SW8051210_APPROVED PLANS_20070606

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
I�APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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NOT TO SCALE
REMOVE AND REPLACE THE EXISTING
15' CMP DRIVEWAY SO PIPE.
SEE SHEET C2.
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE.
REMOVE AND REPLACE THE EXISTING
15' CMP DRIVEWAY SD PIPE.
SEE MEET C2.
TEMPORARY SILT FENCE
SURVEY NOTES:
I . TH15 LOT 15 LOCATED IN ZONE C.
2. TH15 LOT 15 SUBJECT TO ALL UTILITY
EA5EMENT5, RESTRICTIONS, OR
COVENANTS OF RECORD.
SURVEY LEGEND
• EX15TING IRON PIPE
Ct CENTERLINE
SURVEY REFERENCE
MAP BOOK 31 PAGE 53
DEED 500K 1239 PAGE 57
UTILITY STATEMENT:
THE UNDERGROUND UTILITIE5 SHOWN HAVE BEEN LOCATED PROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKE5 NO GUARANTEES THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE
FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED UNDERGROUND UTILITIES.
MICHAEL UNDERWOOD and A55OCIATE5, PA
102 CINEMA DRIVE, SUITE C
WILMINGTON, NC 25403
PHONE: 910-615-OG50
FAX: [phone]
E-MAIL: [e-mail]
INV. 4 1.44 -_ l
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SAWCUT, REMOVE, REPAIR AND PATCH THE EXISTING
CONCRETE CURB AND GUTTER AND EXISTING ASPHALT
PAVEMENT AS REQUIRED TO REMOVE THE EXISTING
DRIVEWAY AND TO CONSTRUCT THE NEW TURN
LANE. THE CONTRACTOR SHALL FIELD VERIFY THE
EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION.
- - - - - - - -R/w SEE SHEET C2. SEE DETAILS ON SHEET C5.-
U.5. r-"#17 � N.C. HWY#2I0
REMOVE THE EXISTING CATCH BASIN AND A PORTION OF (175' PUBLIC R/W)
THE EXISTING 12" RCP SO. CONSTRUCT A NEW
JUNCTION BOX. NCDOT ROADWAY STANDARD NO. 840.34.
INSTALL A STANDARD MANHOLE FRAME AND COVER.
NCDOT ROADWAY STANDARD NO. 840.54 REV. C.
SEE SHEET C2.
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DROP INLET
TOP 42.52
INV. 40.73
I'
CU Es INLET
REMOVE THE EXISTING CATCH BASIN AND CONSTRUCT A NEW
JUNCTION BOX. NCDOT ROADWAY STANDARD NO. 840.34.
INSTALL A_STANDARD MANHOLE FRAME AND COVER.
NCDOT ROADWAY STANDARD NO. 840.54 REV. C.
SEE SHEET C2.
-- -- -- -�/w _ -- -- -- -- -- -- R/-- __
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
EXISTING CATCH BASIN
SHALL REMAIN. INSTALL
SILT SACK INLET PROTECTION.
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-45-1
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- ° L _L171 DL" _ DL _ 4-t L
PROPOSED 30' DRIVEWAY. SAWCUT, REMOVE,
REPAIR AND PATCH THE EXISTING CONCRETE
CURB AND GUTTER AND THE EXISTING ASPHALT
PAVEMENT AS REQUIRED TO CONSTRUCT THE
NEW DRIVEWAY AND TURNLANE. THE CONTRACTOR
SHALL FIELD VERIFY THE EXISTING GRADES PRIOR
TO BEGINNING CONSTRUCTION.
SEE SHEET C2. SEE DETAIL ON SHEET 05.
SAWCUT, REMOVE, REPAIR AND PATCH THE EXISTING
CONCRETE CURB ARID GUTTER AND EXISTING ASPHALT
PAVEMENT AS REQUIRED TO REMOVE THE EXISTING
DRIVEWAY. THE CONTRACTOR SHALL FIELD VERIFY THE
EXISTING GRADES PRIOR TO BEGINNING CONSTRUCTION.
ei SET: -BET -
CURB INLET CURB INLET INV. O.G5 N CURB INLET `� �'� '
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Ifj T SEE SHEET C . ON AND CONSTRUCTION. TRAP NO. 3 1$" �k r a^ 9 / r k� Ra i 1 -POND- 1
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NOTES:
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE CURBS, AND WITHIN THE BUFFER AREAS
SHALL BE SAVED M THE EXTENT POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
TREE PROTECTION FENCING. AROUND THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY
CONSTRUCTION WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT
CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL
REQUIREMENTS.
2. CONTACT THE NORTH CAROLINA ONE CALL. CENTER PRIOR TO DOING ANY DIGGING AT
1-800-632-4049.
3. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD AND ASSOCIATES, PA AND PROVIDED BY THE OWNER.
4. THE DEMOLITION WORK LIMITS SHOWN ARE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE FOR FIELD VERIFYING AND FIE1D DETERMINING THE EXACT DEMOUPON LIMITS.
REMOVE' THE EXISTING SITE FEATURES WITHIN THE DEMOLITION WORK LIMITS. SAWCUT, REMOVE,
REPAIR, PATCH, REPLACE AND ABANDON AS REQUIRED THE EXISTING ASPHALT PAVEMENT, EXISTING
CONCRETE CURB AND GUTTER, EXISTING CONCRETE SIDEWALK AS REQUIRED WITHIN THE
DEMOLITION UMITS.
5. THE CONTRACTOR SHALL VISIT THE SUE TO BECOME FAMILIARIZED WITH FIELD
DEMOLITION CONDITIONS.
6. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING SITE: ELEVATIONS AND
INVERTS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION AS
REQUIRED DURING CONSTRUCTION.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS
ASSOCIATED WITH THE PROJECT.
8. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK,
INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR
TRAFFIC AND RELATED OPERATIONS.
9. THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO
BEGINNING ANY DEMOLITION.
10. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND IDENTIFYING ALL EXISTING UTILITIES.
ANY UTILITIES ENCOUNTERED THAT HAVE NOT BEEN IDENTIFIED NEED TO BE BROUGHT TO THE
ATTENTION OF THE OWNER.
11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT
REMAIN IN SERVICE OR ARE WITHIN THE PUBLIC RIGHT OF WAY DURING DEMOLITION.
12. THE CONTRACTOR IS RESPONSIBLE FOR OOORDINA71NC THE REMOVAL OR RELOCATION OF ANY
EXISTING UTILITY POLES/GUY LINES, LIGHT POLES/GUY LINES, TRANSFORMERS, PEDESTALS, ETC.
WITH THE OWNERS REPRESENTATIVE AND THE APPLICABLE UTLLIIY COMPANY REQUIRED.
13. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND DEVICES
DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD AND NC DOT STANDARDS.
14. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES
ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE
PLANS AND IN THE SPECIFICATIONS. IN ADDITION TO THE EROSION CONTROL MEASURES
SPECIFIED, THE CONTRACTOR SHALL INSTALL EROSION CONTROL. BLANKETS/TURF REINFORCEMENT
MATS IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION AS REQUIRED WHERE NORMAL
SEED/SOD STABILIZATION IS UNSUCCESSFUL THE CONTRACTOR SHALL. COORDINATE WITH THE
OWNERS REPRESENTATIVE TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT
STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE
TO THE OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE
INSPECTION WITH THE OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
SEE THE ADDITIONAL EROSION CONTROL NOTES ON SHEET C5.
15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING
THE NCDOT FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NCDOT RIGHT-OF-WAY.
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MANAGEMENT COMMISSION.
DIVISION OF WATER QUALITY
LEGEND
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.. LPL LAND DISTURBANCE LIMITS
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FOR EROSION CONTROL
WE VD WETLAND BOUNDARY DELINEATION
AND SURVEY BY OTHERS.
WETLAND AREA TO BE FILLED. ANY REQUIRED
PERMITS WILL BE THE RESPONSIBILITY OF THE
` OWNER'S WETLANDS CONSULTANT.
DEMOLITION WORK SEE NOTE 4.
x 43.85 EXISTING SPOT ELEVATION
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A ® AROUND EXISTING/PROPOSED DROP
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INLETS/ CATCH BASINS.
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TOP GRATE- 43.30
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NO 840.34. INSTALL A STANDARD MANHOLE FRAME
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TOP - 45.00 FIELD VERIFY
{ ! INV. - 41.03 PER SURVEY. FIELD VERIFY/DETERMINE
NEW 18" RCP INV. IN- FIELD VERIFY/DETERMINE
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`-r�- NO. 840.01 REV. E OR
840.02 REV. B AND 844.03.
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+ ti TOP GRATE - 44.50 FIELD VERIFY
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VICINITY MAP
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REGRADE AND STABILIZE THE EXISTING
DITCH BANK WITH A 3.1 MAX. SLOPE
AND THE AREA OUTSIDE THE FENCE AS
REQUIRED I%W POSITIVE DRA RAGE.
TEMPORARY SEDIMENT TRAP NO. 1
SEE DETAIL AND NOTE 13.
