SW8060229_APPROVED PLANS_20060317

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7jvULvq 419
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
%
YYYYMMDD

REVISIONS
N.
Date I Description I By
45 NO. 2 '
INSETS
HORIZ. 1" = 50' j
VERT. 1 " = 5'
N/F
EASTERN SKATEBOARD SUPPLY, INC
DB 2804, PG 0339
6" CLEAN OUT�,-'-
INV 50.8
10" DUCTILE IRON
DI No.
RIM 53.Ot
INV. 51.0
NEW OVERHEAD D00 -
i
EXISTING BUILDING %
r
IRON
SET
LOT 33
N/F
6" CLEAN OUT s38 HARVEY & MELISSA HARRELSON INV 50.6
DB 1435, PG 1772 x
i
_.. ..... ..- ....... .... ...-- ___.__..._......._...._m -._
w w w w w w
w w w w w W
w w
w w w x
W w
0
w w w
w w
w W w
w w
w w w Fk
-V w
w W
w w w
w ROPOSED w 6" CLEAN OUT
w w DETENTION w w w INV 50.4 x
w POND w
w .O.B. 53.2 w
w FP 52.65 w w
00 5FP 50.80 w
nw N.P. 50.0 w w
M wB 3TTOM 46. w
r w w y EXISTING
w IRON S8
W w w
w w
w w w w w w w
w w w w w w I
- -_ ___ I
I
39.86' j
i
'`s,-is
12" DL
UNDER
N/F
LIMITS OF DISTURBANCE HAIRE PROPERTIES, INC
DB 2492, PG 0653
2-1/2" SCHEDULE 40 PVC FORCEMAIN
TO STORMDRAIN (MIN. 2' BURY)
ONCRETE DUMPSTER PAD
DROP INLET W/ SUMP PUMP
1-1/2 HP MEYERS ME150 PUMP
RIM 50.0 �o,
h�. INV. 47.0 �h�. _ Yh� EDGE OF DRIVE
Cr RETAINI �NfALLSV Js X7
13 "PIN E
�s�s2 8 52a.
No.
RIM'33
xs3 ® 2.25
v Q
--WAY PIPE A hti 2.p x � � h S SE�G� � .3 INV. 4 .7 ,5
DI No.
RIM 51.5
INV. 48.2
13"PINE / R E1G ,N• 3
2 �M �h
xS3ECO
(21 ) (216)
°° �s?8 •off`' 1 3
FEBCO MODEL # d
BACKFLOW PREVENTOR k `3
S IM
_ G
00 yh 9 PIN
• (275)
-j PROPOSED 20,000 SF BUILDING
F.F.E. 54.5
FOUNDATION PLANTI
(447 SF TOTAL)
15"PINEC
rn
MS3 a .
9
14 PINE
w 4 .
(216)
DI No. 1
RIM 52.25 -�,
INV. 49.2
12"PINI 12" INV IN
2
RIM 52.25
INV. 49.5
4'
13"PINE
O
12"PINE
xs�9 13
� e r
/12"PINE 1Q"
w
w
x W W w w
w s�,9 w w
w
w
w
W
w
w W w
w
w
1
w
W
w
W
w
w
W
w
w
w
w
w
w
w
w
w
W
w
w
W
W
w
W
w
w
w
w
w
W
w
w
w
w
y
w
ROPOSED
w
W
w
ETENTION
w
W
w
3
POND
W
O.B. 53.2
w w
w
w
w FP 52.65
v
w
w
FP 50.80
w
w N.P. 50.0
W
w
TTOM 46.
