIEW
0.06' I +0.56'
SIDEWALK
w _ SLOPE
OO 12 TO
N LO i 0.00' I IM I I I + 0.50'
CONST. JOINT
MIN.
PLAN VIEW
CONST. JOINT
RAMP/SIDEWALK COMBO DETAIL @ BUILDING
N.T.S.
COMPACTED
STRUCTURAL
BACKFILL TO
98% STD PROCTOI
SELECT CLAY
BACKFILL
�M •., i
ANY . � / i�/
HAND PLACED OD/4
�1 .�_•�.� .• �.
COMPACTED TO 98%
COMPACTED STONE #6
TO • PROCTOR
SANITARY SEWER
CLASS "C" BEDDING
(GRANULAR SUBGRADE)
N.T.S.
"HANDICAPPED PARKING PLACE' MEANS ANY PUBLIC OR PRIVATE PROPERTY
WHICH HAS BEEN DESIGNATED AS RESERVED FOR THE USE OF HANDICAPPED PERSONS
AS FOLLOWS
:
(A) BY A BLUE METAL REFLECTIVE SIGN WHICH IS AT LEAST 12 INCHES IN
WIDTH AND 18 INCHES IN LENGTH AND IS ERECTED AT SUCH HEIGHT OR IN SUCH A
MANNER THAT IT WILL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE AND
BEARING THE FOLLOWING WORDS, 'PERMIT PARKING ONLY", 70WAWAY ZONE",
AND "MAXIMUM FINE i500.00•. THE WARNING REQUIRED IN THIS SUBPARAGRAPH
SHALL BE PRINTED IN WHITE LETTERS NOT LESS THAN ONE INCH IN HEIGHT ON THREE
SEPARATE LINES AND CENTERED ON THE SIGN. THE SIGN SHALL ALSO BEAR THE
INTERNATIONAL SYMBOL FOR ACCESSIBILITY CENTERED BETWEEN THE SECOND AND
THIRD WARNINGS. THE SIGN REQUIRED BY THIS SUBPARAGRAPH SHALL BE THE
OFFICIAL AUTHORIZED SIGN FOR HANDICAPPED PARKING PLACE DESIGNATION IN
THIS STATE.
(B) WHERE THE PARKING PLACE IS DESIGNATED BEFORE JANUARY 1, 198B, BY
A SIGN OR SIGNS BEARING THE WORDS TOW -AWAY ZONE' AND "HANDICAPPED
PARKING ONLY" OR THE WORDS `TOW -AWAY ZONE' AND THE UNIVERSAL SYMBOL
OF ACCESSIBILITY, THAT DESIGNATION SHALL BE DEEMED TO MEET THE REQUIREMENTS
OF SUBPARAGRAPH (A) OF THIS PARAGRAPH UNTIL SUCH TIMES AS THE SIGN OR SIGNS
ARE REPLACED FOR OTHER REASONS, AT WHICH TIME ANY NEW SIGN ERECTED SHALL
COMPLY FULLY WITH THE REQUIREMENTS OF SUBPARAGRAPH (A) OF THIS PARAGRAPH,
OR
(C) WHERE THE PARKING PLACE IS ON PRIVATE PROPERTY, IS CONSTRUCTED
SOLELY OF CONCRETE, WAS USED BY THE PUBLIC OR FINISHED PRIOR TO JANUARY 1,
1987. AND WHICH IS DESIGNATED BY HAVING IMPRINTED AND MAINTAINED, IN REFLECTIVE
PAINT UPON WHICH PLACE THE WORDS TOWAWAY ZONE' AND 'HANDICAPPED
PARKING ONLY" OR THE WORDS'TOW-AWAY ZONE' AND THE UNIVERSAL SYMBOL OF
ACCESSIBILITY, THAT DESIGNATION SHALL BE DEEMED TO MEET THE REQUIREMENTS OF
SUBPARAGRAPH (A) OF THIS PARAGRAPH UNTIL SUCH TIME AS THAT CONCRETE LOT IS
RENOVATED. REPAIRED, OR REMODELED. AT WHICH TIME A SIGN SHALL BE ERECTED
WHICH SHALL COMPLY WITH THE REQUIREMENTS OF SUBPARAGRAPH (A) OF THIS
PARAGRAPH.
PERMIT PARKING ONLY
TOW -AWAY ZONE
LETTERING Z
1' HIGH MIN.
m REFLECTIVE
BLUE
BACKGROUND
MAXIMUM FINE $500.00
12' MIN. _ I
NOTE: SIGN TO BE MOUNTED 6' FROM GRADE TO BOTTOM OF SIGN
LETTERING AND SYMBOL IN WHITE
N.T.S.
HANDICAP SIGN DETAIL
HANDICAPSIGN \
FACE OF CURB
NOTE:
IF CURB AND GUTTER IS
NOT TO BE USED THEN
PAINT TO EDGE OF
PAVEMENT
2 COATS OF BLUE
TRAFFIC PAINT
bo
4" WIDE PAINTED
LINES (TYP.)
STRIPING NOTES:
STRIPES SHALL BE 4" WIDE,
HORIZONTAL, AND SPACED
AND
aANGLEDTAL,
TWO FEET ON CENTER.
5' STANDARD SPACE
8'
W OR 12' VAN ACCESSIBLE SPACE
HANDICAP STRIPING DETAIL
N.T.S.
5l�SPECIFILITIONS
N"rea.L TRARICMMpN0.9 roeEsouO
WHITE RE0.ELTIYE I"AFFIC PAINTAS
PEROMIENSIONS BELOW —
—t I
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5,
VMIES, SEESITEPNN
TYP. PAVEMENT MARKINGS
N.T.S.
S,OP BVt
REFLECTIVE
WHITE BORDER
REFLECTIVE WHITE LETTERS
SINGLE POST WITH
ON BLUE BACKGROUND
DOUBLE SIGN MAY
PERMIT PARKING ONLY
BE USED ON
NOSE/NOSE SPACES.
SE
TOW AWAY WNE
BLUE SYMBOL ON
—REFLECTIVE WHITE BACKGROUND
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N.T.S.
4)2. R
BLUE PAINTED
SYMBOL
(TWO COATS
7 ? 2 TRAFFIC PAINT)
27"
3"
� 10-
0
I
A'W H1°
HANDICAP PAVEMENT MARKING DETAIL
N.T.S.
2%6" STRAND WITH 6
1Y2" CLEAR FROM END 3" OF CURB OR 243 REBAR
%" HOLES FOR 6"
%2" PINS V-6" LONG 2"
HOT ROLLED STEEL
(2 REQD.) 4„
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61
8„ 1 2'-0" 1 8" 1 2'-0-1
QTA AIf1A MM 1AILICc1 G+Tr%M 11rTA 11
N.T.S.
***CAUTION***
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
BEFORE YOU DIG I
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
N.C. ONE CALL CENTER
ITS THE LAW
THE UTILITIES SHOWN ARE SHOWN FOR THE CONTRACTOR'S CONVENIENCE ONLY.
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL UTILITIES
WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES
BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
Omni
Consulting Services
CA # C201(0//610000192
I I
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
small; [e-mail]
REGISTRATION SEALS
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DATE
DESCRIPTION
5/18/06
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
CAD DWG FILE: ArbysLELANDmaster.dwg
DRAWN BY:
AMS
CHWD BY:
MSN
COPYRIGHT: This drawing Is the property of MARC S. NEWMAN
and Is not to be reproduced or copied In whole or in
part. It is only to be used for the project and site
spac�cally identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 Inches.
These scales noted hereon are herebychanged
the ratio of overall sheet dimensions of the print
by
to
corresponding dimensions of the original drawing.
SHEET TITLE
CONSTRUCTION DETAILS
C9
SHEET
DATE: APRIL 19, 2006

OUTDOOR DRIVE-THRU MENU SYSTEM
BASE AND FOUNDATION
MENU BOARD AND SPEAKER LOCATION
82'
SEE DIAGRAM B FOR DIMENSIONS
jol
FOLLOW THIS DIAGRAM IF INSTALLING
ON A CURVED DRIVE
CARE SHOULD BE TAKEN TO ALLOW AMPLE CLEARANCE
BETWEEN THE DRIVE AND THE APPENDAGES
FOLLOW THIS DIAGRAM IF INSTALLING
ON A STRAIGHT DRIVE
FIELD LOCATE
74• WITH DIRECTOR
OF CONSTRUCTION
RECOMMENDED 12' CLEARANCE
BETWEEN LOOP & R-BAR ALL SIDES
MAGNETIC LOOP
8" MIN
CLEARANCE
LEADING EDGE
OF CURB
LOCATE AT EDGE
OF CURB
COMM. SYSTEM
CONDUIT TO
SERVICE WINDOW
4" CONIC. FILLEDAu
STEEL PE / XACTLOCATION
FMENU BOARDS NTH CONSTRUCTION g0�
FIG. 1 CURVED
DRIVE DETAIL
MENU BOARD PLAN
D-1NOT TO SCALE
180'RAD 2 BASE PLATE DETAIL
DIAGRAM A DIAGRAM B -
\JU-1 SCALE : 1 1/2"=1'-0"
I NOTE: MENU BOARD SUPPLIED BY OWNER, ASSEMBLED AND INSTALLED BY G.C. I
OUTDOOR DRIVE-THRU MENU SYSTEM (B.O.)
BOARD SPECIFICATIONS
OVERALL LIGHT BOX SIZE: 21-1/8' W X 8.50" DEEP X 49-1/4' H
OVERALL SIZE WITH BASE: 18-7/8" W (BASE) X 7" DEEP X 72" H
SHIPPING WEIGHT: 65 LBS. (PREVIEW BOARD)
23 LBS/11 LBS (POLE MOUNT/EASE FOR POLE)
15 LBS (BRACKET MOUNT)
SYSTEM BASICS:
1. THE SYSTEM IS COMPROMISED OF ONE LIGHT BOX WITH THE OPT10N OF MOUNTING IT THREE DIFFERENT WAYS.
IT CAN BE MOUNTED AS A FREESTANDING PREVIEW BOARD WITH OPTIONAL PEDESTAL BASE, AS AN APPENDAGE
PREVIEW BOARD WITH AVAILABLE HARDWARE OR AS A WALL MOUNTED PREVIEW BOARD.
2. EACH SYSTEM IS DESIGNATED FOR EASY TRANSLITE REMOVAL USING TWO SEPARATE DOORS. THE PANEL OPTIONS,
(TWO MINI TRANSPARENCIES OR ONE LARGE TRANSPARENCY PANEL) LIFT AND DROP INTO THE CABINET WITH EASE.
3. TRANSLITE SIZES: FULL TRANSLITE IS 15.75" W X 21.81' H
MINI TRANSLITE IS 15.50" W X 10.50" H
ELECTRICAL INFORMATION:
THE SYSTEM IS POWERED BY 110 VOLTS, 60 HERTZ ON A BASIC 15-AMP CIRCUIT.
BALLAST REPLACEMENT: (1) POWER LIGHTING #8G390OW RAPID START BOOMA 1.6 AMPS
LAMP REPLACEMENT: (2) F42T12/D/HO/42- 55 WATT FLOURESCENT
BASIC CONSTRUCTION:
LIGHT BOX: ROTO MOLDED POLYETHYLENE ENCLOSURE
DOOR: FORMED SHEET METAL POWDER PAINTED, HINGED DOWN ENTIRE LENGTH. WINDOWS ARE NON -GLARE
ACRYLIC 1/8' THICK WITH ALLEN WRENCH MOUNTED SCREWS
MENU PANEL, FABRICATED HEAT AND LIGHT RESISTANT ACRYLIC PLASTIC
BASE: ROTO-MOLDED POLYETHYLENE BASE
SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS (BY HOWARD COMPANY, INC.)
PREVIEW BOARD LEG WITHOUT SHROUD
5' X 7 1/2" BASE PLA
5/8" HEX NUT
LOCK WASHER
FLAT WASHER
CONDUIT
5/8' DIA X 22
ANCHOR BOLTS
AND LEVELING
NUTS
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PULL AT LEAST 36" OF WIRE BEYOND GRADE
POWER LEADS
INSTALL ELECTRICAL CONDUIT STUB 6' ABOVE GRADE
THROUGH 1 1/2' DIA. HOLE ON TEMPLATE. WIRES RUN
UP THROUGH TOP OF POLE.
GRADE LINE '\
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CONCRETE CASSION MUST
CONFORM TO LOCAL CODES
3 DETAIL
SD-1 SCALE : 1 1/2"=1'-0"
Omni
Consulting Services
CA # C200610000192
p
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
REGISTRATION SEALS
�N1CARO1 ///
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MARC S. NEWMAN 1747
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DATE
DESCRIPTION
5/18106
REVISIONS PER TOWN OF LELAND ZONING
ROJECT NO: 06028
AD DWG FILE: Arby'sLELANDmaster.dwg
RAWN BY:
AMS
HK'D BY:
MSN
OPYRIGHT:
This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically Identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
ARBY'S STANDARD
DETAILS
C 1 O
SHEET
DATE: APRIL 19, 2006
DATED:
INITIALED

2x2x 1/4" ANGLE FRAME
AND DIAGONAL BRACES,
GRIND WELDS AND
CORNERS SMOOTH,
PRIME W/ EXTERIOR
METAL PRIMER, FINISH V
EXTERIOR SEMI -GLOSS
ALKYD ENAMEL.
COLOR: SIERRA TAN—
ALEMITE 1610-BL
HYDRAULIC GREI
FITTING (TYP 6 PL
TRASH ENCLOSURE
G.C. TO PROVIDE
8" BOLT & EYE
LATCH, TYP.
METAL COLLAR TYP.
WELD TO POST —
SD4
8"x16" BLOCK W/FIELD
BRICK VENEER TO
MATCH EXISTING-
1 "X6" BOARDS
(STAINED & BOLTED
TO FRAME)
6"0 STANDARD WEIGHT
GALV. SCH 40 PIPE,
CONCRETE FILLED
PRIME W/EXTERIOR GAL
METAL PRIMER, FINISH I
EXTERIOR SEMI -GLOSS
ALKYD ENAMEL.
COLOR: SIERRA TAN —
SLOPE TOP OF
CONCRETE @ POST
FOR DRAINAGE (TYE
CANE BOLTS
SEE DTL. 6 -
DRILLED
72 TRASH ENCLOSURE GATE AND MOUNTING DETAILS
,
4" BRICK VENEER, 4
1'
FIELD BRICK, SD4 CHAMFER, TYPICAL
TO MATCH EXIST. BLD Q CORNERS
001 I H
11
4" BRICK VENEER,
FIELD BRICK, TO
0'
MATCH EXIST. BLDG-
3/4" INSULATED MIXED401 WATE
LINE W/ JOSAM LEVER TYPE
FREEZEPROOF HOSE BIBB 0' 0'
8" SMOOTH FACE BLOCK
SLOPE 1/4" PER FOOT _
REINFORCE WITH #5's
@ EACH CORNER, END
UNLESS SLAB IS TIED TO SEWER =
& @ 48" O.C. BETWEEN
v
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FILL BLOCK CELLS W/
SD4 y 1
GROUT. LAP BARS 24"—
WALL PACK LIGHT\ 314" HOLES DRILLED INT 0
&&-W A.F.F. CONCRETE FOR CANE
DRAIN ® 2ISD4---\
b
FINISHED GRADE
OR PAVEMENT AS
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APPLICABLE
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6" DIA. GUARD POST (TYP) z3: If 3 U O
0' 3 LOCATIONS SEE DETAIL 0' 0' F" OU) O d W
OOJ mLL
OQVtr
74'$ 35$
TRASH ENCLOSURE PLAN
METAL COLLAR TO FIT
OVER 6'0 POST GREASE
AREA BETWEEN POST
AND HINGE
WELD TO FRAME
1"x6" BOARDS
(STAINED & BOLTED
TO FRAME)
ALEMITE 1610-BL
HYDRAULIC GREASE
FITTING, DRILL &
TAP HOLE (TYP. 6
PLACES)
WELD BOTTOM COLLAR TO
POST, BOLT TOP COLLAR
TO GUARD POST
HINGE DETAILS
BOLT DETAILS
: T .'
T/MASONRY OL
EL. 6'-4"
T/MASONRY OL
EL. 6'-0"
DUROWALL REINFORCED @ 16"
1/2" CAREY FELT EXPANSION
JOINT W/ URETHANE SEALANT
6" CONCRETE SLAB
T/ SLAB Adk
EL. V-0" Kr
12' CMU, GROUT
MASONRY SOLID
BELOW GRADE (TYP.)
I i I v vn I B/ FOOTING
EL. -4'-4"
`. TYPICAL WALL SECTION
Omni
Consulting Services
CA # C2WS10000192
p
665 HWY 74 S
SUITE 125
PEACHTREE CITY, GA 30269
PHONE: [phone]
FAX: [phone]
email: [e-mail]
REGISTRATION SEALS
HI CAROB//
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MARC S. NEWMAN P.E.#031747
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DESCRIPTION
5/18M
REVISIONS PER TOWN OF LELAND ZONING
ROJECT NO:
06028
AD DWG FILE: ArMjsLELANOmester.dwg
RAWN BY:
AMS
HK'D BY:
MSN
OPYRIGHT:
This drawing is the property of MARC S. NEWMAN
and Is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
sped8cally idendW herein and Is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 inches.
These scales noted hereon are herebychangad
the ratio of overall sheet dimensions of the print
by
to
corresponding dimensions of the original drawing.
SHEET TITLE
ARBY'S STANDARD
DETAILS
C 11
SHEET
DATE: APRIL 19, 2006

N54°55'43"E
225.22' I PO 1 /2"RB.
—
M
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Pole Base Orientation
CURB LINE
4LUMI 5
POLE 845E
Skew Pole Base 45 deg for Type'A'
Mounting Height Detail
Elevation
(n.t.s.)
-Proposed poles meet 120 MPH sustained winds
with fixture type and configuration specified here
- Pole Base Design by Others
Luminaire Schedule
Project: Ruud LiRinting Projea
Symbol
Label
Devi 'on
Lumens
LLF
Watts
I Additional E ui mentAnfonnation
7
1
A
2 x AC8499-M I OOOw MH
1 99000
0.650
1 1080
1 PS452553BZ (25) Pole, PM-2/22-12 Fixture Arens
Fixture Mounting Height: 27.5afg
Footcandles shown at grade using mean lumens
Numeric Summary
Proect: Ruud Lighting Project
Label
A
Max
Min
Avg/Min
MaxMlin
CalcPts
12.45
1 13.63
Website:
,° r
USA Phone: [phone]
www.ruudlighting.com
USA Fax: [phone]
Email:
CAN Phone: [phone]
[e-mail]
L d ): Ji
CAN Fax: [phone]
Illumination results shown on this lighting design are based on project parameters
provided to Ruud Lighting used in conjunction with luminaire test procedures
conducted under laboratory conditions. Actual project conditions differing from
these design parameters may affect field results. The customer is responsible
for verifying compliance with any applicable electrical, lighting, or energy code.
SCALE: 1"=20'
Omni
Consulting Services
CA # C200610000192
665 HWY 74 S
SUITE 125
PEACHTREE CRY, GA 30269
PHONE: [phone]
FAX: [phone]
small: [e-mail]
REGISTRATION SEALS
MARC S. NEWMAN P.E.#031747
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MARK
DATE
DESCRIPTION
5/18/06
REVISIONS PER TOWN OF LELAND ZONING
PROJECT NO: 06028
AD DWG FILE: ArbySLELANDmaster.dwg
DRAWN BY:
AMS
HK'D BY:
MSN
COPYRIGHT:
This drawing is the property of MARC S. NEWMAN
and is not to be reproduced or copied in whole or in
part. It is only to be used for the project and site
specifically identified herein and is not to be used on
any other project. It is to be returned upon request.
DISCLAIMER: Scales as stated hereon are valid on the original
drawing, the dimensions of which are 24 x 36 Inches.
These scales noted hereon are herebychanged by
the ratio of overall sheet dimensions of the print to
corresponding dimensions of the original drawing.
SHEET TITLE
SITE LIGHTING PLAN
C 1 2
SHEET
DATE APRIL19,2006

