SW8060133_APPROVED PLANS_20090107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 o 6, o 1 3 3
DOC TYPE
❑ CURRENT PERMIT
Jam. APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
d-ooa of 07
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Owner / Developer:
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LADE OAKS APARTMENTS PARK AT VILLAGE OAKS,LLC.
315 FRIDAY DRIVE
TOWN OF LELAND / BRUNSWICK COUNTY / NORTH CAROLINA WILMINGTON, NC 28411
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SITE AND STRIPING PLAN
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3W8 UM I JJ MODIFICATION 07/30/08
VILLAGE OAKS APARTMENTS
TOWN OF LELAND / BRUNSWICK COUNTY / NORTH CAROLINA
Is
Owner / Developer:
PARK AT VILLAGE OAKS,LLC.
315 DRIVE
WILMINGTONTON, NC 28411
TEL. [phone]
I� UKHUINIi, UKHINAIit !St
EROSION CONTROL PLAN -PHASE II
FD-
WITHERS & RAVENEL �` ort,". ENGINEERS 1 PLANNERS I SURVEYORS
b��a or�g
7040 Wrightsville Ave, Suite 101
Wilmington, North Carolina 28403
+d�xsrtcs++� Tel. [phone] Fax [phone]
www.withersravenel.com

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PARK AT VILLAGE OAKS, LLC.
315 FRIDAY DRIVE
WILMINGTON, NC 28411
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ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101
Wilmington, North Carolina 28403
Tel. [phone] Fax [phone]
www.withersravenel.com

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DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY
- -
EASEMENT
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STREAM
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STRUCTURE
MINOR CONTOURS
MAJOR CONTOURS
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Site Development For
JAN,UARY.1 3,, 2006
TOWN OF LELAND, NORTH CAROLINA
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OWNER/APPLICANT
PARK AT VILLAGE OAKS, LLC
315 FRIDAY DRIVE
WILMINGTON, NORTH CAROLINA 28411
PHONE: [phone]
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
OA16M D
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19742
ENciNE�P 0:
APPROVED
NORTH CAROLINA ENVIRONMENK
MANAGEMENT COMMISSION
DIVISION OF WATER QUWN
INDEX OF SHEETS
SHT
0.0
COVER SHEET
SHT
1.0
EXISTING CONDITIONS PLAN
SHT
2.0
GENERAL NOTES
SHT
3.0
DEMOLITION PLAN
SHT
4.0
SITE AND STRIPING PLAN
SHT
5.0
UTILITY PLAN
SHT
6.0
EROSION CONTROL PLAN -PHASE I
SHT
7.0
GRADING, DRAINAGE, & EROSION
CONTROL PLAN -PHASE ll
SHT
8.0
DRAINAGE AREA MAP
SHT
9.0
LANDSCAPE PLAN
SHT
10.0
LANDSCAPE DETAILS
SHT
11.0
TYPICAL DETAILS
SHT
12.0
LANDSCAPING AND EROSION AND
SEDIMENT CONTROL DETAILS
SHT
13.0
STORM DRAINAGE DETAILS
SHT
14.0
WATER AND SEWER DETAILS
.0
DEVELOPMENT DATA:
1. TOTAL TRACT AREA - 9.52 AC.
2. DENSITY- (® 13 UNITS/AC.)
123 PERMITTED
** 123 PROPOSED **
3. TOTAL BUILDINGS - 9
4. TOTAL BUILDING COVERAGE - 64,437 S.F. = 15.54X 1
5. TOTAL -
A2-BEDROOM APARTMEN (01,062 S.F./UNIT)
3 = 130,626 S.F.
SELF SERVICE LAUNDRY FACILITY = 1,062 S.F.
OFFICE/MODEL = Z 124 S.F.
= ovv a.r.
6. PARKING
123 UNITS (® 2 SP./UNIT)
Z 124 S.F. OFFICE SPACE (® 1 SP./ 275 S.F.)
254 SPACES REQ'D
**271 SPACES PROPOSED**
1 HANDICAP SPACE / 25 PROP. PARKING SPACES
11 HANDICAP SPACES REQ'D
**11 HANDICAP SPACES PROPOSED**
7. BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHT: 55 FT.
18-UNIT BUILDING: 42 FT 3
12-UNIT AND 24-UNIT BUILDINGS: 41 FT.
8. IMPERVIOUS SURFACES
BUILDING- 64,437 S.F.
104,40
PAVEMENT- 104409 S.F.
SIDEWALK- 11,528 S.F. A A3
TOTAL- 180,374 S.F.
GENERAL NOTES:
1. BRUNSWICK COUNTY PARCEL NOS.:
038AA012
038AAO13
2. TOTAL TRACT AREA: 9.52 ACt
3. ZONING DISTRICT: M-F
4. THIS PROPERTY IS NOT WITHIN A FLOOD ZONE AS
DETERMINED BY THE FEMA MAPS.
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH TOWN
OF LELAND ZONING ORDINANCE & SUBDIVISION
REGULATIONS.
2. A RECOMBINATION PLAT SHALL BE RECORDED IN THE
BRUNSWICK COUNTY REGISTRY TO COMBINE THE TWO
EXISTING PARCELS THAT MAKE THE PROJECT BOUNDARY.
3. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
VILLAGE OAKS APARTMENTS
413,415,417,AND
419 VILLAGE ROAD
�,q ee, 613.3

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 THE TOWN OF LELAND,
BRUNSIWICK COUNTY AND THE STATE OF NORTH CAROUNA.
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 TOPOGRAPHY AND U MJ7IES HAVE BEEN TAKEN FROM A MAP PREPARED BY MICHAEL N.
UNDERWOOD, P.L.S. OF MICHAEL UNDERWOOD J4 ASSOCIATES PA.
2. ALL BOUNDARY INFORMATION, INCLUDING THE RECOMBINATION PUT TO COMBINE THE TWO
ENISTING PARCELS THAT MAKE UP THE PROJECT BOUNDARY HAVE BEEN PREPARED BY CLIFFORD
A WAGNER, P.L.S. WITH WITHERS AND RAVENEL
3. ALL BUILDINGS HAVE BEEN DESIGNED BY JOHN STIREWALT, PA
4. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PUNS 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...
5. CONTRACTOR SHALL COMPLY MATH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
6. CONTRACTOR SHALL PUN 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.
7. 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:.
8. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
9. CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE -CALL CENTER AT 1 (800) 632-494e AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
10. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB do 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 MATH 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 WRING 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 OUT 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.
' • • �. � ���IL!r��I•�LT�I��L•�1��
GENERAL 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 15 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 WALL 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 WALL BE STABILIZED WITHIN 15 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.
Seeding Mixture
SPECIES RATE (LBACRE)
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 JUN.