w
w
w
w
w
w
w w W w
W
w
" 5 ry 1�
12 CPP (216) h (216)
3o ' S '01'00" W 264.84'
13"PINE_/
20' 10' 0'
/ SDMH No. 1 MITS OF DISTURE�NCE
RIM 53.7
INV 50.2 '
LOT 32 J
N/F
SANDRA J HUFFMAN
DB 4919, PG 1090
l
xs28 I
SITE PLAN
1 " = 20'
20' 40' 60'
AMSTERaW
1117NDMILL WY
us 17
VICINITY MAP
NTS
- - - --32- -
- EXISTING CONTOUR
EXISTING SPOT ELEVATION
F"-1
0
EG
EG
O
PROPOSED SPOT ELEVATION
04
^
DROP INLET w/INLET PROTECTION
�F-4
W
�- �-
STORMWATER RUNOFF DIRECTION
^
O
CONCRETE AREA
(175)
LANDSCAPING w/AREA
1-4
;L
�� �■
LIMITS OF DISTURBANCE
z
18" FES INV. 49.7
1" METER AND
X TSF X w
TEMPORARY SILT FENCE
0
1 " BACKFLOW PREVENTS
(1) 8"x8" TAPPING SLEEVE
(1) 8 TAPPING VALVE
_ X TP X ,____._
TREE PROTECTION FENCE
F--1
U
a�
WATER SERVICE AND FIRELINE TO
BE INSTALLED
0
^
F--I
�■■�
DRY BORE METHOD BENEATH OLD
DAIRY ROAD
50 RARY CONSTRUCTION ENTRANCE
W
54 LF 18"I Ri P
TCH EXISTING
N/F
W
Z
ASPHALT GRADE
52.4t
SOUTHSIDE HOLDINGS, LLC
r ,
W
18" FES #NV. 49.5
DB 4441. PG 0424
O
o
Z
W
' SITE DATA
P-1'
SITE ADDRESS
I TAX I.D. #
307 OLD DAIRY ROAD
R04315-004-003 DOO
A
z
J TOTAL AREA (GROSS)
j
1.42 ACRES
ZONiNG
BUILDING USE
1_1
r �w
0
BUILDING HEIGHT
COMMERCIAL
18'
Z
Z
<W--1
ISETBACKS
I FRONT
--' IST. SSMH SIDE
18" FES INV. 49.5 REAR
15'
15'
A
Q+j
W
�1
Z
••
Z
RI 42.31
x1
w/10'0'x15" E.D. TOTAL PARKING SPACES REQUIRED
15'
22
Z
1/00 SF OFFICE 3
1 /1000 SF WAREHOUSE 19
TOTAL PARKING SPACES PROVIDED 28 ZPROPOSED ASPHALT AREA 15,056 SF � � 1- 4
OUTLET STRUCTURE PROPOSED BUILDING AREA 20,000 SF
(SEE DETAIL) OFFICE AREA 1,000 SF LW 0
2oil h`V WAREHOUSE AREA 19,000 SF
PROPOSED CONCRETE AREA 1,110 SF 1-4
25' I I 0 TOTAL IMPERVIOUS AREA 36,166 SF W
ETYAR I I 10' EMERGENCY SPILLWAY LOT COVERAGE (BUILDING) 32%
w Z INV 42.85 LOT COVERAGE (TOTAL IMPERVIOUS AREA) 58% ..
I w I I REQUIRED LANDSCAPING AREA 1,204 SF V
cr PROPOSED LANDSCAPING AREA 1.355 SF
t i f I Q V REQUIRED FOUNDATION PLANTING AREA 432 SF a
j a a 2W (LENGTH) x 18' (HE7GI M x 12X �
o I I �o a 3 CHARLES DEFFENDALL TRUST ETAL PROPOSED FOUNDATION PLANTING AREA 447 SFIt
A 0 °p DB 3186. PG 0523 STREEf1'ARD PROVIDED 5,000 SF r �+b 00
to I THIS PROJECT IS NOT LOCATED IN A FLOOD ZONE Ev
W CAMA LAND USE CLASSIFICATION DEVELOPED Z
DISTURBED AREA 1.27 AC. 1--4 1
O SOIL TYPE LEON
IX o W �
NOTE. CONTRACTOR SHALL COORDINATE WITH W -I..) U
I I NEW HANOVER COUNTY (SEWER CONNECTION) Q)
0 AND CITY OF WILMINGTON (WATER CONNECTION) Z 0 rr3
I a. TO VERIFY ANY EXISTING CONNECTIONS. FIELD 0-4 �-1 .--+
0- VERIFY LOCATION, SIZE, INVERT, AND MATERIAL
+ < PRIOR TO INSTALLATION. UTILIZE EXISTING 0O 11J a
If CONNECTION WHERE POSSIBLE. Z Z � m Z
I
NOTE: NO WETLANDS EXIST ON SITE. GI I I
i Il IooW
1 NOTE AlALL ROOF DRAINS TO BE DIRECTED TO PROPOSED O4 -
I STORMWATER FACILITY
III h�� � Ixh�•h p.,, � .� �,
alt
� � 0 � S
j Fco
E-I4 �+� arx
I �
-18" FES INV. 49.0
w/10'x10'x15" E.D. I -BENCHMARK
I I I I EXISTING IRON
J ABM TOP OF
IRON= 50.00' -
1
III I I �
IIlII1 j �
k I
IIIIII �
IIIIII �
I I
I I I I I } N/F
I I RALPH & CHRISTINE JENSEN
I I I I II DE 1571, PG 0354
Ilflll
D
xs3 1111 I I r DATE PRINiE
MAR � 7 20a6
•a� I I � � I � h, 9�
s
APPROVED 1 �x
NORTH CAROUNA ENVIRONMENTAL.
SEA L
MANAGEMENT COMMISSION 17374
DVSON.OF WATER QUAUT' :_'
c GREGOr\\\�•
rrrr+r1++�`
(--z•z :-) 2 DATE 03--06-06
DESIGN PGT
DRAWN JLR
OWNER INFORMATION:
EASTERN SKATEBOARD
6612 AMSTERDAM WAY
WILMINGTON, NC 28405
SHEET 1 OF 2
05193
1 �tJ.
