SW8940120_APPROVED PLANS_19991201 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8�{�{(��ap
DOC TYPE
❑ CURRENT PERMIT
L' APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
1191 t ;Lo I
YYYYM M D D

N
-E
i
VICINITY MAP
NTS
t to Or
g4 Q Lo ° I ty I a'S o
M I \* b00
s Z I O I Z 111 I w o w dr
38.2
EG A I I M h / I Cr L� �G^� •..0
l� • T38.38 ACK ' I Q !y APPROX. LOCATION EXIST. I I �36.
4" SS SERVICE WITH o bJ.
4" CLEANOUTS-- ' I kOP 38.15 I I O
I A - I •I / y�' I BUILDING�a s1 II I Jt�0---- s
EG . PN VLOg 1 FISHERVILLt IIII
(800) 8.32' 1I. r I III II I /I I II
_ Aw
a cd'
O .-iZ 37.45 DB. 2429 PG.0023
13 I kRRY WPORTER & JUDY S. PORTER 4 B~4 O co
,J EXISTING 0.34 acrest EG O
/0 �to
0 ASPHALT GRADE 0I
ac
(rI I • .31 IM M I1 Lr ' 3g 3II I 41 Z.Co
EG•13".L - - -
L 7 11 tCDI Ep.85
.06
VE ONE BAY 1 `P REMOBUILDING SHALT
FROM O Otti+3
i
3,W8.04 3145
- E0.
250) I~I37.61 - - - - ---,38Z
I I L)•� K
3728 EG / I I I I EG 7 1�1
EG'I _ _- _ _ - - EP I (550) 0 5S `jW. I I E"1 d� �r Ate, rU ,
s U I I I I5
�...� . / f� I �0� -� '��� ' , l I I ° EG 86 • EG 8
__ M
II EXISTING ASPHALT i es MATCH EXISTING 130 =^
37.33 . 37.37 ' 0' ' Q)
EP EP I ) �� - { w5 '` I " _ - ASPHALT GRADE is ,:-- I/ �_^
SEXIST. 12"RCP ( I I ' e- - - - - - - - j I I f r 11// 1 I !rf°i i(/
- INV. 34.28 -- li I I(3r11\ TYP 1 n . 38.31 I ` \ � P 23 i E�.02 h - l _ ( I I I8116 I I N`7 II iz ;p 11 l
L J 7L- OG • EG'1 I 1 I I I ' EG �\l I I I 3B.
^5 1° 40 133tn I ` r7ri
_ / /�t{ oa 8 ��lwluur,
(200) �\ I II .'' I I - I I I I I I �Il II ���9 III6P4z IL4=====`E___-=J �I >! P F ° oe.z4 _- _� �__---1 \\�N/
. 37.75 „ IP PROPO D , 4c - II I >- -t 1 I I i I I II II PIR " I sT _ - _ _ - -
_ _ EG UTILITY kS`MT 1 1 EXIST. D.I. II f'L T -t- - I - t -I �- I II _ iiE3ph7 - _, II " II no s 64.52 I �- -,1 - . = S E A L
- _ I• 10 STREETYARD s DiT 7 as TOP 36.88 r = _ _ _ _ _ - II 16'56 W II " 4 - -1 - - - ->ir� / 15 PP ✓ `
--_ _ G IL•a&YJ--L-1--1 -L- �- �-L sL3 LL - S65 -_---�L -- --°�_ " - / - 11'
+'• 31.19 �--� 1A G v- -.4I�} _.34.$7- _.EG _ _ - 9 3 BCC 11 _ _ _ - 9 40.28 �- r.. 17374
_ _- _ -
{ S 52 Wr• - __--- - - _ �,--s,�_----- _:TOP FG� ---- _ _ o, r> _ -- - 11
♦ 6 _ _ _
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ms�fi rm } ,., CH.211 .. x �. P ° EG_. S7D 4-0T46N - - _ �EHr193-.-� - i"YY- - - _ - - .� / _ _ - - �`11GINE
8� BCOw - _ - - s 1 n > -r, : s 69'a4-2 �.7 RIM 40.3 .> - = - :/� �:
--_ _
f u o = HT __- 11 / ° EG' ;. _I P ` . 39.777 • 39.66 .- 1 SSMH ii�A C ��
cs--_==== - _._ EG ° EG °EG' 30.74 II -__ __- INV. 34. t REDO
__% -I E C E I V E E
-�3 C 3934 3943 39.46 3956----------------
u
' - - - - - _ _ - �39�'iGy' �1sa =3ss5 - - - BC EXIST. SSMH
LEGEND NEW 30' BC
CURB CUT BG HC RAMP"' '" II CLOSE DRIVEWAY S66'34'03"W OCT 2 51999 DATE 10-20-99
56
EXISTING CONTOUR 1212. 7,5' TO EAST LINE N.C.1 TOP 39.72 10.26 ` ` DESIGN PGT
-5' CONCRETE 5' CONCRETE DRAWN MVL
°37.az EXISTING SPOT ELEVATION # %32 HC RAMP APPROVED Pao « ' `� O12o koo
EG SIDEWALK SIDEWALK
PROPOSED SPOT ELEVATION -MATCH
EXISTING ASPHALT
SITE DATA NOTE: ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS NORTH CAROLINA ENVIRONEIENTAL
DROP INLET w/INLET PROTECTION - TOTAL AREA 1.54 ACRES WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS MANAGEMENT COIAHISSIO!
