SW7080403_APPROVED PLANS_20081117

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW CiJ /4
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATE I aloZ1Z�
YYYYMMDD

DEVELOPMENT PLANS
SUBMITTED FOR COUNTY TECHNICAL REVIEW II:
-��$� �� THE VILLAS AT THE POINTS
+� POPLAR BRANCH TOWNSHIP CURRITUCK COUNTY NORTH CAROLINA
Its
86 32'14"►yb
153.00'
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. tl1 'l,Vys•
TAX MAP 124'
PARCEL 80
DB 84, PG 244
NIF 6-
HELEN ,i JAME5 OVERTON, JR.
_T4X MAP 04 -
c^c lour PARCEL 83 ,
ZONE GB (Sm W T as) " . DB 420,Fry 644_ - l 4 '
__ HALL FAMILY LIMIT tARV47?5HIPNO. 3
ZONE A
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TAX MAP 124 y_� \ PARCEL 10/A
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\ PARCEL 81 tN,+ \ " � a DB 420, R5 844
DALB 374, PG 276 N \ \
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cP \ -, HALL FAMILY LIMITED
NIF\ HALL FAMILY LIMITED �� \
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(MULTI-FAMLIY OVERLAY 0/5TRICTI
POINELL5 POINT INVE5TMENT LLC
LOT 2 BURRU5 TRACT RECOMBINATION
DB 4BB, PG 376
ZONE OB
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POINELL5 POINT INVE5TMENT LLC
`'
LOT I BURRU5 TRACT RECOMBINATION
DB 488, PG 374
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ZONE OB s
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:1 ..... .1 6„W \ t gg7 (10
CURVE
LENGTH
RADIUS
TANGENT
CHORD BRNG
CHORD LENGTH
Cl
166.61'
2804.79'
83.33'
N2714'07"W
166.58'
TAX MAP 124
PARCEL 1,37K
DB 741, PG 052
I>/iF
HENRY GRIFFIN
ZONE GB
1 /
i
GRAPHIC SCALE
60 0 so 12D
(1NFEET )
1 inch = 60 ft
POINELL5 POINT INVE5TMENT LLC
LOT 3 BYRRU5 TRACT RECOMBINATION
DB NBB, PG 378
Manie
SITE
4 412
S 0 4f 4
F
Z
Hog Quarter Landing
Point Harbor
SHEET INDEX
COVER SHEET CI
SITE and UMrff PLAN C2
GRADING and DRAINAGE PLAN C3
SOIL EROSION and SEDIIViENTATION C4
CONTROL PLAN
WATER and SEWER DETAIL SHEET C5
STOR WWATER DETAM SHEET C6
DB 702, PG Ol4
N/F
B. KIETH HALL
TAX MAP 124
PARCEL l00
ZONE A
VJA l2_,:�2 C /
APPROVED
NORTH CAROLINA ENVIRONMENTAL,
MANAGEMENT COMMISSION
DIVISION WATER QUALITY
Date 20 Lf
Storrnwater Permit No.
a
Project / P07005
Designed By: VIEW
Drawn By: VEW/DSN
Cheeked By. VEW
leas Dole: 03/24/08

i� �� • ,� ..` , r a •• y • I a M1 a.
sv' r LI • I � ,.�r,r
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Y � • �a ' • I h I "Ih]]I
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROLINA
ONE CALL
LANDSCAPE MEND.
GENERAL LANDSCAPE NOTES :
1. PRIOR TO ISSUANCE OF A BUILDING PONT, DEVELOPER MUST RECEVE COUNTY APPROVAL FOR THE BUFFERYARD RAN
BUFFER YARD 'A' (LARGE TREE)
2. F AT THE TIME OF THE REQUEST FOR OCCUPANCY, THE REQUIRED BUFFERYARD VEGETATION IS NOT N RACE DUE TO THE
(SCOTCH PINE OR APPROVED EQUAL)
UKAVALABl1TY OF RANT MATERIAL OR UNSUITABLE FEATHER, THEN THE OEVELOPER/OMNIR SHALL POST A PERFORMANCE
40
40 FEET ON CENTER
BOUT FOR 115 PERCENT OF THE TOTAL COST OF IMPROVEMENTS.
TREES)
3• CONTRA RESPONSIBLE FOR TIMELY COORDINATION AND COOPERATION Mint ALL DIM CONTRACTORS THROUGHOUT
THE CONSTRUCTION PROCESS.
4. LANDSCAPING REQUIRED BY THE CURRITUCL COUNTY UNIFIED DEVELOPMENT ORDHANCE, INCLUDING SHADING PROVISIONS. SHALL
BUFFER YARD 'B' (SMALL TREE) ffQQ
BE PLAITED N ACCORDANCE WTI" THE FOLLOWING MINIMUM RANTING HEIGTIS: LARGE TREES: 4 FEET
(RUSSIAN OJVE OR APPROVED EQUAL) V.0
SHALL TREES 3 FEET
SHRUBS: 1 FOOT
30 FEET ON CENTER
5. BIIRERYARDS 'A' AS SHOWN ON THE PLAN SHALL BE OPAQUE FROM THE GROUND TO A HEIGHT OF AT LEAST 6 FEET WITH INTENENTTANT
(108 TREES)
VISUAL OBSTRUCTIONS FROM THE OPAQUE PORTION TO A HEIGHT OF AT LEAST 20 FEET AT MATURITY. THE OPAQUE LANDSCAPING MAY BE
- COMPOSED OF A WALL, FEN(F, LAlOSCAPED E1R1N BRY. PLANTED VEGETATION CR ElOS1NG VEGETATOH. COPLIANCE 6 PLANTED VEGETATIVE
PROPOSED'iSCREENS OR NATURAL VEGETATION 'ALL BE JUDGED CN TINE BASIS OF VEGETATION
NATURE MAXIMUM
AND DENSITY . FORGE ff TIE SBaECT S'ECES
/ Q C�LAEE FLOW OVERFLOW STRUCTURE \""\ 1�-,, F,- OR FEND OBSERVATION OF EXISTING VECETATION. UTILIZE ETBSIING VEGETATION TO THE MAXIMUM IXIFNT PRACTICAL.