' I t � r, � t , 1 l' ,•�}: 7 1 t+1 s tT.'�
!'� � � tj S .2 !- r t 1'i yl, •ti4�r� :ef7 " r♦ r,
bw(�(tp-/

- --------.,-.21[4 WOODFMMIE7
/ w000 � � � REVISIONS
SITE WORK NOTES
F�Dote Description By
MINIMUM 10' VEGETATIVE SHELF
6' TO BE PLANTED W/WETLAND SPECIES AS LISTED BELOW 1 CONDITIONS BOTH CONTRACTOR ONAANO �IIA�TELY ADIKEAND ENNT OE THE WITH EXISTING
V6 VARIES 6' oR e' MIN. A 40A TOP OF BANK EMBANKMENT 2. CLEARING: CONTRACTOR SFWl REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
EL 53.25 OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
T fswo}"'Tr W COUNTY FLOOD POOL EL 52.65 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS. STUMPS.
aOOO N STATE Fl OOD POOL EL. 50.80 VEGETATION DEBRIS EXISTING SiRUCTURES ABOVE AND BELOW GRADE, ORGANIC
STEEL OR WOOD POST MATERIAL dk ANY OriHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
sm�r ! I WIRE FABRIC NORMAL POOL !DIN NORMAL POOL EL SQ.Q 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
III 51VAL OF ANY SOFT AREAS.
BUFM Crm BY i I FILTER FABRIC EL 50.0 1 5. DISPOSAL CLEARED. REPRESENTATIVE To C00GRUBIBED, STRIINATE PPPED OR OTHER WASTE MATERIAL SHALL BE
+ I {.I \MIN. 12-1 2 GA. o REMOVED D D Y } / FROM SITE AN DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
+ INTERMEDIATE WIRES � 1 fi 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
qlr_p4- -- M SEE PLAN
FQREBAY 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A
+ ..i..- / 3 BALANCED EARTHWORK CONDITION. THE CONTRACTOR SWILL BE RESPONSIBLE FOR
1 MAIN POOL CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
� -L BOTTOM EL. 47.0 1 8. THE CONTRACTOR SWILL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
SEE PLAN
PROPERLY PERMITTED FACILITY AS REQUIRED.
r04° t1wAltE + , ANCHOR FABRIC SKIRT
LOWER EMBANKMENT TO BE LINED 3 BOTTOM 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
_ A F{L g1 F !C WITH FABRIC AND RIP RAP. EL 46.0 EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
� A5 DIRECTED BY ENGINEER �� �i�I�bvEbc�rA4�
`!''^^ I Q IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEM_ - - - F OF
ENERGY DISSIPATOR TO SEEDING SPECOPE TO IFICATIONS IN ACCORDANCE THEIR INTETE��iT TO EXCAVATE, WRITING, NOT LESS THAN 10 DAYSSHALL NOTIFY ALL APPROPRIATE PRIOR 0 EXCAVATING.
# + 6:1 VEGETATED SHELF TO BE PLANTED 10. THE CONTRACTOR SWILL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
WITH WETLAND SPECIES I.E. COMMON THREE RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
�! SQUARE. DUCKWEED, PICKEREL WEED, PONDWEED, APPROPRIATE PERSONNEL
NOTES: SEDGES SMARTWEED WATERWEED & WI CELERY 11. EXISTING SURVEYING PERFORMED BY HANOVER DESIGN SERVICES AND SUPPLIED BY
GA� 1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND * A PUMP WILL BE PRbVIDED TO DRAIN THE BASIN THE OWNER.
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY �p FOR MAINTENANCE AND EMERGENCIES 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
SPACING. Q�' THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
G PRIOR TO INSTALLATION.
daTEx 2. FABRIC SWILL BE FOR EROSION CONTROL AND MIN. 01 DETENTION., POND & FOREBAY SECTION 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
1. AS SVNTICIFIC FMM USE A PEAVIDt15 SICET OF MTLOK a To P11DIIVE NEFM SVBUFY 10 TW MP LATKOL MAW WITH 36" IN WIDTH. FABRIC SHALL BE FASTENED � HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
POLYtS;,ER OR RTNVUE E YAlb -,TOM s1�arN 2rs-" Tom sFwPs MOUND THE am of THE a�I ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE MI �
[ti0 11IGN Il1L} I,NT CONTA1Oi ULTRNYIDIET RAY AWA AT A MAMAN OF 1.5 Fr ABOVE T,E MV INLET CREST. N• 14, ALL PVC UTILITY AWNS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
iTlilwr AlEi Sritkl�7tS. FAIR SHOIJ D OE SUFFICIENTLY ENGINEER. AT FINAL GRADE.
SEDIMEN Tp �,� AP III E D,USED I OF HO �Apy a RACE THE BOTTOM 12 MI AT OF 1,1E FABRIG w A 11p11G1 AND 3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE * SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER 15. ALL SERVICE CONNECTIONS SFWl BE INSTATED TO MEET AT. LOCAL AND STATE CODES.
