SW7050207_APPROVED PLANS_20050531

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW?/�,�f1�D,
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

1'
1
1 l ULOCO AT 1-800--632-4949, THE CONTRACTOR
EXPENSE ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
THE CONTRACTOR SHALL VERYIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OF PROPOSED
I WORK TO EXISTING CURBS, SANITARY LINES, WATER LINES, ETC... PRIOR TO CONSTRUCTION.
"3. PROPERTY OWNER/DEVELOPER:
I 1 � fiX 1 FRIG BUSINESS PARK LLC
100 FREEDOM AVENUE
POWELL$ POINT NC 27966
4. RECORDING REFERENCES. D.B. 176 PG. 301
lD.B. 38, PG. 028
tt/ir D.B. 407, PC. 722
R,D. RAw9DLPH WF N/F 6. AREAS;
MILDRED V. RMD1!%1+F1 MARY E. NEVELL J" P. VISE �� Igg,42 AG.
•�N S NEVELL PArRrca R WISE N� TOTAL TRACT AREA; (PHASES 2 3) 6.42 C,
a U='ail IO 4W PC bal9 �8 373. P43 197 MICHAEL KUNTZ PHASE 2 LOTS
1 TN iP3.94D GAY S. KUNTZ
Z A TM 1>>3 Z A DD 176, PG 301 .+�' PHASE 2 RIGHT-OF�-WAY .46 AC.
ZONE A • �' PC A, SL 1I93 ,.� / OPEN SPACE 28 28 $T, POND}
N/F ZONE A �,� .� ../ PHASE 3 LOTS
>I120. �. ¢ �► \,e ! .►� PHASE 3 RIGHT -OF
2.04 AG.
\ KELLY JEAN FOURNIER DELPHINE KNUCKLES r +� ,dry OPEN SPACE 0.94 (LOT 52 POND)
TN 123A-,9,a�' TRUST r 77 k \T6 v ��
ZONE R TZGNE R7 1,$ �ti� a3 e• } ,+� 9Q ��� A \rr, ❑ v,49 +1 +10 , A 0. ,,� "Ty •�' PHASE 2t 2,388 L.F.
� ��° 16, o LENGTH OF STREETS; PHASE 3. 1,584 LF.
AZELCA ACRES SECTION 7f � 5 +v ,�• � �h•
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y p " «�y p ,�o� � � \ � \�• �.• ti ' L078 1 wA (GB)
y' �°' °• y o ° LOTS 9-52 (UM) T
y •,°$ 1O' ,p 40,OX10 S. 40,205 S.F. /
N/F 5, WASTEWATER; PRIVATE ON -SITE SEPTIC SYSTEM EACH IO
,pro ° J� 40,332 S.F. 1pe ,ob ,a ,py 1�` ,Q 11 ° 9� \,o +\� \\y + 17� ryo h5 +�� +" 43,2T4 SF, e
LLpYD V. M DX]ROTHY D. HALSTED ,p
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ZONE R + 9 , +°a +` �� �'\ \� ++° , / ,k1 *� 9, WATER: PUBLIC, CURRITUCK COUNTY WATER SYSTEM
°a �p6 40.000 S.F. y \C \+r
,°6 +9� ,°'+�a \`1 �� �a� 4�� 10. A 15' UTILITY AND DRAINAGE EASEMIENT SHAH BE PRESI.RIIF1!
°g ` 000 F +r ALONG ALL STREETS.
x o ` \ ° f 40=0 S.F. 0 / \ 1 11. A 10, llT Ury AND DRAINAGE EASEMENT SHALL BE PRESOWE'D
N/F ,`' © o� .� * '--"- / 4 , A.ONG ALL PROPERTY LINE (UNLESS NOTED OTHERWISE) -
TNM AR7HUR DvYEI� 4 1 `°� 'v A%" RVEY INFORMATION PROVIDED 1�
TM 124G-15 � � 41,812 S.F. ` � �- + °� \Q k..�� ""; "' �
ZONE R 2 .,,�,� a ,R 12. !