350' FULL RIGHT TURN
B
10
TBM
O
FIRE HYDRANT DETAIL
KTS
C
D
1
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I
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65'
NOTE:
EX FIRE HYDRANT AND
TELEPHONE PED. ARE
TO REMAIN IN PLACE
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XXX ARD GUTTER NEW R/O
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ALL HIGHWAY IMPROVEMENTS ARE
PENDING DIRECTION FROM THE NCDOT.
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NOTE:
BUILDING HEIGHT WILL BE A MAXIMUM OF 35'-0".
... CAUTION ••.
THE UNDERGROUND U71UTIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
11
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR OOMMUN11Y AND JOB SAFETY.
EBIA
ADA ■�jl
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SITE PLAN N0`7ES
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN, OF LELAND• NC
REGULATIONS AND CODES AND O.SH.A STANDARDS.
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL P�:NE'FOR EXACT
LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING.
SIDEWALKS, EXIT PORCHES. TRUCK DOCKS. PRECISE BLI.DING
DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE '--;ATONS
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,
SEED. MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS
ESTABLISHED.
4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE
ISLANDS ARE TO HAVE 18" CURB a GUTTER. ALL REMAINING
ISLANDS ARE TO BE STRIPED AS SHOWN.
5. ALL CURBED RADII ARE TO BE 10- UNLESS OTHERWISE NOTED.
STRIPED RADII ARE TO BE 5%
6. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
7. CONTRACTOR TO COORDINATE CONCRETE TRANSFORMER PAD DETAILS
WITH LOCAL POWER COMPANY.
& EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL
BE INCLUDED IN BASE BID.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,
INCLUDING BUT NOT LIMITED TO. ALL UTILITIES, STORM DRAINAGE,
SIGNS, TRAFFIC SIGNALS a POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH, ALL COST
SHALL BE INCLUDED IN BASE BID.
10. SITE BOUNDARY. TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM
A SURVEY BY FREELAND AND ASSOCIATES
11. TOTAL LAND AREA IS 37.29 ACRES.
12. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED
"THE WAL-MART STANDARD SITE WORK SPECIFICATIONS".
13. PYLON SIGNS SHALL BE CONSTRUCTED BY THE DEVELOPER. -
14. REFER TO ARCH. PLANS FOR ALL BUILDING DIMENSIONS
1S REFER TO ARCH. PLANS FOR STE LIGHTING AND ELECTRICAL PLANS.
16. REFER TO ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF:
VESTIBULES; SLOPE PAVING; SIDEWALKS; EXIT PORCHES; TRUCK DOCKS;
PRECISE BUILDING DIMENSIONS; AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS
17. OUTDOOR SALES OF MERCHANDISE AND/OR STORAGE SHALL NOT UTILIZE
PARKING SPACES OR BLOCK SIDEWALKS, PARKING AISLES AND FIRE LANES
I amp
� 4s,
GRADE TO, PONT GRADETO
THIS LINE THIS LINE
3-LANE FULL
TYPICAL SECTION A -A
NEW POINTE BLVD. EXTENSION
MIS.
BLIL RA4 _ I I LJL 26 pU9LIL RW
NEW 10fNEW 10S�NEW 1D1G
t
aLn
MIRE Iv 4 EJDST. 159 EYE
CONTRACTOR TO I I
oorrt DETAIL B
3-LANE FULL
TYPICAL SECTION B-B
NEW POINTE BLVD.
KTB
hti A�s1
NEW NEW 11'PLANIED MLW HEW
td NEW 11' NEW IV 16 AREA I8 NEW 11' NEW 12 1d
+ + I f� &
1HExBr. I, MST.
CONTRACTOR TO
TAPER F TO CURB OVERLAY F
�-- m °a `
U U
D _ °
GRADE TO
E THIS LINE Po DETAIL B DETAIL A
4-LANE FULL W/ PLANTER
TYPICAL SECTION C-C
OCEAN GATE PLAZA
N.T.S.
RAV NE PM'LEE
RIDNTOF WAY(VAR1E5) �I
NEW 1�NEW 12 NEW 1112 NEW 11'
T� q �] T , I Tom.
GRADE TO A coal- GRADE TO A
THIS UNE THIS LINE
3-LANE FULL
TYPICAL SECTION A -A
WEST GATE DRIVE
N.TA.
N 55.5r30- E 249.2W Er s/e" T
RWE1 CA
8
w/ W N 55104'06" E 31:
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
1-1
N 39'00'15" E
23.51'
L92
N 87'13'24" W
35.69'
12
N 63'58'15" W
36.89'
L93
N 67'08'52" W
34.64'
L3
N 30*48'17" W
26.12'
L94
N 41*44'12" W
34.57'
14
N 53'03'10" W
43.57'
L95
N 19'29'33" E
20.38'
L5
N 45*1518" W
22.19'
L96
N 24'31'15" E
_
42.48'
L6
N 13'51'58" W
38.64'
L97
N 39'02'42" E
_
35.66'
L30 I
S 42-14'42" W
30.13'
L98
N 43*09'13" E
31.00'
L31
S 84'31'41" W
25.25'
L99
N 71'36'23" E
25.99'
L32
N 59'07'12" W
17.39'
L100
N 87'22'04" E
30.85'
L33
S 31'46'48" W
21.66'
L101
S 74'57'08" E
27.60'
L34
S 13'01'24" W
27.83'
L102
N 51'43'33" E
L35
S 62'18'21" W
24.15'
L103
N 17'24'23" E
_ ____23.34'
24.00'
L36
S 43'00'45" E
18.89'
L104
N 34'39'16" E
33.01'
L37
S 88'31'38" E
25.48'
L105
N 10'46'26" E' -
23.65
L38
N 45'01'27" E
30.36'
L106
N 15'58'29" W
24.75'
L39
S 38-49.37" W
36.80'
1-107
N 74'06'33" W
32.87'
L40
S 80'44'59" E
20.24'
L108
N 10*58'05" W
31.80'
L41
S 33'58'27" E
26.51'
L109
N 1939'20" E
29.25'
L42
S 48'09'04" E
33.57'
L110
N 31'02'20" W I
23.70'
L43
S 37'39'30' E
24.00'
L111
N 11'31'08" E
_
36.13'
L44
S 12'26'26" E
28.69'
L112
N 16'23'36" E
28.37'
L45
S 89'57'36" E
36.98'
L113
N 34'00'37" W
14.46'
L46
S 21'30'42" E
37.70'
L114
S 38'00'18" W
32.99'
L47
S 29'44'09" E
26.46'
L115
S 5638'41" W
31.43'
L48
S 19'15'13' E
25.78'
L116
S 65'12'23" W
20.84'
L49
S 021505" E
33.28'
L117
N 7913'51" W
32.06'
L50
S 16'23'03" W
47.34'
L118
S 2926'09" W
27.92'
L51
S 79-04'19" W
35.42'
1119
S 61'54'56" W
34.54'
L52
S 20'51'00" W
31.61'
L120
S 53'17'43" W
24.45'
L53
S 39'01'01" E
28.61'
1-121
S 31'09'38" W
48.62'
L54
S 04'02'50" E
38.73'
L122
S 56*59'14- W
29.05'
L55
S 07'59'32" E
35.68'
L123
S 83'04'47" W
34.55'
L56
N 38'25'24" E
34.65'
L124
S 70'26'50" W
38.18'
L57
N 01'55'49" W
26.29'
L125
S 34'25'00" W
32.31'
L58
N 69'10'42" W
25.14'
1126
S 28'27'43" E
_
55.00'
L59
N 80*02'13- W
32.75'
L127
S 79'36'19" W
47.58'
L60
N 60'59'06" W
29.58'
1128
S 26'07'44" W
36.39'
L61
N 86'32'56" W
38.03'
L729
S 36'40'55" W
24.99'
L62
N 38-02'42" W
35.24'
1130
S 55'50'47" W
23.13'
L63
N 13'33'23" E
18.15'
L131
S 35'56'39" W
35.58'
L64
N 47'18'10" E
28.05'
L132
S 66'51'46" W
30.91'
L65
N 42'24'27" E
31.52'
L133
S 82'44'33" W
30.78'
L66
N 02'00'33" W
24,44'
L134
N 35*13'42" W
20.76'
L67
N 58'49'31" E
33.60'
L135
N 33'55'58" W
29.22'
N 05'01'43" E
23.61'
L136
N 13-06'42" W
40.84'
L69
N 25'51'35" W
26.66'
L137
N 29'04'14" W
68.42'
L70
N 01'2V10" E
27.76'
L138
N 20'26'24" W
35.38'
L71
N 08'03'12" W
18.08'
L139
N 14'45'09" E
30.26'
N 10'39'10" E
31.24'
1140
N 33'57'32" E
25.22'
L73
N 21-45'32" E
37.48'
L141
N 53'38'18" W
16.45'
L74
S 60'03'39" W
41.74'
L142
N 10'49'51" W
25.76'
L75
S 23'09'11" W
27.55'
L143
N 83-52'08" W
14.53'
L76
S 13'42'47" W
29.56'
L144
N 78'28'27" E
22.77'
L77
S 08'58'46" E
27.86'
L145
N 7B'11'37" E
21.51'
L78
S 08'07'29" E
36.67'
1146
S 29'04'51" E
_
23.53'
L79
S 33'44'21" W
22.50'
L147
S 63-24'53" W
25.29'
L80
S 18'45'59" W
35.43'
1148
N 80'11'42" W
_
19.46'
L81
S 77'12'21" W
19.23'
L149
N 33'32'42" W
_
23.54'
L82
S 44'24'31" W
29.11'
L152
N 05'55'48" E
87.69'
L83
N 67'38'44" W
30.10'
L153
N 0832'15" W
34.28'
L84
N 34'02'26" W
28.68'
L154
N 22'45'34" W
_
36.22'
L85
N 59'52'58" W
77 00'
L86
N 51*14'44" W
21.15'
L156
N 18'06'53" W
76.30'
L87
N 41'21'52" W
18.42'
L157
N 218'19" W
T
93.99'
L85
N 64'50'14" W
42.98'
L158
N 23-50'34" W
_-
119.04'
L89
N 69'04'26" W
35.32'
L159
N 63'59'34" E
5.33'
L90
S 89'57'52" W
34.43'
L160
N 63'59'34" E
5.33'
L91
S 87'00'09" W
22.47'
L161
1 N 03'57'00" E
_ 34.97'
ZONING INFORMATION:
ZONED C-2
REGIONAL BUSINESS COMMERICIAL
BUSINESS DISTRICT
MINIMUM LOT SIZE: 15,000 SOFT.
SETBACKS:
FRONT - 25'
SIDE - 7.5'
REAR - 20'
MAXIMUM BUILDING HEIGHT - 35' /
FLOOD INFORMATION:
THIS PROPERTY IS LOCATED IN
FLOOD ZONE "C" (AREAS OF
MINIMAL FLOODING) P!.R FLOOD
INSURANCE RATE 1AAP
BRUNSWICK COLRITY
COMMUNITY PANE''. NO.
370295-01300
EFFECTIVE DATE: MAY 15, 1986
oh�Q 5.R 5'R
'-0" STRIPIN
5'R
5'R 2'-0" STRIP[ G `9
� s
ROW SIGNS 5 R O"
36' I
10' 1O'R
DETAIL A TYPICAL/
TYPICAL EN CAP DETA:ETAIJ_
PARKING AND ISLAND DETAILS
N.T.S.
PAVEMENT SCHEDULE
Q - 2• ASPHALT CONCRETE SURFACE COARSE (SF-9.5A SURFACE MD)
0 -1 1I7 OVERLAY ASPHALT CONCRETE SURFACE COARSE. TYPE SF-0.SA
QD - T ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.0 (SECT. 010)
Q - &F GRADED AGGREATE BASE COURSE, NCDOT STD. SECT. 020
Q - EXISTING T-S• CONCRETE CURB AND GUTTER
Q - T-T CONCRETE CURB AND GUTTER
@ - 4• CONCRETE SIDEWALK
Q - EARTH MATERIAL
0 - EXISTING PAVEMENT
DETAIL B
N.T.S.
DETAIL A
N.T.S.
TONNE E
9
1 US HWT'( 17Comm HWY)
SST C4
NIGHTY MAP
KTa
LEGEND
EXISTING
NEW
CONCRETE
CONCRETE CURB
LIGHT DUTY ASPHALT PAVEMENT
O
HEAVY DUTY ASPHALT PAVEMENT
RETAINING WALL
W
-W-
WATER LINE a FIRE LINE
�T
-- 4R-
UNDERGROUND TELEPHONE
E
-E-
POWER
-SS-
S- SANITARY SEWER
-SD-
STORM DRAIN
UG
-0-
GAS UNE
5 S� T3716
5 S o 7� E
w PROPERIY LINE
-X X-
-I-,-
FENCE
1�
® BUILDING
GUARD RAIL
2
ROW SIGN (DOUBLE SUE)
'e,
PEDESTRIAN CROSSING SON (W11-2)
T
STOP SIGN (M-1)
-17-
AD.A.SIGN
GROCERY//MMERCANTNE LACK
ROUTE (R14-1) SIGN NOTED)
DI0
LIGHT
a
MANHOLE
.TOI'MH
?.P.
POWER POLE
FIRE HYDRANT
P
Cd
;,
VALVE
■ YI
®
TYPE A YARD INLET C.B.
■ CBD
TYPE B DROP/GRATE INLET C.B.
■ STORM MH
®
TYPE C STORM DRAM W.
■ CURB INLET
TYPE D CURB INLET CB.
CONCRETE HEADWALL,.
9LT FENCE
EDGE OF CONSTRUCTION LINE
124
EXISTING CONTOUR
--110
FINISHED CONTOUR
+ 103.25
+ 103.25
SPOT ELEVATION
LEGEND FOR
PROPOSED IMPROV�ENTSIMPROV�ENTS
PROPOSED BUILDING
PROPOSED 18" CURB
AND GUTTER
34 SPACES PROPOSED PARKING SPACES
CC CART CORRAL
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT OVERLAY
HEAVY DUTY ASPHALT PAVEMENT
17771
SITE CONCRETE
Q HEAVY DUTY CONCRETE PAVEMENT
BUILDING CONCRETE
NOTE:
REFER TO GEOTECHNICAL REPORT AND SHEET
CV-4 FOR PAVEMENT THICKNESS.
SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE
SYSL/4' - SINGLE YELLOW SOLID LINE / 4" WADE EAGH r
DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WADE EACH
SYSL/10" - SINGLE YELLOW SOLID LINE / 10- WIDE NOI
SWDL/4" - SINGLE WHITE DASHED UNE / 4" WADE
SWSL/24" - SINGLE WHITE SOLD UNE / 24" WADE
Dab.
moon
SITE DATA
Acrea
LARGE RETAIL STORE TRACT 25.86ACC,
SHOPSAREA 5.48AC.
FUTURELEASEAREA 0.74AC.
OUTLOT NO. 1 1.32AC.
OUTLOT NO.2 1.29AC.
OUTLOT NO. 3 1.30ACC,
OUTLOT NO. 4 1.30AC.
TOTAL 37.29AC.
LARGE RETAIL STORE DATA
S/TEAREA 24.80AC
SU/LD/A/GAREA 203,818 S.F.
PARKING Required 1020 SPACES
5.00 SPACES/1000 S.F.
PARKING Provided 1022 SPACES
5.01 SPA CES/1000S.F.
HDCP PARKING Required 42 SPACES
HDCP PARK/NG Provided 36 SPACES
SHOPS DATA
S/TEAREA 5.48AC
BU/LD/NGAREA 47700 S.F.
PARKING Required 239 SPACES
5.00 SPA CES/1000 S.F.
PARKINGProvided 239 SPACES
5.00 SPACES/1000 S.F.
HDCP PARKING Required 9 SPACES
HDCP PARKING Provided 14 SPACES
SITE PLAN
GRAPHIC SCALE
100 200
� I■
( IN FEET )
1 inch = 100 fL
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CHECKED
PROJECT DATE
08/16/04
SCALE
1" ■ 100'
JOB No.
2 4 0 0 7 8
Plot Date
07/10/05
SHEET
cv-1
SHEET 7 OF 20 SHEETS
REVISED: 08/28/05 240078-WMM.dwg

I 1 00 1 2 I 3 I 4 I 5 I 6 c� I 7 I
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CBDI 2X} DATE OF SURVEY 11■.11 % �, , ♦ % ♦
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.- w ■ 9 8+ + +00 - .... 4+ 3+00 '+QO - I - 7 ■ 0+00
CSID V3 IPF IAY K - fa ` - _ 2>a
TOP
1]ES° / �- BENT TOP 24.34 4 2]3
\ LE. 1d/4 1 J,i \ \
FJNO SILTTE ROW B6.]a 11 ( A
\ \ I \ \ \ \ \\ SILT {EIIQ I TINS 5 E ' / T
\ \ \�1�J1
iRA1TOR TO SET AND
TCN BA 5 AND
\ \ \ \ Q 'INCL ILL ASSUN B 2I
/r 1p _' ; RAINN'9LUBW APPE STORY J O I I J r \ \
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\T
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SPOSS 5F (INCWDINO Tlk BUT NOT (AVER) 3p3.B1e
/
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GROCERY F FRONT CANOPY S.F.I:F. TIN wtOUUINCLUDE) IN G SS S AR! PI ITAGQ - 1.140 6-
a ns1Nr clxrnr S(NOT Iz1CL1OED IN was9 sOUAR IOOTAIq _ tJ4e
F.P.E.=26.00
/
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61.A'
56' 71.42' 51m,
.�� 12.92' )
3•�
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=z= � % 1 // DDueIE Row
- �f- - \ T
\ / , (
v
l(t ,
RElOC.L1ED PlI1D N0.
DETENTION POND NO. 2 OUTLETS TO AN j
AN EXISTING DITCH THAT FLOWS TO
JACKEYS CREEK t0.40 MI SOUTH.
/
/+
R
GRASS AREA-
-"� -�
/
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Ss I I I I � II / \ �, I I za / I �Q•
/ Ew2S-Of)
it
g\` .-•tom/ �\
HIGH POINT ELEV = 26.93 LOW POINT ELEV = 25.23 0, HIGH POINT ELEV = 27.36
c HIGH POINT STA = 2+42.18 10 N ^ LOW POINT STA = 5+06.20 � ^ HIGH POINT STA = 8+19.59
N0 OR
Ci PVI STA = 2+29.13 c� `S in PVI STA = 5+06.20 0 ui + N PM STA = 8+19.59 + co
+ C4 PVI ELEV = 27.50 , � a a PVI ELEV = 24.73 to a PM ELEV = 27.86 0)
�;I A.D. _ -2.30 w w A.D. = 2.00 w A.D. _ -2.0() N 0
Cn? K 86.96 W m K= 100.009 j m K= 100.00 > W
m °D 200.001 VC DD 200.00' VC m 200.00' VC W
---
Y--��®__---_�-
_�-
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00
1
E•
55'04'OB' E 311
SOIL EROSION/SEDIMENTATION CONTROL OPERATION 11ME SCHEDULE
NOTE: CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE
CONSTRUCTION SEQUENCE
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
DEC
MOB/DEM/SF/CONST. EXIT
N
ROUGH GRADE/SED TRAPS
dCLEAR/GRUB/PILE
TOPSOIL
BEGIN ROUGH GRADE PAD
EXPAND MAIN SED. POND
FINISH ROUGH GRADE PAD
BEGIN STORM FACILITIES
Li
BUILDING CONSTRUCTION
SITE CONSTRUCTION
a
FINISH STM/GRADING/POND
SITE PAVING
HIGHWAY CONSTRUCTION
LANDSCAPE/FINAL SEEDING
ACFREAGE:
5 u
in
A. FRY
ACRES
IMPERVIOUS AREA
25.50 ACf
SEEDED AREA
12.84 ACf
TOTAL DISTURBED
138.34 ACf
PHASE TWO DISTU111=11I ARA
•.34 ACRES
STORMWATER OUTFLOW
TEMPORARY SEDIMENT POND NO. 1 FLOWS INTO
EXISTING DITCH THAT OUTLETS TO UNNAMED
TRIBUTARY 300 FTt TO JACKEYS CREEK
DEVELOPER/OWNER:
WR OF LELAND LLC
2361 S. CENTENNIAL DR.
AIKEN SC 29803
803-649-1411
SITE OPERATOR/GENERAL CONTRACTOR:
EROSION CONTROL CONSTRUCTION SEQUENCE NARRATIVE
PHASE PHASE TWO
THE GOAL OF PHASE TWO EROSION CONTROL PLAN AFTER
MOBILIZATION, DEMOLITION AND INSTALLATION OF PHASE
ONE CONTROLS IS TO CONSTRUCT THE STORM DRAINAGE
SYSTEM, BUILDING, PAVING, SEEDING, AND FINAL
STABILIZATION. CONTRACTOR SHALL MONITOR, MAINTAIN
AND REPAIR IF NECESSARY ALL EROSION CONTROL
DEVICES.
1, THE PURPOSE OF THIS NARRATIVE IS A DESCRIPTION OF EROSION
CONTROL MEASURES TO BE INSTALLED AND MAINTAINED AT THE SITE
BY THE SITEWORK CONTRACTOR TO PREVENT EROSION AND SEDIMENT
FROM LEAVING THE SITE.
2, THIS NARRATIVE SHALL BE FURNISHED TO THE SITEWORK
CONTRACTOR AS SPECIFICATIONS TO COMPLIMENT THE DESIGN
DRAWINGS AND DETAILS. THE CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS ON THE PLANS, THE NARRATIVE AND ALSO
INSTRUCTIONS ISSUED BY LOCAL OR STATE REGULATORY AGENCY.
3. EXISTING CONDITIONS: WOODED, OPEN MEADOW
4. THE CONTRACTOR SHALL PERFORM THE FOLLOWING ITEMS IN THE
ORDER LISTED TO MINIMIZE EROSION OF THE SITE:
A. MAINTAIN ALL CONSTRUCTION EXITS (MUD -MATS), SILT FENCING
AND SEDIMENT PONDS PER PLANS.
B. ONLY AFTER PHASE ONE CONTROLS HAVE BEEN INSTALLED AND
MAINTAINED PROPERLY, THE CONTRACTOR MAY BEGIN TO CONSTRUCT
THE FINAL STORM DRAINAGE AND GRADES. INSTALL THE INLET
PROTECTION AROUND ALL CATCH BASINS. CONTRACTOR SHALL INSTALL
TEMPORARY SEDIMENT TRAPS AROUND CATCH BASINS WHERE APPROPRIATE
TO CAPTURE SEDIMENT -LADEN RUNOFF FROM SITE.
C. FINAL GRADING ACTIVITIES SHALL INCLUDE GRADING OF PARKING LOT,
SLOPES, FINAL POND GRADES INCLUDING FOREBAYS, FINAL RIPRAP
PLACEMENT, LINE ALL POND SLOPES WITH EROSION CONTROL BLANKETS,
AND LOCAL ROAD IMPROVEMENTS.
D. INSTALL CURB AND GUTTER, PAVEMENT, AND SEED AND MULCH ALL AREAS
NOT RECEIVING BUILDING OR PAVEMENT.
E. REMOVE SEDIMENT FROM ALL EROSION CONTROL DEVICES INCLUDING RIPRAP
APRONS, SILT FENCING, POND BOTTOM, DITCH, AND STONE CHECK DAMS.
MAINTAIN ALL EROSION CONTROL DEVICES UNTIL THE SITE IS ENTIRELY
STABILIZED.
" CAUTION "
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTIUTIES IN THE AREA.
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES.
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
P
NORTH c
W
91,
17 tOCEAN WY')
US H`NY
E OR.
To`)^aE 1� SITE
Location Map
Poyett• County Highway Mop SCOW 1'; 3 M)Ms
her Hawn Dl.V t 73' Series USGS OladrangI* Mope
\010
-"E'-�Vrm
JACKEYS-/
CFEEK
Site Topographic Map
Winnobow, NC SooNr. 1' - 3000 Feet
Mapped 1987. Revised 1990 7.5' Series USGS Qmdran& Maps
LEGEND
EXISTING
NEW
CONCRETE
- CONCRETE CURB
LIGHT DUTY ASPHALT PAVEMENT
OHEAVY
DUTY ASPHALT PAVEMENT
RETAINING WALL
-W
mt�
WATER LINE A FIRE LINE
�T
-TIT-
UNDERGROUND TEL04IONE
E
-E-
POWER
SS
-SS -
SANITARY SEWER
SD
STORM DRAIN
G
-O-
GAS LINE
S SSG E
S L 160
101.SY
101.Sy
PROPERTY LINE
-XX-
-0-0-
FENCE
BUILDING
GUARD RAIL
_T­
ROW SIGN (DOUBLE SIDE)
'f'
PEDESTRIAN CROSSING SIGN (W11-2)
T
STOP SIGN (R1-1)
A.D.A.SIGN
T
GROCERYA RCANTBE UCK
ROUE (R,4-1) SGN TIED)
+
SITE LIGHT POLE
m
•
MANHOLE
POWER POLE
FIRE HYDRANT
N
D4
WE
N
VALVE
®
TINE A YARD INLET CB.
TINE B DROP/GRAIE MET CB.
O STORM MH
®
TYPE C STORM DRAIN MH.
❑ CBDI
.
TYPE D CURB INLET CB.
P'L
Al
CONCRETE HEADWALL
EDGE OF CONSTRUCBOIN UNE
- - - - -124-
- - - -
- EXISTING CONTOUR
FINISHED CONTOUR
+ 103.25
+ 103.25
SPOT ELEVATION
EROSION
AND
SEDIMENTATION
CONTROLS LEGEND
■ LID • LID ■
LIMITS OF DISTURBANCE
CE
CONSTRUCTION EXIT
CD
STONE CHECK DAM
0 0 o
°°
C
®
EROSION CONTROL BLANKET
o°°
PERMANENT VEGETATION
ES
POND EMERGENCY SPILLWAY
4 =i
IP1
SILT FENCE INLET PROTECTION
LS
RIP -RAP LEVEL SPREADER
OOP1
RIPRAP APRON
OUTLET PROTECTION
STONE CHECK DAM AROUND
OUTLET STRUCTURE
x
SF
SINGLE ROW OF SILT FENCING
#
5F2
DOUBLE ROW OF SILT FENCING
NOTE: REFER TO PLAN SHEETS CV-7, CV-8,
AND CV-9 FOR EROSION AND
SEDIMENTATION CONTROL DETAILS
GRAPHIC SCALE
100 D 50 100 200
( IN FEET )
1 inch = 100 ft.
GRADING PLAN
90
<
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W
p
Vl
z
=
K
ww
K
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z
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DRAWN
IN
J.C.3.
CHECKED
PROJECT DATE
OB/1S/04
SCALE
1W■100'
JOB No.
24007E
Plot Date
07/10/05
SHEET
CV-2
SHEET
10 OF 20
SHEETS
REVISED: 08/26/05 240078-WMM.dwg

