SW7060719_APPROVED PLANS_20070308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW l*O l
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Gov IOD�i
YYYYMMDD

DRIVEWAY/GROUND ELEV. (VARIES)
4' DNA. STORMDRAIN
MANHOLE MH-31
STANDARD YARD INLET, BOLTED
BOLTED TOP OF GRATE V / // /\
APPROX. ELEV. 2A OS-30
DRAIN'AWA y/ IN AWAY
FROM IN jj
34-LF 12' CONIC. PIPE 00.50% 40-LF 12" CONIC.
SEE LANDSCAPE PLAN
SHEET C-06 FOR
PLANTING SCHEDULE OF
S
OUTLET STRUCTURE - SEE DETAIL SHEET D-02
VEGETATIVE SHELF
CREST ELEV. = 3.80
AND 2" DIA. DRAWDOWN ORIFICE
(ORIFICE INV. ELEV. = 3.0) WITH
TURNDOWN
=
OS-32
, NORMAL POOL ELEV. 3.0
ELEV.=
N/F
DIOCESE OF EAST CAROLINA
ALL SAINTS EPISCOPAL CHURCH
D.B. 1066, PG. 214
ZONE RS-1
' 1 •���\��\'�\'/.\'/vi vi v,.. .. ., avRvi vcvi vi vav c., ,.. ..... .•, .vrcVlv•-
\ \r =
/�^r r INVERT ELEV. , \/\\\\\%y\ %'\�'%'\\%�'� JB 34 \ \ \ \/r/\//`• \ �\ ivi\`ri r� /�i\yi\ r\`i\`ri r \\i/\\i \ \ \\r \ \ \\ =1a•
I SECTION A -A r \r�\ \\'Tr\��' ��\\ '�i\\ri\\i\/�\ \ /\�/ �\\r/ \\ \\/�\/�\r\\ \\ \\�\ \/\r\r%\ri /�/ /�/�\%/ / ,` � RIM = 7.50 k�
��il>//�. <\ i\\��.\r'r�\\'�\\ \ \\'r/yi�rfir/fir \rr�r / / / /���r,\ k, La=1 n INV. IN = 2.29 a>
no INV.
w9t WREE s1RMCfUiE MNL I 2s
1509, Pis. 264 '
1 �������� �, \�� � , �� ���������r � INV. OUT = 2.29
�0 '� FES 33 x
VARIES li SECTION C-C s k
> INV 2.07 --.�3� " 33s
10' MIN. SEE LANDSCAPE PLAN SHEEP C-06 / TEMPORARY DRAwDOWN STRUCTURE DETAIL _ x xr�es k �l
BIKE PATH xt5 z .g X_ . HW 36
\\ 1 TOP OF WALL FOR PLANTING SCHEDULE OF , 4 j' xi 4,07 INV. 2.49
ELEV 5.0 VEGETATIVE SHELF VARIES 'o x -
P
xROPOSED
i OADER k}4a k$ F.<sF3_C
.HEAQWALL x 4.42
NORMAL POOL ELEV. 3.0 / / / / LEVELS
N 0 0 ' _.: ?1fz71 _ , go 104.13'
-
\ - -
\y/\/\//\//\/`/'\/r\y/ \ \ \\ \ \\ \ \ \ BUILDING CONIC. SIDEWALK G' 25.76' - - - AZT_
ELEv. _ -2.0 / \ \ r�r�i\\�i\\ \\ \\ \\ \ \ \ _
\ \ \ \ \/\ \'�\'�/\�/\\//�/\/ // �/�// //\//\//\// / EXPANSION JOINT X a.o / 2 0 0 43% 9-AD.4$ .43 ` SD
\ \i\i\i\\i\�i\\i'�\\\ \ \ \ \ t�N
W DTH (MIN.)/Y\Y�\j'\/\\%%`v/\\%/\\\� \�\�/\�///�j\/ 1.OX SEE STRUCTURAL iz - I /1M w % i2
t END
�/�/ / / PARKING DEC 6.05 MIN. 5 90 6.37 'r / k 50' BUFFER ! lt'E CNb: 29" (NEf = 2.881
\`/ \` \ \ \ i \ RETAINING WALL 3 X 3jc 1NV'20"= 2.8, INV. 29# (SW) = 28y't ~ \
GEOBLOCK FIRE MATCH - r-s o �' . 3s, f
/ 2.0% ACCESS LANE EXISTING
i SECTION B-B vi/\`i/ \ \ \/\ \/�\��\\�/�\�/\ 3.43 VARIES IN. 1 �C
nj
vora t�Loss sEcrpn oETAu /`�/i\\/\\/\ / �/i�`i r \ / �// \\/` , I j %� L ° 4.0 1
/�� r\ \\ /\\`/�' ? I k I PROPOSED ' I3 v x 4
DITCH 16 /
i UNUSABLE AREA�zACRES SECTION D-D I x FIT I25 s=0.0041,FT/FT ,
d I �''' CENTER.' k
I INV.= 2)B9 e r'
1
GINGUITE I `l� 4 s / P)70POSEID ff
- - slDEwurrc RErnu� wnu DETAIL SWALE 7
> -___------------ --ivv ��',,
60BW8215'S7„E19114=15HOPE'48" EN 6552
MATCH
TEMPORARY SILT FENCE e,• w 0 43% \ 0 /
r - JOSAM FLOOR DRAIN ASS LIMITS OF DISTURBANCE "� __ GRADE 4.92 i -x- f `~ f 9;
s3. 6 „ �� �� N 703427" E N 703106' E `� \ " - 700�'30 W f f
- _�_r.