SUMMER
SPECIES
RYE (GRAIN)
Seeding dates
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 LIB/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, REFERTILIZE 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 LIMITS'
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 PATH 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 THE TOWN
OF LELAND 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.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
h • •Ii 1'i �,
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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Drawn By: JEW
Checked By: MNH
Date: 01-13-06
Scale: 1"=40'
Revisions:
Sheet:
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\ THOMAS G. LOSSEN
\ D.B. 492-205
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\ \ LAND USE: 96
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NOTE:
THERE IS AN EXISTING WELL ON THE PROPERTY THAT MUST BE
PROPERLY FILLED AND CAPPED.
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40 30 20 10 0 20 40 80
1"=40'
job No. 204402.01
Drawn By: JEW
Checked By: MNH
Date: 01-13-06
Scale: 1'=40'
Revisions:
Sheet:
10

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FIRE LANE STRIPING DETAIL
N.T.S.
NOTES:
1. OUTLINE AND HATCHING OF FIRE LANE SHALL
BE 4 INCHES IN WIDTH AND RED IN COLOR.
2. LETTERS SHALL BE 1 FOOT IN HEIGHT, SPACED
3 INCHES APART, AND RED IN COLOR.
3. TEXT SHOULD READ EVERY 100 FEET ALONG
DESIGNATED HATCHING SHOWN ABOVE.
4. COORDINATE WITH FIRE MARSHALL BEFORE
INSTALLING.
N /F
THOMAS G. LOSSEN
D.B. 492-205
ZONING: 0&1
LAND USE:
RESIDENTIAL
HANDICAP PARKING
SIGN, TYP. --s,
3-STORY
18 UNITS
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N /F
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LAND USE:
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HANDICAP RAMP, TYP.
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18 UNITS 16' 18 UNITS 4
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DONALD 0. & MABLE C. HILL
D.B. 144-396
ZONING: C-1 & R-15
LAND USE: RESIDENTIAL
Ifg 4->00
DEVELOPMENT DATA:
1. TOTAL TRACT AREA - 9.52 AC.
2. DENSITY- (® 13 UNITS/AC.)
123 PERMITTED
** 123 PROPOSED **
3. TOTAL BUILDINGS - 9
4. TOTAL BUILDING COVERAGE - 64,437 S.F. = 15.54% Al
5. TOTAL F -
A2-BEDROOM APARTMENTS (01,062 S.F./UNIT)
3 = 130,626 S.F.
SELF SERVICE LAUNDRY FACILITY = 1,062 S.F.
OFFICE/MODEL = 2,124 S.F.
CLUBHOUSE AND POOL = 5,400 S.F.
6. PARKING -
123 UNITS (® 2 SP./UNIT)
2,124 S.F. OFFICE SPACE (® 1 SP./ 275 S.F.)
254 SPACES REQ'D
**264 SPACES PROPOSED**
TOTAL PARKING SPACES B/F 201-300
7 HANDICAP SPACES REQ'D
**8 HANDICAP SPACES PROPOSED**
7. BUILDING HEIGHTS
MAXIMUM BUILDING HEIGHT. 55 FT. A3
18-UNIT BUILDING: 41.46 FF.
12-UNIT AND 24-UNIT BUILDINGS: 40.71 FT.
F1
SURFACE
v v v v v
8. IMPERVIOUS SURFACES
BUILDING- 64,437 S.F.
PAVEMENT- 104,409 S.F.
' SIDEWALK- 11,528 S.F.
TOTAL- 180,374 S.F.
-7.5! SETBACK
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GENERAL NOTES:
1. BRUNSWICK COUNTY PARCEL NOS.:
038AA012
03SAA013
2. TOTAL TRACT AREA: 9.52 ACt
3. ZONING DISTRICT: M-F
4. THIS PROPERTY IS NOT WITHIN A FLOOD ZONE AS
DETERMINED BY THE FEMA MAPS.
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH TOWN OF
LELAND ZONING ORDINANCE & SUBDIVISION REGULATIONS.
2. A RECOMBINATION PLAT SHALL BE RECORDED IN THE
BRUNSWICK COUNTY REGISTRY TO COMBINE THE TWO EXISTING
PARCELS THAT MAKE THE PROJECT BOUNDARY.
J. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
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GRAPHIC SCALE
40 30 20 10 0 20 40 80
1"=40'
Job No. 204402.01
Drawn By: LJT
Checked By: MNH
Date: 01-13-06
Scale: 1 "=40'
Revisions: 1 01/16/06
2 02/07/06
03/20/06
Sheet:
4,0

SE: \
TIAL \
EX.SMH
EX. C�RE DR
MANH AND
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N/F N/F
THOMAS G. LOSSEN JIMMIE D. BLANTON
D_B. 492-205 D.B. 249-310
ZONING: 0&1 ZONING: 0&1 & C-1
LAND USE: ' LAND USE:
RESIDENTIAL RESIDENTIAL
-- -- -- -- -- -- ---
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of METER�R WATT 909 (TYP.).
N/F \ l f GANG WATER jj 0 - 0. _
LILLIAN MCKOY HA ES\ 'a STORMWATER METER ASSEMBLY 1
D.B. 216-707 POND1 (12 WM) GANG WATER GANG WATER
METER ASSEMBLY METER ASSEMBLY
ZONING: ITRACT& TO \ \ \ 2 SERVICE, (12 WM EACH) FDC 6" FI2E 12 WM EACH) FDC
VERIF`l� SIZE TAP AND G.V.
��� A j
LAND U � FDC � � LINE TYP.
LD
RESIDENT \ --
LOCATION OF ; . • \ \ 8"x 8"TEE - _ - 6"-90' BEN
\,
EX. WATER .MAIN
G.V. w 10' WA w
-8"-22.5' BEND
F
0
8" 8" TEE
J
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0
I-�—CO TRACTOR t N N
TO , IELD o No 0
VE FY SIZE - N
I AN LOCATION f� o 0) 6
OF X. WATER 0' > V xx >
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\.\ \ 8 -45' BE w 10 W L - } �I VAL
w_ " A �► 8"-22.5' BEND=; ESMT $_"x6" TF a 8 a 00
/ 4 w) r
\ 8 22 5 BEAT 6 G.V. 3R I
DORIS E. DAVIS D.B. N/F\\ \ \\ t`Q"_11.5' BEN �, w W GC900 w w w ".. w w w 3 ao j
166-487 A C 2 SERVICE 2 SERVICE
"x6" TEE " TAP ANDG.V+ FHA TAP AND G.V. w FHA w
\ CONNE WI p " 8-11.25' BEND 8 x6 TEE
ZONING: C-1 r
LAND USE: \ 8"�8"' T P� \\ r 6 G.Y.
-2m SERVICE10 6w G.V.