f- STORMWATER RUNOFF DIRECTION ZONING RB - MAMM STREET - U.S. HIGHWAY #17, 74 & 76 AND SPECIFICATIONS MANUAL. DIVISION OF CATER QUALITY
CONCRETE AREA BUILDING AREA 8992 SIF - �� - - - - - (RIGHT OF WAY VARIES)_- - - - - - - Dim I-9 9- - - -
PARKING SPACES REQUIRED
(175) C I
LANDSCAPING w/AREA PARKING SPACES PROVIDED 62 ��/qc IZU IfCaD DATE PRINTED
ASPHALT AREA 49,781 SF SITE PLAN NOTE: NO WETLANDS EXIST ON SITE. Sicrmwaler permit No.
w LIMITS OF DISTURBANCE CONCRETE AREA 365 SF 1" = 20'
-R TSFI,F TEMPORARY SILT FENCE LANDSCAPING AREA REQUIRED: 3982 SF
LANDSCAPING AREA PROVIDED: 4100 SF
REVISIONS
Iate Description By
N66'36'50"E �3p9p
I I Fp 10.19
�a N63'27'14"E
r 71 ---- I �' -_ --
M�'�IL-----
• 36.70 • 36.43 •16.70_ r ^� � April,
_ _ ----- I
EG EG C9 _ _ _ _
I • 36.36 .../ I y M44 - - - 4 I
• 35.79 • 36.15 • 36.29 • EG 63 EG CENTERLINE w
_ L
I ° I o �n
I EG ORTATIONx INC. I - - - - o
EG ,� ' EG -CSX ?RANSP �-
RAILROAD R/W - - �I
a N c0
215.
7 !3 N64' 13' 13"E / �A - - _.
N taO I I
Lc1 •- yy
00 1 37. -1 - - TRACT III DB. R &JUDY S. PORTER N 6'00'25"E I Z
l O EG - - r "� JERRY W. PORT 10.21'
• 36.06 ` N �. MATCH EXISTING ASPHALT I r I 0.89 ocrest _ I I ��y nn
��' • 36Now.45 GRADE 3� 5PFLj W
- 15"F.E.S. INV. 35.0 _ o �' 3 i - - r�
• 37.13 w/5'X10'X18" "T 2� _ z
CO o EG
c 78 - _ _ . - - - N63' 3 8� - I_ EXIST D _ -I I METAL BUILDING
_ I
• 37.49 1 • 36.99' ? + + + - - - - - 3 81' 136 TOP 37.38 I 1 STORY I -I
O 3G.3s ,{ EG \.-. EG '- -- ._. - i �� .j38 38 ,, F F. ELEV.-
s I EG �- �� - �..� �'r D.I. N0. 3 . _ . _.. ± . .._ \ 35 I - 39.78'
NV. 35.05 J ° `P I 11 I O
TOP 36.75 - - i ,,.11. - -
i GgIATED SHELF P
• 3�02 INV. 35.1 i ���
'01
/ 36. oo°o 0 1 I �,�,9t)
/ EG ( `�`I 12� I �\ I 6 7 C
• 36.26 I I XISTi c"rtifi=tion Rvarir nts C5 8
�G -� -�T a• I� I / EXIST. POND ,1�11 1�1 i / / The following certifications shall appear on alp plans: ` g F I•.f.�
11 W EXISTING r l 'S I � � (1) Designer's Ce rti ficatLn I
_ 25 3�.9q 2" F.E.S. INV. 35.1 ;'INV. 35. 2 I '
(STING BUI D G /5'X5'X1 ' E.D. -g I "I hereby certify that this plan has been precared in
D I % BE REL CATED Ob11 I accordance with the latest Wilmington Standaros and I r '^
EXISTING TO BE EM NV. 12 EXISTING OUTLET STRUCTURE Specifications for Stormwater Management and Snapter 20 of I W
EI 1- STORY I I 36 F -I / I TO BE MODIFIED (SEE DETAIL) the code of onrdinance� o/� the city of wilmin_:==n.' 1�1 r ,
