SW8040107_APPROVED PLANS_20040513

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
USG
YYYYMMDD

DITCH
' STORMWATER DETENTION POND �,� �� t,q Se
TOP OF BANK 41.5 +' CONTRACTOR TO LOCATE SDMH No. 6 AT
CITY FLOOD POOL 40.25 +'j9 1 OR DOWNSTREAM OF PLASTIC/CONCRETE
' +,,�5 PERMANENT POOL 36.5 INV. 35.6537 JUNCTION. ENGINEER TO BE NOTIFIED OF �ti1r r APPROXI ATE LOCATION
BOTTOM 30.5 `Z..-„2 ANY CONFLICTS. N/F BULLOCK OF EXISTING 8" PVC SS
I
■ 'SDMH No. 6 DB 721 PG 95 STREETYARD I
TREE LINE a 24" CONCRETE PIPE +� RIM 41.0 1s ZONING: CB
+3915 '� INV 36.0 '� SDMH No. q� USE: RESIDENTIAL
■ �fl f' 3g36 } + RIM 40.5 5' CONCRETE A + + + 42.192 SIDEWALK
s- INV 36.59 3q
' - -- +,� ,4e o.aaeapm
,zq
++�'. I X '~ X _ `- TSF X ---- X LIMITS OF DISTURBANCE ` 5,v 2o3
20 EMERGENCY-- SPILLWAY .wf �- �j+ j
? I LEV 41.0 >.,, J� �X `X �� 4"
_ X X X X �� 9X , '2 39 f
EXISTING
WAY TO
a - '
++°' _X 1 a• REMOVED DAND EREPLACED EWITH
�' NCDOT CURB & GUTTER
20' BUFFER c V 1- - �- `-�j
L �-�1�PT`.J bq414U.2 � ��
OUTLET STRUCTURE; 18" RCP SDMH Iro. 5 + .q� (200) '� Z
r SEE DETAIL RIM 40.5 EXISTING PIPE/DITCH TO BE �1VOTE'- FRONT' FACE OF V o +* t 1240 Y ,2.51
+
" x INV 36.35 REMOVED AND BACKFILLED BUILDING HEIGHT IS 16' (25 _I 1
+' 62' WITH CLEAN SELECT FILL + °i �Q 4
• I j ,373 +
(� •` �' „ NOTE: REAR HALF OF 8 Cl ,ti•a .2 + + F e4 CITY OF ILMINGTON
+, e� RIMN41.25 + M + ,34 ONE + + " .
BUILDING HEIGHT IS 24 : O 75 .� .� 43
W +ab ; �. q7 +,op 6 INV 38.5 �- WAY ��
CONCR APRON;
ti
REFEREN E DETAILS ON
to
' • • , \, -' Mp1g3 +4 4 •y Q1 r�l'..ILEi C
LL E h t I
• 15� PROPOSED BUILDIN y
cn 37.5 v� . 1, r� 1
0 V ~ +..s RIPRAP STABILIZATION, ELEV \ \ 15,000 S.F. ` R25' ,gin ,3� A
35.5 + f 9 �o • . 4 TEMPORARY GRAVEL
L� `� F.F.E. 42.E 4' \ \ \� �. \ \ ,\ ' �'�, 6
' x • +_ +°76 �.4 CONSTRUCTION ENTRANCE
( ,�
(600) '
o NOTE: 31 \ \ \� n \,4 ,3 '
37.5' r INSTALLATION OF PROPOSED BYPASS SYSTEM I \ �ti�` I p 1
O TO Bt COMPLETED PRIOR TO REMOVAL OF _ " •02°` 43.4726
�\; �; m, ,_�=� 1 24" PIPE �II�- FILLING OF D CH-
_ ' 18" FES w \ _ % \ : ii c�v
a _
, 1 1 ,1 f , :
XLij��,_ �L �+' +=1'63 10 x15 .18/ ED 11tiE''. .. _; + �` ? eL\ WHEEL STOF� +,sue' j6+. (885)
y ; ...� \ Cl No. 2
�v. TS 33pin _ INV 36.5 + 34� +`Q RIM 41.5 (TYPICAL) o +,, +, ONE -i
EXISTING DRIVEWAY TO BE
1 0 ' 15' \ '1A�. ��. WAY 43
z� INV 38.2 A �� �- REMOVED AND REPLACED WITH
4 S8 NOTE' \ + TYP '' s a I NCDOT CURB &GUTTER
s 25 ( }
z'� ;;�,n4, .S• nP r� ROOF DRAINAGE TO BE ROOTED +,y6, O '6" S SERVIC ® 0.6 . MIN o 150 I \ '•4 S26.03`00"E 1
TO FOREBAY OF PROPOSED
DETENTION POND 1*@`�' CO (250) (250),,,,, �r, + - a a , 12D.68'
+' S 9 L(250 + O CONTRACTOR TO VERIFY EXISTING SS
`'� ,r -. j + 1 1 ' 1" WATER SERVICE �r -- -- + 'y SERVICE TO BE 6" AND AT
36 MIN. BURY
' 18 RCS +'tiS2 ,�3,b7 ` \ 28 pine A +•+j6 4Js I ACCEPTABLE DEPTH TO SERVE
` 1 •"° n� 4° �s �j` FFER'�■': �' lE� PROPOSED BULL ING. CLEANOUT TO
13 pin UNDERBRUSH THINN P'r'� C �� \ `+ B °° g +"° ' B RELOCATED 0 SHOWN LOCATION
' ` �1I� + CiCPPR(3�EIMLY 30' 1 \'`'' _ DLO + M1y' LIMITS OF DISTURBANCE, ,� 03• ,
4as7°°
+,33965 f.4'i3.95t4 414372 '' a]`' •�
-_4°J \ '`� f37.95 , + I_ Q ` =,,2 +nAl +4 2l� C56�L1�f �-. EXISTING SS `
1 4 pine +�' 1 J 2
\ +.,� I L _ 9 f �'.� 143+54�I� .,,, - STREETYARD CLEANOUT
RCP \ E " 1 " 2 W F IU " ,
\ SDMH No. 2 1 ELEV 1 + - r �rj4 56 2 I (WATER METER TO i BE
RIM 40.5 ,�� oak - (S �w. r- EXISTING GRAVEL /'" L �+ RELOCATED OUTSIDE
\ \ NV 36.8 X 15 pine TSF �� � 10 x10 DUMPSTER PARKING AREA / ,..SSA 1OF SIDEWALK
\ ` 0 2p• �►��� X I NSF X + SDMH No. 3 PAD w/ SCREENING I M NIMUM 10' LANDSCAPED STRIP ' 3`"'� "'` �'�q + 44.1317 `t '
B\ err i RIM 41.75
BETWEEN PARKING AREAS
SDMH 41. 7
� RIM 41.75 I
� 4 37 E `+,°.� INV 37.24
r 1�j55 0 INV 38.0p97 -
�� • EXISTING `WATER SERVICE I I
DITCH \ +457 �' + d TO BE EQUIPPED WITH CITY j
\ 24" FES OF WILMINGT`O�N APPROVED
\ �J� SDMH No. 1 INV 37.5 ,Z 7q +,z71ACKFLOW PREVENTER F �`
RIM 40.0 CONTRACTOR TO LINE OPENING TO I + I .4 I
i N INV 37.25 FES WITH FABRIC AND CLASS B 1 STORY ,
\ +µ7RIPRAP AND MAINTAIN POSITIVE SLOPE I I
\ 1 BUILDING
\ \ I
I ___� \ \ NOTE. I ,, 4 :' 30
\ \ PRIOR TO FILLING OF EXISTING DITCH, STANDING b`
\ WATER TO BE PUMPED THROUGH A FILTER N F CDTTLE j +,�.341 +,2.37=+4„476 I W
(VEGETATED UPLANDS) BEFORE BEING RELEASED /
\ \. TO WETLANDS ON OR OFF SITE. DB 1168 PG 1120 I N/F COTTLE
DB 1 168 PG 1 120'
I ZONING: CB ++=z= ZONING: CB }
\ I USE: RESIDENTIAL I I
N/F CAMERON I I USE: COMMERCIAL ' Z
N
PROPERTIES /F COTTLE'+
- - -- - - - _ - - - - - + _ r-•a
ZONING: R-15 DB 1880 PG 768 .3b� �
USE: VA ZONING: CB
I CANT N/F BULLOCK USE: VACANT FIGURE_ 1
I DB 721 PG 95
ZONING: CB ��•'
USE: RESIDENTIAL 19 pine ■
r
+ rk a;
N BARE004
�--
cD R UNDISTURBED '
�,�;,< 01 20' BUFFER W
P +ry
rr-1`rr
+
110 Ilk
■
` lose g pine
-4 I . 1
N/F CAMERON \ Z
PROPERTIES ' `', \ 11 oak '
ZONING: R-15 T _ Z.
USE: VACANT O
N 38 U
12 pine
3e ,
%r) r
+ 6 r,�3
FIGURE 2 DITC
■
+ 7r1 Re iremibnt'
N/F MILLER
DB 1369 PG 1575
ZONING: CB
USE: COMMERCIAL
SITE DATA
ZONING
CB
BUILDING USE COMMERCIAL
TAX I.D. # R06511-001-011-000
TOTAL AREA (GROSS) 1.99 ACRES
BUILDING HEIGHT:
FRONT HALF 16'
REAR HALF 26'
SETBACKS
ADJACENT TO CB: ADJACENT
TO R15:
FRONT 30'
SIDE 6' SIDE
20'
REAR 10' REAR
25'
PROPOSED BUILDING AREA
15,000 SF
TOTAL PARKING SPACES REQUIRED
38•-60
TOTAL PARKING SPACES PROVIDED
45
PROPOSED ASPHALT AREA
18,166 SF
PROPOSED CONCRETE AREA
615 SF
TOTAL IMPERVIOUS AREA
33,781 SF
LOT COVERAGE
39%
STREETYARD AREA REQUIRED
1,512 SF
STREETYARD AREA PROVIDED
2,125 SF
LANDSCAPING AREA REQUIRED (.08%)
1,453 SF
LANDSCAPING AREA PROVIDED
2,550 SF
FOUNDATION PLANTING REQUIRED (.12%)
192 SF
FOUNDATION PLANTING PROVIDED
225 SF
THIS PROJECT NOT LOCATED IN A FLOOD
ZONE
CAMA LAND USE DESIGNATION
DEVELOPED
LEGEND
-
EXISTING CONTOUL`
.�
EXISTING SPOT ELEVATION
0
P
'_LEVATION
r
PROPOSED SPOT
TSF
X
TEMPORARY SILT FENCE
®
CURB INLET w/INI.ET PROTECTION
-� -�
STORMWATER RUN)FF DIRECTION
(125)
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
(125)
STREETYARD w/APEA
CONCRETE AREA
FOUNDATION PLANTING AREA
y
EXISTING TREE
P
EXISTING TREE T( BE REMOVED
1 APPROVED -4�
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
RECEIVED DIVISION OF WATER QUALITY
IS- MA`1 - zau4
MANY 11 2004
DWQ SITE PLAN
PRQJ # SGU eb 4o io7 1" = 20'
BAR SCALE 1 09==20'
p : WETLANDS DATE PRINTED
J MAY 1 1 2V
20' 10' 0'
VICINITY MAP
NTS
20' 40'
BISHOP & ZAPPLE, LLC.
AD RQ ESS
2831 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
r
m
REVISIONS
Date Description By
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S E A L
17374
CRl p�
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DATE 4-16--04
DESIGN PGT
DRAWN MBH
C.1
SHEET 1 OF 2
03102
1
f f T` �• -i i
1 - r-
,I
-.
•') s�tlil�
+.; <
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c. `!
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h 1 ! ! 1; it
t.,
n
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-
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5, y r
r. i 1 .7 5 :+ ••.lr :
1 . '. 11 . ,' � ' �f!-� J: (� �:I.

__. • .'�. �!..._'�r.'i•i.g'7.1 _I.i.e �L+�.:��",;7 �'F,I�:r i.1 L�1.
2" TYPE 1-2 (N000?)
- Ir ABC STONE (NC)OT)
NOTE:
�
&I�W�PVIMVSECrION. PAVEMENT SECTION
In
WHERE RUNOFF IS
SHALL S�OPE CURB
CLAS`
DRAINAGE AWAY FROM CURB
CLASS A CONC.
ASPHALT SLOPE 2
3 3.. r
:; fed.. ;r. •:. I
DRAINAGE TOWARD CURB
CURB SECTION
NTS
R/W
STANDARD WATER VALVE BOX
CONC. SIDEWALK COVER MARKED CCj1 COMC. CURB i GUTTER
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR GIP
(SEE NOTE 2) !_ 1/8• BEND
PLUG w/4' SINGLE TEST
PVC DR CIP SEWER MAIN
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE OR WYE
(SEE NOTE 1)
NOTESs
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MATHS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SWILL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.Q.