RESIDENTIAL .-`SLEEVE ,,.YdQVE —._- --- ----------- -_.-_ �_— ,�--.� TAP - -=
AND G.V.
\ 3 -- A_ --- -- CONCRE i E DRIVEWAY Y � y X_-
-- . \ V
.,- JAMES MCKOY, JR. \ \ \�\\ DONALD 0. &/MABLE C. HILL O COASTAL CAROLINA CAR WASH, L.L.C.
D.B. 368-275 \
D.B. 144-396 D.B. 1505-1320
ZONING: C-1 \ \ \\ ZONING: C-1 & R-15 0 ZONING: C-1
LAND USE: LAND USE: RESIDENTIAL LAND USE: COMMERCIAL
2
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AND
.NOTES6
1. ALL SANITARY SEWER SERVICES GOING
TO THE BUILDINGS THAT CROSS UNDER
THE EXISTING DITCH SHALL HAVE A
MINIMUM OF 3' COVER, IF 3' OF COVER
IS NOT POSSIBLE THAN DUCTILE IRON
PIPE (DIP) SHALL BE USED.
2. CONTRACTOR TO INSTALL VERTICAL
BENDS ON WATER LINE AS REQUIRED TO
AVOID CONFLICTS WITH STORM
CULVERTS.
3. ALL SANITARY SEWER LATERALS OUTSIDE
OF THE PROPOSED 30' UTILITY
EASEMENT SHALL BE SOLE
RESPONSIBILITY OF THE PROPERTY
OWNER FOR PROPER OPERATION AND
MAINTENANCE.
3
P
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1"=40'
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Job No. 204402.01
Drawn By: UT
Checked By: MNH
Date: 01-13-06
Scale: H:1"=40', V:1"=4'
Revisions: 03/20/06
Sheet:
5.0

NOTE.
1. A PUMP WILL BE PROVIDED TO DRAIN THE POND FOR
MAINTENANCE OR IN AN EMERGENCY.
0
F&
V-
GRAPHIC SCALE
40 30 20 10 0 20 40 80
1 "=40'
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Job No. 204402.01
Drawn By: UT
Checked By: MNH
Date: 01-13-06
Scale: 1 "=40'
Revisions: 02/07/06
03/20/06
Sheet:
8.0

tAQGL
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S'
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�0. 1.
Y HAYES \
707
C-1
SE:
TIAL
LILLIAN
D.B.
Zon
LA
RE`.
FAI
LANDSCAPE NOTES
Parl6ng Requirements
1 Tree / 15 epee.— 18 Trees Required
28 Trees Provided
1 Understory Tree / 10 apes.- 26 Trees Required
33 Trees Provided
1 Shrub / 4 secs.- 66 Shrubs Required
337 Shrubs Provided
Residential Buffer Level 1A
Required Minimum Buffer Width 10'
(1959 ft.) 4 Trees / 1OOft.= 80 Trees Required
245 Trees Provided
(1959 ft.) 12 Shrubs / 100fL- 240 Shrubs Required
245 Shrubs Provided
N/F
THOMAS G. LOSSEN
D.B. 492-205
ZONING: 0&1
LAND USE:
RESIDENTIAL
3-STORY
18 UNITS
ZS--1
M (297 S.F.) M
zVS-1
(2890S.F.)
(220 S.F.)
IV- 136
U- 136
3-STORY
18 UNITS
` .i0 fj AidL��i
14
I■ = WLry' I .1
3-STORY
18 UNITS
IV-9
(29�7 S.F.)
zS-1
IV-10
(289 S.F.)
1-j Ile
POOL ENCLOSURE
FENCING (REFER TO SHEET 11.0)
QL- 1 AR-1 QL- 1
QL-1
CLUBHOUSE L-
W/ PUMP ROOM POOL
QL- 2
/ ir
x 1
1
3-STORY
23 UNITS x V
1,062 SF SELF-SERVICE / k L x n,� /
LAUNDRY ROOM X, / �' i X=j
�,/
zS-1 AfMiRr-ZS-1 CP-46-
-21
(271 S.F.) 2110s ) L J-3
'4 _,S.F.)
(1508 S.F
l
Z�yyS-1 w / x� �ZVS-1 w w
X790S_F_) `� (2250S.F.)
N/F
DONALD 0. & MABLE C. HILL
D.B. 144-396
ZONING: C-1 & R-15
LAND USE: RESIDENTIAL
- d(.a.. 4 ->00 - -
LANDSCAPE NOTES
1. KEY LETTERS REFER TO PLANT LIST.
2. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN 'THE
AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERIGW ASSOCIATION OF
NURSERYMEN.
3. ALL PLANTING BEDS SWW_ RECEIVE A MIN. OF V PINE BARK MULCH.
4. ALL AREAS DISTURBED AND NOT SPECIFIED AS MULCHED PLANTING BEDS WILL BE
GRASSED. LAWN AREAS MAY BE SEEDED WITH GRASS.
5. CONTRACTOR SHALL USE WHATEVER METHOD OF TREE STAKING HE DEEMS FIT. HOWEVER.
HE WILL BE HELD LIABLE FOR ANY DAMAGES CAUSED TO TREES BY IMPROPER STAKING
METHODS (OR ABSENSE OF STAKING) AND IS RESPONSIBLE FOR UPRIGHIING AND
REPLANTING TREES WHICH ARE BLOWN OVER.
6. CONTRACTOR SHALL WARRANTY ALL TREES AND SHRUBS FOR A PERIOD OF ONE YEAR
FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THE LANDSCAPE PLAN.
7. IF DISCREPANCIES OR AVAVLAeurrs ARE FOUND IN THE PLANT SPECIES AND/OR MIN.
SIZES REQ'D., CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT. SUBSTITUTIONS MAY
BE MADE WITH AUTHORIZATION AS LONG AS THE PLANTS FOLLOW THE INTENDED FORM
AND FUNCTION.
COUNTY REQUIREMENTS
1. ALL PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY PROTECTED FROM
VEHICULAR TRAFFIC.
2. THE OWNER IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED PLANT MATERIAL AND
PLANTING AREAS IN GOOD HEALTH AND APPEARANCE. ANY DEAD, UNHEALTHY OR
MISSING PLANTS MUST BE REPLACED WITHIN 60 DAYS WITH VEGETATION WHICH
CONFORMS TO THE INITIAL PLANTING RATES AND STANDARDS.
��, �
44
� .a•Fii�►
RY
' •22 UNITS
FFICE
SPACE/MODEL2,124 SF
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KEY
NO.
BOTANICAL NAME
COMMON NAME
SS'Nrk
REEMARKS
AG
343
ABEL14 GRMDIFLORA
GLOSSY
18-24'
6' O.C.
'EDWARD GOUCHER'
ABpJA
AJ
437
ACUBA JAPONICA
DWARF GOLDUST
15-18'
3' O.C.