I METAL go IE ^< XIST. SD I signature: P j)•SJ I I 3$ g5. W
0 1lkIp
BUILDING I I to I BE RE OVER j /' II Printed xa a a- le Pnil"iCF G. Tripp, P.e. niece enoi eer ® Q
j I m
J• 3 1 FF = 37.88 w i 1 P 38.0 j EXISTING DETENTION POND Dater Registration Number: s a I®38gn pG•30fi S ��-1 o a \ I V. 35.15 _
E^. U < I .,� j (' I •(TO- BE EXPANDED) (2) owner's/Developer's Certification I 7�SACT 1 DB. 2011 PORTER
I TOP OF BANK- 38.0 PORTER & JUDY S.
I ' • 37.58 _- 0 I ='`b6.51 3 1` ` _ - XIST.: _ - NEW FLOOD POOL- 36J "I/we hereby certify that any clearing, grade constr�cticn I I JERRY W perest
EG I EQ EG �,\' °° ,TD 6_84 - I NEW NORMAL POOL 35.T� or development, or all of he e wrll be din rs ant rc 2,11 /�) i•f1
- ~ I I .� SZ _ EY/$% NEW BOTTOM 28.5\ this plan and that the acFii at e tormwa cem I I I•{��ll
Z ._..�NS% y34;93'� ���, I+ / conditions and requireme �.e it✓ t )+ at tie /�
-� I O 15"F.E.S. INV. 35. a jq i r�. t \- I \ State °f North ca :lino .; ene 38.5g Fri
_..I '. 6. MT • 37.87 W/5'%1 O'X18" E.D. DAM XIS -DD l�� �~`r ,,�� 7.50 _ \I I `. agencies are hereb.• made ^f thrs plan." _ .... _._ LP I I Obi J
O E I O • e -. '". . .,,.,. 37.71 Signature:
I _ EXIST SDMH \ _
a c 3�.73 I +++ + �� ✓ r TOPq Printed Nam Ser Porter, Owner I I N O. O
r
�/ Date: - lP.
IN \ N �
2
V/G ATED SHELF
QQ41 n ,
^� r D.I. NO. 2 :; OP .0 A K I 1 I �e
r B J 4• C.O. INV. 36.75t - p
37.85 �� TOP 37.0 a� y0' INV. .25 y� • 7.87 FIELD W - f ;� �y
.X EG INV. 35.1 (450 P EXIST. D.I. ._ VERIFY INVERT J I W
TOP 37.50 1 AND LOCATION��� I W I,j/
D.I. NO.37 1 1 r Ec o ro I nI INV. 35.50 Q I (l` _ �T �--I
• 36t99 TOP 35.4 - - - - - • 37.39,1 0 x I O II CD ^ Z
EG V 5� o�A 51NV. 35.4 00 y10 q6 37.86 ' EG 34 �o c�i \ F I TRACT 11 DB. 2011 PG.306
I /"�^ EP f `s�6 0 h� / ~' I; I N JERRY W PORTER & JUDY S. PORTER I I II I o w
�_ 0 as, r, Er I o y , L b9- g0 / 1.60 ocrest I O
b
.;I II ,50• t 0" PINE I .�4_�-� ti .sz II I m o 1--I E
I dS zss 10� I GT�g ICA� ` , I it I
BETHEL HOLINESS CHURCH j (150) 26 _ - ��._. - - ! q --j 1 I I y M II ¢ Ld r 1
DB. 606 PG. 480 II �•/
I I
I 39 . El
EG I
I 36. I I ' .. •. 8 4 I I
00 •a �1 3p.78 ( 550
o f I I I EXISTING I{ I 1 ) sD
I kh I 1- STORY II I i 'I: I
I S86 O6EXISTING ASPHALT aG
EG Z EG"1 METAL
OFF
10
45'
EG
12
,
1'`
icF
36.8
• 36.93
1 O
38.