3' TALL 50a OPAQUE SHADE TREE
/ ( TSPREADER \.. (SEE SHEET CB) .. \ "��,�._', - FENCE (TYP-) FLOWERING DOGWOOD OR APPROVED EQUAL) � 6. VISUAL OBST UC AS SHOWN H THE RAN SHALL T A OPAQUE FROM LEAST TIE GROUNDFEE TO A HBGR OF 3 FEEE WTH UE LAN SCA
SHEET CB) �... �... _ ( COMPO ED OF C WALL FROM THE OPAQUE D EART TM A IHPLANT D E TIO 20 FEET TI MATURITY. 7N. COMPOPAQUE F PLANTED
V MAY BE
\.. �.. (PLANTED AS SHOWN ON PLAN) COMPOSED a- A WALL. FENCE, LANDSCAPED EARTH EERY, PLANTED VEGETATION OR ExXRNc VEGETATION. COMPLIANCE OF RANTED VEGETATIVE
INSTALL
REDUCE PRESSURE DETECTOR \
J / (83 TREES) O REENS OR NATURAL VEGETATION WALL BE JUGGED L THE BASS E TATION MATO TURE HEIGHT AND DENSITY OF FOLIAGE OF THE SUBJECT RYARD WECIM
SHOWN
ASSEMBLY (TYPICAL) \ ; I7 ..• (�) REFER TO SF#ET C6 FOR WET DETENTION CN FIELD
�A �� PENDING SSUEMIFTNG �AL TO � COUNTY NF AA WAwRTTEN A MAXIMUM FROM THE AU PRCTICAL.OPERTY O NQU R(SY)L As SroWN
(1)j WAINSTATiER SERVICE (TYP) \ (SEE SAL SHEEP CS) FOR FIRE PROTECTION`• \ `4/ BASIN PLANT DESCRIPTION AND LOCATION 7. UNLESS OTIERNSE NOTED ON THE PLANS, RANT LOCATIONS STALL BE DETERMINED BY SCALING DRAWINGS.
/6• FT10�Llw )ROLE �, �.. \.. WET DETENTION BASIN PLANTS SHALL BE &RANTS SHOWN IN ROWS SHALL BE RANTED AS SIM AT AN EVEN SPACING. ORIENT INDIVIDUAL RANTS SO AS TO PROVIDE A OR „ tEr '\.. PLANTED ON 3 FOOT ON CENTER UNIFORM APPEARANCE ALONE THE RANT ROW.
BUFFER -A-)t9 25' ' r' r � .. \ .. Prfop \ ... \ 9. SIFT LOCATIONS OF RANTS SLIGHTLY AS REQUIRED TO AVOID UTETES, LIGHTING AND OTHER STRUCTURES.
t
d G� 2s ?5 r! , ' .. �... \... SEp \...\. T YpE ne» L� TO ORIENT RANT MATERIALS WITH BEST SIDE OF PLANT TO THE MOST PROMINENT NEW.
LARGE TREE VT B U , i. 75 r; j J \ ... `.. INSTALL \' • . \ . •a,} UFFE I,. � APPLY COMMERCIAL PRE -EMERGENT HERBICIDE TO ALL RANT BEDS PER MANUFACTURERS
•\ (TYP) �� A ,$ •-/.^ G.. 25 - ;;,, Sp' •� (,) 6'aGATE TEE "\... `V ..". RYARECOMMENj�p 12. IiM11 SIZE FOR PLANTING SMALL BE
6' GATE VALVE a ABoXSSEMBLY
a � ... SHRUBS - 10 GALLON CONTAINER
INSTALL u? F... 1 FIE HYDRANT ASSONaY \
1 F GATE VALVE d BOX _d �Q C o n• ' �; , ; - . \ ; } j TREES N 2 NNE CAPER
�A 11 A ONE YEAR FULL FER.ACFIEWT GUARANTEE ON ALL FEW TREES PLANTED 9HA1 BE PROVIDED 9Y of DEVELOPER �
\ \ (1) FRE HV9RANT ASSEMBLY 59$ D ?5' , PD \...
• %1 Np WITH All ADDITIONAL ONE YEAR GUARANTEE ON REPLACEMENT TREES.jL �
g a ' a - $ B U / 25• r �r ` , . r. "\.. INSTALL
\ Lr. t.s7 s r A $ L l ^ 2s• r r,;, 50• - \...` (6• 1) B•,s'.d TEE \...\ V.i
\ \ \ - isT T2 B y 3 z5' , • (2) GATE VALVE a BOX '8 INSTALL: •.. \.. SWILL TREE
REDUCE P DETECTOR '\ V40F j (TYPE)
' \ _ ASSEMBLY(TYPICAL)
ro► 1 TB. f. ?5' t! r , r FOR FILE PROTECTION '\... �..
SHEET C5)
PROPOSED
Y \� • 2O r/'• rr i77� A"•\
A.. 3' TALL 50L OPAQUE
^�.- i St'.B2 6J,' 2s c $ 5 rr r, N5MLL: g \ FONT (TYPE)
� s y 'Q , V ° :eN es ' B 0 f.,: ((i)))) 06-um vvAJE a BOX
�+ m \ 25 qI 6.N, ?5 f f. (1) FIRE HYDRANT ASSET33 • '\.,, \
y+ .I \ ?5 ° 69 ::71r S ?T 20;,_ CM1E• B 2s l rt PROPOSED RP
G I \ h B U / 25 >T ,j. '. $ (J / L 25. .' •jr ...\ RAP APRON (TYP)
y I ,Lllc I 2s .25,
,
� rR �'•J 11:,
Q I 1 t r, (,!•( �5. B U 25 .. 25�l .:81 .$j &. +1',Z _.'. ,� B U / L 75• r f '; f PROPOSED
i 1 ' ` t ; f ?5' l L ?5 _ - - _ u - TILT h / ?5' • r' SBORMTER PPE
(TYPICAL)
o IIALv so zs c s e = tr c$
COORDINATE NTH CURRITUCK \ •V INSTALL r�r rf 25 D '. @? O NSWln
COUNTY sal AND WATER DEPT. .I A REDUCE PRESSURE DETECTORDETECTORYANTT?IANCE / CLEAN -OUT ` ."\ .\.. ASSEMBLY (TYPICAL) , ;,,' �• f F,iS' m zs gF - _ . . T,r'� F -
OF 71G-NA-TAR DITCH"\.._ FOR FIRE RROtECITK1N
\� \ .' \ (SEE DETAIL SHEET 05)
%rEnAido ''I \ P \...` .. INSTALL A
.I DYIL PROPps. �.. (1) 6'�'le TEE
\ O ED "�-. (2%) s GATE VALVE a BOX
,� ND (1) 6• GATE VALVE a BOXS
]IEEE_ 1 AL .` ;.r r `rr 25 '$ 6• 07 'iRt' •.
... ... _ ... __ ... PROPOSED 24' : ± t ?5' f Ff [EVE AM 1� 1•Hg -
�� OVERFLOW smucnRE LSE t f J,• r ; zs 15 z �
m �...
