SW8010230_APPROVED PLANS_20010410

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aooD 1oli I o
YYYYMMDD

°r d, La fall
REVISIONS
Description I By
a
RIM 27.01 N0. 2 RIM 26.75 N0. 1
1K7 Wrl htsvilie Avenue FINV. 2 INV. 25.0
(NCDOT CI Std. 840.01 or 840.02 w/NCDOT (NCDOT CI Std. 840.01 or 840.02 w/NCDOT
Site caHerla S
�'� * Shopping Std. 840.03 HOOD, FRAME & GATE) Std. 840.03 HOOD, FRAME & GATE)
Center
o� R°Qd 2'6" CONCRETE CURB AND GUTTER
a FOR FULL STORAGE LENGTH
Vicinity Map REMOVE EXIST. RC 50' GRAVELLED 2'6' CONCRETE CURB AND GUTTER
N TS ENTRANCE CONSTRUCTION
- -- - - - -- 2: _ -- �-- ------------- ---.-. - - - - - - - •---•--- - - - - - - - - - - -- - - - - - - ---- -------------- ---- ---- - --- -----------
- - EXLSL.BO� MARC�lN S�- - `-- ---� $T. EDGE OF PAVEi T ----------- ----- _ _2e.,
20.2
,.--+�►.----aes�--- - -- �----��w.�---acre-----yeas----•xas--- -
ROA MARKING 2 3 F100 ubIIC R jW�
250iAPER 106' FULL STORAGE L NGTH Wrlghtsv311e Avenue EXIST. ROAD MARKINGS 370'-6"
0MARKINGSAND PROVIDED BY CONTRACTOR -
E 1STING ROAD MARKINGS
7- - - - ..-. - -. - .- - _.-. - - -W.�- - �Y7i �- �.. -glib x � -
- - Remove ex. a
27 . 27.7 RCP " EEENENMN�e� - - -
1 SCALE 00,2X 27.7
" s7.4ne9 20.9 ze. •�f.se,e ze is 4t-2,7
.�
g $ nSewer
2 .3$ -" . SL=TT
tm 2da �, ROPOSED 5 STe1Shelf 21.07 ONC. SIDEWALK • 27.7 .5 Inv 18. 4
=-
Inv 20.4$ - -_____ _______ •27. .:7.a
ark TST N0. 1 15" F.E.S. INV.24.5 ce in
w/5'x15'x18' E.D. / Sin �27.9 �� Poie
YP �j ® 'yt`' Pole / ElevPoweYz9.46
/ tt n e r g
Q
e 9` ie my" / . 27.0 2e.7
I. N0.1 c �.; a J8 •11.7
INV. 24.7 • 7/ 7.3 LIMITS OF DISTURBANCE
n/f off- .:7. B .� 2'.• D.I. NO.2 ,
Thelma Mack / 2e3 I '
j� RIM 27.0
o ' ly ° 27 4� 1 �� INV. 24.75 .26.
Heirs / o a yp. 5 - -� /o
o /
Zoning District -
City
�e �� ? N
City of Wilmington / •�;y j,f,p: �. !' a �S '"' 2E.2 Existing
Asphalt
Office & Institutional D e'!^ �i9ns Entry6 27 •2bt Parking Area
Land Use: / \ / `► s
7
Residential / / ?�s �- 2 (1) F.H. ASSY.
L-
One -Story f I / n/f
'
�� Retail Bldg. 6" CPP LATERALLS 10' oC (TYP) IRTCarolina, L.L.C.