GUIDELINES fOR STANLM CfM-Off
SANITARY SEWER HOUSE SERVICE
NTS
NOTM
1. SWWLX THOMESS SVAL BE 4- UN1190 Holm OI 011111 .
2. OWMA01011 J01M S (CA) VACE 10110E AS WDKX WWK
3. THICKEN SDMKX TO 6• AT OIIIYE1S1VL
4. THICKEN SIMMU
TO r N LW S TI Eli IFAs= M006
s wn" NO CURL 1/ E70w1N10M�) aM I1F�As AT 1 AWL ID' �iwK
Ji AT AHo As NOIm sRE F'UIFL
e. PROM A LAYER OF 150 6LOO. FELT IIEFWEEN WU AM ADVCEIR
PAPAiM CUM OR STMJCrUFW-
7. MEIFORCE w/64-1O/10 RWAL
cm 3W AMOf
LATE WINTER & EARLY SPRING
`=
TEMPORARY GRASSING DETAIL
'- ' R
SEEDING MIXTURE
SPECIES /acre RATE Qb)
RYE (grain) 120
ANNUAL LESPEDEZA (Kobe in
PLAN 1AD0-S11111CnJRE
Piedmont and Coastal Plain,
Korean in Mountains) 50
1 silt vooLm m
Omit annual lespedezo when duration of temporary cover is not to extend
beyond June.
fi
SEEDING DATES:
.1i 1�irt E�A1rr1aN
ANTEWAL
Mountains -Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1
OrAM��h
Piedmont - Jan. 1-May 1
EXPANSION JOINT CMR1irWM JW u.)
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
SIDEWALK JOINT DETAILS
Follow recommendations of soil tests or apply 2.000 lb/acre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
`
Apply 4.000 LB/Acre Straw. Anchor straw by tocking with osphalt, netting,
{
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool
MAINTENANCE`
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY GRAIrI"''c:LL.ED
SPRING --'SUMMER
CONSTRUCTION ENTRANCE
PERMANENT GRASSING DETAILNIS
SEEDING MIXTURE
SPECIES RATE i1b/acre)
30
TEMPORARY FALL GRASSING DETAIL
COMMON WMUDAGRASS 10
GERMAN MILLET 10
SEEDING MIXTURE
TALL FESCUE 50
SEEDING NOTES
SPECIES MX (ib/acre)
RYE (grain) 120
1. Where a neat oppeorence is desired. omit sericea.
2. Use common Bermuda grass only on sites where A cannot become a Last.
SEEDING NOTES
Bermuda grass may be replaced with 5 LB/Acre centipedegrass.
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAIN and PIEDMONT - AUG. 15-DEC 30
SEEDING DATES
APRfL 1 -DULY 15
SOIL AMENDMENTS
Follow recomendations of soil tests or apply 2,000 LB/Acre ground
SOIL AMENDMENTS
agricultural limestone and 1,000 LB/Acre 10-10-10 fertilizer.
Apply lime and fertilizer accordinngg to sal tests, or apply 3.000 LB/Acre ground
agricultural limestone and Sao LB/Acre 10-10-10 fertilizer.
MULCH
Apply 4,000 LB/Acre Straw. Anchor straw by tockNHg with asphalt, netting.
or a mulch anchoring tool. A disk with blades set nearly straight can be
MULCH
used as a mulch anchoring tool.
Apply 4.000 LB/Acre groin straw or equivalent cover of another a toble mulch.
MAINTENANCE
Anchor by tacking with asphalt, roving. or netting or by romping with a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
Repair and refertilize dame areas immediately. T rwss with 50 LB Acre
ely• /
Of nitrogen in March. If it is necessary to extend temporary cover beyond
June 15. overseed with 50 LB/Acre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedezo in late February or early March.
MAINTENANCE
Refertilize the fallowing April with 50 LB/Acre nitrogen. Repeat as growth requires.
May be mewed only once a year. Where a neat appearance is desired. omit
FALL -WINTER
Sericea and mow as often as needed.
PERMANENT GRASSING DETAIL
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
SPECIES Qb/acre)
SPECIES RATE Qb/acre)
.RATE
FESCUE (tom of two or
ALRYE
GERMAN MILLET 40200
)
� E �
In the peidmont and mountains, a small -stemmed sundangross may be
SEEDING DATES
substituted at a rate of 50 LB/Acre.
NOTES
UAPRIL AUGUST DECEM
3ERSEEDING
MOUNTAINS - MAY 15-AUG. 15
SOIL AMENDMENTS
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN - APR. 15-AUG. 15
rime and fertilizer according to & A tests, or apply 3,000-5,000 LB/Acre
AApply
1,000 LB Acre �0-10-,o
lower rate on smhdy soils) and
SOIL AMENDMENTS
eit arthe
Follow recomendotions of soil tests or oppy 2.000 LB/Acre ground
MULCH
agricultural limestone and 750 LB/Acre 10-10-10 fertilizer.
Apply 4,000 LB/Acre grain straw or equivalent elver d another suitable mukA.
MULCH
Anchor by tacking with asphalt roving, or netting or by crimping with a mulch
t be
anchoring tool. A disk with blades set nearly dmkj can used as a mulch
anchoring tool.
Apply 4.000 LB/Akre Straw. Anchor straw by tacking with asphalt netting.
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
MAINTENANCE
Fertilize according to sod tests or apply 40 LB/Acre nNinerN in January or
40 LB in September 4d LB in Novertbr. from 12-4-8, 16-4-8,
g lly adequate. Reseed, refertilize and mulch im-
Refertilize if growth is not fully a
ebruary, and a
or similar turf fertilizer. Avoid fert'Bzer opprlcations durieg worm weather, as this
leases stand losses to disease. Reseed, fertTme, and mulch damaged areas
mediotely following erosion or other damage.
mmediately. Mow to a height of 2.5-3.5 inches as needed.
A „s
70
[)
o�
0
EXPIYmm JarrI �NO. 2 -
OUAL i
FL4Z51 \ A YETi1Y FL4791
7 I PRE -CAST CON:.
e>aHIAIOav'Alwr cum AE1R W FLOW
_au -
B" Dh AVWV JaW-
.SEL- 7Xr1N f�-A
VAqAfff
s-
B
SEC" a-e
STANDARD DRIVEWAY DETAIL
An
6" CONC. 4000 psi
6"x6"xW2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
�- 4" ABC STONE
DUMPSTER PAD DETAIL
►'fi73 ..: ,,Na.l :.r71
WIRE FABRIC
Cr
GA o F1LTM FABRIC
WIRESI
,n
o:
o ANCHOR FABRIC SKIRT
AS DIRECTED BY ENGINEER
II "I$ II
3
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN WITH 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
NTS
2' wide
white stopbar
sidewalk °siitlIk. -- .
41
4" double yellow
entedine with
V r
CL 6 separation
' optional
0 4r white +� lane line
12' 1' 1
illy standard
DRIVEWAY MARKING DETAIL pavement marking
NTS
NDIE
1. CONe04 M IIAY USE MRNX WIN MAX OOROM 1' PER COUPW
X OOWRIICIOR MAY USE ECCENM MR urn
';`
PLAN ' P1111DW 4IlDI IMO
1 I�� I ,rcc
T-T MW. 3"-1 - IraL
MN RHOS
SECTION
STORM DRAIN MANHOLE DETAIL
1 CH-BN-2001
PAVEMENT
rJt � qgS
CURB INLET DETAIL
Alt:
CONCRETE
FOOTINGS
TOP Of t k4K
EL 41.5
4'Xe POSTS
X
• X
Ir CONCRETE PAD
f �AT 3000 PSI W/
6X6 - 6/6 W.W.F.
X11
14'
22'-4"
PLAN
2'Xe CAP
ASPHALT
PAYMENT
ENCLOSURE GATES
ti /roncc_oo►nur_
\L 4-X4- POSTS HORIZONTAL
(TREATED) WOOD SIDING
ELEVATIONS
DUMPSTER PAD do ENCLOSURE DETAIL
3' 6' VEGErATED
EMBANKMENT SHELF
NORMAL POOL
EL. 36.5 1
1 �1 C.
3 FOREBAY 3
BOTTOM EL. 33.5
• POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
• 6:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, DETENTION POND & FORFBAY SECTION
SEDGES, SMARTMEED,WATERWEED do WILD CELERY NTS
/ I
PLAN
4'0 Pa. f
0014011/ 6 cur 011 loaiD + 4• Silt
SLOIOOIIOE 4• .O'-• _ 1I-
31FICIION
F OeiEhIS1011 b 4e• QRa E xTM XW
RAKES SHOULD NNIE A 1,10 SLOPE
r Marcum 0 LESS 11MN 4i
TlA1E3 s = WIFE A 1.1. SilaPE V_r Awlaw meow` Jprlr
1■
w-1o/10 w.w.IL
WAGNME I !r I I r
qw. nM r
1NFEE't. CHAR lOf W
TYPICAL SIDEWALK AND
fiHEEL GEWR RAMP DETAIL
A Ac
�1s I
K Le'L s•-n' l, •
oALY. BAR OMT01R - 1• x 1 eFAdNO
TYPE J CnPL ATTACH TO 1-14; x 1-
ANM rPAM MORI FIMAIE To TOP CV
TOP OF
4 's BANK _31 1
TOOLED
UI/I1I
�cllDli
NORMAL POOL EL. 36.5
1 MAIN POOL
1.5
:-.
REVISIONS
SITE WORK NOTES
Date
Description
By
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
pond
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
s-1o1
rJBH
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
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 PLAN MAY NOT REPRESENT A
BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR 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 HANOVER DESIGN SERVICES COMPANY, INC. AND SUPPLIED BY
THE OWNER
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12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36r COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
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TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
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17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
18.
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBED GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
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19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
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1 -4
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
1-4
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
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20.
NIGHT REFLECTING.
DUCTILE IRON SHALL BE CLASS 50.
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21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
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STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
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.
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CONSTRUCTION
SEQUENCE
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1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
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EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
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2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
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3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
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INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE,
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CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS
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POSSIBLE AFTER BEGINING CONSTRUCTION.
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4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
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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
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DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW
PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF
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CONSRUCTION.
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
�..%
ENTERING STORM DRAIN PIPING.
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
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8.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
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9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
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10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
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PLAN PROVE TO BE LESS EFFECTIVE.
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11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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MAINTENANCE REQUIREMENTS
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1.
CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM
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LEAVING SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
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2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
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OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
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PRACTICES AS DESIGNED.
3.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEEL
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BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
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SEDIMENT POOL NO LONGER DRAINS PROPERLY.
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4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
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0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
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TO MAINTAIN A BARRIER.rA
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5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
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TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
to
D, a
DENSE VEGETATIVE COVER.
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2X4 11000 FRAW-
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MOOD OR STEEL STAKE
FA100
BARED FA W 1
AS pOtEM BY
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V-6" x 1'-O' x .OLIO STD. ALUM. 1 \1 ' `:' .y
RESEWHANDICAPPED PARKING SIGN
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j� TO READ "RESERVED PARKING' o � S E A L
cO fAY1RIfIV BOLT TO WD POST w%M3�/eL• CALADIUM STEEL ST STAKE `t3
PLATED NUTS. BOLTS R WASHERS. _ �{ 17374
® - v BIAIED FA9eC SIw[T Y •• ....
9• x 1'-0' x oeo STD ALUA1. SIGN
To READ 'MAXIM1uM PENALTY S100, . /A
GS 20-37.8'. BOLT TO WD. POST �- i//� "►[i��r I(`�'(`) �\
I PLATED
12" , NUT BOLTS h&WASHSHERS.
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cam -PRESSURE TREATED 4•x4• POST
LEGENID AND BORDER GREEN
MRif►T FINISHED GRADE �~
1-1/2"R(TYP) Na►E: � DATE 4-16-04
MAXIMUM 1. AS S1Nn1 M "MM USE A PEIMM SICET OF' NYLON. a TO nRohDE NEE= S UNL'1r TO 7HE OIS1AlA7% DESIGN PGT
Po1.YEs7E1L E'"n TiMn l#.iIwmw MY AM AT A'w ° IMOFOF 1As Lrt AMM THE DROP Msx _T DRAWN M B H
`s AN FA111e0 SHOULD Ni w1FF10ENILY
c c POROUS To P110YDE 1DFAlN7E DW&WE OF THE TEMPORARY L PUGE THE BOTTOM 12 092M OF TIE FAreO N A TRENCH AD
PENALTY -I I f=I1! I_ 119-11 I� o , , B11,r„P ,ter „ _TM BAC1ffl1 TIE TRF17PJ1 MILLI AT EiJ\4r 4 NCiES OF tl1V5iD Slplf
2 5 0 3/6"(LAP) I I II I I I 1 1I I I I LI ! II II I I I I I II I II APPLx71ThaKs IF Musr eE REPLJ� EMExr rD D4Ys. OR 12 wnE's OF aaMPACIED sow.
