SW8060105_APPROVED PLANS_20060227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 DC,O 10 <.'
DOC TYPE
❑ CURRENT PERMIT
O'APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z oa C,p 0 Z 2']
YYYYMM DD

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S.R. 1200
VICINITY
MAP
N07- TO SCALE
DESCRIPTION
• IL S• J♦ � I 1 w i 1
RIGHT OF WAY
EASEMENT
STREAM
MINOR CONTOURS
MAJOR CONTOURS
GAS LINE
WATER LINE
SANITARY SEWER LINE
SANITARY SEWER MANHOLE
STORM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
SILT FENCE
TREE PROTECTION FENCE
FIRE HYDRANT ASSEMBLY
LEGEND
EXISTING
198
PROPOSED
-- TPF TPF -
Site Development For
NOVEMBER 15, 2005
LOCKWOODS FOLLY TOWNSHIP, NORTH CAROLINA
'me HEWM
DB 994, PG. 1052
ZONING qU
EDWARD BERNARD
De sal PC. 89
zaHlNc: Ru
M
HARRY BERNARD
DO 632, PG. 807
ZONING RU
w
VERMELL LIE
OB 116Z PG. 437
ZONING: RU
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FRA.CIS RICHMOND
D8 367. Pg.457 1
ZONING RU 1
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CHARLES COX (HEIRS)
D8 68. Pg_24D
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TRAW PROPERTY
M9 18, PG. 81
19 18
- -
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BROOKSTQNE DRIVE
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ERTHA"RANDOLL
FRANaS RICHMOND
,Ipy o0x
Da 270. P0.44
JEFFREY CROUCH
DB 367' PG_457
DB JIM Pc. 614
I
ZONING RU
DB 1159. Pg. 89
ZONINGS RU
ZONING RU
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OWNER
GULFSTREAM FOODS OF NC
r[15(08 MILITARY CUTOFF ROAD, #302
WILMINGTON, NC 28403
WITHERS R"ENEL.-
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
Zlglzc)b (c
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER Q LITYI zJ-1
11 INDEX OF SHEETS �
SHT 0.0
COVER SHEET
SHT 1.0
MS71NG CONDITIONS
SHT 2.0
GENERAL NOTES
SHT 3.0
OVERALL SITE PLAN
SHT 4.0
SITE PLAN
SHT 5.0
SITE PLAN
SHT' • .tr-
OVERALL UTIL17Y PLAN
SHT �:8�
U77UTY PLAN & PROFILE �C `
BROOKS70NE DRIVE 1
f
\
SHT ,84--
UTILITY PLAN & PROFILE 1 r
BROOKSTONE DRIVE
SHT -9Q_
UTILITY PLAN & PROFILE
OLD CHARLESTON DRIVE
SHT.iaa.
UTILITY PLAN & PROFILE
OLD PAWLEY DRIVE, SOUTH CHARLESTON DRIVE,
SUNSET POINT DRIVE
SHT-7-V&-
WATER MAIN EXTENSION &
SANITARY SEWER FORCE MAIN CONNECTION
SHT 12A
OVERALL DRAINAGE PLAN
SHT 13.0
ROADWAY PLAN & PROFILE
BROOKSTONE DRIVE
SHT 14.0
ROADWAY PLAN & PROFILE
BROOKSTONE DRNE
SHT 1&0
ROADWAY PLAN & PROFILE
OLD CHARLESTON DRIVE
SHT 16.0
ROADWAY PLAN & PROFILE
OLD PAWLEY DRIVE, SOUTH CHARLESTON DRIVE,
SUNSET POINT DRIVE
SHT I zo
DRAINAGE PONDS
SHT 1 &0
PHASE I EROSION & SEDIMENT CONTROL, ROUGH GRADING
& DRAINAGE PLAN
SHT 19.0
PHASE It GRADING, DRAINAGE & EROSION CONTROL PLAN
SHT 20.0
PHASE If GRADING, DRAINAGE & EROSION CONTROL PLAN
SHT S21.A
UTILITY DETAILS
SHT-22.0-
UTILITY DETAILS
SHT 23.0
EROSION CONTROL DETAILS I
DEVELOPMENT DATA.-
1. TOTAL TRACT ACREAGE=38.31 A.0
2. TOTAL TRACT ACREAGE OF REQUIRED OPEN
SPACE=1.25 ACRES
3. AVERAGE LOT SIZE-=11,339 (0.26 A.C.)
4. TOTAL NUMBER OF LOTS=82
5. TOTAL LINEAR FEET OF STREETS=4,560 L.F
6. APPROXIMATE ACREAGE:
PUBLIC USE, INCL STREETS= 7.84 A.C.
GENERAL NOTES: ?� ?'� II I;("
1. BRUNSWICK CO. PARCEL NO.: APPROVED
20100020 NORTH CAROLINA EN%`!RC;Wv1IEN"
MANAGEMENT C'�'Jj:"i' "ION
2. TOTAL TRACT AREA: 38.31 AC. f
DIVISION OF WATER �ALITY
3. ZONING: R- 7500 r13 L-
4. LAND CLASSIFICATION: TRANSITION
5. THIS PROPERTY IS NOT WITHIN A FLOOD HAZARD AREA, PER
FEMA COMMUNITY PANEL #370295 355 E (MAP REVISED
APRIL 2 1991).
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE
WITH COUNTY OF BRUNSWICK & STATE OF NORTH CAROLINA
ram- c.s�b(r C'1 G
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:r r .��:t,1.S.. r-.., ..j.�!sa L... a -, - •{ f- ... t �� I "�!',r.. .:'r..Es!t.,
PROJECT NAME: BROOKSTONE SUBDIVISION
WR PROJECT NUMBER: 204384.00

N/F
JESSIE HEWETT
DB 994, PG. 1052
ZONING: RU
N/F
EDWARD BERNARD
DB 587 PG. 89
ZONING: RU
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HARRY BERNARD
DB 632, PG. 807
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MAP NDTE:
ALL EXISTING TOPOGRAPHY, BOUNDARY, WETLANDS, AND
UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY DAVID
B. FLOYD, P.L.S. OF HOBBS SURVEYING COMPANY, INC. AND
McKIM & CREED.
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SCALE: 1 "=100'
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Job No.