'NANA VERX,ATA'
ACUBA
AR
13
ACER RUBRA
RED MAPLE
8-10,
•OCTOBER GLORY
3• CAL
CP
190
CHAMAECYPARIS PISIFERA
JAPANESE
18-24'
4' O.C.
'GOLDEN MOPS'
FALSE CYPRESS
IV
337
ILEX VOMTTORIA
DWARF YAUPON
12-1 r
4' O.C.
'SCHILUNGS'
HOLLY
3 GAL,
U
288
LIGUSTRUM JAPONICUM
WAX —LEAF
24-30"
4 O.C.
'SUWANEE RIVER'
LIGUSTRUM
5 GAL
MC
16
MYRICA CERIFERA
SOUTHERN
24-30„
6' O.C.
WAX—WYRTLE
10 GAL
PRUNUS X
FLOWERING
6-8'
PO
2
'OKAME'
CHERRY
3' CAL
QL
22
QUERCUS L AURIFOLIA
LAUREL OAK
B-10'
DARLINGTON'
3' CAL.
ZELXOVA SERRATA
ZELKOVA
8-10,
ZS
23
'VILLAGE GREEN'
3" CAL
O.C. — ION CENTER" CAL. — "CALIPER AT 6" ABOVE GRADE' GAL — *GALLON CONTAINER*
N/F
JIMMIE D. BLANTON
D.B. 249-310
ZONING: 0&1 & C-1
LAND USE:
RESIDENTIAL
3-STORY
12 UNITS
10
5 S.F.
I'
-4
-23
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COASTAL'•
D.B.1
ZONING:
LEGEND
— AG (GLASSY
ABELIA)
1k — AJ (JAPANESE
AUCUBA)
— AR (RED MAPLE)
— CP (JAPANESE
FALSE CYPRESS)
— IV (DWARF
YAUPON HOLLY)
— LJ (WAX —LEAF
LIGUSTRUM)
— MC (SOUTHERN
WAX —MYRTLE)
— PO (FLOWERING
CHERRY)
QL
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(LAUREL OAK)
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40 30 20 10 0 20 40 80
1"=40'
Job No. 204402.01
Drawn By: JEW
Checked By: MNH
Date: 01-13-06
Scale: 1•.40'
Revisions: 3 03/20/O6
Sheet:
9e0

FAI
TYPICAL 24 UNIT FOUNDATION PLANTING PLAN ( T2 OTAL)
SCALE 1'=20'
0
Parking Requirements
1 Tree / 15 SPcs.- 18 Trees Required
28 Trees Provided
1 Understory Tree / 10 apes.= 26 Trees Required
33 Trees Provided
1 Shrub / 4 apes.— 66 Shrubs Required
337 Shrubs Provided
Residential Buffer Level 1A
Required Minimum Buffer Width 10'
(1959 fL) 4 Trees / 100fL= 80 Tram Required
245 Trees Provided
(1959 fL) 12 Shrubs / 100fL- 240 Shrubs Required
245 Shrubs Provided
LANDSCAPE NOTES
1. KEY LETTERS REFER TO PLANT LIST.
2. ALL PLANTS SWILL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN 'THE
AMERICAN STANDARD FOR NURSERY STOCK' BY THE AMERICAN ASSOCIATION OF
NURSERYMEN.
3. ALL PLAITING BEDS SWILL RECEIVE A MIN. OF 4' PINE BARK MULCH.
4. ALL AREAS DISTURBED AND NOT SPECIFIED AS MULCHED PLANTING BEDS WILL BE
GRASSED. LAWN AREAS MAY BE SEEDED WITH GRASS.
5. CONTRACTOR SHALL USE WHATEVER METHOD OF TREE STAKING HE DEEMS FT. HOWEVER.
HE WILL BE HELD LIABLE FOR ANY DAMAGES CAUSED TO TRIES BY IMPROPER STAKING
METHODS (OR ABSENSE OF STAKING) AND IS RESPONSIBLE FOR UPRIGHTING AND
REPLANTING TREES WHICH ARE BLOWN OVER.
6. CONTRACTOR SHALL WARRANTY ALL TREES AND SHRUBS FOR A PERIOD OF ONE YEAR
FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK OF THE LANDSCAPE PLAN.
7. IF DISCREPANCIES OR AVAN.ABiLTYS ARE FOUND IN THE PLANT SPECIES AND/OR MIN.
SIZES REO'D.. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT. SUBSTITUTIONS MAY
BE MADE WITH AUTHORIZATION AS LONG AS THE PLANTS FOLLOW THE INTENDED FORM
AND FUNCTION.
COUNTY REQUIREMENTS
1. ALL PLANTINGS SHALL BE CURBED OR OTHERWISE PHYSICALLY PROTECTED FROM
VEHICULAR TRAFFIC.
2. THE OWNER IS RESPONSIBLE FOR MNNTNNING ALL REQUIRED PLANT MATERIAL AND
PLANTING AREAS IN GOOD HEALTH AND APPEARANCE ANY DEAD. UNHEALTHY OR
MISSING PLANTS MUST BE REPLACED WITHIN 60 DAYS WITH VEGETATION WHICH
CONFORMS TO THE INITIAL PLANTING RATES AND STANDARDS.
0
KEY
NO.
BOTANICAL NAME
COMMON NAME
SSIIIZE
REMARKS
343
ABELIA GRANDFLORA
GLOSSY
18-2eAG
6' O.C.
EDWARD GOUCHER'
AS"
AJ
437
ACUBA JAPONICA
DWARF GOLDUST
15-180
3' O.C.
'NANA VERIGATA'
ACUBA
AR
13
ACER RUBRA
RED MAPLE
8-10'
,OCTOBER GLORY
3' CAL
CID
190
CHAMAECYPARIS PtRFERA
JAPANESE
18-2e
4' O.C.
'GOLDEN MOPS'
FALSE CYPRESS
IV
337
ILEX VOMRORIA
DWARF YAUPON
12-15'
4' O.C.
'SCHIWNGS'
HOLLY
3 GAL
U
288
LIGUSTRUM' JAPONICUM
WAX -LEAF
24-30"
4 O.C.
'SUWANEE RIVER'
UGUSTRUM
5 GAL
MC
16
MYRKA CERIFERA
SOUTHERN
24-30"
6. O.C.
WAX -MYRTLE
10 GAL
PO
2
PRUNUS X
FLOWERING
6-8'
OKAME'
CHERRY
3` CAL.
QUERCUS LAURIFOUA
LAUREL OAK
8-10'
QL
22
DARLINGTON.
3' CAL.
ZELKOVA SERRATA
ZELKOVA
B-10'
ZS
23
'VILLAGE GREEN'
V CAL..