SERIES 37800-12 x2$s �_ .:=__ _,- -_ k34$ � � - � -------'--- --'f � ' '- -- 5.55 � 44; �
k OR APPROVED EQUAL_ - - -� _ �- _ - _ _ - _ _ _ - - - - 6.39 N F
C 274 k - -7 - - - - - 3.42 \.6.25L HW 35 3 > / f ;� ----
MATCH GRADE __ 5.85 TW 6.21 TW jt k k2,gg � 6 . 9' 6.05 INV. 2.$1 " SOU RN SHORESL
3.3f BW 3.87 BW os I °i L 6 1 LANDlN6 RETAINING WALL TR4tNSISTION f'
30' CAMA=SETBACIZ�`` x3,, OM CUT TO FILV
i 4 D DI 20 i 3.40 ��rn 6. 3$t �kPOSED CbNC� ZONE Cr I `v J
OS 30� 5 5.35 = 5.7 3.8i - �- - - - - RIM = 5.82 ¢.0 H ADWALL l
6.25 TW 0.0 WIDE x 6.1 TW
x 5.95 6.38 TW ORASS / GEOBLOCK a, ,
3.27 BW i 6.50 !/
23 EMERGENCY VEHICLE v. rrFUANC J. 4 BW
.00
RETAINING WALL ^ C.O. 14A 6• 6.32 nv. E.49 TW
h 3.48 BW
TW ACCESS ONLY `• 1�35AL'z7 593 {t, DITCH, 1A /f \
3.52 W/FENCE (TYP.) "' RIM = 5.75 487 t 3.36 BW. 324 8W -- _ \' \
S TW i256 k?st 5.95 347 BW 3.41 BW ® \J• w 5.$2 x P v k lOPO S=0 t5028fFT/FT
2.48
2.88 BW
4.00 TNT
3 p0 BW
6.55 TW 5.82. 6.55 TW 3.60 ° &31 L
3.96 6.Q5 6.05 .: ; .. 3.60 SCALE j
3.87 5.96 ... 3.55 BW81 k2s z�
5.70 JOSAM FLOOR DRAIN DI 17 D g" " $6. 8 TW 1 j
5.98 JG SERIES, '21DO- 9" RIM = 5.82 507.71' b DI 6•.., PVC,' 6.26 4.00 SW X, x \\ f
RIM =5.19 °os,
5.88 # Q OR APPROVED EQUAL. v k2'7s _ 76 ' CB 5
k P
u 0Ii �V.- 3.00
Q m 5.70 00 5.70 DI 19 JOSAM FLO DRAT 5.82 x '- _ \ 5.` 3 x4 RETAIIWAIC
43ks 6.#1J DI 14 x;03 '' - - -\ RIM = 5.19 SERIES 32100=9"_ ; ° \ x ALL (TYP.) e ` Jf �JN?ram
99 c� -s0 RIM = 5.19 11 DI 16 ; ' U. 4_
a - RIM = 5.19, (PARKING AREA) OR APPROVED EQUAL. \ ^ / 6.24 nV
/
5..00 Bw X47z 7 %J
- - F.F.E. = 6.05 35 7 f
Dq k 0 o x4' $ f� TEMPfl�ARY S11T FENCE
53 �
&67 550.50'
