SW8071026_APPROVED PLANS_20080410

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0110 2l0
DOC TYPE
❑ CURRENT PERMIT
x❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2c)0`5 0'-1 W
YYYYMMDD

SITE DATA FOR ALTERNATE
DISTURBED AREAL 3.13t AC (136,718SF)
IMPERVIOUS AREAS:
BUILDING: 13,530 SF
ASPHALT, CONCRETE, CURB & GUTTER: 35.878 SF
SIDEWALK: 1,733 SF
TOTAL IMPERVIOUS AREAL 51.141 SF
% IMPERVIOUS LOT COVERAGE: 37%
OLD MILL ]>-
ROAD v
PAM�ERID
�C\
VICINITY MAP
O�
00
PORT O PINE5
NO SCALE 37 7a BOOK 2G 18, PAGE 81 O
ZONING R- 15
x 37.86 x 35 66
POND WILL BE USED
AS A TEMPORARY
SEDIMENT TRAP. SEE
NOTE 6.
MIN. 3" #57 STONE
LINED W/MIN 3' STRITA OF FILTER FABRIC
X 34 37 >
• 37.79-38.06 7:96 . 37.67 , . 36.82 x 35.56 / • 34.84„
. s4@ 9 - -r-- 6 E3 3G.3ii 1 - - . as x 353J11552
• 37:7.67i%.44 8P -
x 37.49 1 \y 3Fiay�1 '�'T11F� �� \ s 6.3 5g 35.59
\ tt \ pp,, / x " 36.39" 6.04 x 35.35 X 35.12 . 35.40
- 1 x3�19 \ x3
8 3x 35.33
" 37.82 � \ " 3�.46
" 3Z9a x 3T82 1 / x 37.57 \ 35.11 . 3 3
x 37.94 x 3T82 38.23 -38- 03A
/ s E@.6d CI #7 39.75 " \
TOP-39.60 Cp \
38.a5INV=35.85 9'2
x � a/a O
. 37.75 x38. 9. \ -37.5
.10 a I 39.25
38 a \.r37.02 8.7 39.60
x 37J1 8.99 I \ CI #6
" 39 22 TOP=38.75 9.1 6.41 `dd'6.s1
x37.86 i ALL pROQOSED" \N INV=33.6 e.pc
+�NSP07S 70 8 DR 40.5 0
97 t1��Jl (�)tD1 COORDINATE 39.85
x 37.a6 I f pOWNSP T LOCATIt 2 41.00 4`1 f7 6
' 37.67� / 3 54 \ ",�p.POER .59
/ I I CURB 8" DOIN LIN 36ai7 a
a
x 37.a6 �8.6538.05' g 5 9.0
t3 {� 0 TRACTOR ° 3 .ag 5
40. e 1 2 LU FERMI TE 3" A/C36. 6$6
3z 3g az GRADE
00 GPM FLOW IL OR, 1.00 3 , a3.o C NSIATEATEx 4i.5
LEVEL SPREADER
FOREBAY (MIN 100 S.F.)
LEVEL SPREADER
(SEE DETAIL)
x 34.21
57 22 x 34.`P34.63 3.8
34 3392 33.
" 35.3�`.610 3a707-4`dF:�
GATED, 125 GAL.
e I I
IN APPROXI ONbkESST
41
�L STORAGE
=37.a
41 00
I 3
LOCATIOPI POUT DRAIN.
8 DOWNS
APACITY
a. 4 X939.
I
a .a6 TO
INV 27.1" B.F.F. .37.
6" sD
a ate-
558
a.a13 38.26 -3B
8.87
39.85
CONNECTION
"}}773 3 1
X 3 730 .863
\ 9.
n
/ N
3a.tT�ip OIL
I x 37.Z3.a7 I
F.F.E =42.00 3a.az
\
3f
IMTERCEPTOR BY LIMITS OF
37.2a ' 38178
DISTURBANCE
3a.
'COthyERAL
CNTRACT01�37.7s
•
• 38.11
\
''
�"
SILT FENCE
® 1 I
39. 5
3"111MITS OF
D13`TlBBANCE
R. 3a.ss C
" 38 85
3&86
\
38. 8.3838.52
41.10
40,80
"66
\ J}8i x 38.44
40.80
x 38 0
40.