\� ` wli.L.uw T. ROBBINS, SURVEYOR
+a He 63 Box 19
POPLAR! BRANCH, Nc 27965
AND TAKEN FROM AS BUILT SURVEY OF ROADWAY
y FREEDOM PARK PHASE Il, DATED 9--24--03.
CURRITUCK ESTATES ...-.- , • �P 1Qy t° • PREPAM BY QUIBL:E AND A590CA'1ES, P.C.
SUDDIVISICIN -" �24 +p
P%C. D, SL. E. .� 1�'6 $ 7 • a Al' LAST STAGES OF CONSTRUCTION.
N/F casKINS � 1 � .7.00 � �% ,2�' � `� ,y�' 13. ALL STORM{ SEWER PIPES AND DROP INLETS TO BE CLEARED OF DEBRIS AND ERODED MATERIAL
S 9 231� Z �� W,6.LL.Y 4 HEA7ifi1 L/ �/�
CHRISTI ,p° A`• 1
TM 12 � 14 / �Q. ."� 14, WHEN MATERIALS WHICH ARE UNSUITABLE FOR! SUBGRADE, OR OTHER ROADWAY PURPOSES, OCCUR
WITHIN THE LIMITS OF STREET CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO EXCAVATE
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1I THIS PLAN DOES NOT GUARANTEE THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
.
UTILITIES. PRIOR TO ANY CONSTRUCTION OR EXCAVATION THE CONTRACTOR SHALL VERIFY THE
EXISTENCE AND LOCATION OR, THE NON-EXISTENCE OF UNDERGROUND UTILITIES BY CONTACTING
SHALL BE RESPONSIBLE FOR REPAIRING AT HIS
\op � � 9'I ,. ,I SUCH MATERIAL BELOW THE GRADE SHOWN ON PLANS, AND THE AREA SO LAAVATED
1 40.000 S.F. 41.546 S.F. , \a`' BACKFILLED WITH APPROVED SUITABLE MATERIALS.
JEFFREY 6 SHLXEY CIIAva 44 9� �, • �� +' / n9 �q6
NJT 40 00D S.F.CJ. 15. ALL STORM[ SEWER PIPE UNLESS OTHERWISE SHOWN SHALL BE CONCRETE TONGUE AND GROOVE.
PIPES NOT SUBJECT To TRAFFIC LOADING MAY BE CL 11 REINFORCED RIPE, PIPES SUBJECT TO
TM ZONE
a9 ;t� aQ , Ni,p� \o o `0' \5 TRAFFIC LOADING SHALL BE CL III - REINFORCED PIPE AND SHALL CONFORIIM TO THE SPECIFICATIONS
ZOwE R b 41,425 S.F. a �`o' A1� � FOR CONCRETE SEWER PIPE, A.A.S,H.O. DESIGNATION M 170.
...�- ,,,� J \° ` `p1 �r �\ \�'� 1i. ALL CONCRETE PIPE JOINTS ARE TO BE SEALED WITH PREFORl�1ED M4M 44KM INSTALLED
..�-• / \ IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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6" AGGREGATE BASE COURSE
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PIA & PAVEMENT SECTION
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NOTE: EXTEND AGGREGATE BASE COURSE
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Project N0;
U4-1524
Sheet No,
1 CIF 3
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6" BEYOND EDGE OF PAVEMENT �' � � �•� �Rj�-,-CFTVEIEject No;
MAY 2 3 2005 04-1524
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DITCH TO BEQ ` CLEAN DITCH DOWNSTREAM
OELEV.CLEANED
5.5 �\TO A NATURALLY OCCURING COR
DITCH ELEVATION OF 5.5'
SEE DETAIL P � RosaL
B
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GRAPHIC SCALE
1 "=30'
•AEEDING PER TABLE 6.11v OF THE NORTH CAROLINA
SEEDING
AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
8
tiA
�.�LEV.=5,5'
SECTION A-�A
N.T.S.
DETAIL A
r SEEDING PER TABLE SA Iv OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
EI-,EV.=6.0'
SECTION B—B
N.T.S.