204384
Drawn By:
JEW
Checked By:
MNH
Date:
11 /15/05
Scale:
1 "=100'
Revisions:
Sheet:
100
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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH BRUNSWICK COUNTY,
AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL EXISTING TOPOGRAPHY, BOUNDARY, WETLANDS, AND UTILITIES, HAVE BEEN TAKEN FROM A MAP
PREPARED BY DAVID B. FLOYD, P.L.S. OF HOBBS SURVEYING COMPANY, INC.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS. FIBER OPTIC CABLES, TELEPHONE
CABLES. WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS. FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION. INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS. AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS;. CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL --NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
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. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED.
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES. SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND_ EARLY SPRINGAND�EARLY SPRING
SPECIES RRAX (LBLACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN. KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL.
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTTLIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC,..
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION. FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE
4 ACCESS TO UTILITIES. FIRE HYDRANTS, STREET LIGHTING. ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION OMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST 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 DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE. COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC.. THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK
COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND
IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTIL�a CONTACTS:
1. CONTACT THE NORTH CAROUNA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQURZED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
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Job No. 204304
Drawn By: BCC
Checked By: MNH
Date: 11 /15/05
Scale: N/A
Sheet:
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DB 58
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HARRY BERNARD
DB 632, PG. 807
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CHARLES COX (HEIRS)
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SITE DETAILS
� to cc REFERENCE N.C.D.O.T. 'MINIMUM CONSTRUCTION
STANDARDS FOR SUBDIVISION ROADS.
10' UTILITY ESMT.
50' RIGHT-OF-WAY
40' RIGHT-OF-WAY
50' RIGHT-OF-WAY
6'
34' V-V
6'
26' V-V
6'
22' V-V
6'
3:1 MAX.
1
SLOPE 2
I 1¢
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Ft•
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1 4 1
3:1 MAX.
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1 4
1
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2►_0.
2,_0. TO GRADE
2,_0,
2.-0,. TO GRADE
VALLEY
10' 2"SF9.5A VALLEY
VALLEY
10"
ABC 2'SF9.5A
VALLEY
VALLEY
ABC rSF9.5A VALLEY
GUTTER
ABC
GUTTER
GUTTER
GUTTER
GUTTER
GUTTER
RESIDENTIAL
COLLECTOR ROAD
X—SECTION
LOCAL
RESIDENTIAL ROAD X—SECTION
Residential Cul—De—Sac Road
X—Section
(W/ VALLEY GUTTER)
(W/ VALLEY GUTTER)
(w/ Valley Gutter)
SITE DATA:
1. TOTAL TRACT ACREAGE=38.31 A.C.
2. TOTAL TRACT ACREAGE OF REQUIRED OPEN
SPACE=1.25 ACRES
3. AVERAGE LOT SIZE=11,339 (0.26 A.C.)
4. TOTAL NUMBER OF LOTS-•-82
5. TOTAL LINEAR FEET OF STREETS=4,560 LF
6. APPROXIMATE ACREAGE:
PUBLIC USE, IN STREETS=7.84 A.C.
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE
WITH THE BRUNSWICK COUNTY ZONING
ORDINANCE AND SUBDIVISION REGULATIONS.
2. ALL ROADS TO BE DEDICATED FOR PUBLIC USE
TO THE N. CAROLINA DEPT. OF
TRANSPORTATION AND WILL BE DESIGNED &
CONSTRUCTED IN ACCORDANCE WITH NCDOT
STANDARDS FOR SUBDIVISION ROADS.
3. ALL COMMON AREAS, INCLUSIVE OF RECREATION
AREAS, SHALL BE DEDICATED TO AND
MAINTAINED BY A HOMEOWNERS' ASSOCIATION.
BUL ING SET BACKS
MINIMUM FRONT YARD SETBACKS = 25'
MINIMUM SIDE YARD SETBACKS = 5'
MINIMUM REAR YARD SETBACKS = 9'
MINIMUM 15' SETBACK ADJACENT TO STREET
y �
GENERAL NOTES:
1. BRUNSWICK CO. PARCEL NO.: 20100020
2. TOTAL TRACT AREA: 38.31 AC.f `
3. ZONING: EXISTING — R-7500
4. OWNERSHIP REFERENCE: D.B. 1812-1091 M.C.
18/505
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PARCEL
ACREAGE
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PROPOSED USE
Q
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44,858
MULTI -USE
RECREATION PARK SPACE
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9,436
M U LT1-USE
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TOTAL
1.25
54,294
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Drawn By: BCC
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Date: 11 /15/05
Scale: 1 "=100'
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Sheet:
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CURVE
LENGTH
RADIUS
C1
6L07
350.00
C2
103.97
310,00
C3
229.23
310.00
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459,34
250,53
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429,55
310,00
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105.81
310,00
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310,00
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295.86
490,58
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230,00
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55.72
310.00
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230,00