3 0
x 38.45 4D.3
I
38.41
Cl #2 -38. 1
x 29
9.2
TOP=39.5
3935
\
P=39.5 3
4NV=35.9
15 RCP
'_11
V=36.25
15" RAP
x 39.25 \
40.00
15" "RG v0
s •-_
\ \
x 38.61 x 3&49
�D 9 38.
40.00
\ 9.5
x 39.24
_A
" 39.23
`-\
97
_
IN
-
NV-3
39
-8 Ri
_'4
39.4
_5
"
RR-AY_V I
-12
��
ioao.a3 =.. -
9.9
3 2
x 38.63
x 38.69
X11 3t3.b91
SITE DATA
BUILDING USE: FIREHOUSE
TOTAL SITE AREAL 3.50t AC (152,606 SF)
DISTURBED AREAL 3.08t AC (134.418 SF)
ZONING: R-15 RESIDENTIAL
PARCEL NUMBER. R03500-001-013-000
MAP ID NUMBER: 314905.29.4371.000
ADDRESS: 5911 MURRAYVILLE RD.
BUILDING SETBACKS: FRONT = 105'
BUILDING HEIGHT: 24.3V
BUILDING AREA 12,759 SF
REQUIRED PARKING:
1.5 SPACES FOR EVERY 2 EMPLOYEES- (11x1.5) 17 SPACES
1 SPACE FOR EVERY MANAGER- (3 MAN.) 3 SPACES
1 VISITOR SPACE FOR EVERY 10 EMPLOYEES- 2 SPACES
1 SPACE FOR EVERY BUSINESS VEHICLE- 4 SPACES
TOTAL PARKING REQUIRED: 26 SPACES (INCLUDING 1 HANDICAP)
TOTAL PARKING PROVIDED: 38 (INCLUDES 2 HC SPACES)
IMPERVIOUS AREAS:
BUILDING: 11.962 SF
ASPHALT, CONCRETE, CURB & GUTTER: 32,707 SF
SIDEWALK: 1,733 SF
TOTAL IMPERVIOUS AREA 46,402 SF
% IMPERVIOUS LOT COVERAGE: 30%
LANDSCAPING:
INTERIOR (8%) OF 32,424.45-2.594 SF REQUIRED 3,361 SF PROVIDED
FOUNDATION PLANTINGS:
PROPOSED BUILDING:
544 SF PROVIDED
-- -
x J403
54.67x24xO.12=157.44 SF
57.67X21x.12e145.32 SF
6
35.33x19.64tx.12=83.26 SF
x 34.51
TOTAL REAR- 386.02 SF REQUIRED
504 SF PROVIDED
19
RIGHT SIDE. 81xl6x.12a155.52 SF REQUIRED
242 SF PROVIDED
LEFT SIDE. 8lx24x.12m233.28 SF REQUIRED
875 SF PROVIDED
STREETYARD FACTOR 12
5j
PRIMARY: MURRAYVILLE RD.
(450) - (116.5) X 12 = 4.002 SF REQUIRED
5.192 SF PROVIDED
x3a
RCP
24" a
35.07
35.37 e
STORAGE OUTLET STRUCTURE
eLOG (SEE DETAIL)
35.44
`
7
I
x 36.43 \
X 35.42
:39
x 36.85 -3 1
"
I
I
�tCI #5
MICHAEL SHEARON
/ TOP=38.75
BOOK 2543.
INV=34.18
PAGE 984
I
39.25 1
' I
\ ZONING K-1 5
8.7
/
1
I
`
x'89197
x 36
\35.93
x 35.88
/
I
SILT FENCE ®
I36.
3s.2s
✓
I LIMITS OF
I
35 35.5t
35.
DISTURBANCE
39.60
I9.
5/'
.69
\
35.78
I36.97
x 3T68 \ x 36.51
EXIST.
\ I
\ '3
x 38:19 8 37 03 " 37. x 36.6 ; DRIVE EXIST.