• SEEDING PER TABLE M ly OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PUNNING AND
DESIGN MANUAL.
LEV.=6,0'
SECTION C--
N.T.S.
@ 0.00% ExisTiNr, 8,4
INV. IN=6.0 FIRE HYDRANT ­T
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Designed By. CAT
Drawn By: SAH
Checked By: CAT
Date: 1 21 05
Scale: 1 „_30'
Project No:
44-1524
Sheet No,
2OF3
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Table 6.1Oa
Temporary Seeding TS
Recommendations for Late
Winter and Early Spring
Seeding Mixtures
Species Rate Qb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean In Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
Seeding dates
Mountains - Above 2500 ft; Feb. 15 - May 15
Below 2500 ft, Feb. 1 -- May 1
Piedmont - Jon, 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of sail tests or apply 2,000 Ib/ocre ground agricultural limestone and
750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000-lb/acre straw, Anchor straw by tacking with asphalt, netting, or a mulch -
anchoring tool. A disk with blades set nearly straight can be used as a mulch -anchoring tool,
Maintenance
Refertilize If growth is not fully adequate. Reseed, refertilize and mulch immediately following
erosion or other damage,
Table 6.11 t
Seeding No. 5CP for:
PS
Well -Drained Sandy Looms to
Dry Sands; Low Maintenance
Seeding mixture
Species,
Rate (lb/acre)
Pensacola Bahiagrass
50
Sericeo lespedeza
30
Common Bermudogross
10
German millet
10
Seeding notes
1. Where a neat appearance Is desired, omit sericea.
2. Use common Bermudagrass only on Isolated sites
where it cannot become
a pest,
Bermudagrass may be replaced with 5 Ib/ocre centipedegross.
Seeding dates
Apr. 1 - July 15
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agricultural
limestone and 500 I/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of
another suitable mulch.
Anchor by
tacking with asphalt, roving, or netting or by crimping
with a mulch -anchoring
tool. A disk
with blades set nearly straight can be used as a mulch
--anchoring tool.
Maintenance
Refertilize the following Apr. with 50 lb/acre nitrogen.
Repeat as growth requires,
May be
mowed only once a year. Where a neat appearance is desired, omit sericea and
mow as
often as needed.
1 Refer to Appendix 8.02 for botanical names.
Table 6.11v
Seeding No, 7CP for:
Gross -lined Channels;
PS
Coastal Plain, Lower
Piedmont, and Dry Soils in
the Central Piedmont
Seeding Mixture
Species,
Rate (lb/acre)
Common Bermudagrass
40-80 (1-2 Ib/1,000 ft2)
Seeding dates a
Coastal Plain: Apr. - July
Piedmont: Apr, 15 - June 30
Soil amendments
Apply lime and fertilizer according to
soil tests, or apply 3,000 lb/acre ground agricultural
limestone and 500 lb/acre 10-10-10 fertilizer,
Mulch
Use jute, excelsior motting, or other
effective channel lining material to cover the bottom of
channels and ditches. The lining should extend above the highest calculated depth of flow,
On channel side slopes above this height, and in drainages not required temporary linings,
apply 4,000-lb/acre grain straw and
anchor straw by stapling netting over the top.
Mulch and anchoring materials must
not be allowed to wash down slopes where they can clog
drainage devices.
Maintenance
A minimum of 3 weeks is required for establishment. Inspect and repair mulch frequently.
Refertilize the following Apr. with 50 ib/acre nitrogen,
Refer to Appendix 8.02 for botanical names.
D ETAI L 1
SECTION A --A _J --
Mw. 3s
s MIN, W*-----�-�--5 i1N.
SPECIFICATION
REFERENCE
JGL� I IV114 D-D
LEGEND
R
DETAIL 2
�s
DETAIL 3
3s
SECTION A —A SECTION A -A '
NOTES:
1. FOR MULTIPLE LIVE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION
OUTSIDE THE CHANNEL WIDTH (Y),
2. ON ANY SECONDARY ROADS INSTALLATION RECIIIRING EROSION CONTROL STONE
INHERE NO ENDWALL OR ENOSECTION 6 SPECIFIED ON PLANS, CONSTRUCTION IS
TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE.