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219.73
320.85
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346,74
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CC) M
BROOKSTONE SUBDIVISION
BRUNSWICK COUNTY/ NORTH CAROLINA
OVERALL DRAINAGE PLAN
Owner / Developer:
GULFSTREAM FOODS OF NC
1508 MILITARY CUTOFF ROAD, #302
WILMINGTON, NC 28403
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101
Wilmington, North Carolina 28403
Tel. [phone] Fax [phone]
www.withersrovenel.com

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HIGH POINT ELEV = 40.26
HIGH POINT STA = 9+99.98
PVI STA = 9+52.85
PVI ELEV = 41.03
A.D. _ —5.52
K = 29.90
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LOW POINT ELEV = 34.45
LOW POINT STA = 7+35.66
PVI STA = 7+61.72
ROAD PLAN (BROOKSTONE DRIVE)
HIGH POINT ELEV= 39.35
HIGH POINT STA = 4+67.18
FM STA = 4+92.83
PVI ELEV = 39.76
A.D. _ —3.61
LOW POINT ELEV = 37.25
LOW POINT STA = 2+16.64
PVI STA = 2+16.64
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204384
Drawn By:
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Checked By:
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Date:
11 /15/05
Scale:
1'=50'
Revisions:
Sheet:
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HIGH POINT ELEV 43.94 VERTICAL SCALE: 1"=5' I-- <
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LOW POINT ELEV 42-73 HIGH POINT STA = 19+62.08
U-
LOW POINT STA = 21+13.10 PVI STA = 19+62.08 -1
PVI STA - 21+13.10 PVI ELEV = 44.09 HIGH POINT ELEV 41.611 :5 3:
(D
PVI ELEV = 42.58 A.D. = -2.00 LOW POINT ELEV 40.42 HIGH POINT STA = 14+25.60 GO
PVI STA = 14+23.78 HIGH POINT ELEV 40.26 Cu
A.D. - 2.00 K = 30.00 LOW POINT STA = 15+80.03 r- 0
K = 30.00 60' VC PVI STA = 15+80.03 PVI ELEV = 41.134 LOW POINT ELEV = 38.89 HIGH POINT STA = 9+99.98 3:
60' VC PVI ELEV = 40-27 A.D. = -2-13 LOW POINT STA = 11 +48-57 PVI STA = 9+52.85 0
A.D. = 2.00 K = 28.18 PVI STA = 11 +47.88 PVI ELEV � 41.03
K = 30.00 60, VC PVI ELEV = 38.72 A.D. -5.52
01) 60' VC A.D. = 2.31 K 29.90
9 K = 25.95 165* VC
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Job Na. 204384
L I Drawn By: BCC
Checked By: MNH
+1 Date: 11/15/05
Scale: 1'=50'
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1
LOW POINT ELEV = 43.10 HIGH POINT ELEV =
44.18 LOW POINT ELEV = 43.75 HIGH POINT ELEV = 44.25 LOW POINT` ELEV = 43.50 HIGH POINT ELlEII = 44.05
HIGH POINT STA = 9+86.3fi LOW POINT STA = 9+00 HIGH POINT STA = 8+00 LOW POINT STA = 6+75 HIGH POINT STA •- 5+64.07
LOW POINT STA = 11 +1 C.50
Pill STA = 11 +DO
� STA = 10+00 PVl STA = 9+00 PVI STA = 8+00 PVI STA = 6+75 PVf STA = 5+50
25 50 100
PVI ELEV W 42.75
PVI ELEV = 44.50 PVI
ELEV = 43.50 PVI ELEV = 44.50 PVI ELEI/ = 43.25 PVI ELEV = 44.50
A.D. = 2.89
A.D. _ -2.75
A.D. = 2.40 A.D. _ -2.00 A.D. 2.00 A.D. _ -2.46
K - 34.57
K = 36.36
K = 50.00 K = 50.00 K = 50.00 K •= fio.93
HORIZONTAL SCALE: � "=50'
100' VC
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•f/ � � 1-YEAR PEAK Q=12.06 CFS
WS ELEV= 32.83 \1/
TOP OF EMBANKMENT
•!/ 10-YEAR PEAK Q=48.82 CFS `E' �V=35.Oo
4 x4 IIiILET BOX
WS ELEV= 34. 03 Nr_ 80'-300 RCP 01.25%
-26
\ POND #2
\ In \ 33 3435 y -
1 YEAR PEAK Q=0.89 CFS
\ \ 35 ~ ,�,2s` �, \ WS ELEV= 27.58 •� �, 1 II I } 1
\ \ \ \ 3334 y � FES � � � � � ~ � f.:��i'� • - - ... 11 1 I
INV=2 . 5 J FES \ 27J
50'-18�RCP ®z.00 �, INV=25.00� \ 10-�-� YEAR PEAK Q= 8. 49 CFS -- ~ ~ � � � :. -...� ....._ ..
\ \ \ \ F OTTOM \ INS ELEV=28.96 �� _ 1:_
�`I l
V=25.50 ` T 4'x4' INLET Bi iC --� r - .... . .
\ \ OTTOM OF OREBA� �/ TOP O*EMBANKMEN t
\ \ \ \ ELEV=30.00 1 ELEV=30-00 \ \ ~� . .. . .... ' .
\ \ 1 POND #1 t \ 20' WIDE -� �� / • • �� • .. .. .. _..
\ \ \ I BOTTOM P.EV=24.50 / / I I �-_4
EMERGANCY SPILLWAY 1 • t h I
\ \ \ \ \ ELEV= 9.10
40 WIDE
GANCY SPILLWAY
\ \ \ \ 1N,\ 0 EBAY } / . .. ..... ... .. .. .. ..J\1
\ 1 co
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\ \ \ 3p 282� 1 � -�•... ._... ..... 'col- ................
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„O BOTTOM =20.00� �� ` I - j:.. . l
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37
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00
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100 .
3 nl. . .... . .
4'x4' REINFORCED CONCRETE BOX / 1� -- 37 \ \ \
DR BRICK BOX _ _
GALVANIZED BAR GRATING V x 1/8' BEARING BARS. / \ . " . " _
3 - 24" OPENINGS FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4' x 1 1/4' x 1/4' _� y_ \ �� /
GALVANIZED ANGLE FRAME. MDRTDR FRAME TO TOP OF 4 x4 REINFORCED CONCRETE BOX
PLACE 1/2" GALVANIZED HARDWARE OUTLET STRUCTURE - 4' MAX TRASH RACK OPENING 40' OR BRICK BOX
CLOTH OVER ORFICE OPENING RIM ELEV = 34.00
WITH STAINLESS STEEL FASTENERS TOP OF BANK ELEV. 35.00 GALVANIZED BAR GRATING V x 1/8' BEARING BARS. 20,
INV ELEV 31.90 50-YEAR WS ELEV= 34.87 " FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4' x 1 1/4' x 1/4'
24 - 24" 3 - 10OPENINGS GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF TOP OF BANK ELEV. 30.00
--i I--- PLACE 1/2 GALVANIZED HARDWARE OUTLET STRUCTURE - 4' MAX TRASH RACK OPENINGCLOTH
50-YEAR WS ELEV= 29.64
WITH STAINLESS STEEL FASTENERS ORFICE OPENING RIM ELEV = 29.00 �I 24 '-" 24'
-C'
N
2' SCH. 40 PVC OUTLET -
FLOOD POOL EL. = 31.90
NORMAL POOL EL. = 30.50
INV. EL. = 26.00
31 �5 ' EXTENDED BASE
OUTLET STRUCTURE DETAIL FOR POND #1
N.T.S.
-LNUI J I UKNUL
IRMAL POOL ELFV
EL. 25.50
FORE BAY
FILTER F,
p J_---..�
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FILTER FABRIC-
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NORMAL POOL
64 SIDESLOPE EL, 24.50
POND BOTTOM
1C" MILA LLfiJJ-
'B' RIP -RAP
50-YEAR Q= 83.06 CFS
ICY SPILLWAY F
N.T.S.