AIL
i ALL'
A a a &e (N``)STLYrB•ffi• TEE 5O' 25•
� GALE VALVE a aOs C
D
. /' PROPOSED BULXHEAD $ N R i
AN DBE REDUCE PRESSURE DEISM
r f
INSTALL
OPAQE ASSEMBLYFOR FIRE( (TYPICAL)
8'w .. • . SMALL TREE) _ _ (SEE DETAIL BELT C5)
- PROPOSED (TYPE)
CATCH BASIN (TYP) T�YV '30.. � $4 ..� .• ` � � � � ` � �
MANHOLE (TYP) `Lq INSTALL•
>Vlc > (1 V)e)6' TEE ems ' `•� �°'� u N1FD BIER (2) 8. 2z5• BEND
f i / PROPOSED (/ B' GATE VALVE d BOX
(i)))))) g FIDE HYDRANT ASSEMBLY
'L / WETLAND c1> 6 ss BEND
• / FILL AREA
T N.Yn $ �-• '�?5 . C t Tom' 175 .. `. 4" � ` \
p y Y LOFFICES
(5.930 SQ FT) ` 0 SE
( INSTALL
6' GATE VALVE a BO%
INSERT (t; FIE HYDRANT ASS9BLY
e- I
1 -
Lawi
'1 11 ` INSTALL: y .I •"=R f•a., ,r.'trf lr !r 25' 'I� B (/ / D 25 .NB SS t9619Y�;
\. •1 11 (1) e' 45• BEND
\1 . i1 . 1 11 I .I 1 E'ai,. c' 3-`:_ Sp• c T 4
1..� i BUU�NEA PROFESSIONAL ao,, -�. ' • t 2s D 'R
1 . ; BUSS APAP WJON �y pa 1V` pROPOSED Nb OFFICES
...1 1 �3,680 SF. INSTAL
As`EMLIP 59MM Lj EC10R
PRE"" ° - B• ��+ f ( i
I
. CA) .",• \ w 1fW �, Vs] ea j'�.,+ FOR FIRE PROTECTION
j l OEIT"�' 1 , • j - . 'tee? '- . a (SE DETAIL SIFET C5 INSTALL
REDUCE RiFSSRE DETECTOR
ASSEMBLY (TYM&)
. _' _ _ F FOR FIRE V Y
1 • j r1 a `V y, o .: biP (SEE DETAIL MEETC5)Aln` In`
AL
.x AkL
AL
(2) 24• HDPa
\1 II INSTALL AIL �
iA � p � 1 -p g 0) s 45• BEND .I .I DNLc � � T •O
i IZ6 /
INSTALL, , , - 1 - --1� -� o
(Ap
17 S' OAA7ETVALVE a Box / V.1 .'�. - 1111 m •I m -y� \ 7 �
P '
Z I I I PROPOSED WAST=WATER
a .1 .. ... D� ,K 1 I I Ln r_ y I DISPOSAL AREA / \
`.4 0 �0 S. \ U'� 1 POk LL5 POINT INVE5TMENT LLC I I ��/ \ y��� 1011
LOT / BURRl/5 TRACT R
LV ECOMBINATION
� R6 374
zoNE (B \
1x4ti .,.
IT TALL
) . (FOR BUFFER 'A')
Z VV N LARGE TREE J-� _ _ _ _ _ _ _ _ IL _ A - - - - - - - - - Yc
1
\ .1 .......... s�`I BERM SALUTE TYPE "B" BUFFERYARD
PLANTED (TYP.)
GRAPHIC SCALE
\ V 50 G IO 100
D
,
IN FEET )
l T inch = 50 f1L
NOTES:
1. DEVELOPER
VILLAS AT THE POINTE, LLC
821 OCEAN TRAIL, SUITE 4
COROLLA, NC 27927
[phone]
2. ENGINEER
LANDMARK ENGINEERING & ENVIRONMENTAL, PC
P.O. BOX 1190
KITTY HAWK, NC 27949
[phone]
3. SITE ADDRESS: 8??? CARATOCE HIGHWAY
4. PROPOSED
90 UNIT MULTIFAMILY DEVELOPMENT NITH ALLOWED (XIMMERgAL
USES AND ASSOCIATED INFRASTRUCTURE.
5. NFlP ZONE X, SHADED X AND AE 6 AS PER FIRM PANEL 372091137000
6. SITE ZONING GB (MULTIFAMILY OVERLAY DISTRICT)
7.�RE-"ER..+ REFERENCE � 0, 911 PG 0; � �4� PPG PG 9a AND3�i�T 8.1040237, 2M PG.
Z
14-16.
& PIN NUMBER 0125-000-1058-0000
9. SITE AREA 1,003,276 SQ. FT. (23.03 AC.)
10. LOT COVERAGES
PROPOSED ASPHALT - 98.794 SQ. FT.
OD
O
PROPOSED BUILDINGS - 145,124 SQ. FT.
O
PROPOSED CONCRETE - 77,831 SQ. FT.
\
PROPOSED POOL - 1,799 SQ. FT.
N
TOTAL PROPOSED COVERAGE - 323,548 SQ. FT. (32.25%)
O
TOTAL OPEN SPACE - 578.239 SQ. FT. (57.77%)
IT
11. PARKING SCHEDULE
PARKING REQUIREMENT: 2 SPACES FOR MULTIFAMILY UNIT
W
W
PARKING REQUIREMENT: 1 SPACE FOR EVERY 200 SQ FT. OF PROFESSIONAL OFFICES AREA
m
m
GROSS COMMERCIAL BUILDING SQUARE FOOTAGE = 7.680 SQ.FT.
U
U
O
THIS VALUE DIVIDED BY 200 SQ.FT. = 39 SPACES REQUIRED
H
90 MULTI FAMILY UNITS = 180 SPACES REQUIRED
3
d
219 TOTAL SPACES REQUIRED
Np
p
Ix
248 SPACES PROVIDE) - (49,600 SQ. FT.)
U
SHADED AREA REQUIRED = 0.2x49600 = 9920 SQ. FT.
W
W
V)
Lai
PERIMETER SHADING TREES REQUIRED = 9920 SQ.FT./354 SQ.FT. = 28 TREES
CL
a
C3
PERIMETER SHADING TREES PROVIDED = 32 TREES
12. FLOOR AREA RATIO
Q
Q
GROSS TOTAL BUILDING FLOOR AREA = 234,644 SQ.FT.
w
w
PARCEL AREA = 1.000.920 SQ. FT.
to
cn
FLOOR AREA RATIO = 234.644 SQ.FT./1,000,920 SQ.FT. = 0.234E
13. RESIDENTIAL GARBAGE COLLECTION SHALL BE PROVIDED BY INDIVIDUAL ROLL OUT CANS
W
W
PRIOR TO THE RECORDATION OF EACH CONDMINIUM UNIT, THE DEVELOPER SHALL
SUPPLY THE PLANNING DEPT. WITH AN EXECUTED CONTRACT FOR SOLID WASTE DISPOSAL.