9tA11k7fT POOL. e11RLAP YAY E USED ihDl, 9110Rf Ti1M1 LrAaaFLL TFE 11t1]ICH wmr AT LEAST 4 1Q31E8 OF CIr11S1rFJJ STONE
AFPLIdOlofi. IT MU5r E IUD �+' 80 WM OR 12 MOM OF COMPACTED �• SELF -FASTENER STEEL ANGLE TYPE. SPECIES TYPES: COMMON THREE -SQUARE SMARTWEED METERS, TAPS, MATERIALS. WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBUTY
2. CUT FAI111C FROM A CONFINUG IS POLL TO NdAMWE JOMB. 7. FASTEN FAw1O SECUIRELY TID THE SLAM AND FIMYE JOLN,1 MUST w 6 MI DUCKWEED WATERWEED OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
OIMAppFD TO AE NEXT gyy� 4. WOOD POST SWILL BE A MIN. OF B IN HEIGHT AND 3 16. ALL PAVEMENT, BASE AND SUBGRA)E SHALL COMFORM TO NCDOT STANDARDS INCLUDING
a FOR STAID u� a --em EoANILENr TO a IN DIAMETER. WIRE FABRIC SWILL BE FASTENED 2" - 3" POND WEED WILD CHERRY
1�TAIL WIFM A i11iRlM LE141TH CF 3 Fr. a THE TOP OF TW FRAME AM fMW MUST W WELL pEILOr TW OI10 M �• 'I` STEELK-AWORKMANSHIP, MATT:RWS AND EQUIPMENT. APPROPRIATE BARRICADES. SKINS, LIGHTS
TO WOODEN POST WITH NOT LESS THAN WIRE STADLE COARSE AGGREGATEOR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
w s sTAItE1 EVENLY AROt>p TIE PE7TIMEfER OF TIE NIET E1.E11Y10N THEN TE T Mk THE ORDP NLET TO t o R1110FF FTIOY , drSEDGES 1 S R TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
ti A mum OF 3 FT APART, MET SULTRILY ORK THM who DIPY1SStl0 THE *dL IT MAY IEIJr4411RT TD A 1E11+ORMlIr ) 1/2 LONG
UK OInt1ID. APW0 11A1iLY 1B 1ICNES DE1LP. Ott ON 11E DOMNIIOPE SSE OF 11E 57lMlCR�E
• IN PAVED AREAS � 17. ALL AREAS SHALL BE GRADER FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
TEMPORARY SILT FENCE TEMPORARY GRAVELLED uSE MONUMENT CASING .5 WEIR ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHAM BE
1UPORARY FABRIC -DROP INLET EROSION COb=LSLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
NIS NTS 18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
CONSTRUCTION ENTRANCE �__4�-0 fL AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
SEE PLAN FOR PIPE NTS - 2' cuRH s1UP WHr1 2" PVC PLUG 19. USE WHITE LANE MARKING PANT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
SEE PLAN FOR PIPE ORIENTATIO PLAN CHLORINATED RUBBER ALKYD, FS TT--P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
OMENTATIO
-.---- _ _- -------..._- .._ BLEEDING. RIFLE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
GALV. BAR GRATING - 1" x 1/$" BEARING BARS. FASTEN WITH
METER VFi ---S RE IH' colvc /Ire c:ouPUNG TYPE J CUPS. ATTACH TO 1-j1/4" x 1-1/4* x1//4" GALVANIZED NIGHT REFLECTING.
(MONUMENT BOX IF }N PAVE.AENi}STORED 1N ANGLE FRAME MORTAR E TO TOP OF OUTIR� STRUCTURE 20. DUCTILE IRON SHALL BE CLASS 5O.
+.-5. 45 DEGREE ELBOW4" PVC PIPE 24'LONG AND FACE OF WEIR. 4 x'F4 MAXIMUM OPENING. ATTACH GALVAN�IIZEEDR WII�RAEE 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
NOTE: USE DEWEY STONE TOP OF BANK ORIFICE C6P .D2Q WIRE? 22. FIELD TESTING SWILL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAD FOR
CASTING 1'-3 are 3 IAMETER STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
--CASTING CH-BN 3A FOR TCH EL 53.� UNTY BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
NOTE: USE DEWEY BROS. U11 TINS AND CH ON-47 b STONE 100D POOL 52. PAD FOR BY THE CONTRACTOR.
CH-BN 3A OR CATCH FOR YARD INLETS _
DTI=
�RINYARANDNC�56N-47 CONIC. COLLAR - p 2" IP BRASS PkPE A FITTINGS FLOOD POOL 5O.
CONIC. coLN1,R- r p o I a" C CONSTRUCTION SEQUENCE
- ---- -.. 4.ATIlif
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FORcoNCREIl Hi.ocK NGEVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
PIPE SLOT I NV.50.0 RMAL POOL 50.2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED Z
INCLUDING SIDE SLOPES DURING MID AFTER CONSTRUCTION.
