SW8060909_APPROVED PLANS_20150126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 OU 89 0 °I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2015 01210
YYYYMMDD

SITE DATA
SITE/PROJECT NAME:
BAREFOOT SQUARE
SITE ADDRESS
1915 NORTH COUNTY DRIVE
ZONING
B-1 (BUSINESS DISTRICT)
BUILDING USE
OFFICE/WAREHOUSE
TAX I.D. #
R03307-001-094-000
TOTAL AREA (GROSS)
2.07 ACRES
BUILDING HEIGHT
20 FT (1 STORY)
SETBACKS:
FRONT
REQUIRED: PROVIDED:
35 FT 50 FT
SIDE (ABUTTING R-20)
25 FT 50 FT
REAR (ABUTTING 1-1)
NONE 20 FT
EXISTING BUILDING AREA
6,000 SF
TOTAL PARKING SPACES REQUIRED 25
TOTAL PARKING SPACES PROVIDED 16
PROPOSED BUILDING AREA
10,000 SF
REQUIRED PARKING
15 SPACES
EXISTING PARKING
15 SPACES
PROPOSED ASPHALT AREA
7,773 SF
EXISTING ASPHALT AREA
13,452 SF
PROPOSED CONCRETE AREA
4,066 SF
EXISTING CONCRETE AREA
1,670 SF
TOTAL EXISTING & PROPOSED BUILDING AREAS 16,000 SF
TOTAL IMPERVIOUS AREA
42,961 SF
LOT COVERAGE
47.6%
STREETYARD AREA REQUIRED
6,550 SF
(320' - 58') x 25'
STREETYARD AREA PROVIDED
7,169 SF
LANDSCAPING AREA REQUIRED FOR PROPOSED EXPANSION 622 SF
LANDSCAPING AREA PROVIDED FOR PROPOSED EXPANSION 773 SF
7.773 SF x .08 = 622 SF
EXISTING FOUNDATION PLANTING
REQUIRED 480 SF
200' x 20' x .12 = 480 SF
EXISTING FOUNDATION PLANTING
PROVIDED 500 SF
THIS PROJECT NOT LOCATED IN
A FLOOD ZONE
CAMA LAND USE DESIGNATION
URBAN TRANSITION
NO WETLANDS EXIST WITHIN THE
PROJECT AREA
CHARLES ROUSEY
DB 2327, PG 69
(ZONED: R-20)
35 t
30' DRAINAGE
EASEMENT:`
•
LINDA
H. ELTRINGHAM DB
2860, PG
119 DB 4166, PG
130
(ZONED: 1-1)
SUPPLY LINE FROM PUMP
TANK
MUST BE ENCASED IN 75'
OF
DUCTILE IRON WITHIN 50'
OF
EXISTING WELL - NO LESS THAN
25' SEPARATION REQUIRED
DUCTILE
(IRON MUST HAVE MECHANICAL JOINTS.
18" FES INV. 31.25
W/ 5'X10'X18" E.D.
NOTE: ALL ROOF DRAINS
SHALL BE DIRECTED
TO
FOREBAY OF
PROPOSED
SDMH No 2
STORMWATER
POND.
RIM 35.0
ADJACENT OWNER'S
INV 31.3
WELL
I
O eSn. I
18" RCP 34:'s =
34+4 20 SETBACK
0 20BUFFER
DMH No.1
RIM 35.2
INV 31.45
I11
N111♦
i�:1111�
�.
-A.0
svi
-.•II,
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t
I
10' MAINTELCE
.
.
EASEM
NORTH COUNTY
SQUARE
•� •
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(ZONED.
CI
•.
OTHERS
row
A
IOW,�N�T�����T�0110
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10' UT111I
EASEMENT
3 3 \
3 EASQA N --32�,
E O P- - - T x
r 30' - -3 EX'. TING A
17
�- - 9•y
EOP - - Q&TEL CQ TY u - -
WATER (50' PRIVATE ACCESS EA MENT - DB 1581, '8 14:
R/W- - - - - -
18" FES INV. 31.1
W/ 5'X10'X18" E.D.
NOTES:
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE SET ANDS ACTIVATED ON NEW MAINS UNTIL
ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 910-343-3910 FOR INFORMATION.
2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL',0PPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER 'METER BOX.
3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
4. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE
PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND
SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
5. WATER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON. MIN. 36" BURY.
6. SEWER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON.
7. SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
8. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
9. TREE PROTECTION/SILT FENCE TO BE INSTALLED PRIOR TO CLEARING AND GRADING.
10. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
11. LANDSCAPING CAN NOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT
CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUNFERENCE OF THE HYDRANT AND FDC.
12. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BU!LDING(S).
34.0
PROPOSED CONTOUR
- - 32 - -
EXISTING CONTOUR
?
EXISTING SPOT ELEVATION
As
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(ns
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
EXISTING TREE
(DIAMETER & DESCRIPTION)
-7SFX -
TEMPORARY SILT FENCE
MAGNOLIA INVESTMENTS, LLC
DB 2333. PG 368
(ZONED: 1-1)
18" RCP
RETAINING WALL REQUIRED
OUTLET STRUCTURE BELOW ACCESS EDGE TO
SEE DETAIL MEET ELEVATIONS
8' ACCESS, 1' OFFSET FROM PROPERTY LINE
C. B. JONES
TAX PIN:
R03307-001-005-000
(ZONED: 1-1)
24" CONC. CURB
AND GUTTER
N
EXISTING DI #1
FFENCE TO BE REMOVED I EXISTING R=32.0IM
AS NECESSARY 15" F.E.S.
.VIA
o INV. 31.50
6' HIGH SOLID FENCE
S 89' 05' 54" E 280.00'
3 MAPIL
-
15" CPP
`,
" x34.51
N.48
3'
EXISTING METAL BUILDING
213
TYPE V1 UP
(6,000 SF)
EXISTING REMOVE EXISTING
F.F. ELEV.=36.25
- -
DUMPSTER (CURB & GUTTER
AND
PAD 8'X8' MATCH SIDEWALK
TO
- -
IASPHALT
10'
MAINTENANCE
- -
y�
I
EASEMENT
HANDICAP
- -
/ RAMP
I
•
`
1082
��
(
I
IALT RhADWAY 33 NV=32.84'J CIF=''=33.14' -INV.
29.5'
DISTURBANCE
WATFR MAIN
BACKING STUf 4/ 15" _ FES INV 31.10
(1) 1-1/2" W/ 5'X10'X18" E.D.