6.55 TW ` f cr - PERPt TUAL.
5
e r l' / •�
J
.�17 .• 75 BW � v.,✓ h'f�!/.r r! ! EA<SLfENT
yy it 9 STa�� FOR SEWAGE
,PRO 0 ED OUTLET
WEIR SEE SECTION
A -A OR DETAILS)
J
PERMANENT 'IRA I,
(L IxogC TRY 450 0R Ip
OS 32 � k3.Tt ~ 7�
APPROVED SUBSTITUTE) s - _
HIGH VOL TA GE 1 `+� f 4 - -
POWER POLE 3 5 DIA I
-2 F S_2
\ - 5.00 TW
ON CONIC BASE ` O k4 B
-2. _
S.00 TW 708.95 ( '.
�5.00�TW _2.00 BW jl 8.50
_ 4. B .00 w
WOOD RAMP TO
i
t� Off
GENERAL NOTES:
1. EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF BMP PONDS
ARE TO BE RELOCATED. CONTRACTOR SHALL COORDINATE
W/APPROPRIATE UTILITIES.
2. DISTURBED AREA = 219,979 SF OR 5.050 AC.
3. THE CONTRACTOR SHALL OBTAIN STRUCTURAL FILL OR DISPOSE OF
WASTE MATERIAL AT A PERMITTED SITE.
4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTENENCE OF THE
EROSION CONTROL DEVICES.
5. FINISHED GRADE CONTOURS ARE NOT SHOWN IN DRIVE AND
PARKING AREAS FOR CLARITY. SEE SPOT GRADE ELEVATIONS
AND FLOW DIRECTION ARROWS FOR GRADING INFORMATION.
&49 &10
J7- L/
> �( .PEATUFNT
x� 99
5.50
43,471 aF
o/
d `~yf76s
j 0l1��%
lw IF,
FES
_ \
-
rta cy-z
- -_
BMP POND FES 15 `FES 2
- - - -
-- - - - - 5.00 TW 5.00 TW _ - 5.00 _
- - - -�
- - -
- .-
5.00 TW 5.00 TW 5.00 TW
-2.00 BW -200 W
-Z.00 BW
-206 BIB -�
_2.00 BW _- - 00 BW----�- -
-- .
- - - _ _
--�'- of
R€TAIAIING 4YALL {73P f - - - -
- - - - _
- -
- - -
B�K .- ?r
^-- r-- �--- - k -
r 10.37 10.07
GUARD RAIL MATCH GRADE CONSTRUCTION ENTRANCE
6. ALL LANDSCAPE AND LAWN AREAS TO DRAIN AWAY FROM BUILDING
AT A MINIMUM 2% SLOPE,
7. ALL CATCH BASIN STRUCTURES (CB#) SHALL BE INSTALLED IN
ACCORDANCE WITH NCDOT STANDARD. NO. 840.02. SEE STORM
DRAINAGE CHART FOR PIPE INVERTS AT STRUCTURES. CONTRACTOR
SHALL USE TYPE E GRATE IN SAG CONDITIONS.
8. ALL FLARED END SECTIONS (FES#) SHALL BE CONCRETE AND
INSTALLED IN ACCORDANCE WITH NCDOT STANDARD NO. 310.01.
9. ALL JUNCTION BOX (JB#) SHALL BE INSTALLED IN ACCORDANCE
WITH NCDOT STANDARD NO. 840.52, 4' DIAMETER MANHOLE,
ECCENTRIC CONE W/ MANHOLE RING AND COVER.
SEAL
C ISSUED FOR REVIEW, 5TN SUBMITTAL RESPONSE TO DW0 COMMENTS B REVISED BLMDNG FOOTPRINT 11-16-66
A I 1st SITE PLAN SUBMITTAL _ _ 10-20-M
SEAL
,mile,,..
..CA...
ESSYO •�y
025896
M. wiot'I
II V4+�var "Zoo7
10. ALL "L" SHAPED STRUCTURES SHALL BE CONCTRUCTED IN ACCORDANCE
WITH NCDOT STANDARD NO. 838.05. REFER TO PLAN FOR ORIENTATION
OF SHORT AND LONG LEGS OF ENDWALL. ADJUST CONSTRUCTION OF
ENDWALL ACCORDINGLY.