X3r„J
INV-.5b.bo
-rm n�G
ALTERNATE SITE PLAN _ _ - - - ' 4 0 (45 M_Ph) _- - -4t_e2- - - 39.18
SCALE: 1 "=40' - "- - '-� - 73 0.3� O �-
41.r -- - v - - TREE 5Uf3DiVISION
- _ �`o CI � BENT
Z_ TOP=39.25
APPROXIMATELY
987TO THE - _ �- - - �- Q INV=35.68
R/W OF NC HWY 132
Designers Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover County
Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title:
Date:
Registration Number:_
Property Owner Certification:
"1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon receipt of
"Authorization -To -Construct" any clearing, grading, construction or development, will be performed
in accordance with this plan and that the applicable ordinances and rules of New Hanover County,
the State of North Carolina and the Federal Government and its agencies which are hereby made
part of this plan. As the owner, 1(we) accept full responsibility for the construction and operation and
maintenance of the proposed facilities. I (We) will not attempt to transfer this responsibility without the
written authorization of New Hanover County."
Signature:
Printed Name and Title:
Company:
Date:
38.01 / DRIVE
4• � 3810
x 37.85 � -
:..
x 37.99 .84 -
.96 - X 38.13
- X28.82-- x 75--_ .
-
(C RNN�---=39.�-------
APPROVED
- - - ---- NORTH CAROUNA ENVIRONMEN'191j1
-TEMPORARY MANAGEMENT COMMISSION
GRAVELED DIVISION OF WATER QLWM
CONSTRUCTION
ENTRANCE o
n
O
C
NOTES:
1.
THIS TRACT IS LOCATED IN ZONE "X" ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 3720314900 J DATED 413106.
2.
TOTAL SITE AREA= 7.78 AC.t
3.
RATIO OF PRECISION 1:10,000+.
4.
THE CLIENT HAS STATED THERE IS A GAS LOCATED
WITHIN THE RIGHT OF WAY IN FRONT OF THE SITE.
NO FIELD VERIFICATION WAS AVAILABLE, LOCATION IS APPROXIMATE.
THE PROPER UTILITY COMPANY SHOULD BE CONTACTED
FOR THE EXACT LOCATION OF THE GAS LINE.
5.
NO WETLANDS EXIST ON SITE.
6.
THE STORM POND SHOULD BE RETURNED TO ORIGINAL DESIGN
CONDITIONS UPON COMPLETION OF CONSTRUCTION.
LLULIYV
S�� V , \V C1 OF
- - - -
PROPERTY LINE
- - - -
RIGHT -OF WAY
PROPOSED CONCRETE
SD SD
PROPOSED STORM DRAIN
®
PROPOSED CURB INLET
EXISTING DITCH
--- --- - ---
- - - - - -45- - - -
EXISTING CONTOUR
PROPOSED CONTOUR
x 36.26
EXISTING SPOT ELEVATION
39.85
PROPOSED SPOT ELEV.
(TOP OF CURB)
9.3
PROPOSED SPOT ELEV.
(BOTTOM OF CURB)
- - - - - - - - -
LIMITS OF CONSTRUCTION
Designers Construction Certification: o CL1PP0�I N UN R I S 2 K U S K E& TU N S TA L L N O T E
�� ( O
"I have adequately observed the progress of the construction work required by the Authorization -to- `� •• S ••••• •'y �' g P
Construct, and to the best of my professional ability, due care and diligence certify that this work has 2; @ 9 �� CONSULTING ENGINEERS INC.
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY
A r�I 1 OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR
been completed in accordance with the latest New Hanover County Storm Water Ordinance and Storm ` • WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES.
Water Design Manual and the Authorization -to -Construct." 902 MARKET STREET PHONE [phone] THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
0iy •"�•�."'yGINE��"•Q��`' "'^ -�r� WILMINGTON, NC, 28401 FAX OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND
,-y ,[phone]
Signature: ��� A O i 1 TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CON -
Printed Name and Title: �Ltip � [e-mail] + TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT
1111S1EE1EE © Date: ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER
Registration Number.
NKT JOB# 07044 CONTRACTORS AND TRADES.
SCALE: 1" = 40'
0 40 80 120
Project No.