CONIC. CO ASPHALT PAVEMENT cz PLAces+ a' +2 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
CONC. COLLAR- 0" ASPHALT PAVEMENT �� ELEV. VARIES TOP V I EW 3 =
INCLUDING, BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE,
ElEV. VARIES a 3. x 4• 2r' BLOWOFF TEMPORARY CHECK DAMS, ITC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON A5 �J O
Pry SLOT DETAIN. GRAVEL POSSIBLE AFTER BEGINING CONSTRUCTION. �j
� BRICK MASONRY �wa
c2 svAces+ FILTER 4. ALL F7R0510N CONTRA. MEASURES t0 � INSPECTED AFTER EACH RAN.
�� SILT FENCE, SiLT TRAPS, AND INLET PROTECTION i0 BE CLEANED WHEN HALF FULL
2-1 2" PVC ELEV 49.0- PUMP ON 1 -< uz' BOTTOM 36.0 5. IF APPLICABLE. CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN ���i11;;}
BRICK MASONRY to TO DI No. 3 _ END VIEW T,1uR COLLM SECTION A "" A DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW U ELEV. 41.25- PUMP OFF LpL COY61 sa• PROPER FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF
DUNION POND OUTLET SMUCiURE D A CONSRUGTION.
FLDW �UJI �,�-5�_ET LINV. 47.0
4' 4'6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS M•�1
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM twig
3000 PSI CONC. ; 4 - '� 30DO PSI CONIC. ; �. • o /4' slid NTS
�1 4• W�Im ENTERING STORM DRAIN PIPING. L.
hn>Es- FWIOs (MJ 7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO Al NEW AREAS TO BE GRASSED. C'
NOTE: INLET TO HAVE D ��P INLET TO HAVE D +._y. Sf✓TAWA IROk 4111 LI[ 8. ALL DISTURBED AREAS T NO BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE A5 P4
DROPcAL4 SAV 27 .:s=....sr SODA A5 POSSIBLE BUT NO LAl1J2 THAN 15 DAYS AFTER DISTURBANCE. O
"' W "Y '�':1Nt.NtTF t:Uc...AFI T- FIHVS'M
TRAP DROP FOOTING 12 do TRAP DiROP FOOTING 12 h1t 1100( AVAdLA1tt wI1H DUAL I(dIDLYOLItS iJ.L SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
SIDE VIEW wrest gyp_ lK LOCKING 1ICSL$5 1t#Sr '?' ' �' • ;�'-`r`'r --s^ -- 90. MORE STRINGENT MEASURES EESS MAY BE�REQUIRED 0 HALT EROSION IF THOSE ON THIS r.,,., Z
CCt'R1/y1 LFAV� OPENINrG AS SHOWN CCf+T1AM1 L A OPENING AS SHOWN C x A PIPE _I 5LOCK cz sPAca•51 �
DROP I N LET DETAIL DROP I N LEf W1 SI U M P PUMP DETAIL � WCI W-7 I/2L L55. 'L"°` a ;� ` � P`�' PROVE t° Lis EFFECT�E.
-._._ _._._ �eeennnsnuw O ToToICPLOP C L.N IN [MO IIW� (, A . • •' ` .
yp� 11. REMOVE ALL TEMPORARY EROSION CONTROL. MEASURES UPON COMPLETION OF CONSTRUCTION.
t» OF +d Dh11Ih1lE w10 spine TIs1111 M p/0Lwo/ IsrrseW aF RDos wFnrlm ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. W �►
FVEZO1E NOTE: ELECTRICAL PANEL TO BE LOCATED INSIDE OF BUILDING ar '`m 2 .: i
ou PVC PIPE PLASTIC r 17A r , V >"rh+ MAINTENANCE REQUIREMENTS W w
Ir tr METER BOX ;� 1
f•� �f ; r:tit.: 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM
LEANING SITE PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
Ile
2. ALL EI;X=N AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERT RUNOFF-PROOUCING RAINFALL, BUT IN NO CASE LESS THAN
•`. FINAL B�L CLASS 1 OR Z 1. Ol1t1E slsnllllp Alp T11pT. TIE h� pDps Alp IrTLrW sw1L E ao1111p tIRN a, ,
ONCE EVERT WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO AWNTAIN ALL
PRACTICES AS DESIGNED. !•�I
PIPE AS OOIhfJJE1E IWAL Wr OOI1v" MA OR pOt aF Mw1WM!L asp 1910s. i, -`r w �. :
TWO oO1Bs OF 11,R�hal1 wE hMwL 1
1pK'Jllm a Mel S Tw�AL VIL aHIIMMDE tE11®1 001MOIEE NO m OF WU 1>Ar K r.-----,--T
• � � � :- . / ,. - - - ., ; - 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
:`� \/ ' / `: BELOW THE TOP OF THE RISER. 57 GRAVEN WILL BE CLFJWfD OR REPLACED WHEN THE
ON TIE WRNS O 1/2 0.0. 4, ARMII® aFFEfs OAt l! 1d1hhhl w 1,Is MltiIOMLDII ', \ ",k::. : •-,ti:,:: SEDIMENT POOL NO LONGER DRAINS PROPERLY.