STORAGE AREAS FOR THE ROLLING CANS SHALL BE FULLY SCREENED.
Do
00
COMMERCIAL BUILDINGS SHALL UTILIZE DUMPSTRS
M
14. ALL BUILDINGS SHALL BE UNDER 35 FT. IN HEIGHT
W
15. ALL INTERNAL ROAD SHALL BE PRIVATE ROADS
^
0
16. ALL UNITS ARE TO BE THREE BEDROOM UNITS
O
rn
O
17. THERE ARE 9 REWIRED and PROVIDED ADA ACCESSIBLE UNITS
(UNITS - 2-F, 3-F, 4-A, 7-F, 8-A, 9-A, 12-F, 14-A, 15-F)
18. ALL WATER METER BOXES IN PAVEMENT SHALL BE TRAFFIC RATED
1:V
z
LEGEND.
EXISTING PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PARING SURFACE
PROPOSED CONCRETE
PROPOSED WATER MAIN
WM
(SIZES AS NOTED)
••R•FS]D WATER SERVICE W
PROPOSED FIRE HYDRANT ASSEMBLY
(SEE DETAIL SHEET
PROPOSED WATER MAIN GATE VALVE
1(SEE DETAIL SHEETPROPOSED WATER MAIN THRUST BLOCKS
(SEE DETAIL SHEET C5) 'All
PROPOSED SANITARY SEVER MAIN
(SIZES AS NOTED)
.-•.,•ar SANITARYr ,
t SHEET C5)
,
PROPOSED STORM SEWER MAIN
PROPOSED
(SEE DETAIL SHEET 06)
a1 E B
i (SZE AS F ,
PIPE OUTLET PROTECTION
(RIP RAP
SMALL \ , .,, e
n '
S TALL 50% OPAQUE
TENCE (TYP.)
Dry, '• 1 ' ��
,sc� \�a�f�� r�. IOW •
4.
y i M
>✓ K-. CLUB
HOUS
�•�T' �R' Sf. �""F
CATCH BASIN
0,114
POOL
PROPOSED
MONHOLE
PROPOS
PROPOSED n-.`''•• •d SIOML.rwclmT, 'NBPe--(W00DDUMPST
TYPE "B" BUFFERYARD
RANIED BOIM
(TYP.)
((1)) B' GATE VALVE d BOX
(1) Ir RUG
TO FUTURE CONNECTION R
PROPERTY DIED BY
POMELL PONT LLC
GATE VALVE a BOX
FIE HYDRANT ASSEMBLY
Project NI
P07005
Designed By:
VEW
Drawn By:
VEW DSN
Checked By.
VEW
Issued Dote:
03/20/08
SHEET NO. C2nF A 4HFFT'C

VEGETATED
- 0 OW ,
...j 5.0 6.00
.•• tr �
CATCH BASIN
DESCRIPTION
CATCH BASIN "A"
CATCH BASIN "1"
CATCH BASIN "Q"
CATCH BASIN "Y
GRATE = 6.80
GRATE = 6.80
GRATE = 6.80
GRATE = 6.80
INVERT =3.90
INVERT = 4.00
INVERT = 4.20
INVERT = 4.50
SUMP = 3.40
SUMP = 3.50
SUMP = 3.70
SUMP = 3.50
CATCH BASIN "B'
CATCH BASIN "J"
CATCH BASIN "R"
CATCH BASIN "Z"
GRATE = 6.80
GRATE = 6.80
GRATE = 7.0
GRATE = 6.80
INVERT 3.80
INVERT = 3.90
INVERT = 4.55
INVERT = 4.20
SUMP = 3.30
SUMP = 3.40
SUMP = 4.05
SUMP = 3.70
CATCH BASIN "C"
CATCH BASIN "K"
STORM MANHOLE "S"
CATCH BASIN "Z1"
GRATE = 6.80
GRATE = 6.80
RIM = 7.50
GRATE = 6.80
INVERT = 3.70
INVERT = 4.10
INV. IN = 4.50
INVERT = 4.10
SUMP = 3.20
SUMP = 3,60
INV. OUT = 4.50
SUMP = 3.90
SUMP = 4.00
OVERFLOW "D"
CATCH BASAIN "L"
CATCH BASIN "Z2"
GRATE = 6,00
GRATE = 6.80
CATCH BASIN "T"
GRATE = 6.30
INVERT = 4.80
INVERT = 3.80
GRATE = 6.80
INVERT = 3.90
SUMP = 4.80
SUMP = 3.30
INVERT = 4.40
SUMP = 3.40
SUMP = 3.90
CATCH BASIN "Z3"
CATCH BASIN "E"
STORM MANHOLE "M"
GRATE = 6.30
GRATE = 6.80
RIM = 8.00
CATCH BASIN "U"
INVERT = 3.70
INVERT = 4.60
INVERT IN = 3.60
GRATE = 6.80
SUMP = 3.20
SUMP = 3.60
INVERT OUT = 3.60
INVERT = 4.30
SUMP = 3.10
SUMP = 3.80
CATCH BASIN "F"
GRATE = 6.80
CATCH BASIN "N"
CATCH BASIN "V"
INVERT = 4.80
GRATE = 6.80
GRATE = 6.80
SUMP = 3.80
INVERT = 4.30
INVERT = 4.60
SUMP = 3.70
SUMP = 4.10
CATCH BASIN "C
GRATE = 6.80
CATCH BASIN "0"
CATCH BASIN "W
INVERT = 4.80
GRATE = 6.80
GRATE = 6.80
SUMP = 3,80
INVERT = 4.20
INVERT = 4.50
SUMP = 4.10
SUMP = 4,00
CATCH BASIN "H"
GRATE = 6.80
CATCH BASIN "P"
CATCH BASIN "X"
INVERT = 4.70
GRATE = 6.80
GRATE = 6.80
SUMP = 3.70
INVERT = 4.00
INVERT = 4.60
SUMP = 3.50
SUMP = 3.60
IMElM.
EXISTNG PAVEMENT
= 3.50
. P
PROPOSED ASPHALT PAVEMENT
RT - 3.50
•,
PROPOSED CONCRETE PARIGNG SURFACE
'�"�:•^e� �'•:
PROPOSED CONCRETE WALKWAYS
PROPOSED FINSHED SPOT GRADE
V.J
y l
PROPOSED FLASHED GRADE CONTOUR
-1O
OyF
'. \„ '• \
EXISTING GRADE CONTOURS
d
EXISTING SPOT GRADES
X w.a
P 4.