1236
Date
04/02/07
Drawn
Checked
Revisions
© sr � NNEWEL.
HITECrS. PA
MS DAMPING 6 111E PROPM OF
SIEWR-COOPErt-INW6L. N6ISIDLIS. PA
NO 6 S161DCr 70 FEDERAL C01IWOIR
EARS 7M ORWM NAY NOrE
RFYNODUOM PU69m OR USED N NIT
NAY MRH= THE NRIIIEN PUMEMM OF
STUV&r-CODPFR-NBVUL ARDICEC15. PA
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OLD MILL _
ROAD v
=..
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p ARME�E
?c\
KERR/'
VICINITY MAP
NO SCALE
I
�I C
M I
�I
n DUMPSTER SCREENED
11 I PER NHC CODE 9A
SIGN
TfP.
I 1 5TORAG
II
IRE
36I.5'
1
TI e°G"
I
�N
I �
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0
N
I1�
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I
-FOUNDATION m m I
PLANTINGS 0, I I
z 0II
I I I
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I1�
I II
I
II
I I
II
I II
— /26 FRONT SETBACK i J
J
PORT O PINE5
BOOK 2618, PAGE 81 O
N56'04'00"E
--- 293.82" -- --
--�--
--
I1I
I
'0
t
MII
DUMPSTER
iI
11
I
PER NHC
IIU
a
I�
Im
I�
I
O
4 r
, a
I
186,297 sq.ft.
4.28 ACt
(I
I
i•:' 1
FOUNDATION
PLANTINGS
I
o
MICHAEL 5HEARON
BOOK 2543,
PAGE 964
DRIVE
DRIVE
4d[00"� -
ALTERNATE SITE PLAN
152,606 sq.ft.
3.50 ACt
930.24"
M U RRAILLE RO AP -
_ _
__. (Gu PUBL�G-
I 4R
SCALE: 1 "=40' 480.24_ _ - �� _ _. __-
549'32"00"W 7E
--- - - -�
-- _--- ---- BDIVi5I0N
--�- - 755.40--- __— - _ -- _ _ _ -- BENT TREE 5U
APPROXIMATELY S53'it"00 W _---_ - —_ - - - -7
987TO THE _ - L
R!W OF NC HWY 132 - �-
_ O
- _ - SCALE: 1 " = 40'
70. 0 40 80 120
NOTES:
1. THIS TRACT IS LOCATED IN ZONE "X" ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S
FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL
NUMBER 3720314900 J DATED 4/3/06.
2. TOTAL SITE AREA= 7.78 AC-1:
3. RATIO OF PRECISION 1:10,000+.
4. THE CLIENT HAS STATED THERE IS A GAS LOCATED
WITHIN THE RIGHT OF WAY IN FRONT OF THE SITE.
NO FIELD VERIFICATION WAS AVAILABLE, LOCATION IS APPROXIMATE.
THE PROPER UTILITY COMPANY SHOULD BE CONTACTED
FOR THE EXACT LOCATION OF THE GAS LINE.
5. STORMWATER POND TO BE USED AS TEMPORARY
SEDIMENT STORAGE. RETURN POND TO ORIGINAL CONDITIONS UPON
COMPLETION OF CONSTRUCTION.
ORRIS, KUSKE& TUNSTAL111
i?
ONSULTING ENGINEERS, INC
902 MARKET STREET PHONE [phone] g
WILMINGTON, NC, 28401 FAX [phone]
[e-mail]
NKT JOB# 07044
LEGEND
- - PROPERTY LINE
— — — — — — — — — SETBACK
- - RIGHT -OF WAY
PROPOSED CONCRETE
HEAVY DUTY ASPHALT
LIGHT/NORMAL DUTY ASPHALT
NOTE
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY
OF ALL CONTRACTORS AND TRADES TO COORDINATE THE INSTALLATION OF THEIR
WORK WITH THE INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND TRADES.
THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND
TRADES. EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CON-
TRACT DOCUMENTS FOR HIS EMPLOYEES USE ON THE PROJECT TO ASSURE THAT
ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF OTHER
CONTRACTORS AND TRADES.
Project No.