SERVICE 18" FES INV. 31.4 DI No 1
W/ 5'X10'X18" E.D. RIM 33.5
INV 31.15 -10' EMERGENCY SPILLWAY
INV. 34.7
18" FES INV. 31.3
SAWCUT &RESTORE 50' TEMPORARY
ASPHALT TO EXISTING CONSTRUCTION ENTRANCE 18" FES INV 31.6
1-1/2" TAP CONDITIONS W/ 10'X10'X18" E.D.
BAR SCALE 1 `_-JO'
30' 15' 0' 30' 60' 90'
13)
14)
SURVEY PERFORMED
THOMPSON & JONES
CONTACT THE NORTH
BY VERNIE
SURVEYING
CAROLINA
E. CAVENAUGH JR., PLS (NC LICENSE No. L-4423) Ph: [phone]
COMPANY, 111 EAST FREMONT ST., BURGAW, NC 28425
ONE CALL CENTER PRIOR TO DOING ANY DIGGING. 1-800-632-4949
LIMITS OF DISTURBANCE
I ,
RITTER DR.
0
DR. I LOT
X
x
A
z
v
LOCAMN MAP
"or M Sc
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i I I I
r'I I III
Iil I I IIII
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I I I I III NCDOT DI NO. 1
RIM 33.5
I1�{ INV. 31.75
II Ii
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EASEMENT= --- _� ��__- J I I (/i 7�1 Ill
N 8W09 59 .0 89' 9 2 0 X 12" E.D ELL 34.43 33� zu it /� I I 1 1 1 • I I III II
J _ �'A TRAFFIC BEARING
CP -1 SWALE 12 RCP 3 .b III I I I I III NCDOT SDMH
INV. x35o° �� ,� I I I IIII RIM (MATCH FINISHED
INV. 33.05 15 FES o o I I I I" I I 1 1 I ASPHALT GRADE)
INV. 1-
INV- 33,0_ o Q1 I I I INV. 32.8
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C:\ED'S WORK\DESIGNER & OWNER CERT.JPG N I M 1 I I III IjnII
N REVISIONS
°{e Description
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S E A L
17374 QQ
DATE 1 /9/07
DESIGN PGT
DRAWN ER
c 1
SHEET 1 of 4
06071

10' NOTE VEGETATED SHELF TO BE PLANTED
6. -MINIMUM w/WE LAND SPECIES AS LISTED BELLOW
TOP OF BANK EMBANKM
EL 35.0
COUNTY FLOOD POOL EL "'
STATE FLOOD POOL EL 32.5
NORMAL POOL eD{� _ NORMAL POOL 17.. 31.5
EL 31.5 -HL
1 8 MAIN POOL
i FOREBAY 3
1
BOTTOM
BOTTOM EL 28.5
3
3 LOWER EMBANKMENT TO BE LINED
WITH FABRIC AND RIP RAP.
SOUTHERN - FOREBAY AND
DEM POND DR
NTS
A SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER
SPECIES TYPES: COMMON THREE -SQUARE SMARIWEED
DUCKWEED
WATERWEED
POND WEED
WILD CHERRY
SEDGES
10' NOTE VEGETATED SHELF TO BE PLANTED
MINIMUM
6'
TOP BANKEMBANKM
w/WETLAND SPECIES AS LISTED BELOW
EL 355..0
�
11 \
COUNTY FLOOD POOL EL 34.0
�1 8 AWN POOL
1 1 1 A BOTTOM
FOREBAY BOTTOM EL 28.5 3
1 LOWER EMBANKMENT TO BE UNED
WITH FABRC AND RIP RAP.
EASTERN - FOREBAY AND M EH110N POND DR
NTS
• SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER
SPECIES TYPES: COMMON THREE -SQUARE SNARTW®
DUCKWEED WATERWEEDD
POND WEED WILD CHERRY
SEDGES
12-1/2 GA. 1D
MEDIATE WIRES
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
J
4
o a I I ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
NOTES: � 3
I. FENCE FABRIC SHALL BE A MIN. OF 32' IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN uAmETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE
1 1/2- LONG
NTS
ULAR
EGTION
PLAN
4' SIDEWALK
30DO PSI 6'
CONCRETE CUT OR TOOLED ~
1 e•:r
JOINTS 4• 3�
P •�
6x6-10/10 W.W.M. `COMPACTED rI O m
• J 1 III-OIII;
SUBGRADE _
�-
SECTiON
CONCRETE SIDEWALK CONTROL JOINT
1/2- ASPHALTIC PREFORMED 3'R
EXPANSION JOINT
�1' 3
.� III-111, I I I In I _I V7 a
6x8-10/10 W.W.M.--- `-COMPACTED
SUBGRADEI I -I i
6' -1I (-
SECTION
WHEEL CHAR RAMP
TYPICAL SIDEWALK AND
SEEE PLAN FOR PIPE
ORI NfATI F-
-
-T
GONG. COLLAR L - W- -u� - J
7:1
2- SF 9.5A (NCDOT)
-5 1/2- B 25.0 B (NCDOT)
NOTE: DEPENDINGSUPONNFIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER do GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
e
DROP DETAIL.
in
'r• .hA•e.. .a.t
�4\1�►��i�i �i
l
ENERGY e
ATOR
RESERVED TO � I* RESERVED P SM.
HANDCAPPM PARKING SIGN
PARKING WITH IDDRD'FICATION SYMBOL-
BDLT TO WD. POST W/ 3/8' CAND
® PLATS) NUTS, BOLTS 1: WASHERS.-
9* x 1'-0' x .080 SM ALUM. SIGN
TO RAD MAXIMUM PENALTY $100,
GS Z-37.6'. BOLT TO WD. POST
WITH 3/8' CANDIUM PLATED
_ 12- NUTS BOLTS h WASHERS.
auas. PRESSURE TREATED 4'x4' POST
LEGEND AND BORDER - GREEN
WMIIE SYNBOL oN BLUE BACKGROUND FINISHED GRADE--
WHf1E 1-1/2 R(TYP)
MAXIMUM
PENALTY
$250 II 3/6'(TYP)
Y' 12' 1
LEGEND AND BORDER - GREET!
BACKGROUND - WHf1E
o:1E
FOLNIDATION
WTERME
DUCTILE IRON_PIPE/C-900
.PIPE BEDDING DETAIL
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE-
2- CONTRACTION JOINTS (CA.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 8' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2• EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS. AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15/ BLDG. FELT BETWEEN WALK AND ADJACENT
PARALUNG CURB OR STRUCTURE.