10.0'
INV ELEV 27.30
1' SCH. 40 PVC OUTLET-
FLOOD POOL EL. = 27.30
NORMAL POOL EL. = 26.00
EL. 30.50
'B' RIP -RAP
FOREBAY RIP -RAP POND #1
N.T.S.
i 10' i
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
30.50
6.0
31.90
12.925
14,595
8,881
1 9,249
_CROSS-SECIION POND #1
N.T.S.
64 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
EL, = 26.00
EXTENDED BASE
OUTLET STRUCTURE DETAIL FOR POND #2
N.T.S.
EL. 22.00
FORE BAY
`----_.�
T T ELEV. 29.10
FILTER FABRIC 12' THICK CLASS
CULVERT 'B' RIP -RAP
50-YEAR Q= 25.18 CFS
EMERGENCY SPILLWAY_ POND- #2
N.T.S.
10.0'
j EL. 26.00
cm 24
24 EL. 25.50 24
FILTER FABRIC •
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N.T.S.
---I 3' lf^� �l `311 SIDESLOPC\ - ! 10 l
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VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
26.00
6.0
1 27.30
1 4,666
1 5,422
1 2,088
1 2,127
CROSS-SECTION POND jL2
N.T.S.
511 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
30 15 0 30 60
SCALE: 1 "=30'
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Job No.
204384
Drawn By:
BCC
Checked By:
MNH
Date:
11 /15/05
Scale:
1 "=30'
Revisions:
Sheet:
17,0
•
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50
48
46
44
OLD CHARLESTON DR
ELEV: 44.25 42
40
38
36
34
32
C
14
ROAD PLAN (OLD PAWLEY DRIVE) /*'
LOW POINT ELEV = 42.74
LOW POINT STA = 1 +12.25
PVI STA = 0+99.97
PVI ELEV = 42.42
A.D. = 3.04
K = 30.00
a i' yr
HIGH POINT ELEV = 43.94
HIGH POINT STA = 2+82.58
PVI STA = 2+83.21
PVI ELEV = 44.46
A.D. _ -2.23
K = 82.62
185' VC
LOW POINT ELEV = 42.84
LOW POINT STA •- 4+43.89
PVI STA = 4+44.11
PVI ELEV = 42.65
A.D. = 2.26
K = 30.00
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4+00
�£LLV: 43.32
44
42
40
38
36
34
32
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37
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50
48
46
OLD
CHARLESTON 4�,
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ELEV: 44.0
42
40
38
36
34
32
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46
44
42
40
38
36
34
32
ROAD PROFILE (SOUTH CHARLESTON_ DRIVE
BROOKSiONE
ELEV: 38.91
NTH 11 1 \ _ 1 35
1 1 \ 36
0+00 1+00 2+00 3+00
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Jab No.
204384
Drawn By:
BCC
Checked By:
MNH
Date:
11 /15/05
Scale:
1 "=50'
Revisions:
Sheet:
16.0
•F i - ... _ _ F ,i i � 1 T.'r; fi S --+-f ? �, ' i t' 7" - T r
I•• '+�; r, t. I 1 '� i
.•i f - � i '.t � }I S..L. F' i ':• r(, .i1i �F,r � • � i + � �'!'t ;,r E_i`i f. .�,� =f•�! _! � ,',
_ .:1 ._. 7 � .. t Ides; 5. .'r .., .. .._ i ... .. .. -1 +t�i � .!'14
i +': .. •i

- DENOTES AREAS TO BE STABILIZED IMMEDIATELY AFTER
LOTS ARE CLEARED
r
N/F
FRANCIS RICHMOND
DB 367, Pg.457
ZONING: RU
I
NOTES:
1. TWIN 48" CULVERT CROSSING PROPOSED BROOKSTONE
DRIVE AT APPROXIMATE STATION 7+75 TO BE INSTALLED AND
BACKFILLED AS AN INITIAL STEP IN ROADWAY CONSTRUCTION.
N/F
CHARLES COX (HEIRS)
DR 68- Pn.94n
DIVERSION DIKE
COMPACTED SOIL
18' MIN• f /
T FLOW
4.5' MIN.
DIVERSION DIKE
N.T.S.
SEDIMENT
TRAPPING
DEVICE
DRAINAGE
AREA
REQUIRED
STORAGE
(1,800CF/AC)
PROVIDED
STORAGE
(CF)
SEDIMENT BASIN #1
14.66
26,388
83,946
SEDIMENT BASIN #2
3•87
6,966
34,722
SEDIMENT TRAP #1
4.75
1,350
1,991
S38"42'48"W
62. 1 6'
S37`06'26"W
50.02'
I i IA \ N/F
1 TRASK PROPERTY
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Job No.
204384
Drawn By:
BCC
Checked By:
MNH
Date:
11 /15/05
Scale:
1'=80'
Revisions:
Sheet:
18*0
r
44
1 � � l �E � � �. i a'. >• rP.Sa.et�S *��. �-��! �� i� 1� a+t,
_ .; i �- :i J_. .:�. It .. 1���tlf �S. N.✓. .e:

POND #1 STORM DRAINAGE
STRUC. #
1
36 RCP
INV OUT =
30.50
STRUC. #
2
TOP =
36.28
36 RCP
INV IN =
30.79
FR STR. #3
36 RCP
INV OUT =
30.79
_STRUC. #
3
TOP =
37.09
36 RCP
INV IN =
31.33
FR STR. #4
36 RCP
INV OUT =
31.33
STRUC. #
4
TOP =
39.31
36 RCP
INV IN =
32.80
FR STR. #5
30RCP
INV IN =
33.50
FR STR. #13
18 RCA
INV IN =
34.55
FR STR. #23
36 RCP
INV OUT =
31.92
STRUC. #
5
TOP =
39.75
30 RCP
INV IN =
33.56
FR STR. #6
36 RCP
INV OUT =
33.06
STRUC. #
6
TOP =
41.84
30 RCP
INV IN =
34.77
FR STR. #7
30 RCP
INV OUT =
34.67
STRUC. #
7
TOP =
43.60
15 RCP
INV IN =
38.00
FR STR. #26
30 RCP
INV IN-
35.30
FR STR. #8
30 RCP
INV OUT =
35.20
sTRUC. #
a
TOP =
43.10
15 RCP
INV IN =
39.55
FR STR. #27
30 RCP
INV IN =
36.21
FR STR. #9
30 RCP
INV OUT =
35.71
STRUC. #
9
TOP =
43.91
15 RCP
INV IN =
38.30
FR. STR. #28
24 RCP
INV IN =
37.06
FR STR. #10
30 RCP
INV OUT =
36.56
STRUC. #
10
TOP -
43.35
15 RCP
INV IN =
39.80
FR STR. #30
24 RCP
INV IN =
38.00
FR STR. #11
24 RCP
INV OUT =
37.90
STRUC. #
11
TOP =
42.70
15 RCP
INV IN =
39.15
FR STR. #31
15 RCP
INV IN =
39.15
FR STR. #12
24 RCP
INV OUT =
38.90
STRUC. #
12
TOP =
43.88
15 RCP
INV OUT =
40.44
STRUC. #
13
TOP =
$9.27
30 RCP
INV IN =
33.68
FR STR. #14
30 RCP
INV OUT =
33.58
STRUC. #
14
TOP = .