11. ALL STORM DRAINAGE PIPE SHALL BE CLASS III RCP EXCEPT AS
OTHERWISE NOTED.
12. SEE SHEET D-02 FOR STORM SEWER COMPUTATION SHEET.
13. 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 THE COMPLETION OF
CONSTRUCTION OR DEVELOPMENT.
�380 Cleveland Place
Virginia Beach, Virginia 23462
Phone: [phone], Fax: [phone]
AA0002567 EBOOOM91
www.mckimcreed.com
REPUBLIC COVE PARTNERS LLC
10340 Democracy Lane, Suite 101
Fairfax, VA 22030
REPUBLIC
I E;..' PfS0A FR i I'":S ( 4f1'LPO LTA IO
N_702038 E
III 9276' f
�I ~
i
l � "
I/ �I\ i
FES 2 1 t= - -
ASP}IAL T L . 8.'KE PA 774
MATCH GRADE
APPRuV D
I, -AR NAEN1V;RONMENFAL
MANA MENT COMMISSION
Fs+YsS1 t tY WATER QUALITY
BEFORE YOU DIG I
CALL TOLL FREE
WRH 48hr N017CE
Nu 1-800-632-4949
NC ONE CALL CENTER
The Cove at Southern Shores
Southern Shores North Carolina
Grading, Drainage & Erosion Control Plad
RF
C
It"WO,'WARC
30' 0 30' 60'
SCALE: 1"=30' (Horiz.)
DATE:
20 DEC 04
MICE PROD. #
4004-0001
DRAWN
DWH
DESIGNED
DWH
CHECKED
JMM
PROJ. MGR.
JMM
SCALE
A1AC FILE NUMBER
04004
HORIZONTAL:
DRAWING NUMBER
1. = 30,
VERTICAL:
C-03
NA
STATUS: Issued for Review R C
1,IIi6,�1 ��',,

V
I
350,00,
— ---- — -----
_ N 6656'17_ E
I
1
I
I
I
\ I
WOOL' RAMP TO SR,'DGE
cs_c N81SB"1TE
130.00,
POND(S) VEGETATIVE 6:1 SHELF
PLANTING SCHEDULE
ZONE 1 / 0" - 6" DEPTH
COMMON NAME
BOTANICAL NAME
TOTAL
SIZE
SPACING
Arrow Arum
Sagittaria lafifoha
366
211 peat pot
3' o.c. stagger / alternate in 3-5 plantings per grouping
Pickerel Weed
Pontederia cordata
366
211 peat pot
3' o.c. stagger / alternate in 3-5 plantings per grouping
Lizard's Tail
Saururus cemuus
366
211 peat pot
3' o.c. stagger / alternate in 3-5 plantings per grouping
ZONE 2 / 6" -1' DEPTH
COMMON NAME
BOTANICAL NAME
TOTAL
SIZE
SPACING
Sweet Flag
Acorus calamus
672
211peat pot
T o.c. stagger / alternate in 7-9 plantings per grouping
Three -Square Bulrush
Scirpus pungens
672
1.211 peat pot
T o.c. stagger / alternate in 7-9 plantings per grouping
LAWN I L-
6:1 VEGETATIVE
SHELF AREA
ILI,
I 1111i
FFFFImiffiml
I
ASAH,ALT WALK BIKE PA"
-"
/UO. JJ
C
ISSIIED FOR REVIEW, 5TH SUBMITTAL, RESPONSE TO D*Q CDMMDM
1-11-07
R
REVISED PRN BUILDING F007T
it-16-OB
A
Tat 97E PLAN SUBMITTAL
10-20-M
REV.NO.
DESCRPTIONS
DATE
REVISIONS
LAWN LAWN
—2
BMP POND
LAWN
440 VIKing UFIVe, ,UILe IUU
Virginia Beach, Virginia 23452
Phone: [phone], Fax: [phone]
AA0002667 EBOOOS691
www.mckimcreed.com
N
D.B. 1509, PG. 264
20' LANDSCAPE
BUFFER
N 70173'30' E _
25.76'
3
LAWN
��
6:1 VEGETATIVE
SHELF AREA
ASPHALT WALK
U.S. HIGHWAY 158
(180' R/W)
hl )vo.