7. REINFORCE w/6x8-10//0 W.W.M.
CURB 30' MAX. SPACING
• e
PLAN BIDG.-STRUCTURE
JbINT TOOLED I/B•RI' DEEP TOOLED wJONR
ig1 //2PIE2XnPANSION
J l6- ABC STONE(NCDOT)
6' ABC STONE(NCDOT)
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
aE
COARSE AGGREGATE ,M
1
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
0
a
DD
BOTTOM OF
SPILLWAY EL
WHERE RUNOFF IS DIRI
AWAY FROM CURB GUi
SHALL SLOPE AWAY AS
CLASS A
DALY. PAR GATING - 1 • x 1 4'
ATYNPpE . CLIPS. AATgTM� 4 1- 4'
AND FACE�C� UDR. � FRAME
TOP OF BANK
EL 35.0
A
I-
18' RCPI
I
I
754 WEIR
GALVANIZE
p WIRE
0.75 DIAMETER
8 MESH .020 WIRE)
SECTION A - A BOTTOM 25.5
OUTLET STRUCTURE DETAIL
NTS
EXPANSION JOINT
HAND RAIL -SEE ARCH. REINFORCE ACCESS
W/ 6X6-10/10 W.W.M
(CONTRACTOR TO COORDINATE
WiTH ARCHITECT)
��, g• 8' ACCESS
6.
2 _ j5_ CONT. IN CONC.
FILLED BOND BEAM -
42' GALV. HORq JT.
MAX 8• REINF. O 8 O.C.
2' PVC DRAINS O 4'-O'
COVER w FILTER FABRIC FILL CORES SOLID w/GROUT
CLOTHS & NAILED O REINFORCING
TO WALL -
2 1/2e
1� 1
NORMAL POOL
Y- - 3'-9-
DRAINAGE AWAY FROM CURB
DRAINAGE TOWARD CURB
CURB SECTION
NTS
OF BANK EL o5.0
I EL 35.0
3 1LT
EMERGENCY SPILLWAY DETAIL
jl4 O 24' O.C.
�/4 O 12' O.C.
f-2' CLR.
3' CLR. #4 O 24' O.C.
2X4 WOOD
4
U-
WOpODD FRAME
-w/GRATE
A
NOTES:
I. AS SYNTHETIC FABRIC. USE A PERVIOUS SHEET OF NYLON,
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
(50 LB/ 11NCH ►NAIL)) -THAT CONTAINS ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS. FABRIC SHOULD 13E SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEIIPORARi'
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. IT MUST DE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2x4-INCH WDOO(PREFERRED)OR EQUIVALENT
METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PER ETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECUREJ.Y DRIVE THEN INTO
THE GROUND. APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
KE
Z
LAX WMER & EN&Y SPRM REVISIONS
7EMPORARY GRASS- TAL
SEEDNG MDrn1RE a{e Description By
jesm�y 9sff. 120
mH+mla1
Mrinuor Irpadsxo (Kobe In
PiedmmM mId Cowtal Plain,
Kmm in MountoLm) 50
Omit eM NePedm a Aewm of w PONY aarr b net to 06"
SEEDING DATES:
Ilnnlobr - Above 2500 It FAA, 16-YOF 13
Wow 25W IO Feb. 1-M\, 1
PWnwt - ,Im 1-Mgr 1
Ceoeli Ptln - -e•. 1�Ap. 16
SOIL AMENDMENT'S
Fabo foomman0etlgw of eN emt, m axob 7.000 a/mn Vo ay,Wd-
6" blmlo,r and T00 D/aoe 10-to-10 YWa
SPRING-SUMMERSPRING-SUMMER MULOH
PERMANENT GRASSING DETAIL AHRY 4A00 A= 50"" NHM
NG 104 SLAW BY DO" WIN AC7Yi7, ETIRe
SEEDMIXTURE OR A MULCH A on Wm WA06 ET 1FP,LY slMglf FA11 E
�' M7E aaml ABED AL A Mpoogm Aa NIpOWW LOLL.
>_ i®mU 30 MAINTENANCE
uu acjwAwm 10
t 110 lawaler Yrwa.iW'q .b not
fWW a0ep' im. RRnmL nr«Wbee owlmuml M-
SEED= NOTes TEMPOPCAiN SUMMER GRASSING DETAIL
1. WILE A NW APPWNMIR W 0 Wf I{7i A
LOICA 9Y MAY WOAACmWH 8 1 OMM q Dell OMIXTURE
As= IfMIE malml
SEEDW DAL) 'S 031W MEET 40
APR 1 - ALY /8 M TIE FW611M AND MOLUDIA , A S1M13113em VAMNEMffi HAW E
StiUBAAY A M1E OF 60 -VAC L
SOL AMENDMENTS SEEDING NOTES A
APPLY LINE AND IB = AOCOMM 10 SOL hEls, at AIRY node aeeA MOINOWe - MAY Is,ML 1s
iLIOLD AAEOLAK UMNIC E AND 30o Hyeen f0••10-/0 FyHt . PIDIDIR - MW 1-AL& 15
ONODL PAIN - AFL 15-NCI Is
MULCH SOIL AMENDMENTS
AWLY 4AODy eeN OMM sIS/WWt �LNOHT CLLEW O- MOM EINTANHE HOUR Im01sMM1D16 OF SOL MCI Q AIRY TA00 LN/A3E CORD ACR1L-
LNLOL NNJOW W DCWD NIM AWHNLT, ROAM ON NEMB OR IN __ AIR IM 1 MIE I0IE NO = 1$IME 10-10-10 MMLM.
WO A MACH AOOWD TOOL A 011 WOi WARE OI MEALY W IMINT (AN E
12310 AS A MUM AIOOWD IDOL MULCH
.