i4136 ef. z ,The
I( CO
(6Z x 67*) o
2e.i / D.B. 1433-1326
F.F. ELEV 28.5 i c� 2se Zoning District:
wail o ! Wrightsville Beach
o f �y :ry `�' • 26J
mo• 2e.2 ,
• 2s.e
j,5' Commercial V
5 5 I
/ "0 OI
/
7.0 INFILTRATION DROP INLET/OVERFLOW (SEE DETAIL)
/ �5, � R ?70 - 2g2 •A I
2 N WATER METER w/BACKFLOW PREVENTO/
/2& •WE
• 27.° 26.4 ' /
. 2e.° N 83'32 48 ' W 215.00�s� j FIRE SPRINKLER SERVICE WITH BACKF W PREVENTION
AND SIZED BY OTHERS. /25,2
2ae D.I. NO.4
RIM 25.0 1 45` BEND ,
/ • 27.1 INV. 23.0 0 1 8" TAPPING SLEEVE
a
E 1 ' Ir TAPPING VALVE Existing
• 2e.e Asphalt
LIMITS OF DISTURBANCE n/f • 29,,• 262 Parking Area
/ .29.7 IRT.,arolina, L.L.C. 0 0
/ "The Galleria"
/ D.B. 1433-1326 �•
p�b11c
Zoning District: . �{)
,e 1 45- BEND Mf fve / 20 0 own
-
.Wrightsville Beach H Water �
/ Commercial V 4.6
$,
r=x.
. � • 2e.3 . 2a2 Val
• tee /
• 26.7
/ ♦ , 24,9 . 25.0 r Development Data:
SDMH NO.2
/ / ♦ RIM 24.0 / / 4d Building Area - 4136 s.f.
/ INV. 20.0 . � �
2.., • 27.° �Y/ 2.e Parking - (0 1 sp./225 s.f.)
♦ _ Spaces req'd. _ 18
I
/ Spaces prov'd. 28
♦ , Impervious Rooftop Surfaces -
R6,070 s.f.
Pavement - 18,208 s.f.
♦ ♦ ""'��� ST 1 244 Total - 24,278 s.f. (61.0%)
``` / / • I a.5 /
♦ I
..
'"' £x. Curb
♦
" ` '
` inlet to 24" RCP
♦` ` 2� 130C 23.5
` Rim 23.0
SITE P Inv 17.0
SCALE 1'=30' ♦ ♦ ¢ ` `
C.i
0�
0
N
0
• 20.0
. 2fi.7
Ex. Fke
Hydrant
\ 1%2z2
N,
---:-------------
27.2
27.,
U.9
. b0
DEVE-LOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH
THE NEW TOWN OF WRIGHTSVILL.E BEACH ZONING
ORDINANCE & SUBDIVISION REGULATIONS.
2. SANITARY SEWER SERVICE TO BE CONNECTED TO
THE NEW HANOVER COUNTY SYSTEM.
3. WATER SERVICE TO BE CONNECTED TO THE
TOWN OF WRIGHTSVILLE BEACH SYSTEM.
4. ALL TELEPHONE, ELECTRIC, GAS AND TELEVISION
SERVICE LINES TO BE INSTALLED UNDERGROUND.
5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949.
CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENT OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
IN THE ORIGINAL ITEM.
F*-�I
N
W
t..4 z
Not
w �
C-♦
z
o\ E--4
27.4 1I 1-4 •
' 200to ~�
• vs existing z
• 27.e water valve O
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3eneral Notes:
01 01
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1. New Hanover Co. Parcel No.:
rr
E
p/o 3157(14) - 43 - 7023
�adie z3L)
2. Total Tract Area: 39,815 s.f. (0.91 ac.t)
Q
3. Zoning District: Commercial District V
lJ
C Ali Building Drainage To Be Routed To D.I.
No. 1,2 or 3
NORTN Val' TAt.
\`��114VIlilJJJJ��/
DAR
Date
0
S E A L
starmrr PoEm,1 0 `LEGEND
"-o 17374 R`
EXISTING CONTOUR
j'• �IGI.•= •��
-, ,o •••.......•
c 29.63
EXISTING SPOT ELEVATION
,.