39.75
30 RCP
INV IN =
33.93
FR STR. #15
30 RCP
INV OUT =
33.83
STRUC. ##
15
TOP =
41.34
30 RCP
INV IN =
34 48
FR- STR. #16
30 RCP
INV OUT =
34.38
STRUC. #
16
TOP =
40.11
30 RCP
INV IN =
35.43
FR STR. #17
30 RCP
INV OUT =
34.93
STRUC. #
17
TOP =
40.11
24 RCP
INV IN =
35.51
FR STR. #18
30 RCP
INV OUT =
35.51
STRUC. #
18
TOP =
41.19
15 RCP
INV IN =
37.65
FR STR. #32
24 RCP
INV IN =
36.49
FR 9TR. #19
24 RCP
INV OUT =
36.49
STRUC. ##
19
TOP =
44.10
15 RCP
INV IN =
38.53
FR STR. #33
24 RCP
INV IN =
37.92
FR STR. #20
24 RCP
INV OUT =
37.42
STRUC. #
20
TOP =
42.47
18 RCP
INV IN =
38.68
FR STR. ##21
24 RCP
INV OUT =
38.58
STRUCTURE
# 21
TOP =
42.46
15 RCP
INV IN =
39.00
FR STR. #22
18 RCP
INV OUT =
38.75
STRUC. #
22
TOP =
43.60
15 RCP
INV OUT =
39.60
STRUC. #
23
TOP =
38.50
15 w RCP
INV IN =
34.74
FR STR. #24
18 W RCP
INV OUT =
34.74
STRUC. #
24
TOP =
38.54
15RCP
INV IN =
34.92
FR STR. #25
15 RCP
INV OUT =
34.92
STRUC. #
25
TOP =
39.33
15 RCP
INV OUT =
35.03
STRUC. #
26
TOP =
42.27
15 RCP
INV OUT =
38.55
rn
W
LLI
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�. � 41
WETLANDS �
.I. NV 4- Nil �
Np -41 ' 7. 50 A y 'IV\V �' `V v. WLAND
y w c.
% w -lie
,I, %{, �,
\V Nil
IPON I�
`
SILT�FENCE (TYP) `y'4' 41�' W W .V v. �, �,II II� t 11 1111
1 �\� y\\\� � � � .. � ���- ,,,, 'i v, � w NV NV J' `V l �t� I II 11111
-26-,,V v' `1' � �!. ,y y, � � •'- I I -2 I I
v. Nil NIL,
\ \ \ \ 3k�, 1 �v,�s� \ \ v. * ..... _'r.�...I tL I 111l
/ / q, \ � •!• \ Nil
It� I t 111 i
LD
- _ .......... llt 1 11'll
r�' .-T•-s4, ."....... I� t Alt I 11111
O
/ .."....... .........-.- //.-:•�'-'�y:•:•:-: I 1 I 11
PROTECTION �V .L v, �, " •77
s ` ..; r'.'.'.'.
(TYP) 2� fi
SILK FENCE 4-TYP) :'; ..._:.:.'... 1!1
\ \ 2 \ \ \ .�• v, �, 1 \ ��, 1 : ; ; ; : ;-:.:-:.:"r,`�.:...l.'.'..": t:': ;��� I I I \Ill
\ \ \ X\ I
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:'::'::..1•.. • ; ..' _ ::'::'. �f 1 1 1
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� � � � � � J / �'� O Q � �� � J � � �3s_ \\ � � \ � /•.•••.:.••',�•.•_._•..:.'.'....... ........:_..:. \
t
POND #2 STORM DRAINAGE
STRUC. #
35
35w RCP
INV OUT =
26.00
STRUC. #
36
TOP =
32.00
30 RCP
INV IN =
27.01
FR STR. #37
30 RCP
INV OUT =
26.15
STRUC. #
37
TOP =
33.61
15 RCP
INV IN =
30.08
FR STR. #43
24 RCP
INV IN =
27.58
FR STR. #3a
30 RCP
INV OUT =
27.48
STRUC. #
38
TOP =
35.54
24 RCP
INV IN =
28.06
FR STR. #39
24 RCP
INV OUT =
27.96
STRUC. #
39
TOP =
38.74
18 RCP
INV IN =
31.71
FR STR. #44
24 RCP
INV IN =
29.20
FR STR. #40
24 RCP
INV OUT =
28.70
STRUC. #
40
TOP -
3s.ss
15 RCP
INV IN =
29.74
FR STR. #41
247 RCP
INV OUT =
29.49
STRUC. #
41
TOP =
34.05
15 RCP
INV IN =
30.50
FR STR. #42
15 RCP
INV OUT =
30.40
STRUC. #
42
TOP =
34.06
15 RCP
INV OUT =
30.60
STRUC. #
43
TOP =
33.60
15 RCP
INV OUT =
30.15
sTRuc. #
44
TOP =
37.46
18 RCP
INV IN -
33.09
FR STR. #45
18 r RCP
INV OUT =
32.99
STRUC. #
45
TOP =
37.19
15 RCP
INV IN =
33.60
FR STR. #46
18 RCP
INV OUT =
33.35
STRUC. #
46
TOP =
37.16
15 w RCP
INV OUT =
33.70
STRUC. #
47
INV IN =
29.8
48 RCP
INV OUT =
27.4
STRUC. #
48
INV IN =
29.8
4a RCP
INV OUT =
27.4
4 36 \ ` \ \ \ :..� .............................'.,.
\ z I , / i / I ` I w / / - v _ y�' \ `�'\/..............'.'.'.../ /..... �'..."..I _ �33 1 I
43 o 3I I 1 •i,/ ,�, �, ,�, �, �, // J .25 37 1 \ �, \ \ .�......" ...... :':.:.: •.r_
1 1 , ..............� I tit
33, / / / 38� ... ..._. yy..