2
3 4
Ix F�-SZ-♦'�'�
■x I
A OWNED BY OTHERS 3■x I I
♦ =I I I
TWIN 18"CMP �1
NOT INSTALLED FROM x CD
CATCH BASIN AS OF� I �♦
DATE OF SURVEY
TBM 1 ill
TOP OF FIRE HYDRANT I 2X3
ELEV=28.20 CBD
SEE DETAIL TOP 24.42 CB DI 2X2 _
I.E. 18.47 (24•)?? IN TOP B
_ I.E. 15.92 (24") OUT I.E. r0.41INI.E. 16.02 (24") I.E. OUT 2 1 26
EIP 1/2- LE. 16.97 18" �LTo 7 41 ■ IN Is 1112/
2a•CMF� "CM $d-"-EMS
■ ■ ■
J TE B LVD •�sz� 71F 10+39.93 ---- 9 b --- -- 8+00 225
z - ------ - 277..0 --- ----
In In
/3� 10 .. - - - -
REBAR z \ _2 CBDT�ieee .. - REBAR-eeeeee - - 1274 27 2
/ BENT \ -L TOP Jill
B / ♦ 26 I.E.�tB-14
END SILT FENCE .4-SINGLE ROW134
5 6 7 I 8
/ all
\• y
N ON: �► C
♦ ALL OUTPARCELS ARE TO*tLEARED, I
I CONTRACTOR o �28-- ♦ ♦ GRUBBED, AND P OLLED. ■'1 NI
I
_ .#i�MOVE EARTHEN/ � ILB� � y8 1
OONTRA SOIL FROM OUTPAR ELSEANDT ♦ 'I If I �(
♦ I CONTRACTONTO 9� OVE FROM%SITE At it INS
♦ ZERM� EARTHEN 3 T OF APPROVEDH ENGINEER. ♦� I I
Memel�, COMPACT PER )G
�,-►� 1 _
s
-27o • 26 - - � 27. �4 � A9 27.0 225 2 ♦ O
♦
)25 24 dell
0 6+100 4+000_ 6 3+00 3 22_ 00 12 1 ■ P+ +00
_2 -5
27
ee-e e e eee °o° 0 26 i m -00
A GRASS AREA
2
C,
_ �✓ BEGIN E ROW �I
/� - 26 � sZ � SI T FFrNCE
127 Or --- 0 Q. ��
T INST LLED F OM -26-
A SIN A OF o 'I DATE F SURVE � 25-3 � 25.5
\ /tip N \
f ,I / , O• ?\ LZry6/ ,yg '�� J25 b\
--10
I 15-R P
N4 1 ,�
\ T P -
NTRAtTOR TO SET WO (2) t� i
"E" ATCH BAST S AND ���' N I 2
uN ¢0 ASSUME
Fi TR NNEC[ T
X1�TING 8 /AND CG2PED STORM +6.2 1
F /� ■■■ RAINiUBOUTS. ZG
q
L30-P \� ���8z 26 / 1 25.0 2 I
N % / ti�
Lz- G
'0;i �� � ♦ e I \ FENCE INLET
2
C 75-
_27 \ .., \ _ / ( GG G / / PRO ON (INLET
\\ -26\ 2s 5.0 2 _ / / 25.0 sz-
i
FQ / \ /9ti +6.2/ Fq OP1a
4�4
25 ° =24 25 ° 5 /
� n CIc
G
EXISTNG
\ DITCH4.
/� a + 5 2 / 4'
EXISTING
DITCH 2 <
25.2 24 B7 N +5.2 52 u
p 25
D CONTRACTOR TO PRO �C n
' I
A 4.5 .... FOR SLOPE PAVEMENT TO
11,EVENT95POONNDING (TYP.)
- , 2 11? \ �•� -mac ° .95 7W 25.711l--
1
I E
Fio � I
OpFti/�� \
TOa
\\\ I I
I\
F
••• CAUTION •••
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA.
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
INDICATED. ALTHOUGH HE DOES CERTIFY THAT
IS THE EXACT LacAT ON DI
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
***CAUTION***
/ \ 25
25.5
/ + 2A/ \ D m 0
00 ..■ N N N-
/ 4 / y 0 0
e 24.3 A "' _- I I I I n' N
NN N /ry / / / ! �1 � /
flL 1 2S /
r ��� P i//j N \
Aj
N
N N N 1 / A4 / Z +2 I ■ \
26.0
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I v /
Z I
d
J �/ 25A PA3 � C H
2 4. 0 -- h
4. 24i0 2.0% (0 I
N
� 04 I N
CO
/ Itl -
\INC) I I IV
o / / - �s. s
\ 2-
26.0 2 8'
ati 2 2 II II�2\ ( 2 ^ 0 26.0 1
25.70 12" �2C
/ / N R p 2"Pvc
s. . r
�.__ \ .I, .;@ ' ^ ' 26.0 26.0 / I fti �2,
or oMIIw
4.9 2 8" PVC 0 1.5pp7�.'' TOE
ST� Wl 2 WA :.• I A' 26.00 I I I I / I / \ I 25.
CLE OU I S (I N . \ 2.00) 25.43 �: . 5% 11-+i/ ' //� �+/ N, I qq Iz' _
FENCED AREA \ \ \ 26• ZV• A2 24.3 I I Rom/ f' • 'I . L V . OI(L'1/
\y a \ 26.00
\ 25. 22s. A26.00 % `�24.5 28. 42' S"PVC 26.0 125-8
5.5
f a ILI
4 2541
.8 /
/C
° .I
GO
N
FENCED AREA ` / ,y�+ • -
1 OI �/ 25 4
\ o III\ \ \ w 5
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
(
u s2 \ r 2�1.5 II 2 .2 . 5.
n �! •ska►�•
sl 0 II LLB
(�=
1 � 26.00 9
19 I uCENTER CENTRY, .•EN RIGHT, TLE RIGHT GROSS\ S.F.'(EXCLUDING TLE & GAR,
1
i� 196,020
r
GROSS• • •/203,810
FRONTGROCERY FRONT CANOPY S.F. (NOT INCLUDED IN GROSS SQUARE FOOTAGE) 06
GM ••Y S.F. (NOT INCLUDED IN GROSS•FOOTAGE) 1,148
Ir+l •
.00
I �i I1'
To •j,al■,I_ 1 �1 •d
rl '�■ I
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1 ill■ `�� I AVE ai �.•� iilo�
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IA
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♦ � � _ - � - - � :.�.. vim• �-aww--i •, _ � � - � - - - - - - - - �r_ti- a - �1
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s`�`'` �2� -7 •'- rib i sss, - •Tl�if •5�N! sill ►'`'i «J. T::f1 .11` ` ''�'(1
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Qy -. 1w=r.>sr•>sr.:r•:w •__ r♦ � _ • - >s >st--,' � ,� - ���, � 1 { a •_
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ti
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S��ti :�•E1`�r1•Ti�� I � � � : I •
)1 .r /f• h /
NORTH
c
Y
US HVNY 17 (OCEAN H'NY•)
t0'NNE LAKE �.
SITE
KFST 04
Ir OR
Location Map
Mks
•Hovn BMailhW% Map 7V Sarin USGS Ouodmn•1• Maps
LEGEND
EXISTING
NEW
CONCRETE
LIGHT GUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
RETAINING WALL
-W-
-W-
WATER LINE & FINE LINE
-UT
UNDERGROUND TELEPHONE
E-
-E-
POWER
y
-SS
SANITARY SEWER
-SD
STORM DRAIN
-G-
-•-
GAS LINE
S 07.3Y1•- E
S S7*3 IF E
�-�
t01.J0'
IOI.bO'
PROPERTY LINE
-X X-
- O - a - FENCE
BUILDING
-
GUARD RAIL
-I-
ROW SIGN (DOUBLE SIDE)
-ir
PEDESTRIAN CROSSING SIGN (WII-2)
'-�-
STOP SIGN
AD.A.SIGN
GROOCERTE (R/MERCA96N
NOTED)
O
SITE LIGHT POLE
®
•
MANHOLE
ICJ
qL
POWER POLE
FIRE HYDRANT
D4
H
VALVE
®
TYPE A YARD INLET C.B.
TYPE B DRDP/CRATE INLET C.B.
0 STORM MH
®
TYPE C STORM DRAIN MH.
❑ CBDI
■
TYPE D CURB INLET C.B.
CONCRETE HEADWALL
EDGE OF CONSTRUCTION LINE
- - - - -124- - - - - -
EMSTNG CONTOUR
110
FINISHED CONTOUR
+ 103.25
+ 10125
SPOT ELEVATION
EROSION AND SEDIMENTATION
CONTROLSG
LIMITS OF DISTURBANCE
CE
CONSTRUCTION EXIT
CD
TEMPORARY STONE CHECK DAM
0 0 o
EROSION CONTROL BLANKET
PERMANENT VEGETATION
ES
POND EMERGENCY SPILLWAY
8
SILT FENCE INLET PROTECTION
LS
RIP -RAP LEVEL SPREADER
RIPRAP APRON
OP1
OUTLET PROTECTION
O
STONE CHECK DAM AROUND
OUTLET STRUCTURE
x
SF
SINGLE ROW OF SILT FENCING
SF2
DOUBLE ROW OF SILT FENCING
28 �V FOUNDATION SUBSURFACE PREPARATION
\ WAL-MART SUPERCENTER
FEBRUARY 3, 2005
1 / \ UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE
LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE
DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES
NAP ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI),
TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER,
PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE
\ CENTER, COMPACTOR PAD, ETC. THE SUB -BASE, AND THE VAPOR BARRIER, WHEN REQUIRED, DO
/ n I NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES.
/ J r
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR ELEVATION
/ N TO ALLOW FOR A 4-INCH SLAB OR AT 11.5 INCHES BELOW THE FINISHED FLOOR ELEVATION TO
631 HYDRANT ALLOW FOR A 5.5-INCH SLAB AND 6-INCH SUBBASE. THE SUBBASE SHALL CONSIST OF 4INCHES OF
a / / E V=25.63 COARSE AGGREGATE MEETING THE REQUIREMENT OF NCDOT SIZE NO.57 OR 67 COVERED WITH 2
/ \ DETAIL N INCHES OF FINE AGGREGATE MEETING THE GRADITION REQUIREMENTS OF THE NO. 10 SIZE AS
DEFINED BY ASTM D 448 WITH 6 TO 12 PERCENT PASSING THE NO.200 SIEVE AND WITH LESS THAN 3
PERCENT CLAY AND /OR FRIABLE PARTICLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ACCURATE MEASUREMENTS OF ALL CUT AND FILL DEPTHS REQUIRED.
v / / may~ \ \ \ EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW -GRADE STRUCTURES SHALL BE
\ REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS,
ORGANIC MATERIAL, EXISTING FILL, CULTIVATED SOILS AND SOFT OR OTHERWISE UNSUITABLE
ti \ MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE
UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC
AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS:
LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L.
BUILDING AREA, BELOW UPPER 4 FEET 35 MAX 75 MAX
/
M 1 / BUILDING AREA, UPPER 4 FEET 20 MAX 50 MAX
III / SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES IN THICKNESS
AND COMPACTED TO AT LEAST 98 PERCENT OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY
I I DENSITY (ASTM D-698) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE
N I / THE OPTIMUM.
THE FOUNDAT10N SYSTEM SHALL
S GRADE BEAMS ATPILE-SUPPORTED,THE
EALSSTIED PILE CAPS AT COLUMNS AND
PILEUPPORTE CONTINUO
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK
I SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE
PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC
•,�;Q R' I yti INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL RECOMMENDATIONS MAY ALSO
o I BE FOUND IN THE GEOTECHNICAL REPORT PREPARED BY S&ME, INC. DATED FEBRUARY 3, 2005.
(GEOTECHMCAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION
SPECIFICATION.) / 9/ GRAPHIC SCALE
BO 0 25 50 100 200
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CHECKED
PROJECT DATE
OSMO104
SCALE
r We so,
JOB No.
24 0 0 7 E
Plot Date
07110005
SHEET
CV-2A
SHEET 11 OF 20 SHEETS
05 240078-WMllll.dwg

1 1 2
3 4 5
SEE PLAN FOR
10' VARIES
LENGTH & WIDTH OF POND
EMERGENCY SPILLWAY
TOP OF DIKE
ICAL TRASH RACK
EL 21.25
EL 23.00
04 REBAR WELDING
W/ 6' SPACING AT BASE
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(N.T.S.)
B
SEE PLAN FOR
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LENGTH & WIDTH OF POND
TOP OF DIKE
EL. 23.00
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/4 REBAR WELDING
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NO. 2
(N.T.S.)
D
E
MCI
EMERGENCY
(10 CY RIP
fL 20.50
SEE PLAN FOR
5' - VARIES LENGTH & WIDTH OF POND
CONICAL TRASH RACK
S4 REBAR WELDING
W/ 6' SPACING AT BASE
AND 6' VERTICAL. SPACING
OR APPROVED PILE -FABRICATED.
OR APPROVED EQUAL OTTOM OF CONCRETE
(1) G48-488 VEL/1.00
1 G48-48R
W/ 5.0' CONCRETE BOTTOM
FILL IN THE BOTTOM. EL 10.33
GRAY ENGINEERING DETAIL
5' VARIES
(N.T.S.)
SEE PLAN FOR
LENGTH & WIDTH OF POND
CONICAL TRASH RACK
'4 REBAR WELDING
W/ 6' SPACING AT BASE
AND 6' VERTICAL SPAT NG
OR APPROVED PRE -FABRICATED
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GEOTEXTILE FABRIC
CRAY E"NEERING DETAIL
SECTION THRU EMERGENCY SPILLWAY FI
TEMPORARY SEDIMENT BASIN NO. 1
(N.T.S.)
SEEDING SCHEDUL;
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
MAY ENGINEERING DETAIL
ORIFICE CONFIGURATION
PERMANENT POND 1
(N.T S.)
GRAY ENGINEERING DETAIL
ORIFICE CONFIGURATION
PERMANENT POND 2
(N.T.S.)
HEAVY DUTY
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1
TALL FESCUE
300 LBS ACRE
NOV 1 - MAR 1
TALL FESCUE & ABRUZZI RYE
300 LBS ACRE
MAR 1 - APR 15
TALL FESCUE
300 LBS ACRE
APR 15 - JUN 30
HULLED COMMON BERMUDA GRASS
25 LBS ACRE
JUL 1 - AUG 15
TALL FESCUE & BROWNTOP MILLET
OR SORGHUM-SUDAN HYBRIDS***
125 LBS/ACRE (TALL FESCUE);
35 LBS/ACRE (BROWNTOP MILLET)
30 LBS ACRE SORGHUM-SUDAN HYBRIDS
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
MAR 1 -
JUN 1
SERICEA LESPEDEZA (SCARIFIED)- &
50
LBS/ACRE
(SERICEA LESPEDEZA);
USE THE FOLLOWING COMBINATIONS:
MAR 1 -
APR 15
ADD TALL FESCUE
120
LBS ACRE
MAR 1 -
JUN 30
OR ADD WEEPING LOVE GRASS
10
LBS ACRE
MAR 1 -
JUN 30
OR ADD JULLED COMMON
25
LBS/ACRE
BERMUDA GRASS
JUN 1 -
SEPT. 1
TALL FESCUE & BROWNTOP MILLET
120
LBS/ACRE
(TALL FESCUE);
OR SORGHUM-SUDAN HYBRIDS***
35
LBS/ACRE
(BROWNTOP MILLET)
30
LBS ACRE
SORGHUM-SUDAN HYBRIDS
SEPT. 1
- MAR 1
SERICEA LESPEDEZA (UNHULLED -
70
LBS/ACRE
(SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE_
120
LBS ACRE
TALL FESCUE);
NOV. 1
- MAR 1
ADD ABRUZZI RYE
25
LBS ACRE
CONSULT ENVIRONMENTAL ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE
WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY. RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVEK 12" IN HEIGHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
MIXTURE:
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
HEAVY DUTY
GEOTEXTILE FAB
15' WIDTH OF SPILLWAY
7.5 CY RIP RAP
-EMERGENCY SPILLWAY
/ 114.0" -
GRAY ENGINEERING DETAIL
MERGENCIt
SEDIMENT
(N.T.S.)
RIP -RAP
EMERGENCY SPILLWAY
ELEVATION
kcTOP
EL 17.00
50=.75' RIPRAP
EL. 15.00 EXISTING
GRADE
14" /
(N.T.S.)
GRASSING
1. AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS OF SITE
WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING, CRUSHED
STONE SURFACING OR STRUCTURES. GRASSING SHALL INCLUDE FINAL
SHAPING, LIMING, FERTILIZING AND SEEDING.
2. LIME SHALL BE AGRICULTURAL GRADE, GROUND LIMESTONE. GROUND
LIMESTONE SHALL CONTAIN NOT LESS THAN 88% OF CALCIUM CARBONATE
CONTENT EQUIVALENT AND SHALL BE SUCH A FINENESS THAT 90% WILL
PASS THROUGH A NO. 10 SIEVE AND NOT LESS THAN 50% THROUGH A NO.
3. FERTILIZER SHALL BE GRADE 10-10-10 COMPLETE FERTILIZER OF
UNIFORM COMPOSITION, FREE -FLOWING AND SUITABLE FOR APPLICATION
WITH EQUIPMENT, DELIVERED TO SITE IN BAGS LABELED WITH
MANUFACTURER'S GUARANTEED ANALYSIS, AND SHALL CONFORM TO ALL
STATE AND FEDERAL REGULATIONS.
4. SEEDS SHALL BE MIXTURE AS APPROVED BY THE ENGINEER AND SHALL
MEET REQUIREMENTS OF SEED LAWS OF THE STATE AND THE US
DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER FEDERAL
SEED ACT IN EFFECT ON DATE BIDS ARE RECEIVED. SEED SHALL BE
DELIVERED IN STANDARD CONTAINERS. SEED WHICH HAS BECOME WET,
MOLDY OR DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE.
5. MULCH SHALL CONSIST OF SMALL GRAIN STRAW OF GOOD QUALITY,
CLEAN, FREE CIF NOXIOUS WEEDS, AND REASONABLY FREE OF OTHER WEEDS.
SPREAD MULCH .AT A RATE OF 1 TON PER ACRE ON SLOPES UP TO 8.0 %
AND AT A RATE OF 1-1/2 TONS PER ACRE FROM 8.0 % UP TO A SLOPE OF
6. SPREAD LIME AT A RATE OF 3,000 LBS. PER ACRE.
7. FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 1,000
LBS. PER ACRE AND SHALL BE INCORPORATED INTO SOIL TO A DEPTH OF
AT LEAST 2" BY DISKING AND HARROWING.
8. SPREAD SEED AT A RATE AS NOTED ON THE DRAWINGS.
9. IMMEDIATELY AFTER FERTILIZING AND SEEDING HAVE BEEN
COMPLETED, ENTIRE AREA SHALL BE COMPACTED BY MEANS OF A
CULTIPACKER, ROLLER, OR APPROVED EQUIPMENT WEIGHING APPROXIMATELY
90 LBS. PER LINEAR FOOT OF ROLLER. USE OF SPECIFIED MULCH,
APPLIED AT A RATE OF 1 - 2 TONS/ACRE (USE THE HIGHER RATE FOR 3
TO 1 SLOPES OR GREATER), WITH ASPHALT EMULSION TYPE SS-1, MS-2,
RS-1, OR RS-2, SHALL BE USED TO PROTECT SITE AGAINST EROSION.
10. AREAS THAT REQUIRE RE -FERTILIZATION AND\OR RE -SEEDING WILL
BE DESIGNATED BY THE ENGINEER. WHEN ANY PORTION OF SURFACE
BECOMES GULLED OR OTHERWISE DAMAGED FOLLOWING SEEDING, OR
SEEDLINGS HAVE BEEN WINTER -KILLED OR OTHERWISE DESTROYED,
AFFECTED PORTION SHALL BE REPAIRED TO REESTABLISH CONDITION AND
GRADE OF SOIL PRIOR TO SEEDLING AND SHALL BE RE -SEEDED AS
SPECIFIED ABOVE.
11. ALL DISTURBED AREAS ARE TO BE GRASSED IMMEDIATELY AFTER
CONSTRUCTION IN THE AREA. AT NO TIME WILL AN AREA BE LEFT BARE
FOR MORE THAN 14 DAYS AFTER COMPLETION OF CONSTRUCTION.
MANAGEMNENT STRATEGIES
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS
CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
2. SEDIMENT T�`APPING MEASURES WILL BE INSTALLED AS A FIRST STEP
IN GRADING AND WILL BE SEEDED AND MULCHED IMMEDIATELY
FOLLOWING INSTALLATION.
3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW
IMMEDIATELY AFTER GRADING.
4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED
BY FLAGS, SIGNS, ETC.
5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL PRACTICES.
6. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S
CONTROLS WILL BE CLEANED UP AND REMOVED, AND THE SEDIMENT
BASINS WILL BE CLEANED OUT AND CONVERTED TO PERMANENT
STORMWATER MANAGEMENT BASINS.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE
CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING
ITEMS WILL BE CHECKED IN PARTICULAR:
1. THE SEDIMENT BASINS WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT BUILDUP REACHES THE CLEANOUT POINT INDICATED ON THE
CLEANOUT STAKE.
2. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT
CLEANOUT.
3. THE GRAVEL OUTLETS WILL BE CHECKED REGULARY FOR SEDIMENT
BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS
CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR
REPLACED.
4. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR
UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL
BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES
ONE-THIRD TO THE TOP OF THE BARRIER.
5. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE-
SEEDED AS NEEDED.
TEMPORARY SEDIMENT BASINS AND TRAPS SCHEDULE
N❑.
TYPE
DRAINAGE
AREA
(AC)
LENGTH
(FT)
WIDTH
(FT)
DEPTH
(FT)
TOP
ELEV,
BOTTOM
ELEV.
SURFACE
AREA
(SF)
TOTAL
VOLUME
(CF)
SB 1
BASIN
17.56
325±
155±
6
22
16
55,567
256,327
SB 2
BASIN
7.15
575E
50±
6
22
16
26,014
75,155
SB 3
BASIN
1 5.78
400E
150±
4
24
20
66,400
108,931
ST 11
TRAP
1 1.23
105E
t 35±
4
26
22
1 3,385
8,158
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CHECKED
PROJECT DATE
02/24/06
SCALE
AS NOTED
JOB No.
2
4 0 0 7 8
D
Plat Data
11/06/06
SHEET
CV
9
SHEET
20 OF !O
SHEETS
oevlaen. naiaaina
240079-Data ila-CV-7, 8,8.D W G