�'�,,
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
DATE 02-02-01
CURB INLET w/INLET PROTECTION
DESIGN PGT
-�
STORMWATER RUNOFF DIRECTION
DRAWN JK
CONCRETE AREA
(175)
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
`.$ SHEET 1 OF 2
--p ► 4 00143

r' I 1 ti . . l ....1.,.:� � ._.5_.,..,._ ._ _;1_..:iL...;:i •rY.144.' _,, 17 ,:;i G.• .,l 11...1.�73iIliS.1.k al.a,.__
1
r Y SITE WORK NOTES REVISIONS
VARI 0'-1 ' $' i Y 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
a � SEE PLAN FOR PIPE CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. p Description B
ORIENTAT40 I GENERAL"= 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS {e P Y
MORTAR JOINTS 1/2" TO 1/8' THICK. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
J0 A A I 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
Q Z r - - ( I class 'e' CONCRETE TO BE USED THROUGHOUT. VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
AI/H 1-1 1/2' LAYER � I THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
EXISTING PAVEMENT TYPE 1_2 (NCL501') CL I DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY. 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
1(40 SOOT Lr l �` CASTING ALL CATCH BASINS OVER S-6' IN DEPTH TO BE PROVIDED WITH STEPS V-2' 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
4% MAX• N I NOTE: USE NEENAH - - ON CENTER. STEPS SHALL BE IN ACCORDA14CE WITH STD. NO. 840.66.
I �0� I R-3402-E FOR CATCH X x REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
8 MI - ` - - - ^ - -- a. _ _ ��:+ �; � .._•�.,.._ , .�, ` - USE TYPE 'E', 'r AND 'G' GRATES UNLESS OTHERWISE INDICATED. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
err. BASINS AND R-3402
.. r- ,• n.:..,.:.' c : ,_:.Y,. •��y� ::::..•�:. r ti 1:1 SLOPE I FOR YARD INLETS
2 - 3 ��• .. L•ti 1�"'. r�r s: ems:. •,. r'+�ti r�dH -
7. H CONTRACTOR SHALL NOTE THAT THE G IN PLAN MAY NOT REPRESENT A BALANCED
••' :+.' :v{ ;•. ": JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
COARSE AGGREGATE -_ _ _ BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
%ry I FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
5 ,/2" HB I I -III -III- INCONC. COLLAR L _ - _ _ _ J IF REINFORCED
ON sro cNET 84POIP 15 SET IN BASE SLAB OF BOX, ADD TO BASE 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
TEMPORARY GRAVELLED NOTE: FOR 8'-0' IN HEIGHT OR LESS, USE e" WALL. OVER 8'-0' IN HEIGHT USE 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
1. THERMOPLACTIC PAVEMENT MARKINGS SHALL BE Y 12' WALL TO 6'-0' FROM TOP OF WALL AND 8" WALL FOR THE REMAINING EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
ti'-0". QUANTRIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCTION ENTRANCE DONE BY CONTRACTOR TO NCDOT STANDARDS SEE PLAN PLAN PL,� IN OR ALONG ROADWAYS OR RIGHT -OF --WAYS, PUBLIC AREAS OR IN PRIVATE
TYPICAL PAVEMENT WIDENING SECTION _ WITH COPING REMOVED EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
11
FRAME. GRATE AND HOOD THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
NTS CONC. COLLAR 0" SM. NO. �-03 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
TREATa f j ASPHALT PAVEMENT - - RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
ELEV. VARIES a APPROPRIATE PERSONNEL
walla ,, SEE PLAN • I ° • 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING CO., INC. AND SUPPLIED BY THE OWNER.
A B 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
t• eME►rALrc tte JMM MULL I �" IlMsae wo 8 arl�eMrz THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
z cowrnlcllaw .foals (c.L) >� sAeE AS tlortlwx sN+1�
i=1 T R FA RI PRIOR TO INSTALLATION.
s• THICrM sloMX 1D r a Y +Mina IT AtirT'i FWAMM C. so+T g0 �( 2' 0" _ - - x 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
w+lt 10 alE L a cam ' SECTION A - A ( �R�,FI Q
s , r, Mar l W �m�AT s> !' A PRQVED EQUAL BRICK MASONRY - HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. Q{
ON On PLAMI. COMMNAT= I,1 t� JJ 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
`'�L'° an' W MA"4V SVAW ENERGY DISSIPATOR --- -- - ATFlNALGRADE.