R04T TURN LANE WITH_ l -i C
100' OF STORAGE AND i r I •khfl `� < � 41
A 45' TAPER. €, f �� �, F, '
300 NC DOT CONCRETE
CURB & GUTTER e'y' ' r NOTE: ADJUST THE TOP ELEVATION
WITHIN NCDOT RIGHT OF WAY.+ !: `j OF THE EXISTING DROP INLET
TRANSITION TO 24' CONCRETE D; ° 0 AS'REQUIRED FOR POSITIVE DRAINAGE.
CURB & GUTTER AT THE RIGHT 7(NSTING DROP INLET
OF WAY LINE INTO THE SITE 1 j - w/ INLET PROTECTION
INSTALL FOR POSITIVE DRAINAGE I ems_ �, �'JW NEW TOP= 43.00 FIELD VERIFY '
Z ? �r . INV.- 40.48 FIELD VERIFY 24' CONCRETE-
_ E` RB do GUTTER
1 if`
C2
I � 1,,,� � ke'`�1•jttk �� 0ti �' L ! `� r3 � `r r C �t
� t, PROP INLET
:i O 'w/ 2'x0.5' CONCRETE COLLAR
w/ INLET PROTECTION.
e gi
DROP INLET ' f TOP - 43.20
r�ti' Nk w/ 2'xq.5' CONCRETE COLLAR II+i - 39.99
rr nn w/ INLET PROTECTION.
V 1 TOP = 143.20 " r .. .. .. .
INN. _ {40.33
:
II f f �,01 t '� r j�' y�T i iV�Ti,i i..r�'
I Sµ4:z l at F L _ 25.
i I 1
44. :63 '
144.E r 43:35 •'. ; , ,
r 44, 28
4.97
43 D7 DROP INLET -
t, 22 w/ 2'xO.5'CONCRETE COLLAR x
1 B' RCP FES NO. 8 INN.- 39.27 FIELD VERIFY
w/ 10'W X 151 X 1'D ENERGY DISSIPATER
NCDOT CLASS B EROSION CONTROL
STONE ON TOP OF IIRAR BOOX FILTER
FABRIC OR APPROVED EQUAL.
18" RCP SD O 0.5OX
SDMH
TOP -GRADE (43.30f)
INV.- 39.00
30' DRIVEWAY.
THE SHALL
FIELD EXISTING GRADES
PRIOR TO BEGLINI+ ING CONSTRUCTION.
INSTALL FOR POSITIVE DRA AGE.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
24' RCP SD DRIVEWAY ---- -�
PIPE O 0.3M
NCDOT DROP INLET WITH INLET
PROTECTION. NCDOT STANDARD
NO. WAS
TOP TO GRADE- 42.30t FIELD VERIFY
15" ITN. IN- 38.85
18' INN. IN- 38.85
24' INV. IN- 38.84
24' INV. OUT- 38.84
REGRADE AND STABILIZE THE EXISTING -
DITCH BANK WITH A 3:1 MAX. SLOPE
AS REQUIRED FOR POSITIVE DRAINAGE.
18' RCP FES NO. 8A
INVERT-38.78
1 O'Wx15'Lx12'D
CLASS B STONE OVER
MIRAFI GWX FILTER FABRIC
(OR APPROVED EQUIV.)
ENERGY DISSAPATOR. 18" RCP -
O 1.007E
TRAFFIC BEARING -- -�
SD MANHOLE & COVER
TOP -GRADE (43.0*)840.54)
IW.- 38.66
24' RCP FES NO. 9 ----�
INVERT-38.60
TEMPORARY SILT FENCE
REGRADE AND STABILIZE THE EXISTING
DITCH BANK WITH A 3:1 MAX. SLOPE
AS REQUIRED FOR POSITIVE DRAINAGE.
FIELD VERIFY THE DIRECTION OF DITCH
FLOW PRIOR TO INSTALLING THE NEW
24' RCP SD PIPE.
511-: R�VUY NOT ,
Tt4 5' L5 LOCA+ _.7 1N ZONE C.
ALL
cA iJRFNT y_'�t.�"+�ICI?O`J , 0p
PIP,-
CF cff1� T, K.1Nw
MAF 500K. 3 . PAGE 53
D�.Fu '3 0�, 23 PAGE 5l
U-1 I'`I I ? 5 A; EVIE!L 1 -
T�rN iJ` ERG OL"vD !ff L "ice "HOkA/1� resit SEEN 'LOCATED FROM
FIELD SURVEY 1Nr-0RNA110N AND EXOTNC DRA!N`G�,. T`1=
?5URV YO NIH<w53 NO G-!APAN i _.� HIAT T4ff UNDE GKOUN"D
U I iLl 11E5 `a 10V N COMrR.15E ALL 5I1UD1 U I IL..1 Iffy !,N I F4F ARIA.;
E-FHER fN 5ERVICE OR A5ANDONIFD- i fF :�UR�'E'C7R r LsRT �4R
D045 IvJT `�JARRA^OT T "TALI TEE L;NDGRGR0IJND L!T?L!?IES 5�1 V,N
ARr 1� T�iE �;�ACT LOOT Ions fNDICATFo A�rf�o!�Gr� �� � 4�5
CERTIFY TIIAT TI-i., Y ARE LOCATED A5 ACCURATELY A5 P0555'F
-ROINA IN 0RMATION AVA{LAD _-F. '1 Hff 5URVffYOR r1A`7 NOT
FI-'Y5ICALLY =OCAI ED UN;)"RGROUN D UT1L;TiE5<
A ^9 PIPE INLET NC DOT CLASS B EROSION CONTROL
!,`•'! 1 tea'- STONE ON TOP OF MIRAFI BOOX FILTER
� r\ FABRIC OR APPROVED EQUAL-
0 N
FI LrZ ()FT(,, 24' RCP SO CROSS PIPE O 0.40%.
SEE NOTES 14 do 15.
W TEMPORARY STONE CHECK DAM
6RIr f
i kfy�
JUNCTION BOX. NCDOT ROADWAY STANDARD NO. 840.34.
INSTALL A STANDARD MANHOLE FRAME AND COVER.
NCDOT ROADWAY STANDARD NO. 840.54 REV. C.
TOP- 44.90 FIELD VERIFY
INV,- 40.65 (PER SURVEY) FIELD VERIFY/DETERMINE
NEW 18" RCP INV. IN= 40.65 FIELD VERIFY/DETERMINE
18" RCP SO-_ . - _....RAW - - - - ... - _ ._ .._
_ - - }1f� - -- _ _ R./W- _-
O 1.0%
NCDOT CATCH BASIN
INLET PROTECTION NCDOT ROADWAY
STANDARDS NO. 840.01 REV. E OR
STANDARDS
840.02 REV. B AND 840.03.
TOP CURB - 45.10 FIELD VERIFY
TOP GRATE - 44.60 FIELD VERIFY
INV. = 40.77 FIELD VERIFY
NEW 30' DRIVEWAY WITH
PEL
30' NC DOT CONCRETE7� --.-----
CURB & GUTTER -
30" NC DOT CONCRETE
WITHIN NCDOT RIGHT OF WAY
CURB do GUTTER
TRANSITION TO THE 24" CONCRETE
WITHIN, NCDOT RIGHT OF Wj*
CURB & GUTTER AT THE RIGHT OF WAY
TRqAhON TO THE 24" WNCRETE
CU - ___GUTTER AT TRIGHT OF RIGOF WAY
UN O THE -SITE.
LINE INTO THE SITE. THE CONTRACTOR I n ; ` X _ �f V
SHALL FIELD VERIFY THE EXISTING
PRIOR TO BEONING GONSTRUCTIOA-� ,
I OR posnw-PRAO&GE
INSTALL FOR POSITIVE DRAINAGE
--
I'll LIN
14
Lk ky�
90
r
_ -.fir•",----�di /
ky6
- TENIPORAR'Y SILT FENCE
WETLANDS AREA
y 11,677 SF/0.27 AC
toil CHAIN LINK
FENCE. SEE LEGEND
DROP INLET
w/ 2'xO.5' CONCRETE COLLAR
•,� " w/ INLET PROTECTION.
TOP - 43.30
INV. - 40.68
DROP INLET
w/ 2'xO.5' CONCRETE COLLAR
w/ INLET PROTECTION.
TOP - 43.00
INV. - 40.53
DROP
w/ 2'FrON.
COLLARw/ INN
TOP
IN%%f* 74 %e `'G .' 4
DROP INLET
w/ 2'xO.5' CONCRETE COLLAR
w/ INLET PROTECTION.
TOT' - 43.30
INV. - 40.22
ti DROP INLET
/ w/ 2'xO.5' CONCRETE COLLAR'
wt INLET PROTECTION.
TOP V,�',Q,00
INV. - 40 08-_
w/ 2.DRO5' �CONCRETE CaLLAR
V Vli
f
f
N/
Di. 7APTvffNl
r
I
1
i'
I
I
i
i
-
k INV.- 39.95 1
w/ 10'x15'x1• ENERGY DISSAPATER J
- NCDOT CLASS B EROSION
CONTROL STONE ON
MIRAFI 60OX . FILTER
FABRIC OR EQUAL. N/ff
L- I RCP FES NO. 2
1 U �R Fli
INN.- 39.80 _
•,�>k w/ 10'x15'xl' EN T N 1
NCDOT CLASS B M� 13
a; CONTROL STONE ON
MIRAFI 60OX FILTER
FABRIC OR EQUAL.
TOP OF-DAW ELEV.-4.3.50
4*� - 160 YEAR ST019111 PEAK aEY.-42,60
- 10 -YEW- STORM ---PI W ILtV.