O.C. - `ON CENTER' CAL - 'CAUPER AT W' ABOVE GRADE' GAL - IGALLON CONTAINER'
CLUBHOUSE
W/ PUMP ROOM
- AG (GLOSSY
ABELIA)
(JAPANESE
a
D MAPLE)
FALSE CYPRESS)
- IV (DWARF
YAUPON HOLLY)
- U (WAX -LEAF
LIGUSTRUM)
ll' - MC (SOUTHERN
WAX -MYRTLE)
- PO (FLOWERING
CHERRY)
QL
- L
(AUREI OAK)
1• .) - ZS
�T (ZELKOVA)
AJ-8
LJ-2
000
POOL ENCLOSURE
FENCING
V
C-
GRAPHIC SCALE
20 10 0 20 40
SCALE: 1-_20'
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Job No.
204402.01
Drawn By:
JEW
Checked By: MNH
Date:
01-13-06
Scale:
1"=20'
Revisions:
3 03/20/O6
Sheet:
1000

NOTES: --
1. CONSTRUCT THE WALKING SURFACE WITH BLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDERALK.
pM � � 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
Sq m S PROCIDIIREBNORTH L TRAFFINA MPIC OPERATICS NERAL STATUTE 1REPAIR84 IXIRRECTION OREQUIRES F UTTLTTEB ON RED ALL 87MEET CURBS IFOR ANY REASON AFTER SEPTEMBER 1 1978 NG CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
p PROVIDE WiELCRAIR RAIDS FOR TIE PHYSICALLY OISRGLED AT ALL INTEABECTIONB WHERE BOTH CRB AND GUTTER AND S16E211LxS ARE
_„_„mpIn
o PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
nn' Z� IN ADDITION SECTION 22B OF THE 1973 FEDERAL AID HIGHWAY &1FETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
J 1 PLANNED AFTER JULY 1,1976 WHETHER A SIDEWALK 18 PROPOSED INITIALLY OR IS FOR A RMIRE DATE.
4-4
THE AMERICANS WITH DISABILITIES ACT (ADO) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIBILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1264. THESE CURB RAMPS HAVE SEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
4. PROVIDE WEELCHAIR RAMP$ AT LOCATIONS AS SHOW ON THE PANS OR AB DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
AS DIRECTED BY THE ENGINEER WHERE EXISTIIW LI(MR POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WERE
TWO RAMPS ARE INSTALLED PLACE GOT LE88 TEAR 2 FEET MP FULL HEIGHT C1R8 BETWEEN THE RAMPS. PACE MAL RAM
AS NEAR PERPENDICR.AR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
6. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CGDBETE WHEELCHAIR Pmm. (6a. YDB.)
Z S. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AM GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.)
is
H 7. SUCH PRICES AND PAYMENTS I8 CONSIDERED FULL COMPESATION FOR ALL MATERIALS, LABOR, EQHIPIBR, TOOLS AND INNCIDEHTALS
NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
8. DO NOT EXCEED 0.00 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
p Er"1 n9 EE 9. CONSTRUCT WLCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS.
m10. USE CLASS 08" CONCRETE WITH A SIDEWALK FINISH IN OLDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
g O 11. PLACE A Y2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAP JOINS THE CURB AND AS SHOWN ON STD. M. 848.01.
12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 4' CLEAR ZONE IN THE VEHICULAR TRAVELMAY WHEN ME RAMP IS INSTALLED. (SEE NOTE 17)
Z' 1S. COORDINATE THE CUM CUT AND THE PEDESTRIAN CROSSALK LINES 80 THE FLOOR OF THE WHEELCHAIR RAID WILL FALL WITHIN
'10 61 THE PEDESTRIAN CRD$MfALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES 80 24" OF FULL HEIGHT CURB FALLS WITHIN
O THE CROSSWALK MARKINGS ON EACH BIDE OF THE PLANES.
7° 14. COMMICT THE PEDESTRIAN CROSMILLK A MINIMUM OF 8 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER I8 DESIRABLE.
15. 118E STOP LINES, NORMALLY PERPEDICULAR TO THE LANE LINES, WERE IT 19 IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
BIEN MAY REQUIRE THE PLACEMENT OF THE STOP LIME TO BE PARALLEL TO THE INTERSECTING ROADWAY.
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK MP PEDESTRIAN CROSSWALK.
17. PACE ALL PAVEMENT MAW(INGT IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (IUTCD)
PUBLISED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SIWPLEBLT TO THE MAW.
HANDICAP RAMP NOTES
N. T. S.
j JgNT FIBER SEALANT ON
1 1/2
4" CONCRETE WALK
AINAGE FILL OR
UNDISTURBED SOIL
NOTE. SEE SOILS REPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN OTHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS. AND
CORNERS (UNLESS NOTE) OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
ASPHALT DETAIL FOR PARKING LOT
ASPHALT DETAIL FOR TURNING
LANE Wj RIGHT OF WAY
PAVEMENT DETAIL
N.T.S.
2' SURFACE COURSE, 1-2 OR SF 9.5A
-6' CRUSHED AGGREGATE BASE COURSE
SF9.5A
119.08
B25.06
COMPACTED SUBGRADE
4,000 P.S.I. CONCRETE
8' X 6' W2.0 X W2.0 W.W.F. REINFORCING
MIN. 2" DEPTH
B' CA.B.C.
p T`?d'7ATX
CONCRETE PAVEMENT DETAIL
N.T.S.
ASPHALT RAMP r M�
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
1/2' DIA. STEEL RODS)
(#4 REBAR)
2.0' MINIMUM LENGTH SECTION A - A
TURN -DOWN SIDEWALK
N. T. S.
L- CURB & GUTTER
COMPACTED BASE COURSE
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
JOINT
1/2" R 6. 18'
1 /2" R .. 18'
3" R 1/8" R 6
R 3
m /8" R
e "
e a o
N
o a LEVEL 7
ti
n
a
24' a a .
r
iTO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND I 24" _
/4' : 1'-0' SLOPE OR AS SHOWN ON PLANS) r
mumv4:4i M" M►% L►B II
CURB AND GUTTER
0MIS
GENERAL NOTES:
CONSTRUCTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES
OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB
MALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
G1
2.0' MIN. 7,0'
1.02.5' 2.5'
�r
1/2' DIA. STEEL RODS (#4 REBAR)
2.0' MINIMUM LENGTH
ELEVATION VIEW
WHEEL STOP DETAIL
N.T.S.
N_1
0.875'
-1.5" CHAMFER
SURFACE
COMPACTED
BASE COURSE
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
3.0' OFF OF BACK OF CURB
I-4"X4" POSTS-\
01
X
4'
O
F
8' CONCRETE PAD
4' AT 3000 PSI W/
6X6 616 W.W.F.