REPUBLIC COVE PARTNERS LLC
1280 Maryland Avenue, SW, Suite 280
Washington, D.C. 20024
RPFRTIFSEPUBLI0RATIONC g
LAWN
V
B;KL "1" rtt'(
N/F
DIOCESE OF EAST CAROLINA
ALL SAINTS EPISCOPAL CHURCH
D.B. 1066, PG. 214
ZONE RS-1
13 AH 10' OC
-(STAGGER)
—
216.21' 104.13'
13 WM 10' OC f 1
(STAGGER)
PROPOSED
FIT
CENTER I C1
60.92' !
S 70'03'30" W
NSF
SOUTHERN SHORES L \f
1 \ ` LANDING
N
f F
ZONE C
j'
!f;
e
PEF?' EF `UAL
EASEMENT
t
j � ACCESS EASEMENT FOR SEWAGE r l !� � l NEA, TUENT
N_7070'38" E
92.76' f
PLANT LIST
LAWN
��
6:1 VEGETATIVE
SHELF AREA
ASPHALT WALK
U.S. HIGHWAY 158
(180' R/W)
hl )vo.
REPUBLIC COVE PARTNERS LLC
1280 Maryland Avenue, SW, Suite 280
Washington, D.C. 20024
RPFRTIFSEPUBLI0RATIONC g
LAWN
V
B;KL "1" rtt'(
N/F
DIOCESE OF EAST CAROLINA
ALL SAINTS EPISCOPAL CHURCH
D.B. 1066, PG. 214
ZONE RS-1
13 AH 10' OC
-(STAGGER)
—
216.21' 104.13'
13 WM 10' OC f 1
(STAGGER)
PROPOSED
FIT
CENTER I C1
60.92' !
S 70'03'30" W
NSF
SOUTHERN SHORES L \f
1 \ ` LANDING
N
f F
ZONE C
j'
!f;
e
PEF?' EF `UAL
EASEMENT
t
j � ACCESS EASEMENT FOR SEWAGE r l !� � l NEA, TUENT
N_7070'38" E
92.76' f
PLANT LIST
AH
AMERICAN HOLLY
(ILEX OPACA)
5' HT AT PLANTING
WM
WAX MYRTLE
(MYRICA CERIFERA)
5' HT AT PLANTING
WAVY LEAF LIGUSTRUM
WLL*
(LIGUSTRUM JAPONICUM
5- HT AT PLANTING
RECURVIFODUM)
YELLOW TIP LIGUSTRUM
Yn'
(LIGUSTRUM JAPONICUM
5' HT AT PLANTING
'AUREO—MARGINATUM')
• SHRUBS TO BE MAINTAINED AT 10' MAXIMUM HEIGHT
The Cove at Southern Shores
Southern Shores North Carolina
Landscape Plan
0
BEFORE YOU DIG I
CALL TOLL FREE
WnH 48hr NOTICE
I-800-632-4949
30' 0 30' 60'
Immmmm
SCALE: 1"=30' (Horiz.)
DATE:
20 DEC 04
MCE PROJ. M
4004-0001
DRAWN
DWH
DESIGNED
DWH
CHECKED
JMM
PROJ. MGR.
JMM
SCALE Mac FILE NUMBER
04004
HORIZONTAL: DRAWNG NUMBER
1- = 30'
VERTICAL: C-06
NA
ATUS: Issued for Review

H.C. PARKING SIGN
FACE OF CURB OR BLDG.
FACE OF CURB OR BLDG. _
SEE DETAIL
EDGE LINE 1V SKIP LINES
4" YELLOW OR WHITE
YELLOW OR WHITE
EDGE OF
TURN LANE LINE 10, 30,
4"
BLUE ON H.C.
WHITE 4 '
PAVEMENT
STALL SIDE
WHITE
CENTER UNE
4
YELLOW T
2' MINI -SKIP LINES
O
(-N 4" WHITE
O
N
YELLOW OR WHITE
GORE LINE ������
STRIPES
—. ,.
,.,,.,... B., 14
4 'J4
WHITE
WHITE,;,,.
