SW7091002_APPROVED PLANS_20091106

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

i
F`p 'ONE .. NOW OR CASP,OINC. I
FCOOp ZONE ofp X.. 00890006026BO 00
of (E� 54)•• \ ZONING: LM I
11 I
EX. 24 LE 42" MP I
INV, IN T 2 _
INV OUT = .63
TO BE REMOVED
EX 17 LF 18" M
NOW OR FORMERLY
CASP, INC.
0009000026AOOOO
D.B. 446, PG. 871
ZONING: LM
TO BE REMOVED
EX. 18 LF 12" i
_ INV IN = 6.00
-- - INV OUT = 5.39
S7T1- gyE - INV IN = 5.88 - �. - 7 - EX. DITCH - -
- -- - - -
INV OUT = 5.85 `- - - -- -- -
_.. - S80'S3 22 E -- -- _"- _ INV. = 3.7 -- __ S80'53'22"E
- - ----
_
4
-- - - _- _- 7 - -- - _. _- 7
_ __
- II 25' REAR BUILDING SETBACK 6
1 - -_---------------- _--------___.__--------------- -- ------
PROPOSED '. '� _.
1 2 �---GE-5 6 7 H_ - - - 8
EASEMENT].-,
- ... > _ i II _.
; RD
i
0c 1 -- ----------- -- -- ---- --- - - - - -- ' -- -----------------------------------------------------------------------------------------
PROPOSED
2 ' DRAINAGE
EXISTING DITCH
1 _ AqvTO BE FILLED TO
00THIS LOCATION
00
_ I
I
FILL EXISTING DITCH j 17 _.
0
I
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NOW OR FORMtRY I
CTX
N
0009-000-02914- 000
ZONING: G
4.01 AC, Z I
261,360 SF
I u-f 6.00 AC I NOW OR FORMERLY
1_ I CTX - (DB 1102, PG. 36) I 0009-000-029N-0000
a ZONING: GB
Fm I 22.94 AC
/ '�NI 4fi L _ Z I
I 45.00' 25.00' = m
fP
t
z f
' N 78~ W 395.10' TO I -
i
INTERSECTION OF RAILROAD I -
' & MOYOCK LANDING DRIVE I
I r N 77'39'00" W 895.34' TO I Io
INTERSECTION OF HWY 168 1`r
& MOYOCK LANDING DRIVE
ji At
VICINITY MAP
NTS
STORMWATEyR
APPROVED
N'>RTH A. ' '_INA ENVIRO MENTAL
MANAGEMENT COMMISION
DIVISION e "'NA E? rUi LI:
Dale-N_ 2U _�A
S ..,.�s,� .a.,nE� �12eI002
LEGEND
ROBmoll
SOLUTIONS FROM THE GROU":
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
SEAL
�
y
CURRITUCK
ASSISTED
LIVING
CENTER
BOUNDARY LINE
- - R/W LINE
PROPERTY EXTENSION I,1+;+VEI�OYOCK TOWNSHIP
ME EXISTING SOILS BOUNDARY OCT 2 9 2009
EXISTING DITCH/SWALE e7
4WQ
- - - EXISTING TOP OF BANKPROJ#
- — 4 --- -- - EXISTING CONTOUR
cQ, EXISTING UTILITY POLE
WOODSLINE
_ _ _ _ _ _ _ _ EXISTING PIPE
EX. X" WATER EXISTING WATER MAIN
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING CREPE MYRTLE
TO BE REMOVED
EXISTING CREPE MYRTLE
TO REMAIN
CURRITUCK COUNTY
NORTH CAROLINA
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTIUTIES
KEY PLAN:
Project #:
090222
Drawing #:
090222 - SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
1 OF 11
Scale:
1" = 30'
REVISIONS:
NUM. DATE
DESCRIPTION
1 10-28-09
Blueline ditch note
removed
SHEET TITLE:
Existing
Conditions &
Demo Plan
GRAPHIC SCALE
w o 15 30 ea 120 SHEET NUMBER:
( IN FEET)
I inch = 30 ft.

_ FLOOD 00
� Nf 'SH
FLOOD ZONE
AE (EL 5. q
1
1
1
- '- -
PROPOSED
1 i 25' DRAINAGE
EASEMENT
,
I-
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NOW OR FORMIERI�Y I
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CTX I
0009-000-029P- 000
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F-
4.01 AC,.
of
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Iof
�
rn
W
DO
/I
�70' DRAINAGE EASEMENT
(RC."L", SLIDE 46)
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I
NOW OR FORMERLY
CASP, INC.
000900002680000
D.B. 446, PG. 871
ZONING: LM I
NOW OR FORMERLY
I CASP, INC.
0009000026AOOOO
I D.B. 446, PG. 871
ZONING: LM
I
180 LF - 3 RAIL FENCE
S77.15' 7"F (PAINTED WHITE) NATURALLY OCCURRING TREE SCREENING
VICINITY MAP
NTS
S80'53'22"E
- - _ .PROPOSED 3-SIDED - - - -
- N DUMPSTER ENCLOSURE
PAD - & GATES -
_ ._s- - - - - - - - - - - - - - - - 25' REAR BUILDING SETBACK ---
f_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �, __ _ _ _ _ - _ _ _ - _ _ _ _ _ _ y,`qp„ _ _ _ _ _ _ _ _ .- spy✓ _ _ _ _ _ _ N_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
1 •M- vc hR .. -_-_-_ -_--_- P PROPOSED
� ''.. I 5 DRAINAGE
i
2 EASEMENT
J / r r9m
.'
PROPOSED I�
FOR BAY BR I /
F
Y
U PROPOSED /I STORMWATER /
CONTROL BASIN l /
_ r
I i
45.33'
B&O8'
NY7 3ill
I3-
ONINNVd ON i 35�.
