SW8061113_APPROVED PLANS_20071201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
El CURRENT PERMIT
I�APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
2
DOC DATE
�v7/2,
YYYYMMDD

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1. BOUNDARY SURVEY PERFORMED BY POWELL SURVEYING DATED 1 20 2003. T �.. ``
EXISTING TOPOGRAPHIC INFORMATION HAS BEEN TAKEN FROM THE AERIAL - -: - 'I ,' `-,U,- •,�\` ti \ '': 4 _ PREVIOUSLY APPROVED RESIDENTIAL
t DEVELOPMENT PERMIT SWS 051107 - 10
SURVEY BY CAROLINA RESOURCE MAPPING DATED 1/23/2003 AND FIELD ~ ;v� #
•.• \ \
SURVEYS PERFROMED BY ALBEMARLE AND ASSOCIATES. ELEVATIONS ARE NORTH RIVER CLUB -SECTION ONE"
BASED ON NAVD 88 DATUM.
PREVIOUSLY APPROVED GOLF COURSE A
2. TOTAL AREA WITHIN SECTION TWO NCDENR PERMITTING AREA IS 2,052,757 SF. DEVELOPMENT PERMIT # SW8 050543
"NORTH RIVER CLUB MASTER PLAN
3. COVERAGE FOR SECTION TWO IS AS FOLLOWS: AND GOLF COURSE'f
41,378 SF BUILDINGS ( EXCLUDING PATIO HOMES
F P P
29,210 SF
ATIO HOMES INCLUDING BACKYARD . r� s _•-� 6,i» ; (��� � �� \ \ \
2SM541 SF ROADS, ON STREET PARKING, PATIO HOME DRIVEWAYS
39,697 SF SIDEWALKS
688 SF OTHER MASTERPLAN OUNDAPY
118,800 SF LOTS COVERAGE -THE RESERVES - -- � -•�� •� - _ `��� ' '� \ \ • -y
(LOTS 1 - 17 & 70 - 96 ® 2,700 SF/LOT)
146,240 SF : LOTS COVERAGE THE RESERVES
(LOTS 18 - 21 & 34 - 69 ® 3,656 SF/LOT) __✓ Nr"'r. 4�`ll \ r �,_. \ ' p' ; ,_.
56,400 SF : LOTS COVERAGE - THE RESERVES f `'" }i ,� \ `, �;y,.,i`lI e ' - f \\, \ A
(LOTS 22 33 0 4,700 SF/LOT) __ ,�ti \ �� , , z \•�
82.628 SF LOTS COVERAGE - CAPTAINS POINT BUNGALOWS
(LOTS 1 - 28 ® 2,951 SF/LOT)•.' r.
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4. STORMWATER ROUTING CONFORMS WITH NORTH RIVER CLUB STORMWATER ....I E
MANAGEMENT MASTER PLAN -PERMIT NO. SW8 050543. PREVIOUSLY APPROVED GOLF COURSE
5. SWALES SHOWN MAY NOT BE PIPED OR ALTERED EXCPET AS TO PROVIDE / x `• • . 4 DEVELOPMENT PERMIT # SW8 050543
_ f� rat • ��g � \ s� 1. I H CLF LUB MASTER PLAN
j "NCRT RIVER
DRIVEWAY CULVERTS UNLESS PERMISSION IS GRANTED BY THE NORTH 4
CAROLINA DIVISION OF ENVIRONMENT AND NATURAL RESOURCES - WATER n '0
QUALITY.
6. THERE ARE NO WETLANDS WITHIN SECTION TWO OF THE NORTH RIVER CLUB-
A WETLAND DELINEATION FOR THE PROJECT WAS PERFORMED BY THE �/ i f _,. 'v ••�J �\
USACOE AND APPROVED ON NOVEMBER 15, 2005_ A COPY WAS PROVIDED - `� ,� /:. -},
TO NCDENR WITH THE APPROVED MASTER PLAN. IJ
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�� SW-3.2a STORMWATER MANAGEMENT PLAN — SECTION TWO
-- r� /i` 1f _ SW-3.3a STORMWATER MANAGEMENT PLAN — PARCEL B
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STORMWATER MANAGEMENT BOUNDARY SURVEY PERFORMED BY POWELL SURVEYING DATED f2 WP-# WET POND
1/20/2003.