_ i _ z CUT PABIIC FIpM A 0011110 DUS HILL 10 ELiA01TE JOINTS. 7. FWMN FABRIC sEMAIELY TO THE SDYaS AND FRAnE. JOWLS MIJSr BE
- -I l I! E=1 I _ I 1={ a FOR SWES. LIST �4�IC11 w0pp(PREFaeiED)OR ORWAZW OVEROMM TO TIE IEYT SYNC:.
-I=�1 I I MEUL WITH MNMM WIM of 3 FT. 1L TW 10P OF DE rTUINE AND FROW IEUSF BE WELL BELOW I E GROUND
124 VWX WW= 9MY MOUE TTE 11011MEM OF nit RLET DRAT ON 0011100ME FROM 1+E DHOP MM TO KEEP RUNOFF F#DM
A NIpIL11A1 OF 3 FT APART. AD SECURELY DIr.E 1MEM "M NOV530�16 7HE INLET. K MAY OE NECESSARY 10 BUILD A TEMP0RMr1'
LEGEND AND BORDER - GREEN TFE oRacslO. APPIIOIEWa to INCHES DEEP. ors ON THE oOwNxGPE SOLE OF THE shhilJCIURE
MCKCRaUND - WHnE
TYPICAL HANDICAPPED SIGN DETAIL FABRIC DROP INLET EROSION CONTROL
F 2
NIS
MEET 2 0
DATE PRINTEL 31 O2
0
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� ,, ��.; t s• ' r;. i:� i, i �r,'IT� �� I.'' f �i?•��y�:r .'h li.!.Ti r'��?IJ•��f jrY 15 r' �
1. .. .. r t .. - .. .,. .''1.. ... - .1

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✓LH POLL APPROXf ATE LOCATION
/ OF EXISTING 8" PVC SS
(YARD
rANHOLE 0, .•� 5' CONCRETE
# + 42.1921I
+
SIDEWALK
}
II a1 j
+ 1
EXISTING DRIVEWAY TO BE
a REMOVED AND REPLACED WITH
` NCDOT CURB & GUTTER
d
to) 42.5,31
x}., INV 36.35 REMOVED AND BACKFILLED BUILDING HEIGHT IS 16 N (25
WITH CLEAN SELECT FILL I`I{ # a' { 73 +3�y'9 },, }•
r r NOTE: REAR HALF OF [[[[ v \ ..- Cl No. 1 + •,.+�' } i } ,3.�sO N E ��•+ • } •�. } "'. �.y. - ; d -..- -
C
1,RIM C\ ' },abaj7 BUILDING HEIGHT IS 24;�6�9 39 © INV 38.5 5 / i WAY A2 CITY OF ILMINGTON
ONCRET APRON;
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r ` �� } _ REFEREN E DETAILS ON
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_ ;° 37.5 15' PROPOSED BUILDIN (n 5 R2s , Conic AR I M I
4
0` }•,s RIPRAP STABILIZATION; EL '� 15,000 S.F. N •'r:.. *„'S g 4 �`'� • _. TEMPORA GRAVEL
} 25 LF TREATED F.F.E. 4.2. ,Z2 4 =
• � 35.5 � �:� � ` � `� ` ` � ` I ` (g � ,z. CONSTRUCTION ENTRANCE
LL_ t • BAFFL (TYPICAL) + „°, + "� .�76
1 }
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a NOTE:
I-NSTALLATION OF PROPOIL
SYSTEM 1 �ti' U ® ►� „ *
- 1 , p TO Bt COMPLETED PRIOR T REMOVAL OF \ �6.. "� / 439726 p �, I air+
urn `. S " 24 PIPE A�IB FILLING OF D CH \ N l a -; I+
r� h ,6�3 18� FES w/ INV. 36. %2 ,� ¢S \ p a\ WHEEL STO jd'. (885)
W 4� ,,• 10 x15 x18 ED C14y,� *' �°' � \ Cl No. 2' ONE r POLE
rs #53pin� \ INV 36.5 +' I „bs +�,2N. RIM 41.5 (TYPICAL) r� \ ��o },3 WAY }• s -d. EXISTING DRIVEWAY TO BE
1 0 -1
z 6 15 \ INV 38.2 �`' �` t- RS REMOVED AND REPLACED WITH
\ \ } � \ a� TYP '- �- °`'` 25 _ O �Adr
o �� 150 8 . • � NCDOT CURB &I GUTTER
NEE' I
--- 14 p, �S• ROOF DRAINAGE TO BE RO ED 2 ( )
n ' '� f r .i t.: r ^ 3.77°3
Z' `, ' y �- \ TO FOREBAY OF PROPOSED l } �� CO 1 6" S SERVIC ® 6 " MIN - 4 d ,, *.. 526 03b0 E
J ( 3 B Y , „6 120.68'
a DETENTION POND I (250) (250, - ti.�� r
<, #,,."" 1 1 #'' i "r9 (250 © ,. CONTRACTOR T VERIFY EXISTING SS
U I 1 # �+ s 1 WATER SERVICE _ } SERVICE TO BE 6" AND AT
18" RCP-" }"'z ` obi ` \ 28 pine \ \36 MIN. B }4tiyg76 ¢�.3 I ACCEPTABLE DE TH TO SERVE
15 n e '' } �s EER rrr�ri rim �rrri�■■� �wri,��
UNDERBRUSH THINN Pine \0 oa LIMITS 0 DISTURBANCE .� #„,, PROPOSED BUILDING. CLEANOUT TO
13 pi + .33 1 \ t, 1 p 3 • 9 a a ,4 ,39772 B LOCATED 0 SHOWN LOCATION
CK �4PPF�OXIM LY �30 \\ \o k +,L, .� z - 5%4 }
�j �,,s a
STING SS-
\ �►� 14 pine + ,.,3 I L 1� # amp A- 1 CLIEANOUT C. .
,. ~ r �� +�� 143.5 --POWER i'OLE STREETYARD IN 39.87 +
\ I RCP E �. 6' 22 W 1 CLEAN U I TOP 43.36
\ ` I ELEV � S54 5 CAS WATER METER TOI BE
\ ` SDMH .5 2 \ oak /1�- E� ISTING GRAVEL RELOCATED OUTSI E l
\ RIM 40.5 �, - RKING AREA '" OF SIDEWALK
NV 36.8 x 15 pine TSF � � 10 x10 DUMPSTER � ■'•,,,�
f # SDMH No. 3 a ,�' y53
\ 2p• 7k +irr♦w� X ISF X PAD w/ SCREENING IM�NIMUM 10 LANDSCAPED STRIP },,.,311
\ # o RIM 41.75 BETWEEN PARKING AREAS
~� �X X7 3 SDMH No. 7 INV 37.24 BETW I
x. 5.04 37 E RIM 41.75 I qq7
g Nrj INV 38.0 EXISTING' ATE' SERVICE I I
TO B UIP WITH CITY
DITCH }4°3, 'Is�,,� 24" FES OF WILMINGEIN APPROVED
Fj2 SDMH No. 1 I INV 37.5 ,,g �,§ACKFLOW PREVENTER � � COO
�' RIM 40.0 CONTRACTOR TO LINE OPENING TO I }a� *'� � I � � ,.4083 I O
FES WITH FABRIC AND CLASS B 1 STORY '
` \ N INV 37.25 RIPRAP AND MAINTAIN POSITIVE SLOPE
BUILDINGNOTE: L\
I 1 0
,n95
PRIOR TO FILLING OF EXISTING DITCH, STANDING l , } •"1
\� \ WATER TO BE PUMPED THROUGH A FILTER \ N F COTTLE +,2.3„6 } },31' (VEGETATED UPLANDS) BEFORE BEING RELEASED / N F COTTLE I '144n W
TO WETLANDS ON OR OFF SITE. DB 1168 PG 1 120 I /
ZONING: CB ,yz ,° DB 1168 PG 1120� I I
\ I I USE: RESIDENTIAL + ZONING: CB 1 I I
USE: COMMERCIAL I Z I
N/F CAMERON I I : ;31
� }.3�5
y ,9
PROPERTIES N/F COTTLE } •�' a +.n
ZONING: R-15 DB 1880 PG 768
USE: VACANT ZONING: CB
N/F BULLOCK USE: VACANT - FIGURE 1.
I DB 721 PG 95 I
ZONING: CB � N/F MILLER USE: RESIDENTIAL 19 pine ■ I DB 1369 PG 1575 i REUEIVED
- _ r _ ,,, _ I ZONING: CB
f 9 oak - 1 I USE: COMMERCIAL
U3 ARE fO
UNDI�TURE ED ' = :� CA -� � °O Lv
20' BUFFER �
(A (0 - _ 14 pine } ry
NIA
A
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r_
20'e� . Ia
#,. 8 pine �R� '"8' V 11 0` k 0
Ld
N/F CAMERON Z
PROPERTIES pine \ 11 oak '
ZONING: R-15 Z
USE: VACANT '
+
} ipz" - -_- I N V. 3S V
(�I �r`- 12 pine
1�9A1 BOOK 2J r` t�E 49 ,oV
r
12 pine'-DF
FIGURE j?
ITC
■
■ ! �l I (f I
' STORMWATER DETENTION I'ONU
,'' `'o. CONTRACTOR TO LOCATE SDMH No. 6 AT
TOP OF BANK 41 .� 1 OR DOWNSTREAM OF PLASTIC/CONCRETE FNCROACIIMF N!
CITY FLOOD POOL 4U.:", '
# ,y,'r JUNCTION. ENGINEER TO BE NOTIFIED OF
+, PERMANENT POOL 36.5 INV. �1 3' ANY CONFLICTS.
BorroM 30.3 39�� N F BULLOCK
5
,,9tiZ SDMH No. 6 DB 721 PG 95
USE:
,2 #� . �` ZONING:
CB
TREE 24" CONCRETE PIPE RIM 41.0 SDMH No
+'' 15 pine INV 36.0 E: RESIDENTIAL
RIM 40.5 �
INV 36.59 _ xP
463'34'00
.1:��..�.,..._`�`� LIMITS 0FQSTURBANCE77�7_�
2Q' EMERGENCX-SPILLWAY + ��!!mX � X �-- X �` ' 1 X �- X��; 0 oti
ELEV 41.0 r mom f- X X
��- X' RCP 0-
�',F X 20' BUFFER
I - +�'� --
T+ #„z'4 18" RCP SDMH No. 5 \... / o + z.4-3z / (200)
OUTLET STRUCTURE; \ - -
SEE DETAIL RIM 40.5 EXISTING PIPE/DITCH TO BE � w �� ONTIFACE OF v � fCl
rti.ficatxon Ra ir4mants
. l- v_ .`,. �� c-.i-.,.3.._' 'Dell aii-f".'E.t. .fir .a •.i .��.( k:£
_ci_r..jt )t
11".1 r° f 1 '[ _ _ , c. '11 _ - : yF+, t` , i•.. .
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SITE DATA
ZONING
CB
BUILDING USE COMMERCIAL
TAX 1.D. # R06511-001-01
1-000
TOTAL AREA (GROSS) 1.99 ACRES
BUILDING HEIGHT:
FRONT HALF 16'
REAR HALF 26'
SETBACKS
ADJACENT TO CB: ADJACENT
TO R15:
FRONT 30'
SIDE 6' SIDE
20'
REAR 10' REAR
25'
PROPOSED BUILDING AREA
15,000 SF
TOTAL PARKING SPACES REQUIRED
38-60
TOTAL PARKING SPACES PROVIDED
45
PROPOSED ASPHALT AREA
18,166 SF
PROPOSED CONCRETE AREA
615 SF
TOTAL IMPERVIOUS AREA
33,781 SF
LOT COVERAGE
39%
STREETYARD AREA REQUIRED
1,512 SF
STREETYARD AREA PROVIDED
2,125 SF
LANDSCAPING AREA REQUIRED (.08%)
1,453 SF
LANDSCAPING AREA PROVIDED
2,550 SF
FOUNDATION PLANTING REQUIRED (.12%)
192 SF
FOUNDATION PLANTING PROVIDED
225 SF
THIS PROJECT NOT LOCATED IN A FLOOD
ZONE
CAMA LAND USE DESIGNATION
DEVELOPED
-42 - EXISTING CONTOUR
+1,55 EXISTING SPOT ELEVATION
0�°r2p PROPOSED SPOT ELEVATION
X TSF TEMPORARY SILT FENCE
® CURB INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
(125) LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
k�25) STREETYARD w/AREA
- - CONCRETE AREA
FOUNDATION PLANTING AREA
EXISTING TREE
EXISTING TREE TO BE REMOVED
WETLANDS
I
APR 0 8 2004
DWQ
NOR-4 C
MANAGEMENT coWylssior4
0rv':siQr� OF WATER 1;sr°A"ITY
lZ-.��,�_ 0` SITE PLAN
1 " - 20'
BAR SCALE 1 "=20'
20' 10' 0' 20' 40'
VICINITY MAP
N'PS
BISHOP & ZAPPLE, LLC.