SEE ARCHITECT
PLANS FOR
CAN WASH -
ENCLOSURE
DETAILS
PROPOSED ASSISTED
LIVING FACILITY
1 STORY
FF 10.00
(33,228 SF)
141 MOYOCK LANDING DRIVE
I �
V-
js• _-
82.67-
SEE ARCHITECT
PLANS FOR
PATIO DETAILS
PROPOSED
STORAGE BUILDING
I
1 STY FF 10.00 voi
qy 901 SF N
41
.5' QONC. SIDE o
SID o
'sF
17
- -- --
6' „C;,
ds:
N.
45.33'
F
4F
I i
f
� T7
I �
£_ SEE ARCHITECT
PLANS FOR
PATIO DETAILS I
NOW OR FORMERLY
=
#
0 W '
a4, 0.
CTX
0009-000-029N-0000
ZONING: G8
p"
m
22.94 AC
24- CURB
DROP-OFF &GUTTER iv
y 1 _ EXISTING CREPE MYRTLE , ' � I I �' �\ S \ �,/ � ._:�.�. � _ ?g• t CANOPY 8,�� ^ 3 -� - (lagerstroemia)
45.33' >� I CURB
4` ■■ SR ..-myat PROPOSED .�R w.L_ 'NAPEDDWN \, a
\ (\ I BOLLARD (TYP.)�Q s ` tip` CURB I 1� PROPOSED MUSKOGEE CRAPE MYRTLE (Spread 20') (27)
S
.,, ,�,5` % WIPEDOWN Ir # I 'y,L (Lagerstn mia x 'Muskogee')
r-�er� PRO#P� CONC. - ;
SIDEWALK Cd �""' �...y '• 'o
\ \`k. wr `�`Mi 45.33' I a w'.'�'t i.. PROPOSED LACEBARK ELM (CHINESE ELM) (Spread 40') (22)
I
9 .'db% .8 - I� # II y ". (Ulmus pamifblia)
\ a0.
1 At v S/1
\ I ALL TREES TO BE A MINIMUM OF 8' IN HEIGHT
5' CONC. ? MATH A MINIMUM CALIPER OF 2" (MEASURED
�2.fi4_'� N SIDEWALK
40 - ,(` 6" ABOVE GRADE) AT THE TIME OF PLANTING
"A��'P i ! IPROPOSED HELLERI HOLLY (40)
PROD f0' \�� \ 24" 7 ��`-'.--._ _ _
PE IAN \ 90A b ''• _ --- (Ilex crenata 'Heileri')
EASEMENT 10' ? $• 3: '�3 I� #� PROPOSED FRANCIS MASON (65)
l I kic
��i' ;I-,. (Aaelia cronaiJfora.)
p �; 2rY : u PROPOSED BURGUNDY LOROPETALUM (52)
\70� �, SOP 8 21 Nt .oZ. (Lompetalum chinense)
_- ' ALL SHRUBS TO BE A MINIMUM OF 12" TO 18" TALL /
1
- - ' - - - _ _ -. '� -_ 31
3 GALLON SIZE AT THE TIME OF PLANTING
_- _-�29' FOR
2--- --` - _ oo - _ _ - - - _ =- _
K�
I - - - BUFFER YARD. TYP - -�_ , SIDEWALK
SIDE
IE C' - -�
_ _ - PROPOSED
PED STRIAN
_ _ IO'x35' SIGHT --- _ j _ c'3y. _ EASEMENT
o - L 15 p DOMINION_. -POWER E- N.74.20 00 W (TYP. BOTH TRIANGLE J ]. _ - --� - - - _ - _ _ _ _ - i�,�,' - - - _ _ _ _ _ .35FL - r=<.''r
SIDES - - - _ _ _
966. PG SEMEN? - - _ 591.26' ) -tF-
513
24 STOP BAR -UGC
PROP.
M ENT
1 X LOCATION-� - - _ - - - _.._. 15' DOMINIONPOWER
_
ELEC
OMUM
75' DOMINION POWER EASEMENT - - �� - _ _= EX. 8- WM -� -- - - ' - - - -- _- - D.B 966. POWER�G EASEMENT _ ---1254.18-
1 ,K/ SIGN
- D.B 945. PG. 645 - ��- _ - - - - OC,\ �'1 _-_ __..' - - -_----
5 EX ELED _ _ 8 W - _DING RIVE - -_-------
5
OY
LqN -
-
M
a o - EX,-
Q EX ELEC
o to
= m I z fJ O - -
U D o o - _ APF10 LOCA TID
m rzn M - ' - EX ELEC Ex, VVM
DOMINION POWER �644�5-
oNOW OR FORMERLYEASD.8 . EX - -
'� 0009-000-T 29P-0000 ELEC _
ZONING: GB
19.99 AC
E - - -'-
T
h
LEGEND
YYY
BENCHMARK
SITE BOUNDARY
----- -- -
- - --- EASEMENT
PROPOSED FENCE
a
EXISTING SOILS BOUNDARY
EXISTING DITCH/SWALE
-
PROPOSED DITCH/SWALE
-
----- EXISTING TOP OF BANK
----'- - -
PROPOSED TOP OF BANK
-- -- - - 4 --
- -- - EXISTING CONTOUR
PROPOSED CONTOUR
4.8
r(l)
EXISTING UTILITY POLE
- - - -
- - EXISTING PIPE
PROPOSED PIPE
-
PERMANENT POOL ELEVATION
EXISTING PAVEMENT
PROPOSED LIGHT DUTY
ASPHALT PAVEMENT
i PROPOSED HEAVY DUTY
_-_____ ASPHALT PAVEMENT
PROPOSED 4" THICK SIDEWALK
PROPOSED LIGHT POLE
®
SANITARY PUMP STATION
D
PROPOSED STORM MANHOLE
PROPOSED DROP INLET
E-
DRAINAGE FLOW DIRECTION
<-=
DITCH FLOW DIRECTION
SITE DATA:
1. OWNER:
CURRITUCK HEALTH INVESTORS, LLC.