NC DEAR 1 " STATE STORAGE ELEV.=40.W
NORMAL POOL ELLV.-40.00
F BOTTOM ELEV.-34.00 +
!
ie" RCP FES NO. 3 N
INV.- 39.40 `
10'x15'x1' ENERGY OISSAPATERS
NCDOT CLASS B EROSION
` CONTROL STONE ON
MIRAFI 600X FILTER l !
FABRIC OR EQUAL.
� TEMPORARY SILT FENCE
to ;_�J ivCUTO�41J
70'x45'x1TA 37-RNIACLE
NCDOT STONE LI ED R j
to
ACCROSS THE FOREBAY BOTTOM
5' (BERM (�V.) 40.00') '
o TO THE POND VEGET*ED SHELF (ELEV. 38.33')
UP THE BANK TO (EU V. 43.00') j
ON MARIFl 60OX FILTER FABRIC
A� OR APPROVED EQU04
,kh REGRADE AND STAWLRE f
• ' �� AREA AS REQUIRED' FOR
4 ,'OPOSITNE DRAINAGE.
k! ��
MICRETE COLLAR
'/ Al
1
-4O,
DONORMAL ELE/
TECTION. 38 3310' VEGTED ELEV
V -34 00BOTTOM ELE
t ryP,ifj'/ 5 I
4'x4' PRIZECASy��
COLLAR _ r:_ n STRUCTURE •° 1 % '+' ! 1
18' RCP SD lII'NV.-40.00 ' cP
SDMH rA F c �. E LINE OUTLET
TOP-G (43.60t) sy TA I �r, r C of SIDES. FROW ANDRW �� I ' •` 1
15' INN. 39.80 7 �
- � ., ~!��` i WITH 1 THi4'K �A kti. a � �, r 1 ;
18" INV. IN- 39.65 ` �r P� CLASS B CONTROL *ry- i I I i i ; I i
24" INV. OUT=39.65 15" RCP FES NO. 4 INV.-4O.00 STONE 9R MOM BOOX FILTER
w/ 10'W X 151 X 1'D ENERGY DISSIPATER AT FABRIC.; OR APPROVED EQUAL ! 113
PIPE INLET NC DOT CLASS B EROSION CONTROL
�9 30' EMERGENCY SPILLWAY WITH
STONE ON TOP OF MIRAFI 600X FILTER ,
FABRIC OR APPROVED EQUAL.. 35 x3O x1 NCDOT CLASS BEROSION
TONE OR
MBOOCXFILIR N FABRIC OR
APPROVED EQUAL. SEE DETAIL
k�-
- SHEET C5.
- _ MATCHLINE •_._
Ig
x --�
yk ,
- _ x _ --
_
TEMPORARY
`-
I
� ,� .._ _ __.._..__.____. -_ ' • ._i,v, .; i- , r�• &'1- + � �^ SILT FENCE
1 �
I
- - -
f
1
,
A
PROPOSED �, , f
--
__ _ WASTEWATER-r' !ky
�k SYSTEM DESIGNED '
_ _
- _ - •_ __ ,may^ h� BY OTHERS k ;
_ ky6
• MATCHUNE
I ------------ - - • < cam• .
I I
i
EXISTING c
SEPTIC SYSTEM
--GRAWFORD
Di3 &G2, PG 2
39 ':
1i
i
aFY' LDL `-LDL�- .LDL'
>-
NOTES: ¢ m
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE CURBS, AND WITHIN THE BUFFER AREAS
SHALL BE STAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
TREE PROTECTION FENCING AROUND THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY Q
CONSTRUCTION WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT CL o c J
CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS. z Z
� a� Z
2. CONTACT THE NORTH CA ROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT 3 a
1-800-632-4949. zCD
O H
3. THE CONTRACTOR IS REPONSIBLE FOR FIELD VERIFYING THE EXISTING SITE ELEVATIONS AND vjs o
INVERTS PRIOR TO BEGINNING CONSTRUCTION. CONTACT THE ENGINEER FOR DIRECTION AS � v (3U U w Z
REQUIRED DURING CONSTRUCTION. Z a w O j
4. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY O - y
MICHAEL UNDERWOOD AND ASSOCIATES, PA AND PROVIDED BY THE OWNER. M
�
5. ROOF DRAINAGE FROM PROPOSED BUILDING SHALL BEPIPED UNDERGROUND TO THE PROPOSED �d � "U � �
DRAINAGE SYSTEM AS SHOWN USING SCH 40 PVC PIPE AT 0.5OX MINIMUM SLOPE SEE PLAN SHEET O O
C2 FOR THE ROOF DRAIN PIPE SIZE AND APPROXIMATE LOCATION. THE CONTRACTOR IS O Z
RESPONSIBLE FOR FIELD VERIFYING THE EXACT ROOF DRAIN PIPE LOCATION. THE CONTRACTOR IS
RESPONSIBLE FOR PROVIDING AND INSTALLING THE REQUIRED ROOFDRAIN PIPE BENDS AND CLEAN ` W U.) Z
OUTS. SEE ARCHITECTURAL PLANS AND PLUMBING PLANS FOR THE EXACT ROOF DRAIN LOCATI`ONS. Q N
In Z
S. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE WATER SERVICES. ® o a
BACKFLOW PREVENTERS AND THE SANITARY SEWER SERVICE. mj
J
7. WETLANDS THAT EXIST ON THE SITE HAVE BEEN DELINEATED AND ARE SHOWN ON THE PLAN. m Z a
S. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND DEVICES
DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD AND NC DOT STANDARDS.
9. THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES
ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE In
PLANS MO IN THE SPECIFICATIONS. IN ADDITION TO THE EROSION CONTROL MEASURES
SPECIFIED, THE CONTRACTOR SHALL INSTALL EROSION CONTROL BLANKEiS/TURF REINFORCEMENT Uj LU
MATS IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATION AS REWIRED WHERE NORMAL
SEED/SOD STABILIZATION IS UNSUCCESSFUL. THE CONTRACTOR SHALL COORDINATE WITH THE 0 n 0
OWNERS REPRESENTATIVE TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT c� STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING o w 9 Lu
CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE Z Z
TO THE OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE $Z um O
INSPECTION WITH THE OWNERS REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. SEE ? & LLmt U a. THE ADDITIONAL EROSION CONTROL NOTES ON SHEET C5. w a 9 Z
10. THE CONTRACTOR SHUN_ DESIGNATE A TEMPORARY SOIL STOCKPILE AREA ON SITE. THE SIDE N m m =
SLOPES ON THE TEMPORARY SOIL STOCKPILE SHALL NOT EXCEED A 3:1 SLOPE. THE CONTRACTOR w w % C ui
IS RESPONSIBLE FOR STABILIZING THE SOIL STOCKPILE. W Z w w \ W
11. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ANY CRACKED OR DAMAGED c C:� § E
SIDEWALK PANELS AND CURB AND GUTTER ADJACENT TO OR ON THE SITE THIS INCLUDES ANY O m Q o Q Ir ra a
EXISTING DAMAGED WALKS OR WALKS DAMAGED DURING CONSTRUCTION. CID
!�
12. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REMOVAL OR RELOCATION OF ANY M %N1 w Z
EXISTING UTILITY POLES/GUY LINES. LIGHT POLES/GUY LINES, TRANSFORMERS. PEDESTALS, ETC. WITH
THE OWNERS REPRESENTATIVE AND THE APPLICABLE UTILITY COMPANY REQUIRED. 0
T
13. CONSTRUCT ALL TEMPORARY SEDIMENT TRAPS PRIOR TO SITE GRADING. a O
14. SLOOP POINT ROAD / S.R. 1563 SHALL BE CLOSED AT THE OWNER'S EXPENSE WHEN THE 24" to N m � cn
RCP SD CROSS PIPE IS INSTALLED. THE ROAD SHALL ONLY BE CLOSED WHEN SCHOOL IS OUT. A �I �I m
DETOUR SHALL BE PROVIDED AT THE OWNER'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING AND COORDINATING WITH NCDOT PRIOR TO DOING WORK. SEE THE NCDOT DRIVEWAY (}fi
V
Z
0
V
V
m V
W Z
o
0 � O
r C,�
0 = 0
Z
m � a
PERMIT FOR THE EXACT REQUIREMERM V
Z
15. APPROXIMATELY SIX (6) EXISTING DRIVEWAY PIPES SWILL BE REMOVED AND REPLACED WITH NEW w
24' RCP SD PIPE ALONG THE SOUTHEAST SIDE OF SLOOP POINT ROAD / S.R. 1563 DOWNSTREAM OF W U
THE NEW 24" RCP SD CROSS PIPE. THE OWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR
CONTACTING AND COORDINATEING WITH NCDOT AND EACH APPLICABLE PROERTY OWNER PRIOR TO Q 3L
DOING ANY WORK.
LEGEND
••� - -^ �- PROPERTY LINE
LDL- LAND DISTURBANCE LIMITS
- --- - - - BUFFER SEE PLAN FOR TYPE
�•-- • • •-•- • • DRAINAGE FLOW BREAKLINE
> • • • --- GRASS/STONE/CONCRETE DRAINAGE SWALE
TSF TEMPORARY SILT FENCE FOR EROSION CONTROL,
NEW B' CHAIN UNK FENCE.