FLOW � Tc 15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
Ee_q
7. IWseoacW:./wr-to/+0 �+rx �� w METERS, TAPS, MATERIALS. WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY r`�1
aMa 4 I' WIPLE � 0MM NTS - - ! .a tO • . OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
WW,t AIWFIq'l7 : I 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
As WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
+ 11 a 6" CONC. 4000 psi 3000 PSI COMI
As
NC. • °I'LL SECTION )C-X SECTION Y-Y OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
NMI NOMM 3 FEET COWERTO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
.T11 A.17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
011c1ILI raw PIE s uaEa. 6 x6 xW2.9xW2.9 WELDED DIMENSIONS AND QUANTITIES ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
WIRE FABRIC REINFORCEMENT DIMENSIONS OF Box a PIPE CONC. TOTAL GNM WSONR1f DEDUCTIONS FOR
TYPICAL NEAR SIDE NOTE: SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
S ER ERVICE DET L �"" '"°'" "°` IN BASE �` �' °"� I U
DROP INLET TO HAVE SAND 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKEIED JOINTS
d A B N (MIN) CU. YDS. 1+EI6Ftr 0�'n H C.M. R.C. ,
TRAP DROP FOOTING 12 & ,2' 3'-O" 2'-z• 2'-4' O.2st 0 3t3 0.037 0.748 0.020 o.03z AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS.
"'� SECTION LEAVE OPENING AS SHOWN 15' 3'-O' 2'-2' 2'-e" o.2T3, 0.313 o.O37 oeo2 0.0311 0.047 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE ill, FACTORY MIXED, QUICK DRYING,
NOTE v
1. CONTRACTOR MAY USE BRICK WITH MM CORBEL ,' PER COURSE • ,19' 3'-O' 2'-2' 2'-,O' 0.281 03,3 0.03T Oti09 o.a,4 o.013 NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
z MAY UNIT DROP INLET DETAIL 24- s'_a' 2'_2- 3•_2" a.2Bt a 3,3 ao37 ,.ova QA7t1 0.,,3
NIGHT REFLECTING.
on
30' 3'-0' z'-2' s-4' osat 0.313 ao37 1.305 atzs a17o 20. DUCTILE IRON SHALL BE CLASS 51.
PLAN etDv�gl+uClu� NTS 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
Loam 1/� t m " KIM STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
4 ABC STONE J 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
CONCRETE PARKING DETAIL BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
WORD t� Rana 23. SEE GEOTEPAID FOR CHICALTHE C EPORTT NO. , DATED , BY
' * FOR ADDTIONAL REQUIREMENTS.
fe. AM Nan s- n n CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
r n.c
• EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). Zt
DWANSICIN 'OM (�•) CONTRACTION '�F (C,J.) ASPHALT n �� DDO 4 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
��J RRA,` SLOPES R 14 INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. a
SIDEWALK JOINT DETAILS - ap • �"�Ora= 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING W O
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
• INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING �y
wIs F�•�I 1'-6' x 1'-0" x .080 STD. ALUM_ i i I I CONSTRUCTION. T/-�
HANDICAPPED PARKING SIGN PLAN ' ° V V LATE WINTER do EARLY SPRING 4• ALL. EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. V 1
RESERVED TO READ "RESERVED PARKING" SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL.
WITH IDENTIFICATION SYMBOL. o r • �'� t Rlsae Rra TEMPORARY GRASSING DETAIL W
BOLT TO WD. POST W/ 3/8' CANDIUM `D,� „ 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN r r
PARKI�AD1[IjAI� PLATED NUTS, BOLTS & WASHERS. .I ff.,HJR ` i"tr cc 3,000 PSI CONC. SEEDING MIXTURE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER E 4 W
NG FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION Of CONSTRUCTION.