4423 PHEASANT RIDGE ROAD
SUITE 301
ROANOKE, VA 24014
PH: [phone]
FAX: [phone]
2. PIN #0009-000-029S-0000 (141 MOYOCK LANDING DRIVE)
PROJECT SITE AREA = 261.360 SF = 6.00 AC.
3. PROPOSED SITE COVERAGE BREAKDOWN FOR PROJECT:
PROPOSED CONCRETE PAVEMENT = 400 SF
PROPOSED ASPHALT PAVEMENT = 49,107 SF
PROPOSED BUILDING = 35,221 SF
PROPOSED SIDEWALK - 8,648 SF
PROPOSED IMPERVIOUS AREA = 93,376 SF
PROPOSED SITE IMPERVIOUS COVERAGE
= 93.376/261,360 = 35.7%
FUTURE IMPERVIOUS AREA ALLOTMENT = 4,441 SF
TOTAL SITE IMPERVIOUS AREA = 97,817 SF
TOTAL SITE IMPERVIOUS COVERAGE = 97,817/261.360 =
3T43%
4. SITE IS LOCATED IN FLOOD ZONES SHADED X & AE(EL 5.4)
ACCORDING TO FIRM MAP NUMBER 3271802200 J.
DATED DECEMBER 16. 2005.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS TAKEN
FROM RECORDED PLATS AND TAX MAPS.
6. DISTURBED AREA WILL NOT EXCEED 6.0 ACRES.
7. 71HERE. ARE NO WETLANDS ON THIS SITE AS SHOWN.
8. ELEVATIONS ARE BASED ON NAVD 88
MONUMENT "V198" ELEVATION = 8.28
9. TYPE OF SOILS ON SITE: ROANOKE (Ro)
AUGUSTA (At)
10. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
11. ALL "NO PARKING - FIRE LANE" PAVEMENT MARKINGS (AT
LOCATIONS SHOWN ON THE SITE PLAN) SHALL BE OF YELLOW
PAINT AND A MINIMUM 12" LETTERING HEIGHT. SEE NFPA
REQUIREMENTS FOR FURTHER INFORMATION.
12. PROPOSED FACILITY IS A 90 BED ASSISTED LIVING CENTER.
13. PARKING REQUIREMENTS:
PARKING 3 SPACES EVERY 5 BEDS
90 BEDS / 5 x 3 = 54 TOTAL SPACES REO'D
ADA HANDICAPPED ® 1 PER 25 REGULAR PARKING STALLS
= 3 SPACES REO'D
PARKING SPACES PROVIDED:
50 REGULAR + 4 HC = 54 TOTAL
14. LANDSCAPING REQUIREMENTS FOR PARKING AREAS:
SHADE TREE w/15' CROWN RADIUS AND 707 SF SHADING
SHALL PROVIDE COVERAGE FOR 20% OF VEHICULAR SURFACE
AREAS.
MAIN PARKING AREA = 24,852 SF VEHICULAR SURFACE AREA
SECONDARY PARKING = 2,814 SF VEHICULAR SURFACE AREA
SERVICE ROAD = 21.646 SF VEHICULAR SURFACE AREA
TOTAL = 49,312 SF VEHICULAR SURFACE AREA
REO'D SHADING = 0.20 x (49,312) = 9,862 SF SHADING
SUM OF TREES/PARTIAL TREES SHADING PROVIDED:
FULL TREE CREDIT = (8) x 707 SF = 5,656 SF
HALF TREE CREDIT = (13) x 354 SF = 4.602 SF
TOTAL VSA SHADED AREA PROVIDED = 10,258 SF
TOTAL VSA TREES PROVIDED = 21 TREES
GRAPHIC SCALE
( IN FEET )
I inch = 30 tL
SOLUTIONS FROM THE GROUND 11=
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CURRITUCK
ASSISTED
LIVING
CENTER
MOYOCK TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
090222
Drawing #:
090222 - SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
10/16/09
Sheet #:
2 OF 11
Scale:
1" = 30'
REVISIONS:
NUM. DATE
DESCRIPTION
1 10-16-09
Storage/dumpster
relocated per client
2 10-28-09
Revised Site Data
Impervious values
SHEET TITLE:
Site Plan
SHEET NUMBER:
2

I
I
I
I
I
_ I
Ft ppp 2 NOW OR FORMERLY
I
pNE- CASP, INC. I
FLOOD -k,. 0009000026800006PG.
2aNE-D B,
AE CEL 5 44) \ ZONING: LM I
LEGEND
BENCHMARK
SITE BOUNDARY
---- ----- --- - EASEMENT
a PROPOSED FENCE
EXISTING DITCH/SWALE
— ... -- PROPOSED DITCH/SWALE
EXISTING TOP OF BANK
-- -__--- PROPOSED TOP OF BANK
__ -- -- a --- --- EXISTING CONTOUR
4.0 PROPOSED CONTOUR
`al EXISTING UTILITY POLE
EXISTING PIPE
PROPOSED PIPE
—' — PERMANENT POOL ELEVATION
❑ ❑ ❑ SILT FENCE
LIMITS OF DISTURBANCE
EXISTING PAVEMENT
PROPOSED LIGHT DUTY
ASPHALT PAVEMENT
I PROPOSED HEAVY DUTY
ASPHALT PAVEMENT
PROPOSED 4' THICK SIDEWALK
PROPOSED RIPRAP
SHALLOW LAND VEGETATION
SHALLOW WATER VEGETATION
PROPOSED LIGHT POLE
®
SANITARY PUMP STATION
0
PROPOSED STORM MANHOLE
■
PROPOSED DROP INLET
F-
DRAINAGE FLOW DIRECTION
4=
DITCH FLOW DIRECTION
BLOCK & GRAVELINLET
PROTECTION
.�...�
HORSESHOE INLET PROTECTION
4�1-8.00
PROPOSED GRADE
CHECK DAM
SITE DATA:
1. OWNER:
CURRITUCK HEALTH INVESTORS, LLC.