APPLY 4AW lB/AOE SIN-. NOOt SINW W! DOOO Wm ATNMT. EY1M4
MAINTENANCE ON A MLCH NOOWD TOOL A 00 Wm CAmB SFl MFNLY SINNWf 0W E
11® AS A MULCH NIOOIi TOOL
1f6s4� MAY
IDUOdWO /PAL WIN so WeMM 0 BWIN
W�AQ WN E Y0� ONLY OHM A IEYc
DM• OW BLFA AD MOW AS MR AS MEMEL MMNTENANLE
IE011Y1�i RYY MIVILRE LD♦ KMN 008HOW FUW�OIWR'N®. NtFB114� NO MAOI NF
FALL -WINTER
PERMANENT GRASSING DETAIL 1.4
sEEDI+G M DaURE TEMPORARY FAIL GRASSING DETAIL „I C)
FUA1llhW.aEMUEND rpIDWD W e1L 1111111 ON 20 �$ am [e/a l
�m " (Wain) 120
SEEDW0117ES
,wwSEEDING NOTES V
ALIM - O M7 MOINNAWB -NIL 15-OM 15
SOL AMENDMENTS CM40L PLAN a A PWDLe01N - AML Ifi-m 30 V L Cr
APPLY WE AM ,BM A=C 10 WILL X= OR AIRY 3DDD-s,Om Hyov. SOILiEND AIENTS
w ,LLstOHE LINEWM ME Of OW WPLA NO 1JW0 ta10-io LAMEM E A LA ON APPLY T•O-O l-10 COINO IDWOIL1iNYL ' /'�
uHESD1E AID 1A-e LO/AfIE Io-10-10 FfRi0D01t V iJ Ai
4MUwHA000 �/ese CMO SRW W MAKM COS! W AAOMN SMAILE �H I•i'�
" 111101
111 1 Awj SAIL W' ENA I W W AIIMT IOMq on NEIMD a o CAW- APPLY 4A00 , •e•,•^e WNW. MGIOR SLOG WI TARO WM AdRPLT, HE11ML O eD sti A WMU NOdWO 100E O -RI WM WAd6 Q low 101Of CAN O, A MUCH N-fOgIIRO 0WOL A dE WIm ll EEf IF//LY SIWION 6W E 0
E Usti All A WOI MIOIOAO TOOL MAINTENANCE
E AA�MUMw01rME D IDOL P�
MAINTENIIIINCE
10 �O< IEWs OIL APPLY 40 fl;/ . NONORN N AwwN �N4egrerwN aMd.nopw anm I,mwMoO6enV. TaFa� wn 500by/aelade O
0-4�s, q'EYM TOi If lWlLMllBl AND NGNUMIN SFLICR. I OS Olt i Ln /4 lMmisNw7 HiedwmIF It M W iaMlmY > aalY� ') w
RNLI AM aV K AI NCEIE,S SWD li W -EAR l�q IEWR� m Kaear, O �j
M 1M OIWAS T AFRO WIDYOaY. MNI WI A NOW W 1011M FmnUIMCHEII
All F•/�1•
w O
SITE WORK NOTES W 0
1. THE CONTRACTOR SHALL VISITTHE SITE AND BECOME FAMILIARIZED WITH EXISTING Z
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE-
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS PAP
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
ILSI
3. GRUBBING AND STRIPPING: CONTRACTOR SWILL RAKE ANDD REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN UMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COWITH OWNER AND THEIR GEO7TCHNICALREPRESENTATIVE
REPRESENTATIVE TO COORDINATE REMOVAL
OF ANY SOFT AREAS. A W
5. DISPOSAL CLEARED, GRUBBED. STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION, SHOULD COMPLY WITH GEOTECHNICAL REPORT. _
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PUN MAY NOT REPRESENT A BALANCED T`/1
EARTHWORK CONDITION. THE CONTRACTOR SHALT. BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 0
B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE n
PROPERLY PERMITTED FACILITY AS REQUIRED. !�1
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL O
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 11,
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE _� CO
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF )/`F/�
THOR INTENT TO EXCAVATE, IN WRITING, NOT LESS TWIN 10 DAYS PRIOR TO EXCAVATING.
CQ
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH Z It
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY WITHERS B RAVENEL AND SUPPLIED BY THE OWNER. ~I ,
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE FURTHERMORE ,--•H
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER 0
PRIOR TO INSTALLATION. 54
13. THE CONTRACTOR SWILL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT Xd) ledHIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COMER 0 .--1
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. �0 C'3
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 1--4 ILIy e q co
OF THE CONTRACTOR AND SHALL COMPLY Wf(H ALL REQUIREMENTS. r M� toaj
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING `/ 0 I I a
WORKMANSHIP. MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, UGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT z 4j z CV) co
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. ,� co co &
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT w �.1 1�- Z� W
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE F'4
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. +� �" I { o
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS 0 w
AND INSTALLED ED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. a (D a 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, WICK DRYING,
NNON
IGHT LEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
20. DUCTILE IRON SWILL BE CLASS 50. 0 e� g
21. CONCRETE FOR WALKS, CURBS AND DRIVES SFW1 HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3" PSI O 28 DAYS - AIR ENTRAINED. E•eI �H a U
22 FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY P D FOR
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
OR 12 INCHES OF COMPACTED SOIL
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST DE
OVERLAPPED TO THE NEXT STAKE
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BLOW THE GROUND
ELEVATKTN DOMMSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BIND A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET EROSION CONTROL
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCP.ED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. I 4D
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT UMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
'NSTALL ALL SECONDARY
CONSTRUCTION. EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFER BEGINNING ``11LIII I I JJAAAA7jA
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN f '•,`9 _
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER = $ E A L
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. -
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM 17374
ENTERING STORM DRAW PIPING.
7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO All. NEW AREAS TO BE GRASSED. �� '• "Tf:INLT%
8. ALL DISTURBED AREAS SMWl BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS �i �iO ,� _,,1` �$
SOON AS POSSIBLE BUT NO LATER ALL SLOP AREAS TO BE SEEDED NO LATER THAN 15 15 DAYS AFTER TRANCE ,�iPA7jACRE66gx
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REWIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CON . CTION. DATE 1 /9/07
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMP oN. DESIGN PGT
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING DRAWN ER
SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY A
OPERATION FOLLOWING EATERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS
ONCE EVERY ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN N
PRACTICES ASS DESIGNED. _
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FE(1r m
BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN TIC
SEDIMENT POOL NO LONGER DRAINS PROPERLY. C3
4. SEDIMEM WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECT* Q
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILLREPAI[1
5. ALL SRED AS EIyEED AREAS �WILLLL BE TFERTILIZED, RESEEDED HAS NECESSARY, AND MULCHED ACQDING SHEET 3 OF 4
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, 0607
DENSE VEGETATIVE COVER.