COORDINATE WITH THE OWNER
TO DETERMINE THE EXACT FENCE MATERIAL
wD wl WETLAND BOUNDARY DELINEATION
AND SURVEY 13Y OTHERS.
WETLAND AREA TO BE FILLED. ANY REQUIRED
PERMITS WILL BE THE RESPONSIBILITY OF THE
OWNER'S WMMDS CONSULTANT.
x C5.85 EXISTING SPOT ELEVATION
43 - - - EXISTING CONTOUR
SILT FENCE
40 PROPOSED CONTOUR
O PROPOSED FINISH GRADE
SPOT ELEVATION
54 PROPOSED TOP OF CURB OR
TOP OF WALK SPOT ELEVATION
--- o DRAINAGE FLOW DIRECTION ARROW
EROSION CONTROL INLET PROTECTION
® AROUND EXISTING/PROPOSED DROP
INLETS / CATCH BASINS.
RDP RDP SCH. 40 PVC ROOFDRAIN PIPE A 0.50X
MIN. SLOPE. SEE NOTE 5.
• RDCO ROOFDRAIN PIPE CLEANOUT. SEE NOTE 5.
• EXISTING TREE
SAVE EXISTING TREE. SEE NOTE 1.
0 OTHER EXISTING TREES SHOWN WILL BE
©
REMOVED,
SCALE: 1" = 40'
T �-- -
0 40 80 120
aat Im 0
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05102
DES. JAK III
CKD. JPN
DRWN. EBB
DATE 12/5/05
s��ssPA
�diaac<Hr
,&
C2

:7
U.5■ HWY #17
* N.C.
HWY
#210
NEW 30' DRIVEWAY WITH 30" NC DOT CONCRETE
_
URB & GIN NCDOT RIGHT OF WAY
RTHEI
=
TRANSITION TO 24" CONCRETE CURB & GUTTER
{I 75, UBLIC
AT THE RIGHT OF WAY LINE INTO THE SITE. THE CONTRACTOR
SHALL FIELD VERIFY THE EXISTING GRADES PRIOR TO BEGINING
moo'
CONSTRUCTION. INSTALL FOR POSITIVE DRAINAGE DROP INLET
y�
Qry�
"
4" YELLOW THERMOPLASTIC CENTERLINE WITH 6SEPARATION. 52
TOP 42.
�f$1T E
\ , -
he, � �
V,
s9 i NV. 40.73
�� RIGHT TURN LANE WITH 100° OF STORAGE AND 43
A 46 TAPER. 30%iC DOLCQ�LGRETI`
,
__ 4
44 - _._�a�
�44
-44-
CURB do GUTTER WITHIN NCDOT RIGHT WAY. ,5
,�
TRANSITION TO 24 CONCRETE CUB & R T THE R
OF WAY LINE INTO THE SITE. INSTALL FOR POSITIVE DRAINAGE
--- -
-45--
CURB IN
z.
1p
�� SEE TURNLANE DETAIL SHEET C5. -15inCURS
INLETk�
i TOP 45.52
T L 12FULL =STORAGE LAN V. 40.65
12 J �ta66 ��fd 45 43\ 100 MINA
n 30'I
ni .1
CURS IN
TOP 45
VICINITY MAP
NOT TO SCALY
NEW 30' DRIVEWAY.
THE CONTRACTOR SHALL
FIELD VERIFY THE DaS71NG GRADES
PRIOR TO BEGINNING CONSTRUCTION.
INSTALL FOR POSITIVE DRAINAGE.
I�
IJ
�90
JI
r
I
I �
1 Ah�
lo+ �
I l
r
I
I
N�
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I
1� •r«
I�
r }I
��
N
TEMPORARY SILT FENCE
�Il I
INV. 41,44 -
r
I
INV. 38.G
TEMPORARY SILT FENCE
1p
PP W/
GUY WIRE
f �A
�i { SIGN
FIBER OPTIC
�6 SIGN
J kry I C4
SURVEY NOTES:
I . THIS LOT 15 LOCATED IN ZONE C.
2. TH15 LOT 15 SUBJECT TO ALL UTILITY
EA5EMENT5, RE5TRICTION5, OR
COVENANTS Of RECORD.
5URVEY LEGEND
• EXISTING IRON PIPE
CL CENTERLINE
SURVEY REFERENCE
MAP BOOK 31 PAGE 53
DEED BOOK 1239 PAGE 57
UTILITY STATEMENT:
THE UNDERGROUND UTILITIE5 SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWING5. THE
5URVEYOR MAKES NO GUARANTEE5 THAT THE UNDERGROUND
UTILITIE5 5HOWN COMPRISE ALL SUCH UTILITIE5 IN THE AREA,
EITHER IN 5ERVICE OR ABANDONED. THE 5URVEYOR FURTHER
DOE5 NOT WARRANT THAT THE UNDERGROUND UTILITIE5 5HOWN
ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES
CERTIFY THAT THEY ARE LOCATED A5 ACCURATELY A5 .PO551BLE
FROM INFORMATION AVAILABLE. THE 51LIRVEYOR HAS NOT
PHY51CALLY LOCATED UNDERGROUND UTILITIE5.
MICHAEL UNDERWOOD and A550CIATE5, PA
102 CINEMA DRIVE, SUITE C
WILMINGTON, NC 28403
PHONE: 9 10-815-OG 50
FAX. [phone]
E-MAIL: [e-mail]
24" WIDE WHITE L
THERMOPLASTIC
STOP BAR.
WHITE THERMOPLASTIC
DIRECTIONAL ARROW.
30" NCDOT CONCRET q� °h� 7YPg190 `� CURB & GUTTER
° 4� RIGf-"F ° - - -44-
INSTALL FOR POS�,I RAINAGE. �ry
-45
TYPICAL
24" WIDE WHITE THERMOPLASTIC
OR PAINTED STOP BAR.
STOP SIGN IN
n6'
NOTES:
1. EXISTING TREES AND EXISTING VEGETATION OUTSIDE CURBS, AND WITHIN THE BUFFER AREAS
SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
C TREE PROTECTION FENCING AROUND THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY
CONSTRUCTION WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT
CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
T E JACKS ❑ N V I L L E 2. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT
1-800-632--4949.
3. DIMENSIONS NOTED ARE FROM THE FACE OF CURB / SIDEWALK TO THE FACE OF CURB /
SIDEWALK UNLESS OTHERWISE SHOWN AND NOTED.
4. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD AND ASSOCIATES, PA AND PROVIDED BY THE OWNER.
e
5. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE PARKING SIGNS, TRAFFIC SIGNS AND
0DROP INLET PAVEMENT MARKINGS IN ACCORDANCE WITH THE MUTCD STANDARDS. THE CONTRACTOR SHALL
,A COORDINATE THIS WORK WITH THE OWNER REPRESENTATIVE PRIOR TO BIDDING AND CONSTRUCTION AS
REQUIRED.
WETIA DS AREA
11,677 SF/0.27 AC
{y CHAIN LINK I i
FENCE. SEE LEGEND x
w
0
I O,, bUFFER D N 1
"C-'1 ' SETBACK = p
Qa ff
i r
M�hy J05EPH I NIP
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DB 732, PG 74 DEPARTMENT
D8 546, PG 122
y 24" WIDE WHITE THERMOPLASTIC
OR PAINTED STOP BAT}. J
4" YELLOW THERMOPLfSnC OR PAINTED
16 CENTERLINE WITH 6" SEPARATION.
WHITE THERMOPLASTI( OR
10' BUILD- NG PAINTED DIRECTIONALr ARROW.