4423 PHEASANT RIDGE ROAD
SUITE 301
ROANOKE, VA 24014
PH: [phone]
FAX: [phone]
2. PIN g0009-000-029S-0000 (141 MOYOCK LANDING DRIVE)
PROJECT SITE AREA = 261.360 SF = 6.00 AC.
3. PROPOSED SITE COVERAGE BREAKDOWN FOR PROJECT:
PROPOSED CONCRETE PAVEMENT = 400 SF
PROPOSED ASPHALT PAVEMENT = 49,107 SF
PROPOSED BUILDING = 35.221 SF
PROPOSED CID WAI K - R 649 SF
PROPOSED IMPERVIOUS AREA = 93,376 SF
PROPOSED SITE IMPERVIOUS COVERAGE
= 93,376/261,360 = 35.7%
FUTURE IMPERVIOUS AREA ALLOTMENT = 4.441 SF
TOTAL SITE IMPERVIOUS AREA = 97.817 SF
TOTAL SITE IMPERVIOUS COVERAGE = 97.817/261,360 =
37.43%
4. SITE IS LOCATED IN FLOOD ZONES SHADED X h AE(EL 5.4)
ACCORDING TO FIRM MAP NUMBER 3271802200 J,
DATED DECEMBER 16. 2005.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS TAKEN
FROM RECORDED PLATS AND TAX MAPS.
6. DISTURBED AREA WILL NOT EXCEED 6.0 ACRES.
7. ARE NO WETLANDS ON THIS Srrr A&-:1IDtI♦t:.:.
8. ELEVATIONS ARE BASED ON NAVD 88
MONUMENT "V198" ELEVATION = 8.28
9. TYPE OF SOILS ON SITE: ROANOKE (Ro)
AUGUSTA (At)
10. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL
BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
11. ALL "NO PARKING - FIRE LANE" PAVEMENT MARKINGS (AT
LOCATIONS SHOWN ON THE SITE PLAN) SHALL BE OF YELLOW
PAINT AND A MINIMUM 12" LETTERING HEIGHT. SEE NFPA
REQUIREMENTS FOR FURTHER INFORMATION.
12. PROPOSED FACILITY IS A 90 BED ASSISTED LIVING CENTER.
13. PARKING REQUIREMENTS:
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
SOLUTIONS FROM THE GROii-I'D _
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
` SEAL
t 18550
A
CURRITUCK
ASSISTED
LIVING
CENTER
MOYOCK TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
NOTIFY
LILOCO
AT
-800-632-494
FOR LOCATION OF EXISTING
UOLITIES
KEY PLAN:
Project #:
090222
Drawing #:
090222 - SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
3 OF 11
Scale:
1" = 30'
REVISIONS:
NUM. DATE
DESCRIPTION
1 10-16-09
Revised per NCDENR
2 10-28-09
Revised Site Data
impervious values &
blueline ditch note
removed
SHEET TITLE:
Drainage and
Grading Plan
NO SHEET NUMBER:
3

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS
AND INSTALL WETLAND VEGETATION.
B. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
6" X 32" WIRE FENCE
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 FILTER FABRIC
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) BACKFILL TRENCH
AND COMPACT
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH THOROUGHLY
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM FLOW
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE MIRE MESH SUPPORT Z
TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE UPSLOPE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. MIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A T8' MINIMUM
MINIMUM OF 24 INCHES.
2'-0"
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
VRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
SECTION
TOP
LAYER OF #5 -
WASHED STONE
TOP OF DITCH BANK 12" THICK
-
BOTTOM OF DITCH
PROFILE f-CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SIDING & MULGIVG
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
4" MINIMUM
FENCE DETAIL
SILT NTS
STEEL POST
I '$M0--�
24"
MAX. HEIGHT
I 7k
6' MAX. EXTRA STRENGTH FILTER FABRIC WTHOUT ORE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WIRE FENCE
M■■■■■■■■■■■�■I■■■■■■■■■■■■■�1
_
1 I
■■■■■■■■■■■■■'�■■■■■■■■■■■■■I
••
FORWARD ALONG
THE TRENCH
FILTER FABRIC
CLASS B EROSION CONTROL STONE
STONE DEPTH = 24" TOP OF BANK
U1 Oy
4 4 y 4
0
b4 y y/\y Z
O y� y y0y 0 O
PIPE
y y W i
yi yy i 4i4 yn � W
�ili�( l.y.�Oy y�D• a 0
TOP OF
18'
DITCH BOTTOM
EROSION CONTROL STONE
EPTH TO FLUSH WITH
OF DITCH
WOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LFJACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
SEEDING SCHEDULE
TYPICAL DITCH OR SWALE
NTS
0
\ \ 4
-F10
w \ /
IPE CLASS D RIP RAP
': INV HEADWALL
///����� • ' . • • . / TER BERM NC
#57LWASHED STONE:
\ ����II IIII I I LI 11 ���� 12" THICK x
SjBIME 1
TORAGE A �3' HIGH MIN.
CLASS B RIP RAP NOTE:
FILTER BERM
PERSPECTIVE VIEW (SEE BASIN,OBELOW)UGH BASNRAVEL DETAIL• ISIPRAP DESIGNED TO PROTEC'
v NO SCALE EXISTING PIPE INVERTS THAT DRAIN
10 ACRES OR LESS.
NC DOT #5 OR
FLOOD STORAGE 057 WASHED NATURAL GROUND
ZONE STONE OR NEW ROAD
AREA TO BE 3
PIPE EMBANKMENT
\ -
DISTURBED INVERT RIP RAP
\\\\ � 1'
(CUT, FILL. ETC.) HEADWALL
SEDIMENT -IIII
STORAGE
2' IIII=
FLOW
- FLOW IS _
_ IIIII PIPES 36" AND OVER
IIIII-IIII = IIIII IIIII-_ CUSS B FILTER REQUIRE DOT APPROVED
RIP RAP FABRIC HEADWALL IN NEW ROAD
EMBANKMENTS
MAX. SEDIMENT DEPTH
OF 1.5' (CLEAN OUT POINT) SECTION THROUGH BASIN, NOTE:
FILTER AND CULVERT DIMENSIONS ARE MINIMUM
ACCEPTABLE UNLESS
NO SCALE OTHERWISE NOTED.