ADDRESS: DATA ��� � %
2831 CAROLINA BEACH ROAD �qg
WILMINGTON, NC 28412
REVISIONS
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= 17374 `
DATE 4-08-04
DESIGN PGT
DRAWN MBH
Cl
SHEET 1 OF 2
03102
T - .. r. TI r ! , F r ,� ' s� r r , r �; ! r .z - :_ -r -.. I17
r �l�i•j r y1 •i� }�h11� .'.. r� r.' 11'. ,.1� t"r.. .. .. ... ... ,' r` .. ,. •r r 41;•5 {�;#:Lrp4S,+ i�.. } r .r.�
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2- TYPE 1-2 (NCDOT)
- 8' ABC STONE (NCOOT)
NOTE R �VPHA FIFA¢ CONDfiK)NS.
w OWNER do GEOTECHNICAL
[CHNxra� TE
ACTUAL. PAVEMENT
PAVEMENTPAVEMENT SECTION
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB GUTTER ' " »
SHALL SLOPE AWAY! AS SHOW
CLASS A CONC.
ASPHALT 93" ; ■
SLOPE
• 1 8�.
DRAINAGE AWAY FROM CURB
_»
CLASS A CONC.
ASPHALT SCOPE ' 2
3" 3 . • 1
DRAINAGE TOWARD CURB
CURB SECTION
NTS
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (IbZgcre)
RYE (graln} 120
ANNUAL LESPEDEZA (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedezo when duration of temporary cover is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. 15-May 15
Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2.000 Ib/ocre ground agricul-
tural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4.000 LB/Acre Straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
SPRING --SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE(Ib/acre)
PENSACOLA BAHOGRAss 50
SERK:EA LESPEDEZA 30
COMMON BERMUDaGRASS 10
GERMAN MILLET 10
TALI. FESCUE 50
SEEDING NOTES
1. Where a neat appearence is desired, omit sericea.
2. Uncommon Bermuda grass only on sites where it cannot become a pest.
Bermuda grass may be replaced with 5 LB/Acre centipedegrass.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests, or apply 3,000 LB/Acre ground
agricultural limestone and 500 LB/Acre 10-10-10 fertilizer.
CURB
R/W
CONC SIDEWALK STANDARD WATER VALVE BOX
& COVER MARKED C.O. CONC. CURB & GUTTER
iT
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR CIP
(SEE NOTE 2) 1/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 41 TAPPING SADDLE
(SEE NOTE 2) TEE OR WYE
(SEE NOTE 1)
NOTES-
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES DR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
GUIDELINES fW STANDARD CLMN DUT
SANITARY SEWER HOUSE SERVICE
NTS
NOTES:
1. SMEIMLK THICKNESS SHALL BE 4' UNLESS NOTED ODIERW-W-
L CONTRACTION JOINTS (C.I.) SPACE SAME AS SIDENNLK WUrK
3. TMICM S DEWMLII To e' AT DPoYE11Y1YS.
4. THICKEII SHOEWMLK TD e' N LAST 3• WHEAT IT ABUTS PAVEMENT
WITH NO CURB.
S 1/2" EXPANSION JOINT E.J.) REOLMED AT 30• MAX AT SI ERALK
A* CWNL AT STRUCTUItES, AND AS NOTED ON SITE PLAN.
IL PROVIDE P A � OR 1 e1D11. FELT SE1M1FEN WMX AND ADJACENT
7. RE7ro= w/eue-10/10 W.W.M.
3o MAX SPACING
' ' d
7u,
PION 1rLDG. srRuclvrr
71 TOOLED 1/4"x1' DEEP w/AN
Jiiw 1/e'R TOOLED JOINT
2• EKFwISIOTI /e' ABC STONE{NCDOT)
rAATFIfSML
e' ABC STOIE(NMOT)
D(PANSION JOINT (E.J.) CONTP CTION JOINT (C.J.)
y-_3-
COARSE AGGREGATE
1
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES MX (lb/acre)
RYE (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAIN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
Follow recomendations of soil tests or apply 2.000 LB/Acre ground
agricultural limestone and 1.000 LB/Acre 10-10-10 fertilizer.
MULCH
Apply 4.000 LB/Acre Straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool
MULCH
Apply 4,000 LB/Acre grain straw or equivalent cover of another suitable mulch.
MAINTENANCE
Anchor by tacking with asphalt, roving, or netting or by crimping with a mulch
anchoring tool. A disk with blades set nearly straight port be used as a mulch
Repair and refertilize domoc�ed areas immediately. Topdress with 50 LB/Acre
anchoring tool.
of nitrogen in March. If it fs necessary to extend temporary cover beyond
June 15. overseed with 50 LB/Acre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedeza in late February or early March.
MAINTENANCE
Refertilize the following April with 50 LB/Acre nitrogen. Repeat as growth requires.
May be mowed only once a year. Where a neat appearance is desired, omit
FALL -WINTER
Sedew and mow as often as needed.
PERMANENT GRASSING DETAIL
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SEEDING MIXTURE
SPECK ATE (Ib/acre)
SPECIES
TALL FESCUE (blend of two or
GERMAN MILLET 40
three im varieties) 200
RYE (grain 25
In the peidmont and mountains, a small -stemmed sundongross may be
SEEDING DATES
substituted at a rate of 50 LB/Acre.
JANUARY - APRIL
SEEDING NOTES
AucusT - DECEMBER
MOUNTAINS - MAY 15-AUG. 15
SOIL AMENDMENTS
PIEDMONT - MAY 1-AUG. 15
COASTAL PLAN -- APR. 15-AUG. 15
Apply lime and fertilizer according to soil tests, or apply 3,000-5,000 LB/Acre
round ricultural limestone (use the lower rate on sandy soils) and
.� LBAt:re 10-10-10 fertirizer.
501E AMENDMENTS
Follow recomendations of soil tests or apply 2.000 LB/Acre ground
MULCH
agricultural limestone and 750 LB/Acre 10-10-10 fertilizer.
Apply 4,000 LB/Acre grain straw or equivalent cover of anotW suitable mulch.
Anchor by tacking with asphalt, roving, or netting or by crimping with a mulch
MULCH
anchoring tool. A disk with bkides set nearly straight can be used as a mulch
anchoring tool.
Apply 4,000 LB/Acre Straw. Anchor straw by tacking with asphalt. netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
MAINTENANCE
Fertilize according to soil tests or apply 40 LB/Acre nitrogen in January or
February, 40 LB in September and 40 LB in November, from a 12-4-8. 16-4-8.
or similar turf fertilizer. Avoid fertilizer applications during warm weather, as this
Refertilize if growth is not fully adequate. Reseed, refertilize and mulct, im-
increases stand losses to disease. Reseed, fertilize, and mulch damaged areas
mediately following erosion or other damage.
mmediat . Mow to a ely height of 2.5-3.5 inches as needed.
DOW
010 OR
taWA
SVENHLK SECMV
� F11O31A�iGM/ dHAM) �
PN"A \ ta�erENNrA7 PxAzl
I
am
f 4 PER r -0
B' E>r>9VHt my jonr-
7! AI A --A
VAgH&E
s'f= '2-
6'
s-
SECWV B-e
STANDARD DRIVEWAY DETAIL
An
6" CONC. 4000 psi
6"x6"xW2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
`-4" ABC STONE
DUMPSTER PAD DETAIL
NIS
VARIES (6•--8'
STEEL OR WOOD POST
WIRE FABRIC
\MIN. 12-1/2 GA o FILTER FABRIC
INTERMEDIATE WIRESI
r•1
In
O
ANCHOR FABRIC SKIRT
s
0 o.
Moo I I AS DIRECTED BY ENGINEER
I -I
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN W1Qjl 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. MARE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 19 WIRE STAOLE
1 1/2- LONG
IET bd E!O RARY $ U FENCE
NTS
2' wide
white stopbar
.:sidewalk- sldewQlk
4' ,.
l 4' double yellow
l entedine with
U6' separation
C optional 4' white
N -4 **t:
lane line
L 12' 12' - L:��j -
ity standard
DRIVEWAY MARKING DETAIL apa�voe went marking
NTS
NOTE
1. OONIAACIOR MAY USE NICK WWH IAAL COMM 1' FO 00LLtSE
4. DONT111C= MY tME FCLEMM M.N. UW
PLAN M OMl1 4' W8EI1 F"
3-3- OK 3'-1 "MIL
MN Nr168
,ilESeGJJSfJ.7
STORM DRAIN MANHOLE DETAIL
•%
0
4
0#
raG
-d
x
k
2
�SEL G-z0a,
W �D FILIAL
PAVEMENT
PRE -CAST COerC.
FLOW T
300o Psi oaNc
ORIENTATION do SIZES
CURB
INLET DETAIL
rNe, co
ewe
I
D 2'ii6-
rr
,r
H
SES ON
TOP OF BANK
EL 41.5
CONCRETE
FoonNGs
�4"X4- POSTS
x
X
8' CONCRETE PAD_\
AT 3W00 PSI W/
6X6 - 6/6 W.W.F.
x
14'
22'-e L
PLAN
2"X6" CAP
4"X4" POSTS \_ HORIZONTAL
(TREATED) WOOD SIDING
ELEVATIONS
J
ASPHALT
PAVEMENT
ENCLOSURE GATES
ut /Tama-00areur_
DUMPSTER PAD & ENCLOSURE DETAIL
3. 6' VEGETATED
EMBANKMENT SHELF
FOREBAY WALL BEYOND FLOOD POOL EL 40.25
NORMAL POOL EL 38.5
EL 38.5 1
1 1 RIPRAP SPILLWAY 6
3 FOREBAY 3
BOTTOM EL 33.5 1 MAIN POOL
a POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
a 6:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED. PICKEREL WEED. PONDWEED• DEMISMON POND & FOREBAY SECTION
SEDGES. SMARTWEED.wATERWEED & WILD CELERY NTS
SECTION
-
PLM
e 9�EwMK
00"Cam rvr ate 1oalAD } 31!
� fans 1.
"-10/10 w.wJL ri,
4 rr
SiflcTM
OONCREFOr OMIENWOii A 4i' ON OKFAOER E JET
FLAWSOLLDMWA 1:10sm
W DaWW1N a un 1qw 4r
RAW ME= WME A 142 81DPE 1jY- __ASRML rPWE1>MEn 371
�.. I I P L
•r-10/10 WWAL
SUeI1MlE`
SFJ�, I I e
CTIM H
WHM CWAtMW
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NORMAL POOL
G&W. MR ,71A7010 -
A! CIE F� t
TOP OF
414
A I Aa
L--:1e _1
"I- '
ELM
1
e
RESERVED 1 D x 1'-D- x .DOG STD. ALAI.
HMANDICJWPED PARKING SIGN
TO READ "RESERVED PARKING"
P�Lj�ING WITH IDENTIFICATION SYMBOL.
ao r�TNl�tf`I BOLT TO WD. POST W/ 3/8" CANG
® P1.ATEp NUTS. BOLTS & WASHERS.-
9' x 1'-0' x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY f10Q
GS 20-37.6'_ BDLT TO WO. POST
WITH 3/8' CAND)IUM PI A
r; 12' ^1 NUTS. BOLTS & WASHERS.
CIali QRS PRESSURE TREATED 4'x4' POST
LEGEND AND BORDERL �- GREEN
�N WHIiEE WKGROuND FINISHED GRADE-
1-1 /2 "R(TYP)
MAXIMUM
10 PENALTY
250 3/8-(TYP)
12'
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
YPICAL HANDICAPPED
BOTTOM
'v
CO
REVISIONS
SITE WORK NOTES
Date
Description
By
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL. OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
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 PLAN MAY NOT REPRESENT A
BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
h .
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 HANOVER DESIGN SERVICES COMPANY, INC. AND SUPPLIED BY
THE OWNER
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL GRADE.
15.
ALL. SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
/-�
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
CIO
CI 1
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
�r 1
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
v
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
r
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
Z
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
�J 1
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
O
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI 028 DAYS - AIR ENTRAINED.
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
E 4 v
N�
W
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
0�.