X
I-
AS SHOWN ON PLANS L
AS SHOWN ON PLANS
fl
PUN
2"X6' CAP
CONCRETE , V4"X4" POSTS �HOFOZONTAL
FOOTINGS (TREATED) WOOD SIDING
ELEVATION
DUMPSTER PAD & ENCLOSURE DETAIL
N.T.S.
GENERAL NOTES:
A GROOVE JOINT 1" DEEP NTH
1/8" RADII SHALL BE REQUIRED IN
THE CONCRETE SIDEWALK AT 5'
INTERVALS. ONE 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 45'
INTERVALS. A 1/2" EXPANSION
JOINT WILL BE REQUIRED WHERE
THE SIDEWALK ABUTS ANY CURB &
GUTTER AND ANY RIGID
STRUCTURES. IN SIDEWALKS &
PLAZA AREAS EXPANSION JOINTS
ARE REQUIRED AT NO GREATER
THAN 30'INTERVALS CONCRETE
SHALL BE 3600 PSI. IN 28 DAYS.
;e
SPHALT
AVEAENT
1
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UNLESS NOTED OTHERWISE
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-
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FILLED W/ CONCRETE
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1.
VERIFY LOCATION OF UNDERGROUND UTILITIES
momm
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BEFORE DRILLING FOR CONCRETE FOUNDATION
W
.
2.
WHERE 4' OR 6' PIPE BOLLARDS ARE SPECIFIED,
tO
CONC. BASES SHALL BE 1'-6" DIA. BY S-O' DEEP
3.
DIMENSION (D) OF ROUNDED CONCRETE CAP
2'-0'
SHALL BE 1/4 PIPE DIAMETER
4.
PAINT "BROWN" WHEN LOCATED IN PLANTER
Seal
DIA 5. PROVIDE REMOVABLE PIPE BOLLARDS AT
EQUIPMENT ACCESS PANELS AS REQUIRED.
EXTERIOR PIPE BOLLARD
N. T. S.
GROOVE JOINT (5' MAX. O.C.)
1/8' RADIUS I'
CONCRETE SIDEWALK DETAIL
CONCRETE SIDEWALK
N.T.S.
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N.T.S.
a SEAL
19742
(FNGINEE
t A. ...�
J I
3600 P.S.I. CONCRETE
vi w 00
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COMPACTED SUBGRADE
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Job No.
204402.01
Drawn By:
Checked By:
MNH
Date:
01-13-06
Scale:
N/A
Revisions: A
03/20/06
Sheet:
1100

VARIES (6' MAX.) J
� TOP STRAND MIN.
'I COMPACTED SOIL Co
#10 GUAGE STAY WARES MIN. W It
#12-1/2 GUAGE 18" MIN. 0
NEVER CUT ALEADER /Yl !Yl f- FLOW }
PRUNE PROPORTIONALLY 70 G/� (,
COMPENSATE ROTS AND FOR
PRiM07E `4 ,f' " - ��jj UNE WIRES MIN. W r0 00
NATURAL CHARACTER A lJ r f 12-1 /2 GUAGE � 00
N
GROWTH: HOWEVER, PLANT 4.5' MIN. SHALL BE THE SIZE SPECI- L ` OD (O
BED AFTER PRUNING HAS ` '(J f (V Lo
N E
BEEN ACCOMPLISHED. W] t�� DIVERSION DIKE Q ' o °v
In c . (3) LOOPS RUBBER GARDEN NTREE TRUNK.T.S. -
THEHOSTWICE THE DIAMETER of > L X N
TNS7ED � µOW WIRE. BOTTOM STRAND MIN. 610 GI
W aUL+-
L
9 GAUGE NOTE TEMPORARY SEEDING SHOULD PROVIDED ON ALL DIVERSION DIKES Z O n N
BY HE STAKES AS APPROVED Q +>+ Z N L
BY THE LANDSCAPE ARCHITECT J � C
BURP 7. E VY NK WITH R STEEL OR WOOD POST 0 o 3
OR OTHER MAT CREPE PAPER INCORRECT STAKES - O, N 3
OR OTHER MATERIAL IN 6'-10'
SAUCER TH �� STRIPS CORRECT o c o
FILTER FABRIC v E rn
FINISHED 4• SHALL BEAR SAME REAL- r
�� �� TIONSHIP TO FINISHED GRADE
GRADEAS TO PREVIOUS DOSING BARRIER SHOULD BE INSTALLED AT THE DRIP FILL SLOPE SILT BARRIER
W
-- LINE OF TREE BRANCHES 1 STAKE AT
o
NOTES: �- GROUND u1
.'.' •• NOTES: GROUND LINE _I ? �� �� Z
CUT ROOTS AS NECESSARY 1. WIRESHAD. BE A MINIMUM OF 32' IN "' `j
IN CONTAINERZED PLANTS IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES WIDTH AND SHALL HAVE A MINIMUM OF 6 Tv
_....
.`*` THAT ARE POT BOUND REPAIR ANY DAMAGE TO THE CROWN, TRUCK OR ROOT SYSTEM IMMEDIATELY. LINE WARES W 12 STAY SPACING I I-- Z
SUBSOIL BROKEN W/PIC( - FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT 2. FILTER FABRIC SHALL BE A MINIMUM OF r- o I ��1 '. W
VARIES 36 IN WIDTH AND SHALL BE FASTENED
27- GREATER - REPAIR ROOTS BY REMOVING THE DAMAGED AREAS NTH A CLEAN CUT. ADEQUATELY TO THE WARE Hn
THAN WIDTH - REPAIR DAMAGALLE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS 3. STEEL POST SHALL BE 5' 0' IN HEIGHT N b a
OF B AND BE OF SELF FASTENER ANGLE
TYPICAL DECIDUOUS TREE PLANTING DETAIL - ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN STEEL TYPE d o Nw " ' a ,
4. WOOD POSTS SH6LL BE A MINIMUM OF 6' o I w SILT BARRIER FENCE m Seal
IN HEIGHT AND 3 OR MORE IN DIAMETER 0 SECTION A - A
N.T.S. EXAMPLE OF TREE PROTECTION FENCING WIRE FABRIC SHALL BE FASTENED TO WOODEN 3 NOTE FOR CURB INLETS AND DROP INLETS
POST WITH NOT LESS THAN #9 WIRE STAPLES
N.T.S. 1-1/Y LONG ANCHOR FILTER FABRIC O oFE Sro v
SKIRT a SEAL '<
SILT FENCE 19742 W
DROP INLET PROTECTION
'9 FNGINEE�
N, 9
N.T.S..T.S.c•.
3 �V
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
,C MULCH
SO, M
+�GTpPG
SAUCER WIDTH
FINISHED GRADE
PLANTING SOL TO BE
WORKED-UP SOL DUG
FROM THE PLANTING HOLE
`i. }tJSj 1h yZ�hn� f�
6' MIN.