®l4„
—t—
13'
DIAGONAL LINE
BLUE ON H.C.
e"
YELLOW OR WHITE
10'
10' 10—STALL
SIDE
STOP OR TRANSVERSE BAR
SEE PLAN
DOUBLE CENTER LINE�F
HANDICAPPED
YELLOW 3
WHITE
TYPICAL PARKING STALL
PARKING STALL
CROSSWALK LINE
NOT TO SCALE
NOT TO SCALE
STRIPING DETAIL
NOT TO SCALE
2" TYPE 1-2 BITUMINOUS
CONCRETE SURFACE COURSE
6" COMPACTED AGGREGA
BASE COURSE
COMPACTED SUBGRADE
95% STD PROCTOR
ASPHALT PAVEMENT SECTION
NOT TO SCALE
PLAN
'RECAST BOX
12" RCP
ANTI -FLOTATION BLOCK
FILL BOX TO 2.0' DEPTH
NOTE:
CONTINUOUS RUBBER
WATER STOP AT ALL
CONSTRUCTION JOINTS
OVERFLOW STRUCTURE
NOT TO SCALE
1/2" RADIUS I`6' 1 -0.
3" RADIUS STANDARD ALUMINUM SIGN MEETING 12
REQUIREMENTS OF A.D.A. AND OR/ LOCAL CAP
6 x 6 - W2.9 x W2.9 JOINT SEALANT < 1/8" RADIUS HANDICAPPED PARKING CODE GREEN - BORDER AND TEXT
WIRE FABRIC EXPANSION
6" 4000 psi CONC. JOINT FILLER I . ".' a SIGN: R7-8 OR R7-8A mao
WHITE
6" COMPACTED -
BLUE - IN ACCORDANCE W
AGGREGATE BASE COURSE
o H . `"�. �_1•_g'_� H/C STANDARDS
SUBGRADE 95% STD PROCTOR _ 111tt i -ri �l l�-III I I I QI I I-11�1 : L
SIGN: R7-8D
�II�II=III-III-. 1I I„IIII-III�II-_ STANDARD 1'-6" CURB AND GUTTER
III, III I II I I I I- —I I1_„t i 1=1 I I
NOT TO SCALE
CONCRETE PAVEMENT SECTION 1/2" RADIUS'~1 -0 = 2" X 2" STL. TUBE EXTENDED INTO
DUMPSTER PAD RADIUS CONCRETE FILLED PIPE 2'-0"
NOT TO SCALE .y 1/8" RADIUS w CJ
N T n
T Y In
•a"- _j 0Q
w Y 6" DIA. STD. STL. PIPE
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED TO WITH CONCRETE
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE L�
CITY/COUNTY ENGINEERING DEPT. O L`
O
1 W
CJ
V-6" MEDIAN CURB AND GUTTER m w
NOT TO SCALE
RADIUS CONC. TOP
UDD <t PAVEMENT
DO
CONTRACTOR TO PROVIDE
ANGLE IRONS AND SAFETY GRATE.
TOP EL. TEMPORARY POOL) = 3.80
4" PVC STUBBED 4" THREADED PLUG
:- INTO BOX 4" PVC TEE
INV. = 3.00 PERMANENT POOL ELEV. = 3.0
4" PVC STUBBED TO
12" BELOW PERMANENT POOL
4" PVC CAP w/ 2"0
DRILLED HOLE
°• --� BOTTOM EL. = -2.50
4'x4' PRECAST BOX
SECTION
SLOPE 1/4"
A
GUTTER
FOR WIPEDOWN WIDTHS _ , _ 4'
SECT10N A - A
JCL INV IL J
B
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
If
12:1 0
0
0
J2:1
¢
C)
BEVEL CURB TO MEET DRIVEWAY PAVEMENT-
4'-0"
I_ SEE PLAN FOR WIPEDOWN WIDTHS
I 4'-O"
NOTE:
1. 1/2" EXPANSION JOINTS REQUIRE INSTALLATION
OF ONE 1/2" THICK PIECE OF BITUMINOUS FIBER
THROUGH THE ENTIRE SLAB.
B-1
PLAN
5'-0"
< I
"'-6'-' --I SECTION B - B CC
CURB WIPEDOWN DETAIL
5'-0"
NOT TO SCALE
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2. SEE STD. NO 10.17E FOR DETAIL OF EXPANSION
JOINT AND GROOVE JOINT.