1/2 O.D. JECM ow 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION WHEN
57 STONE 4 Mel 4"I POS75 }y1,r IT BECOMES A30lfi 0.5 FEET DEEP AT THE FENCE THE SEDIMENT FENCE AND INLET PROTECTION
IA�APiL WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
I I --S� NTS S. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED ACCORDING A
FOUNMTMx TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
rM7ETwLL r Men SMAMM W %E VAL NF �TlI DENSE VEGETATIVE COVER.
3 1 A AN't1INIMAFA Miff AACI �F I1rQff "Ss 6" CONIC. 4000 psi r 1
j I I d AU 1� A � EI�IJF/ i0!JMFATwx OI®r NILY NILIt v
PIPE BEDDING DETAILS ASPFIIALT A E Al lIYRL I ADMEN RAVIOM/S mw �� 2' TYPE SF 9.5A (NCDOT) 6"x6"xVV2.9xW2.9 WELDED •
DUG"iII.E IRON PIPEiCt--O00 a v - l s --- PAViJAENT°10r 8' ABC STONE (NCDOT) WIRE FABRIC REINFORCEMENT
.� AIR J■11 de" i r 1Ss7 A�1 0
$' CONCRETE PAD st1EMIUT C�+
V r AT 3006 IS W/ s► co
{ X / �6M - 6/0 KVLF. o ' - T 1'� Cat
V
TWAT1n I x - EXIST. GR[Ill1ND x
�/� 14' NAENW, Z Cd
.Aj 22-4�, NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS. 4 ABC STONE VI
O
CONTRACTOR SHALL COORDINATE
nc rpr �� AtetQ« wj/DOWNER do GEOTECHNICAL DUMPSTER PAD DETAIL W11.4
G I� pox I11= Vie fl ,k5 Jar' MEAL ENS COTES �>I� III" ENGINEEPATO DETE MINE d
Zcu
Nil SPRING -SUMMER
GOV� III- _� ; .. r"e CAP yy BRA g 1 � �� �R �� �+ Q) o c }
IN PAVEMENT SECTION PERMANENT GRASSING DETAIL I ---I F.•l
-Z �'
� " " > � * 4 o WHERE RUNOFF IS DIRECTED � N � YIX1l�E � � � �
AWAY FROM CURB GUTTER. o I I a
GOM131NA11 Z �' K SHALL SLOPE WAY CLASS CONIC TEMPORARY FALL GRASSING DETAIL POCiAC01A 8"""�ASS SO z co
MAX h5 5V► Mr 30
�-+ co
G�Nt75 PS I2'� .Sl�CTIQVX•�Xt+ I'II:IW ��/ T�V ASPHALT 30 a SLOPE SEEDING MIXNRE T�i"""FE L COMINION BER1,4101101ASS �o w �` W
r jr 1LL.7_ 1p1f00L 4"X4" POSTS HORIzoNTAL _ 4 T RUE ib/mEwi p v I Z
NIrmr- MIZ COI,rI1Y 1 a,
IZ�Ql,11I�N1�NT5 FooTILVGS (TTiEAIED) wDoo swxNG •' RYE (grain} 120 SEEDNrG NOTES
0 W
1. Where a rent appearence is dared, omit rricaa. ��1 '[� a.
MAI /Ll. 1/E GG SIZE Berrrehdo grass may be reploeed .itn 5 LB/Acre
arrtip.degrasa, T�1
L` �4 N 22 I/2 SEED1W NOTES 2. Un commas Rm ,'o grass only on alias else it oarnt became a peel
Q, ®L_A__ I ®®® E�.EVATIDNS DRAINAGE AWAY FROM CURB YOUi1TAdi5 -- AUG 1s-DEC. 1s
i a1r JOINTOw 1001ID COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30 .e,� 0
81 1 ' 16 °, DUMPSTER PAD & ENCLOSURE DETAIL s�EOING a�► 5 0 N
o 0
S' 17 4' 17' 0' 4 6' „ SOILS .--I ,� 0 co
+► i i � i Tierofter -O lnrrwotkx and 1,000 lb Ahxe 10-10-1C hrtpixsr. � 1 - Jl1LY 15
SEWER SERVICE DETAIL 1 ' ' 1 ' r 4 agricu urd ArrdalNare n >.� rL o< apply 10-1 LB/Ire ground H��aw
ffi38' 4' AMENDMENTS
2 ' 1 s ASPHALT
CONIC. � / ��"
NTS: SLOPE ' 3' ' APPM Yee and rarbltrer a000rdsre ta
sw to" a. apply aaoo IE/Ac,. v,o„r,a
AVTEr Based on 1.5 x lrorkdng pressure of 1lX1 PSI plus AVI Water h6nner. 1. SLLTEINALK THlpallESSS sllALl BE 4• Ir1LEss Laren OThcER1TISE I�H ag+ralhlyd irrreetarrs and Soo L9/AMU. to -to -la for,I�.r
All bear*V surfaces to be carried to urx&tur'bed grotalnE 2. CONTivenoN JOI (C.J.) SPACE SAME AS SIDEWALK TlhDi1R 't fg�: ;.:... ; -. Apply, 4,000 LB/Acre Star*. Anchor straw by tOCWQ with asphalt. netting.