WETLANDS 34 \ / / �, \ `40 1 \ :':' :: ; r:.;.'....l ...,. _ ..
1 _ - _ �. f 1 I •y l I I _ - ` �4j ` I v, 1 �.'._.'.Ia' 1 1
q, s //f li o� _` ��\\ \ I I s s8 s& a 33 32-I
°o 7 0\/ `t' v. ,y / / j / /8
.+h43-
-I ^ - --41---,- 4TEMPORARY -
1 // 3 5�' -I--�_i 1 r
42_ CONSTRUCTIO 1 \
1 Q5.4' 48" RCP ®2.3A6 8 /
`42_ f - - - `_ -43- - i ENTRANCE/ Da
PIPE TO BE BURIED 1' TO �' - 1 r ��i_ / I I `- - _J" _ - - - - - - 44- - w �
ALLOW NATURAL STREAM
GROWTH -�// 45-
9 / r tr53 / / B VVn DIVE 39
�% 1L LJ ,l g X / "� y`6 jai' 146
'I �t _ 44 s - \ / �s �� rm F 1+00 1 A--39
` W _+00
42
Nil,
I \ \ 44 45 39 1 `` 40A'
40
/ �, I
v. ,� / �° ,� \ 41 ' WET A J `D S � I \ INLET33 r' 1
--34_ I �, 0.41 a. c. 1 ! L - - _ _ - \ cT10N
40 4 SILT ICE (T'�P)
` 1 \
WETLANDS � NV v. 1 1 _ /� _i / •►. ,i, I I 1
r 1 0l'` 7 j� f�] c 6 _��. Y j / / / / r r I SILT FENCE (TYP) 1
39 38 1 0/1
1 i 1
STRUC. #
27
TOP =
43.10
15 RCP
INV OUT =
39.65
STRUC. #
28
TOP
42.43
15 RCP
INV IN =
38.90 FR STR. #29
15 RCP
1NV OUT =
38.80
STRUC. #
29
TOP =
42.43
15 RCP
INV OUT =
38.99
STRUC. #
30
TOP =
43.35
15 RCP
INV OUT =
39.90
STRUC. #
31
TOP =
42.70
15 RCP
INV OUT =
39.25
STRUC. #
32
TOP =
41.22
15 RCP
INV OUT =
37.75
STRUC. #
33
TOP =
42.61
15 RCP
INV IN =
39.00(FIR STR. #34
15 RCP
INV OUT =
38.90
STRUC. #
34
TOP =
42.57
15 RCP
INV OUT =
39.10
.11y1
11
NO
PONDS WILL BE PUMPED DOWN BY
MECHANICAL MEANS FOR MAINTENANCE OR IN
CASE OF EMERGENCY.
EROSM CONTROL NOTES:
PROPOSED PONDS SHALL BE USED AS
SEDMINET BASINS. CONTRACTOR SHALL
REMOVE ALL SEDIMENT TO THE DESIGNED
ELEVATIONS AFTER THE SITE HAS BEEN
STABILI2ED.
50 25 0 50 100
SCALE: 1 "�50'
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job No.
204384
Drawn BY:
BCC
Checked By:
MNH
Date:
11 /15/05
Scale:
1'=50'
Revisions:
Sheet:
19,10

NLe
Nil 404
/-WETLANDS!-/ 4, 4-
, 4 J �.� � 4-
� 1 ILT FENCE
\ �' `''- v� LCV
i
_
i \
34
IN T
PROTECTIO
/ TYP - 41 /
/ •� v, M ( i _ s 00 17 � /
�, /i_42
•� .I. WETLANDS `� `I'
J
SILT FENCE / ,- .y v, 44
(TYP) /
i .. ' .' . '-...... 19 1
k�: .................. o f
1 Ok00 ' ` 00
....... ...'.'.'.'.'..'.'.'.. ' Z / 1 as a
/ \ _
`I' �� 1 \ W
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- CA J 00)
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38 / I34
1
- 45
1
35
3 48
2 00 _ i 44
37 36_____45
1 i 6',� / 4 Y 1
/ J o' �' 8 0
o x
46 9 lie
�_- 30
o 1
2 r ,, \
'
2 8 ' ! oo SILT FENCE / 1/
�y 'Ta �,
1 2 7 I 1 ' (�)
2
1 1 �� � � 10 � � �
ON DR - 30 1� o o v
LES Nil,�Z
- 18
12
16
13+40 7 13+00 12+00 ' 31 2 0 \ (YP FENCE J
Qa Nie
IN
i
(Typ 22 -
23 404
25 /I i � �'` r WETLANDS
Nle
EROSION CONTROL NOTES:
PROPOSED PDNDS SHALL BE USED AS
SEDMINET BASINS. CONTRACTOR SHALL
REMOVE ALL SEDIMENT TO THE DESIGNED
ELEVATIONS AFTER THE SITE HAS BEEN
STABILIZED.