Z
0
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
Sri
Z
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
Q
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
z
I-�
z
INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE,
��
CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS
0
POSSIBLE AFTER BEGINING CONSTRUCTION.
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
V
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
11,4
z
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW
PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF..,
E4
CONSRUCTION.
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
W�
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7.
A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
rr ��•
8.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
V
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
•
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
.--1
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
p
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
d+
PLAN PROVE TO BE LESS EFFECTIVE.
OD
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
L\2
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
F-1 (a
z
MAINTENANCE REQUIREMENTS
r
.r-4
1.
CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM
r O
LEAVING SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
FT-1
;_1
2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
W
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
0o
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN Al I
PRACTICES AS DESIGNED.
1--11 ;-,
T-4 CO
3.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
♦' ;_1
�y �
ko Lo U
BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
O
I I a
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
Lam--! +j Z
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4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
W
OR
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
z
TO MAINTAIN A BARRIER
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
-P
O
W
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
W
4
0) a.
DENSE VEGETATIVE COVER.
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MEA N A MAMW OF is FT ABOVE THE mw BIET
P 11E BOTTOM 12 rNafs OF THe FABRIC N A MD y
BACIWWI THe 7NE M WE H AT LEAST 4 NCJES OF CRIVIED SMNE
OR 12 OCM OF 00iVAc1m soi.
DATE 4-08-04
DESIGN PGT
DRAWN MBH
2. cur FAENC FROM A CGNIINUOUS N LL TO EUmWE JOWM 7.
FASTEN FANIIe SBLXMY 70 LIE STMMS AHD nVUL JONM Misr TIE
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QVERLAIM TO TW /Err suw_
FETAL WRN A NNMAM IJDrrrrH DF 3 FT. R
TIE TOP OF THE RAAiE AHD FABRIC MUST BE WELL SUM RE CROUiD
4. S Wa MM 10AXY AIIOIID RE FFRIiElER OF THE N.Er
A MAXIM B1 OF 3 FT APARr, AND SII9:I11rELY DRAB THEM eno
gEA�kq1�AiNM DO�WN�SU E FROM THE DROP SLET To KEEP nLMW FROM
OM pN 11en DON40•G E W 0r� E" A IMIPORIM
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EROSION CQ Q1- $
PRINTED
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03102
APR 0 8 200il
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0
DITCH
STORMWATER DETENTION POND
CONTRACTOR TO LOCATE
SDMH No. 6 AT
PROPOSED 6' TOP OF BANK 41.5
OR DOWNSTREAM OF
PLASTIC/CONCRETE
'
CHAIN -LINK FENCE CITY FLOOD POOL 40-25
3g59
JUNCTION. ENGINEER
TO BE NOTIFIED OF
3959
ERMANENT POOL 36.5
(1)
INV. 35.65
4' GATE ,6''
ANY CONFLICTS.
•3,bS
BOTTOM 30.5
34 ,q 52
pA
�,`
EXIST. SDMH
PROPOSED 5' ; ' ' _
24" CONCRETE PIPE--------_�-
RIM 41.0
,°ss
'
CHAIN -LINK FENCE
39.2, e
(2) 5' GATES 39,5010
INV 36.0
9,
.3936
15
' GA,Tf`
20' _ E_MERGEN- Y-S-PILLWA`!
L,;, _ ELEV 41
-
\MCP r r
_2RC�
�" =>
- o.
.. .0
r
20' BUFFER
wqi9
O
I
APPROXIM TE LOCATION
OF EXISTING 12" WATER
APPROXI ATE LOCATION
I�OF EXISTING 8" PVC SS
r
ONZO 7
z�,,, EXIST. 5' CONC ETE
�1921� SIDEWALK
4�b42g
• 26$y3 !
• 9. I f[
a• 3 EXIST TREES
4 EX ST SHRUBS
LLI _ -� - OUTLET STRUCTURE; 8" RCP EXIST. SDMH
m SEE DETAIL RIM 40.5 i , I
a INV 36.35 D1 Q
5
�ECRE'ATION ,. 36.75' I
AREA I
�415 \ A5 4618
LLJ'`. NOTE: REAR HALE OF C N4 1 2 EXIST TREES I i
W 3 .0 �? ,44�73 BUILDING HEIGHT IS 24��9�� ao� O I R M 41 .25 7 EXIST SHRUBS
IN✓ 38.5
3=5
W d /
16 EXIST
SHRUBS BLDG.
ENCROACHMENT
1
EXIST TREE
N/F BULLOCK
4
EXIST SHRUBS
DB 721 PG 95
ZONING: CB 1 EXIST TREES
Fx ST. SDMFj
USE: RESIDENTIAL 9 EXIST SHRUBS
R I h.' 40.5
j
. .
I% 36.59 zI...
O:,
Lj 6
NNN
I
0%
POWER POLE
30'
STREETYARD
TELE. MANHOLE
p4 .
s.
4 I • IIF f2 5
4 I
38S13 -if1{rl
a2' ,
!1g0 N E -EXIST. CITY OF WILMINGTON
43.44g"
WAY I "f EXISTING • •4 ` CONCRETE' APRON
EA A40j3'+ d b a 4
EXI A303 ,Q 6 2 EXIST TREES
15' EXIST. BUILDING I� z CONC ARE 10 EXIST SHRUBS
37.5' 15,000 S.F. ,3�
�- RIPRAP STABILIZATION; ELEV _
i4 I 'Ia
4,S F.F.E. 42.5 \r•- n t j�l
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' 3 43 INV. ��.72 39 ONE POLE
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, �,::. INV 36.5 • ( ( 39.66 - `3g6a+2 �, �-� K'V 5 \ �1 �. WAY 4 43.5 a, 2 EXIST TREES
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♦ ��ty `l, „ ry' 269
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'// < / ! I J f�• --- + _ ,__,-�I�R "t 4 • \ \ _ y 3g6 r .. 5� /Y _ _ e. �ap9.._, by • r°� y,a' i•� ''71 », A f �'L- -� $ n s'�p 54
_ 4, 'yam Vyyi 0V 6$ 1�Y 43 39s'., al`' 3
�\ ♦ ` r- ne 1 r y 3gA3
H \ ne_
\ EXIST. • S`DMH T
\ RIM 40.5 �� P PROPOSED BUILDING
\ \ \ ♦ V 36.\
F.F.Q. 42.5
pi fi P I
\ -PROPOSED 6' o I
149 CHAIN -LINK -FENCE `
- \ T
19.
q p5
� `DITCH
52
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\ �.0 ,1.� N
SITE DATA \ INV 37.0- SDMH No.2
PROPERTY OWNER BISHOP & ZAPPLE LLC \ \ RIM 42.0
<_
PROJECT ADDRESS 3529 CAROLINA BEACH RD ,0$5 INV 37.5
PIN NUMBER R06511-001-011-000 \ \
AREA NOT IN A FEMA 100-YEAR FLOOD ZONE. `
ZONING DISTRICT CB -COMMUNITY BUSINESS \ \
DISTURBED AREA .13 AC (5,650 SF)
SETBACKS REQUIRED FRONT: 20' \
SIDE: 0'/0' N/F CAMERON PROPERTIES
A.
,3.�z3 GLEANOUT
ELEV -� G r: - 14'J�54� -POWER POLE /._ _STREETYARD !N 39.87
�, 22 1N 1 EXIST TREE CLEAN U TOP 43.36
I
ELEV 65 7 EXIST. SHR BS GAS I EXIST. WATER METER
,�'_;,��,. �' - - �� �
��Te K_LL EXISTING GRAVEL
EXIST. 10'x10' DUMPSTE PARKING AREA
1 EXIST TREE
,2- �•3a •��:-�� =X. SDMH
PAD w/ SCREENING IM NIMUM 10' LAN SCAPED STRIP
•AIM 41.75 , 441357 I
EX. SDMH 1 EXIST TREE BETWEEN PARKING AREAS
02� �Y 38,E RIM 41.75 `IV 37.24 3 EXIST SHRUBS 1 r"'u,
7 j
5 04 37 E INV 38.0 SHRUBSy 16 EXIST � ,
24" FES
SDMH No.1 I INV 37.5
RIM 41.75 CONTRACTOR TO LINE OPENING TO
INV 37.7 FES WITH FABRIC AND C-ASS 8
RIPRAP AND MAINTAIN POSITIVE SLOPE
i
I
I
N/F COTTLE
PROPOSED SETBACKS FRONT: 247' ZONING: R-15 DB 1880 PG 768
RFAR- 247' USE: VACANT - - -
TRACT AREA 86,554 5F (1.961 AL:)
BUILDING USE
GYMNASTICS
EXISTING BUILDING AREA
15,000 SF
PROPOSED BUILDING AREA (GROSS)
2,523 SF
BUILDING LOT COVERAGE (2,523/86,554)
3%
NUMBER OF BUILDINGS
2
BUILDING HEIGHT
16'/26'
NUMBER OF STORIES
1
SF PER FLOOR 15,000
SF & 2,523 SF
EXISTING IMPERVIOUS AREAS:
EXISTING BUILDING
15,000 SF
EXISTING ASPHALT + CURB
18,166 SF
EXISTING CONCRETE (SIDEWALK)
1,560 SF
34,726 SF (40%)
EXISTING IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREAS: (ON -SITE)
PROPOSED BUILDING FOOTPRINT
2,523 SF
PROPOSED ASPHALT + CURB
0 SF
PROPOSED CONCRETE
0 SF
PROPOSED IMPERVIOUS AREA
2,523 SF (3%)
PROPOSED+EXISTING IMPERVIOUS AREA
37,249 SF (43%)
PARKING REQUIRED:
MINIMUM: 1/300 ((17,523Y,400)
44 SPACES
MAXIMUM: 1 /200 (i 7,523 300)
58 SPACES
45 SPACES
PARKING PROVIDED:
CAMA LAND USE:
URBAN
PUBLIC WATER AND SEWER BY CFPUA
EXISTING WATER FLOW:
1980 GPD
EXISTING SEWER FLOW:
1,800 GPD
PROPOSED WATER FLOW:
(120 GPD/1,000 SF x 17,523 x 110%)
2,313 GPD
PROPOSED SEWER FLOW:
(120 GPD/1000 SF x 17,523 SF)
2,103 GPD
HANDICAP SPOTS REQUIRED
PROPOSED
(1-25 SPOTS= 1 HANDICAP SPOT)
45 SPOTS/25=1.8 2
HANIDCAP SPOTS
NOTE:
1) WATER AND SEWER SERVICE FROM EXISTING BUILDING
2) BUILDING NOT SPRINKLERED.
ZONING: CB
USE: VACANT
I
4003 I N/F BULLOCK '
I D8 721 PG 95 PROPOSED 6'
ZONING: CB CHAIN -LINT FENCE C
USE: RESIDENTIAL �� 19 pine 2
/
,a3q �, .�_ ,� ���• (1) 3 GATE �::_�•
' n t
N ' 1 /FORMERLY WE-PLANb
-` f D9 NOTctiSTUR , "':, I W
�1"rqi
( 2 BUFFER
• r
2 RECROATON
AREA 1-
49= s cok - ' 1 Li
♦' rya BUFF
♦ FR *5 "a 1 / iV � 1 C )
vi
N/F CAMERON PROPERTIES
ZONING: R-15
USE: VACANT
Li
/ 41 P
DITCH--- 12 pine �_ _�`;� J
A, \n
MAP OF NEWKIRK U
MAP BOOK 25 PAGE 149 3ag9 `°p6 :h
�.> Q
N/F COTTLE
DB 1168 PG 1120
ZONING: CB
USE: RESIDENTIAL
EXISTING WA SERVICE
TO BE EQUIP E WITH CITY
OF WILMINGTON APPROVED
AZ,,9 RZ",5ACKFLOW PREVENTER
1 STORYCD
�Y f
BUILOING �� I CD
L� _�- •� --1 �3 r 4 .6930
l
41
9
. 42.3449 . 443�43;a25 *yaY4,b
I N/ F COTTLE
1 I I
.b� D B 1 168 PG 1 1201 4 a�fi
',z24.9 ZONING: CB 1 I
4o USE: COMMERCIAL
i
N/F MILLER
DB 1369 PG 1575 i
ZONING: CB I
USE: COMMERCIAL
� I �
4Y
APPROXIM TE LOCATION
OF FIRE HYDRANT
LEGEND SITE PLAN
- - -- - �z - - - EXISTIPG CONTOUR BAR SCALE 1 "=20'
. 395g EXISTItG SPOT ELEVATION 0\
PROPOSED SPOT ELEVATION
X TSF TEMPCRARY SILT FENCE 20' 10' 0' 20' 40' F;
PROP'SED CHAIN LINK FENCE N
® CURB NLET w/INLET PROTECTION
� STORMVATER RUNOFF DIRECTION d
B
(125) LANDSCAPING w/AREA
■�■mmommm LIMITS DF DISTURBANCE s'c
jec
STREEYARD w/AREA U) �o a
r ae
EXIST. CONCRETE AREA e�
t• R
EXISTIC TREE
VICINITY MAP
EXISTIIG TREE TO BE REMOVED NTS
OWNER;
DATE PRINTED --� BISHOP & ZAPPLE, LLC.