3. THICKEN SIDEWMIt TO 8" AT DRIVEWAYS. .4- or a mulch anchoring tool. A disk wM blades met nearly slra*a can be
4. THICKEN SIDEWALK TO e' N LAST T wPOM IT ABUTS PAVE" �',lg f ((M.) ramd as a mall+ anchoring idol. MU CH
lM, T WI No CURB. DRAINAGE TOWARD CURB �wVl.srs7
--EXISTIAFi" TIPS-EJ STACAU �/`�}•�_,�eA+• S. 1/2' ExPANS10N JCINT E.J.) REQUWE� AT W MAX. AT SIDEWALK l equivelerlt
F ✓Ili/LIS JUNCFIONS. AT AND AS NOTED ON SiTE PLAW .DOticlang D L8 Age grain .hens or wrmr of arrothsr arhobr nudch.
/. PROVIDE A EATER OF t BLDG FF1r BETWEEN MiAK AND ADJArrhIT anchorng hoaA �r rMliblmdsm.st� �aanIre mao rrn,uk
1110R1 FSIBR POpOCIgIIM Rspalr and rdNtWas d XrA" altos immediately. Toprhew with 50 L B/Acn neary '6otpd
PARN.LSNG CURB OR 10 trEmINNL FIDr O1ICIIDk of n6ogrM1 in Morch. 0 (t Is rec sis" to sxhnd temporary cwiw bgond kq bd. e�
7. Rt7NFORCE w/>x6-1D/10 w.wrl CURB SECTION, a� ) F aearly I
CURB 30' MAX. SPACING w dy \\,,, T T L T 1 L R
groWh
a000 PS s' May the maces only arras Gym. when a neat appesronoe w desired 0MR �!
f V-6" x 1'-0" x .080 STD. ALUM. 4" SCDVAX Rehrtize the blowing April wkh 50 LB/Ace nitrspen. Reped a ��\` `� ///i
HANDICAPPED PARKING SIGN ' `x� �L�
LATE WPM READ "RESERVED PARKING' . - >[ air aR TDOLm 5arleaa aril mar a aftwh a headed.
RESERVED WITH IDENTIFICATION SYMBOL R _. ' . + ,De,,,
PERMANENT GRASSING DETAIL T BOLT To wd. Pose w/ 3/s' CALADIUM DUM
y PLATED NUTS, BOLTS dt WASHERS. SEA L -
�' m PARKING ❑ I SEEDM MDffUW SEEOMIG TEMPOPMY SUMMER GRASSIN AI -
9' x V-0" x .080 STD ALUM. SIGN
IIRIPLJAE -� TO READ 'VAN ACCESSIBW a 1E ` pbE � �AM WE MD 17374
BOLT TO WO. POST WITH 3/8' CANDIU `e-to/to wrLl elm RYE (Q►qur� 1� TAIL FESCUE (bWW d two a ' �`�/ '•l ,I �
® PLATED NUTS, BOLTS dL WASHERS sugnlDE ANN LktiPEDEIII (Kobe in yewY�roe� 200
Piedmont and Coastal Plain, RfE (grays) GERMAN MILLET 40 /
3 A!!Af STAKE 9" x 1'-0' x .080 STD ALUM. SIGN o �IIGIIT Korean in Mountains) 50 //�i CRE� \�,
TO RFJiD "MAXIMUM PENALTY :250, in the pMdmwt and mountains, a srnad-stemmed swrdarrgrass may be \�
PRDT£CTIV£ A WRI£R f ICNT ABIIV£ 1 _ 12" I GS 20-376WAX.6". BOLT TO WD. POST F WalI ION s 41' OR CMOs beyoOmR 06W.a uns. + drrayon d temporary couwr is naR to exterW SEEDMIG �T� wbstituted at a rate d 50 LB/Acre. T i 11 i I I I N 1111
r� APW
WITH 3/8" CANDIUM PLATED OD nAW a Um �t y'd e� [� [�T� .w#MRr _ ECEI �a
WAM
AGE DS'T�MBBOL BORDER
D�BL.UE GREEN
PUTS. BOLTS dt WASHERS. FINISHED BLOC.-STRUCTUW FUNK 81e1MiA KW A 114 3LOPE t xrNmma=ALM JOINTPlut3ORh� � SEE MI G DATES: 'T� `� 1 `�' - T �� � `�'DW NK
BACKGROUND - WHiTE PRESSURE TREATED 41 POST. GRADE r Maintains - Abow 2W ft Feb. 15-May 15 �� NL AMENDMENTS MOUNTAINS - MAY 15-AUG. is DATE 03-06-06