GRAVEL & RIP RAP HORSESHOE INLET BASIN
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
y1Py
ROpO
011-
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - NCDOT
#57 WASHED STONE
CONCRETE BLOCK
:�. 'D•
dPE . )
UUUUULIUUUUL
t
r _
PLAN VIEW
HARDWARE CLOTH - GEOTEX 2130
CONCRETE BLOCK
OR APPROVED EQUAL
TO BE PLACED 6" OUTSIDE THE
BOUNDARIES OF DRAINAGE BLOCK.
2' DEWATERING
TEMPORARY SEDIMENT POOL
GRAVEL FILTER - NCDOT
#57 WASHED STONE
SECTION VIEW
BLOCK AND GRAVEL INLET PROTECTION
ROBEY11.
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CURRITUCK
ASSISTED
LIVING
CENTER
MOYOCK TOWNSHIP
CURRITUCK COUNTY
DOGM111107TART611111 MOT
KEY PLAN:
Project #:
090222
Drawing #:
090222 - Details.dwg
Drawn:
JLW
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
5 OF 11
Scale:
N.T.S.
REVISIONS:
NUM. DATE DESCRIPTION
NTS SHEET TITLE:
DETAILS
SHEET NUMBER:
5
2

s
Y
6'
dl--2' #5 RE -BAR IF
5"
PRECAST PARKING BLOCK
NTS
f
ACCESSIBLE ROUTE CROSSES
? OVER CURB CUT AND SIDE
FLARES
v
48" MIN
IAMFERED EDGES
2" TYPE SF 9.5A
ASPHALT
b" ABC STONE
LINE OF BUILDING, PLANTED
AREA, FENCE, ETC.
IF DIMENSION "B" IS LESS THAN 48"
AND PEDESTRIANS MUST WALK ACROSS
m /r THE CURB CUT, THEN SIDE FLARES
i/ SHALL HAVE A 1:12 MAXIMUM SLOPE
HANDICAPPED ACCESS
CURB CUT
NTS
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
HANDICAPPED PARKING STALL (TYP.)
IDEWALK
1:12
S
:12
—EDGE OF
AS DIM'D.
SITENPLAN
J-PARKING
STI
—8.0 FT. WHEI
8
8
8
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
MAXIMUM
PENALTY
$250
LL PAVEMENT MARKINGS (TYP.)
:LCHAIR ACCESS AISLE
EDGE OF SIGN
rOUTSIDE OF PEDESTRIAN AREAS
" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDIC&RELATED DETAIS WALKWAY
2" TYPE SF 9.5A ASPHALT MIX
HEAVY DUTY PAVEMENT SECTION
NTS
2" TYPE SF 9.5A ASPHALT MIX
NTS
SMOOTH CONCRETE DOME
8" O.D. X 7' HEAVY DUTY STEEL BOLLARD
GROUT FULL W/ 3000 PSI CONCRETE
I
PAINTED MATTE BLACK.
v
�3" RISE
SURFACE MATERIAL
AIDE, t.
"'� I 1,pi 1 1 III F...
C> ..:::
COMPACTED
EARTH 18" SQUARE CONCRETE FOOTING
(3000 PSI)
u —
PIPE BOLLARD DETAIL
NTS
FINISHED SUBGRADE�
+ + + + + +
j\\\ \\ + + + + + + +
FINAL BACKFILL \\\/\\\ + + + + + +
COMPACT TO 95R/\�j\� + + + + + +
STANDARD PROCTOR
(FOR TRENCHES NOT \ \ \ + + + +
UNDER CURB OR
PAVEMENT, BACKFILL + + + + + /\
USING ON -SITE
SUITABLE SOILS. FOR \�\�\ + + + + \�\
CURB ORS PAVEDR j\\�\ + + + +
AREAS, BACKFILL \ \ \ + +USING ONLY
\
APPROVED OFF -SITE \\/�\\Z + + + +
SELECT BORROW.) + + \/�\
+ + + +
\�\\�\\
#57 STONE BEDDING
/ .
STONE TO BE THOROUGHLY
COMPACTED UNDER AND
BESIDE PIPE
OUTSIDE DIAM.
OF PIPE
6" 6"
SLOPE SIDES AS NECESSARY
FOR CONSTRUCTION
OUTSIDE
OF PIPE
TYPICAL SANITARY SEWER MAIN TRENCH
NTS
PRUNE CODOMINANT LEADERS
PRUNE BROKEN, RUBBING
OR CROSSING BRANCHES
#10 WIRE THRU
RUBBER HOSE
REMOVE TAGS AND LABELS.
CUT AWAY ALL BALLING ROPES—�
REMOVE TOP OF WIRE BASKET
UNAMENDED BACKFILL SOIL
PARTIALLY BACKFILL, WATER TO
SETTLE SOIL, FINISH BACKFILLING :;�
AND SCORE HOLE WALL
0 /,
REMOVE CONTAINER AND CUT CIRCLING
ROOTS IF CONTAINER -GROWN, OR AS MUCH
BURLAP AS POSSIBLE IF FIELD -GROWN
QO NOT PRUNE TERMINAL
LEADER OR BRANCH TIPS
PRUNE NARROW CROTCH
ANGLES & WATER SPOUTS
2" X 2" STAKE INSERTED
�— 12" - 15" INTO SOLID SOIL.
DO NOT STAKE OR WRAP
TRUNK UNLESS NECESSARY.
PRUNE SUCKERS
2"- 3" MULCH KEPT
AWAY FROM TRUNK
SOIL WELL TO CONTAIN WATER
AREA FOR WATER DRAINAGE
,\/�, \///\�; (PIPE OR TILE COULD BE
INSTALLED)
LEAVE SOLID SOIL PEDESTAL.