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***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
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5
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-------
----- - ------- - - - - --
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US HWY. 17 (OCEAN HWY.) ------------ - - - - -
_ _
-
C C O wRa IP➢INE - - - - wY - - - - -
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--�WY---
I I
2 D
J`J'..'`� UP 1%r 2 2 I Fr i
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-,� RE I tp t N 543T34' E 474.97 NP /t 'Y N 5435'28' E 801.21' N I I -
RESAR I I
I j III
1�
VI 2*-0' RAISED
CONCRETE RBI
OWNED 9Y OTHERS ICI I t
lit. OLITLOT NO. 3 (NJUDT NO. ` OLITLOT NO I I, U
TOP OF FIRE HYDRANT
UEV-2120
Sm DETAL
N 56'2 75.86' TIE LINE
`125 L124 7?�1122 L
N N 624647" W
35. 70,
TIE LINE
WETLAND
1.91
NERAND
a L82 Va L67
�a7 ro
6� L64 L65 vO
V
0
N
••• CAUTION •«
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTIUTIES IN THE AREA.
D1HER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND UTILITIES
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L7744
SITE PLAN NOTES
1. ALL WOF:K AND MATERIALS SHALL COMPLY MATH ALL TOM OF LELAND, NC
REGIJLA11ONS AND CODES AND 01 STANDARDS
2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT
LOCATIO;.;S AND DIMENSIONS OF VESTIBULES, SLOPE PAVING,
DFWALILS. EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING
DIMENS'.'NS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL,
SEE^, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS
ESTA9LISHED.
4. ALL ISLANDS WITH CURB @ GUTTER SHALL BE LANDSCAPED. THOSE
ISLANDS ARE TO HAVE IS' CURB do GUTTER. ALL REMAINING
ISLANDS ARE TO BE STRIPED AS SHOWN.
5. ALL CUI RADII ARE TO BE 10' UNLESS OTHERWISE NOTED.
STRIPED RADII ARE TO BE W.
S. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS
OTHERWISE NOTED.
7. CONTRACTOR TO COORDINATE CONCRETE TRANSFORMER PAD DETAILS
WITH LOCAL POWER COMPANY.
S. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE
ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL
LIE INCLUDED IN BASE BID.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,
INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,
SIGNS, TRAFFIC SIGNALS @ POLES, ETC. AS REQUIRED. ALL WORK
SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES
SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST
SHALL BE INCLUDED IN BASE BID.
10. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM
A SURVEY BY FREELAND AND ASSOCIATES
11. TOTAL LAND AREA IS 37.29 ACRES.
12. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED
'THE WAL-MART STANDARD SITE WORK SPECIFICATIONS'.
13. PYLON SIGNS SHALL BE CONSTRUCTED BY THE DEVELOPER.
14. REFER TO ARCH. PLANS FOR ALL BUILDING DIMENSIONS,
15, REFER TO ARCH. PLANS FOR SITE UGHTING AND ELECTRICAL PLANS
16. REFER TO ARCH, PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF;
VESTIBULES; SLOPE PAVING; SIDEWALKS; EXIT PORCHES; TRUCK DOCKS;
PRECISE BUILDING DIMENSIONS; AND EXACT BUILDING UTILIN ENTRANCE LOCATIONS
17. OUTDOOR SALES OF MERCHANDISE AND/OR STORAGE SHALL NOT U71UZE
PARKING :;PACES OR BLOCK SIDEWALKS, PARKING AISLES AND FIRE LANES,
N 5534.30" E 249.25' Fp yig
W/ CAP
- M>m MIME lM
55W'OB" E 311
CAP
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L1
N
39'00'15"
E
23.51'
L92
N
87'13'24"
W
35A;
L2
N
63-58'15"
W
36.89'
L93
N
67'08'52"
W
34.6
L3
N
30-48'17"
W
26.12'
L94
N
41'44'12"
W
34.57' 1
L4
N
53'03'10"
W
43.57'
L95
N
19'29'33"
E
20.38'
L5
N
4515'18"
W
22.19'
L96
N
24'31'15"
E
_
I
L6
L30
N
S
13'51'58"
42714'42"
W
W
38.64'
30.13'
L97
L98
N
N
39'02'42"
43'09'13"
E
E
_ _42.48'
35.68` {
Sito,-1
L31
S
84'31'41"
W
25.25'
L99
I N
71'36'23"
E
25.99'
L32
N
59'07'12"
W
17.39'
L100
N
87'22'04"
E
30.85', 1
L33
S
31-46'48"
W
21.66'
L101
S
74'57'08"
E
';2-7.6T
L34
S
13-01'24"
W
27.83'
L102
N
51'43'33"
E
23.34' 1
L35
S
62'18'21"
W
24.15'
L103
N
17'24'23"
E
24.Go'
L36
S
as•oo'as"
E
18.89'
L104
N
34'39'16'"
E
33.01'
L37
S
88'31'38"
E
25.48'
L105
N
10'46'26"
E
23.65`
L38
N
45.01'27"
E
30,36'
L106
N
15'58'29"
W
24.75'
L39
S 38-49'37"
W
36.80'
L107
N
74'06'33"
W
32,87'
L40
S
80'44'59"
E
20.24'
L108
N
10'58'05"
W
31.80 1
L41
S
33'58'27"
E
26.51'
L109
N
19-39'20"
E
29.25�
L42
S
48'09'04"
E
33.57'
L110
N
31'02'20"
W
23 70' .
L43
S
3739'30"
E
24.00'
L111
N
11'31'08"
E
36.1,5
L44
S
12'26'26"
E
28.69'
L112
N
16'23'36"
E
28.37'
L45
S
89-5736"
E
36.98'
L113
N
34'00'37"
W
14.48'
L46
S
21'30'42"
E
37.70'
L114
S
38'00'18"
W
32.99'
L47
S
29'44'09"
E
26.46'
L115
S
56.38'41"
W
31.43' .
L48
S
19'15'13"
E
25.78'
L116
S
65'12'23"
W
20 84'1
L49
L50
S
S
02'15'05"
16'23'03"
E
W
33.28'
47.34'
L117
L118
N
S
79'13'51"
29.26'09"
W
W
32 06'
27 92'
L51
S
79.04'19"
W
36.42'
L119
S
61'54'56"
W
34 54' 1
L52
S
20'51'00"
W
31.61'
L120
S
53.17'43"
W
24 45' 1
L53
S
39'01'01"
E
28.61'
L121
S
31'09'38"
W
48 E.2" '•
L54
S
04'02'50"
E
38.73'
L122
S
56*59'14-
W
29.05'1
L55
S 07'59'32"
E
35.68'
L123
S
83'04'47"
W
34.55'
L56
N
38-25'24"
E
34.65'
L124
S
70'26'50"
W
38.18'
L57
N
01'55'49"
W
26.29'
L125
S
34'25'00"
W
32.31'
L58
N
69'10'42"
W
25.14'
L126
S
28'27'43"
E
55.00'
L59
N
80'02'13"
W
32.75'
L127
S
7936'19"
W
47.58'
L60
N
60'59'06"
W
29.58'
L128
S
26'07'44"
W
36.39'
L61
N
86'32'56"
W
38.03'
L129
S
36-40'55"
W
24.99,
L62
N
38'02'42"
W
35.24'
L130
S
55'50'47"
W
23.13'
L63
N
13'33'23"
E
18.15'
L131
S
35'56'39"
W
35 5
L64
N
47'18'10"
E
28.05'
L132
S
66-51'46"
W
30.91 1
L65
N
42.24'27"
E
31.52'
L133
S
82'44'33"
W
30.78'
L66
N
02'00'33"
W
24.44'
L134
N
35.13'42"
W
20 -76'
L67
N
58-49'31"
E
33.60'
L135
N
33'55'58"
W
29 22' 1
N
O5'01'43"
E
23.61'
L136
N
13'06'42"
W
4084' i
L69
N
25'51'35"
W
26.66'
L137
N
29'04'14"
W
6 ?'
L70
N
01'21'10"
E
27.76'
L138
N
20'26'24"
W
35.3,9'
L71
N
08'03'12"
W
18.08'
L139
N
14'45'09"
E
30.26'
N
10'39'10"
E
31.24'
L140
N
33'57'32"
E
25 22'
L73
N
21'45'32"
E
37.48'
L141
N
53'38'18"
W
16.45'
L74
S
60'03'39"
W
41.74'
L142
N
10'49'51"
W
25.76'�
L75
S
23'09'11"
W
27.55'
L143
N
83-52'O8"
W
14.53'
L76
S
13'42'47"
W
29.56'
L144
N
78'28'fT-
E
22 7~
L77
S
08'58'46"
E
27.86'
L145
N
78'11'37"
E
2..51'
L78
S
08-07'29"
E
36.67'
-146
5
29'04'51"
E
33.5
L79
S 33'44'21"
W
22.50'
L147
S
63-24'53"
W
25 2
L80
S
18'45'59"
W
35.43'
L148
N
80'11'42"
W
15 L
L81
S
77'12'21"
W
19.23'
-149
N
33'32'42"
W
2354 II
L82
S
44'24'31"
W
29.11'
L152
N
05'55'48"
E
8i 69 i
L83
N
67'38'44"
W
30.10'
L153
N
08.32'15"
W
3 28
L84
N
34'02'26"
W
28.68'
L154
N
22'45'34"
W
36 2
L85
N
59'52'58"
W
27.69'
L155
N
07'27'24"
W
�1 i On'
L86
N
51'14'44"
W
21.15'
L156
N
18'06'53"
W
76 30'
L87
N
41'21'52"
W
18.42'
L157
N
27*18'19"
W
_
93 99, 1
L88
N
64*50'14"
W
42.98'
L158
N
23.50'34"
W
119 04'
L89
N
69-04'26"
W
35,32'
L159
N
63-59.34"
E
5 3-
L90
S
89-57'52"
W
34.43'
L160
N
63-5934"
E
L91
3
67.00'09"
W
22.4T
L161
N
03'5T00"
E
-A ,_
ZONING INFORMATION
ZONED C-2
REGIONAL BUSINESS COMMERICIAL
BUSINESS DISTRICT
MINIMUM LOT SIZE: 15,000 SQ.FT.
SETBACKS:
FRONT - 25'
SIDE - 7.5'
REAR - 20'
MAXIMUM BUILDING HEIGHT - 35'
36'
o
-0" STRIPIN
5'R 2,-0„
ROW SIGNS ''5'R
10DE ,R
TYPICAL ENDCAP A YP CAL
DETAIL
PARKING AND ISLAND DETAILS
N. T.S.
FLOOD INFORMA ;'ION•
THIS PROPERTY IS LOCATED IN
FLOOD ZONE "C" (AREAS OF
MINIMAL FLOODING) PER FLOOD
INSURANCE RATE MAP
BRUNSWICK COUNTY
COMMUNITY PANEL NO.
370295-0130C
EFFECTIVE DATE: MAY 15. 1986
ryO�
�90
�P
US HWY 17 (OCEAN V'
E
LAKE OR.
Tovrt+;;SITE
��R.
11Mw� E/ MAP
wm
LEGEND
EXISTING
NEW
CONCRETE
CONCRETE CURB
0 LIGHT DUTY ASPHALT PAVEMENT
•;,�•; HEAVY DUTY ASPHALT PAVEMENT
®
RETAINING WALL
-W-
-W-
WATER LINE k FIRE LINE
--�T-
-lR-
UNDERGROUND TELEPHONE
E
-E-
POWER
-SS-
SS
SANITARY SEWER
--SD
STORM DRAIN
-UG-
-0-
GAS LINE
S 5�771'1!' E�
S 5732'1!" E
PR'RTY LNVE
- 101.30•
t01.J0�*
-X %-
- - 0
- FENCE
BUILDING
'
GUARD RAIL
S
ROW SIGN (DOUBLE SIDE)
-4r
PEDESTRIAN CROSSING SIGN (W11-2)
'"r
STOP SIGN (R1-1)
-TT-
A.D.A.SIGN
GROCEUCK
RWTER(R4-1) SICNE(NOTED)
LIGHT
OMH
®
MANHOLE
POWER POLE
.q"
FIRE HYDRANT
wr
N
VALVE
■ YI
R
TYPE A YARD INLET C.B.
■ CBDI
0
TYPE B DROP/GRATE INLET C.B.
■ STORM MH
®
TYPE C STORM DRAIN MH.
■ CURB INLET
TYPE D CURB INLET C.B.
4-%
CONCRETE HEADWALL
SILT FENCE
EDGE OF CONSTRUCTION LINE
124-
EXISTING CONTOUR
----------410
FINISHED CONTOUR
4 103.25
+ 10&25
SPOT ELEVATION
a
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J
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W
O
ZZ
3
W
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V
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1 O
V r�IL
AND GUTTER
H �/TFZF
34 SPACES PROPOSED PARKING SPACES
B'I
Foc CART CORRAL;
\\\\\aP 111 l 11 / I/'g,
<<
LIGHT DUTY ASPHALT PAVEMENT I _ o �P� d•�� , A`RM
HEAVY DUTY ASPHALT OVERLAY I 7) N 02
Z_
HEAVY DUTY ASPHALT PAVEMENT ��t ob'd �a
[77-71
SITE CONCRETE �
// I/I11111\ \m
Lij
El HEAVY DUTY CONCRETE PAVEMENT
� BUILDING CONCRETE
NOTE: /`� /"d✓P .w{ / v-
REFER TO GEOTECHNICAL REPORT AND SHEET
CV-4 FOR PAVEMENT THICKNESS
PAINT STRIPING LEGEND
SWSL/4" - SINGLE WHITE SOLID LINE / 4" WIDE
Q
SYSL/4" - SINGLE YELLOW SOLID LINE / 4- WIDE EACH
DYSL/4" - DOUBLE YELLOW SOLID LINE / 4" WIDE EACH
x
SYSL/10" - SINGLE YELLOW SOLID LINE / 10" WIDE
SWDL/4" - SINGLE WHITE DASHED LINE / 4" WIDE
J
SWSL/24" - SINGLE WHITE SOLID LINE / 24" WIDE
O
Uj
Q
SITE DATA
V
Acreage:
W
=
LARGERETAIL STORE TRACT 25.86AC.
V
SHOPSAREA 5.48AC.
FUTURELEASEAREA 0.74AC.
OUTLOTNO. 1 1.73AC.
OUTLOTNO. 2 1.74AC.
Z
OUTLOTNO.3 1.74AC.
a
..
TOTAL 37.29AC.
A
IL
LARGERETAIL STOREDATA
O
SITEAREA 24,80AC
■
■
BUILDIAIGAREA 203,818 S.F.
Uj
h
Y
PARKING Required 1020 SPACES
5.00 SPACES/1000 S. F.
J
PARKING Provided 1036 SPACES
44
5.08 SPACES/1000 S.F
y
HDCP PARKING Required 23 SPACES
W
Z
HDCP PARKING Provided 23 SPACES
SHOPS DATA
SITEAREA 5.48AC
e%
m
BUILD/NGAREA 41,850 S F.
w
PARKING Required 209 SPACES
Q
5.00 SPACES/1000 S.F.
O
Z
PARKING Provided 212 SPACES
Id
a
5.00 SPACES/1000 S F.
O
j
HDCP PARKING Required 8 SPACES
Uj
HDCP PARKING Provided 8 SPACES
\cc
SITE PLAN
GRAPHIC SCALE
100 200
( INF'm)
1 ineh = 100 f+.
DRAWN
J.C.S.
CHECKED
PROJECT DATE
O/HO/04
SCALE -
1R ■ 100,
Jos Me.
240071IF
Plet Dele
0:i:ao4
SHEET
c
v 1
SHEET 7 OF 20 SHEETS
REVISEDI 02/20/05
240078-WMF.dwg

I
19
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READING "NO PARKING - FIRE LANE"
0 25' 0. C.
0
5
0
7
OUTLOT NO. 3 OUTLOT NO. 2 OUTLOT NO. 1
1.74 ACRES 1.74 ACRES 1.73 ACRES II I
Lil
ACCESS TO BE
NED AT A LATER
`'PICAL)
....... ...... ..............................'I'
NOTE:
16 WIDE SOD STRIP IS
REQUIRED BEHIND ALL
CONCRETE CURBS UNLESS
OTHERWISE NOTED
REF.: SPECIFICATIONS
FIRE LANE STRIPING
CONCRETE PAD AT -
PHARMACY DRIVE-1
... 8d
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GRASS AREA . .. .
BV T� .. ..'.'.
F. ... .. ......
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BV .
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"OIL INTERCEPTOF REFER 16' x 36'-8" CONCRETE PAD V / TO OF FIRE HYDRANT
r;I A 1�2110 ARCH MEP PLANS" 25 0 ASH COMPACTOR E V=25.63
5 �.d� 1 2538 I X. . _h X. / EE DETAIL
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-
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off,
US HWY 17 (OCEAN HWY')
TOYINE LAKE DR,
SITE ��
f
KFST Gq
OR
VICINITY YAP
KTA
LEGEND
EXISTING
NEW
CONCRETE
CONCRETE CURB
LIGHT DUTY ASPHALT PAVEMENT
"""••�"""' HEAVY DUTY ASPHALT PAVEMENT
RETAINING WALL
W—
—W—
WATER LINE & FIRE LINE
�1 T—
—UT—
UNDERGROUND TELEPHONE
— E —
—E —
POWER
- SS—
SS
SANITARY SEWER
—SD
STORM DRAIN
—UG
—0—
GAS LINE
18
B 6735'1!' E
S 6Tffe E
PROPENTV Lim
101
TOlAO
-x x-
- —o-
FENCE
( l
BUILDING
'
GUARD RAIL
ROW SIGN (DOUBLE SIDE)
-4r
PEDESTRIAN CROSSING SIGN (W11-2)
T
STOP SIGN (R1-1)
-u-
A.D.A.SIGN
T
GRUCK
OOTER(R14-1) (NOTED)
SNGN
LIGHT
0MH
9
MANHOLE
'Tlp pJ
POWER POLE
FIRE HYDRANT
w
D4
A
VALVE
■ YI
®
TYPE A YARD INLET C.B.
. CBDI
B
TYPE B DROP/GRATE INLET C.B.
■ STORM MH
®
TYPE C STORM DRAIN MH.
■ CURB INLET
TYPE D CURB INLET C.B.
n
CONCRETE HEADWALL
SILT FENCE
EDGE OF CONSTRUCTION LINE
124
EXISTING CONTOUR
110—
FINISHED CONTOUR
+ 103.25
} 10&25
SPOT ELEVATION
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT OVERLAY
HEAVY DUTY ASPHALT PAVEMENT
0 SITE CONCRETE
El HEAVY DUTY CONCRETE PAVEMENT
BUILDING CONCRETE
NOTE:
REFER TO GEOTECHNICAL REPORT AND SHEET
CV-4 FOR PAVEMENT THICKNESS.
PAINT STRIPING LEGEND
SWSL/4" -
SINGLE WHITE SOLID LINE / 4" WIDE
SYSL/4" -
SINGLE YELLOW SOLID LINE / 4" WIDE EACH
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SYSL/10" -
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SWSL/24" -
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CHECKED
PROJECT DATE
OS/10/04
SCALE
1' ■ 50'
JOB No.
24007SP
Plot Date
0!/!0/04
SHEET
CV-1
A
SHEET s OF 20
SHEETS
REVISED: OW20105
240073-WYF.dw9