�'-\ �\
PROPOSED DRAINAGE FLOW ARROW
E- - -
�� -�! `• \-� \\\o=- \.\ .
oaPROPOSED SANITARY ANHOLE
nprvwn crWcrr eiu
10
IAA r:,
t4
nA
F.F.E. = 8.5
* 14 _ * y `
PROFESSIONAL
f
OFFICES
ffl/ti
i
.,B
*76f
\
` BUS PAVILION HP
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_,.- •�-c`7,777
7,0
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607
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*669, IN FEET )
*ssi 1 inch = 50 f1" 6.y
*
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Project #
P07005
Designed By:
VEW
Drawn By:
VEW/DSN
Checked By:
VEW
Issued Date:
03/20/O8
SHEET NO.
C3
�OF 6 SHEETS
W
a
c
O
z

NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS LOCATIONS, TYPES,
AND DIMENSIONS OF THE DUSTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
BEFORE YOU DIG I
IIfDNORTH
CALL TOLL FREE
1-800-632-4949
CAROLINA
ONE CALL
Aq4
N.T.S
SOIL
EROSION & SEDIMENTATION CONTROL PLAN NOTES:
SYNTHETIC FILTER FABRIC(TYP)
PERMANENT VEGETATION
TEMPORARY VEGETATION
1.
SOIL EROSION do SEDIMENT CONTROL PLAN NOTES,•
6•
SEEDING DATES: APRIL 1- SEPT 30
SEEDING DATES. OCT. 1 - MARCH 31
a.) PROPOSED AREA TO BE DISTURBED IS 927,383 SF. / 21.29 AC.
SPgCIN
SEW MATURE APftrAD w RAW,
SEW MIXTURE APFLrANON M47ES/ACRE
b.) CONMC70R SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL SOIL EROSION AND
SEDIA/EM
A710N CONTROL MEASURES 1RH000HOUT CONS7RUC770N AND UP UNDL SUCH DARE
/
' S0 Les
RYE GRAIN /� Les
AS PERMANENT VEGETATION IS ESTABLISHED AND VABLE ON THE SITE. CON77NULD MAINTENANCE
COMMON ER UDA 50 LBS
t�
OF PERMANENT VEGETATION SHALL BE THE RESPONSIBILITY OF OWNER
c.) ALL DISTURBED AREAS SHALL HAVE A GROUND COVER PROVIDED (TEMPORARY OR PERMMOM WIMN 21 CALENDAR
GERMAN MILLETr /s L s
/0-10-10 o /oao /e/ACA
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING,: AND A PERMANENT GROUNDCOVER FOR ALL DISTURBED
iOw�'
J
W
FESLYIE 20 LBS
AREAS WITHIN 15 WORKING DAYS OR 90 CALENLAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
\
o
1
o
�
CONSTRUCTION OR DEVELOPMENT. IF SAID ACTWES OCCUR OU77DE APRIL 1 - SEP. 30, TEMPORARY VEGETA77ON
PLANTING
[L
YB-13-13 O s00 is/A(X7E
Arwr RdOo ee/AaaF snalw ANCAae snaur er c�aac wm Asr/wcr,
AUTM OR A MMUN ANCHORING RDL A DISK WIN B'M6 SET AFARLY
SHOULD BE FOLLOWED UNTIL THE NEXT APPROPRL47E PERMANENT SEEDING PERIOD, (APRIL 1- SEP 30),AT
WHICH TIME PERMANENT VEGETATION SHALL 8£ ESTABLISHED ACCORDING 70
.• p •.
'• �'y :
0
o
H
, p
Q JDO
Q
LV
. U 0 V) Lo
-
d
Y' G
-.%,
Of
0AV .,.,.,......�,,,
�"•Innllp••••
STRW'i/r CAN BE USED AS A YI.ECV ANCHORING TOOL. l w lHBStl WAPERA4WENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM k TEMP. SEEDING APPLY 4,007 CRE SMW. AWM MW BY DICA7NG WIN AWNUT, SPEC$ THIS SHEET).
ETTM'n OR A L ALAI ANCID PC TOOL A R X WTH 811K1ET SET AEYQY
N SnVXW LAN E USED AS A AILLM AACwO�W/G TOOL. d.) IF ANY LOCATION
WIND THE P OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION
�/ IN ANY LOCATION ON THE PROJECT SITE; ADDl110NAL SAND OR SILT FENCING SHALL BE N
INSTALLED AS DIRECTED BY ENGINEER OR LOCAL GOVERNING OFFICIAL SO AS TO PREVENT DAMAGE TO
ADJACENT PROPERTY. SEE SAND AND SILT FENCE DETAIL THIS SHEET. rn
GENERAL- e.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED
COMPACTED FILL TRENCH - Tmrt/mr AN7Es saRN ARE cBYvat REmrEAol7AXb E/EOAEACY VD ANRNf A AERBlTAICV Owl [CST E LA TE9EED 7AMOABA 91E sPELi G SY1L ttSB1G MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS SPORMWATM POND LANDSCAMG 11KH IDt EL
( 4" WIDE x 8" DEEP) - r IVIERN77SFAE-
ARE ESTABLISHED d
SILT FENCE DETAIL S/=RY S'ABILMIM ADD LIMON 01NM ROXIIES A CQVU7E IEGEB7A£ CM EWN SKL RI 1ELETIRIE COMER OW DFW RMY A11 f.) COAGVUC77ON SCHEDULE: NOTE EACH SYMBOL DENOTES A THREE (3) PLANT GROUPING �
F LDT MINTIENOM Gw ALM SE9C5 SOL L.CSS ERLW AN OIERW nWe AWACE: A SAWEE LENT• ANN 6 OFTEN SWIDENT ro GWARY ENARGE BYE
SPOM AND 7E LOWER ROW ARE AE7MM 7E AKYE COSTLY REY EOXE MFT AG7AON YEL REP STMNY Las AND MERIN CST aOW AEW 1) OBTAIN PLAN APPROVAL AND 07HER APPLArABLE PERMITS
N.T.S SMOGS S7 W E AIEiRTED AIROMMY AND MWIRR MOF PERIDI ED AS AEMER F MUS AND MM AMOR 71EY M6T E Awn AC E-SEE= 2) FLAG AND/OR ROUGH STAKE WgRK LIMITS Q
AND AILCAED AS SOOV AS P055NE LNUMS ANY E AEEOW UVM AEW ACAWS TAPE MD 3) HOLD PRECONS7RUC1701V CONFERENCE (OWNER, CONTRACTOR, ENGINEER, 0 CLAIIUM JAMNCENSE - SAWGRASS 3
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.