3. GEOTEXTILE FABRIC TO BE INSTALLED LNDER ALL ERDSIM CONTROL STONE IN ACCORDANCE
WITH THE SPECIFICATIONS.
4. S-DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR AMR CULVERT,
H•DLAIETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT,
b. • USE TYPICAL SECTION SHOWN ON PLANS OR FOR SIIESLOPE, BOTTOM WIDTH AND DEPTH
OF CHANNEL. MATCH DaSTING DITCH OR NATURAL GROUND,
EC-1
MIN
D PEPTH
Class 1
2'
ass
STONE FOR EROSION CONTROL
VIRGINIA DEPARTMENT OF TRANSPORTATION
7'
GROUDSEL BUSH
CATTAILS
NEEDLE RUSH
114.01 I
DRAINAGE
ESM'T.
TYP.IFILL SLOPE VAR:
n�J
110' R/W
95' (FIRE TRUCK TURNING)
80' PAVEMENT
.�.5' 40, CUL DE SAC 0,
SUBGRADE
2" TYPE 1-2 ASPHALT
6" AGGREGATE BASE COURSE
8" AGGREGATE BASE COURSE SHOULDER
CUL DE SAC SECTION
N.T.S.
/ sp,
47 5'R
io
\ 0
AL
CUL DE SAC PLAN
N.T.S.
g' g'
'4AR, WIDTH VEGETATED VEGETATED
PERMANENT FOREBAY FOREBAY VAR, WIDTH
9' VEGETATIVE SHELF SIDEWALL POOL SIDEWALL W'� WALL FOREBAY SIDEWALL FOREBAY
3:1 MAX. SLOPE I 6:1 SLOPE , O 3:1 MAX. SLOPE , FLOOR O 3:1 MAX. SLOPE 611 SLOPE 60 SLOPE 30 MAX. SLOPE FLOOR
10 YR. POOL _ V...
ELEV.-8.82
TEMPOELEV,. 4RY P001
ELEV,• ,0'
1N POND
P NEi�{T Pt
E .6.0
i
___Q.---
PLANT SPECIES
COMMON NAME
SPACING
LOCATION
BACCHARIS HAUMIFOLIA
GROUNDSEL BUSH
5' O.C.
AT OR ABOVE PERM. POOL
TYPHA AUGUSTIFOLIA
CATTAIL
2' O.C.
BELOW (WAN 1 FOOT) PERM. POOL
TYPHA LATIFOLIA
CATTAIL
2' O.C.
BELOW (WAN 1 FOOT) PERM. POOL
JUNCOS ROEMERIANUS
BLACK NEEDLERUSH
2' O.C.
BELOW (WAN 1 FOOT) PERM. POOL
JUNCOS EFFUSUS
COMMON RUSH
2' O.C,
BELOW (WAN 1 FOOT) PERM. POOL
NOTES:
THREE ROWS OF PLANTINGS ARE PROPOSED, A SINGLE ROW OF GROUNDSEL BUSH
AT THE PERMANENT POOL WATERLINE AND TWO ROWS OF CATTAILS AND RUSHES
(MIXTURE) TO BE LOCATED ON THE VEGETATED SHELF WITHIN ONE FOOT OF THE
PERMANENT POOL WATERLINE (ON 60 SHELF),
12'
FOREBAY SIDEWALL VEGETATED SHELF
3:1 MAX. SLOPE; 6:1 SLOPE
SEED DETEN
.._.... FO1.- ... — ...
—..._..
PERMANENT POOL
ELEV.-6.0'
NATIVE SOILS
SECTION D--D
TYPICAL WET DETENTION BASIN CROSS-SECTION
N.T.S.
15,
DRAINAGE
ESM'T.
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VA .
48" MIN.
36" MIN, 0
DITCH CROSSING
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Designed By: CAT
Drown By: SAH
Checked By: CAT
Date: 1 Z21 05
Scale: AS SHOWN
Project No,
04-1524
Sheet No,
3OF3