POTENTIAL JURISDICTIONAL 404 WETLANDS\ ' 2. EXISTING TOPOGRAPHIC INFORMATION HAS BEEN TAKEN FROM SCALE:
THE AERIAL SURVEY BY CAROLINA RESOURCE MAPPING DATED 17
1C 9CALE A
1/23/2003. ELEVATIONS ARE BASED ON NAVD 88 DATUM, 1
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FLOW DISTRIBUTION CHANNEL 60 0 —
60'
3. PROPOSED CONTOURS FOR SWALES AND OTHER CONVEYANCE
-�30 60 120 240
CHANNELS HAVE BEEN OMITTED FOR READABILITY.
SHEET:
4. ALL DRIVE CULVERTS SHALL BE 12 ADS N-12, 20' IN LENGTH.
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(IN FEET)'
J1, 5. ALL PERIMETER DITCHES SHALL BE MAINTAINED AND/OR IMPROVED.
I INCH = 60 W=3,la
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VEGETATED SWALE
PROPOSED STORM PIPE
®
WET POND OUTLET STRUCTURE
®
PROPOSED INLET
IA-
INFILTRATION AREA
WP_#
STORMWATER MANAGEMENT
WET POND
POTENTIAL JURISDICTIONAL 404 WETLANDS
FLOW DISTRIBUTION CHANNEL
N07E&
1. BOUNDARY INFORMATION HAS BEEN TAKEN FROM THE
BOUNDARY SURVEY PERFORMED BY POWELL SURVEYING DATED
1/20/2003.
2. EXISTING TOPOGRAPHIC INFORMATION HAS BEEN TAKEN FROM
THE AERIAL SURVEY BY CAROLINA RESOURCE MAPPING DATED
1 /23/2003. ELEVATIONS ARE BASED ON NAVD 88 DATUM.
3. PROPOSED CONTOURS FOR SWALES AND OTHER CONVEYANCE
CHANNELS HAVE BEEN OMITTED FOR READABILITY.
4. ALL DRIVE CULVERTS SHALL BE 12■ ADS N-12, 20' IN LENGTH.
5. ALL PERIMETER DITCHES SHALL BE MAINTAINED AND/OR IMPROVED.
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GRAPHIC SCALE
60 0 30 60 120
(IN FEET)
1 INCH = 60 FT.
240
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PROJECT 1 /'VIA\ IYlA
NTS
rw�rvl. EX./PROP. TREELINE
PROPOSED STORM SEWER
® PROPOSED DROP INLET
--- - PROPOSED SWALE
--- - - -- - --- --- 2' ABC SHOULDER
LOT LIN
ES
ES
- RIGHT OF WAY
---x x PROPOSED FENCE
a EX. CONTOURS
10 PROPOSED CONTOURS
SWALE CONTRIBUTING
DRAINAGE AREA
SIDEWALKS
O1 SWALE LABEL
ROAD
GRAVEL ROAD (FUTURE PAVEMENT)
CONDOMINIUM
clPATIO HOME
CaysuLT��
1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED ON TAYLOR DRIVE.
2. ALL REMOVAL AND DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR TO
AN OFF SITE LOCATION.
3. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE IDENTIFIED PRIOR TO CLEARING. IN ADDITION
TO SECTIONS SHOWN WHERE ALL VEGETATION IS TO REMAIN, ADDITIONAL SPECIMEN TREES MAY BE SPECIFIED AND FLAGGED TO REMAIN.
4. PRIOR TO COMMENCEMENT OF WORK, EROSION AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS SPECIFICATIONS.
5. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS. FILL MATERIAL SHALL BE CLEAN, WELL GRADED
SAND IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATIONS.
6. THE TREE LINE SHOWN ON THE DEMOLITION PLAN SHALL INDICATE THE LIMITS OF LAND DISTURBANCE. THE CONTRACTOR SHALL ENSURE
THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN TREES DAMAGED SHALL BE REPLACED IN KIND.
7, PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
8. CONTRACTOR TO PROVIDE COMPLETE AS BUILT SURVEY OF ENTIRE PROJECT LIMITS AT TIME OF SUBSTANTIAL COMPLETION.
ORAOM
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1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO (800-632-4949) TO LOCATE UNDERGROUND UTILITIES.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON
THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THIS PLAN.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
4. IF PERMANENT SEEDING CANNOT BE PERFORMED UPON COMPLETION OF LAND DISTURBING ACTIVITIES, TEMPORARY SEEDING AND
MAINTENANCE SHALL BE PROVIDED UNTIL PERMANENT SEEDING INSTALLATION AND MAINTENANCE CAN BE PROVIDED. TEMPORARY GROUND
COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER
PERIOD IS SHORTER.
5. ALL GRADED SLOPES AND FILLS SHALL BE PLANTED, OR OTHERWISE PROVIDED WITH PERMANENT GROUND COVER, DEVICES OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS, WHICHEVER PER;OD IS SHORTER.
6. IF ADDITIONAL MEASURES TO RESTRAIN EROSION BY WIND OR WATER ARE REQUIRED, MEASURES SHALL BE INSTALLEC AS DIRECTED BY
THE ENGINEER OR THE TOWN.
7, SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY.
8. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN HEREON.
9. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS NOT TO EXCEED 8 INCHES IN DEPTH. FILL
MATERIAL SHALL BE CLEAN, WELL GRADED SAND. FILL LOCATED BENEATH PAVEMENT SHALL BE COMPACTED TO 98% MAXIMUM DRY
�
DENSITY AS ESTABLISHED BY AASHTO T-99.
E P7t rs E
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO (800-632-4949) TO LOCATE UNDERGROUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
3. CURB INLETS SHALL BE CONSTRUCTED PER NCDOT 840.
4. ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL AND SIZE. END SECTIONS AND FLUMES
SHALL BE PROVIDED WITH TEN CUBIC FEET OF CLASS "A" RIP -RAP, PLACED TWELVE INCHES IN DEPTH.
5. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN AND REQUIREMENTS STIPULATED BY
THE DIVISION OF WATER QUALITY STORMWATER PERMIT.
6. IF RUNOFF FROM CONSTRUCTION ACTIVITIES IS DIRECTED TO THE BASIN, THE ENTIRE BASIN BOTTOM SHALL BE TILLED/DISCED TO
RESTORE INFILTRATION ABILITIES.
570E WA7M MANACARIWT &jAjV78VA&CE NQME
1. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY MAINTENANCE SO THAT THE
STORMWATER SYSTEM WILL FUNCTION AS INTENDED. THE OWNER SHALL BE THE HOMEOWNERS ASSOCIATION.
2. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE INFILTRATION SYSTEM FOR EROSION, TRASH
ACCUMULATION, VEGETATIVE COVER, AND GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES, CURB & GUTTERS, FLUMES,
RIP -RAP, AND BASIN FOR OBSTRUCTION OR DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED
DESIGN SPECIFICATIONS.
3. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER, MOW VEGETATED COVER TO
MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS NEEDED. SOD SHALL NOT BE PLACED ALONG THE BOTTOM OF
INFILTRATION BASINS.
4. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS OBSERVED WITHIN THE SYSTEM, REESTABLISH
DESIGN GRADES AS INDICATED ON APPROVED SITE PLAN. INSPECT BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE
MAINTAINED AT THEIR DESIGN ELEVATIONS. IF EROSION OCCURS, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE
PLAN.
PAW
SCALE: 1 " = 100'
BUILT UPON AREA
INCLUDED WITHIN
"ON -SITE BUILDING"
BUILT UPON AREA
INCLUDED UNDER
"ON -SITE STREET"
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BACKYARD AMENITIES
MAX. COVERAGE = 414 SF
1�
PROPOSED
PATIO HOME
873 SF
q
79 SF
CONCRETE 1oJ-
4
BACKYARD AMENITIES
MAX. COVERAGE = 414
K
3.0'
PROPOSED
PATIO HOME
96` SF
BUILT UPON AREA
INCLUDED WITHIN
57'
"ON -SITE BUILDING"
a,
BUILT UPON AREA 79 SF
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INCLUDED UNDER CONCRETE
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6
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TYPE A PA770 HO►tiE
ARGUS MODEL
SCALE: 1" = 30'
MAXIMUM COVERAGE - ARGUS
873 SF STRUCTURE
79 SF CONCRETE
414 SF BACK YARD AMENITIES
1,366 SF COVERAGE
TYPE A PA770 HOW
BREMEN MODEL
SCALE: 1 " = 30'
MAXIMUM COVERAGE - BREMEN
964 SF STRUCTURE
79 SF CONCRETE
41, 4 SF BACK YARD AMENITIES
1,457 SF COVERAGE
BACKYARD AMENITIES
MAX. COVERAGE = 419 SF
PROPOSED
PATIO HOME
1,134 SF
12.2 T
100 SF
CONCRETE 16:0•.. 20.0'
6,-
TYPE B PAW HOW
COLLINS MODEL
SCALE: 1" = 30'
MAXIMUM COVERAGE - COLLINS
1,134 SF STRUCTURE
100 SF CONCRETE
419 SF BACK YARD AMENITIES
1,653 SF COVERAGE
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PROPOSED
CONDOMINIUM
7.879 SF
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a PROPOSED
1.o CONDOMINIUM 1.0' '�.� ,,� I` N m Y m p-
7,644 SF !