�- dNl/IM TOOLED 1 7t TOOTER w/AN
w= - Below ZSDO tt Feb.1-May 1 ZDOfj PhFnuDNr -MAY 1-ALAa 15
PLsdrrerrt -Jan 1-May 1 R V Apply lime and f@rW2 r aomdhg to EA 1-ts, ar apply 3AO0-5.00D LB/Acn COASTAL PINE - APR- 15-AUG. 15 DESIGN PGT
t. 11
IN Cooslal Plain - oea. 1-Apr. 15 � Aas 10-11 a {ass y,. krw.r rate an study Lai.) and DRAWN VLR
1,oW }rimer
\4 Lr ��� 1-1/2"R ) 1-1/2"R(TlP)
" I MIAXWUW VAN I I-_-k I I 1= :- she-1O/to rr�L � IEy L S� � SOIL. AMEN
DMENTS
alliY ` y f.. sumen OE I I Fallon r-me datiar d soil tests or ap ZOW L9lAcn. jrou_w
r /B• ) /$" ) _! I I -I I I 111=1 E I� 0 + � � Arai 1 welka "nand l 77W blam 110-,O gppIO b/ems � �- agrialtural limestone and 7W LB/Acre 18"10-10 feRBizar.
»us TO AE S4H£D III K aF.aRr r Ad oku AIP1a7P id l.7lld•rfiWMV Mg A , , III -I i 1=1 1 I 1-I I 1=1 1 I 1 2- E�ANSgN j � � � Andial by rddnl si01 gnplq L rwkp, or nedi g « by airnpirg eph a mulch
_ I 1 Apply 4AM LB/AI grain shoe or sgrwdad cover of adtr wltabie muirh.
AW7FC77VF AG It]P PS W .W DKITAELM AT ne Di79'L616 r-� _ n MATETitAL 8" ABC 51 ITT u
) R III -III 1 I ] I 1 6" ABC SIONF(NCDOT) f l a a�°`aL A drelr elRh blades set hrhharly shoiglrt oar be reed w a mulch MULCH
HACKGROL,NO BORDER -GREEN �GROU" Nb �'MNE tom' =1 I 1=11 I 1= I 1 1- Apply 4.000 LB/Am Straw. Anchor straw by tacking with aWak netting.
NP LAE - TT£ AWA i r SM !1 r7LY YrALr M III W ZrIDWM LTTT TIT =1 11� I I-1-�I I I o sir it � .� Apply 4,000 LB/Aae Show. Anchor cirri by iodrog efyr wglwlt. -11% or a mulch
TYPICAL SIDEWALK AND anchoring anchoring A tool. with blades set nearly straight can be
11C 17PS Or 11E W/l7BKA'T AMC" or a nrloh a++cra+I+g Tod. A disk rh,h blades set nso'ly Wxiphl ass be used o• a mulch aneharirlg tool.
MAKrEWICE
neEF AWMTMV �crr�r wy TYPICAL HANDICAPPED SIGN DETAIL MEWALK JOINT DSTAIWI-IEEL cHA�R RAMP DETAIL d a tool
n\ iem� Firtiu oocw�rq b eoi teeb or 40 LB/Aae rhibogsh in or
His Fibruwy, 4d LBTn Saplembsr and 40 LB in Namrnber. halt a 1 1/-4-8. �NTBWwa
NTS NTS ar aimlior h.f hnllaer. Draw a.yExsr applcarnars duri,g ,am WMUW. a this SHEET 2 OF 2
Nnc�reow elssd loess te drosRd�Ns Reseed 1erl7as and mulch done areas Rsiertihze 1 9-v% ➢a not rally adequate. Reseed. rdertilize and mulch im- 1
t Ras....d. r.Terdlx. and mulch im- mnh.dddy. Yoe 1s a hrght d Li-13 Err 1 a rr..d.d rlredotely folla"V erosion or aler damage. 05193
93
----- ear i .. .�- .r i; •".h. .+. . hj 'r - f -$ "- r-ry .h.1 ._h i!'N1V R �IS.t fT L-t, r.•rr� dI11- I r'H'r -
;�: it '' r, T?r r7 rY1
l•4
1 � Ii lhr � T i .} 5 •�, h .i I S�h r!! _ f�! 1,i 1f'i'411 i�Yr,�lr-I. tr'• L I.S r�irn Ir 'N�
r' r,', .. .f -Li 5 ... r . ' ?. f' ih, h Ir 3 r i 4. 1*=��' i �•�1 L.LI.