DO NOT DIG DEEPER THAN
BALL DEPTH.
TREE PLANTING DETAIL
NTS
2' TYPE SF 9.5A ASPHALT
6" ABC STONE BASE
COMPACTED EARTH
CONCRETE SIDEWALK DETAIL
NTS
6"
2" TYPE SF 9.5A ASPHALT MIX
J3"R
3"R '-
12"t.
'I -d
24"
31.
6" ABC STONE
CURB & GUTTER DETAIL
NTS
ELEV. 9.0 —
TYP. PARKING STALL
RIM ELEV.—
(SEE PLANS)
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
TREES AS SHOWN 150 US Hwy 158 E.
ON SITE PLAN PO BOX 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
y I
ELEV. 9.5 TO 10.0 BLDG.
LOC. �. ♦�
CURB &
& GUTTER •J Q SEAL I
r 18550 " %
DROP-OFF DRIVE
RAISED EARTH '� (».'I NT.; •'" ��
ISLAND 24' .��,,(S, H y,,��
(WIDTH VARIES)
CURRITUCK
RAISED EARTH ISLAND
SECTION A -A
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT "STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = SHALL CONFORM TO
f-- NCDOT STANDARD DRAWING 840.16
PARGE INVERT W/
CONCRETE -- SLOPE TO
CULVERT INVERT.
DROP INLET
NTS
♦-4
�00000000
'a
6" THICK 2500 PSI
CONCRETE 50 '
(2' APRON AROUND
DRAIN BASIN)
REINFORCED WITH
10/10 WWF REBAR
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
PRECAST CONCRETE
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
n/ oxox�/v nnm
-COMPACT SUBGRADE TO 95% OF ASTM D 698
NYLOPLAST CATCH BASIN WITH APRON
NTS
ASSISTED
LIVING
CENTER
MOYOCK TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
090222
Drawing #:
090222 - Details.dwg
Drawn:
JLW
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
7 OF 11
Scale:
N.T.S.
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE
DETAILS
SHEET NUMBER:
7
NTS

HEIGHT VAF
I
TAL
;AL
REBAR ® 8" O.C.
12" Q.G.
REBAR SCHEDULE FOR CONCRETE OUTFLOW STRUCTURE
NTS
5' ABOVE PERM. POOL RIP RAP PAD PERMANENT
EXISTING 20' CLASS B EROSION
CONTROL STONE WATER SURFACE
GRADE ELEV. = 4.50 BULKHEAD ACROSS END
TOP ELEV. = 4.70 OF FOREBAY AREA
1 (SEE DETAIL BELOW)
FT
1 L� tNON-WOVENI
o
1 3 ELEV. = 1.0
1' SEDIMENT STORAGE 3
5' BELOW PERM. POOL —►I t
ELEV. _ -1.00 N
3 1' SEDIMENT STORAGE
BOTTOM ELEV. = 0.00 i
12"\��\\
ERO
OVETTOM ELEV. _ -2.00
GEOTEXTILE FABRIC
GEOTEX 801 OR
APPROVED EQUAL
F EBAY AREA -CROSS SECTION
NTS
SECTION
TWO LAYERS
1 x8'S STAGGERED
G
6"x6"x16' TREATED PILINGS (6' O.C.) TWO LAYERS
1x8'S STAGGERED
WHALER
INSTALL PILING TO FULL 16' DEPTH.
DRIVE UNTIL UNTIL TOP ELEVATION
MATCHES DESIGN.
SHEETING TO EXTEND 24"
• FEET BELOWBOTT IL
ELEV. 111 ••
BULHEAD DETAtL
NTS
BOTTOM ELEV. SEE TABLE
TOP OF BERM ELEV. = t8.00
7710YR=6.12
—
INLET ELEV. = 4.50
WEIR INLET.. ELEV..-
5.75 ,,ed
-- SURFACE
CLASS B STONE —
0
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
P UG WITH
/
\ \
LLED GH
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20" X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE
NTS
U: P
SEE WET DETENTION BASIN
PLANTING DETAIL FOR
PLANTING INSTRUCTIONS
BULKHEAD
PILING
NO.
LOCATION
TOP
BOTTOM
1
OnN BASIN
8.00
-8.00
2
FOREBAY.WEIR
4.do
-12,00
3
00REBAY. HEIR _
-12.00
L8"J
e a A
a. o. e
e C
e
e .
A
DITCH BOTTOM
F18i• P - e 4"
0 8" .
Q =RIP
/ A57 WASHED STONE
\/. DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
iS B EROSION
TROL STONE
CROSS SECTION PRIME WITH CLEAN T METAL.e.
IAACD U OIVNL
WET BASIN CROSS SECTION
NTS
INSt I A (I YN)
NTS
1/2" 0 ROUND
5' ABOVE PERM. POOL I.— FINISHED GRA
'r AD, 1�E L— 10' VEGETATED SHELF
Op6 I_
S�
•y� 5' BELOW PERM. POOL
1' SEDIMENT STORAGE
f
7.0)
RIPRAP ENERGY DISSIPATER
r- OUTFLOW STRUCTURE
m
FOR WET POND
SHELF VEGETATION
SEE PLANTING DETAIL
& NOTES SHT. 9
6 _
FFOREB�AYP012
3
�4.50 '
a
HYMM
ROB
v.�- I J14- `. J! THE GROI IN: UP
150 US Hwy 158 E.
PO Box 339
Camden. NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
BULKHEAD 9 3
45 LF PROPOSED BULKHEAD. SEE
DETAILS THIS SHEET.
SEAL T _
1855(] y C
INFLOW •�,e9� �OF
•nu.o•"0%
CURRITUCK
ASSISTED
LIVING
CENTER
' INFLOW TRAVEL LENGTH TO
\ i OUTFLOW WEIR
BULKHEAD k 1
j 97 LF PROPOSED BULKHEAD, SEE
DETAILS THIS SHEET.