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2.0' 2.0' + a ccn 0 a U U--
13 16.52.0 1.5, 1.5' 16.5" :0 SCALE:
28 0 60'
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VARIES
SEE SITE PLAN
FORM CURB SECTIONS W/
STD. CURB FORMS
1 /4" 1'
PAVEMENT d
6" o n 4"
BASE- 6 x 6 No. 10/10 WWM
14"
d
6"
NTS
4' CONCRETE SIDEWALK
(UNLESS OTHERWISE
SPECIFIED) lit
alr, �It 2� SLOPE a ° alt,
4 a FIBER REINFORCED CONCRETE
4" UNLESS
OTHERWISE 4 ° a
SPECIFIED o �a
SUBGRADE
20' DRAINAGE EASEMENT
3' MIN
OTTOM
L WIDTH
-----------
1 / �
RESHAPE EX. DITCH
/ AS NECESSARY (BOTH SIDES
WHEN WITHIN PROPERTY)
D11TC.�F11 DETAL
NTS
3H:1 V MAX.
10-2' MIN.
7YPICAL. DUTCH aEC'+TM
NTS
Y
Y PLAN
WITH GRATE & FRAME REMOVED
r #5 BARS ® 3"
3"
s e
ZN 8" --•
N
CID
VARIES
1" WEEP HOLES -
SECTION X-X
DEPTH
VARIES
STABILIZE DISTURBED
AREA AND SWALE SLOPES
(SEE SEEDING SCHEDULE)
,If , U, %I/,
SIDE SLOPES i�\/ ///� \\/ VARIES
6H:1V PREFERRED (SEE PLANS)
5H:1 V MAX ALE SEMM
NTS
I SOD OR RIVER ROCK
(4" DEPTH)
BOTTOM OF INFILTRATION AREA
STANDARD - - CURB &GUTTER TOP OF INFILTRATION AREA
Fi
3'
VARIES
PAVEMENT MIN. MIN.1
BYPASS SWALE
(6:1 SIDE SLOPES)
OMIT CURB AT
LONG SLOPE NO LONGITUDIAL BASIN INLET
VARIES SLOPE
PLAN VIEW
CUM AAA CROP MEET NOTEa�
1. MORTAR JOINTS 1/2" t 1/8" THICK.
2. USE CLASS "B" CONCRETE THROUGHOUT.
3. USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
4. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO
SLAB AS SHOWN ON STD. NO. 840.00
6. INSTALL (2) 1- WEEP HOLES AS DIREC-ED BY THE ENGINEER.
7. FOR 8'-0" IN HEIGHT OR LESS, USE E" WALL.
8. CONSTRUCT WITH PIPE THROATS MATCHNG.
9. DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
TRAFFIC.
10. CHAMFER ALL EXPOSED CORNERS 1".
3"
-RIM ELEVATION #5 BARS ® 3"
STD. 840.16 FRAME
& GRATE
8
" 1 1
r 8
8.-
� 36" CENTIPEDE SODDING
AROUND PERIMETER
N
INV. ELEVATION 4- 0
`o
AKWT M16 SECTION Y-Y
BFACK aL= DROP ALU
NTS
TURN DOWN
SIDEWALK
X
#5 BARS ® 3"
VARIES
1" WEEP HOLES -
SECTION X-X
SPECIES RATE
RYE GRAIN 40 LBS/ACRE
BERMUDAGRASS 10 LBS/ACRE
PENSACOLA BAHIA GRASS 25 LBS/ACRE
NOTE: BERMUDA GRASS SHALL BE UNHULLED (NOVEMBER-MARCH),
BAHIA GRASS MAY BE SUBSTITUTED FOR BERMUDA.