SETBACK �TICAL
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TOTAL SITE AREA: 246,219 SF/5.64 ACRES Q
ry + TOTAL DRAINAGE AREA TO STORMWATER POND: 170,750 SF/3.92 ACRES
10' BUILDING SLOOPIPOINT } LAND DISTURBANCE LIMITS: 300,547 SF/6.90 ACRES
SETBACK VOLUNTEER F1RE ZONING: PD DISTRICT V
DEPARTMENT II BUILDING USE: OFFICE/SALES AND WAREHOUSE Z
DB 946, PG 2 13 BUILDING HEIGHT:
f PROPOSED OFFICE BUILDING: 16 TO MIDPOINT OF ROOF O
r PROPOSED WAREHOUSE: 22' W U
STORMWATER POND FOREBAY BUILDING SETBACKS: 100' FRONT SETBACK ADJACENT (g
- ;g9 ELEV.=43.50 TO US HWY. 17 & NC HWY. 210 Z U N
"1 100O�SP .=42.60 _ - - 10' INTERIOR SIDE SETBACK 4< m 0
STORAGE ELEV.=40.80 25' SIDE SETBACK ADJACENT TO m - LLI 00
40.00 SLOOP POINT ROAD W
r 10 15' REAR SETBACK z X Z O U
+ PARKING SPACES REQUIRED: O O O o dD z
>'§2 PROPOSED OFFICE BUILDING: Z R C W"
3,450 SF 1 /300 SF = 12 PARKING SPACES N _ .Z
TEMPORARY SILT FE�CE ~ p W-- O
PROPOSED WAREHOUSE BUILDING: W m Z o X H
7 OaOOO
5000 SF/4 EMPLOYEES/NO VEHICLES 1 PER EMPLOYEE = 4 J
wmZ
1 PER VEHICLE = 0 I 0
TOTAL PARKING SPACES REQUIRED: 16 PARKING SPACES X , J3 O
- POND LIVING5TONE a
+ TOT,41. PARKING SPACES PROVIDED: 17 PARKING SPACES m � -0 r" �
TABERNACLE REGULAR PARKING: 15
I� DID 2 92, PG 107 I HANDICAP PARKING: 2
lO
PROPOSED ONSITE IMPERVIOUS AREAS:
�
i� DRAINING TO THE STORMWATER POND
1 I OFFICE/WAREHOUSE
BUILDING ROOF AREA: 11,000 SF
f (INCLUDING COVERED PORCH)
hg 11 ASPHALT PARKING LOT/DRIVES: 18,500 SF
(INCLUDING CURB & GUTTER)
\ ehti ',, +N- 11=MPORARY SILT FENCE °
1 TO OF BANK ELEV.-43.50 -P bh
100 'EAR STORM PEAK ELN.-42.60 •hv
10 YE itR STORM PEAK ELEV.=42.01
TATf r
NC DENR SE 1" STORAGE ELEV.=40.80
NORMAL ELEV.=40,00
10' VEGETATED SHELF ELEV.=38.33 f I
BOTTOM EL�11.=34.00
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CONCRETE WALKS/PADS: 28,000 SF
ABC STONE: 70,200 SF
PROPOSED OFFSITE IMPERVIOUS AREA:
DRAINING TO THE STORMWATER POND
OFF SITE IMPERVIOUS: 6,600 SF
WITHIN NCDOT R/W ON HWY 17
TOTAL ONSITE & OFFSITE IMPERVIOUS 134,300 SF/3.08 ACRES
AREA WITHIN DRAINAGE AREA FOR:
STORMWATER POND DESIGN
TOTAL ONSITE GREEN AREA: 36,450 SF/0.84 ACRES
DRAINING TO STORMWATER POND:
% IMPERVIOUS .AREA WITHIN DRAINAGE: (3,08/3.92)x100-78.57%
AREA FOR STORMWATER POND DESIGN
TOTAL ONSITE GREEN AREA NOT DRAINING 83,036 SF/1.91 ACRES
TO THE STORMWATER POND INCLUDING WETLANDS
REQUIRED LANDSCAPING:
REQUIRED BUFFERS: SEE PLAN AND LANDSCAPE PLAN
BY OTHERS.
REQUIRED 8% INTERIOR LANDSCAPING: 6116 SF x .08= 489 SF
INTERIOR LANDSCAPING PROVIDED: 1200 SF
LEGEND
.�� -• PROPERTY LINE
-..�---^ LDL LAND DISTURBANCE LIMITS
- --- - - - BUFFER SEE PLAN FOR TYPE
TIC' TEMPORARY SILT FENCE FOR EROSION CONTROL.
NEW CHAIN LINK FENCE. COORDINATE WITH OWNER
TO DETERMINE THE EXACT CHAIN LINK FENCE
MATERIAL..
vs ws WETLAND BOUNDARY DELINEATION
AND SURVEY BY OTHERS.
WETLAND AREA TO BE FILLED. ANY REQUIRED
PERMITS WILL BE THE RESPONSIBILITY OF THE
• , • • • • • • • • • • • • • OWNER'S WETLANDS CONSULTANT.
NEW ONSITE ASPHALT PAVEMENT.
SEE SECTION ON SHEET C5.
NEW ONSITE HEAVY DUTY ASPHALT PAVEMENT.
.' ;: :' `:'c SEE SECTION ON SHEET C5.
NEW OFFSITE NCDOT ASPHALT PAVEMENT.
SEE SECTION ON SHEET C5.
NEW CONCRETE. SEE DETAILS AND
SECTIONS ON SHEET C5.
NEW ABC STONE.
SEE SECTION ON SHEET C5.
12° 00 EXISTING TREE
SAVE EXISTING THEE. SEE NOTE 1.
12' OTHER EXISTING TREES SHOWN WILL BE
REMOVED.
SCALE: 1 " = 40'
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DATE
12/5/05
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TEMPORARY SILT FENCE
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5URVEY REffERENCIE
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ARE 1N, -r,,IF LEYACT i OCA 'ON 1NDiCATED, ALTHOI S- '_ip DOLP5
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NOTES:
1. EXISTING TREES AND DUSTING VEGETATION OUTSIDE CURBS, AND WITHIN THE BUFFER AREAS
SHALL BE SAVED TO THE EXTENT POSSIBLE. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING
TREE PROTECTION FENCING AROUND THE EXISTING TREES BEING SAVED PRIOR TO BEGINNING ANY
CONSTRUCTION WORK. THE CONTRACTOR SHALL SAWCUT ANY PERIMETER TREE ROOTS THAT
CONFLICT WITH GRADING OPERATIONS. SEE THE LANDSCAPE PLAN FOR ADDITIONAL REQUIREMENTS.
2. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING AT 1-800-632-4949.
3. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY
MUIAEL UNDERWOOD AND ASSOCIATES, PA AND PROVIDED BY THE OWNER.
4. REFER TO PLUMBING PLANS FOR THE EXACT SIZE AND LOCATION OF THE WATER SERVICES,
BACKFLOW PREVENTERS AND THE SANITARY SEWER SERVICE.
5. ROOF DRAINAGE FROM THE PROPOSED BUILDING SHALL SHEET FLOW OR BE PIPED UNDERGROUND FROM
THE TO THE PROPOSED DRAINAGE SYSTEM.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE NC DOT
FOR THE REQUIRED INSPECTIONS ON WORK WITHIN THE NC DOT RIGHT-OF-WAY.
7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN AND DEVICES
DURING CONSTRUCTION WORK IN ACCORDANCE WITH THE MUTCD, AND NC. DOT STANDARDS.
N4405050E 35 0'
2" 4
E
TEMPORARY SILT FENCE
'5P 51Gt 1 Ijp,- -------
4 P
WETLANDS AREA MON,
4c 4b 11,677 SF/0.27 AC
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WETLANDS AREA
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6,324gk (L 90
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4.63
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ISE AREHOL E/W
28 F.F.E.=46.00
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43.07 -0
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SYSTEM DESIGNED
BY OTHERS
70 r
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g%# tl $a L" ELI a I L 0& 11
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tw YEAR sTMm PM UV.--42.W
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TEMPORARY SILT FENCE
FILED ADJUST AS REQUIRED
DURING DEMOLITION
AND CONSTRUCTION.
A?.
91GN
TEMPORARY STONE CHECK DAM
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TOP, OF BANK ELEV.-43.50 -P 4I
100 jjEM STORM PEAK &tV.-4160 a
10 YEAR STORM PEAK ELEV.-42.01
NC DERR STATE 10 STORAGE ELEV.=40.80
NOWAL',POOIL ELEV.-40-00
10' VEGErATED SHELF ELEV.-38.33 PA
BOTTOM ELM-34.00
DESIGNED E�
2- WASTEWATER OTHEO. .,V I
INSTALL THE I rinaarI RrTwFmz
THE PROPERTY LINE AND TFIE--EYJSWG
pNg CHAIN UW FENCE, REMOVE AND REPLACE
THE QWNG CHAIN,0NK FENCE AS
REQWTRED TO - INSTALL THE 2' FORCEMAIN.
REFERENCE THE TRI-PARTY EASEMENT
WHICH CAN BE PROVIDED BY THE
PROJECT OWNER. THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THIS
WORK WITH THE PROJECT OWNER AND
LAND rmwrg. PRIOR TO BEGINNING
CONSTRUCTION.
2* WASTEWATER DESIGNED BY OTHERS.
INSTALL THE 2m FORCEMAIN BETWEEN
THE PROPERTY LINE AND THE EXISTING
CMN LINK FENCE. REMOVE AND REPLACE
THE EXISTING CHAIN UW FENCE AS
REQUIRED TO INSTALL THE 20 FORCEMAIN.
REFERENCE THE TRI-PARTY EASEMENT _j4
WHICH CAN BE PROVIDED BY THE
PROJECT OWNER. THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATING THIS
WORK WITH THE PROJECT OWNER AND
x -UNELOWNER PRIOR TO BEGINNING
YCONS
-------
7 Sr
LT FENCE
3
PROPOSED
WASTEWATER
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SYSTEM DESIGNED 56
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SEPTIC SYSTEM
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LEGEND
PROPERTY LINE
STORM DRAIN
W
WATER LINE
ss
SANITARY SEWER
WETLAND AREA TO BE FILLED. ANY
REQUIRED PERMITS WALL BE THE
RESPONSIBILITY OF THE OWNER'S
WETLANDS CONSULTANT.
MAINTAIN A 1' MINIMUM SEPARATION
O
BETWEEN THE PROPOSED OR EXISTING
STORM DRAIN AND THE PROPOSED OR
EXISTING WATERLINE OR SEWERLINE. SEE
NOTE 4 FOR ADDITIONAL REQUIREMENTS.
SCALE: 1" = 401
0
40 80 120
L
DES. JAK III
CKD. JPN
DRINK EDB
DATE 12/5/05
C4

SAWCUT EXISTING SITE WORK NOTES: Y a m
1-1 /2" TYPE 1-2(NCDOT) ASPHALT PAVEMENT 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME: FAMILIARIZED WITH FIELD CONSTRUCTION CONDITIONS.