1236
Date
04/02/07
Drawn
Checked
Revisions
© PALL
ARC-HUCTCTS,
7M MOW IS M PROPERTY OF
SIEWi1RF000PER-N0fIHL ARCIMImm PA
AND B SUUrr TO FOWL COMM
VMS. DO 0PAANIM IEW NOE BE
N"ORCED, KWIMM Oft USED IN ANY
WAY WHOM RE WRRRM PENOW N OF
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(OPTIONAL)
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\
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to
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12'-6"
CONCRETE PAD WIDTH
11'-0"
INSIDE ENCLOSURE WIDTH
4' S
♦ • _ S -d. q
d • -. . - <
d
8.CUBt, YARDzi
TOP AND END. d' a
m L09DV413 CON`TAINER.'
UL X 6'VVdX 6'-L3 Hd
.. 4 d. q
v d.
4 d.
a
d• • .
d
• •a� - .•d, - • G
4
•
`111 e •
• ad
° d
,d.
d .
D!_ PIPE BOLLA .. d
d: .� CONCRETE•. FILLED,-SET'AN E
CONtRETfi 3' • BELOW GRADE
EXTEND •4'" ABODE GRADE,
44 PAINT. 4.HA'YELLOW.•
CONTAINER ENCLOSURE PLAN
NTS
NOTE: SKIDS TO BE PLACED TO PROVIDE PROPER SUPPORT
ALIGNMENT AND GRADE AS SPECIFIED. CONTINUOUS
SKIDS MAY BE USED AS ALTERNATIVE. OIL, GREASE,
OR PETROLEUM PRODUCT MAY NOT BE USED AS
6' DIA. PIPE BOLLARD
CONTAINER ENCLOSURE
SHALL BE MIN. 8'-0"
HIGH WOOD FENCING OR
APPROVED EQUAL BY
NHC CODE.
" DIA. BY 1-" DEEP
RECESSES FOR GATE
CANE BOLTS. PROVIDE
ONEEACH AT GATE IN
CLOSED AND OPEN
POSITIONS.
i
DESIGN CONCRETE PAD
TO WITHSTAND 10,000 LB.
SINGLE WHEEL LOADS.
LUBRICANT. 12" OR LONGER STEEL CASING PIPE
TREATED LUMBER 120'
CARRIER PIPE
SEAL END OF A
CASING PIPE W
BRICK BULKHEAD�
60'
STEEL BANDS A
^�
PLAN SECTION A -A
PIPE CASING SKID DETAIL
N.T.S.
5' WW VARIES -SEE PLAN FOR ROUT V, 5'
FOR
WIDTH & LOCATION
IN R/W VARIES. SEE PLAN -PRO -_I E
FOR INDIVIDUAL LOCATION.
STEEL CRUSHED STONE
ENCASEMENT BASE WATEROR
RMAIN
SEWER MAIN
CASING WILL BE INSTALLED AT LINE AND
GRADE SHOWN ON PROFILE FOR EACH
CROSSING. BORING/JACKING TO LINE &
GRADE IS REQUIRED.
TYPICAL BORING/JACKING DETAIL
RESERVED
VACCESIBLE
ADACE14T TO 8'
PARKING
m
TO BE LARD
SIGNS LOBO STAND
ALU)MBOLT TO 10 WOOD,
UM.
ALUMINUM POST WITH 33//8 CAD"
PLATED NUTS. BOLTS & WASHk3t5.
I 1Y I
r ratRe�
LFf�1D Nn 0 001 - GFM
NOT SrAm 0 O LIE IVtl SID
�$
ALUMINUM OR TREATED 4'x4' WOOD
L-1/I7XiYP> +-v
MAXIMUM VAN
PENALTY 3/e'(m> u
9250
V
7"
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J. SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWPYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3 WHERE 1T ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
COVERS ARE REQUIRED AT 50 MAX. AT SIDEWALK JUNCTIONS, 1 8 R TOOLED
AT STRUCTURES AND AS NOTED ON SITE PLAN. / "
6. PROVIDE
iXWNG RBOF ISTRUCTUREELT BETWEEN WALK AND ADJACENT JOINT
1 /2" EXPANSION
URB 30' MAX. SPACING JbINT MATERIAL
EXPANSION JQINT (E.J.1
1/4"xt' DEEP w/AN
�1/8"R TOOLED JOINT
RIM
SIDEWALK JOINT DETAILS
NTS
2" NCDOT 1-2
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TREE PROTECTION
NTS
SEDIMEM CONTROL -� 3
STONE i'-6' 2'
6" ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
LIGHT/NORMAL DUTY
PAVEMENT SECTION
8" -}-26' MIN.