E 1
0
EG
EG
g1c," G
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I
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I EXISTI
TRIM J73
D.I. 1 14'
1
OCT 2 2 1999
SHEET 1 OF 2
99059
f

ICURB
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15f BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
50' MAX. SPACING
d.
71­
PLAN BLDG.-STRUCTURE
1/8"R TOOLED 1/4"xt" DEEP w/AN
JOINT - 1/8-R TOOLED JOINT
d'
a < a •`
1 �2" EXPANSION
J01NT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
NTS
PRIVATE I DRIVE
SIDEWALK SECTION
EXPANSION JOINT 1 f2"
PLAZA DRIVEWAY APR N
PLAN
4° SIDEWALK
3000 PSI
CONCREIEI � mn- JT.
EX
irl AACT5EDSUBGRAD.-II ITf
SECTION
CONCRETE SIDEWALK CONTROL JOINT
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
1 J' (4. Om) A
JOINT 112" A P EMENT EXPANSION JOINT
PLAN
SECT/ON A -A
SIDEWALK OR
SIDEWALK AREA
PLAZA
CURB RETURN
CURB
6 1'- 2
6,
6" CONCRETE
SECT/ON B-B
STANDARD DRIVEWAY DETAIL
WOOD FRAME
at
KE
ti_
-. AT CEOU NERS
M
NOTES:
1. AS SYMINETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5.
TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS MOUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
6.
PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POOL BUST MAY USED FOR SHORT-TERM
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
MPLICADONS R MUST BE REPLACED EVERT !x) DAYS.
APPLICATIONS LA
OR 12 INCHES of COMPACTED SOIL
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS..
7.
FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUNA ANT
OVERLAPPED TO THE NEAR STAKE.
METAL WITH A MINIMUM LENGTH OF 3 Fr.
A
THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY MOUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
A MAXIMUM OF 3 FT MART, AND SECURELY DRIVE THEM INTO
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
GA. O
WIRESI
V-6" x 1'-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
ED QO
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
C
BOLT TO WD.
POST W/ 3/8" CANDIUM
PLATED NUTS,
BOLTS & WASHERS.
9" x 1'-0" x
.080 STD ALUM. SIGN
TO READ "VAN
ACCESSIBLE'.
I-
BOLT TO WD.
POST WITH 3/8" CANDIU
C
PLATED NUTS,
BOLTS & WASHERS
9" x 1'-O" x
.080 STD ALUM. SIGN
TO READ MAXIMUM PENALTY $100,
i 12 ..i GS 20-37.6". BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST.
00
00
FINISHED
GRADE
1-1/2•R( ) 1-1/2"R(TYP) 1
MAXIMUM VAN
° PENALTY /g•(TYP) -III-III kII-II-
100 /6•(TYP) ACCEssle III -III -I I I -III -III o
-� III-III=1 F_ III=
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN =III-IIu I=III
BACKGROUND - WHITE BACKGROUND - WHITE =III-III-1-1I
TYPICAL HANDICAPPED SIGN DETAIL
NTS
]]6611 JJ ''II 2" TYPE 1-2 (NCDOT)
" 8' ABC STONE (NCDOT)
CABLE3/8,AIRCRAFT COAT.
ASPHALT---
x
I- 54 VBAR 0 12" NOvi i- I I
EXTRUDED CURB w�/WNER°�6 �� DINA
NTS FNgNEER TO DETERMINE
AAMCCCTTTIIIIIIAL PAVEMENT SECTION.