WETLADS a +'
APR 0 4 2013✓ADDRESS:
2831 CAROLINA BEACH ROAD
_ WILMINGTON, NC 28412 M
REVISIONS
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17374
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DATE 04-04-13
DESIGN PGT
DRAWN EJW
C 1
SHEET 1 OF 2
gill IV
7-1Y i ? f�►�►i .'t(t r�z �r +. rI 1, i r :i ;t 3�' �i ri .. `e,, y,. ,A •l� ;j: 'riu:> r r
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! .i o t 4 �fi i..i1. it 1 Z l 'l'l'... Llif tiAwu

TOP OF BANK
EL. 41.5
STEEL POST
WIRE FABRIC
GA. o m FILTER FABRIC
WIRESI U
r�
U.1
J
k
ANCHOR FABRIC SKIRT
O AcZ MITT r%TF'r) RV CKI1_1K1CCl7
M
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.
TEMPORARY SILT FENCE
a
3' 6' VEGETATED
EMBANKMENT SHELF
NORMAL POOL
EL. 36.75
1� �1
3 FOREBAY 3
BOTTOM EL. 33.5
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
" 6:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED, DETENTIONPOND & FOREBAY SECTION
SEDGES, SMARTWEED,WATERWEED & WILD CELERY NTS
Approved Construction Plan
Name Date
Planning
Traffic
Fi re
A I 5 1.D. A
5TL PIPE A
- 18"RC r I
II R
I�IL
PLAN
TYPE JEJ1CRUPS. ATTACH TO 1-1 1 /�4� BEARING. BARS,
//4"GALVANIZED
ANGLE FRAME. MORTOR FRAMETO TOP OF OUTLET STRUCTURE. A
C
TOP OF BANK C
41.5 � 1 iLool
18"RFP
I
"
SECTION A - A
FLOOD POOL EL. 40.25
NORMAL POOL EL. 36.75
1 .5
MAIN POOL
1
GALVANIZED WIRE
0 R SMALL DUIMETER
r8 MESH .020 WIRE)
TEMPORARY
GRAVEL
31 FILTER
80TTOM 30.5
DETENTION POND OUTLET STRUCTURE
NTS
WUPKE
VNINH
Public Services • Engineering Division
APPROVED DRAINAGE PLAN
Date: ______- -- Permit #_---
Signed:
BOTTOM
I=I -47
For each open utility cut
of
City streets, a $325
permit
shall be required from the
City prior to occupancy
and/or project
acceptance.
L
L
c
[
M
L
L
L
L
is
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR
WASHED STONI
1. UNFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART,
3. SURROIR+D THE PosTS WITH WIRE INESN HARt1WA1tE CIATH.
SECURE THE WIRE MESH TO THE SIEEI. POSTS AT THE TOP•
MIDOLL AND BOTTOM. PLACINGA 2-FOOT FLAP OF wNRE
MESH UNDER THE ORWEL FOR ANCHORING SIS RREECOMMENDED.
4. SLOPE WITH AA HEIGHT ONF1 6 INCHES I�ROUND THEE WIRE.ON A 2AND
SMOOTH TO AN EVEN GRADE
3. ONCE THE CONTRIBUTING DRAINAGE AREA HAS KEN STABILIZED,
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS,
S. COMPACT THE AREA PROPERLY AND STABLIZED IT WITH GROUNDCOVER.
INSPECT MEETS AT LEAST WEEKLY AND AFTER EACH SICINCANT 4 ARCH
OR GREATER) FAWNFALL £VENT. CLEAR THE MESH WERE OF NM DEV43
OR OTHER OBJECTS TO PROVIDE ADEOUATE FLAW FOR SUBSfNatIEM RNNS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE MARE MESH DURING
SEDIMENT REM(ML. REPLACE STONE AS HMO.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
SEE PLAN FOR PIPE Y
0 IENTATION I I
F-+-+--I
I I
J__
CONC. COLLAR _ -I
I
CONC. COL
BRICK MASON
FLOW
3000 PSI CONC
FINISH AS GRADED
PLAN 1 -o"
r /
1//.cMeey�.MREI�re
CASTING
NOTE: USE DEWEY BROS.
CH -ON 3A FOR CATCH
FORT YARD DIN
LEE'S N-47
SECTION
DROP INLET DETAIL
NTS
STD. CITY OF WILMINGTON
M.H. COVER. SEE DETAIL
SHEET SD-14-01 & 14-02
-3/4" CEMENT PLASTER
MAX. CORBEL 1 " PER
L1 COURSE
PAVEMENT
P LAN
SECTION "A -A"
GUIDELINES FOR STORM DRAIN MANHOLE
SD 2 -03
NOT TO SCALE
DATE PRINTED
APR 042013
HARDWARE CLOTH
OPENINGS)
SITE AREA STABILIZATION STABILIZATION
DESCRIPTION TIMEFRAME TIMEFRAME
L&Qums
PERIMETER DIKES, 7 DAYS NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY 7 DAYS NONE
WATER (HOW)
ZONES
SLOPES STEEPER 7 DAYS IF SLOPES ARE 10' OR
THAN 3:1 LESS IN LENGTH AND
ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPES
FLATTER GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS 14 DAYS NONE (EXCEPT FOR
WITH SLOPES PERIMETERS AND
FLATTER THAN 4:1 HOW ZONES)
NPDES GROUND
STABILIZATION CRITERIA
NTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
JEEM RATE (Ib4gaa
Rye (grain) 120
Mnual laapodeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual Mepedezo wtm duration of temporary cover is not to extend
beyond Jun*.
SEEDING DATES:
Mowkaina - Above 250D ft: Feb. 1%r 15
BNow 2500 ft Feb. 1-May 1
PI*dmont - Jan. 1-May 1
Coodal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendatlom of sail t**te or appy 2,000 lb/acre ground agricul-
tural imeetone and 750 Ib/oere 10-10-10 ferUlizer.
MULCH
APPLY 4,000 LB{ACRE STRAMi. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH NG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
ReferUllxe if growth Is not fully adequote. R*e*ed. referlilize and mulch Hm-
m*dlately folbeAnq er*Won or oth*r damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPMES BATE (lb/am)
Guam MILLET 40
IN THE PIEDMONT MID MOUNTAINS A SMALL-STl]NL1ED SU NQMIGWASS MAY BE
SUBSTITUTED AT A RATE of 50 LB/ACRE
SEEDING NOTES
MOUNTAINS - MAY 15-AXS. 15
PIEDMONT - MAY 1-11UG' 15
ODWAL PLAN - APR. 15 AM 15
SOIL AMENDMENTS
FOLLOW
LIMESMAT TONS F SOL TEST o-10PPLAFE S0CRE LB/AGROUND A RICUL-
7URALMULCH
APPLY 4,000 �SIRAW. ANNL710R STRAW BY TMXM WITH ASPHALT, NETTING.
OR A MULCH TOOL A WW WITH BLADES SET NEARLY STRAIGT CAN BE
AS NIA.CH ANCFtOfBNG TOOL
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3, GRUBBING AND STRIPPING, CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
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 PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR 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 TRIPP ENGINEERING, P.C.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SMALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,
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, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
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.
23_ SEE GEOTECHNICAL REPORT NO. --------, DATED -----, BY ---------
------ FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED 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,
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
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 FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS,
9. 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.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
-MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES 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, 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 IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
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 WEEKLY AND WILL BE KEPT CLEAN,
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 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 WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. ,
USED A �Ir�ln��a-.7VMImcr�
MAINTENANCE PERMANENT GRASSING DETAIL'
SEEDING MIXTURE
ME�YY F LGROWTH IS "Or L17M 0 FULLY
OTHERR M%W4E_ REFER11LiZE AND MULCH s1- , ,,
PATE AbZMMI
FALL -WINTER PENSACOLA 151T00RA55 50 A�
PERMANENT GRASSING DETAIL B� "am e
T MILLET
10
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE50
SEEDING MIXTURE 1EEM RATE AbZQgMl SEEDING NOTES
RATE (IbIOCT'� 1 TMRW�YEDIOD OF TOD OR ZD0 1. WHERE NEAT APPEARANCE IS DES, OMIT SERICEA.
2. 115E COMMON BERMUDA GRASS ONLY ON ISOLATED STIES WHERE :FrCAIWWWT
Rye (grain) 120 RYE (GRAM) 23 COLS A PEST. BERMUDA GRASS MAY BE REPLACED WITH 5 Ib/aa*
SEEDING NOTES SEEDING DATES
JIO ARf - APRL SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15 IICIST - DECEMNBER
COASTAL PLAN and PIEDMONT - AM. 15-DO 30 APRL 1 - JMY 15
SOL AMENDMENTS
SOIL AMENDMENTS IDLY LTAE AND FTRIL¢ER ATX:OROINO TO SOL TESTS, OR APPLY 3.000•-S.DOD Ib/ocn SOIL AMENDMENTS
O b MICULUMLI��ocm 10-10-10 � THE LOWER RATE ON SANDY SONS) AND APPLY LIME AND FERTILIZER ACCORDING TO SOL TESTS, OR APPLY (2y
FOLLOW SOIL 1ES15 OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL / GROUND AGRICULTURE LrESTOME AND SOD b/ocm 10-10-10 FEIMMER.
LIMESTONE AND 1,000 LB/ACRE 1D-10-10 FEFTTILMER.
MILCH
MULCH /PLY 4,00D b/ocm GRAIL STRAW OR EOIINALENT WvER OF ANOTHER sUITABLE MULCH
WLCHI 440M STRAW BY TACIONO WITH ASPHALT iiDAI. A OR NEr= OR BY MFI
APPLY 4,000 LB/ACRE SrRtW. ANCHOR SWW BY TACLDNG WITH ASPMT, NEnW-, � Wn A MULCH ANCHORIIO TOOL. A DISK WITH aADE5 SET NEARLY STRAIGHT CAN _
OR A MULCH NG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE H USED AS A MULCH AK FgR1NG TOOL APPLY 4,ODO b TACKING
MWOSPHALT, OF ANOTHER SUITABLE
USED AS A MULCH ANCHORING TOOL i
WITH A MULOH ANCHORING TOOL A DISK WT114
USED AS A MULCH ANCHORING TOOL 2:
MAINTENANCE M#flMNANCE
Repair and refertilize damaged arose imm*dlat*Iy Topdrsee with 50 Ib/aero FB1TXIZE ACCORDING TO SOL TESTS OR APPLY 40 �6�[/o�cve� �NRRUGEN IN JANLWM '` U iJ
of niUngen in March. N It s ne Remy to extend t*rnporary cover 09 ITORUARY, 40 b IN SEPTEMBER AND 40 b IN NOAIETABE7R. FROM A 12-4-8. MNINTENANCE <
June 15. overseed with SO /acre Kobe (Piedmont and Coastal P1a 0- i OR SIMIAR TURF Funta R. AVOID FERILLZQt APPLICATIONS DURING € =
or Korean (Mountains) kapedeaa in late February tw eery March. Wft WEATHER, AS THIS: DICREASES STAND LOSSES TO DISEASE. REMM, FESTL�E REFERILIZE THE FOLLOAHING APRL WITH 50 Ib/ INfrR00p1. REPEAT AS GROWTH
AD MULCH DALNGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES REWIRES • 1MY BE MOWED ONLY ONCE A YEAk A NEAT. APPFj1RANCE 1$ _.... _
AS NEEDED. DESIED, OMIT SER CEA AND MOW AS OFTEN AS NEEDED.
REVISIONS
Date I Description I By
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DATE 04-04-13
DESIGN PGT
DRAWN EJW
c2
SHEET 2 OF 2
13004
- - .. I .. - -� -� -- .- i- �---,j! �•r�Try {r-,�r1;-� S l:l 'L '�',',1 -:: � �I 1, �.1� .}"A1T-i3��{�': �1T,F'11�1�
NPDES GROUND
STABILIZATION CRITERIA
NTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
JEEM RATE (Ib4gaa
Rye (grain) 120
Mnual laapodeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual Mepedezo wtm duration of temporary cover is not to extend
beyond Jun*.
SEEDING DATES:
Mowkaina - Above 250D ft: Feb. 1%r 15
BNow 2500 ft Feb. 1-May 1
PI*dmont - Jan. 1-May 1
Coodal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendatlom of sail t**te or appy 2,000 lb/acre ground agricul-
tural imeetone and 750 Ib/oere 10-10-10 ferUlizer.