9" x 1'-0" x .080 STD ALUM. SIGN _ su® ra�ec SIM (grni . BAD I:II?�a � 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
TO READ "VAN ACCESSIBLE". N C HIGHWAY STANDARD - - - Ann nlsapedeza (Kobe in 120 DURING
ENTERING STORM CONSTRUCTION.REMOVE
PIPING. ACCUMULATED SILT A5 NEEDED TO PREVENT SILT FROM
BOLT TO WD. POST WITH 3/8" CANDIU "
r � Piedmont and Coastal Plain, 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. PLATED NUTS, BOLTS & WASHERS - Korean in Mountains) 50 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS O
9" x 1'-0" x .080 STD ALUM. SIGN Omit annual lespodaza when dumUon of temporary cover In not to eutwW SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE,
TO READ "MAXIMUM PENALTY250, = 1 t CURB SECTION ^� Jun& ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. z
I- 12' I GS 20-37.6 BOLT TO LA POST SEEDING DATES: 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
r- � WITH 3/8" CANDIUM PLATED m NTS ,�
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. t ff +� A I PW= sZT OF AM s 10 P 1 s�rA1l 1a W =MaIAs WAR +IeII PLAN PROVE TO BE LESS EFFECTIVE.WHITE SYMBOL ON BLUE BACKGROUND FINISHED IMx s -�'snrlaraa*-e r ecao sacs Ashler WE crier a OUMr+a Mourdloirle - Above 25W ft: Fab. 15-May 15
1r�I Mrlr axeels ULnw+oler w+r AIrIM R A teorlllAl Or to rr AMC TNr WW OW a. Babw i500 }b Feb. t- 111. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTIONBACKGROUND - WHRE PRESSURE TREATED 4"x4" POST. GRADE 5 3/4 �� ,r Anaree ON or Is i gp t1E ro+nr to Mao ar uE MGM w A m9M AM pi t - Am 1_yay 1 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
_ 3/8 AIRCRAFT 'M°"'"' "5. or U " Roo "'°�'°"'"°""°"' =Ill ""'�"�""""� `&"" "K"' °' °"'"'@ "°" �d �n - DwC 1- MAINTENANCE REQUIREMENTS O
e- „ " L our 11 w l�or A 00IWU IM ltau. 10 arM "M % FWU V w seaN nM sAll� wo MAIL dams we ME -Apr. 15
/ ( / " ( FOOd CABLE, CONT. 0011 M 10 im WIT Gum SOIL AMENDMENT'S 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
1-1 2"R 1-1 2 R TYP) i ran srleEl. uE s.+-eIrAI eOlsleteTrt v
Z re�x � A Irrnsl uarar as ri a M Talr Or � rttrE Nr 11� 1e/ls � t� �. tK �� SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
MAXIMUM _ g a e11ME Dae� ewer dbleO TIC rarlan ar am aw ojmwm aaeerlals +nal T1E ono► ow 10 1w II ww Mw 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
VAN I-_ I I II !- A nano v 3 rr A}Mr Arr RM am am r ai'�r�eti ° A nttl1114aw Follow n0onrrlrldatione of wN bets or 2,000 Ib/acre ground agrlcul-
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALI. BUT IN NO CASE LESS THAN T
` PENALTY = ,IE aeasa AA*ea.wetr n erai°r � ttlral InL.tOrI. and 75o b/acre ,o-,o-,o v
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL �J' `
2 8 0 /8-mrP) /8"(TYP) =III -I I I� I I=1 i != o 4 F i
!- -I 111EI 11HI� Fd I El I I M
MULCH PRACTICES AS DESIGNED. � F� I---i
III III- III -III- " 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT RFACHES 2.0 FEET
_ S'- WN. 3 -1 ' #ILEA.