50 25 0 50 100
SCALE: 1 "=50'
it
It
00
PONDi STORM DRAINAGE
S
TRUC. i
6 RCP INV OUT = 30.50
RUC. # 2
TOP = 36.28
36 RCP INV IN = 30.79 FR STR.3
36 RCP INV OUT = 30.79
STRUC. # 3
TOP = 37A9
36 RCP INV IN = 31.33 FR STR. �4
36 RCP INV OUT = 31.33
5TRUC. # 4
TOP = 39.31
36 RCP INV IN = 32.80 FR STR. ,�5
30 RCP INV IN = 33.50 FR STR. #13
18 RCP INV IN = 34.55 FR STR. #23
36 'RCP INV OUT = 31.92
STRUC. # 5
TOP = 39.75
30 RCP INV IN - 33.56 FR STR. �6
36 RCP INV OUT = 33.06
STRUC. # 6
TOP = 41.84
30 RGP INV IN = 34.77 FR STR. #7
30 RCP INV OUT = 34.67
STRUC. # 7
TOP = 43.60
15 RCP INV IN = 38.00 FR STR. #26
34 RCP INV IN = 35.30 FR STR. �68
30 RCP INV OUT = 35.20
STRUC. # 8
TOP = 43.10
15 RCP INV IN = 39.55 FR STR. #27
30 RCP INV IN = 36.21 FR STR. �9
30 RCP INV OUT = 35.71
STRUC. # 9
TOP = 43.91
15 RCP INV IN = 38.30 FR STR. #28
24 RCP INV IN = 37.06 FR STR. #10
30 RGP INV OUT = 36.56
STRUC. # 10
TOP = 43.35
15 RCP INV IN = 39.80 1:R STR. #30
24 RCP INV IN = 38.00 FR STR. �11
24 RCP INV OUT = 37.9Q
STRUC. � 11
TOP = 42.7Q
15 RCP INV IN = 39.15 FR STR. #3i
15 RCP INV IN = 39.15 FR STR. #12
24 RGP !NV OUT = 38.90
STRUC. # 12
TOP = 43.88
15 RCP INV OUT - 40.44
STRUC. # 13
TOP - 39.27
30 RCP INV IN = 33.68 FR STR. #14
30 RCP INV OUT = 33.58
STRUC. # 14
TOP = 39.75
3D RCP INV IN = 33.93 FR STR. #15
30 RCP INV OUT = 33.83
STRUC. # 15
FOP = 41.34
30 RCP NV IN = 34.48 FR STR. #16
30 RCP INV OUT = 34.36
STRUC. # 1s
FOP = 40.11
30 'RCP INV !N = 35.43 FR S7R. �17
30 RCP INV OUT = 34.93
> ::) V_ -* I
To
OD CO
-
=169
0
STRUC. � 17
TOP = 40.11
24 -RCP INV IN = 35.51 FR STR. #18
30 RCP INV OUT = 35.51
sYRuc. # 1a
TOP = 41.19
15 RCP INV IN = 37.65 FR STR. �32
24 RCP INV IN = 36.49 F-R STR. #i9
24 RCP INV OUT = 36.49
STRUC. # 19
TOP = 44.10
15 RCP INV IN = 38.53 FR S7R. �33
24 RCP INV IN = 37.92 FR SiR. �20
24 RCP INV OUT = 37.42
STRUC. # 20
TOP = 42.47
18 RCP INV IN = 38.68 FR STR. #21
24 _RCP INV OUT = 38.58
STRUGTUR # 21
TOP = 42.46
15 RCP INV IN = 39.00 FR STR. �22
18 RCP INV OUT � 38.75
STRUC. # 22
TOP = 43.60
15 RCP INV OUT = 39,60
STRUC. # 23
TOP = 38.50
15 RCP INV IN = 34.74 FR STR. #24
18 RCP INV OUT = 34.74
STRUC. # 24
TOP = 38.54
15 RCP INV 1N = 34.92 FR STR. #25
15 RCP INV OUT = 34.92
STRUC. � 25
TOP = 39.33
15 RCP INV OUT = 35.03
STRUC. # 26
TOP = 42.27
i5 RCP INV OUT = 38.55
STRUC. # 27
TOP = 43.i 0
15 RCP INV OUT = 39.65
sTRuc. # 2a
TOP = 4z.43
15 RCP INV IN = 38.90 FR STR. �29
15 RCP INV OUT = 38.80
STRUC. # 29
TOP = 42.43
15 RCP INV OUT - 38.99
STRUC. # 30
TOP - 43.35
15 RCP !NV OUT = 39.90
STRUC. � 31
TOP = 42.70
15 RCP INV OUT = 39.25
STRUC. # 32
TOP = 41.22
15 RGP INV OUT = 37.75
STRUC. # 33
TOP = 42.61
15 RCP INV IN = 39.00 FR STR. #34
15 RCP INV OUT - 38.90
STRUC. # 34
TOP = 42.57
15 RCP INV OUT = 39.i0
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Drawn By: BCC
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Date: 11 /15/05
Scale: 1 "=5Q'
Revisions:
Sheet:
20.E
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+ 1 I� ?, 5 11 :'�r r I .� �. �• .�-. � ... - ,I� i f i - r' �, .1� �'1 S �.-,: �. ` 1-:+ . .��� � i. �
STRUC. � 17
TOP = 40.11
24 -RCP INV IN = 35.51 FR STR. #18
30 RCP INV OUT = 35.51
sYRuc. # 1a
TOP = 41.19
15 RCP INV IN = 37.65 FR STR. �32
24 RCP INV IN = 36.49 F-R STR. #i9
24 RCP INV OUT = 36.49
STRUC. # 19
TOP = 44.10
15 RCP INV IN = 38.53 FR S7R. �33
24 RCP INV IN = 37.92 FR SiR. �20
24 RCP INV OUT = 37.42
STRUC. # 20
TOP = 42.47
18 RCP INV IN = 38.68 FR STR. #21
24 _RCP INV OUT = 38.58
STRUGTUR # 21
TOP = 42.46
15 RCP INV IN = 39.00 FR STR. �22
18 RCP INV OUT � 38.75
STRUC. # 22
TOP = 43.60
15 RCP INV OUT = 39,60
STRUC. # 23
TOP = 38.50
15 RCP INV IN = 34.74 FR STR. #24
18 RCP INV OUT = 34.74
STRUC. # 24
TOP = 38.54
15 RCP INV 1N = 34.92 FR STR. #25
15 RCP INV OUT = 34.92
STRUC. � 25
TOP = 39.33
15 RCP INV OUT = 35.03
STRUC. # 26
TOP = 42.27
i5 RCP INV OUT = 38.55
STRUC. # 27
TOP = 43.i 0
15 RCP INV OUT = 39.65
sTRuc. # 2a
TOP = 4z.43
15 RCP INV IN = 38.90 FR STR. �29
15 RCP INV OUT = 38.80
STRUC. # 29
TOP = 42.43
15 RCP INV OUT - 38.99
STRUC. # 30
TOP - 43.35
15 RCP !NV OUT = 39.90
STRUC. � 31
TOP = 42.70
15 RCP INV OUT = 39.25
STRUC. # 32
TOP = 41.22
15 RGP INV OUT = 37.75
STRUC. # 33
TOP = 42.61
15 RCP INV IN = 39.00 FR STR. #34
15 RCP INV OUT - 38.90
STRUC. # 34
TOP = 42.57
15 RCP INV OUT = 39.i0
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Revisions:
Sheet:
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Revisions:
Sheet:
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Drawn By: BCC
Checked BY: MNH
Date: 11 /15/05
Scale: 1 "=5Q'
Revisions:
Sheet:
20.E
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_ _ ---.. _ —1_ _,._:.L'�:.:.iii:s;,... 1 �!i �.:.31s �.., ___.,_ . ._. _i._ . •_ ,__t...: '�'.:,ili;tl: in�.t�ii�.�
W--W O.C. MA)MM
WEATHERPROOF SIGN (AS SHOWN ABOVE);
SEE NOTES BELOW FOR CONSTRUCTION
AND SPACING DATA.