PAVEMENT SECTION
STEEL OR WOOD POST '
WIRE FABRIC
FILTER FABRIC
o I I \-\-- ANCHOR FABRIC SKIRT
o ( AS DIRECTED BY ENGINEER
II in II
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
SEE PLAN FOR PIPE
ORIENTATION
T. r7_jr�
-+-1
CONC. COLLAR
PLAN
C
E RIC
•rr
tv ale cups.. ATTACH TO i -1
ANGLE FRAME MORTOR FRAME
TOP OF BANK
38.00
SECTION
DROP INLET DETAIL
4" CONS. IDEWALK SEMM A - A ��U� j p
W/6x6-10/S10 W.W.M. QU
ENERGY DISSIPATOR
i\
j
j
tO
ASPHALT Ci1Y OF WILMMGfDN
MNIMUM LANDSCAPE WI MIRaIENTS
4e
88�
TREE PRESERVATION: MINIMUM 15 REMUTED TREES PER ACRE.
STREET YARD MNMLRI RECIARENOifS FOR EVERY 50 LF, 1 TREE
8 Fr IN HEIGHT OR 3 FLOWERING TREES 5 Fr IN HEIGHT AND 6
SHRUBS 18' MINIMUM AT PLANTING.
TURN
DOWN
SIDEWALK
WITHIN 50 WAY1 Row
MMIINIMUMUM 18 PLANTING.
LOPARKING W BUFFERIE�
NTS
MIN 8% OF THE GROSS PAVED AREAS SHAD. BE LANDSCAPED.
1 TREE 8 Fr MINMUM HEIGHT AND 6 SHRUBS is" MNMUM AT
PLAITING REQUIRED FOR EVERT' IS PARKING SPACES OR FRACTION
THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE
LANDSCAPE PENINSULAS No MORE THIN4 15 SPACES APART AND AT THE
THE ENDS OF ALL PARKING ROWS. MINMUEI 8 Fr WIDE AND 100 SF
IN AREA 5 TREES MINIMUM REWIRED FOR INTERIOR SLAMS.
BUFFER YARDS: HEIGHT REQUIREMENTS _
TREES - 8 FT MINIMUM AT PLATING 2" MIN. CAL
15 Fr MINNUN MATURE HEIGHT
EVERGREEN SHRUBS - 36" MINIMUM AT PL44M
6' MINIMUM MATURE HEIGHT
FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
6 FT MINIMUM HEIGHT ALL OTHER
VISION ry rARAwr. NO PLUM MATERIAL OVER 30" IN THESE AREAS.
PROTECTION FROM Vfl9WLAR TRAFFIC PROVIDED AROUND ALL PLAIT
MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.)
TI E: THE OWNER IS RESPONSLE FOR MAINTENANCE OF
LANDSCAPING TO ENSURE THE PLAIT MATERIAL LIVES.
A I SR PIP
1SRC A'
JL v-n" jLfi�
PLAN
' - - TEMPORARY
GRAVEL
FILTER
SECTION A - A BOTTOM 28.5
DETENTION POND OUTLET STRUCTURE
J�
af-T.d
TOP OF BANK
EL. 38.0
NORMAL POOL
EL. 35.00
cc
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE N9b/00M)
TALL FESCUE (BLEND OF TWO OR
THREE (GRAIN��) 200
RYE 2
SEEDING DATES
JANUATY - ARIL
AUGUST - DECETIBER
SOIL AMENDMENTS
GAGµU�LACCORDING TO SOL TESTS,EO�Y�A
GROUND A RICLTURAL NESTON USE THE LOWS RATEqSADAND
1,000 b/oars 10-10-10 FEROLIZER.
MULCH
APPLY 4.000 Ib oo s GRAN STRAY OR EOUVA M COVER OF ANOIHM SUITABLE
MULTI. ANCHOR STRAW BY TAIM WITH ASPHALT, RDND, OR NETTING OR BY CRNP-
NO WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAIZE ACCORDING TO SOL TESTS OR APPLY 40 lb/cm WMODEN N J4aMRY
OR FEBRtM. 40 b N SEPTEMBER AND 40 b N MOV01111011, FIOM A 12-4-6,
16-4-8. OR SIMILAR TURF FERRUZER. A%% FBI MITER MPUICMNB WAND
WARM WEARER, AS THIS NCREi= SIMD LOSSES TO CKME. RESM FORM
40 MULCH DAMAGED AREAS NMEOWMY. MOW TD A HEIGHT OF 2.5-3.5 INCHES
16 NEEDED.
FLOOD
POOL
EL.