�As LAST E AIMMIA FORUM AUCHI R AIn RFSEMIR) AS PROWILrAS ACE RUBIDUVIDON ANY E AWO ro ANWL1n AND OA67RUC7701 GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START 92 GROUPS 3 PLUGS PER GROl1P, FROM LOCAL SOURCE
�
\ OF CONSTRUCTION ACTIVITIES
SILT FENCE 4) INSTALL SILT AND SAND FENCING 0 LOCA770NS SHOWN ON PLAN A�PERa>Rus HOWELII - FoxruL (~n
89 GEOl1P5, 3 PLUGS PER GROUP, FROM LOCAL SOURCE p
5) COMPLETE CLEARING AND GRUBBING PROCEDURES
6) GRADE SITE ACCORDING 70 PLAN Z i z
7 ALL
,Qg EROSION SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY Q W
AND Af7ER HEAVY RAINFALL EVENIs BY CONIILiCTOR. C0N/R4C70R WILL MAKE NEEDED REPAIRS 9 S(IRPUS AMERICJUNUS -THREE-SQUARE BULLRUSH ¢ � Z
IMMEDIATELY. 88 GROUPS , 3 PLUGS PER GROUP, FROM LOCAL SOURCE
8) FINAL STABILIZATION OF SITE d v 0
9) REMOVAL OF EROSION AND SEDIMENTATION CONTROL MEASURES CEPHALANTHUS
GROINS, 3 SMALL ENTAUUSCONTAIN- PER COMMON
ONBUSH
85 FROM LOCAL SOURCE
s LtMI-TS- OF DISTIJI&BANCE a a
�.
�..
LIE - o a a
W
In (3STORMWATER POND LANDSCAPII�i(i NOTE& w W In
up In
V a - - - _ - _ _ . _ _ - 1. STORMWATER POND PLANTS SHALL BE PLANTED IN ACCORDANCE WITH NCDE&NR STOWWATER BMP MANUAL W
C 1 .. , - " f _ - ` REFER TO CHAPTER 6 AND SECTION 103.7. FOR DETAULS. ce
f R... 'y 2 STOHAS MWATEROCCURRED.
LANDSCAPNG PLANTS BE
BE PLANTED AFTEROPR COMPLETION SEASON
N GENERAL DD O O
•, ' ,' HAS OCCl1flRED. PLANTING SHALL BE DONE DURING APPROPRIATE SEASON AND INSTALLED IN YANNER�R�ENSURE PLANT STABILIZATION
DO aD aD
3. A TWO YEAR REPLACEMENT GUARANTEE ON STORMWATER POND LANDSCAPING SHALL E PROVIDED BY THE LANDSCAPING CONTRACTOR M N
s: heaa \
z,.
i,� �i�„w -• - � pal©
.; 4 xzsxy 1 AL
PDNpUCfQ" �:�� • c _
-
`
-
rb SILT FENCE _�•..� ` ems_ . — — r e / L
.. AL
PR A 9
1'. II1P/Oq ED TEMp •A' r,rBf D
1b�s• .•�, L, SCE ORARY IN E
` \ 11'1 '9i IMIS PAv�JON ( .Ym .� ,xtt �fTAlt SET SRO C 0 F
,
> N ,xn
A
\ t '• AL / PROPOSED
.... u AL IY` / WETLAND {xRl
b
AL / FILL AREA PROFESSI(AiAL ' "xs L
. / (5.930 SQ FT) OFFICES GRAVEL CONSTRUCTION AIL � A eel a, ,7-„
ENTRANCE `.` A` PROPOSED TEMPORARY INLET PROTECTION -
(SEE DETAIL THIS SHEET) I (TYPICAL, SEE DETAIL THIS SHEET) c
'ASH LIMITS OF DISTURBANCE •Td, A
11'�'... .•111 �,P 1 1. ` \ 4',Aa;T P "r'tr r A eE// OA"
TAX MAP 1.24 q x B a
•ate ; 1 1' PAR --a lo5NIP
z', \ SILT FENCE poAf 7 L!5 POINT PIIoFEs51DNu
. m INVE5TMEW' LLc
�aFFICE6
x ' xsr gn r
,�•
zOA'E
4"..
xA
qm
\1 a
'xer ''v
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET � 00
2. DRIVE 5 FOOT STEEL POST 2 FEET INTO THE GROUND SURROUNDING D I I "bdy I c-. I ,�
THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE MLET, \ . X X
•, , A MAMM OF 4 FEET APART -y Q f
3. SURROUND THE POSTS WITH 07E MESH HARDWARE CLOTH. SECURE WASTEWATERRE _.....
THE WIRE MESH TO THE STEEL POSTS AT THE TOP MIDDLE and BOTTOM. \ - • / / \ -....
PLACING A 2 FOOT FLAP OF THE WIRE MESH UNDdR THE GRAVEL FOR DISPOSA i AREA
/ A L�7 4. PLACE CLEAN GRAVEL (NCDOT 05 a #57 STONE) ON A 2.1 SLOPE WITH rIS RECOMMENDED. I �- - I +Th
A HEIGHT OF 16' AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE / '� \ _ - - - - - - / \
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE _ / \
�' ACCUMULATED SEDNENT, AND ESTABLISH FINAL GRADING ELEVATIONS
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUND COVER.
a^,
19 GAUGE HARDWARE CLOTH \ F\.all v ` 19 GAUGE HARDWARE CLOTH a ', I I I /
(1/4 MESH OPENING)
.. (1/4 MESH OPENING) NCD07 15 OR57
.........:.
WASHED STONE
f% V
FINISHED
- , FT.1 GRADE
TOPOP E ASPHALT
A
\ 24' O GRADE
/ 1 1
INLET GRATE
< FILTERED WATER CULVERT
NCD07 f5 OR /57
WASHED STONE CONCRETE INLET BOX
(SEE DETAIL SHEET C09)
SILT BARRIER FENCE FOR INLET PROTECTION
N.T.S
f A..
GRAPHIC SCALE
6O 0 60 120
( IN FEET )
I inch = 60 It
FOREBAY
-
EXISTING PAVEMENT
/
Ill.,._ `r,.• ••1.1Sil ASPHALT PAVEMENT
PROPOSED CONCRETE PARKING SURFACE
PROPOSED CONCRETE WALKWAYS
PROPOSED FINSHED SPOT GRADE
W.2` ' ... 1•.1 `il ` AI F' P «I 1 1 Ali
EXISTING GRADE CONTOURS
EXISTING SPOT GRADES x 10-0
PROPOSED DRNNAGE FLOW ARROW <----
PROPOSED SANITARY SENIER MANHOLE
©PROPOSED
STORM SEWER MAIN
PROPOSED CURB INLETPROPOSED
SILT FENCE
. .� DISTURBANCE
LIMITS OF DISTURBANCE
AL
n=ftl
6•j7
Project if
P07005
Designed By:
VIEW
Drown By:
VEW/DSN
Checked By:
VIEW
Issued Date:
03/20/08
SHEET N0.