Construction Area
DO NOT ENTER
5F MAY BE EITHER a DIAMETER PINE,
DIAIIE1FR OAK, OR IM Ib/LF STEEL
NOTES
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
LETTERS ARE TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED AS DETAILED.
SIGNS ARE TO BE PLACED NO GREATER THAN 200' ON CENTER.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
MAINTAIN CONSTRUCTION AREA FENCE THROUGHOUT DURATION OF PROJECT.
CONSTRUCTION AREA FENCE
40"
4"
3" Construction Area
4" 18"
3" DO NOT ENTER
4"
SIGN DETAIL
18" MIN.
4.5' MIN.
DIVERSION DIKE
N.T.S.
COMPACTED SOIL
­- FLOW
PLAN VIEW
50' MIN.
�,--6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
N.T.S.
SEQUENCE OF CONSTRUCTION
CONCRETE BLOCK
DEINATERING
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
-_.—_---
EROSION & SEDIMENT CONTROL PLAN.
0
.. a
2. INSTALL PERIMETER CONTROLS (TEMPORARY DIVERSION DIKES, SILT
ce
a o
FENCE & TREE PROTECTION FENCING) AS SHOWN ON THE EROSION &
ME
STAKES
SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED
PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
�r
':.':... SILT BARRIER
3. THE PROPOSED STORMWATER MANAGEMENT PONDS WILL ACT AS
°
°° °°° °° —�
_ :. FENCE
SEDIMENT BASINS DURING CLEARING AND GRUBBING ACTIVITIES.
CONSTRUCTION SPECIFICATIONS
°
1 STAKE AT GROUND
_ . :.
EACH CORNER
4: ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES
44Q)
" "
ARE INSTALLED GEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE.
1. LAY ONE BLOCK ON EACH SIDE OF THE STRU RCTU E•
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL°�o
°�opo�Oocrmooaxb
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
��
:.`.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS
AT LEAST 2 INCH BELOW THE CREST OF THE STORM
DRAIN. PUKE THE BOTTOM ROW OF THE BLOCK AGAINST
THE EDGE OF THE STORM DRAIN FOR LITERAL SUPPORT
A
WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 21 DAYS.
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2:1 S1,011F, GRAVEL FILTER
''
6. ONCE THE ROADS, SANITARY SEWERS, WATERLINES AND STORM
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
_
SEWERS ARE IN PLACE, INSTALL INLET PROTECTION AND OUTLET
BLOCK OPENINGS.
MIRE SCREEN
' '"< ~ • '`!' =� i.::
PROTECTIONS AS SHOWN ON THE EROSION & SEDIMENT CONTROL2.
CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
TEMPORARY SEDIMENT
PLANS.
WIRE MESH WITH 1/2—INCH OPENING OVER ALL
POOL
SILT BARRIER FENCE
ACTION
BLOCK OPENING TOO HOLD GRAVEL IN PLACE.
DEWATERING
7. UPON BRINGING THE ROAD BEDS TO SUBG BADE ELEVATIONS,
3. USE CLEAN GRAVEL.. 3/4—TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
NOTE: FOR CURB INLETS AND DROP INLETS
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
. ............ :.........•: --- ..............; _-16
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
2
STONE IS RECOMMENDED
DROP INLET PROTECTION
8. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
:�
1711-
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND
11=(I 1=1 i 1=11 la11-1TI=1 I I- =
N. T. S.
SPECIFICATIONS.
I=1 11=1 11-1 11=1
�-I
I Irl I I -I I I—1 I 4
I hII-i I I- e
T I- I l I1 I1={
9. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
SEDIMENT
1=11!_
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS
SHALL BE REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING
DEVISES SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR
BLOCK AND GRAVEL DROP
INLET PROTECTION
HAULING AWAY IF NOT SUITABLE FOR FILL ALL DENUDED AREAS ARE
TO BE PERMANENTLY STABILIZED WITH PERMANENT VEGETATION.
N.T.S.
iE
0
z
N
r�
CHAIN LINK
_ POST
TEN WIRE FABRK
RNING SIGN
SILT FENCE GEOTEXTILE FABRI
J4 -
r- FILL SLOPE I
p:.:
-GRADE
- B' MIN. COVER
OVER SKIRT *
EXTEND WIRE 6' MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER
NOTE:
—USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
—END OF SILT FENCE NERDS TO BE TURNED UPHILL
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEQ2
:I 1
II
FRONT VIEW I" MIM
�I
LENGTH
STORM DRAIN PIPE RIP —RAP
APRON
GRADE * FOR REPAIR OF SLT
FENCE FAILURES, USE PLAN
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING SLOPE = OX TAILWATER
CATCH BASIN.
FLOW
STORM DRAIN PIPE --
TREE PROTECTION AREA
18"
M DO NOT ENTER
NOTES: WARNING SIGN DET�.IL
WARNING SIGNS TO BE MADE OF DURABLE, IW ATHERPROOF MAZRIAL
LETTERS TO BE 3- HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS RETAILED
SIGNS SHALL BE PLACED AT 50' MAIGMUM INTERVALS
PLACE A SIGN AT EACH END OF LINEAR 7REE PR07EC77ON AND 50' ON CENTER 7HEREAF7ER.
FOR TREE PROTI=CAON AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PR07EC710N AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.....
MAINTAIN TREE PR07EC71ON FENCE THROUGHOUT DURA710N OF PROJECT.
STANDARD TEMPORARY SILT / TREE PROTECTION FENCE
N.T.S.
FILTER FABRIC
SECTION
RIP -RAP SCHEDULE
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
PIPE DIA. (IN.)
LENGTH (FT.)
ITH
WUPSTR A }
WIDWNSTRE AM
INLET TO POND #1
36
18
9
12
INLET TO POND 2
30
15
7.5
10
OUTLET FROM POND #1
30
15
7.5
10
OUTLET FROM POND 121
18
9
4.5
6
ROAD CULVERT X-ING
I TWIN-48"
24
12
16
RIP -RAP APRON
N.T.S.
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Drawn By: BCC
Checked By: MNH
Date: 11 /15/05
Scale:
Revisions:
Sheet:
23*0