36.70
NORMAL
POOL
EL.
35.00
1L- EL 34.0
�1 6
FOREBAY 3
1 BOTTOM EL. 32.00 1 MAIN POOL
3
3 BOTTOM
LATE WINTER NTT. EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
RATE (b/aci s)
Rye (Crain) 120
Mnual lespedeza (Kobe M
Piedmont and Coastal Plain,
Korean In Mountains) 50
Omit annual bepedem when duration of temporary cow Is not to extend
beyond June.
SEEDING DATES:
Mountains - Abow 250D fc Feb. 15-May 15
Balm 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS or ppy
Foilowrecoffivirwordartiones of *0 l Ib/arn� 10--10 t 2.000. lb/acre ground ogdeW-
MULCH
APPLY 4.000 lB/A= SITAw. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING,
OR A MULCH NOHORING TOOL A DISK WAIN BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
ReferNW N growU b netfuNy adequate. Reseed, referBKzsond mulch Im-
medWtay foncrg erodon or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPMES RATE fib/am)
GERMAN MILLET 40
IN THE PIEDMONT AND MGNTOM A SMALL -STEWED SUMDANGRASS MAY BE
SUBSTITUTEDAT A RATE OF 50 LB/ACHE
SEEDING NOTES
MOUNTAINS - MAY 15-ALTO. 15
PIEDMONT - MAY 1-AM 15
COASTAL PLAN - APR 15-AM 15
SOIL AMENDMENTS
FOLLOW REXOMMENDATIOIS LINES A OOFB/AC�RE� TESTS
APPLY 2.0 0 LB/ACRE GROUND AGLSCUL-
TLPA MULCH
APPLY 4.000 lBIPAIX 0O _STRAL MOM ST MI BY TAC1WITH ASPHALT. NETTING,
ANCHORING
OR A MULCH Cr3 TOOL A DISK WITH KIWI SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORED TOOL
MAINTENANCE
REFERIRRE E GROWTH 6 NOT FULLY AMIATE RESEED. PEPEIMZE AND MULCH Nh
MDWTELY FOLLOWED EROSION OR DIM DAMAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPEMM jk(�E m)>/gs ))
Rye (groin) 120
SEEDING NOTES
MMOUNTANNS - AUG. IS -DEC. 15
COASTAL PUN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2A00 LB/ACRE GROUND AGRICULTURN.
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB AWE STRAIN. ANCHOR STRAIN BY TACKING WITH ASPHALT, NETTING.
OR A MULCH 0 TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCERepair rtftm dortloasd
of n ogg M eMarrch. N it fa necessary to temporary drew w� Ib/ th
June 15• owsad with 50 Ib/ern Kobe (Pledmorit and Coastal Phin
or Konen (Mountains) bspedeara In late February or early March.
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
IM RATE /are)
SER01*1101GROSS so
IF CE ULESPEDEZA 30
COMMON BERMUDAGRASS 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A TEAT APPEARANCE 6 DESIRED, OMIT SERK:EA
2. USE COMMON BERIAAGRLSS ONLY ON iSOUTEI SITES WHERE IT CAMOT BE-
COME A PEST. BERAIWM.RASS MAY BE REPLACED WITH 5 Ib/aae CETIPFDEGRASS.
SEEDING DATES
APRIL 1 - JILY 15
SOIL AMENDMENTS
GLAD L LIMESTONENO 50LINE AND FERTILIZER ACCORDING 00 TESTS, 1M710-10�FERTILIZER. ZEalas
MULCH
APPLY 4.000 E/ben GRAN MRWM WMALENT C01£R OF ACIHER SUITABLE
NACN. MOM BY TAaM WITH A94KT. ROWING OR NEIIEM OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFFRRRE THE FOLLOWING APRL WITH 50 b bars NITROGEN. REPEAT AS GROWTH
REOUIES, MAY M MOWED ONLY ONCE A MAN. WHERE A MEAT APPEARANCE IS
DESIRED, OMIT SEROFA 40 NOW AS OFTEN AS NEEDED.
REVISIONS
SITE
WORK NOTES
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
Da{e
Description
By
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.
S.