BELOW THE TOP OF THE RISER. 57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE -
LLEEG ND AND BORDER -GREEN 6EGENQ AND BORDER -GREEN �I I 1=I I_=1 I I= APPLY 4,00p LB/AS1NAylf• ANCHOR S1RA1Y BY TACKING 1Mllii ASF�FIALT, NETtMICk
BAG GROUND - WHITE CKG AND •- WHITE MH IirICS 4 R�BAR ® A OR A MULCH ANCt TOOL A DISK WITH SLIDES SET NEARLY SIaA1cFtT GVi BE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
USED AS A MUCH ANCHORNC TOOL 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT W
=1 I I=III=�1 I I SECTION CONCRETE PAVEMEN '-p' O.C. x 22' SPILLWAY 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY I -"I
TYPICAL HANDICAPPED SIGN DETAIL MAINTENANCE TO MAINTAIN A BARRIER. 1� '
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING fit
STORM DRAIN MANHOLE DETAILEXTRUDED is not TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
NTS NTS -- --- N � foil other wage. ed, rMartTll=e and mulch im- DENSE VEGETATIVE COVER.
Ao>� MAILER Atrl'L eT AIW La K APV90 lr' nW CPT � A
a A1u k"Wr AV= M" K LMIM &VW AAA" afar ft W am VA1L YF
BOTTOM PERMANENT GRASSING DETAIL Q+
Ar7/j-Lf Y!1!S AA�� El1�YTS ` UNDISTURBED
�� �wlr ALA wsr cm - swrAr ► ax 10r� sulrP CROSS SECTION rrnM TEMPORARY SEDIMENT TRAP TABLE SEEDING MIXTURE �
X A�iiltLir W N0. ACRE REQ D PROVIDED L W D TEMPORARY SUMMER GRASSING DETAIL „ "d;
LACE GATT AM A1r7lOP Mr rsr C27 1A M 0.24 432 500 50' 5' 2'
I~Aw BMW FM UMbw SEEDING MIXTURE 50 0 �
4 SEISCEA LESPEDEIA 30I COMMON _
t t 10
GEfam MILW 40 GOWN MILLET ID Z
TALL FESCIE� 50 Ils�l
N THE PEUM AND MOUNTAINS, A SMALL -STEMMED SUINL1ANGRASS ALLY �
FRONT VM �a�Ir l �a W SUBS'RMED AT A RATE OF 50 LB/ACRE. � ,�
STONE SECTION A -A SEEDING NOTES
Pi°'�° SEEDING NOTES 1. WHERE A NEAT APPEARANCE IS DESIRED, OMTr S W �
,. SEdIMEM TRAP WILL BE CONSTRUCnT:T) FIRST, 2. USE COMMON BFAUDAGRASS ONLY ON ISOLATED SM WHIM IT CANNOT BE -VAN Pow am SU4PpS�ECANDpLY. 7p g �{q,�MOUINIAM L..i.'j
FLov ' "' 2 jTN1 NO LEIS THAN
7W0 °FEET. OF SPILLWAY P -I� I- AM 15,5 COME A PEST. MAY BE REPLACED 1rRt1 5 N/aaa C�IiFEDEdRI�S. U o r-t
71� s�7 p 4. yS�Ppl�1�EWAY DEPTH SWEL BE ONE FO7O�Ty.� TAL PLArt - MR 1�A11{s, 15 SEEDING DATES .� o
A/E11E7P IFltTBP :,7°�i ; MEASU�D�ic Uu>uY r THE F IDS Q3
"M nW "CU WHWL STOP DIAL ��'pp� � ca
OF 1HI CP ` µ��W SOIL AMENDMENTS AM 1 - AXY 15 ~�-' �'/-�`
f= Y1�iB-1$ YETI 2 � aa11010[ an aR == � 5 900 CF �MS�yT DjRAGE, FOR A MINNAUM OF � U] $-+ y`r �.i �
+ � ' e s. of MENr IN su cHE EACH FOLLOW R 1TgNS OF SOIL TESTS OR APPLY 2.000 LB/ACRE MM AGPoWL- „l 0 I a