MARCH - N04113A i
SPECIES RATE
RYE GRAIN 25 LBS/ACRE
BERMUDA GRASS 10 LBS/ACRE
PENSACOLA BAHIA GRASS 40 LBS/ACRE
NOTE: BAHIA GRASS MAY BE SUBSTITUTED FOR BERMUDA.
WLAk43CWENB
PREPARE SOIL BY DISKING AND LEVELING PRIOR TO SEEDING.
OBTAIN SOIL TESTS FOR FERTILIZER REQUIREMENTS. IN THE
ABSENCE OF SUCH TESTS, USE A 10-10-10 FERTILIZER (1000
LBS/ACRE) AND LIME (2000 LBS/ACRE).
MULCH
USE WHEAT STRAW (2 TONS/ACRE), DISC STRAW TO ANCHOR IN
PLACE. HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
MAKrEMANCE
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY.
ELEVATION 18"
I GUTTER
6:1 DESIRED 1�4•�
4:1 MAX � ---
CONCRETE
CURB & GUTTER
W/ CUT
SOD OR RIVER ROCK
FOR STABILIZATION
SECTION A -A
9M DROP I LET AA® MANIME NOTES
1. MORTAR JOINTS 1 /2" f 1 /8" THICK.
2. 'J5E CLASS "B" CONCRETE THROUGHOUT.
X 3, USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
4. r5E_ BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
5. IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO
SLAB AS SHOWN ON STD. NO. 840.00,
6. INSTALL (2) 1" WEEP HOLES AS DIRECTED BY THE ENGINEER.
7. FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL.
8. CONSTRUCT WITH PIPE THROATS MATCHING.
9., DIE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
10. CHAMFER ALL EXPOSED CORNERS 1".
RIM ELEVATION
FRAME GRATE & HOJ
NCDOT 840.03
CONaC.' CURB a, \\
b b A C G u'! I T---•-- �•---t
CiY
i INV.
I
SECTION Y-Y
EffCC/fL0(X
CW N1[.FT
NTS
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,.�
R/W
I�
10'
UTILITY 7'
EASEMENT
R/W
10'
UTILITY
EASEMENT
R/W
UTILITY
EASEMENT
60'
CL
30' 30'
9' 2' 12' 12' 2'
1 /4 /FT 1 /4" /FT.
2" 1-2 ASPHALT
8" AGGREGATE BASE COURSE
(NCDOT 910-2, 910-3, 910-4)
COMPACTED SUBGRADE
0 0 SEE PLANS FOR UTILITY LOCATIONS
iqpc AD aECIMV
THE RESERVE COLLECTION
(TAYLORWOOD DRIVE, WINDWEPT LANE)
NTS
50'
CL
25'
8'
X
SEE PLANS FOR UTILITY LOCATIONS
TYPXCAL" AIOAD aC7M
CAPTAIN'S POINT BUNGALOWS
(SAWGRASS LANE, FINCH DRIVE, WINTER'S REST ROAD)
NTS
VARIES FROM 50'-64'
- 32'
LJ
6' DEWA K 18' 10' 10' 2' 8'
1/4 /FT. 1/4" /FT.
COMPACTED SUBGRADE
6" AGGREGATE BASE COURSE
(NCDOT 910-2, 910-3, 910-4)
2" I-2 ASPHALT
0
SEE PLANS FOR UTILITY LOCATIONS
TYPICAL PAAKiyC SEC7M
CAPTAIN'S POINT BUNGALOWS
(SAWGRASS LANE, FINCH DRIVE)
NTS
45' EASEMENT
2' 10.5' 10.5' 2' 3' 4'
1 /4" /FT. 1 /4" /FT.
�• T
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R/W
10'
7' UTILITY
EASEMENT
R/W
10'
UTILITY
EASEMENT
R/W 10'
UTILITY
EASEMENT
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SCALE:
NTS
SHEET:
SW=3,4