TRENCH WIDTH AS REQUIRED.
ON TOP OF 1-1/2" TYPE H BINDER SEE NOTES BELOW.
NEW ASPHALT PAVEMENT A ; .. TEMPORARY/PERMANENT 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS WITH PROPER
SURFACE COURSE. SEE .:-. AUTHORITIES AND SMALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING J
$" ABC STONE(NCDOT) NOTES BELOW FOR THE GRASS SPECIFICATIONSTRS• a �_ J
SPECIFIC REPAIR +rl O
EXISTING ASPHALT PAVEMENT REQUIREMENTS. 7�, y .a 1J .N. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED TO REMAIN a a � � �' (!
SURFACE COURSE " wyel" RESERVED ED VAN ACCESIBLE SIGN ADVERSE SOILAREACONDITIONS. ID Q' = O 2 Z
AD�IACENT TO 8' AISLES ONLY [ 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH. STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTIEJTIES, STORAGE TANKS, ETC. � � o c� Q � Z �
, 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES WITHIN LIMITS OF CONSTRUCTION. L: U
PARKING SMOOTH AND UNIFORM. U z j 0 ( -
' 1 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL �-
_ o a 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND ANY OTHER o a •� m
LIME: 45 LEIS. PER 1000 S.F. MATERIAL ABLE NSUITMAL.
SIGNS TO BE 0.000 STANDARD �� PHOSPHOROUS. 26 LBS PER 1000 S.F. U
C FERTILIZER: 17 LBS. PER 1000 S.F. Z ~ a W
ALUMINUM. BOLT TO TREATED WOOD
;:•,:-rF;; •... r----; 5. CONTIN E TILLAGE UNTIL A WELL PULVERIZED FIRM, UNIFORM SEED BED 5. MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION DEBRIS �r-1 -j U
NOTE: PAVEMENT SECTION MAY VARY _ a rM�� ALUMINUM POST WITH 3/8 CADMIUM %� Is PRI ARED 4-6 INCHES DEEP. Q N Z Y
DEPENDING UPON FIELD CONDITIONS. a �0P � PLATED NUTS, BOLTS & WASHERS. / 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. � REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. O � Lv Q � W O �
R7-g 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
CONTRACTOR SHALL COORDINATE BACK' h"' " IF CURB HEIGHT IS 8', THEN. 12• I 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 6. DISPOSAL• CLEARED GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM SITE AND
w OWNER & GEOTECHNICAL ENGINEER SEE NABC � BELOW F4 TSPPECIFIc �! "P '81" - 0 1:10 MAXIMUM SLOPE, SIDE r' �1 , GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F. DISPOSED OF IN ACCORDANCE WITH ALL APPUCABLE LOCAL AND STATE CODES. le � � 0 U)
/ FLARE A' IS Wr MINIMUM. WOOD CHIPS AT 500 LBS. PER 10DO S.F. U to a. cz (A
TO DETERMINE ACTUAL PAVEMENT REPAIR REQUIREMENTS. LOM AND BMIM - QWM JUTE & MESH AS PER MANUFACTURER L'1
'B2' - 0 1:12 MAXIMUM SLOPE, SIDE 3MM ON t� Il OMMIM 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL REQUIRED FROM OFF SITE w o �
SECTION. ASPHALT PAVEMENT R1=PAIR DETAIL P FLARE A' 5 7z MINIMUM. �D _ y� 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND U � � i- c!? h- �
FINISHED
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW OPERATIONS. i
NIS R7-8 GRAD AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW. 0
ALUMINUM OR TREATED 4 x4" WOOD POST. c0 tQ
ON SITE HEAVY DUTY ASPHALT PAVEMENT SECTION �� 9. INSPECT AL.L. SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED B, FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL SHOULD BE Z
I. ASPHALT PAVEMENT REPAIR ON NCDOT ROADS SHALL COMPLY WITH THE WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE O O
NTS APPLICABLE NCDOT DRIVEWAY PERA6T AID ENCROACHMENT APPROVALS. �• �OEwNuc r °• - OVER 609 DAMAGED. REESTABLISH FOLLOWING ORIGINAL. LIME, FERTILIZER PROOFROL.LED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST � �
2. THE ASPHALT PAVEMENT REPAR ON MCDOT PFSVM ROADS 3= PS Io ES 11xu� +' 3'R -1� -V�' ) AND SEEDING RATES. 989r OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY r j N Ld O
CONCREI[ 1 �' - 10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL Q N
SWILL BE A MMNIMII&1 OF 2 S 9.58 PLACED IN TWO (2) COMPACTED LIFTS MAXIMUM f FERTILIZATION AFTER PERMANENT COVER IS ESTABLISH& "
ON I3`-B25.OB BASE PLACED IN TWO (2) COMPACTED LIFTS OR 16" ABC e.. VAN 11. SEED FOR TEMPORARY ANn PERMANENT APPLICAilONS SHALL BE: CLASSIFICATION OF SP, SM. OR SC. FILL MATERIAL. 5 OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED
STONE PLACED IN TWO (2) COMPACTED LIFTS IN LIEU OF W-625.08 R m 1A PENALTY 20% CARPET GRASS IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95X OF THE STANDARD, PROCTOR MAXIMUM o � O
3. THE ASPHHLT PAVEMENT REPAIR � ON NCDOT SECONDARY ROADS �, I � � : $250 ��'�) 1 8 3/°'f11Pi 4 24% BERMUDA GRASS DRY DENSITY (ASTM D-898) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 989C OF
2" TYPE I-2 (NCDOT) SHALL BE A MINIMUM OF 2" S 9.56 SURFACE COURSE PLACED IN iw0 (2) I - I _ , _ I I _ 2osc TURF FFscuE THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A UNE OUTSIDE -�
COMPACTED LIFTS ON 5-B25.OB BASE OR 10` /IBC STONE IN LIEU OF M-10/10 WmAt `- DMPACM w • � r- - 10% CREEPING RED FESCUE �
ML
" 5'-»B25.OB 24% ANNUAL RYE GRASS THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 98X N m
6 ABC STONE NCDOT IMo MD I - 0� +� - - �!
(NCDOT) 4. ASPHALT PAVEMENT REPAIR IN OTHER AREAS SHALL BE 2' MAINIIMOJM OF i-2/I-1 +' $' 1 ' y� - � - y� *BEATING. SEED SHALL 9E HULLED FOR WARM WEATHER OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY {A5TM D-698) WITH THE UPPER 12 INCHES OF
• GPLANTING.ERMINATION
PURITY OF SEED SHALL BE A MIN. OF 9891 AND SUBGRADE BEING COMPACTED IN 6 INCH LAYERS TO 1009E OF THE STANDARD PROCTOR MAXIMUM DRY
SURFACE COURSE ON 10 Mt�StIAUM OF ABC STONE UI ACi�RDANCE WITH THE SECTION $L$II � - � I I I GERMINATION 51•fAl1 BE A MIN. of I35R.
u`� NCD07 STANDARD SPECIFICATIONS, CONCRETE SIDEWALK CONTROL JOINT DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE t/)
5, ALL SAWCUT ASPHALT PAVEMIENT' REPARR.S SHALL BE COMPLETED THE SAME DAY ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY.
IN "" ' THE � 01 '-Y MALE TYPICAL HANDICAPPED SIGN DETAIL CONSULT GRADING. FOR IF THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN
1 ASPHALTIC PREFO�D 3'R NTSADDITIONAL IN INFORMATION CONCERNING OTHER NSERVAPON ENGINEER OR SOIL CALTERNATIVES FOONSERVATION R VEGETATION ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
+ + � OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO COMPACTION IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
WELL LINGER LOCAL coNnmolvs, OTHER SEEDING sctlEnULEs MAY BE POSSIBLE. OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE SURFACE WILL
�� -,• ;, DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
1 I -
I -I � 1-III- COMPACTED SUBGRADE
N .
=I SAWCUT SAWCUT
1' SAWCUT EXISTING 1' M-10/10 W.W.M. � m 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK.
NOTE: PAVEMENT SECTION MAY VARY MIN. HALT PAVEME IN. �� ♦ ;
BEYOND TRENCH WIDTH BEYOND s�- '- 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTIUTIFS DURING V
DEPENDING UPON FIELD CONDITIONS. TRENCH REQUIRED. SEE TRENCH NEW ASPHALT PAVEMENT SECTION O CONSTRUCTION.
NOTES BELOW. SURFACE COURSE. SEE �*"
CONTRACTOR SHALL COORDINATE NOTES BELOW FOR THE WHEEL CHAIR RAMP 11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SUfRVEY INFORMATION FROM SURVEY BY
w/OWNER & GEOTECHNICAL SPACIFICNG REPAIR REQUIREMENTS. A A MICHAEL UNDERWOOD AND ASSOCIATES, PA AND PROVIDED BY THE OWNER.