OF 6 SHEETS
Z
O
CL
C
U
c
W
Q
0
0
Z

CA' 'VAN ACCESSIBLE' SIGN
v"I ' SIGN: R7-8 OR R7-8A
GREEN - BORDER AND LEGEND
�1fp WHITE - BACKGROUND
r BLUE - IN ACCORDANCE W/
- A
DA STANDARDS
SIGN: Il
�tuTM GREEN - BORDER AND LE(;END
WHITE - BACKGROUND
rc�
0
Na
a QQ.I
X l- RADIUS GONG. TOP
2500 PSI CONCRETE
y..
HANDI-CAP SIGN DETAIL
N.T.S.
CURB LIN� 1'-3" RAD.
6"
l'-0" RAD.
'�I FlNI!
fl�_
-�
N
aD
PVC SCREW CAP
6' CONCRETE
AND ADAPTER
RIBBON
6.
-
3-�
3/8" TO 1" CIA
-WASHED STONE
PVC PIPE LENGTH
AND SIZE TO SUIT
`\
45'BEND
IENGTH &SIZE TO SUIT
SEWER
CLEAN -OUT
WITHIN LANDSCAPE
AREAS
N.T.S.
CAST IRON INSPECTION BOX
RICHARD FOUNDARY NO. L-1020
OR EQUAL MATCH RIM ELEV. WITH PROPOSED
/ FINAL PAVEMENT GRADE
PROPOSED ASPHALT
NlllllllllllllN
IRON SCREW CAP
AND ADAPTER 8" BLOCK OR
Z - 2500 P.S.I CONCRETE
�f
: PIPE TO BE FREE OF BLOCK
0 N
NUIL: 1
CLEANOUT MUST BE FREE OF
ANY WEIGHT TRANSMITTED BY
THE INSPECTION BOX
WYE BRANCH
PAVEMENT
SIZE TO SUIT
\
TO TANK
4" LAYER OF .. Y4•
CRUSHED STONE r
3000 PSI FlBERMESH CONCRETE
USE IN FRONT OF ALL MULTIFAMILY UNITS
WITH TRANSITION TO C&G AT INLETS
STANDARD ROLLED CURB
N.TS.
1/2" RADIUS
3" RADIUS C TOP OF ASPHALT
10 •' �` 1/8" RAD. \ .02 SLOPE
' .02 SLOPE
�- :2" I-2250
8" ABC S
0
1/2" RADIUS
2'-0" CATCHWG CURB and GUTTER
REF. NCDOT STD. 846.01
3" RADIUS
TOP OF ASPHALT
.01 SLOPE �1/8' R
.02 SLOPE
• - ,. 8 8 8' ABC 8.SLOP
2'-0" "SPILLWAY" CURB and GUTTER
REF. NCDOT STD. 846.01
ASPHALT SECTION
N.T.S.
14
STRAIGHT ARROW RIGHT OR LEFT TURN ARROW
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE N COLOR
PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEIERTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS, UNLESS APPROVED BY THE ENGINEER.
-ALL SYMBOLS SHALL CONFORM TO THE FHWA 'STANDARD ALPHABETS
FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS' REFER TO SHEET 4
THRU 7). SYMBOL DIMENSIONS MAY VARY ALONG MANUFACTURERS,
THEREFORE AUGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REWIRED TO BE APPROVED BY THE DEPARTMENT.
PAVEMENT MARKING- ARROW SYMBOLS
N.T.S.
6' to 8 WIDE
FROM BACK OF CURB
4" CONCRETE 3,000 PSI
._ SLQPE'T64" PER FOOT i.. o a-..
i\//\//\\//�/
TYPICAL SIDEWALK SECTION
3/8" TO 1' DIA
-WASHED STONE (6" LAYER)
PVC PIPE LENGTH
\ AND SIZE TO SUIT
45' BEND
-_PVC LENGTH & SIZE 70 SUIT
FROM USE
- 6" SCH 40 PVC
PAVEMENT SEWER CLEAN -OUT
N.T.S.
MANHOLE FRAME AND COVER
EAST JORDON IRON WORKS MODEL V-1384
WITH 'SANITARY SEVER' IMPRINTED ON LID
WATERTIGHT INSERT r GAS RELIEF
TYPE N MASONRY RING GASKET
MORTAR
2" MIN, THICK R/F 2"
CONCRETE GRADE RINGS
8' 24' 8'
Ill MAX.
N _
W STANDARD ECCENTRIC CONE
Yi+
G
GROUT
�1
SECTION B
MANHOLE BENCH AND CHANNEL
1
I/ STEPS17
A
C
I/ STEPS FLEXIBLE BUTYL RESIN SEALANT C 3
�/�GROUT SEE PIPE OPENING AND
IT CONNECTION DETAILS
6'
STUBS
2'-0"
> (ALL PIPE OPENINGS TO BE i
BOOTED PIPE OPENINGS
UNLESS OTHERWISE NOTED)
(7�ALLL MADED NHOLES)
SLAB
AF
HOLES
EXTENDED BASE SLAB,
(TYP ALL MANHOLES) 6" GRAVEL BED
SECTION A
STANDARD PRECAST CONCRETE MANHOLE
NO SCALE
w
STEAMER NOZZLE rc 7
FACE TO STREET HYDRANT ASSEMBLY
HYDRANT SHALL BE
M & H 129 TRAFFIC MODEL, 5-1/4' VALVE
OPENING IN ACCORDANCE WITH WRRffUCK
COUNTY WATER DEPARTMENT
SPECFICATIONS (No EXCEPIIONSI
YWIYIIIYb Jl.l1LWL.L N
I
SPECIFlEO BY WRRTTUCK
4" PVC PIPE SLEEVE COUNTY WATER DEFT.
(\/`.I'I✓�./j
TOP Ell BELOW
BOTTOM OF CAP
3" THICK PRECAST
CONCRETE COLLAR a0
I
1
XISTING GROUND
6" ELECTROPLATED
,
F :7:
RESILIENT WEDGE CATE
VALVE & BOX
o
z
mo
6' THRU 12"
1u
o
WATER MAIN
R
THRUST K --
_=_ -
6" D.I.P.
^ a .
.
n.'
o -
a
- 3 SQ. FT. MIN. AREA
UNLESS OTHER
WISE DIRECTED
6"x6"x6" MECHANICAL JOINT
-ROMAC' GRIP FLAT CONCRETE BLOCK
HYDRANT TEE W/ ROMAC
RINGS ON EACH
GRIP RING
FITTING
TYPICAL FIRE HYDRANT ASSEMBLY
FIRE HYDRANT SHALL COMPLY IN ALL RESPECTS WITH AWWA
STANDARD C-502, LATEST REVISION AND WITH CURRITUCK COUNTY
WATER DEPARTMENT SPECIFICATIONS.