SITE DA.' A
SITE/PROJECT NAME:
BAREFOOT SQUARE
SITE ADDRESS
1915 NORTH COUNTY DRIVE
ZONING
B-1 (BUSINESS DISTRICT
BUILDING USE
OFFICE/WAREHOUSE
TAX I.D. #
R03307-001-094-000
TOTAL AREA (GROSS)
2.07 ACRES
BUILDING HEIGHT
20 FT (1 STORY)
SETBACKS:
REQUIRED: PROVIDED:
FRONT
35 FT 50 FT
SIDE (ABUTTING R-20)
25 FT 50 FT
REAR (ABUTTING 1-1)
NONE 20 FT
EXISTING BUILDING AREA
6,000 SF
TOTAL PARKING SPACES REQUIRED
25
TOTAL PARKING SPACES PROVIDED
16
PROPOSED BUILDING AREA
10,000 SF
REQUIRED PARKING
15 SPACES
EXISTING PARKING
15 SPACES
PROPOSED .ASPHALT AREA
7,773 SF
EXISTING ASPHALT AREA
13,452 SF
PROPOSED CONCRETE AREA
4,066 SF
EXISTING CONCRETE AREA
1,670 SF
TOTAL EXISTING & PROPOSED BUILDING AREAS 16,000 SF
TOTAL IMPERVIOUS AREA
42,961 SF
LOT COVERAGE
47.6%
STREETYARD AREA REQUIRED
6,550 SF
(320' - 58') x 25'
STREETYARC AREA PROVIDED
7,169 SF
LANDSCAPING AREA REQUIRED FOR
PROPOSED EXPANSION 622 SF
LANDSCAPING AREA PROVIDED FOR
PROPOSED EXPANSION 773 SF
7,773 Si= x .08 = 622 SF
EXISTING FJNDATION PLANTING REQUIRED 480 SF
200' x 20' x .12 = 480 SF
EXISTING FWNDATION PLANTING PROVIDED 500 SF
THIS PROJECT NOT LOCATED IN A
FLOOD ZONE
CAMA LAND JSE DESIGNATION
URBAN TRANSITION
NO WETLANDS EXIST WITHIN THE PROJECT AREA
CHARLES ROUSEY
DB 2327, PG 69
(ZONED: R-20)
35,
30' DRAINAGE
EASEMENT 5
LINDA H. ELTRINGHAM DB 2860, PG
119 DB 4166, PG 130
(ZONED: 1-1)
SUPPLY LINE FROM PUMP TANK
MUST BE ENCASED IN 75' OF
DUCTILE IRON WITHIN 50' OF
EXISTING WELL - NO LESS THAN
25' SEPARATION REQUIRED DUCTILE
IRON MUST HAVE MECHANICAL JOINTS.
18" FES INV. 31.25
W/ 5'X10'X18" E.D.
I NOTE: ALL ROOF DRAINS I
SHALL BE DIRECTED TO
FOREBAY OF PROPOSED
SDMH No 2 STORMWATER POND.
RIM 35.0 DMH No.1
WE ADJACENT OWNER'S
INV 31.3 WELL RIM 35.2
0 Rc,..1 1 INV 31.45
TSF" T• -. -.
34.4 20: SETBACK 34.0
20 BUFFER
LIMITS OF DISTURBANCE , T IPROP11ISED BUILDING
■ 1 1•• S.F.w�
K
r ►
•
NORTH COUNTY
SQUARE
B• (ZONE► • I 1 '
(') • VIP '
DESIGNED �
OTHERS
1,MOMM MAcW114ILiTiLl
Ow
Ow
EAS
•
•
► /
-29
1 ■
►
►.
VLI_
NOTES: (8) 1" METERS
W/ BACKFLOW
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL PREVENTORS
REQUIREMENTS. WATER METERS) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL
ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 910-343-3910 FOR INFORMATION. 18" FES INV. 31.3
2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
APPROVEC BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
4. WHEN PV; MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE
PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND
SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
5. WATER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON. MIN. 36" BURY.
6. SEWER SERVICE IS TO BE PROVIDED BY CITY OF WILMINGTON.
7. SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET
MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
8. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED.
9. TREE PROTECTION/SILT FENCE TO BE INSTALLED PRIOR TO CLEARING AND GRADING.
2" TAP
- 18" FES INV. 31.4
W/ 5'X10'X18" E.D.
SAWCUT & RESTORE
ASPHALT TO EXISTING
CONDITIONS
SITE PLAN
1" = 30'
BAR SCALE 1 "=30'
.i0' 15' 0' 30' 60'
18" RCP
OUTLET STRUCTURE
F- SEE DETAIL
PROP€
R NTIOS ND
POND
)2 SF
O C:I: r/j
06 - -Il :•
33T5
-BACKING STUB W/
DI No 1
RIM 33.5
INV 31.15
50' TEMPORARY
CONSTRUCTION ENTRANCE
90'
34.0
IFS
PROPOSED CONTOUR
- - 32 - --
EXISTING CONTOUR
• 29..3
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
- -
STORMWATER RUNOFF DIRECTION
°. •:: -,=
CONCRETE AREA
(17s)
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
EXISTING TREE
(DIAMETER & DESCRIPTION)
TSFX _
TEMPORARY SILT FENCE
MAGNOLIA INVESTMENTS, LLC
DB 2333, PG 368
(ZONED: 1-1)
RETAINING WALL REQUIRED
BELOW ACCESS EDGE TO
MEET ELEVATIONS
8' ACCESS, 1' OFFSET FROM PROPERTY LINE
C. B. JONES
TAX PIN:
R03307-001-005-000
(ZONED: 1-1)
24" CONIC. CURB
AND GUTTER
EXISTING DI #1
FENCE TO BE REMOVED I EXISTING RIM=34.0
INV.=32.0
AS NECESSARY 15 F.E.S.
o INV. 31.50 6' HIGH SOLID FENCE
S 11 05' 54" E 280.00'
15" CPP
" F34.52 34A8 3- 3
--- f _ - - ----J13:
_
- EXISTING METAL BUILDING
TYPE V1 UP
4' N - (6,000 SF) I
E Z 1 r
0� EXISTING REMOVE EXISTING F.F. ELEV.=36,25
I
tllt� t- I DUMP STER (CURB &GUTTER AND I
*'aj"L t0 � I PAD 8'X8' MATCH SIDEWALK TO - -
to 10' MAINTENANCE (ASPHALT
4' N [INK FENCE CEMENT - -
HANDICAP
RAMP
1 I2" � I I // 34.64 - 3159 -
1 � � � I � I
14 SF I I I I I 355 I
65 Ctl
4OPINE I
LIMITS OF DISTURBANCE /
17 II
/ 10' MAINTENANCE_
SOWER \ II EASEMENT' Q s WELL
'X5'X12" E.D.
34.93
-1=33.14' IN
-3
O
V15"FES INV31.10
W/ 5'X10'X18" E.D.
-10' EMERGENCY SPILLWAY
INV. 34.7
18" FES INV 31.6
W/ 10'X10'X18" E.D.