TYPICAL TRAPEZOIDAL SWALE CROSS SECTION
NOT TO SCALE
JOINT SEALER 2
EXIST. ASPHALT PAVEMENT
SAWCUT EXISTING PAVEMENT 1/8" RADIUS
4" NCDOT TYPE •'I-2" ASPHALT (TYP OF 2) °� �/� SCALE TOP WIDTH
B" COMPACTED STONE 1/8"
6" CONC. PATCH
�SAWCUT EXISTING PAVEMENT
EXIST. CONC. PVMT 1"
I + t 6 BARS EACH WAS
D
' \
°
12" 12" \\/\\�\\ -, . •. 1/2" JOINT FILLER • °1P^
BACKFILL\\�\\�\�\ \\iNOTE\\
BACKFILL TO BE INSTALLED IN 12" LIFTS GROOVE JOINT IN SIDEWALK TRANSVERSE EXPANSION
TYPICAL PERMENMANT DITCH SECTION CHART
J (MAX.) AND COMPACTED TO A MINIMUM HANDICAP PARKING SIGN
TYPICAL CLEAN WATER DITCH SECTION CHART
DENSITY OF 95% AS DETERMINED BY NOT TO SCALE
THE MODIFIED A.A.S.H.T.O. STAND- ARD DITCH NO. LENGTH ft SLOPE SIDE BOTTOM D ft LINING
z + z () (% METHOD T-99. CUT -BACK TO BE ) SLOPE (H) WIDTH (ft) ( )
w -w w 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT)
to 67 0.28 2 2 1.5 JUTE NET
� --� PERFORMED AFTER TRENCH BACK- �
-� PROPOSED CURB &GUTTER 1B 49 0.41 2 2 1.5 JUTE NET
FILLING AND COMPACTION. �' PROPOSED ROAD SECTION
o SLOPE VARIES
PAVEMENT REPAIR SECTION =' 2" TYPE 1-2 TYPICAL PARABOLIC SWALE CROSS SECTION
BITUMINOUS CONCRETE NOT TO SCALE
NOT TO SCALE
PROPOSED 4" CONCRETE SIDEWALK SURFACE COURSE
DETAILS SHOWING EXPANSION JOINTS VARIES
IN CONCRETE SIDEWALK
2, SIDEWALK GENERAL NOTES: 15' CONC. CURB & GUTTER 5'
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED _ 1 4" FT 1 4" FT l-rlr
SAW CUT EXIST. IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" T= �
NEW A.C.S.C. EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO�II
ASPHALT JII=III - '' III_
EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN ��T�I iu--I .I �I 1-1 I. 1 I�
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE �IE=11 it III —II II I �II�I II�II I II_II III-II�II� III —II II IIE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.I -HIS II�IL�I�II�III III�II�III�71 III�II�II�1'
�=I1
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. 6" COMPACTED AGGRE E BEFORE YOU DIG I
EXIST. BASE NEW BASE BASE COURSE COMPACTED SUBGRADE
3. SEE PLANS FOR CONCRETE SIDEWALK WIDTHS. CALL TOLL FREE
N9i11 48hr NOTICE4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. DRIVE SECTION
BSI PAVEMENT ABUTMENT DETAIL CONCRETE SIDEWALK JOINT DETAIL
NOT TO SCALE 1-800-632-4949
NOT TO SCALE NOT TO SCALE X ONE CALL CENTER
II A IISSUED FOR RENEW. 5TH SUBMITTAL RESPONSE TO DWO COMMENTS 1 1-11-07 1
SEAL
=p FESSX0 %
025896
11 jgvwgy ZoO7
44C VIKIng UrIVe, twite luu
Virginia Beach, Virginia 23452
Phone: [phone], Fox: [phone]
AA0002667 EB0005691
www.mckimcreed.com
REPUBLIC COVE PARTNERS LLC
1280 Maryland Avenue, SW, Suite 280
Washington, D.C. 20024
�— rPUBLIC
The Cove at Southern Shores
Southern Shores North Carolina
Details
DATE:
20 DEC 04
MICE PROJ. #
4004-OD01
DRAWN
DWH
DESIGNED
DWH
CHECKED
JMM
PROJ. MGR.
JMM
OF CURB
VARIES
SCALE
W&C FIE NUMBER
04004
DRAWING NUMBER
HORIZONTAL:
NA
VERTICAL:
D-02
NA
STATUS: Issued for Review REVISION
A
I'. �1 II h �. 1 1. I•t�l� i 1' 1 `�i ;I