1 00 1 2 3 I 4 I 5 I 6 0 1 7 I 8
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'
7 (■� '�q"Scy:. �' NOT IN NOT MSTALLED FROM SYSTEM TO EXISTING OFFSITE RETEN BASIN
NOT INSTALLED FROM CATCH SIN ASOFOF.1
CATCH BAWHICH FLOWS t0.25 MI TO JACKEYS
Y> � SIN A$ Di DATE "' OF SU
COO 2%3 DATE OF SURVEY 113M L
33 I1 O aF FEiE IWDRW
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SOIL EROSIONfSEDIMENTATION CONTROL OPERAiiG►,� TIME SCHEDULE
NOTE: CONTRACTOR TO COMPLETE TABLE WITH THEIR SPEC!' PROJECT SCHEDULE
CONSTRUCTION SEQUENCE
JAN
FEB
MAR
APR
MAY
JUN
JUL +JG
SEP
OCT
NOV
DEC
MOB/DEM/SF/CONST. EXIT
N
ROUGH GRADE/SED TRAPS
a
CLEAR/GRUB/PILE TOPSOIL
-- +
BEGIN ROUGH GRADE PAD
I
EXPAND MAIN SED. POND
FINISH ROUGH GRADE PAD
BEGIN STORM FACILITIES
L_
-
�1
BUILDING CONSTRUCTION
SITE CONSTRUCTION
I
a
FINISH STM/GRADING/POND
SITE PAVING
HIGHWAY CONSTRUCTION
1
LANDSCAPE/FINAL SEEDING
1-.
A G E
SU M MAFRY
in ACRES
IMPERVIOUS AREA
25.50 ACt
SEEDED AREA
12.84 ACf
TOTAL DISTURBED
38.34 ACf
v � I I I ( .�
- - x - -I' ; f I• I 25.e PHASE TWO DATURSEQ AREA
\I�_-L S 256.E % 38.34 ACRES
/ CENTER FN7RY. C•ImpN RI■R, T[E NOHr WO55 sx DoIcu nc; TLE t WHEN CENTER)
196 02a \
WOGS SF CANOPY
&F G TIE BUT NOT IIN WEII CENTER) . FOOTAGE)
VA WOCFRY ANT C CANOPY S.F. (NOT INCLUDED
N W068 EOUANE TALE) -
/ QI FWgnIT I."NNpY S.F. (NOT NCIlIOED N 11110ss SWABS FOOTAGE) � 1,14e
_a.-. F.F E=28.00
I \
me
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I \
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R {
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24
_ZGONIIIIX ROW
- 20
// \
PM=•>I� r
Ill a
STORMWATER OUTFLOW
DETENTION POND NO. 2 OUTLETS TO AN
AN EXISTING DITCH THAT FLOWS TO
JACKEYS CREEK f0.40 MI SOUTH.
HIGH POINT ELEV = 26.93
LOW POINT ELEV = 25.23
HIGH POINT ELEV = 17.36
HIGH POINT STA = 2+42.18 N
M LOW POINT STA = 5+06.20 N
in 10
HIGH POINT STA = 5,1`19.59 �
0
0
N PM STA = 2+29.13 C4 0
to PM STA = 5+06.20 III0
i r'
cc PM STA = 3fi1 1.;a9 +
N
+
N PVI ELEV = 27.50 ra N
N PVI ELEV = 24.73 m
N n
N PVI ELEV = 27. S,15 0)
w A.D. _ -2.30 ii w
w A.D. 2.00
w N
A.D. _ -2.00 Cn
0
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Frye'
STORMWATER OUTFLOW
TEMPORARY SEDIMENT POND NO. 1 FLOWS INTO
EXISTING DITCH THAT OUTLETS TO UNNAMED
TRIBUTARY 300 FT* TO JACKEYS CREEK
DEVELOPER/OWNER:
WR OF LELAND LLC
2361 S. CENTrNNIAL DR.
AIKEN, SC 29803
803-649-1411
SITE OPERY OR/GENERAL CONTRACTOR:
EROSION CONTROL CONSTRUCTION SEQUENCE NARRA JIVIE
PHASE TWO
THE GOAL OF PHASE TWO EROSION CONTROL PLAN AFTER
MOBILIZATION, DEMOLITION AND INSTALLATION OF PHASE
ONE CONTROLS IS TO CONSTRUCT THE STORM DRAINAGE
SYSTEM, BUILDING, PAVING, SEEDING, AND FINAL
STABILIZATION. CONTRACTOR SHALL MONITOR, MAINTAIN
AND REPAIR IF NECESSARY ALL EROSION CONTROL
DEVICES.
1. THE PURPOSE OF THIS NARRATIVE IS A DESCRIPTION OF EROSION
CONTROL MEASURES TO BE INSTALLED AND MAINTAINED AT THE SITE
BY THE SITEWORK CONTRACTOR TO PREVENT EROSION AND SEDIMENT
FROM LEAVING THE SITE.
2. THIS NARRATIVE SHALL BE FURNISHED TO THE SITEWORK
CONTRACTOR AS SPECIFICATIONS TO COMPLIMENT THE DESIGN
DRAWINGS AND DETAILS. THE CONTRACTOR SHALL COMPLY WITH ALL
REQUIREMENTS ON THE PLANS, THE NARRATIVE AND ALSO
INSTRUCTIONS ISSUED BY LOCAL OR STATE REGULATORY AGENCY.
3. EXISTING CONDITIONS: WOODED, OPEN MEADOW
4. THE CONTRACTOR SHALL PERFORM THE FOLLOWING ITEMS IN THE
ORDER LISTED TO MINIMIZE EROSION OF THE SITE:
A. MAINTAIN ALL CONSTRUCTION EXITS (MUD -MATS), SILT FENCING
AND SEDIMENT PONDS PER PLANS.
B. ONLY AFTER PHASE ONE CONTROLS HAVE BEEN INSTALLED ANO
MAINTAINED PROPERLY, THE CONTRACTOR MAY BEGIN TO CONS-iRI'r.'T
THE FINAL STORM DRAINAGE AND GRADES. INSTALL THE INLET
PROTECTION AROUND ALL CATCH BASINS. CONTRACTOR SHALL INSTALL
TEMPORARY SEDIMENT TRAPS AROUND CATCH BASINS WHERE AP: i.` F'RIATE
TO CAPTURE SEDIMENT -LADEN RUNOFF FROM SITE.
C. FINAL GRADING ACTIVITIES SHALL INCLUDE GRADING OF PARKING LOT,
SLOPES, FINAL POND GRADES INCLUDING FOREBAYS, FINAL RIPRAP
PLACEMENT, LINE ALL POND SLOPES WITH EROSION CONTROL BLAN./ETS,
AND LOCAL ROAD IMPROVEMENTS.
D. INSTALL CURB AND GUTTER, PAVEMENT, AND SEED AND MULCH A'_L AREAS
NOT RECEIVING BUILDING OR PAVEMENT.
E. REMOVE SEDIMENT FROM ALL EROSION CONTROL DEVICES INCLUDING RiPRAP
APRONS, SILT FENCING, POND BOTTOM, DITCH, AND STONE CHECK DAMS.
MAINTAIN ALL EROSION CONTROL DEVICES UNTIL THE SITE IS ENTIRELY
STABILIZED.
a CAUTION •••
THE UNOERGROUNO UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA.
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N
THE EXACT LOCATION INDICATED. ALTHOUGH HE DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED TH"
UNDERGROUND UTILITIES.
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
0
NORTH
�92
Q�
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US H`My 17 (0r"N HWY.)
LAKE OR.
TOJM"TE
�� SI
�/
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ST Gq
Location Map
Fayette County Highway Map Scalr. 1' - 3 Miles
Nsw Haven District 7.5' Series USCS Quadrangle Maps
NORTH
%PAl
`-SITE
JACKM-
CFIEEK
Site Topographic Map
Winnabow• NC SwW.. 1' AA 3000 Feet
Mopped 1987. RevisW 1990 7.5' Series USGS Quadrangle Maps
LEGEND
EXISTING
NEW
CONCRETE
- CONCRETE CURB
O UGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
RETAINING WALL
W-
�W�
WATER LNE h FIRE LINE
UT
-SIT-
UNDERGROUND TELEPHONE
E--
-E-
POWER
55-
SANITARY SEWER
SO
STORM DRAIN
-G-
--9-
GAS LINE
5S 5T3716' EE
S Si32 ' E
101.3Y
101.35
0 PROPERTY ONE
- %%-
-0-0-
FENCE
BUILDING
GUARD RAIL
-w-
ROW SIGN (DOUBLE SIDE)
PEDESTRIAN CRL3SING SON (W11-2)
-r
STOP SON (R1-1)
T
-fT
A.D.A.SIGN
T
OUTER(R/MERCA
SIGNS NOTED)
+
STE LIGHT POLE
0
IS
MANHOLE
'II.
MA
POWER POLE
w
FIRE HYDRANT
D4
N
VALVE
®
TYPE A YARD INLET C.B.
TYPE B DROP/GRATE INLET CB.
0 STORM MH
®
TYPE C STORM DRAIN MH.
❑ CBM
TYPE D CURB INLET CB.
I"V
n
CONCRETE HEADWALL
EDGE OF CONSTRUCTION LINE
- - - - -124-
- - - - -
EXISTING CONTOUR
---------- 410-
FINISHED CONTOUR
+ 103.25
+ 103.25
SPOT ELEVATION
EROSION
AND
SEDIMENTATION
G
CONTROL END
■ - - . - -
LIMITS OF DISTURBANCE
CE
CONSTRUCTION EXIT
CD
STONE CHECK DAM
0 0 0
C
EROSION CONTROL BLANKET
o°°°°
PERMANENT VEGETATION
ISPOND
EMERGENCY SPILLWAY
O
8SILT
FENCE INLET PROTECTION
LS
RIP -RAP LEVEL SPREADER
0RIPRAP
OP1
APRON
OUTLET PROTECTION
STONE CHECK DAM AROUND
OUTLET STRUCTURE
x
SF
SINGLE ROW OF SILT FENCING
SF
DOUBLE ROW OF SILT FENCING
0 e
NOTE: REFER TO PLAN SHEETS CV-7, CV-8,
AND CV-9 FOR EROSION AND
SEDIMENTATION CONTROL DETAILS
R F
1 _
N
GRAPHIC SCALE //)
C)6-4 R-411
( IN FEET )
1 inch = 100 ft.
GRADING PLAN
0
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DRAWN
J.C.S.
CHECKED
PROJECT DATE
OS/18/04
SCALE
1" ■ 100'
JOB No.
2 4 0 0 7 S
Plot Dato
07H0/05
SHEET
CV-z
SHEET
10 OF 20
SHEETS
REVISED: 08/2WO6
240078-WMM.dwg

r_1
19
C
D
E
F
G
OWNED BY OTHERS
TWIN 18"CMP
NOT INSTALLED FROM
CATCH BASIN AS OFF
r, • rl nr CI ID\/CV
J T E B L V D .�sZ\�,
PF­1/2`
2 i92— JREBAR
EN
N�
n \
EXISTING-
***CAUTION***
N-C. ONE CALL: UTILITY LOCATOR SERVICE
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1-800-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
2
3
M
5 1 6 1 7
l
C
11
26
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1
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US HWY 17 (OMAN "Y•)
!
E OR -
TowHE tfK / SITE/
^CST 04
re
Location Map
foyette County ITphWay Map Scab: 1' 3 Miles
NeW Hawn 0lstrict 75' Series USGS Quadrangle Maps
EXISTING
NEW
GO`4 i TE
_. ._..
CONCRETE CURB
LIGHT DUTY ASPHALT PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
RETAINING WALL
-W-
-W-
WATER LINE & FIRE LINE
�T
SIT—
UNDERGROUND TELEPHONE
—E
—E—
POWER
SS
SANITARY SEWER
— RD
STORM DRAIN
G
—0—
GAS LINE
O S B7324C E
S SiTIO
PROPERTY LINE
101.35
01.35
—X x—
—o—o—
FENCE
BUILDING
GUARD RAIL
_17
ROW SIGN (DOUBLE SIDE)
1111-
PEDESTRIAN CROSSING SIGN (W11-
T
STOP SIGN (RI-1)
T
-6-
A.D.A.SIGN
ROOTER( /LIE 1) SIGN NO D
O$O
SITE LIGHT POLE
®
MANHOLE
Im
43f
POWER POLE
FIRE HYDRANT
w
DQ
W
N
VALVE
®
TYPE A YARD INLET C.B.
TYPE B DROP/GRATE INLET C.R.
0 STORM MH
®
TYPE C STORM DRAIN MH.
❑ ORDI
TYPE D CURB INLET C.B.
/"t
n
CONCRETE HEADWALL
EDGE OF CONSTRUCTION LINE
- — — — -124—
— — — — —
EXISTING CONTOUR
--------- I10—
FINISHED CONTOUR
+ 103.25
+ 10125
SPOT ELEVATION
LKU5IUN
ANU
SLUIMLN I A I IUN
CONTROLS LEGEND
e m m m m m m m■
LIMITS OF DISTURBANCE
CE
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ES
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SINGLE ROW OF SILT FENCING
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SEDIMENTATION CONTROL DETAILS
FOUNDATION SUBSURFACE PREPARATION
WAL-MART SUPERCENTER
FEBRUARY 3, 2005
UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR SPECIFICATIONS, THE
LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO BE THAT PORTION OF THE SITE
DIRECTLY BENEATH AND 10 FEET BEYOND THE BUILDING AND APPURTENANCES. APPURTENANCES
!I
ARE THOSE ITEMS ATTACHED TO THE BUILDING PROPER (REFER TO DRAWING SHEET SPI),
TYPICALLY INCLUDING, BUT NOT LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTER,
PORCHES, RAMPS, STOOPS, TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE
CENTER, COMPACTOR PAD, ETC. THE SUB -BASE, AND THE VAPOR BARRIER, WHEN REQUIRED, DO
NOT EXTEND BEYOND THE LIMITS OF THE ACTUAL BUILDING AND APPURTENANCES.
ESTABLISH THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR ELEVATION
TO ALLOW FOR A 4-INCH SLAB OR AT 11.5 INCHES BELOW THE FINISHED FLOOR ELEVATION TO
FOR A 5.5-INCH SLAB AND 6-INCH SUBBASE. THE SUBBASE SHALL CONSIST OF 4INCHES OF
IIIALLOW
COARSE AGGREGATE MELTING THE REQUIREMENT OF NCDOT SIZE NO. 57 OR 67 COVERED WITH 2
u INCHES OF FINE AGGREGATE MEETING THE GRADITION REQUIREMENTS OF THE NO. 10 SIZE AS
DEFINED BY ASTM D 448 WITH 6 TO 12 PERCENT PASSING THE NO.200 SIEVE AND WITH LESS THAN 3
PERCENT CLAY AND /OR FRIABLE PARTICLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING ACCURATE MEASUREMENTS OF ALL CUT AND FILL DEPTHS REQUIRED.
EXISTING FOUNDATIONS, SLABS, PAVEMENTS AND BELOW -GRADE STRUCTURES SHALL BE = -
REMOVED FROM THE BUILDING AREA. REMOVE SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS,
, eGANIC MATERIAL, EXISTING FILL, CULTIVATED SOILS AND SOFT OR OTHERWISE UNSUITABLE --
MATERIAL FROM THE BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE
UNSUITABLE AREAS WITH SUITABLE MATERIAL. SUBGRADE MATERIAL SHALL BE FREE OF ORGANIC "
G
AND OTHER DELETERIOUS MATERIALS AND SHALL MEET THE FOLLOWING REQUIREMENTS:
LOCATION WITH RESPECT TO FINAL GRADE P.I. L.L.
BUILDING AREA, BELOW UPPER 4 FEET 35 MAX 75 MAX _,'i
BUILDING AREA, UPPER 4 FEET 20 MAX 50 MAX
0
//
SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8 INCHES Ii�T'I'iiICKNESS
AND COMPACTED TO AT LEAST 98 PERCENT OF THE SOIL'S STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) AT A MOISTURE CONTENT WITHIN 3 PERCENT BELOW TO 3 PERCENT ABOVE
THE OPTIMUM.
THE FOUNDATION SYSTEM SHALL BE PILE -SUPPORTED, ISOLATED PILE CAPS AT COLUMNS AND
PILE -SUPPORTED CONTINUOUS GRADE BEAMS AT THE WALLS.
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK
SPECIFICATION. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE
PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC
INFORMATION NOT COVERED IN THIS PREPARATION. ADDITIONAL RECOMMENDATIONS MAY ALSO
BE FOUND IN THE GEOTECIMCAL REPORT PREPARED BY S&ME, INC. DATED FEBRUARY 3, 2005.
(GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION
SPECIFICATION.)
GRAPHIC SCALE
( IN FEET )
I inch - 50 ft
DRAWN
J.C.S.
CHECKED
PROJECT DATE
08H8/04
SCALE
1" ■ 40'
JOB No.
2 4 0 0 7 8
Plot Dato
07110108
SHEET
cV
zA
SHEET 11 OF 20 SHEETS
REVISED: 08/26/05
240078-WMM.dwg

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SCALE:
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0+00 0+50 1+00 1+50 2+00
ORIGINAL GRADING PL.J N
SCALE:
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=10'
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ORIGINAL GRADING PLAN -W� NEW ROAD
SCALE:
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VERTICAL: 1 "=1.1
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8
REVISED GRADING PLAN
SCALE:
HORIZONTAL: 1"=50'
0+00 0+50 1+00 *.41-703 2+00
REVISED GRADING PLAN
SCALE:
HORIZONTAL: 1 "=50'
VERTICAL: 1 "=10'
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CHECKED
PROJECT DATE
OV06/OS
SCALE
1" ■ 100'
JOB No.
2 4 0 0 7 S
Plot Dais
871110105
SHEET
x s — 1
SHEET 4 OF 20 SHEETS