MULCH
APPLY 4,000 LB{ACRE STRAMi. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH NG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
ReferUllxe if growth Is not fully adequote. R*e*ed. referlilize and mulch Hm-
m*dlately folbeAnq er*Won or oth*r damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPMES BATE (lb/am)
Guam MILLET 40
IN THE PIEDMONT MID MOUNTAINS A SMALL-STl]NL1ED SU NQMIGWASS MAY BE
SUBSTITUTED AT A RATE of 50 LB/ACRE
SEEDING NOTES
MOUNTAINS - MAY 15-AXS. 15
PIEDMONT - MAY 1-11UG' 15
ODWAL PLAN - APR. 15 AM 15
SOIL AMENDMENTS
FOLLOW
LIMESMAT TONS F SOL TEST o-10PPLAFE S0CRE LB/AGROUND A RICUL-
7URALMULCH
APPLY 4,000 �SIRAW. ANNL710R STRAW BY TMXM WITH ASPHALT, NETTING.
OR A MULCH TOOL A WW WITH BLADES SET NEARLY STRAIGT CAN BE
AS NIA.CH ANCFtOfBNG TOOL
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3, GRUBBING AND STRIPPING, CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
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 PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR 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 TRIPP ENGINEERING, P.C.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SMALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS,
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, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
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.
23_ SEE GEOTECHNICAL REPORT NO. --------, DATED -----, BY ---------
------ FOR ADDITIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED 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,
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
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 FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS,
9. 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.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
-MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES 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, 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 IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
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 WEEKLY AND WILL BE KEPT CLEAN,
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 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 WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. ,
USED A �Ir�ln��a-.7VMImcr�
MAINTENANCE PERMANENT GRASSING DETAIL'
SEEDING MIXTURE
ME�YY F LGROWTH IS "Or L17M 0 FULLY
OTHERR M%W4E_ REFER11LiZE AND MULCH s1- , ,,
PATE AbZMMI
FALL -WINTER PENSACOLA 151T00RA55 50 A�
PERMANENT GRASSING DETAIL B� "am e
T MILLET
10
TEMPORARY FALL GRASSING DETAIL SEEDING MIXTURE50
SEEDING MIXTURE 1EEM RATE AbZQgMl SEEDING NOTES
RATE (IbIOCT'� 1 TMRW�YEDIOD OF TOD OR ZD0 1. WHERE NEAT APPEARANCE IS DES, OMIT SERICEA.
2. 115E COMMON BERMUDA GRASS ONLY ON ISOLATED STIES WHERE :FrCAIWWWT
Rye (grain) 120 RYE (GRAM) 23 COLS A PEST. BERMUDA GRASS MAY BE REPLACED WITH 5 Ib/aa*
SEEDING NOTES SEEDING DATES
JIO ARf - APRL SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15 IICIST - DECEMNBER
COASTAL PLAN and PIEDMONT - AM. 15-DO 30 APRL 1 - JMY 15
SOL AMENDMENTS
SOIL AMENDMENTS IDLY LTAE AND FTRIL¢ER ATX:OROINO TO SOL TESTS, OR APPLY 3.000•-S.DOD Ib/ocn SOIL AMENDMENTS
O b MICULUMLI��ocm 10-10-10 � THE LOWER RATE ON SANDY SONS) AND APPLY LIME AND FERTILIZER ACCORDING TO SOL TESTS, OR APPLY (2y
FOLLOW SOIL 1ES15 OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL / GROUND AGRICULTURE LrESTOME AND SOD b/ocm 10-10-10 FEIMMER.
LIMESTONE AND 1,000 LB/ACRE 1D-10-10 FEFTTILMER.
MILCH
MULCH /PLY 4,00D b/ocm GRAIL STRAW OR EOIINALENT WvER OF ANOTHER sUITABLE MULCH
WLCHI 440M STRAW BY TACIONO WITH ASPHALT iiDAI. A OR NEr= OR BY MFI
APPLY 4,000 LB/ACRE SrRtW. ANCHOR SWW BY TACLDNG WITH ASPMT, NEnW-, � Wn A MULCH ANCHORIIO TOOL. A DISK WITH aADE5 SET NEARLY STRAIGHT CAN _
OR A MULCH NG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE H USED AS A MULCH AK FgR1NG TOOL APPLY 4,ODO b TACKING
MWOSPHALT, OF ANOTHER SUITABLE
USED AS A MULCH ANCHORING TOOL i
WITH A MULOH ANCHORING TOOL A DISK WT114
USED AS A MULCH ANCHORING TOOL 2:
MAINTENANCE M#flMNANCE
Repair and refertilize damaged arose imm*dlat*Iy Topdrsee with 50 Ib/aero FB1TXIZE ACCORDING TO SOL TESTS OR APPLY 40 �6�[/o�cve� �NRRUGEN IN JANLWM '` U iJ
of niUngen in March. N It s ne Remy to extend t*rnporary cover 09 ITORUARY, 40 b IN SEPTEMBER AND 40 b IN NOAIETABE7R. FROM A 12-4-8. MNINTENANCE <
June 15. overseed with SO /acre Kobe (Piedmont and Coastal P1a 0- i OR SIMIAR TURF Funta R. AVOID FERILLZQt APPLICATIONS DURING € =
or Korean (Mountains) kapedeaa in late February tw eery March. Wft WEATHER, AS THIS: DICREASES STAND LOSSES TO DISEASE. REMM, FESTL�E REFERILIZE THE FOLLOAHING APRL WITH 50 Ib/ INfrR00p1. REPEAT AS GROWTH
AD MULCH DALNGED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES REWIRES • 1MY BE MOWED ONLY ONCE A YEAk A NEAT. APPFj1RANCE 1$ _.... _
AS NEEDED. DESIED, OMIT SER CEA AND MOW AS OFTEN AS NEEDED.
REVISIONS
Date I Description I By
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DATE 04-04-13
DESIGN PGT
DRAWN EJW
c2
SHEET 2 OF 2
13004
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REVISIONS
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DATE 04-04-13
DESIGN PGT
DRAWN EJW
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SHEET 2 OF 2
13004
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I
STORMWATER DETENTION POND OITCH
PROPOSED 6' TOP OF BANK 41.5 49
"0
CHAIN -LINK FENCE CITY FLOOD POOL 40.25
ERMANENT POOL 36.5
BOTTOM 30.5 (1) 4' GATE
INV. 335. 65
PROPOSED 5' 1 7"
"
CHAIN -LINK FENCE 24CONCRETE PIPE
(2) 5' GATES
-20'EMERCEN Y-- SP IL- WAY
,TE� E
GAT 41.0
BCP
0
al. I
-
OUTLET STRUCTURE; q RCP EXIST. SDMH
SEE DETAIL RIM 40.5
INV 36.35
ECR�ATION
;AREA 6f 98,
Li NOTE: REAR HALF OF---
32.0 1
hIBUILDING HEIGHT IS 24�6#o
35.5
(f)
EXIST. BUILDING
Lo
37.5'
5also '
RIPRAP STABILIZATION; ELEV 15,000 S.F.
• F.F.E. 42.5
Y Ln Ln 35.5 40.25 0322
C:
LLJ
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33.5
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U INV 36.5
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1� V�l✓D RIM 42.35
Vf�
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AZ
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EXIST. - SbMH 1 7
RIM 40.5 P PROPOSED
V 36.8
pine
F.Fl.
-PROPOSED 6'
149 CHAIN-LIMI -FENCE
J7
DITCH S
SWH IN o. 3 Act 5
RIM �. 0
SITE DATA INV 3-47.0--_,
PROPERTY OWNER BISHOP & ZAPPLE LLC 44.72
PROJECT ADDRESS 3529 CAROLINA BEACH RD
PIN NUMBER R0651 1 -001 -011 -000
AREA NOT IN A FEMA I 00-YEAR FLOOD ZONE.
ZONING DISTRICT CB -COMMUNITY BUSINESS
DISTURBED AREA .13 AC (5,650 SF) '1--1 3981
SETBACKS REQUIRED FRONT: 20'
REAR: 10'
SIDE: 0'/0' N/F CAMERON PROPERTIES
PROPOSED SETBACKS FRONT: 247' ZONING: R-15
REAR: 247' USE: VACANT
SIDE: 23'/11'
TRACT AREA
86,554 SF (1.987
AC)
BUILDING
USE
GYMNASTICS
EXISTING
BUILDING AREA
15,000
SF
PROPOSED BUILDING AREA (GROSS)
2,523
SF
BUILDING
LOT COVERAGE (2,523/86,554)
3%
NUMBER
OF BUILDINGS
2
BUILDING
HEIGHT
16'/26'
NUMBER
OF STORIES
1
SF PER
FLOOR
15,000 SF & 2,523
SF
EXISTING
IMPERVIOUS AREAS:
EXISTING
BUILDING
15,000
SF
EXISTING
ASPHALT + CURB
18,166
SF
EXISTING
CONCRETE (SIDEWALK)
1,560
SF
EXISTING
IMPERVIOUS AREA
34,726 SF (40%)
PROPOSED IMPERVIOUS AREAS: (ON -SITE)
PROPOSED BUILDING FOOTPRINT 2,523 SF
PROPOSED ASPHALT + CURB 0 SF
PROPOSED CONCRETE 0 SF
PROPOSED IMPERVIOUS AREA 2,523 SF (3%)
PROPOSED+ EXISTING IMPERVIOUS AREA 37,249 SF (43%)
PARKING REQUIRED:
MINIMUM: 1/300 �17,523X.400) 44 SPACES
(
MAXIMUM: 1/200 7, 300) 58 SPACES
PARKING PROVIDED: 45 SPACES
CAMA LAND USE: URBAN
PUBLIC WATER AND SEWER BY CFPUA
EXISTING WATER FLOW: 1980 GPD
EXISTING SEWER FLOW: 1,800 GPD
PROPOSED WATER FLOW:
(120 GPD/1,000 SF x 17,523 x 110%) 2,313 GPD
PROPOSED SEWER FLOW:
(120 GPD/1000 SF x 17,523 SF) 2,103 GPD
HANDICAP SPOTS REQUIRED PROPOSED
�
1-25 SPOTS= 1 HANDICAP SPOT)
5 SPOTS/25=1.8 2 HANIDCAP SPOTS
NOTE:
1) WATER AND SEWER SERVICE FROM EXISTING BUILDING
2) BUILDING NOT SPRINKLERED.
CONTRACTOR TO LOCATE SDMH No. 6 AT
SDMH No.1
RIM 41.75
INV 37.7
SDMH No.2
RIM 42.0
INV 37.5
N/F COTTLE
DB 1880 PG 768
ZONING: CB
HqF* VACANT
EXIST SHRUBS
(1 ) EXIST TREE
BLDG.
ENCROACHMENT
'---24" FES
INV 37.5
CONTRACTOR TO LINE OPENING TO
FES WITH FABRIC AND CLASS B
RIPRAP AND MAINTAIN POSITIVE SLOPE
N/F BULLOCK
DB 721 PG 95 PROPOSED 6'
ZONING: CB CHAIN-LlNFENCE C
USE: RESIDENTIAL
9
all,
Oak
(1) 3' GATE
Cf) 0
/FORMERLY WE-PLANIV7,
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(Dq NOTnbisTUR 2 BUFFER LLJ
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k
u�
N/F CAMERON PROPERTIES Cn
ZONING: R-15
USE: VACANT
01TCH,-
12- pire _j
MAP OF NEWKIRK
M,
MAP BOOK 25 PACE 149
<
r e_
N/F BULLOCK
N/F COTTLE
DBll 68 PG11 20
ZONING: CB
USE: RESIDENTIAL
es
POWER POLE,"
fl-rr-I r, r-r,%/ A rn r%
AIPPROXIMNTE LOCATION
OF EXISTING 12" WATER
APPROXIAATE LOCATION
OF EXIS�ING 8" PVC SS
, 413,20 5
0931 EXIST. 5' CONC ETE
SIDEWALK (j
EXIST TREES
OF WILMINGTON
APRON
T TREES
(2) EXISI
TREES
(3) EXIS-n
SHRUBS
A
------ ------- §26-03'00"E
120.68'
I.tII3
ems)
7
la 54 415700
EXISTING S
CLEANOUT C.
39.87
TOP
lEXIST.