10. HYDRANTS MUST BE LOCATED WITHIN 8 OF THE CURB. 13) SURVEY PERFORMED BY VERNIE E. CAVENAUGH JR., PLS (NC LICENSE No. L-4423) Ph: [phone]
11. LANDSCAPING CAN NOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT THOMPSON & JONES SURVEYING COMPANY, 111 EAST FREMONT ST., BURGAW, NC 28425
CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUNFERENCE OF THE HYDRANT AND FDC.
12. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S). 14) CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING. 1-800-632-4949
N 89,09 59 Y 32i90.oN 89' 9EXISTING 280A ! ,XX ,6X12" E.D. 344
3:1 SWALE 12 RCP °°
5.02 '3509 35.33
INV. 33.15 - - - - - 15" FES
INV. 33.10 INV. 33.05 INV- .3 G_
S 89' 09' 59" E
SEPTIC TANK
& DRAINFIELD
Designer's 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: Phillip G. Tripp.P.E.
Daze:
Registration Number: 17374 SEAL
Property Owner Certification.
"I (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, I (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
Ncw Hanover County.-'
Signature.
Printed Name and Title:
Date
RITTER DR.
DR. LOT pRLEN
r
A m
0I
-1
n
r
m
A
x
= n
m
1
A
�
LOCATION MAP
NOT To SCALE
I
I I
I
I '0 J236 I i I III I 11
I I NCDOT DI NO. 1
RIM 33.5
INV. 31.75
� Ildll I 1
t Ili 0 I I/
I
I III �
III, III
,n o I � ,i t I III III I
_(Di^ II I I I `II III I.
o �2.80 I III
351z2 I�2.711 .., I -11 III
0p�; � i IIII III �
i II III NCDOT Cl NO. 1
1' PINE I� �+ III ill I RIM 34.7
it INV. 32.5
-343
LIS
O:
m o: Vi q IIII I " III I
v to
IIIIIP
to
to n JI111
a�II
t5" IP II; IIII
`U) III; II !II;II
35.12:�
34.74 IIII C� 1
33.20 IJ.6)//' � I I • I I III I I
PP Iy�llr, TRAFFIC BEARING
'• I I I qa ° NCDOT SDMH
RIM (MATCH FINISHED
to I L I I ASPHALT GRADE)
o
cai I I u, 1 1 I INV. 32.8
�toto
lil 11
O
�Q, P
t if
Ln
-
5-
3
INV. 33.0 I I o
II I I I> APPROVED
z' RTH CAROLINA ENVIRONMENTAL �
MANAGEME I COMMISSION
swiO(OWAock
O,o �,rt�5 tb^�
� I.0
to
RECEIVED
III I� II I�i' JAN 0 4 2007
I nR 5wD U
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION DATE PRINTED
DIVISION OF WATER QUALITY
//- J74A/- ZCt)� JAN 0 3 2007
REVISIONS
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S E A L
17374
�'� cREGO� •�•
DATE 12/12/06
DESIGN PGT
DRAWN ER
C 1
SHEET 1 of 3
06071

TOP OF BANK
EL 35.0
EL 31.5
TOP OF BANK
0.�
1
3
10' NOTE: VEGETATED SHELF TO BE PLANTED
- - - A
6' MINIMUMw/WERAND SPECIES AS LISTED BELOW
NORMAL POOL El- 31.5
�1 MAIN POOL
1 LFOREBLAY 3 i
3 BOTTOM
BOTTOM EL 28.5 3
LOWER EMBANKMENT TO BE LINED
WITH FABRIC AND RIP RAP.
SOUPHERN - FTSY MD DE1M PRID DE AL
NTS
• SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER
SPECIES TYPES: COMMON THREE -SQUARE SMARIWEED
DUCKWEED WATERWEED
POND WEED WILD CHERRY
SEDGES
10' NOTE. VEGETATED SHELF TO BE PLANTED
-
6' MINIMUM
S#
w/WETAND SPECIES AS LISTED BELOW
NORMAL POOL EL 31.5
1 6 LAIN POOL
BOTTOM
FOREBAY BOTTOM 0. �
AN.5 3 5.5
1
LOWER EMBKMENT M BE U140
WITH FABRIC AND RIP RAP.
EASTERN - FOREBAY AND DEM POND D91
NTS
• SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER
SPECIES TYPES: COMMON THREE -SQUARE SMAR/WEED
DUCKWEED WATERWEED
POND WEED WILD CHERRY
SEDGES
12-1/2 GA. 13
MEDIATE WIRES
O
I
1
NOW
a.
0
0
3
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
u �u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN %9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
Ilk
17;411fa-Cla1;
NCULIR
IIRECTION
PUW
SIDEWALK
0 PSI . 8'
�� CUT OR TOOLED v
JOINTS ' -I 1 4• 3"P
P
r III-III-III_III III= •,
6x6-10/10 W.W.M. `-COMPACTED .T '
SECTION
CONCRETE SIDEWALK CONTROL JOINT
1/2- ASPHALTIC PREFORMED
EMPANSION JOINTB+�
1.
6x6-10/10 W.W.M.-J \-COMPACTED
SUBGRADE
SECTION 6"
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
AWES-
1. WATER AR7ERS ARE 70 AF P)97M61E0 BY 711E CM7Y
2. ALL WA7ER MEW AWT br II WTMN PUBLIC
/71YA7'/T-OF MMM AW LI? £ 95MEIM
J WATER AE!7&S 9ML NOT BE LOCATED /N ORKWAYS
04S7 AM Ak7ER 8OX
A
.b
04
v A/••a• ��
a a•
/ •d
2" SF 9.5A (NCDOT)
-5 1/2' B 25.0 B (NCDOT)
NOTE DEPENDING UPONNFlELQ __C�NDIT)ONS.
CONTRACTOR SHALL LATE
w OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
1- x 1
� 1 1
i .
v_1_,
`?efLS 1�a 1
14N Eu'e�4!! lAi�
-tll� 11 e•
RESERVED KAI x 1'-G x KIND Sro. ALUM.
IO WAD 'RE PARKING SAY(
Wi l IDENTIFICATION!
'RESERVED PARKING'
BOL
PARKING `OUTOD.POST/ 3/ aD BDU ro UM POST W/ 3 S CANE
® PLIED NUTS, BOLTS k �ASFARS-
9' 1 1'-0' x .080 STD ALUM. SIGN
TO READ IAAXMUTA PENALTY f100,
GS 10-37.6". BOLT TO WD. POST
WITH 3/8' CANDIUM PLATED
12' NUTS, BOLTS k WASHERS.