EXISTING ASPHALT PAVEMENT TYPICAL SIDEWALK AND r O
ENGINEER TO DETERMINE SURFACE COURSE 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 0
ACTUAL PAVEMENT SECTION. WHEEL CHAIR RAMP DETAIL
Nis 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR DISCONNECTION OF ALL
EXISTINGUTILITIES WITH PUCABLE AGENCIESAND AUTHORITIES {•%
ON -SITE ASPHALT PAVEMENT SECTION ::=_;=� �' : �' '�
'`�,6 R3' MM1. 1/4" WIRE MESH
:«
N.T.S. �o� NOTES: ,i 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT STANDARDS. ()
O O o ABC STONE OR ASPHALT BASE. SEE 1 • SIDEWALK THICKNESS �HAI}L BE 4" UNLESS NOTED OTHERWISE. 2" -- 3' `' m ,
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH. COARSE AGGREGATE
NOTES BELOW FOR SPECIFIC REPAIR 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. Z
' REQUIREMENTS. 3• THICKEN SIDEWALK TO 6„ AT DRNEWI4YS. �` W
COMPACTED 4. THICKEN SIDEWALK TO 6 IN LAST 3 WHERE IT ABUTS PAVEMENT 1
8" NCDOT ABC STONE BMX FpL UTILITY TRENCH WITH NO CURB. 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY, PLANS DO NOT
5. 1/2 EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT TEMPORARY GRAVELLED REPRESENT A BALANCED EARTHWORK CONDITION. N O Z
ASPHALT PAVEMENT REPAIR DETAIL FOR UTILITY INSTALLATIONS COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, CONSTRUCTION ENTRANCE J O �
AT STRUCTURES AND AS NOTED ON SITE PLAN. 1 /8 R TOOLED N15 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR "RAM NECK" UNLESS OTHERWISE I` 0
NTS 6. PROVIDE A LAYN OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR STRUCTURE. ( STEEL POST SPECIFIED ON THE PLAN. INSTALL PER MANUFACTURERS REQUIREMENTS. (�
. ..:R_ :..` ; :- (SELF --FASTENER
N0�5. STEEL ANGLE TYPE)
W _ w
1. ASPHALT PAVEMENT REPAIR ON NCOOT ROADS SHALL. COMPLY WITH THE W � Z
APPLICABLE NCDOT DRIVEWAY PERMIT AND ENS APPROVALS. 1 /2" EXPANSION , > �' Q 00 co = ILL
COMPACTED SUBGRADE 2. THE ASPHALT PAVEMENT REPAIR REQUIREMENTS ON NCDOT PRWRY ROADS 30' MAX. SPACING JOINT MATERIAL EXISTING TREE EROSION CONTROL NOTES AND MAINTENANC► PLAN:
-III--III-I ui
SHALL BE A MINIMUM OF 2 S 9.5B PLACED IN TWO (2) COMPACTED LIFTS CURB
ON W-IM25.O6 BASE PLACED #N TWO (2) COA�ACTED LIFTS OR 16- ABC EXPANSION JOINT_ (E� � 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS SOON THEREi�F rM
NOTE: PAVEMENT SECTION MAY VARY STONE PLACED IN TWO (2) COMPACTED LIFTS IN LIEU OF $`-MOIL AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
3. THE ASPAI�.T PAVEMAtO+IT REPAIR REQUIREMENTS ON NCI]Of' S1f RIAADB _3 1 /4"x 1 " DEEP w/AN w V
.' ,,, OPERATION FOLLOWING EMERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY
j DEPENDING UPON FIELD CONDITIONS. SHALL BE A MINIMUM OF 2" S 9 se SURFACE COURSE PLACED I� two (2) 4. 1 8"R TOOLED JOINT a �- Z
CONTRACTOR SHALL COORDINATE C LIFTS ON Y-825.0I3 BASE OR td'-ABC STORE IN UEU OF I . �'• •` .• {• : / J y WEEK. RNY NEEDED REPAIRS WILL 8E MAl>E 1AAirlEDIATELY TO MANTAIN ALL PRACTICES AS DESIGNED.
SEDIMENT CONTROL -
w/OWNER & GEOTECHNICAL 4. ASPHALTT PA MOU REPAIR IN OTHER AREAS SHALL BE 2' YI�IM UM OF I-7, -1 : " •. ' ' BONE 1 2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT MUD OR SEDIMENT
SURFACE COURSE ON 14 MI ,1 OF W STONE IN ACCORDANCE WITH THE .� . r . NOTES: FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR SHALL INSPECT THE CONSTRUCTION
ENGINEER TO DETERMINE LATEST NCDOT STANDARD y� !� U
5. ALL SAWCUT' ASPHALT PAVEMENT REPAM SHALL BE COMPLETED THE SAME DAY , ti 1. SEDIMENT CONTROL STONE SHALL BE W
ACTUAL PAVEMENT SECTION. -t-- � ENTRANCES ON A DAILY BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL N0. 4 STONE.
5 OR 57 AND SHALL BE PAID FOR CD y
-{ IN WH>iCH THE SAWCUT IS ORN;INALI.Y MADE: fT THE CONTRACT UNIT PRICE PER TON ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS SHALL BE Q L)
SECTION A -A
SEDIMENT CONTROL STONE REMOVED IMMEDIATELY. Z 04
_j ON SITE ABC STONE SECTION C CTIO JOINTc DRIPUNE--� 777777 MULTI -DIRECTIONAL. FLOW 2. WIRE MESH SHALL BE HARDWARE CLOTH a m
N.T.S. BLDG.-STRUCTURE 19 GAGE MIN. AND SHALL HAVE 1/4" 3. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN ON THE PLANS TO TRAP
NEW 2' 6" NCDOT CONCRETE 3' MIT. STAKE MESH OPENINGS. SILT DURING. CONSTRUCTION. INSPECT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN W 04
PJ.A�I INLET PROTECTION WIx
CURB AND GUTTER NCDOT PROTECTIVE BARRIER -- HEIGHT ABOVE AND MAKE REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE Z 2
ROADWAY STANDARDS NO. GRID NTS I'- Z U
SIDEWALK JOINT DETAILS -� - STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
6" THICK CONCRETE (4,000 PSI) 846.01 REV. D NTS ,u _,_� STABILIZED, REMOVE ALLMATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT O Z v) � i Z
6x6--W2.9 X W2.9 WWM GALVANIZED TIE NEW PAVEMENT 2' 8' MIN. PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE W W Z
4" ABC STONE NC T INTO EXISTING 12' AREAS AROUND THE DROP INLETS. N
( DQ } AT EXISTING �'�- "-•.� �-�,t 5 Z 0 x O a ��
GRADE --,� r��I `�,. y 1., I ., ! I'1 v-- L� R 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE W 0 O
_ • , .. �.
ip : , 1/2"/FT
F04CE THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE O � a Q' � Z_
MINIMUM -- STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. J
TREES TO D SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A m I C4 -1
COMPACTED SUBG E it 2Z MINIMUM PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPT.INE. NCDOT CLASS B EROSION
5. INSPECT TEMPORARY SEDIMENT TRAPS / CHECK DAMS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL m a 3
6" DIA. STEEL CONTROL STONE KEYED !N REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
v PIPE BOLLARD DRIP LINE - THE AREA OF SOIL. DIRECTLY NTH THE TREE EXTENDING OUT TO AT 0.5' 60OX MARIFI FABRIC ACCUMULATED TO ONE-HALF' THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDLMIENT THAT IS REMOVED
c.I FILL WITH CONIC. THE TIPS OF THE OUTERMOST NICHES. OR FOETAL IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK
1. CONTROL JOINTS SHALL BE EVERY 15 FT.ND REMOVE EXISTING CONCRETE THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE
(MAX.)( ) CURB AND GUTTER. TIE NEW ELEVATION 43.50 SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY
EXPANSION JOINTS SHALL BE EVERY 50 FT. (MAX). PAVEMENT INTO EXISTING PAVEMENT SECTION SHALL BE EXP. JOINT TREE PROTECTION FILL ANY SETTLEMENT OF THE EMBANKMENT TO SUGHTLY ABOVE DESIGN GRADE. ANY RIPRAP DISPLACED FROM
• •a 2. PAVEMENT SECTION MAY VARY DEPENDING UPON FIELD PAVEMENT AT EXIST. GRADE. 2" S 9.5 13 THE SPILLWAY MUST BE REPLACED IMMED#ATI:LY. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN � s
a CONDITIONS. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTOR SHALL FIELD 3" 119.0 B MATERIAL NT5
OWNER & GEOTECHNICAL ENGINEER TO DETERMINE VERIFY THE EXISTING PAVEMENT 5" 9 25.0 i3 1T O O 1 ELEVATION 43.00 PERMANENTLY STABILIZED. REMOVE THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO 0 00
GRADE PRIOR TO CONSTRUCTION. IN ACCORDANCE WITH NCDOT STANDARDS �_ BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. CO co
ACTUAL_ PAVEMENT SECTION. 3 3 Z rn rn
;.; TURN LANE DETAIL SOIL OR EXP. ., ELEVATION 42.30 6, NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3 HORIZONTAL UNLESS T,) E
CONCRETE PAVEMENT SECTION NTS JOINT MATERIAL 4 OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE SEEDED AND STABIUZED WITHIN 15 DAYS. M
NTS w r7 O
7. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. ALL SEEDED AREAS WILL BE
CO FERTIUZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN ""� 0 O
2" NCDOT I--2 �, 30' TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER. f"'+a: 0)
` ASPHALT PAVEMENT D �%
12 DIA. CONCRETE 1 FT. THKX LAYER OF 5 EMERGENCY SPILLWAY AT STORMWATER POND 8. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION #F THOSE SHOWN ON THIS PLAN ARE NOT W
6 NCDOT ABC STONE ALL PAVQrIEM Ma#ticlNcs SHALL AROUND POST t stl EFFECTIVE. Z
BE WHITE THEIZI1IOPLASTIC. "'• NTS uj
1 WHITE MI I -SKIP N WHITE TURNSEE TABLE FOR ., �� 1 9. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE PROJECT IS COMPLETED. Z m O
ST01A6E AREA ;n � �a.
10. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT, ALL PERMANENT . MEASURES WILL BE WELL
ESTABUSHED BEFORE PROJECT CLOSE• -OUT. 0
MCDOT EROSION CONTROL NOTE: PAVEMENT SECTION MAY 45' TAPER STOW FILTER FABRIC 8' W F.S. FAIMfIC
PIPE BOLLARD DETAIL ��"V/ Z It
VARY DEPENDING UPON Ate, CENTERED TURN LANE BAY CROSS SECTION STEEL OR WOOD Posy 3. r N
r FIELD CONDITIONS. NTS W
IN LANE BAY. 11�(i' ,
IliCONTRACTOR SHALL COORDINATE DE GNI F SfTTLE11E�li - MIN. 14 Sx8 ST'w° co F- Z
/OWNER & GEOTECHNICAL04
ENGINEER TO DETERMINE SETtEED FOR STAN F .� FILTER FABRIC WIIRIE MESH FM STANDARD FABRIC w U
ACTUAL PAVEMENT SECTION. TURN LANE PAVEMENT MARKING DETAIL ti D A '4
ITS WEIR L Z Y Z
m 0 of WATER FLOW �i
ON SITE ASPHALT PAVEMENT SECTION '� " ,, 4' MIN EMPTYING STRAPS, '^ Q I~_
NTS 4" CONIC. SIDEWALK 21 SIDE SLOPE MW( " •
�- � ANCHOR FABIOG SKIRT TYPICAL 2 SIDES. w � m Z
2 MIT. t3 DEEP ds 4 WIDE �i N
fIL1ER FABRIC J
O
Z' - 6 " io - 1.1 SIDE SLOPE MAX 3 0)
-O„ 6" ASPHALT
2" I
1 1 /2 R 24" 24'
1'-s" 6" s" 's STONE SECTION NOTES: V+s Z
1 1/2"R 1 1/2"R 1. SYN. SCE FABRIC SHALL BE MIN. OF 30Id WIDTH WITH REMOVAL FLAP POCKETS, a
30 ID/W TEN+ SU 5'i LENGTH FIOR STANDAM FABRIC GRATE O
CLASS A CONC TEMPORARY SILT TRAP DETAIL �500 Z
.34k CLASS A CONIC. AND LB/IN FOR EXTRA sr TYPICAL 4 SIDES.
3 R a 3 12' 4 .3 R. 2 FAIMRIC SHALL CQHfTI�UOUS LFIIGTH. IF ,ROwTs NOTES:
a ° 3"R ARE NECESSARY. LAP FABRIC POST TO POST.
O T `�„R a _a O • o WIDtt INVERT 3. STEEL F`05T SFWL BE MIV 4' IN HIR70FfT AND R# OF THE
I e TURN DOWN SIDEWALK ] 1. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
TYPL
d a ' I • °' ' •-.. .. ° c- I NT$ 1 4'Dx125'UIO 3,200 CF 4 fT 41.5 -F E SMEL E THE OPENING SIZE OF THE EXISTING OR PROPOSED CATCH
R.' �D =ro . e 4. WOOD POST SHALL BE A MIN. OF 4' 01 ME09 AND
Q. r!. ..a.' 2 4Vx14O'Lx16'w 3,W4 CF 4 FT 40.5 4 IN DAMETM FASRIC SEAL BE FASTENED TO BASIN OR DROP INLET. THE SILTSACK WILL BE
d y P� M Nm LESS THAN #9 WIM STAB MANUFACTURED TO FIT THE OPENING OF THE EXISTING OR
3 5'Dx6O'I.X601W 7,200 CF 5 FT 41 1" LONG OR TIE WRES.
PROPOSED CATCH BASIN OR DROP INLET.
24" SPILL OFF CURB SECTION 24" FLOW LINE CURB SECTION
NTS NTS TEMPORARY SILT FENCE 2. TO INSTALL THE SILTSACK IN THE CATCH BASIN, REMOVE
CLASS A CONCRETE THE GRATE AND PLACE THE SACK IN THE OPENING. HOLD
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN NOTE: CUFR TYPES GRAM SFIOYYN Nis OUT APPROXIMATELY SIX INCHES OF THE SACK OUTSIDE THE
ON GRALOIN6 PLAN. GRADES INDK'AT'ING � GRtAOiHIG ��• GRADES INDIf1AT1FIG
FALL AWAY MM CURB SHALL Ii E SPAL NCDOT CLASS B FRAME. THIS IS . THE AREA OF THE LIFTING STRAPS. REPLACE
FALL AWAY FROM CURB SHw.L BE SPILL WF TYPE CLUIL WADES WWW cxmB
OFF TYPE CUREL GRADES INDICATING CURB ER05bN CONTROL THE GRATE TO HOLD THE SACK IN PLACE.
30" NCDOT CURB SECTION � FLOE 54AL BE FLOW LINE TYPE. ACCEPTING FLAW SHALL FLOW 801E TYPE STONE.
STEEL "T' P051' s'
NTS WW MESH FEND 3. THE SILTSACK IS FULL AND SHOULD BE EMPTIED WHEN
CMP R01G OOP THE RESTRAINT CORD IS NO LONGER VISIBLE.
NOTE: SEE NCDOT ROADWAY
STANDARD NO. 846.01 REV.D. RLIM FABR 4. TO REMOVE THE SILTSACK, TAKE TWO PIECES OF 1"
CURB & GUTTER 1' NOTEsr o DIAMETER REBAR AND PLACE THROUGH THE LIFTING LOOPS
se J ON EACH SIDE OF THE SACK TO FACILITATE THE LIFTING OF 05102
I 2" S 9.5 B PAVEMENT A O A 1. 2a AND SM ;; Flu. SLOT E THE SILTSACK.
n
` :, .,,': �r o_ Wrtlis GROUND LINE 5. TO EMPTY THE SILTSACK, PLACE IT WHERE THE CONTENT'S DES. JAK III
3 119.0 B `, `: :,'t, a' 2. SLIM IPMW SHAM IME MIlRo1 WILL BE COLLECTED. PLACE THE REBAR THROUGH THE LEFT
} r ; - • FILTER tYALFExT AI�r}�ut cKli. JPN
5 B 25.0 B FABRIC THE ME�i�CRI;IP- To ANCHROR D1c STRAPS (CONNECTED TO THE BOTTOM Of THE SACK) AND
Irs coNpIECTORs. , IN a Dorm a our LIFT. THIS WILL TURN THE: SILTSACK INSIDE OUT AND EMPTY DRWN. EDB
3. sTEEI. Pos1S smL 9E 5.-o, a THE CONTENTS. CLEAN OUT AND RINSE. RETURN THE
0 IN HEK*ff BE OF TIE SELF SILTSACK TO ITS ORIGINAL SHAPE AND PLACE HACK IN THE
CURB END DETAIL NCDOT CLASS A OR B Epp _ BASIN. DATE 1 2/5/05
FASTENER "i' S'ECTR01�i TYPE.
NTS EROSION CONTROL _
.. ; - - ��ea+eas
STONE
STEEL "T" POST
3'-0" 4" TO 6" #57 3' STAKE sPACING I I i ► • I� I Q`�••'••••• ,•
of o
STONE ON UPSTREAM �
COMPACTED SUBGRADE 6" �'-o" 6" SEE SITE PLAN STONE SHALL NOT �.r � •
FACE - �� '. • ••
1 1 /2 R BLOCK OR IMPEDEIwo
zFILTER
N ••
• • • • .y .�
NOTE: PAVEMENT SECTION MAY VARY PIPE FLOW FABRIC �. U Q� r �N. INN., I _. SILTSACK MANUFACTURED
,.
DEPENDING UPON FIELD CONDITIONS. 3 R 04 0� �' ON �8� � �' BY AFC ENVIRONMENTAL ��
A• d _ ... ... .... ... .. .. •
CONTRACTOR SHALL COORDINATE .• o O INC. OR APPROVED EQUAL. ti •.,..
W/OWNER & GEOTECHNICAL d 4a d. �, ,I SEE SITE PLAN SECTION A --A sTm "T" ' .• •. ti.: �,►/,�t;�31��s���`�`
04
ENGINEER TO DETERMINE a :, :p a .a.4: M f�oX� FABRIC STONE CHECK DAM
ACTUAL PAVEMENT SECTION. SEQjION A - A UNDER 1 �o'r � SILT
EROSION CONTROL, StDMIE.
SILT SACK
NCDOT ASPHALT PAVEMENT SECTION ` \ NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION PLAN VIEW NTS
FOR SLOOP POINT ROAD/SR1563 COMPACTED SUBGRADE FONT V1
N.T.S.CONCRETE GUTTER FLUME ENERGY DsSSIPATOR EAosLoly corITROI_
I NTS NITAROUND DROP INLET
NTS
I