1
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL11 & N5 REINFORCING BARS TO HAVF,
1-1/z COVER, LARGER SIZES TO HAVE 2 COVER.
3. SEE GRADING AND DRAINAGE PLAN FOR
PIPE SIZES LOCATIONS AND FLOW LINES.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF
THE INLET. CONNECTION SHALL NOT BE MADE AT
THE CORNERS OF THE INLET.
5. ALL REINFORCING BARS TO BE GRADE 60.
6" DIA.
CORNER.
(TY
A
B
m1
FR.
LID
RETE
COMPACTED
SECTION "A" -"A„ SUBGRADE
BAR O CL OF COL
C` �GUTTER DEPRESSION
NORMAL GUTTER 1
aOMN
"K•BAR O 12"-/`
/4 BI
2
90'
CORNER BARS - SAME SIZE AND
SPACING AS HORIZONTAL BARS
PLAN
1�����■1
M■■■,1
Nunn!
ELEVATION
AREA INLET
N.T.S.
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4' CHAMFER
2. ALL gg & R REINFORCING BARS TO HAVE•
1-1 COVER, LARGER SIZES TO HAVE 2 COVER.
3. SEE GRADING AND DRAINAGE PLAN FOR
PIPE SIZES, LOCATIONS, AND FLOW LINES.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES
OF THE INLET. CONNECTION SHALL NOT BE
MADE AT CORNERS F INLET.
5. ALL REINFORCING BARS TO BE GRADE 60.
O 3"
r/4 BAR gq�
NEENAH R-1737 ^A^
(LIGHT DUTY)
NEENAH R-1960
(HEAVY DUTY)
-6" OR -
"B 7
CORNER COLUMN(TYP.)-y
3
DO,
p4 REINF. BAR 0
"L" BAR CORNER BAR
REINFORCEMENT SCHEDULE, BASE
SECTION
"A' 4's O 8" E.W.
B. p6's O 6" E.W.
TABLE OF 'W DIMENSIONS
PIPE
SIZE SKEW OF CROSS DRAIN
SINGLE STRAIGHT 30• 45•
24' 4'-0' 4'-0" 4'-10"
30" _ 4'-0' 4'-7^ 5'-B'
36" 4'-0' 5'-3" 6'-5.
42"--- 5'-3" 5'-11" 7'-3-
48" 5'-10" 8'-7'
60 7 -0 7- 9'-8
DOUBLE FOR "A" SECTION ONLY
24".. '/'-0" T-10" 9'-5"
30" 8'-2• 1 9'-2" 11'-0"
36" 9'-4" 1 10'-6" 12'-6'
42' 10'-6" 11'-10" 14'-,.
_
48" 11'-8' 1 13'-2" 15'-10"
REINFORCEMENT
SCHEDULE,
WALLS
SECTION
WIDTH ("W")
HOR.
VENT.
4'
's O 9'
's O 10"
BETWEEN 4' & 7'
_
"6's O 9"
's O 10"
"A"
GREATER THAN 7'
's O 10"
's O 10"
BETWEEN 4& 7 - r s 0 9-
TABLE OF "T" & "N" DIMENSIONS
SECTION
WIDTH ("W) "T
"N•
I "D"
,A"
BETWEEN 4' & 7' 6' + P+PE THICKNESS
8"
6"
GREATER THAN 7 B" + FIPE THICKNESS
8"
.8.
6' +PIPE THICKNESS
e'
e"
BETWEEN 4' & 7' 6" + PIPE THICKNESS
10"
8"
REINFORCEMENT SCHEDULE, TOP
DIMENSIONS
STEEL
SPECIAL PATTERN
W1 - 7' OR LESS
/4's O 8 E.W.
DIAGONAL O COVER
W2 = 7' OR LESS
's O B E.W.
DIAGONAL O COVER
W1 = 7 OR LESS
p4's O 8" '. W.
DIAGONAL O COVER
W2 - 7' OR GREATER
IL'41S O G'_C.W.
DIAGONAL O COVER
W1 = 7' OR GREATER
44s O 6" E.W.
DIAGONAL O COVER
W2 = 7' OR GREATER
im.. O 6" E.W..
DIAGONAL O COVER-
EXPANSION JOINT
.A"
^B^
EXPANSION JOINT
"J" BAR O 16"
EL&
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TOP CURB
L4 05 �s
TOP CURB
A 7 R
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D
P R T
BOTTOM CURB
BOTTOM CURB
3500 PSI P.C. CONCRETE
SECTION "A" 'A" p'4'N'p'p, COMPACT SUBGRADE ELEVATION
TO 90% STD.
PROCTOR
MODIFIED CURB INLET r�
N.T.S.
W�4 REINF. BAR
<� j4 REINF. BAR
"G".LIAR /"JJ""-BAR
/4 REINF. BAR L
K BAR /4 REINF. BAR
"L" BAR
4
NEENAH
GRATE
W/
ANGLE
FRAME
(HEAVY
DUTY)
2'-0" 1
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UNDISTURB
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COMPACTEI
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REINFORCED CONCRETE PIPE (RCP)
AND SPIRAL RIB PIPE
SMALLER THAN 60"0
BARS - SAME SIZE AND
AS HORIZONTAL BARS
ij�-�L \l0'
'ORNER B
5
LLLVF
GRATE INLET
N.T.S.
12"MIN.I O.D. 12 MIN
N.T.S.
GENERAL
N.T.S.
NOTES
1. BEDDING SHALL BE CLASS I -A WORKED BY
6. FINAL BACKFlLL NOT UNDER PAVED AREAS CAN
HAND. IF GROUNDWATER IS ANTICIPATED,
BE CLASS IV -A COMPACTED TO 95% STANDARD
THEN BEDDING SHALL BE CLASS I-B
PROCTOR.
COMPACTED TO 85% STANDARD PROCTOR.
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
WITH ASTM D 2321-LATEST EDITION.
2. HAUNCHING SHALL BE WORKED AROUND THE PIPE
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
8. ALL MATERIALS SHALL BE INSTALLED IN
I -A OR CLASS I-B OR CLASS II COMPACTED TO
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
85% PROCTOR.
WITH ASTM D 698. CLASS It AND IV -A
MATERIALS SHALL BE COMPACTED NEAR
3. INITIAL BACKFlLL SHALL BE CLASS I -A
OPTIMUM MOISTURE CONTENT.
WORKED BY HAND. OR CLASS 1-8 OR CLASS It
COMPACTED TO 85% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
FREE OF DEBRIS ORGANICS AND ROCKS
4. INITIAL BACKFlLL NOT UNDER PAVED AREAS
LARGER THAN 3".
CAN BE CLASS III COMPACTED TO 90%
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED, BRACED, OR OTHERWISE
5. FINAL BACKFlLL SHALL BE CLASS I. II, OR
SUPPORTED IN COMPLIANCE WITH OSHA
III COMPACTED AS NOTED IN NOTES 3. AND 4.
REGULATIONS AND LOCAL ORDINANCES. (SEE
SPECIFICATIONS)
STORM SEWER
TRENCH AND
BEDDING r�
N.T.S.
1
ML-YNrr sUtoMo MIAL
P.C. CONCRETE
WELDED WIRE FABRIC
6x6- W2.1 XW2.1
COMPACTED SUBGRADE
SECTION A -A
3'-0'
CURB g
1/2" EXPANSION
JOINT MATERIAL
.. ..
.r A . .. ....:... s
PLAN ..' g: •.'.. .. ',
CONCRETE FLUME
MTC
SECTION B-B
6
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL }4 & #5 REINFORCING BARS TO HAVE
1-1 2" COVER, LARGER SIZES TO HAVE 2" COVER.
3. SEE GRADING AND DRAINAGE PLAN FOR
PIPE SIZES, LOCATIONS, AND FLOW LINES.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES
OF THE INLET. CONNECTION SHALL NOT BE
MADE AT CORNERS OF INLET.
5. ALL REINFORCING BARS TO BE GRADE 60.
Of
uo
V w
Do
O
U
7
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL N4 & R REINFORCING BARS TO HAVF,
1-1 /2 COVER, LARGER SIZES TO HAVE 2 COVER.
3. SEE GRADING AND DRAINAGE PLAN FOR
PIPE SIZES, LOCATIONS, AND FLOW LINES.
4. PIPES SHALL CONNECT TO THE ENDS OR SIDES
MADE THE INLET. OF BOX. SHALL NOT BE
5. ALL REINFORCING BARS TO BE GRADE 60.
iM1
"N"
0
I
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n
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EXTERIOR FACE OF WALL
METAL DOWNSPOUT
EXTEND DOWNSPOUT
THROUGH CAP
SCHEDULE 40 PVC CAP
LOOSE FIT (NO ADHESIVE)
CUT TO FIT DOWNSPOUT
SCHEDULE 40 PVC PIPE
RE: SCHEDULE FOR SIZE
REDUCER FITTING
100'- o"
FINISH FLOOR
FINISHED GRADE
FOUNDATION LINE
SCHEDULE
DOWNSPOUT
PVC PIPE
WITH BELL
FITTING
4'1 or 6"
12"
DIA.
5'1
12"
DIA.
8'1
12"
DIA.
9"x9"
15"
DIA.
10"x10"
15"
DIA.
EXTERIOR
DOWNSPOUT COLLECTOR
N.T.S.
BACKFlLL COMPACTED
PER SPECIFICATIONS
FILTER/DRAINAGE
FABRIC PER SITEWORK
SPECIFICATIONS
PERFORATED CORRUGATED
POLYETHYLENE PIPE PER
AASHTO-252. SEE GRADING
PLAN FOR PIPE FLOWLINE,
SIZE, LENGTH AND SLOPE.
SIZE, LENGTH AND SLOPE.
CLEAN STONE AS SPECIFIED
BY STATE AND LOCAL
SPECIFICATIONS OR
3,(4• (MIN.) PLACED IN
8 LIFTS AND COMPACTED
PER SPECIFICATIONS
FRENCH DRAIN -
ure
GRAY ENGINEERING NOTES
GENERAL NOTES - SITEWORK
1. TOPOGRAPHIC AND BOUNDARY SURVEY BY FREELAND & ASSOCIATES, INC., STONE AVE.,
15. THE CLASSIFICATION OF SOILS INCLUDE MPSOIL, FILL MATERIAL, UNSUITABLE
27. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE, 4" THICK
41. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EASEMENTS ON THE SITE
GREENVILLE, SC 29604.
MATERIAL, ROCK EXCAVATION IS THE RESPONSIBILITY OF THE OWNERS SOIL TESTING FIRM.
NON -REINFORCED WITH JOINTS AS SHOWN ON DETAILS.
BEFORE PROCEEDING WITH CONSTRUCTION.
- 2. CONTRACTOR S A Y OCA 0 A INVERT 0 A
THESHALL VERIFY THE LOCATION AND NVE T F LL
6. A A A SHALL BE FROM A SOURCE APPROVED BY THE TESTING COMPANY
1 LL FILL MATERIAL L
28. ALL AREAS NOT COVERED BY BUILDINGS AND PAVEMENT SHALL RECEIVE TOPSOIL AND
42. ALL CORRUGATED PLASTIC PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M-294
UNDERGROUND UTILITIES AND VERIFY PROPERTY CORNERS AND TOPO BEFORE ANY
00 ORGANICS AND BOULDERS LARGER THAN SIX INCHES IN
AND SHALL BE FREE OF ROOTS,BE
GRASSED IN ACCORDANCE WITH OWNER'S SPECIFICATIONS.
TYPES SHA:.L BE SMOOTH INTERIOR MATH ANNULAR CORRUGATED EXTERIOR. HI -Q
S BEGUN. CA U COMPANIES FORE EXCAVATED O LOCATE A
CONSTRUCTION I N LL UTILITY I BE N T L TE ALL
«,.
DIAMETER. FILL SHALL BE PLACED IN 8 LIFTS AND COMPACTED AS SPECIFIED.
SURE -LOCK 10.8 PIPE ADS N-12 OR APPROVED EQUAL. ALL JOINTS SHALL BE BELL
Q
BURIED CABLES AND UNDERGROUND UTILITIES.
29. CONCRETE CURB AND GUTTER SHALL BE 18" WIDE WITH 6" CURB CONSTRUCTED WITH
AND SPIGOT -,ND SHALL MEET THE REQUIREMENTS OF AASHTO M-294, SHALL BE
17. ALL EXISTING SLOPES STEEPER THAN 4:1 THAT WILL RECEIVE FILL SHALL BE PLOWED
4,000 PSI CONCRETE WITH EXPANSION JOINTS AND CONTRACTION JOINTS INSTALLED TO
WATERTIGHT MEETING THE REQUIREMENTS OF ASTM D 3212. THE GASKETS SHALL BE
Q
3. THE CONTRACTOR SHOULD NOTIFY THE ENGINEERS FOR A REVIEW SHOULD
AND SCARIFIED SO NEW FILL WILL BOND WIT I EXISTING SURFACE.
COMPLY WITH NCDOT STANDARD SPECIFICATION FOR MATERIALS AND CONSTRUCTION OF
MADE OF RUDBER MEETING THE REQUIREMENTS OF ASTM F 477. INSTALLATION SHALL
DISCREPANCIES BE DISCOVERED AT THE SITE OR ON THE DRAWINGS.
CURB AND GUTTER.
CONFORM TO AASSTHO M-294, ASTM D-2321, AND MANUFACTURERS INSTALLATION
18. THE GRADING CONTRACTOR SHALL CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN
PROCEDURES.
4. ALL REFERENCE TO SPECIFICATIONS FOR HIGHWAY CONSTRUCTION OR MATERIALS ARE
E
A D SURFACE
WITHIN A TOLERANCE PLUS 0.N FEET. FINAL GRADE UNDER
30. THE GRADING CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDING
MADE FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARD
BUILDING SLABS SHALL BE WITHIN A TOLERANCE OF 3/8" WHEN MEASURED MATH A 10'
L IN TOLERANCE
AT ALL TIMES. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY
43 ALL CO?.TUGATED STEEL PIPE SHALL BE GALVANIZED AND BITUMINOUS COATED
SPECIFICATION, LATEST EDITION.
STRAIGHT EDGE.
AREAS THAT MAY NOT DRAIN PROPERLY DURING CONSTRUCTION.
INSIDE AND OUT MEETING AASHTO M-36 AND M-190, 16 GAUGE FOR SIZES 24" SMALLER
AND 14 GAUGE FOR SIZES 30" AND LARGER. ALL CONNECTIONS SHALL BE MADE USING
5. ALL DIMENSIONS SHOWN ARE MEASURED FROM OUTSIDE FACE OF BUILDING WALL AND
19, ALL ROADS AND PARKING LOTS SHALL HAVE A MINUMUM 4'-0" WIDE GRASSED
31. GRADING CONTRACTOR SHALL INCLUDE IN COST ALL CUT/FILL NECESSARY FOR
HUGGER BAN;; WITH 0-RING GASKETS. OR ALL CORRUGATED STEEL PIPE SHALL BE TYPE
TO FACE OF CURB LINE.
SHOULDER WHICH WILL INCLUDE A V-6" SIMP OF SOD ADJACENT TO BACK OF CURB.
EARTHWORK BALANCE. CONTRACTOR SHALL INCLUDE IN COST ALL WETTTNG/DRYING OF
2, ALUMINIZE" STEEL PIPE, MEETING AASHTO M-274, 16 GAUGE FOR SIZES 24" AND
SOILS NECESSARY TO ACHIEVE COMPACTION PER SPECIFICATIONS.
SMALLER AND 14 GAUGE FOR SIZES 30" AND LARGER. ALL CONNECTIONS SHALL BE
6. EARTHWORK SHALL BE TO THE LINES AND GRADES SHOWN. PROOF -ROLLING AND
20. ALL REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III, UNLESS NOTED ON
HUGGER BAND WITH 0-RING GASKETS.
COMPACTION TEST SHALL BE ACCOMPLISHED IN THE FIELD TO TEST ALL AREAS. THE
F
DRAWINGS WITH BELL & SPIGOT ENDS AND SHALL CONFORM TO ALL REQUIREMENTS OF
32. THE SEQUENCE OF WORK SHALL CONFORM TO THE EROSION CONTROL NARRATIVE.
OWNER SHALL RETAIN THE SERVICES A TESTING COMPANY TO TEST ALL AREAS.
ASTM C 76 LATEST EDITION INSTALLED WITH FLEXIBLE PLASTIC (BITUMEN) GASKETS AT
7. CONTRACTOR SHALL PROTECT ALL TREES THAT ARE TO REMAIN AS SHOWN ON THE ALL JOINTS. GASKETS SHALL COMPLY WITH ,4ASHTO M-198 751. TYPE B, AND SHALL BE 33. THE CONTRACTOR SHALL CONSTRUCT THE DETENTION POND TO ACT AS A
DRAWINGS. INSTALLED IN STRICT ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. SEDIMENT POND BEFORE OTHER SITE GRADING AND SITEWORK IS BEGUN. THE DETENTION
POND AND SEDIMENT CONTROL DURING CONSTRUCTION SHALL COMPLY WITH ALL LOCAL
8. THE GRADING CONTRACTOR SHALL PROOF -ROLL THE CONSTRUCTION AREA WITH A 21. ALL SANITARY SEWER WORK SHALL BE CONSTRUCTED TO LINES AND GRADES SHOWN CODES AND REGULATIONS. AFTER ALL SITEWORK IS COMPLETED AND GRASSING
FULLY -LOADED TANDEM-AXEL DUMP TRUCK, OR APPROVED EQUAL, BY MAKING 2 AND AS DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL PROVIDE STANDARD ESTABLISHED, THE GRADING CONTRACTOR SHALL RECONFIGURE THE DETENTION POND
COMPLETE PASSES IN EACH OF 2 PERPENDICULAR DIRECTIONS. ALL SOFT SPOTS SHALL CLEAN -OUTS OR MANHOLES AT ALL BENDS AND CHANGES IN GRADE IN SEWER LINES AND CONTROL STRUCTURES AND REMOVE ALL SILT FROM THE POND AND LEGALLY DISPOSE OF
BE UNDERCUT AND RE -COMPACTED WITH SUITABLE STRUCTURAL FILL MATERIAL. CONNECTIONS TO EXISTING SEWER LINES. PIPE BEDDING AND BACKFlLL SHALL BE ALL SILT OFF -SITE AT NO ADDITIONAL COST TO THE OWNER.
CAREFULLY CONTROLLED. ALL SANITARY SEWER WORK SHALL COMPLY WITH LOCAL CODES
9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AND ORDINANCES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING WITH THE 34. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR
OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING LOCAL AND STATE SEWER APPROVAL AUTHORITIES TO INSURE THAT ALL MATERIALS, TO PROVIDE TO THE OWNER'S REPRESENTATIVE AN AS -BUILT TOPOGRAPHIC MAP DEPICTING
PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND WILL INSTALLATION, TESTING, AND AS -BUILT DRAWING REQUIREMENTS WILL BE TO THE ALL GRADES, ALIGNMENTS, AND STRUCTURAL INFORMATION INVOLVED IN THE DETENTION
NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER TO CONDUCT SATISFACTION OF THE LOCAL AND STATE AUTHORITIES. POND.
CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO 22. ALL WATER LINES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. ALL PIPES, 35. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE WHEN
INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN ON OR
NEAR THE CONSTRUCTION SITE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
VALVES, AND FITTINGS SHALL COMPLY WITH AWWA STANDARDS, ALL LOCAL AND STATE
INSTRUCTIONS FROM REGULATORY AGENCIES ARE RECEIVED AND COMPLY WITH
CODES AND ORDINANCES. PIPE BEDDING AND BACKFlLL SHALL BE CAREFULLY
INSTRUCTIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE.
AND MAINTAINING ALL BARRICADES, WARNING SIGNS, FLASHING LIGHTS, AND TRAFFIC
CONTROLLED. WATER LINES SHALL BE PRESSURE TESTED, AND DISINFECTED AS REQUIRED.
CONTROL DEVICES DURING CONSTRUCTION. THE CONTRACTOR IS TO COMPLY WITH ALL
ALL NECESSARY AS-BUILTS SHALL BE ACCOMPLISHED TO THE SATISFACTION OF THE
36. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONSTRUCTION
OSHA REGULATIONS, REQUIREMENTS, AND SAFETY MEETING REQUIREMENTS.
LOCAL AUTHORITY.
DOCUMENTS AND SHALL AT ONCE REPORT TO THE ENGINEER ANY INCONSISTENCIES OR
OMISSIONS DISCOVERED. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS TO VERIFY
10. ALL NEW ELEVATIONS SHOWN ARE FINISH GRADE ELEVATION. THE GRADING
23. ALL UTILITY TRENCHES SHALL BE THOROUGHLY COMPACTED AND TESTED TO PREVENT
THAT ALL LOCATIONS ARE CORRECT PRIOR TO COMMENCING CONSTRUCTION.
CONTRACTOR SHALL DEDUCT THE FOLLOWING FOR SUBGRADE ELEVATION: BUILDING FLOOR
SETTLEMENT AND DAMAGE TO FUTURE PAVEMENT AND STRUCTURES.
- SEE ARCHITECTURAL PLANS; HEAVY DUTY ASPHALT PAVEMENT - 12.5% LIGHT DUTY
37. THE CONTRACTOR SHALL NOT PERFORM ANY WORK ON ANY UTILITIES OR IN ANY
ASPHALT PAVEMENT - 11.5"; HEAVY DUTY CONCRETE PAVEMENT - 11"; LIGHT DUTY
24. ASPHALT PAVING FOR LIGHT DUTY AREAS SHALL BE CONSTRUCTED ON A PREPARED
PUBLIC RIGHT-OF-WAYS UNTIL HE HAS OBTAINED COPIES OF ALL NECESSARY
CONCRETE PAVEMENT - 91 SIDEWALKS - e; TURF AREA - 4".
AND WELL -DRAINED SUBGRADE COMPACTED AS SPECIFIED. THE BASE COURSE SHALL BE
ENCROACHMENT AND CONSTRUCTION PERMITS.
CONSTRUCTED WITH 8.5" COMPACTED THICKNESS GRADED AGGREGATE BASE, AND THE
11. THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION THAT INTERFERE WITH
SURFACE COURSE SHALL BE 3.0" COMPACTED THICKNESS ASPHALT CONCRETE IN TWO (2)
38. ROCK EXCAVATION SHALL BE CLASSIFIED AS FOLLOWS:
G NEW CONSTRUCTION. REMOVE DEBRIS FROM SITE OR BURN IN ACCORDANCE WITH LOCAL
1.5" LIFTS. ALL PAVING WORK (MATERIALS AND CONSTRUCTION) SHALL COMPLY WITH STATE
LAWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY BURNING
SPECIFICATIONS.
A. MASSIVE ROCK EXCAVATION - ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A
PERMITS. PROTECT ALL TREES THAT ARE TO REMAIN.
SINGLE TOOTH RIPPER DRAWN BY A CRAWLER TRACTOR HAVING A MINIMUM DRAW BAR
25. ASPHALT PAVEMENT FOR HEAVY DUTY AREAS SHALL BE CONSTRUCTED ON A
RATED AT NOT LESS THAN 53,000 POUNDS (CATERPILLAR D-8 OR EQUIVALENT) AND
12. TOPSOIL SHALL BE STRIPPED TO A DEPTH AS REQUIRED AND STOCKPILED AS
PREPARED AND WELL -DRAINED SUBGRADE COMPACTED AS SPECIFIED. THE BASE COURSE
OCCUPYING AN ORIGINAL VOLUME OF AT LEAST ONE CUBIC YARD OR MORE.
DIRECTED BY THE OWNER'S REPRESENTATIVE.
SHALL BE CONSTRUCTED WITH 11.5" COMPACTED THICKNESS GRADED AGGREGATE BASE,
THE BINDER SHALL BE 2.0", AND THE SURFACE COURSE SHALL BE 2.0" COMPACTED
B. TRENCH EXCAVATION -ANY MATERIAL WHICH CANNOT BE EXCAVATED WITH A POWER
13. ALL FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY BY THE
THICKNESS ASPHALT CONCRETE. ALL PAVING WORK (MATERIALS AND CONSTRUCTION)
SHOVEL HAVING THE CAPACITY OF AT LEAST THAT OF A CATERPILLAR 225 AND
STANDARD PROCTOR METHOD ASTM D-698.
OCCUPYING AN ORIGINAL VOLUME OF AT LEAST 1/2 CUBIC YARD OR MORE.
SHALL COMPLY WITH STATE SPECIFICATIONS.
14. ALL EXCAVATION SHALL BE "CLASSIFIED EXCAVATION". EXCAVATION SHALL BE
«
39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATING ANY EXISTING UTILITIES
"CLASSIFIED" AS 'COMMON EXCAVATION OR "ROCK EXCAVATION". ROCK EXCAVATION
26. CONCRETE TRUCK PAVEMENT SHALL BE CONSTRUCTED WITH 4 COMPACTED
AND ANY OTHER BARRIERS AS NECESSARY FOR SITE CONSTRUCTION INCLUDING ALL
SHALL BE SUCH MATERIAL WHICH CANNOT BE REMOVED BY MEANS OTHER THAN BY
THICKNESS GRADED AGGREGATE BASE AND CONCRETE, 7" THICK FOR HEAVY DUTY
PERMITS AND FEES.
BLASTING OR WITH AN AIR HAMMER. COMMON EXCAVATION SHALL INCLUDE ALL
PAVEMENT AND 5.5" THICK FOR LIGHT DUTY PAVEMENT, REINFORCED WITH 6- X 6" - W2.9
MATERIALS THAT CAN BE RIPPED, BOULDERS, AND ALL OTHER MATERIALS THAT DO NOT
X WI W.W.M. JOINTS SHALL BE CONSTRUCTED AS SHOWN ON DETAILS.
40. THE CONTRACTOR SHALL VERIFY BENCH MARK LOCATION AND ELEVATION WITH
FALL IN THE CATEGORY OF ROCK EXCAVATION AS DEFINED ABOVE.
SURVEYOR BEFORE BEGINNING CONSTRUCTION.
;ONC
8
ARS - SAME SIZE AND
S HORIZONTAL BARS
NEENAH R-1960
(HEAVY DUTY)
PLAN
ELEVATION
JUNCTION BOXY
N.T.S.
S T❑ R M DRAIN SCHEDULE
FROM
TO
LENGTH
(FTJ
PIPE
DIA,
GIN)
SLOPE
%
INVERT ELEVATION
INFLEND
(FT.)
EFFLEND
<FT.)
OUTFALL
#AO
AO
--
--
--
-
--
Al
AO
110
48
O,t:O
16.16
15.50
A2
Al
118
48
0 5;1
16.87
16.16
A3
A2
170
48
0,00
17,89
16,87
A4
A3
123
42
0,50
18 50
17.89
A5
A4
94
36
0,50
18.97
18.50
A6
AS
143
36
0,40
19,55
18,97
A7
A6
34
36
0.33
19.66
19.55
AB
A7
65
24
0,33•
20.20
9.66
A9
A8
6
24
0.33
20.29
20.20
A10
A3
114
24
0.85
18.86
17.89
All
AID
114
24
0.67
19.62
18.86
Al2
All
75
24
0.50
20.50
19,62
A13
A3
120
18
1.00
19.09
17,89
A14
A13
114
15
I.On
20.23
19.09
A15
A4
123
24
0.85
19.55
18.50
A16
A15
116
18
0,85
20.53
19.55
A17
A16
75
18
C,50
20.91
20.53
A18
A4
114
24
0.50
19.07
18.50
A19
A18
117
18
ii:7D
19.66
19.07
A20
A7
165
24
0.50
20.48
19.66
A21
A20
26
24
0,3:3
20.57
20.48
A22
A7
26
24
0.33
19.74
19.66
OUTFALL
#BO
BD
BI
BO
65
24
0'r5
16.62
16.00
B2
B1
194
24
O18_0
18.17
16.62
B3
B2
135
24
055
18.91
18.17
B4
B3
100
24
0.50
19.41
18.91
B5
B4
89
24
G 3u_
19.86
19.41
B6
B5
101
18
075
20.61
19.86
B7
B6
118
15
O,'S
21.50
20.61
❑UTFAU:O
CO
--
--
--
-
--
--
Cl
CO
94
24
065
20.6
20,00
C2
Cl
120
24
0,50
21,21
20,61
C3
C2
160
15
O,SO
22.01
21.21
C4
C2
122
24
O,i'9
22,30
2L21
OUTFALL
#DO
DI
DO
as
18
OUTFALL
#EO
EO
--
--
--
--
--
--
El
EO
36
24
2,50
16.90
16,00
E2
El
181
24
1.15
18.98
16.90
E3
E2
146
18
1,00
20,44
18,98
E4
E3
43
18
1.00
20.87
20.44
OUTFALL
#FO
FO
--
--
--
--
--
--
FI
F❑
41
18
2,50
16,53
15,50
F2
FS
168
18
fl,50
19,05
16,53
F3
F2
104
18
,00
20.09
19.05
OUTFALL
#GO
GO
--
--
--
--
--
--
Gl
GO
70
36
0,50
15,50
15.15
OUTFALL
#HO
HO
--
--
--
--
--
--
HI
HO
14O
36
:1,50
16,00
15,30
1. CALCULATIONS BASED ON ESTIMATED PIPE LENGTHS.
CONTRACTOR SHALL VERIFY =. ; PIPE LENGTHS.
2. PIPE SYSTEM HAS BEEN SI-ED FOR A 10 YEAR
STORM, USING THE RATIONAL METHOD. ALL LENGTHS ARE
APPROXIMATE. CONTRACTOR €S RESPONSIBLE FOR COST
OF PIPING DUE TO FIELD VARIANCES.
3. ALL PIPES SHALL BE REINFORCED CONCRETE PIPE,
CLASS III, UNLESS OTHERWISE NOTED. USE OF PIPE
OTHER THAN RCP IN RIGHT--+ =WAY IS SUBJECT TO
APPROVAL OF STATE D.O.T. UR LOCAL AUTHORITY.
4. ALL CORRUGATED METAL PIPE (CMP) SHALL HAVE
HUGGER BAND CONNECTIONS.
a
90'
S T R U C T U R E
ND,
TYPE
TOP
ELEV.
INLET
WEIR
ELEV.
BTM,
ELEV.
DEPTH
(FT,)
OUTFALL #AO
AO
H.W.
--
--
15.50
--
Al
B
24.50
24.50
16.16
8.34
A2
B
24.30
24.30
16.87
7.43
A3
B
24.00
24.00
17,89
6.11
A4
B
24.30
24,30
18.50
5.80
A5
B
24.30
24.30
18.97
5.33
A6
D
25,40
24.90
19.55
5.86
A7
D
1 25.40
24.90
19.66
5.74
A8
D
26.40
25.90
20.20
1 6.20
A9
A
25,83
25.00
20.29
5.54
A10
B
24.00
24.00
18.86
5.14
All
B
24.00
24.00
19.62
4.38
2
2B
24.00
24.00
20.50
3.51
3
B
24.00
24.00
19.09
4.91
A14
B
24.00
1 24.00
20.23
3.77
A15
B
24.00
24.00
19.55
4.45
16
B
24.00
24.00
20.53
1 3.47
A17
A
24.83
24.00
20.91
3.92
A18
B
24.30
24.30
19.07
5.23
A19
B
24.30
24.30
19.66
4.64
A20
D
26.40
25.90
20,48
5.92
A21
A
1 25.83
25.00
20.57
5.26
A22
A
1 25.83
1 25.00
19.74
6.09
13UTFALL #BO
BO
H.W.
--
--
16.00
--
BI
D
24.00
23.50
16.62
7,38
B2
D
24.30
23.80
1 , 817
6,1 3
B3
D
25.00
24,50
18,91
6,09
B4
D
25.00
24.50
19.41
5.59
B5
D
25.00
24.50
19.86
5.14
B6
B
24.60
24.60
20.61
3.99
B7
B
24,50
24,50
21,50
3,00
OU FALL #CO
CO
H.W.
--
--
20.00
--
Cl
D
24.90
24.40
1 20.61
4.29
C2
D
25.50
25.00
1 21.21
4.29
C3
D
25.50
25.00
1 22.01
3,49
C4
H.W.
--
--
I 22,30
--
OUTFALL #DO
DO
EX, SD
--
--
■■
--
DI
2D
25.00
1 24.50
1■■
■1r
OUTFALL #EO
EO
H.W.
--
--
16.00
--
El
D
24,50
24,00
16.90
7.60
E2
D
24.70
24.20
18.98
5.72
E3
D
24.50
24.00
20.44
4.06
E4
C
1 25,40
--
20,87
4,53
OUTFALL #FO
FO
H,W,
--
--
15,s0
--
FI
C
24,70
--
16,53
8.18
F2
D
23.20
1 22.70
1 19.05
4.16
F3
D1
24,50
1 24,00
1 20,09
4,42
OUTFAL #GO
GO
H,W,
--
--
15,15
--
GI
O.S.
--
--
15.50
--
13 LL #HO
HO
H.W.
1
15.30
--
H1
I O,S,
1
16.00
--
STORM
DRAIN INLETS
"A" -
AREA INLET
"B" -
GRATE INLET
"C" C -JUNCTION
BOX
"Do
D -MODIFIED
CURB INLET
E.D. -
ENERGY DISSIPATOR
H.W.-
CONC. HEADWALL
O.S. -
OUTLET STRUCTURE
CONTRACTOR TO VERIFY
EXISTING INLET AND COORDINATE
CONNCETION OF NEW STORM
DRAINAGE WITH ENGINEER
To 3/6
Z
O
(n
I-
W
N
�
O
m
a
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DRAWN
K.M.Y.
CHECKED
PROJECT DATE
02/24005
SCALE
AS NOTED
JOB Me.
2
4 0 0 7 8
D
Plot Dale
041221
SHEET
CV-
7
SHEET
10 OF 80
SHEETB
240078-Details-CV-7,8,9.DW G
nmvieeu1 uafEaruo