I �
1 �
I
I
1 0
I N
I I
1
I
I i INFLOW TRAVEL LENGTH TO
I
OUTFLOW WEIR
,\ I
I
j PERMANENT POOL ELEV. = 4.50
' I I 11,436 SF
I
,
,
�i BULKHEAD # 2
38 LF PROPOSED BULKHEAD. SEE
I DETAILS THIS SHEET.
STORAGE ELEV. = 5.75
DETENTION POND DIMENSIONS
NTS
MOYOCK TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
090222
Drawing #:
090222 - Details.dwg
Drawn:
JLW
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
8 OF 11
Scale:
N.T.S.
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
DETAILS
SHEET NUMBER:
8

19,
COMPACTED SUBGRADE
2.
6" DIA. BOLLARDS
(SEE DETAIL SHT 7)
6'
1/2" RADIUS
640040 WWF
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
NTS
EXCELSIOR MATTING
I
12'
AMENDED
SOIL
I
6'
30" TYP
`kiwi►'OF jjsgq, 1�1,`��1,
PERENNIAL PLANTING
NTS
SHALLOW LAND PLANTS
CL
0
CC
HC
SG
LC
SHALLOW WATER PLANTS
AS
IB
QPP
f SC
SB
t}[
1.25
2.5'
VEGETATED 2.5'
SHELF (10:1)
2.5'
3:1
BOTANICAL
CHASAMANTHIUM LATIFOLIUM
CONOCLINIUM COELESTINUM
HIBISCUS ARNOTTAINUS
SET PLANT AT
ORIGINAL DEPTH
LARGE PLUGS
(4.9-7 CUBIC
INCHES)
AMMEND SOIL AS
SPECIFIED
EXISTING SOIL
COMMON
RIVER OATS
WILD AGERATUM
WHITE ROSEMALLOW
SACCHARUM GIGANTEUMAND ALLIES PLUMGRASSES
LOBELIA CARDINALIS
BOTANICAL
ACORUS AMERICANUS
IRIS VIRGINICA
PONTEDERIA CORDATA
SAURURUS CERNUUS
SPARGANIUM AMERICANUM
PLANT SCHEDULE
® 3:1
CARDINAL FLOWER
COMMON
SWEET FLAG
BLUE FLAG IRIS
PICKEREL WEED
LIZARD'S TAIL
BUR-REDD
STORMWATER VEGETATION FOR WET
DETENTION BASINS
THE CONTRACTOR SHALL INSTALL VEGETATION
IN THE SPECIFIED ZONES FOR WET DETENTION
BASINS, THE HYDROLOGIC ZONES OF
IMPORTANCE FOR A WET BASIN CONSIST OF
THE UPLAND AND THE TEN FOOT WIDE
VEGETATED SHELF THAT IS CENTERED ON THE
PERMANENT POOL ELEVATION. THE UPLAND
IS THE AREA ABOVE THE VEGETATED SHELF
THAT IS INTENDED TO RECEIVE LITTLE OR NO
INUNDATION. THE VEGETATED SHELF IS
BROKEN INTO TWO DISTINCT REGIONS: 1)
THE CONSTANTLY INUNDATED SHALLOW WATER
ZONE (0' TO 6' BELOW NORMAL POOL), AND
2) THE SHALLOW LAND OR TEMPORARILY
INUNDATED ZONE (0° TO 6° ABOVE NORMAL
POOL).
SOIL PREPARATION
1.THE CONTRACTOR SHALL OVER -EXCAVATE
THE UPLAND AREA BY 6° AND THE
VEGETATED SHELF AREA BY 12°.
2.THE UPLAND AREA SHALL BE BROUGHT TO
GRADE BY PLACEMENT OF 6° TOPSOIL
AMENDED PER THE SEEDING AND MULCHING
SPECIFICATIONS PROVIDED. WHEN PLACING
FERTILIZER, CARE SHALL BE USED TO LIMIT
PLACEMENT TO THE UPLAND AREA. SOD
SHALL BE INSTALLED ON THE UPLAND
SLOPE.
3. THE VEGETATED SHELF SHALL BE
BROUGHT TO GRADE BY PLACEMENT OF 12°
AMENDED SOIL. SOIL SHALL BE AMENDED
AND TESTED TO VERIFY THAT SOIL PH IS
BETWEEN 5.5 AND 6.5 WITH A MINIMUM OF
5-10% ORGANIC MATTER. SOIL PH CAN BE
INCREASED BY ADDING LIME OR DECREASED
BY ADDING IRON SULFITE. COMPOST CAN
BE ADDED TO INCREASE ORGANIC MATTER.
USE OF PEAT MOSS IS NOT RECOMMENDED.
TESTING CAN USUALLY BE PERFORMED
THROUGH THE LOCAL COOPERATIVE
EXTENSION OFFICE.
4.IMMEDIATELY UPON COMPLETION OF
GRADING ACTIVITIES, INSTALL EXCELSIOR
EROSION CONTROL MATTING AND
PLANTINGS. IF SITE IS NOT COMPLETELY
STABILIZED, INSTALL SILT FENCE AROUND
UPLAND PERIMETER AS NECESSARY TO
PROTECT THE POND FROM RUNOFF FROM
UNSTABILIZED AREAS.
PLANT INSTALLATION
1.PLANTS SHALL BE INSTALLED WITHIN 14
DAYS OF COMPLETION OF GRADING
ACTIVITIES WHEN PLANTING DATES
CORRESPOND. FOR BEST RESULTS,
SHALLOW WATER PLANTINGS SHOULD BE
INSTALLED BETWEEN APRIL 1ST AND JULY
15TH. AT NO TIME SHOULD SHALLOW
WATER PLANTS BE INSTALLED BETWEEN
OCTOBER 1ST AND MARCH 1ST. A PARTIAL
CERTIFICATION CAN BE FILED WITH NCDENR
WITHOUT INSTALLATION OF THE SHALLOW
WATER PLANTS TO INSURE THAT THEY ARE
PLANTED AT THE PROPER TIMES. SEE
ACCEPTABLE RECOMMENDED SPECIES LIST
BELOW. THE OPTIMAL DATES FOR
INSTALLATION OF SHALLOW LAND
PLANTINGS IS BETWEEN APRIL 1ST AND
AUGUST 31ST ; HOWEVER, SHALLOW LAND
PLANTINGS CAN BE INSTALLED THROUGHOUT
THE YEAR. SEE ACCEPTABLE
RECOMMENDED SPECIES LIST BELOW.