!4 PRESSURE TREATED 4"x4' POST
LEGEND AND BORDER- GREEN
�. OVE BACKNMEOwA FINISHED GRADE-
1-1 /2"R(TYP)
MAXIMUM
0 PENALTY
$250 3/8•(TYP)
- 7.
r 12" -
LEGEND AND BORDER - GREEN
BACKGROUND - WHOM
NOTES:
I. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SINE AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK M 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15/ BUM FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE
1 7. REINFORCE w/6x6-10/10 W.W.M.
.A 30' MAX. SPACING
T,
PLAN BLDG.-STRUCTURE
1 INT/8-R TOOLED t-1/" DEEP
8"RI TOOLED wJOINT
EXPANSION
JbIN! MATERIAL /8' ABC STONE(NCDOT)
6' ABC STONE(NCDOT)
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
2__3" xr
COARSE AGGREGATE ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
al<r`
�l
BOTTOM OF
SPILLWAY EL
WHERE RUNOFF IS DIRI
AWAY FROM CURB GU1
SHALL SLOPE AWAY AS
CLASS A
FOUNDATION
MATERIAL
DUCTILE IRON PIPE/C 900
PIPE BEDDING DETAIL
LATE WIN ER & PPLY SPRMREVISIONS
TEMPORARY GRASSING DETAILy MDI TORE pa{e Description By
RATE (!/eaidA IF 1.00" IA. � a�' 120
STEEL PIPEE- A d RYo (rt ).--- 18" R Annuol 'M�peps:o(Kobe to
aiPis�)75' WEIR
DmR axwel Nibe. "Irl Axatlm M dryolvy owe 4 nal b/SEEDM OA�s:MunbAw - N I 2500 It Feb. 15-Yar1a
1 w., Beim 25W It Fd1-Yey 1PLAN PW&mGUV. BAR GRATING - 1" x 1/8' 9EAR114G BARS. FASTEN WITH Comil P1ula - Dea 1-AW. 15
TYPE J COPS. ATTACH TO 1 1/4' x 1-i/1' x1 4'GALVANIZED
OF SO L AMENDMENTS
ANGLE FRAME. MORTAR FRMIE TO TOP STRUCNRE ATTACH GALVANIZED WIRE
AND FACE OF WEIR -- - - -------- - / CLOTH OYER 0.75' DIAMETER Foe. IeeNlwreNOUN o eo ens « aooh $000 b/oo , pound opxYA-
TOP OF BANK / - 1 ORIFICE (8 MESH .020 WIRE) bx11 Mleelalle and 750 b/an 1D-1D-10 1.Iar.
EL 35.0 ----- SPRING -SUMMER
18" RCP iTI LL00D POOL°
PERMANENT GRASSING DETAIL
MULCH
ATE FLOOD POOL 32.
APPLr 4.OW ICIE SIWw. AIII2NSK STWX Of TAMM WITH ASPHALT NETINQ
-
7INV_31-1-
SNEDMG MDOURE
OR A MACH TOOL A DOIc NM BLADES SET NEARLY STRAIGHT CAN BE
�. �Jmi
USED AS A MULCH ANC OIw/G TOOL
POCADMA WOWAWSS 1D
INV. 31.5 HIOfIM�L POOL 31.5
ea� � toj�NP
MAINTENANCE
MLLET10ngfwmeEO
Onot�""�dIeftrwA Od IIxACNI In'
CUE
SUMMER GRASSING DETAIL
TEMPORARY
SEEDIAG NOTESTEMPOMM
GRAVEL1.
NEE A NEAT A PFAIYKE 6 D®ED GIRT sON ff LFILTER
� APl �PBOBRNr NDKOVMW ur ff�NON 5SEES �eB s
SSGBOTTOM
MBE �/NNm7
25.5
SECTION A - A -
SEEDING DATES0OYM1NILT
'
'0n
i I
STRUCTURE DETAIL
APRL 1 - J LY 15
N DE PECIOIB A D MOUNTAIN . A SMML-SMMM NRD VOM IEw EOUTLET
9B4RRG AT AOT TIDE Oi S01B/A a&SaL
AAMEENDwo+rs
SEEDING NOTTsAPPLY
NTS
LAC A D FBMM AMASON W SOL 7LSM4. NI /PRY A000 N/Nw
CAB= ADNDLYM IAESME NO SW b/mn 10-10-10 FFAIBOR
UMMUM - Ml 15-AUC 15
PENNIR - ANY 1-Am is
COASUL PLAN - APR. 15-AM 1a
MULCHSOIL
AMENDMENTS
RRY 4.000 !/aee AWI sBYNPt ®UNYFM COIfR a NDD61 NBB9E
RUDW� OB OF SOL TESSI o-1GA-PLLYY ZOM WALK LINED AWQL-
MLdIMHfDR B! TAdgDWIN AEIYIT. BOOK IOU NMM ION E/ EYEDN
N A MECH AIM*i FR IM A 0Nx NM N/OPS SET NFA/LY NRYNR DW ENHD
AS A MROx AIODFRD ION.
.0 n CH
APPLY 4A00 lB/ACE nyW NR710R SMw Bf 7JIOOD NM A77elT. IETNqMAINTENANCE
BLADES SET SIRNNR
OR A M LCH NbD1EN TOOL A OEMNM NEVIY
CAN EJ11.SED
AS A M LCH ANCOrMA ION.
-GelI�
M E
70doe NIRDBFEL EPWMERNSENIOS.
MO ED NLYAPAL
HM
ILA E MINED oar GALE A NEE A TEAT API4NMMICE BzOLSED.
MAINfENANf:E
NArt 9OLEA ND YOR a VIF1N a IEFDED.