rO i AND'PLEANEO As J�&s YjW M 9 a MONTHS). TURAL LIMETiIONE A#n 750 LB/ACRE 10-,o-,a FERTNJ=ER cr) co
-, ,� S pP I 7. �up� sEnIIdENr TRAP WILL BE PONE W sucN A WAY SOIL AMENDMENTS },, Z
1 1 a 9M � EF B/L ZWF ` -T !-1 AS TD' IwR suTATI0r1. co to
T�QRARY SEDIMENT TRAP DETAIL OROINd AGIIgLTL1RE LIEsTotE AND 500 !b/acn ,D-,O-,O FERrILQ 93
' 0 MULCH APPLY LAME A FWIUZER ACCORDING TO SOL TESTS, OR APPLY 3,000 �/Dan �T.� Z' � w
-I I - P f -III- icy euewlas +1 c�
NTS APPLY 4,000 LB ACRE STRAW, ANCHOR sTItAW II1' TACKING WTrtH ASPFLALT, NETTMIC, 0 O o z
OR A MUSH TOOL A DISK WITH BLADEri SET NEARLY STRAIW CAN BE ^ CU �„ T 'r-I �--i w
30• LASED AS A MULCH ANCHOW4 TOOL MULCH I•y�
oar T>: $00wrndl. im
aMtrrnl r .r all alrAal X A 0 M OS
"Ace !r{a0 rM[ A l", Inane
Ii"r^ OR NETTING OR BY CRIMPING o _
APPLY 4,400 Ib Dora GRAN STRANOR EQIIMAIEM COkER OF ANdTtER StNTABIE �,♦
MULCH. BY TACKING MITI ASPttALT,
r
15' 15' ea11u tneT A tin Learn ,�� �„�� ate 3 MAINTENANCE WITH A TOOL. A O151C WITH BLADES SET NEARLY SRTAIGHT GAIN BE • � �
CRUSHED GRANITE TYPICAL GRASS SWALE �_ - T M� G EROSION OR FULLY DAMAGE.
� d° w- A f� k N 700X MIRAFI FABRIC a w
EL. 26.0
FM 18. "'Fi ► WAX°.L MAINTENANCE
INV. 24.75 12 18" ar PM� 6
EL. 24.5 �y T �aN ` THE FOUDWIC APRL WITH 50 N/aara NITROGEN. REPEAT AS GROWTH
3/E- GMI44MM RODS Wtm CHAIR RAMP DE5 OMIT SERICEA MOWED
ONLY MOW H E YOF1iilEAR. AS �A NW APPE4RYfCE 15 O
12' CPP (CORRUGATED o Y ` .:._,t TEMPORARY FALL GRASSING DETAIL
DRAT PIPE) oc 0 0 o Extsr, GROUND k SEEDING MIXTURE
WITH 6* CPIP LATERALS 0 0 O 0 0 000 0
TRENCH DRAIN DETAIL 0 0 o 2? 112' 1>Ir� S xi y E) ATE 1�!°al FALL -WINTER
NTS20
41 - PMMCR Pi „ V ..� PERMANENT GRASSING DETAIL ,,,LIlll1►►,,
FRAME H R° Sao GRATE
�HYDAKNT tins I,r� BGY7S
FACT TO cnv1 SEEDING NOTES
(OR APPROVED EQUAL) AirA 6F Ski a5 SEEDING MIXTURE .� •�
R COSTA P -MUG. PIEDMONT
13
JOINT RESTJ4fVNT w h r COASTAL PLAN ana PIEDMONT - AUG. 15-DEC 3o SPECIESRATE fib/g`
•.. • :_
H?'DR r TO 1ST FULL JOINT OF PIPE I 1 �f w y J TAU FISCLLE (MM OF TWO OR S E A L
EL 27.0 CONCRETE PAVEMENT �4." RODS rr I:>7YFB N �, __._.�.� v L * q SOIL AMENDMENTS Ifu w w 1 200 -
17374
BSI FOLLOW SOIL TF3'i5 OR APPLY 000 L B SEEDING DATES
„ L , L1IMESTONE AND ,,000 LB/ACRE ,0-io-10 FEfiTq.IZER. ,WSWRr - Ate %,�j •• ;'+itsllVt��:••��•
STD. MANHOLE RING AND COVER o o a a c %,%.//i..//�..// Di../.�i�, �i�./L t LB/ACRE GROUND AGRLCULTURAL _
MINIMUM WEIGHTS:
RING: 208 LBS
COVER: 120 l9S 12' CORRUGATED, n ® o oo�oo CONC. COLLAR 6�UP!'L6AfE MULCH AST - dEOEMeER ��G........