1 2 3 4 5 6 7 g g
2'
NOTES:
1. REMOVE ANY EXISTING VEGETATION AND ZO W
4,5' MIN. SCARIFY OR BENCH ADJACENT SOILS
PRIOR TO PLACING BERM. STRUCTURE NO. DIA L W-1 W-2 T D50 C.Y. N>> 0
2. BERM MATERIALS MUST BE ADEQUATELY; "' �' 4.• W
COMPACTED AND STABILIZED. OUTLET �•••'1 r n
COMPACTED DIM. (FT.) • "%';�.•• 1 , . AO 48n 20' 12.0 44.0 15" 6 24 m
BO 24" 15' 6.0' 12.0' 15" 6" 6 A 6• ( / o
` u' 3 WOVEN N1RE FENCE MIN. 14-1 2 GAUGE,
raMIN. S A MAX. 6' MESH SPACI C
IOCi N N) W
i• A E C-C 1:.{5'A{J{VA{::.:'SlS..................:::::. D
• OVERLAND
.z{m.:ri.......Y:.........:Y:........................... FLOW p• BY L In
....................................................................
��� , CO 24" 10' 6.0' 10.0' 15" 6" 4 �� REOUIREM£IlTS ` N
...: 'I..• 5 NAX C
2"
�-f EO, FO 18" 10' 4.5' 8.5' 15" 6" 4 c'
WIRE MESH OR S.F. MATERIAL }m
.-6. 54" MIN. FENCE POSTS,
6. MAINTAIN ACCESS TO COVER A r DRIVEN MIN. 12" INTO
FOR INSPECTION GROUND. Q �\0
GRAVEL TREATED WATER i`
® TEMPORARY DIVERSION DIKE RUNOFF WATER-\ CURB INLET <�
N.T.S. DD L�''�� - �L_J)� z a
EDIMENT O COMPACTED BACKFILL GEOTEXTILE
B • • •• O O 0000000 RIP RAP WITH ;g OVER N1RE FENCE
Dill=[ T 10 WAL-MART STANDARD DETAIL '" •i ,r'*; PIPE 0000000000000 FILTER CLOTH /'��
ENERdY dsswAidd SCJ�LILE 0000000000000
5; :: o 0 0 0 0 0
FLOW
0 0 0 0 0 0
•'•':: O O O O O O O
I
V
0 0 0
3"
s ln.
O o O
v Orlflce Orifice R R RI a T Elev. of Level TRAP D R O O O O O O i'I" O PIP IP P P P Top 1•'':'
I�
CONCRETE GUTTE • !
0 0 0 0 0 0 5H
A N
4 5
Elev. fL Size h. Elev. ft. D50 (in.) Thk. In. reader k. • ::�� �•' O O O O O O O W F
® ) ) ) ( ) ( ) SP ( ) O O
O O O O
POND /1 15.15 9 15.15 9 14 17.0 t2' O O 00000 � ,
5
HEADWALL OO
0
15.30 9 5.30 9 OR END 0 PIPE,
POND /2 1 14 17.0
SPECIFIC APPLICATION S ( cnoN A -A
SEE PLANS SECTION
SE
W
0 "`;:;:;i:`j;:yjii:;i:y: 'ri"i:i�i'•p''i'riit�iii.`• F1-
THIS METHOD OF INLET PROTECTION T APPLICABLE AT CURB INLETS
<
WHERE POENCE IN OF E STRUCTURE
FRONT THE TR TORE IS NOT LIKELY TO CAUSE
ELEVATION
INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED
L
5 AREA .
LEVEL SPREADER
■
GRAVEL SHALL BE 2'-3' CLEAN ST
ONE
TONE
DIMENSIONS SHOWN ON PLAN ARE 'L' x 'Wr x'Y f ,
ODOOO�o 0 � Y
O?� Oo�O O O O OO OO O RIP -RAP SHALL BE THREE TIMES THE PIPE DIAMETER
O)O O O AT THE PIPE EXIT. FILTER FABRIC WILL BE UNDER WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE,
c. 8 GRAVEL CURB INLET ALL RIP -RAP. MAX. MESH SPACING) WITH GEOTEXTILE COVER
1. PREPARE SOIL BEFORE INSTALUNG BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6• DEEP X 6" WIDE TRENCH OOQO OQOO SEDIMENT FILTER w
WITH APPROXIMATELY 12' OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE IP5 POSTS: STEEL EITHER T OR U TYPE AI
B BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. O O D50 = Sin. O U
N.T.S. FENCE: WOVEN WIFE, 14-1/2 GA. 6' MAX. MESH OPENING
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' O THICKNESS = 14 ID. O RIP RAP OUTLET PROTECTION r
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF (^f RR o FABRIC: 1. AMOCO 1196
STAPLES/STAKES SPACED APPROXIMATELY 12' APART ACROSS THE WIDTH OF THE BLANKET. oO `/ O OO N.I.S. in 2. BELTECH 610 Z ;
3. ROLL THE BLANKETS (A,) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL WITH APPROPRIATE SIDE CO OO � OO Oo0 - - -- 3. MIRAFI 130X
FINISH C.2AOE COMPACTED
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES � � � BACI(FILL 4. LING GTF 190
IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. \ O "' 5. SI 915 SC O w
I DTaM1eF 1D DTiDIDP GRAY ENGINEERING CONSULTANTS DETAIL FLOW
4. ON EDGES OF PARALLEL BLANKETS MUST BE STAPLED VAT. LACE THE
EDGE
OF T OVERLAP DEPENDING N
,i
IN BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT. PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING IFJ
INSTALLED ON TOP) EVEN NTH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. OOO O �y / � OO A �
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED ENO OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 0 EXCAVATION ■ EXTEND 1WRE FENCE A O
3'OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12'APART ACROSS ENTIRE n O O , O O O NOTE: OUTLET SHOWN ENLARGED UNDISTURBED .. : MIN. OF 2" INTO TRENCH
BLANKET WIDTH. • 5' MIN. FOR CLARITY. t)� GROUND � r
6 'j �\ 4-0 IFICES a s
6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. OOO I ' , 10 BOTTOM OF O OO O (TYP.) FAME GATHER EXCESS " 6' % 6' 40
O O U O 2" % 'MOOD RAME AT CORNERS �EN�/ EMBEDDED GEOTEXTILE FABRIC Z V
NOTES ,, STRUCTURE CROSS BRACE MIN. 6' INTO GROUND
1 IN PROPERLY SECURE CONDITIONS,
THE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO O /-� O O O ^ O N EARTH EMBARKMENT \ W/ 6" LAID ALONG
TRENCH O ■z ►/ O
U �xJ A-A� ti
2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION GO iB' OUTLET ONTO STABILIZED vet• / M
AREA WITH LEVEL SPREADER \ M/
O _ 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES I
2. GEOTEXTILE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY O
O O O O OR /` 3' MIN. DROP GRATE / 24• AT MR AND MID SECTION.
EROSION CONTROL BLANKET _ O F 0 VO / -\ J �.�` 3 THEN TWO: ES ION OFFOLDED.OTE%TILE ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED `
(SLOPE INSTALLATION) o/ c1 J a / / / 4. MAIN E'+ANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL
■_MEN
SHALL 9E REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. 0 .■. Z
N.T.S.
\ Z a �r•' •: ;;:;:';;%,:});•),�;,,, 5. ALL FENCE SHALL INCLUDE WIRE SUPPORT UNLESS INDICATED OTHERWISE `
(SPECIFY HEIGHT) HEIGHT A / W = y
PLAN 2" X 2' STAKE 4 ••• ••• PLAN W Q ` Q D�r
SEE LEVEL SPREADER �I SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT Z S�o O
ANTI -VORTEX DEVICE u
SECTION DETAIL N.T.S.
SEE PLAN VIEW OF DETAILS 2' MIN 1 MIN /R w/, O
C DT-PPS 1 7 WAL-MART STANDARD DETAIL FOR ORIFICE LOCATIONS FABRIC PERFORATED RISER OR SLOTTED p7>�E 1 7 WAL-MART STANDARD DETAIL V Mrl
SLOW RELEASE RISER Z! W W Q w 40
SEE PLAN VIEW FOR WRAPPED IN FILTER FABRIC ti
RIP RAP INFORMATION SMAx I W ,1E.30,w ( W N
INLET FLOW 3 MIN. V' W D�
M pw
NOTE: SILT FENCE WITHOUT WIRE SUPPORT SHOULD BE USED ON A LIMITED BASIS ONLY ALONG e� ■■
D GENERAL RULE FOR , THE plpE PERIMETERS WITH LESS T'-AN 1/4 ACRE DRAINAGE AREA PER 100 LINEAR FEET OF FENCE. w `
RECOMMENDED SPACING BOTTOM OF THE UPSTREAM BERM Di ■■■e� i/'•
WATER FLOW D�(10OH)/Z SHOULD BE AT THE TOP OF THE i
FABRIC EXTENDS 1' MIN.
NEXT DOWNSTREAM BERM. _ v .� 2. SET THE STAKES ALONG THE W O 4 M14
Z�X P '♦ / DOWNSLOPE SIDE OF THE TRENCH. ¢ Mw
H 4 >:...:. ! :.. i'�ne T� - _ ANR-SEEP CpLLgpS �,w �I
' •' • _ '-•" II- SECTION A -A (IF SHOWN IN CONSTRUCTION DRAWINGS) 1. EXCAVATE A 6'XB• TRENCH �/ n w' N m a
USE (1) TINDALL G48-568 III=II III -TILL
PRECAST MANHOLE WITH =1T' r. uF F nL NOTE, 6' MA("
12 CONC. FILL ON BOTTOM. 1. PIPE MATERIAL - CORRUGATED METAL PIPE. PVC. HOPE OR OTHER PLASTIC MATERIAL. i r
r\\ \ 2. FILTER FABRIC (SPECIFY TYPE OF FILTER FABRIC).
GEOTEXTILE LINER 3. DIMENSIONS - (SPECIFY LIMIT OF EXCAVATION AND PIPE DIAMETER ON THIS OR ON THE CONSTRUCTION DRAWINGS.) ) ) 5
CROSS-SECTION 4. RISER PERFORATION OR SLOTS - (SHOW ON THIS DETAIL OR ON THE CONSTRUCTION DRAWINGS.)
5. ALL PIPE CONNECTION SHALL BE WATERTIGHT.
6. FILL MATERIAL AROUND PIPE SHALL BE COMPACTED IN 4 INCHES LIFTS, A MINIMUM OF 2 FEET OF COMPACTED BACKFILL
M,
NOTE, SHALL BE PLACED OVER THE PIPE BEFORE CROSSING IT WITH CONSTRUCTION TRAFFIC. /� 6• 6'
ORIFICES MUST NOT BE LOCATED IN DIRECTION OF FLOW SILT FENCE INLET 7. PONDING OF SEDIMENT LADEN RUNOFF IN SEDIMENT BASIN ACCOMPLISHED BY EMBANKMENT OR EXCAVATION DEPENDING ON /� 6" 6" CIqF z
TERRAIN. (SHOW O1 THIS DETAIL OR REFERENCE CONSTRUCTION DRAWINGS FOR BASIN TYPE AND DIMENSIONS.) g 0-
FROM THE INLET PIPE. PROTECTION B. SIDE SLOPES SHALL BE 2:1 OR FLATTER. �z iE
IP6 s
ENERGY DISSIPATOR ED N.T.S. SEDIMENT BASIN WITH PIPE OUTLET
N.T.S. N.T.S. '�� \\\ �P • pp2
- 2-10 ACRES OF DRAINAGE AREA 3. STAPLE GEOTEXTILE MATERIAL
2 ACRES OR LESS OF DRAINAGE AREA DIlD ,f 7 GRAY ENGINEERING CONSULTANTS DETAIL DllNSF 1 7 WAL-MART STANDARD DETAIL o1Sl0 1 7 WAL-MART STANDARD DETAIL TC STAKES AND EXTEND 12' 4. BACKFILL AND COMPACT
H60 THE TRENCH WITH 6' \ • L�' Og
THE EXCAVATED SOIL O �O
LAID ALONG BOTTOM OF TRENCH
3, 2'-0" OUTLET DIM (FT). `- ! EEO- w
• GRAVEL SHALL BE 2"-3" CLEAN STONE WASHED STONE 8' DIA. RIP -RAF "„1 Xy p,Y Z
D 3' 15" MIN. SURGE STONE) -
FILTER FABRIC RUN SEDIMENT I I 20 20 jY' �� ((r•'\Q �•'
RUNOFF WATER- 3 4" lb 1-1 2' SIZE ( H W 5Y
FILTER FABRIC AVEL (12' MIN. DEPTH) ( / / ) 1.5 2.0 is•'
(DOWNSTREAM VIEW) 1 --ter- 3.0 25i� / O P SEDIMENT T GROUND 1.0,25 / /
(DOWNSTREAM VIEW) I ORIGINAL 4.0 3.0 FV N •' ��\ ELEVATION 3.5 3.0 OW /� �
1 r I 4.5 4.0 / l� e' %
TOT13 VOLUME. 5.0 4.5
.)\ �•' �%...• N � 134 C.V/AC 2:1 2:1 H B. 2'-3' CLEAN STONE 2"-3' CLEAN STONE \ �\ '' FLQIp 61 CU. YO./ACR POST: 2'X2' HARDWOOD 'f
OR T TYPE POST SHEET FLOW INSTALLATION
2:1 2:1 3• 2:7 2:1 y \ " 67 CU. YD./ACRE (PERSPECTIVE Vl
FLOW_ SOY/ ••'I TREATED WATER RE MESH W/ FILTER FABRIC ��/��/ \�// l \/ - N / \\��\ /�\� o (EXCAVATED) A� "+ GEOTEXRLE FABRIC FABRIC 1. AMOCO 2130 gRIPRAP� ^
\�/� /// \� (D151 ZF
_ - GRAVEL ORIGINA 2. BELTECN 940
RIPRAP SPECIFIC APPLICATION 1 \�/�\�� ELEVATION 3. MIRM 100CX
WHERE THIS HOD OF INLET
LE CONCENTRATEDFLOWSISAAPPLICABLE
RE ED, /// //' LENGTH AS REO'D IN FIELD SECTION A -A 4. UNG GTF 190 NOTE: INSTALL IN ACCORDANCE MYTH SILT
BUT NOT WHERE PONDING AROUND THE STRUCTURE HEAVY DUTY TO KEY INTO 'AnE SLOPES 5. SI 915 SC FENCE DETAIL, EXCEPT AS NOTED ABOVE.
GOAD ADJACENT T CAUSE STRUCTURES ACESSIVE ND�UNPR07ECM ACRES. CE OR DAMAGEGEOTEXTILE FABRIC TYPICAL SECTION OF DITCH
•• GRAVEL SHALL BE 2'-3" CLEAN STONE
ROCK CHECK DAM n GRAVEL AND WIRE MESH RIP RAP LEVEL SPREADER n A SEDIMENTATION/SILT FENCE WITHOUT WIRE SUPPORT�1
INLET SEDIMENT FILTER N.T.S. RIPRAP N.T.S.
N.T.S. IP3-R\ /BEXGDRATH INAGEIN EARE�AL
DT-OD 1 7 DTOM/� 10 WAL-MART STANDARD DETAIL DTiFVSP10 - -- GRAY ENGINEERING DETAIL �r • (IN AC.) D1S}eNet 1 7 WAL-MART STANDARD DETAIL
\ III DIVERSION DIKE OTOM
/ STEEL FENCE POSTS UPSTREAM END OF s �" ���-
STORM DRAINAGE FILTER FABRIC
YAT� woe -peg by `4 FLOW\ Low r / � 5\\0 V
4 / Q PROVIDE MINIMUM 35 C.Y./AC STORAGE _ HARDWARE CLOTH }EXCCAVAAREATED� A / / /�\J� . ` � 0 QI_)he
OR CONFORM TO LOCAL REQUIREMENT. ////
Z J
10" MINIMUM a OUTLET (PERSPECTIVE) W
J
e
MIN. 0.5% GRADE DOWN ROW
FROM PUBLIC STREET.
SEDIMENT -LADEN FLOW' CC
4"-6' CLEAN STONE RUNG. REWIRED DE TH BELOMAXW TOP OF INLET:
AS TEMPORARY SEDIMENT TRAP ST Q W Z
GEOTEXTILE UNDERLINER YW .. i^
10 • '._ .. t-1, h N.T.S. in
CONSTRUCTION EXIT n L. `�" y' W Z
CE
L; J .;' .
N.T.S.
DIOaNe'IE 10 WAL-MART STANDARD DETAIL W
PLACE GEOTEXTILE FARBRIC W/1"MAX y, MAX. SLOPE 2:1 STEEL FENCE POSTS �� 10 WAL-MART STANDARD DETAIL
STONE OR S.F. MATERIAL '
10X SETTLEMENT NOTE 2 5 !•• WEEP HOLES ROLES
RGER PAR
STORM WATER 01, ✓ • FOR DEWATERING SETTLE OUT
LARGE PARTICLES !' SPECIFIC AF�PARUN
:YLivE •8v}------i- REMOVED :. ,',,, THIS METHOD OF INLET PROTECTION IS
r;� APPLICABLE WHERE HEAVY ROWS ARE
8' FREEBOARD ...............
• •.... •, EXPECTED AND WHERE AN OVERFLOW /3 PIPE
ir.4iiivirA. NOTE 1�, CAPABILITY AND EASE OF MAINTENANCE DIAMETER.4 WINNER
:::.•.:.:Y::::G.Y::...... :.::Y:: ::::.Y
..........................._..................
DESIGNDEPTH
OW '•� ARE DESIRABLE. Oam
• Z d W
•• Z� O
• • • • WASHED S'ttIilE FILTER
DRAIN INLE" • •••• ACROSS F'PE INLET
TYPICAL PARABOLIC DIVERSIONLL
•
F NOTE 2 O
1• oW HARDWARE CLOTH
OVERLAND ,D °a���f EXCAVATED INLET
--- SEDIMENT TRAP O
Z
.A5V:15..... ...:......:�:::.. I TEMPORARY STORM DRAINAGE PROTECTION
Avii<:Awrr r:s r .. r v' .. N.T.S. N.T.S.
6" FREEBOARD ••• ••••••••• •• A r r:
AwrAYrAvrxmR ...amN.............:•rrn... NOTE 1
uj
DESIGN FLOW
DEPTH
DMTST 10 WAL-MART STANDARD DETAIL DTIlDP GRAY ENGINEERING CONSULTANTS DETAIL loom
PIPE
2' DIA, 6" CLEARANCE 6" 30'
TYPICAL TRAPEZOIDAL DIVERSION 6" CLEARANCE 6"
(�) CLEANOUT CAP
NOTE- PRE -FABRICATED B' #4 REBAR WELDED
EQUIVALENTS MUST
10% SETTLEMENT NOTE 2 BE APPROVED. 2" PVC (SDR 26) FOR POND 2
8" THICK DRAWN
im{{rivyi:iy;; ORIFICE INVERT
6" FREEBOARD • ::::5vr.•.i::msvx•.ss::::• CONCRETE = KALY•
L•}f::Ylrr:::Y:55RY85ti::N•.5:.{.:. - Z................................................................. NOTE 1
DESIGN
GN ROW CHECKED
PROJECT DATE
TYPICAL VEE-SHAPED DIVERSION NOTES: 7 02/24/09
G REMOVE ANY EXISTING ACETATOI AND 1 ROW 4 BARS 26
SCARIFY OR BENCH ADJACENT SOILS
PRIOR TO PLACING BERM. ,CALF
DIVERSIONS 2. BERM MATERIALS MUST BE ADEQUATELY AS NOTED
N.T.S, COMPACTED AND STABILIZED. ANTI -SEEP COLLAR CONICAL TRASH RACK REVERSED SLOPED ORIFICE �P �� :- T JOB No.
N.T.S. N.T.S. N.T.S. / ./. 2 4�A0 0 7 4 D
plow 10 WAL-MART STANDARD DETAIL DMV GRAY ENGINEERING DETAIL DTMMM -�- GRAY ENGINEERING DETAIL lowma, - - GRAY ENGINEERING DETAIL Plot Dale
NOTE.
OSi22i05
4 A ''. .. .. SHEET
ALL NOTESAND DETAILS ON cv- V
THIS SHEETARE WAL-MART
STANDARD EXCEPTAS NOTED. SHEET 20 of 30 SHEETS
REVISEDT 03/22/05 240078-Delalle-CV-7,8,11.DWG