43,36
WATER METER
ak
EXISTING' WA L R SERVICE
TO BE EQUIP'eEp WITH CITY
OF WILMINGTON APPROVED
",,gACKFLOj PFREVENTER
�4.4083
I SOING
0
CDBUCD
ki oCD
42,3448
N/F COTTLE
kb 920 DB 1168 PG 1 12 0`
ZONING: CB
3,44 USE: COMMERCIAL
A-
0
N/F MILLER �
DB 1369 PG 1575 I u
ZONING: CB 'yY��APPROXIMTE LOCATION
USE: COMMERCIAL OF FIRE HYDRANT
I
LEGEND
EXISTING CONTOUR
• 31"" EXISTING SPOT ELEVATION
W-1- 1,IP PROPOSED SPOT ELEVATION
x
TEMPORARY SILT FENCE
PROPOSED CHAIN LINK FENCE
CURB INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
CHDLANDSCAPING
w/AREA
LIMITS OF DISTURBANCE
STREETYARD w/AREA
EXIST. CONCRETE AREA
EXISTING TREE
EXISTING TREE TO BE REMOVED
DATE PRINTED
WETLANDS
APR 0 4 2013
_j
SITE P
BAR SCALE 1 2) =20'
t 0' 10 01 20 40 60
VICINITY MAP
NTS
OWNER:
BISHOP & ZAPPLE, LLC.
ADDRESS:
2831 CAROLINA BEACH ROAD
WILMINGTON, NC 28412
7
REVISIONS
Description I By
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S E A L
17,374
DATE 04-04-13
DESIGN IPGT
DRAWN EJW
Cl
SHEET 1 OF 2
13004
T
1 41,

ti.
TOP OF BANK
EL. 41.5
NORMAL POOL
EL. 36.75
1\
3
* POND SLOPE TO BE SEEDED IN ACCORDANCE
TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED & WILD CELERY
Approved Construction Plan
Name Date
Planning
Traffic
Fi re
2-1/2 GA. o m
EDIATE WIRESI
LJ
L�
STEEL POST
WIRE FABRIC
FILTER FABRIC
I I \- 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.
TEMPORARY SILT FENCE
NTS
3' 6' VEGETATED
EMBANKMENT SHELF
�1
FOREBAY 3 \1L
BOTTOM EL. 33.5
1.5
DETENTION POND & FOREBAY SECTION
NTS
Date: --
Signed:
FLOOD POOL EL. 40.25
NORMAL POOL EL. 36.75
MAIN POOL
q 5 I.D.
18"RC
STL PIPE A
�I
I�
PLAN
GALV. BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH
TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4* x1 4" RE
GALVANIZED ATTACH GALVANIZED WI
ANGLE FRAME. MORTOR FRAME TO TOP 0 OU STRUCTURE. CLOTH OVER SMALL DIAMETER
TOP OF BANK ORIFICE (8 MESH .020 WIRE)
41.5 3
-11 iLOOD POOL 40.25
18"R1PP
NORMAL POOL 36.
I.s L 4'-0 I.
SECTION A -- A
TEMPORARY
GRAVEL
3 FILTER
1
BOTTOM 30.5
DETENTION _ P-V OUTLE--. STRUCTURE
NTS
(:TI'Y OR
NOR1•H CQR N
GTON
Public Services* Engineering Division
APPROVED DRAINAGE PLAN
-_-___ Permit #--------- _--
BOTTOM
EL. 32.0
For each open utility cut
of
City streets, a $325
permit
Shall be required from the
City prior to occupancy
and/or project
acceptance.
L Lj
J
O
d
7.5»
NCDOT #5 OR #57
WASHED STONE
NCDOT #5 OR
WASHED STON
1. UNIFORMLY GRACE A SHALLOW DEPRESSION APPROACHMIG
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FM INTO THE GROUND
SURROUNDING THE MNL.ET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A "MUM OF 4 FEET APART.
s. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP.
MIDDLE, AND BOTTOM. PLACINOA 2-FOOT FLAP OF WIRE
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL NO" //5 OR 57 STON ON A 21SLOPE WITH A HEIGHT OF 16 INCHES AND E WIRE, AND
SMOOTH TO AN EVEN GRADE
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
5. COMPACT THE AREA PROPERLY AND STABRIZED IT WITH GROINNDOOVER.
INSPECT INLETS AT LEAST WEEI(LY AND AFTER EACH SIGNIFICANT Q INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE GYRE NOT TO DAMAGE OR UNDERCUT THE MARE MESH DURING
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTs
SEE PLAN FOR PIPE I Y I
ORIENTATIO
� I �
F-+-+-__1
CONC. COLLAR
L-----J
GONC,
BRICK MASO
3000 PSI
FINISH AS GRADED
El
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
FORT YARD DINLLETSBN-47
PLAN
AR V 0.
ASPHALT PAVEMENT
ELEV. VARIES
2' 0"
Y N
O W
- ._ -
4"
4 ao
SECTION
DROP INLET DETAIL
NTS
2'-0" STD. CITY OF WILMINGTON
M.H. COVER. SEE DETAIL
SHEET SD-14-01 & 14-02
3/4" CEMENT PLASTER
MAX. CORBEL 1 " PER
COURSE
-Opp 4'
F9 A
A
(o
SECTION 'A -A"
GUIDELINES FOR STORM DRAIN MANHOLE
SD 2 -03
NOT TO SCALE
HARDWARE CLOTH
OPENINGS)
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER (HQW)
ZONES
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR
THAN 3:1
LESS IN LENGTH AND
ARE NOT STEEPER THAN
2.1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES)
DATE PRINTED
APR 0 � 2013
NPDES GROUND
STABILIZATION CRITERIA
NTS
LATE WINTER do EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
Rye (grain) 120
Annual leepedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
SEEDING DATES:
Mountains - Above 25M R Feb. 15-iAay f5
Below 2500 ft: Feb. 1-May 1
Piedmont - ,Ian. 1-Moy 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommmdattom of soil testa or a 2,000 lb/acre ground agricul-
tural limestone and 750 Lb/acre 10-10-10 fertilizer.
MULCH
APPLY 4,000 LB ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING,
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHOFa N;' TOOL
MAINTENANCE
RMertilize It growth is not fully adequate. Reseed, refertilize and mulch im-
medately folbwing erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPEMES RATE (Ib/acre)
GOO" MILLET 40
N THE PIEDMONT AND MOUNTANS, A SMALL -STEMMED SUNDANGRA55 MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE
SEEDING NOTES
MOUNTAS - MAY 15-AM 15
PIEDMONT - MAY 1-AUC. 15
COASTAL PUN - APR. 15-AU0. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZODD LB/ACRE GROUND AGRICUL-
TURAL LIMESTONE AND 75D LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/At�iE STRAW. AN(YIOR STRAW BY TACKING WITH ASPHALT. NETTING
OR A MULCH Rk4G TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
SITE
WORK NOTES
REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
Date
Description
By
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL. OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
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 PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES,
8.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED,
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR 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 TRIPP ENGINEERING, P.C.
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
0
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
13.
PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
r^
LJ 1
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
.44
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17,
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
�
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
>4
1 &
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
ram,
CHLORINATED RUBBER ALKYD, FS TT--P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
F�1
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED,
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
��1
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
�L�
PAID FOR BY THE CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT NO- DATED BY
---------- ---------
----- FOR ADDITIONAL REQUIREMENTS.
co
CONSTRUCTION
SEQUENCE
T 1
�••!
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
M-"I Z
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
E-4 I. -I
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
Tn O
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
CO
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
Z
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
iJ}
CLEANED OUT AS STATED OR WHEN HALF FULL.
w
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING, RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
y�0
6.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
MLf z
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
�1
ENTERING STORM DRAIN PIPING.
p �y
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
Z z
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
1­4 0
ACTIVITY, THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS,
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
a E'I
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
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11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
1 II --I
E 4 X
MAINTENANCE
PLAN
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
W Iy~
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
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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
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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
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THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
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3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
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AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
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WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
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BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
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DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
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DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
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SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
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DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
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FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED, SWALES MUST BE
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TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF
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ACTIVITY ASSOCIATED WITH A SWALE.
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
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THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
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BE STEEL, STAKE SPACING WILL BE 6 FEET MAX, WITH THE USE OF EXTRA STRENGTH
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FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
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STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS ARE
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DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
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OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
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OR IS DAMAGED.
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6.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
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BEEN HALF FILLED WITH SEDIMENT, THE ROCK WILL BE CLEANED OR REPLACED WHEN
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THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
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WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE. TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN
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DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL 8E
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INSPECTED WEEKLY AND WILL BE KEPT CLEAN,
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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
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POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
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REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
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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 WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9.
FLOCCULATES WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY,
USED AS A IA1t1Y1 ANCHORING TOOL
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GRASSING DETAIL
MAINTENANCEPERMANENT
SEEDING MIXTURE
REFEIMIZE IF GROWTH S NOT FULLY ADEQUATE. RESEED, REFERNUZE AND MULCH IN-
MEDIATELY FOLLOMMG EROSION OR OTHER DAMAGE.
FALL -WINTER
sSPEM RATE fib/acre)
PENSACOLA BAHMPASS 50
PERMANENT GRASSING DETAIL
COMMON BERMUDA GRASS 10
MLLEr 10
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
TALL SG
SEEDING MIXTURE
.Sa&lEez RATE Ob/acre)
SEEDING NOTES
SPMESRATE [IbLgIzAl
7A[L FESCUE BLFND OF TWO OR
THREE tM VARIETIES) 2DD
1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT 5ERK FA
2. USE COMMON BERMUDA GRASS ONLY ON SOUTED SITES WHERE IT CANNOT
Rye (grain) 120
RYE (�H) 23
COMAE A PEST. BERMUDA, GRASS MAY DE REPLACED WITH 5 lb/orre CENTI
SEEDING DATES
SEEDING NOTES
JANIARY - APRIL
SEEDING DATES
MOUNTAINS - AUG. 15-DEC. 15
AI1CI15T - DECEMBER
APRIL 1 - JULY 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LIME AND FERTa m ACCORDING TO SOIL TESTS, OR APPLY 3A00-5,0D0 Ib/acre
SOIL AMENDMENTS
SY 21
FOLLOW SOIL TESTS OR APPLY 2,DD0 LB/ACRE GROUND AGRICULTURAL
G1tWIND KN2ICULTURAL UMTSTDNE THE LOWER RATE ON SANDY SOILS) AND
1,00o Ib/acre 1D-10-1D FERTILIZE
GROUND AGRICULTURE LIMESTONE APPLY UWE AM FWLIZER G70 5DD %acre 10-10-10 FFERDR
IIUZER.
LIMESTONE AND 1,000 LB/ACRE 10-10-1D FERTILIZER.
MULCH
MULCH
APPLY 4,Doo l6/ACRE STRAW. NNCNOR STRAW 8Y TACKING WITH ASPNIALT, NETTING,
APPLY 4,000 Ib aero GRAN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. STRAW BY TACKING WITH ASPHALT, RCAING, OR NETTING OR BY CRIMP-
ING WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET CAN
MULCH y
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OR A MULCH ANCNORNG TOOL A DISK WITH ELADES SET NEARLY STRAIGHT CAN BE
ANCHORING TOOL
NEARLY STRAIGHT
BE USED AS A MULCH ANCHORING TOOL
APPLY 4,ODD lb mm GRAN STRAW EQUN COVER OF ANOTHER SURAi3�
USED AS A MULCH
MULCH. ANCHOR Bf TACKING WITH ASPHALT. _RaMNO, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK LADESkSP. EARLY;VWAp}��
USED AS A MULCH ANCHDRING TOOL itK
MAINTENANCE
MAINTENANCEit
Repair and refertlize damaged areas immediately. Tapdross with 50 lb/acre
in M it to temporary
FERTL.TZE ACCORDING TO SOL TESTIS OR APPLY 40 lb/ode NITROGEN IN ,JANUARY
FEBRLYAR1f,
MAINTENANCE':...:
of nitrogen March. to necessary exlxnd cover
June 15, overseed with 50 lb/acre Kobe (Piedrnont and Coastal Pr
OR 40 b IN SEPTEMBER AND 40 lb IN NOVEMBFR, FROM A 12-4-0.
16-4-B, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
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or Korean (Mountains) lospedezo In late February or early March.
WART WEATHER, AS THIS INCREASES STAND LOSSES TO DISEASE. RESEED. FERRIZE,
ADN 11YYAAGED AREAS IMMEDIATELY. MOM TO A HEIGHT OF 2.5-3 5 INCHES
REFER, THE FOLLOWING APRIL WITH 50 ID//acre NITROGEN. REPEAT AS GROWM
REFERS. TH LLOWIN HE MOM ONLY ONCE A YEAR. WHERE A NEAT MPEARAS O S
DESIRED. OMT SERICFA AND MOW AS OFTEN AS NEEDED.
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S E A L
i17374
0REG01\\,1`�.
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DATE 04-04-13
DESIGN PGT
DRAWN EJW
C2
SHEET 2 OF 2
13004
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