OLYETHYLENE SHEET
)RAIN HOLE
KEEP CONCRETE
CLEAR OF THE WEEP
HOLE AND ALL BOLTS
1/3 C.Y. NO. 67
WASHED STONE
AROUND WEEP HOLE
3,000 P.S.I.
CONCRETE
4 SO. FT. MIN.
i
AREA AGAINST
UNDISTURBED SOIL
(2.000 PSF SOIL)
ROAD BORING DETAIL
N.T.S.
- KEEP AUGER CONFINED IN CASING PIPE WHILE BORING
- WELL POINTS SHALL BE USED TO KEEP EXCAVATION AND
CASING PIPE DRY DURING CONSTRUCTION.
0 � R/W LINE RR BOX
waa VALVE BOX I SPECIFICATIONS
4
GN WITH DONUT
METER BY OWNERS FlNI.
2" POLYETHYLENE TUBING
,• .o.:p".e � SERVICE UN
ALL JOINTS TO BE MECHANICAL JOINTS
FIRE HYDRANT NOTES
1) FIRE HYDRANTS SHALL BE INSTALLED AT THE
EDGE OF THE N.C.D.O.T. RIGHT-OF-WAY.
THE DISTANCE FROM THE WATER MAIN TO THE
FIRE HYDRANT MAY VARY. THE CONTRACTORS DID
PRICE FOR THE FIRE HYDRANT ASSEMBLIES SHALL
INCLUDE THE COST FOR THE VARYING FIRE
HYDRANT LEG LENGTH.
2) COST TO INSTALL THE FIRE HYDRANT TO
GRADE SHALL BE PAID BY THE CONTRACTOR.
s/sRaos
I TO PROVIDE 1" MIN,
LANCE BETWEEN BELL
CASING.
MIN. • U--•':O' .� -•':0-.- O� (BY LOT OWNER)
EARpv v 2' CLEAR
..e."p..o..0-....
...,.-..1,.--•.U.-!•. 7....u�^�Oro^� CONTRACTOR TO VERIFY SERVICE LINE SIZE, TO INSURE ADEUTE WATER CAPACITY FOR
..0..o..a..o.b..o.b..o.---ppp�����.o.y.o..0..0..0..0..0..�• SHUT OFF
MAIN--o.:p-.e. p..e. p-.e. n•.e. n•p i1..e. /Y•e. n•.a. n BALL VALVE INTENDED USE. WITH BUILDING CONTRAC70f�•POR TO INSGtU1KDN
L /
TAMPED BACKFILL CURB STOP
SERVICE CLAMP NOTE:
FORD 202H CONTRACTOR TO CONSULT WITH CURRTTUCK COUNTY WATER DEPARTMENT
BRASS SADDLE AWWA PRIOR 70 ORDERING METER BOX AND SHUT OFF BALL VALVE
THREADS
� p 1�� �ill
N07E:
CONTRACTOR TO CONSULT WITH CURRITUCK COUNTY WATER DEPARTMENT
PRIOR TO ORDERING METER BOX , SADDLE TAP, CORPORATION STOP,
AND CURB STOP 70 MAKE SURE THEY MEET THOR REQUIREMENTS.
SIZE
s s
UNDISIVIIIIIED EARN J TEE WITH PWG
CONCRETE THRUST BLOCK
PIPE SIZE
FITTING
L FT.
H FT.
T FT.
2 - 3 - 4
TEE OR BLOCK
2.0
1.0
1.0
2 - 3 - 4
90
2.0
1.5
1.0
2 - 3 - 4
45
1.5
1.0
1.0
2- 3- 4
22 1 2
1.0
1.0
1.0
6
TEE OR BLOCK
2.0
2.0
1.0
6
90
3.0
2.0
1.5
6
45
2.0
1.5
1.0
6
22 1 2
1.5
1.0
1.0
NOTE:
THIS TABLE BASED ON WATER PRESSURE 150 PSI
SOIL BRG. 1500 //SO. FT. TO 2000 f/SO. FT.
UNDWFURBM El gES
='IPSE
MENSION'H"
HEIGHTTRPENDICULAR TO VIEW
PIPE SIZE
ROD SIZE
4" THRU 8"
;4
6" REDUCED PRESSURE DETECTOR
W WATTS SERIES 909 RPDA
?!> APPROVED EQUAL �a t
k� ktl
3g CHECK ASSEMBLY CHECK AS 3 8
70 BLDG.
0 0
6" C-900
Neu-
tY DP O O
PVC
PLAN VIEW
N.T.S.
SECTION
ETECTOR
NO SCALE
FLOW
FROMSUPPLY
6' C-900
Project /
P07005
Designed By:
VEIN
Drawn By:
VEW/DSN
Checked By:
VIEW
Issued Date:
03/24/08
SHEET NO.
C5

r"ioo uu rT roe�r PROPOSED CURB INLET CATCH BASINS
EMERGENCY OVERFLOW GRATE
ELEVATION 6.0'
PROPOSED GRADE
SEED AS PER THE GENERAL
SEEDING SPECIFICATION
VEGETATED
FILTER'
SA g56
ASSS WA
11G MA TAR
•
PLAN
IERGENCY VERFLOW GRATE
EVATION 6.0'
OVERFLOW OPENING
ELEVATION 4.50'
PROPOSED RIP RAP
ENERGY DISSIPATER
OVERFLOW OPENING
ELEVATION 5.00'
DRAWDOWN ORIFICE
INVERT ELEVATION 3.50'
EMBEDED PVC PIPE TO
SUPPORT DRAWDOWN ORIFICE
W
N
Zj
0
p�U
OVERFLOW OPENING
ELEVATION 5.00'
DRAWDOWN ORIFICE
f— INVERT ELEVATION 3.50'
i :31 1
=_I
SEED AS PER THE GENERAL
SEEDING SPECIFICATION
PROPOSED GRADE
CLASS A NCDOT
EROSION CONTROL STONE
6'LX 2.5'W X 1.0"T
FLARED END SECTION
INVERT g
a
• ELEVATIONS VARY (SEE
THIS SHEET ELEVATION INFORMATION)
PLAN MW
FLARED END SECTION
BOTTOM OF BASIN RIPRAP APRON
FILTER
EMERGENCY OVERFLOW GRATE
�ELEVA71ON 6.0'
OVERFLOW OPENING
�ELEVATION 5.00'
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OVERFLOW OPENING
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SECTION Y-Y
EXPANSION JOINT
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ELEVATION
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HEIGHT OF BOXES VARY
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MINIMUM DIMENSIONS AND
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Project I
P07005
Designed By:
VIEW
Drawn By:
VEW SN
Checked By:
VIEW
Issued Date:
03/20/08
SHEET NO.
C6