SUBSOIL BROKEN
COARSE AGGREGATE
w/ PICKPLAN
VIEW
CUT ROOTS AS NECESSARY VARY
IN PLANTS
50' MIN.
ZCONTAINERIZED
THAT ARE POT BOUND GREATER
6� DIVFB SION TO DIRECT RUNOFF FROM R/W
THAN WIDTH
SHRUBS SHALL BEAR THE SAME OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
SECTION VIEW
AS TO PREVIOUS EXISTING GRADE
TYPICAL SHRUB PLANTING DETAIL
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
TEMPORARY GRAVEL & RIP RAP FILTER BASIN
DAM
DENUDED
DRAINAGE
RUNOFF
SYSTEM
10-YEAR
WEIR
AREA
AREA
VOLUME
VOLUME
NUMBER
AREA
AREA
COEFFICIENT
INTENSITY
PEAK FLOW
LENGTH
REQUIRED
PROVIDED
REQUIRED
PROVIDED
(AC)
(AC)
(IN/HR)
(CFS)
(FT)
(SF)
(SF)
(CF)
(CF)
POND#1
2.24
2.24
0.30
6.43
4.32
10
1,882
6,056
4,032
11,588
POND#2
2.14
2.14
0.30
6.43
4.13
10
1,798
6,978
3,852
13,468
ST#1
2.05
2.05
0.30
6.43
3.95
8
1,723
2,843
3,690
4,797
ST#2
2.11
2.11
0.30
6.43
4.07
8
1,773
1,775
3,798
4,733
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1^b 204402.01
RIP -RAP SCHEDULE
, \\\ ("I n r-1 n n
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PIPE DIA. (IN.)
LENGTH (FT.)
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WIDTH (FT)
WIDTH ST(FT)
-
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v,am, oy.
Checked By: MNH
Date: 01-13-06
RRA-1
53 x 41
26.5
13.5
18.0
\ W i Scale: N/A
ZRevisions: 03/20/06
RIP -RAP APRON > j
N. T. S. I
Sheet:
ADJACENT DRIVEWAYS -
Scale: Scale: 1 "=100' A3

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ALL CONCRETE STRUCTURES ARE AVAILABLE IN BRICK. SEE 840.15 BRICK DROP INLET AND 840.32 BRICK JUNCTION BOX IN THE NCDOT DIVISION OF
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OR BRICK BOX
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1 1/4" SCH. 40 PVC
NORMAL POOL EL = 16.00
Q?
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN
FINISHED GRADE
F• • • Far a
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�1 I)I I � �1 I ��I''I!I I II1 11 II�II'',II1III1II�I-,
ROOF DRAIN DETAIL WITH CLEANOUT
N.T.S.
NOTES -
INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES. REDUCERS, 45* BENDS AND
"BELL • WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE SUBSTITUTED FOR WATER TIGHT
APPLICATIONS.
• LOCATION OF ROOF DRAINS TO BE DETERMINED BY CONTRACTOR.
3-
W�
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(ARGOSITS ALBA)
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SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
POND #
NORMAL POOL
POND DEPTH
1" STORAGE
RE S1
PR��)ED
VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
POND 1
16.00
5.0
17.10
6,040
6,056
2 318
2,419
POND 2
16.00
5.0
17.00
6,842
6,978
2 424
2,495
POND CROSS-SECTION
N.T.S.
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN VATH J-CUPS, ATTACH TO A l 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF 10.0'
OUTLET STRUCTURE
RIM ELEV = 17.10 (POND #1) o ELEV "A'
RIM ELEV = 17.00 (POND #2) 'j _
24"
FILTER FABRI 12" THICK CLASS
W RIP -RAP
FOREBAY RIP -RAP
N.T.S.
y 18" CULVERT
J
INV. EL = 16.00
� 40.5'
0.0'
6" EXTENDED BASE
ELEV "A"FILTER FABRICK CLASS
NOTE: THE MAXIMUM OPENING SIZE OF THE TRASH RACK IS 4". 2 'e' RIP -RAP
EMERGENCY SPILLWAY
OUTLET STRUCTURE DETAIL -POND #1 AND #2 N.T.S.
ELEV nBw
ELEV W
POND #
ELEV "A"
ELEV "B"
POND 1
15.50
16.00
POND 2
15.50
17.00
POND #
ELEV "A"
ELEV "B"
POND 1
19.50
20.00
POND 2
18.50
19.00
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Job No.
204402.01
Drawn By:
Checked By: MNH
Date:
01-13-06
Scale:
N/A
Revisions:
2 02/07/O6
03/20/06
Sheet:
110

25 3/4"
6" MIN
1'-O" L
GRAVEL BASE
SECTION
MANHOLE FRAME AND COVER
USE GRADE RINGS TO ADJUST HEIGHT
(HEIGHT VARIES) 4" MADE BUM
- RUBBER WRAP
DETAIL - STANDARD MANHOLE
N. T. S.
453384 MIT.
PROFILE VIEW
S9114M LANDL
Sty Wm (Sm Holm
aeu DRFlt9i 1HOMED1114
PLAN VIEW
SINGLE SEWER SERVICE
N.T.S.
a= BUM RUBBER SEAL
INTERIOR
PRECAST CONCRETE, USE -
MINIMUM NUMBER OF JOINTS EXTERIOR
WITH PRECAST CONCRETE
JOINT DETAIL
NOTE NEED S.S. SEWER GUARDS FOR MANHOLES IN PAVEMENT.
6" MIN
D.
I -
0
CONCRETE BRICK AND
MORTAR FILLETS
PLAN
FINISH GRADE
CONC. PAD TO BE
FORMED & BROOM
FINISHED
Raw CIEAIIOUT (SEE Holm
4" LATERAL
Y BRANCH- ��
1. DMIM S911AM LA7945 91ALL CI LY BE AUDIO FOR RE500IDIAL SERWCES.
2 CIFANDUT SNML MIST OF A Ir CAST M RUC CAPABLE OF MIRK 1ESM
RUG SRALL BE SMMIW FD BY A CINICAM 0MAR. RUC AND CMIM SHALL BE RUSH
1TM ALL PIPW SIA BE GASKEND SDR CLASS Q E ANT WIN STALL NOT BE USED.
FINAL BAI
PIPE SIZE
INDICATED
INITIAL BAC
CLASS I
PVC PIPE
FLEXIBLE PIPE
MIN.
r
COAT INTERIOR MATH 2
COATS OF COAL TAR
EPDXY FOR A FINAL
THICKNESS OF 21 MILS
- " SO. CONCPAD
4" THREADED
CLEANOUT
ADAPTOR
` 4" PVC PUSH ON
~- GASKET JOINT
4" PVC 45 DEG.