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 STOCKS LAND SURVEYING, P.C. 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
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, PS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTIOiJ FOR
NIGHT REFLECTING.
�N
BAN
20.
DUCTILE IRON SHALL BE CLASS 51.
Z
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
I-1
STRENGTH OF 3000 PSI tT 28 DAYS - AIR ENTRAINED.
a
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
O
PAID FOR BY THE CONTRACTOR.
23.
SEE GEOTECHNICAL REPORT NO. , DATED BY ------ _-
FOR ADDTIONAL REQUIREMENTS.
T^
cQ
CONSTRUCTION
SEQUENCE
w /�' U
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
�{ IF��r
2.
EVERY RUN OF 2 FEET (1 VERTICAL TO 2 HORIZONTAL).
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
1,
O
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
�y
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
O
CONSTRUCTION.
y
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
N�-I
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
z
5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
�I y
�I
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
0
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.
0
7.
8.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
.49:4
9.
10.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
W
PLAN PROVE TO BE LESS EFFECTIVE.
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
COMPLETION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT
MAINTENANCE REQUIREMENTS
1.
CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
/1
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
04 �
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
dt
PRACTICES AS DESIGNED.
00
3.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
' F� N
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
V
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
co
4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER.
0
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
W
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
�+
DENSE VEGETATIVE COVER.
W 4..)
BACKFLOW ASSEMBLY NOTES
Z (1) O
1.
THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
�� +i CD
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
r) LO t G
2.
THE DOUBLE CHECK VALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED AT
4
i/2 1 1 a
LEAST 12 INCHES ABOVE THE FINISH GRADE, FLOOD LEVEL OR FLOOR.
Z Iz O LV'J
3.
PRESSURE VACUUM BREAKER ASSEMBLIES (PVB) SHALL BE INSTALLED AT LEAST 12 INCHES
i
Ep to 'K
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PVB ON AN IRRIGATION SYSTEM
W
w
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL
CAL I 1 z
NOT BE INSTALLED AT A LOVER LEVEL THAN THE HIGHEST OUTLET.
4.
THE MAXIMUM HEIGHT OF A BACKFLOW ASSEMBLY IS 36 INCHES INSIDE AND 60 INCHES OUTSIDE.
n - P �
5.
AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT, VANDALISM,
F+7 a
TAMPERING, WEATHER AND FROST.
6.
IN FLOOR, UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
1-4
7.
THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
134 M -,rI O yy °
8.
ELECTRICAL. EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH THE
@
E­4
ASSEMBLY.
�+
9.
PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THE THE CROSS -CONNECTION
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION. WATER METERS WILL
NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW PROTECTION.
[phone]
DATE PRINTED
OCT 2 2 1999
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'u NEW 30' CURB CUT EXIST. SSMH "
EXISTING CONTOUR CLOSE DRIVEWAY TOP 39.72 DATE 10-20-99
5 CONCRETE 5 CONCRETE S66'34 0 0 26' Qe�
Ec42 EXISTING SPOT ELEVATION SIDEWALK HC RAMP SIDEWALK - PrPI/rDC[SI(.,1Z1/ DESIGN PGT
MATCH EXISTING ASPHALT DRAWN MVL
PROPOSED SPOT ELEVATION GRADE 39.4t
'��• SITE DATA NOTE: ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS
DROP INLET w/INLET PROTECTION TOTAL AREA 1.54 ACRES WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS
STORMWATER RUNOFF DIRECTION ZONING RB MARM STREET - U.S. HIGHWAY #17, 74 & 76 AND SPECIFICATIONS MANUAL.
CONCRETE AREA BUILDING AREA 8092 SF - - - _ - - _ (EIGHT OF WAY yARI S - - _ _ -
PARKING SPACES REQUIRED
(175) LANDSCAPING w/AREA C 1
PARKING SPACES PROVIDED 62 ASPHALT AREA 49,781 SF SITE PLAN NOTE: NO WETLANDS EXIST ON SITE.
COMPOSITE
LIMITS OF DISTURBANCE CONCRETE AREA 365 SF 1" = Y0' SHEET 1 OF 1
TSF TEMPORARY SILT FENCE LANDSCAPING AREA REQUIRED: 3982 SF
LANDSCAPING AREA PROVIDED: 4100 SF 99059
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