SECTION A -A
MULTI -DIRECTIONAL FLOW
INLET PROTECTION
NTS
2" NCDOT 1-2
1/4' WIRE MESH
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
NOTES:
1. SEDIMENT CONTROL STONE
SHALL BE /5 OR Y57 AND
SHALL BE PAID FOR AT THE
CONTACT UNIT PRICE PER
TON SEDIMENT CONTROL
STONE.'
2. WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1/4'
MESH OPENINGS.
8" ABC BASE COURSE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
HEAVY DUTY PAVEMENT SECTION
NTS
HEAVY DUTY TRAFFIC BEARING
FRAME, GRATE AND HOOD.
NCDOT ROADWAY SGNDARD
N0. 1i40.03 OR APPROVED
EWLu. NOTE IF PRE -CAST BOXES
ARE USED THE ODNIRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN LE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
CONCRETE
BRICK
4'
O 12' EACH WAY
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
FIG.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
RAINFALL, BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN
24 HOURS OF EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT
WILL BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF
#4 STONE TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A
CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR
TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL
INLET PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK
DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION WHEN
THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE.
SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN
EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY
STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE
STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8
FEET MAX. WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE
USED. IF ROCK FILTERS ARE DESIGNED AT LOW POINTS IN THE
S
BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
EDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE
DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT.
THE ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES WILL
BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST
BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED AND KEPT CLEAN
WEEKLY.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE
DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT.
ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE
REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR
BECOME INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED
WEEKLY AND WILL BE KEPT CLEAN.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL
BE STABILIZED WITH 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE
STABILIZED WITH 15 WORKING DAYS.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
TEMPORARY/PERMANENT
GRASS SPECIFICATION
6" THICK CONCRETE (3,000 PSI)
6x6-W2.9 X W2.9 WWM GALVANIZED
-4- ABC STONE (NCDOT)
I -III -III COMPACTED SUBGRADE
III-i I-� SEE SPECIFICATIONS FOR DENSITY
NOTE: 15NFTITRO(LMA I)TANDSHALL
E PBE ANSIONERY
JOINTS SHALL BE EVERY 50 FT. (MAX).
CONCRETE PAVEMENT SECTION
NTS
u7
J
U
N
CLASS A CONC.
ASPHALT --1
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LEIS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED
IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHEb.
11. SEED FOR TEMPORARY AND PERMANENT APPUCATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE
10% CREEPING RED FESCUE
24% ANNUAL RYE GRASS
•BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION
OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
3„Ri;,R
i
-1 f8"R.
CURB SECTION
NTS
1 /2"R
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED
TO RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE
SHALL BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS
EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR
SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS
WITHIN BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL
BE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698)
WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST
98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH
LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER
COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE
AERATED WITH SUITABLE EQUIPMENT UNTIL 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.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED
TO CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY
BY OTHERS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13, THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE SOILS REPORT FOR ADDITIONAL INFORMATION.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS.
PAINT SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE
III, FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND
ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT
THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED
DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A
MINIMUM SLOPE OF 1% AND BE SCH 40 PVC PIPE AS FOLLOWS: USE 4"
PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8
DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
Project No.
1236
Date
04/02/07
Drawn
Checked
Revisions
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POND #4
SCALE. 1 M-40'
24" DIA. OUTLET
INV. = 34.50 r
S87045'23"E
_ 155.87' t
S84.5910W L �3o RiTT.