2.PLANTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE PERENNIAL
PLANTING DETAIL, PLANT SCHEDULE AND
TYPICAL PLANTING LAYOUT PROVIDED. IF
THE SPECIES SPECIFICALLY CALLED FOR IN
THE PLANT SCHEDULE ARE NOT AVAILABLE,
THE FOLLOWING ARE ACCEPTABLE
RECOMMENDED SPECIES,
FOR PERMANENT SHALLOW LAND ZONES
W-6' ABOVE NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
. CAREX ALBOLUTESCENS, CRINITA,
LUPULINA, LURIDA, AND TRIBULOIDES
. CHELONE GLABRA (WHITE
TURTLEHEAD)
. ASCLEPIAS INCARNATA ACE BALLET_
(ICE BALLET SWAMP MILKWEED)
• EUPATORIUM FISTULOSUM (JOE PYE
WEED)
. HELIANTHUS ANGUSTIFOLIUS (SWAMP
SUNFLOWER)
. HIBISCUS COCCINEUS AND
MOSCHEUTUS (ROSE MALLOWS)
. JUNCUS EFFUSUS AND CORIACEOUS
(RUCHES)
. KOSTELETSKYA VIRGINICA (SEASHORE
MALLOW)
. LOBELIA ELONGATA (CARDINAL
FLOWERS)
. SCIRPUS CYERINUS (WOOLGRASS)
. PYCNANTHEMUM TENUIFOLIUM
(NARROWLEAVED MOUNTAINMINT)
. RHYNCHOSPORA COLORATA AND
ALLIES (WHITE -TOP SEDGE)
. VERONIA NOVEBORACENSIS (COMMON
IRONWEED)
10' 10' 10' 1
STORM WATER CONTROL BASIN
TYPICAL PLANTING LAYOUT
NTS
WET DETENTION BASIN PLANTING DETAIL
FOR PERMANENT SHALLOW WATER ZONE
(0"-6" BELOW NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
. CLADIUM JAMAICENSE (SAWGRASS)
. ECHINODORUS SUBCORDATUM
(CREEPING BURHEAD)
. PELTANDRA VIRGINICA (ARROW ARUM)
• SAGITTARIA IANCIFOLIA (BULLTONGUE)
. SAGITTARIA LATIFOLIA (DUCK POTATO)
. SCHOENPLECTUS TABERNAEMONTANI
(SOFTSTEM BULRUSH)
. SCIRPUS AMERICANUS AND ALLIES
(THREE -SQUARE)
. ZIZANIOPSIS MILIACEA (WATER MILLET)
3.APPLY A SLOW RELEASE FERTILIZER TO
EACH PLANT AS IT IS INSTALLED. DO NOT
BROADCAST FERTILIZERS OR FERTILIZE
AFTER INSTALLATION IN THE AREA OF THE
VEGETATED SHELF. SLOW RELEASE
FERTILIZERS SHOULD FEED PLANTINGS FOR
A MINIMUM OF 8-9 MONTHS, 12-14
MONTHS IS PREFERRED. A 17-5-11
FORMULA IS RECOMMENDED, BUT CAN
VARY. PHOSPHORUS CONTENT SHALL BE
LESS THAN 1OX
OWNER MAINTENANCE
1.THE PROPERTY OWNER SHALL INSURE THAT
THE WET DETENTION BASIN IS MAINTAINED
ACCORDING TO THE OPERATION AND
MAINTENANCE AGREEMENT FILED WITH
NCDENR. TO INSURE THE SURVIVABILITY OF
THE WETLAND VEGETATION, SPECIAL
ATTENTION SHOULD BE PAID TO THE
OUTFLOW STRUCTURE AND DRAWDOWN
ORIFICE. CLOGGING OF THESE DEVICES WILL
CAUSE WATER SURFACE ELEVATIONS TO BE
ELEVATED FOR EXTENDED PERIODS OF TIME
CAUSING INUNDATION LEVELS THAT ARE
UNACCEPTABLE FOR THE SPECIFIED PLANTS.
2.WEEDING SHALL TAKE PLACE WITHIN THE
FIRST TWO YEARS TO ASSURE THE BASIN
ISN'T OVERRUN BY SUCH UNDESIRABLE
VEGETATION AS CATTAILS.
3.FOR TWO YEARS AFTER PLANTING, DURING
THE OPTIMAL PLANTING SEASON OF APRIL
1ST AND JULY 15TH, ANY PLANT THAT DID
NOT SURVIVE THE PREVIOUS WINTER SHALL
BE REPLACED.
REPEAT AROUND BASIN PERIMETER
WITH 10' BREAKS AT BULKHEADS
AND BASIN ACCESS POINTS
UPLAND ZONE
SHALLOW LAND ZONE (0"-6"
ABOVE NORMAL POOL)
SHALLOW WATER ZONE (0"-6"
BELOW NORMAL POOL)
DEEP POOL ZONE
Sr. LUTIOt'SS FR.Ci" `.._ _R. ,I_''V
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
CURRITUCK
ASSISTED
LIVING
CENTER
MOYOCK TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
090222
Drawing #:
090222 - Details.dwg
Drawn:
JLW
Checked:
KDH
Approved:
SCR
Date:
10/06/09
Sheet #:
9 OF 11
Scale:
N.T.S.
REVISIONS:
NUM. DATE DESCRIPTION
1 10-16-09 Added dumpster detail
SHEET TITLE:
DETAILS
SHEET NUMBER:
9