LONG SWEEP ELL
---- I m
DETAIL — EXTERIOR CLEANOUT
IN GRASSED AREAS
N.T.S.
FINAL BACKFlI
PIPE SIZE
INDICATED
CLASS 1
N.T.S.
NOTES-
1 . SEWER LINE PIPE SHALL BE INSTALLED AT ELEVATIONS
SHOWN ON PLAN & PROFILE DRAWINGS.
2. BACKFILL TO BE INSTALLED IN 12" LIFTS (MAX) AND COMPACTED
TO 95X MINIMUM DENSITY AS DETERMINED BY AASHTO STANDARD
PROCTOR METHOD T-99 (ASTM D-698).
3. BACKFILL TO BE FREE OF ROCK, FOREIGN MATERIAL OR FROZEN EARTH.
4. CLASS 1 STONE TO BE WELL TAMPED. SIZE 1/2" TO 1 1/20
.
AIN.
WIN.
1
MANHOLE BASE SECTION
EXPANSION BAND
B BOOT ENE ..
GROUT AROUND PIPE
GRAVITY SEWER I MANHOLE
-'•j 3" MAX. INVERT
PIPE CLAMP
1. MATERIAL SPECIFICATIONS NEOPRENE BOOT - ASTM C-923; PIPE
CLAMP & EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923.
2. TWO PIPE CLAMPS REWIRED FOR PIPE O.D.'S 15" AND LARGER.
STANDARD MANHOLE BOOT
N. T. S.
,I.illrk5d• A
COVER VIEW
MANHOLE COVER
N. T. S.
'4 "
MANHOLE STEPS SHALL BE M.A. IND.. INC.
MODEL NO. PSI OR AN APPROVED EQUAL
POLYPROPYLENE
PLASTIC W/ NO. 3
DEFORMED STEEL ROD
STEPS SHALL BE PLACED INTO WET CONCRETE
WALL DURING MANUFACTURE, OR HAND DRIVEN
CHAINS 200 0
CONCRETE APRON REWIRED FOR USE IN PAVED AREAS OR USE IN UNPAVED AREAS W }
PAVEMENT d.
24" DIA. OR SQUARE VALVE BOX CASING W OD N
o
BURY LINE 12' --� ---j' 12' z 0 O
�- W � N
\i �000O
fryf.
IVA0)75
O
L
POURED IN PLACE > a x N
> \ /\\/ \/v /\ POURED IN PLACE \ CONCRETE COLLAR Q U p >
6" GATE VALVE &VALVE BOX COMPACTED BACKFILL \ \\//\/ \\//�/ //� CONCRETE COLLAR (3000 PSI MIX) W li 0
//\ // // //\/ /\; (3000 PSI MIX) r U)
(SEE VALVE & VALVE BOX DETAIL) \/\ \\�\\ \/\ /\\ o A� Z
4 CUBIC FEET \\// /// %i M VALVE BOX - CENTER BOX C-YVI Z > 0 r
GRAVEL OR\\ \\/ \��\/ \/ COMPACTED ABC BASE PLUMB OVER VALVE STEM
6" GATE CRUSHED STONE ��\ \\/\/ \\'�\\/ /\/� UNDER COLLAR J �Z 3
CONCRETE VALVE \�\\ 000000 000o0 \� D
\\ \ BLOCKING//\ 0000°000 000°0000 //� N 3
/T 0 0 0 0 0 0 //\ GATE VAL GRAVEL - O �� 3
6" D.I.P. \/ 000000 00000 /< _
000on 00000 //�'i ,moo°o°°0 0 0 0°0° r , t
°0 0 0 °°o° °o°o°o o°o°°°o°o°� v / �/ O O
/\
%� /\ 0 0 o CONCRETE
/ 6" D.1.. 1/2" THREADED GALVANIZED �// 00000 :: ' '.; s':,':; /\ BLOCC ' Z
�/. STEEL TIE RODS WITH T/ 00000 ; NO CONCRETE SHALL ROUGH
BLOCKING MI BWS OR GLANDS. WRAP
8" x 6" TEE EACHRESTRAINTSIDE
BOLTS \\\ / // / // / //\\// BEARING AREA = 1 FT. SO. BOLTS OR GLANDS w/PLASTIC LZ
2' min. I W
Now POURED IN GATE VALVE AND VALVE BOX
RESTRAINT BOLTS CAN BE SUBSTITUTED WITH LOCKED HYDRANT
TEE & LOCKED HYDRANT ADAPTER. (WHERE APPLICABLE) PLACE CONCRETE N.T.S.
BLOCKING
FIRE HYDRANT ASSEMBLY DETAIL seal
N.T.S. i
SEAL r y
s 7� 19742
��NGINEEP O�
TOP LAYER TO BE REPLACED BACKFILL & TAMP IN
W/APPROVED SABC BACKFlLL 6" LIFTS INCLUDE NO
MATERIAL GREATER
THAN 4" DIA. (95%
COMPACTION PER STD.
PROCTOR ASTM D
698)
30 MI
J r
{
J r
SELECT BACKFILL AND
V > 00 rn
TAMP IN 4" LAYERS
Q R u
OpZLu
TAMPED UNDER
Lq
u Z M
u1
PIPE HAUNCHES
< 0 00 o
JLLZ�
> Z J
TRACER WIRE TRENCH TO BE 18" WIDER
~Q M
THAN PIPE DIAMETER
d Y 3
UNPAVED ROADWAY BEDDING DETAIL
d
N.T.S.
cu
O
PIPE ZONE
COMPACTED
GRANULAR
MATERIAL
COMPACTED BACKFILL V / z
TRACER WIRE
TYPICAL BEDDING FOR PIPE
PIPE BEDDING DETAILS
N.T.S.
CAST IRON COVER
18"x18"x6" CONCRETE
P I CAS COLLAR
INTO PREFORMED HOLES AFTER CONCRETE HAS CURED t8"
MANHOLE STEP
N.T.S. :..... ...."'
CASTIRON COVER
SMOOTH GRAVEL
O
z�
U
12"
O
z
/
ICY_ \
Q
1/2 Bc MIN
r1 Z
LL
W
Q
SPRING LINE
O
Q
U
W
1 8B 4" MINIMUM
UNDER BARREL
rn V
V !
W
3
U)
z
O
Of
O m
Z
Q
\
�
W
LL
z
CD W
Q
QJ
O
0
6"
.� z
�
o
APPROVRED EQUAL
CAST IRON
VALVE BOX
Y
c
F
` TIP CONCRETE SUPPORT;
PRECAST DONUTS OR 6"
OF GRAVEL MAY BE USED
FOR 1Y AND SMALLER
VALVES
VALVE AND VALVE BOX
N.T.S.
Job No.
204402.01
Drawn By:
Checked By: MNH
Date:
01-13-06
Scale:
N/A
Revisions:
Sheet:
14.0