36.19' R=iO'QD
N
804 s 4(3f
o B m 32$ N87.52'52"W 4 Ar-
75 69.46'
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
/4 STEEL REBAR SGALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY LAID
IN TOP OF BASIN
ATTACH SCREEN WITH
GALV. LAG & WEDGE
ANCHORS
1/2" OPNG. GALV. 01
ALUMINUM EXPANDED
METAL SCREEN
1.25" I.D. INLET PIPE
GROUT IN PLACE
INV. = 25.00
CRUSHED STONE
CONTRACTOR SHALL PROVIDE A TEMP.
XONE SCREEN AT OURET ORIFICE. STONE
BE ONE FOOT HIGHER THAN ORIFICE
TOP 37,50
—1.2'WxO.35'H WEIR OPENING
INV=36.50
—2.1WxO.3'H WEIR OPENING
NV=35.6
INLET 35.00
BOTTOM 33.00
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE (POND #4
10'
VEGETATED SHELF _
0 6:1 SLOPE
= III= I 1
3
NORMAL POOL = 35.00 m46 Ir.
E
BOTTOM 25.00 � II-� 1 -
j-1 2 FOREBAY
MAX BOTTOM = 33.00
POND SECTION (POND #4)
NTS
DETENTION POND NOTES:
1. RESTORE POND To DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION
OF SITE.
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 20% TURF FESCUE, 10% CREEPING
RED FESCUE, AND 24% RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3'
CENTERS.
1. PICKERELWEED
2. DUCK POTATO
3. SWAMP ROSE
POND #4 DETAILS
CONCRETE WALL
W/ LEVEL TOP
N
SLOPE= 1:
SWALE TO BE AT 0.005% SLOPE
(FIELD VERIFY TOP ELEVATION)
8" CONCRETE WALL
LINE W/ FILTER
FABRIC AND RIP RAP- <:•_< <..._., • ._�..,, . w
INSTALL FILTER FABRIC
AND RIP RAP LINED
CONCRETE FOOTER
FOREBAY
y y y y W y y W W y y y y
VEGETATION TO REMAIN y y y y y y y y y y y y y
CONTINUIOUS TO y y y y y y y y y y y y
PROPERTY BOUNDARY y y y y y y y y y y y y y
y W y y y y W W y W y W
y y ♦ W W y y W i y y y
y y y y y y y y W y y y
y y y y y y y y y y y y y
y y y y y y y .. y y y y
W y y y y y y W y y y y y
y y y y y y y y y y y y y
W y y y y y y y y y y y W
W y W W y W y y W y W y y
y y y W W y y W y y y W y
FLOW SPREADER
I
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DESIGN & BONON HERSN
PROVIDED
3» WATTS BACKF LOW PREVENTOR &
I HB3E- HOTBOX
EQUALOR
APPROVEDC-0b
6" WATER
3" WATER
6" SS_
IS
930.24,
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TOP OF BANK 4 L5 F 16STEEL CASING N
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WATER SERVICE SITE PLAN
SCALE: 1 "=20'
" RCP
1 FT. THICK LAYER OF
NWDT 157 STONE -
NCDDT EROSION CONTROL
STONE CIASS B
CROSS SECTION
FABRIC
MIN. 4• LINE DESIGN OVERFILL 6'
W/RIP RAP SETTLED
CSo1*A137 �a
FILTER FABRIC
— 21 SIDE SLOPE MAX
SIDE SLOPE MAX
STONE SECTION
TEMPORARY SILT TRAP DETAIL
BASIN llwalmm STORAGE ewe WEIR LENGTH
1 57.5'x201Yx5' 55"CF BFT
20'x10'x5' BORE P1:1L
LOCATED 7' FROM
PAVEMENT
1" WATTS 007 BA �TBOX ENCLO
CORRESPONDING H
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6"x 6" TAPPING SLEEVE
& 6" GATE VALVE
1 O' x10' x5'
RECEIVING PIT
LOCATED 5' FROM
EXIST. PAVEMENT
ORRIS, KUSKE& TUNSTALL
R
ONSULTING ENGINEERS, INC.
902 MARKET STREET PHONE [phone]
WILMINGTON, NC, 28401 FAX [phone]
officeOnkteng.com
NKT JOB# 07044
Project No.
1236
Date
04/02/07
Drawn
Checked
Revisions
®
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