REEDREaf MD MACH N-F�FALL-WINTER
(/�I-INFERnLY
EOLLOMO DO6O11 FU DOER DWWE�
1.4
EXPANSION JOINT PERMANENT GRASSING DUAL
SEEDING MDITURE TEMPORARY FALL GRASSING DETAIL
REINFORCE ACCESS �8 IMSE (I t2ml SEEDING MDITUREHAND RAIL -SEE ARCH. DTHREE BE( NNE T'D GRWe fbl e 7W/ 6X6-10/10 W.W.M TMF RERAwDNDDViEI= Z00 a (CONTRACTOR TO COORDINATE Rw (� 25 Rye (Wain) 120
WITH ARCHITECT) SEEDING DATESSEEDING8' ACCESS 1'om wW _ ANESO8" W AUGST - �' MOURrM 5 - NIL 1a-DEC. isZ SOL �cDAspL RAN aM PEDIMOMR - AU6 15-ED ]0S• ,, AERY LIE AND FIR M AM OD WY AOOo-6Aao yMN �� AMAENDMENTS
r -f•r -..: • NDMD AANL1LnnL LlESialE iNE IDMDt ROE ON sAFO! SGL� fl0t,00D Woad 10-10-1D Ep1DR 9DL 1ESI5 aR APPLr 2,000 ID/ALYiE Q10.RO NNMILTMNAL/1a WFSTONE NO 1.000 IH/ACRE 10-10-10 FEIDRIER.12 /5 COLT. IN CONC. -III III-III-11IJ I=1 oblN CH LL =1I�11 I =DC MME �NFI ED BOND BEAM - lay k � KT,ppjpMM laN . Nwvm OOR RT w moRT aNr-,PPLY 41,000,e'sn»N NICNDN slNr B/ rAclvD NDI AaEwLr NE11NLO
1NO NM A M IM CH ANCHO 100.. O OB NM NdDL4 9EE IEYLr SDEiNT ONI OR A MACH -//�C, WOL. A OL9 MAIN NIDFS SET NFA/lY SDUDHT CNI EE 1®tl A MAGI AlIO1101N: ION. DEED AS A MACH IIL1101NN 100E NanL�42" GALV. HORI7M. JT.BE`�B�/'_IMAX 8" REINF. O 8 O.C.MAI�iit MAI TENANCE
2" PVC DRAINS O 4'-D" FIRM2E ACLDIOD 10 WL Wars OR APPLY 40 blood NNDER N MM :W& old rOa im p� e e N .n.aaer,. TIys.M .N a0 a/aaoCOVER w/FILTERFABRIC /01 F MWR. 40 ! N S0gI NN 40 6 N NMMEER. FROM A 12-4-r, al R a0w in Mao R°o lt'o°ewl•^IN,OEAL FILL CORES SOLID w GROUT is+L OR SMLAN nRE FMMMR. OW FMMM M"XM N MAIN ,Iw 15. w««a .IN 00 D/eae Kobe (wuNlwN ald Coodd Plain)CL WALL ED & NAILED O REINFORCING � �sRDBDY � EPEM � « Kcaim (N urdahm) I..P.e.Aa is lad. FO IIwE w eern• Mold-E 2d-18 "/OZ
AS NEEDED
2 1/2(-1 0
1#4 O 24Ik
O.C. � NORMAL POOL #4 O12" O.C.STE woRR N01E5 Z' CLR
SLOPEDRAINAGE AWAY FROM CURB
DRAINAGE TOWARD CURB
CURB SECTION
NIS
BANK EL 35.0
EL 35.0
EL 34.7
31`EMERGENCY SPILLWAY DETAIL
-2.
1n'
CLR. #4 O 24" O.C.
3'-4"
i.
3.
5.
6.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, SUMPS,1 VEGETATION, DEBRIS, EXISTING STRUC URES ABOVE AND BELOW GRADE, ORGANICMATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.4. MUCKING: CONTRACTOR SHALL CREMOVAL WfIH OWNER AND THEIR GEOTECHNICALREPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.3"
DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.7.
F'�4
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT ANDESS/RETAINING
WALL SECTION
8.
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
THE CONTRACTOR SFWl FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITEPROPERLY
PERMITTED FACILITY AS REQUIRED.
O
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONSIN
OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
^
00
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OFTHEIR
INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11.
EXISTING SURVEYING PERFORMED BY WITHERS & RAVENEL AND SUPPUED BY THE OWNER12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORETHE
CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
O
PRIOR TO INSTALLATION.13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCTHIS
WORK UNLESS OTHERWISE DIRECTED BY OWNER.WOODFRAM(E�
14.
AALL VC USE MANS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
(G�
OWOOD
OR S7EE1. STAKE
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
�y O
C3
FABRIC
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
1• 4
S� .4.G .-4
CD
OF THE CONTRACTOR AND SWILL COMPLY WITH ALL REQUIREMENTS.
T h
0
�$-1 LL)
U)0jWORKMANSHIP,
LID u
t16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
co
y0LIEk_i;,r
Co}
,.:
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
+O H
- FTO
MAINTAIN SAFETY AND TWO WAY TRAFFIC.O17.
$-i
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORTRUNOFF
E f� - -
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALATION. ALL AREAS SHALL BE
0
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.0
O
O w18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
^
+10
D INLET
19.
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
jli.T
bO O
4
OSEDIMENT
IF GRATE
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,p..)
1�
"�
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
��
'+F''^
o
20.
DUCTILE IRON SHALL BE CLASS 50.
0)
O21.
o
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVESTRENGTH
,._.,
Of 3000 PSI O 28 DAYS -AIR ENTRAINED.Erl
WOOD FRAME
BURIED FABRIC SKIRT
WOOD OR
STEEL STAKE
GATHER
CESS RS
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ CINCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND ST ILIZERS. FABRIC SHOULD BE SUFFICIENTLY8. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
SEDIMENT POOL LiURLAP MAY BE USED FOR SHORT-TERMAPPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES• USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE
METAL WITH A MINIMUM LENGTH OF 3 Fi.8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP.DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEEF (1 VERTICAL TO 3 HORIZONTAL).2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE rONTROLIEDVINCLUDING
SIDE SLOPES DURING AND AFTER CONSTRUCTION.4D
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION IW n"!'I
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECH I VmINSTALL
ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BI:_'+'II,Ir.
I I I I I11/1/CONSTRUCTION.�/4.
ALL EROSION CONTROL MEASURES TO BE
EACH RAN.SILT
0\I
INSPECTED AFTER
FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL5.
IF APPLCABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BAST
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
S E A L
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
'DURING
CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM1737EENTERING
STORM DRAIN PIPING.7. A 4" LAYER OF TOPSOIL SHAL BE APPLIED TO ALL NEW AREAS TO BE GRASSED..
AS POSSIBLE BUT NO LATERTH DAYSTHAAFTE
DSTURBANCE.///I79.
ASOON
LL SLOPED 0 BE SEEDED LIT15 ER 15
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.DATE
12/Z7/O6
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRU N.ALL
PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
DESIGN PGT
MAINTENANCE REQUIREMENTS
1.
CONSTRUCTION ENTRANCE MUST BE MAINTAINED To PREVENT MUD OR SEDIMENT FROM LEAVING
DRAWN ER
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANDOPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE UONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MANT6'IPRACTICES
AS DESIGNED.
3.
SEDIMENT B SINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THESEDIMENT
POOL NO LONGER DRAINS PROPERLY.
4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BEZREPAIRED
AS NECESSARY TO MAINTAIN A BARRIER.
SHEET 3OF 335.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,OVO
C �7TO
DENSE VEGETATIVE COVER.
/
JAN 0 3 2007