••••• h'
EL. 26.D PERFORATED PIPE O 0 0 AS PER SPECS. I S CTILN X X RAW A a"Ar�I ///���RE�
0 MAWI TEES - APPLYOR A I = � T00•L MOM A DNSIC SWWIN Des KSEr NE �YASp"KT' SOIL AMENDMENTS lI,II�
24"RCP OVERFLOW - L.L IG IWf 612X USED AS A STrAICtTT CAN APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000•-5
• > EL. 24.75 it amr5• fr'17E Wif AN MF 6' I SIZE � � � A� ®® �� ANCHORING TOOL 1,� Ib/ACR1aL1L7�111��L1LO�roNE LASE THE tO11ER RATE ON Slwkir sOls) r'�vnE/°CA DATE 01 -30-01
EL. 22.0 PRE-CASTCONC. JOINT RES174A4/M- 7UN AW 70 AAI<H MAINTENANCE DESIGN PGT
-SEDIMENT STORAGE 16' 9' c' ' MULCH
g• . 8' HYD~ TO A44WN TFE Rapair and rafart>nze darno�d anew innvkkt ly. Topdrese wwh '50 lb/acre DRAWN CDC
N�PAigV 7' 14' 0' 4' of In March. If it Ti neoereary to extrnd temporary cow APPLY 4,000 Ib am GRAN STRAW OR EOUNAL W CM OF ANOTFEii BITABLE
June 15. ewrseod With 50 Ib/acre Kobe (Piedntatt and Coastal Min)WLCH SIRAiM BY TACIQiG M1H ASPHALT, ROVIII,. OR I�TI1tG OR 8Y t2iMAP-
3 4' 7,1E 61!,1L>S + ' 29' b' 1 ' 1 8' 4' 41' or Korean (Molarltoine) leepedazo in Iota FeWwo or Morch. IKADE5 SET WARLY MRAIGHT CAN
300D PS! CONC. ~• ao 4' 35' 4' 9' 3 ' 48' ry warty BCE U AtULCH�ANCFIORNGTo0LTo01.GTSK WARN
Dap°0°°o0°o°o°°n°O°o00o0-0oon°p0°0o°°o°DODO°o0 4. 4'
0 0 0 0 0 0 0000000000000000 0 0 0 0 0
8" STONE - oo0DODO°o°000000°0°°°000°°0°000°0000o NOT£f Bused on 1.5 x working pressure of !00 PSI plus AIdWA Water Hamer.
0„O„O„O,.,O„Or,Or, Ory05,0,.,0-Or,0r,0,.,0,.,0„O„O,.,O„0,.,0r,0„
� PAp All bear/ng surfaces to be carr/ed to undisturbed ground MAINTENANCE C 2
(2) 4' SOLID CAIU 15- X 15" X 8- F'ER[I,fZE ACCORDING TO SM TESTS OR APPLY 4O lb/am NRROCEIN N JAMM
INFILTRATION DROP INLET/OVERFLOW HYDRANT JD/NT RESTRAINT DETAILS RRE HYD~ DETAIL STA46M n�er�crT Jt= OR OR MIb T SEPI MBE1t ANan RMM n ,� b N NWElMt�, � A ,2_` - n ;
p WE47HHM u NCRFA�s�SrA LOSSES TO OMME �, F°�ERnLIz>;, SHEET 2 OF 2
N75 FZF �/�/G/E A AS � DAMAGED AREAS IMIEDIATII.Y. MOW To A HEIGFR OF Z.5•-3.5 M*3 ,
00143
-_ T T . , ,
1 1 11 , 1, Kl e. 0. E , I i 4
It I I ��l, �• �„ , , °f; ;1,.., ,, r•: ,r Ltl; ,�.��,� � ',�I�.�II•;+';ti�a�,f�',