1a
SEE PLAN FOR
10' VARIES LENGTH & WIDTH OF POND
EMERGENCY SPILLWAY TOP OF DIKE ONICAL TRASH RACK
EL. 21.25 EL. 23.00 µ REBAR WELDING
/ W/ 6" SPACING AT BASE
!\ AND 6" VERTICAL SPACING
TOTAL RIP RAP - = = I=1 _ 3 OR APPROVED PRE -FABRICATED.
d50 - 0.75 /-TOP
�
200 CY 3 _ _ 1 - / EL. 20.00
1.A-SEEP COLLARam (WORM
ENERGY _ = II (SEE DETAIL) = MAIEYIIRAIIKIN
DISSIPA70R 111r - 2 20 = 6mTWAIR SWAM
70 - 36" R.50% SLOPE /IL
EL15.50 In
-
a, _u
IIII' =III -11 1515 to'
10'
IIII- till =IIII=III II= till till J
KEY WAY TO BE FILLED 60" TINDALL CONC. PROD. CONCRETE
GEOTEXTILE LINER USING MATERIAL APPROVED OR APPROVED EQUAL EL TOP OF OF
BY SOILS ENGINEER (1) GSO-56B
1 G60-48R OTTOM OF CONCRETE OT10M OF POND
W/ 4.17' CONCRETE EL 11.33 EL 9.00
FILL IN THE BOTTOM. BOTTOM
GRAY ENGINEERING DETAIL EL 10.67
SECTION THRU PERMANENT MAIN POND NO, 1
(N.T.S.)
0
C
0
E
F
101
11� VARIES
TOP OF
OF DIKE
/.,-EL. 23.00
TOTAL. RIP RAP
d50 - 0.75 EMERGENCY
140 CY EL 21.00
3
1F,4
- 14V _ 36• RCP O 0.50% SLOPE
I I
it=_II _III =11 EL15.3o 10' 10'
KEY WAY TO BE FILLED 60" TINDALL CONC. PER
GEOTEIMLE LINER USING MATERIAL APPROVED OR APPROVED EQUAL
BY SOILS ENGINEER (1) GBG-568
1 GGO-32R
W/ 3.3Y CONCRETE
FILL IN THE BOTTOM.
GRAY ENGINEERIN
(N.T.S.)
SEE PLAN FOR
LENGTH & WIDTH OF
CONICAL TRASH RACK
µ REBAR WELDING
W/ 8" SPACING AT BASE
AND 6' VERTICAL SPACING
OR APPROVED PRE -FABRICATED
-TOP
EL. 20.00
WATER 9MACE
TOP OF CONCRETE OTTOM OF POND
EL 13'00 EL 8.00
BOTTOM OF CONCRETE
EL 12.67
SEE PLAN FOR
5' VARIES LENGTH & WIDTH OF POND
TOP OF DIKE ONICAL TRASH RACK
EL 22.00 µ REBAR WELDING
W/ 6' SPACING AT BASE
EMERGENCY SPILLWAY AND 6 VERTICAL SPACING
((10 CY RIP RAP) -I 11= 11= I =11 - 3 OR APPROVED PRE -FABRICATED.
EL. 20.50 TOP
EL19.00
=IIII .II s II 1
3 -I
amc wul � � Aa
50' - 18" RCP O 0.50% SLOPE - EL1fi.00 --
NOTE, •.Y.. -IIII=IIII=IIII=fill =IIII=71u_ IIII
PIPE AND RISER
TEMPORARY ONLY TOP OF CONCRETE
EL 15.75 EL. 18.00
48" TINDALL CONC. PROD.
-GEOTEXTILE LINER OR APPROVED EQUAL OTTOM OF CONCRETE
1 G48-48B EL 11.00
1 G48-48R
W/ 5.0' CONCRETE BOTTOM
FILL IN THE BOTTOM. EL. 10.33
GRAY ENGINEERING DETAIL
SECTION THRU TEMPORARY SEDIMENT BASIN NO, 1
(N.T.S.)
SEE PLAN FOR
LENGTH & WIDTH OF
CONICAL TRASH RACK
µ REBAR WELDING
W/ 6' SPACING AT BASE
AND 8' VERTICAL SPACING
OR APPROVED PRE -FABRICATED
OF CONCRETE
BY SOILS ENGINEER I PERMANENT FOR POND NO. 2
48" TINDALL CONC. PROD. -
OR APPROVED EQUAL
(1) GSO-56B
1 GSO-32R
W/ 3.33' CONCRETE
FILL IN THE BOTTOM.
GRAY ENGINEERING DE
mum THRU TEMPORARY SI
(N.T.S.)
3
1
BOTTOM OF POND
EL 12.00
BOTTOM OF POND
EL.13.00
SEE PLAN FOR
5' VARIES LENGTH & WIDTH OF POND
TOP OF DIKE ONICAL TRASH RACK
EL 24.00 KAND
REBAR WELDING
/ 6- SPACING AT BASE
EMERGENCY SPILLWAY 6' VERTICAL SPACING
R APPROVED PRE -FABRICATED.
�L.523 00CY 1P RAP)TOP
EL.22.00
3r
0WATIR CHKK DAM R ao�
__-IIII
RCP O 0.50% SLOPE EL. 20.00
". �•: • rbS
` =IIII=_IIII=IIII=IIII-IIII=IIII- IIII=IIII=IIII=IIII-IIII
PIPE AND RISER
TEMPORARY ONLY TOP OF CONCRETE
EL19.80 EL. 20.00 OTTOM OF POND
48" TINDALL CONC. PROD. EL 17.00
--GEOTEXRLE LINER OR APPROVED EQUAL OTTOM OF CONCRETE
(1) G48-56B EL.16.00
1 G48-16R
W/ 4.0' CONCRETE BOTTOM
FILL IN THE BOTTOM. EL. 15.33
GRAY ENGINEERING DETAIL
SECTION THRU TEMPORARY SEDIMENT BASIN NO, 3
(N.T.S.)
FOREBAY SHELF
EL.15.00
SHELF
l
4 5
3
I �
100' WIDTH OF SPILLWAY
MAINTENANCE _-
3 _ -IIII=11
3
TOP OF DIKE EL. 2:
3
,� IIII
-IIII-IIII-11
EMERGENCY SPILLWAY
_IIII=IIII--11i1
1
EL. 21.25
_ o
po I
pO
=till oop pp o 0 o
00 00 00 0° o°° oo° oo°o
--d50=O.b°
fill
HEAVY DUTY
14.0" - THICKNESS OF RIP -RAP
GEOTEXTILE FABRIC
GRAY ENGINEERING DETAIL
SECTION THRU EMERGENCY
SPILLWAY
40, 1
(N.T.S.)
TOP OF BANK
3
1 - 30' WIDTH OF SPILLWAY
MAINTENANCE
3 -_ -IIII-11 TOP OF DIKE: EL 23,
-Fill
=IIII=IIII=11 3 3 -IIII-IIII-IIII
EMERGENCY SPILLWAY 1
EL. 21.00 M
p° p°p 11 IF II °°°°°pO-
--
U r I°°°°°°°°IIIII -11 II -11 -11 = = IV
HEAVY DUTY 4.0" - THICKNESS OF RIP -RAP
GEOTEXTILE FABRIC
GRAY ENGINEERING DETAIL
SECTION THRU EMERGENCY SPILLWAY N0. 2
(N.T.S.)
%�IntV� C�tiJi
1
w , W1iZiG/ C9 �C G^�tCc+tie f
15' WIDTH OF SPILLWAY
IIII-IIIII _3 10 CY RIP RAP
I - r EMERGENCY SPILLWAY
=u
HEAVY DUTY 14.0" - THICKNESS OF RIP -RP,
GEOTEXTILE FABRIC
GRAY ENGINEERING DETAIL
SECTION THRU EMERGENCY SPILLWAY FROM
TEMPORARY SEDIMENT BASIN NO.__j_
(N.T.S.)
SEEDING SCHEDULE:
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3: 1)
I
EMERGENCY SPILLWAY
ELEVATION
'`R 50=.75' RIPRAP
�E L 1&00
14
HEAVY DUTY
FILTER FABRICI• 1 1�1
i . viV'
. .
DATE
TYPE
PLANTING RATE
AUG 15 - NOV 1
TALL FESCUE
300 LBS ACRE
NOV 1 - MAR 1
TALL FESCUE & ABRUZZI RYE
300 LBS ACRE
MAR 1 - APR 15
TALL FESCUE
300 LBS ACRE
APR 15 - JUN 30
HULLED COMMON BERMUDA GRASS
25 LBS ACRE
JUL 1 - AUG 15
TALL FESCUE & BROWNTOP MILLET
OR SORGHUM-SUDAN HYBRIDS***
125 LBS/ACRE (TALL FESCUE);
35 LBS/ACRE (BROWNTOP MILLET)
30 LBS ACRE SORGHUM-SUDAN HYBRIDS
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1)
MAR 1 -
JUN 1
SERICEA LESPEDEZA (SCARIFIED) &
5)
LBS/ACRE
(SERICEA LESPEDEZA);
USE THE FOLLOWING COMBINATIONS:
MAR 1 -
APR 15
ADD TALL FESCUE
1`0
LBS ACRE
MAR 1 -
JUN 30
OR ADD WEEPING LOVE GRASS
10
LBS ACRE
MAR 1 -
JUN 30
OR ADD JULLED COMMON
25
LBS/ACRE
BERMUDA GRASS
JUN 1 -
SEPT. 1
TALL FESCUE & BROWNTOP MILLET
120
LBS/ACRE
(TALL FESCUE);
OR SORGHUM-SUDAN HYBRIDS***
35
LBS/ACRE
(BROWNTOP MILLET)
30
LBS ACRE
SORGHUM-SUDAN HYBRIDS
SEPT. 1
- MAR 1
SERICEA LESPEDEZA (UNHULLED -
70
LBS/ACRE
(SERICEA LESPEDEZA);
UNSCARIFIED) AND TALL FESCUE
120
LBS ACRE
TALL FESCUE);
NOV. 1
- MAR 1
IADID ABRUZZI RYE
25
LBS ACRE
CONSULT ENVIRONMENTAL ENGINEER FOR ADDITIONAL INFORNP. ATic)N CONCERNING OTHER
ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE
WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
*** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION.
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE
FESCUE MAY BE SHADED OUT.
MIXTURE
AGRICULTURAL LIMESTONE: 2 TONS/ACRE (3 TONS/ACf'E IN CLAY SOILS)
FERTILIZER: 1,000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANA!_YSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
15* WIDTH OF SPILLWAY
TOP OF DIKE EL 24
=IIII-IIII-1 3 7.5 CY RIP RAP 3 =IIII=IIII-=IIII
=�1 EMERGENCY SPILLWAY A-00,
EL. 23.00
-opp000 o 0 0O o 0 50=0.5'
O OO oo oO oFI =11 -II -11 -11 II -11 -11 - -III
HEAVY DUTY 14.0" - THICKNESS OF RIP -RAP
GEOTEXTILE FABRIC
GRAY ENGINEERING DETAIL
(N.T.S.)
Ous.)
7
EL 17.00
GREXISTING
:_
0
GRASSING
1. AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS OF SITE
WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING, CRUSHED
STONE SURFACING OR STRUCTURES. GRASSING SHALL INCLUDE FINAL
SHAPING, LIMING, FERTILIZING AND SEEDING.
2. LIME SHALL BE AGRICULTURAL GRADE, GROUND LIMESTONE. GROUND
LIMESTONE SHALL CONTAIN NOT LESS THAN 88% OF CALCIUM CARBONATE
CONTENT EQUIVALENT AND SHALL BE SUCH A FINENESS THAT 90% WILL
PASS THROUGH A NO. 10 SIEVE AND NOT LESS THAN 50% THROUGH A NO.
3. FERTILIZER SHALL BE GRADE 10-10-10 COMPLETE FERTILIZER OF
UNIFORM COMPOSITION, "REE-FLOWING AND SUITABLE FOR APPLICATION
WITH EQUIPMENT, DELIVERED TO SITE IN BAGS LABELED WITH
MANUFACTURER'S GUARANTEED ANALYSIS, AND SHALL CONFORM TO ALL
STATE AND FEDERAL REGULATIONS.
4. SEEDS SHALL BE MIXTURE AS APPROVED BY THE ENGINEER AND SHALL
MEET REQUIREMENTS OF SEED LAWS OF THE STATE AND THE US
DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER FEDERAL
SEED ACT IN EFFECT ON DATE BIDS ARE RECEIVED. SEED SHALL BE
DELIVERED IN STANDARD CONTAINERS. SEED WHICH HAS BECOME WET,
MOLDY OR DAMAGED IN TRANSIT OR STORAGE WILL NOT BE ACCEPTABLE.
5. MULCH SHALL CONSIST OF SMALL GRAIN STRAW OF GOOD QUALITY,
CLEAN, FREE OF NOXIOUS WEEDS, AND REASONABLY FREE OF OTHER WEEDS.
SPREAD MULCH AT A RATE OF 1 TON PER ACRE ON SLOPES UP TO 8.0 %
AND AT A RATE OF 1-1/2 TONS PER ACRE FROM 8.0 % UP TO A SLOPE OF
5. SPREAD LIME AT k RATE OF 3,000 LBS. PER ACRE.
7. FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY AT A RATE OF 1,000
LBS. PER ACRE AND SliALL BE INCORPORATED INTO SOIL TO A DEPTH OF
AT LEAST 2" BY DISKIN'C AND HARROWING.
8. SPREAD SEED AT A RATE AS NOTED ON THE DRAWINGS.
9. IMMEDIATELY AFTER FERTILIZING AND SEEDING HAVE BEEN
COMPLETED, ENTIRE AREA SHALL BE COMPACTED BY MEANS OF A
CULTIPACKER, ROLLER, OR APPROVED EQUIPMENT WEIGHING APPROXIMATELY
90 LBS. PER LINEAR FOOT OF ROLLER. USE OF SPECIFIED MULCH,
APPLIED AT A RATE OF 1 - 2 TONS/ACRE (USE THE HIGHER RATE FOR 3
TO 1 SLOPES OR GRF..A'-ER), WITH ASPHALT EMULSION TYPE SS-1, MS-2,
RS-1, OR RS-2, SHALL BE USED TO PROTECT SITE AGAINST EROSION.
10. AREAS THAT REQUIRE RE -FERTILIZATION AND\OR RE -SEEDING WILL
BE DESIGNATED BY THE ENGINEER. WHEN ANY PORTION OF SURFACE
BECOMES GULLED OR OTHERWISE DAMAGED FOLLOWING SEEDING, OR
SEEDLINGS HAVE BEEN WINTER -KILLED OR OTHERWISE DESTROYED,
AFFECTED PORTION SHALL BE REPAIRED TO REESTABLISH CONDITION AND
GRADE OF SOIL PRIOR TO SEEDLING AND SHALL BE RE -SEEDED AS
SPECIFIED ABOVE.
11. ALL DISTURBED AREAS ARE TO BE GRASSED IMMEDIATELY AFTER
CONSTRUCTION IN THE AREA. AT NO TIME WILL AN AREA BE LEFT BARE
FOR MORE THAN 14 D/YS AFTER COMPLETION OF CONSTRUCTION.
MANAGEMNENT STRATEGIES
1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS
CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP
IN GRADING AND '',HILL BE SEEDED AND MULCHED IMMEDIATELY
FOLLOWING INS-. ".' L_ATION.
3. TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW
IMMEDIATELY AFTER GRADING.
4. AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLEARLY MARKED
BY FLAGS, SIGNr; ETC.
5. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL PRACTICES.
6. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S
CONTROLS WILL BE CLEANED UP AND REMOVED, AND THE SEDIMENT
BASINS WILL BE CLEANED OUT AND CONVERTED TO PERMANENT
STORMWATER MANAGEMENT BASINS.
MAINTENANCE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE
CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING
ITEMS WILL BE CHECKED IN PARTICULAR:
1. THE SEDIMENT BASINS WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT BUILDUP REACHES THE CLEANOUT POINT INDICATED ON THE
CLEANOUT STAKE,
2. THE SEDIMENT TRAPS WILL BE CHECKED REGULARLY FOR SEDIMENT
CLEANOUT.
3. THE GRAVEL OUTLETS WILL BE CHECKED REGULARY FOR SEDIMENT
BUILDUP WHICH WILL PREVENT DRAINAGE. IF THE GRAVEL IS
CLOGGED BY SE[ VIENT, IT SHALL BE REMOVED AND CLEANED OR
REPLACED.
4. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR
UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL
BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES
ONE-THIRD TO THE TOP OF THE BARRIER.
5. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A
GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE-
SEEDED AS NEEDED.
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CHECKED
PROJECT DATE
02/24/05
SCALE
A8 NOTED
JOB No.
24007SD
Plot Dale
OSi:yoe
SHEET
cv-9
SHEET 20 OF 20
!HEFTS
REVISED: 03/22/05
240073-Detalle-CV-7,8,9.DW G