SW8040723_APPROVED PLANS_20040823

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �'EC123
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0o A 0 $ 23
YYYYMMDD

IVICIFIity Map I
Not to Scale
'tiry �t
tit
I I
X /xzz
Development Data:
ry
I
Total Tract Area - 8.12 ac.
X I,ae
minus Class IV Soils - -0-
xxi
(not applicable)
minus Natural water features - -0-
x, e \
(not applicable)
Total Development Area - 8.12 ac.t
x,a
•
Performance Residential DensitZ -
X„
8.12 ac. 0 2.9 units/ac. ( Developed") _
Total Units Permitted - 24
n.
** 24 Units Proposed **
a
x'
Recreation Area -
Zoning: R-15
12 '" x'a
24 x 0.03 ac./unit = 0.72 ac.
Land Ues Residential
x'a
x,=
** 1.54 ac.t prov'd. **
x+
x a
7
Area in Lots - 4.57 ac.t
e
Area in Public R/W - 1.27 ac.t
Eastwind
x`s x+ x+a
Open Space/Common Area - 2.28 ac.t
Subdivision
X . X„ x,
x,.
y
Total Tract Area - 8.12 ac.t
M.B. 19/73
X'x
0
Impervious Surfaces - 34,792 s.f. (Streets)
•
e�
X14. x".
- 10,625 s.f. (Sidewalks)
x+>
Cal I
x
- 108,000 s.f. (Built -upon Area)
Total - 153,417 s.f.
CII No.1\
RItu1 20.4 '
4.8 �
Sr.
6'
N
I ✓�
0
area I n/f
Garland W. Hull
ID.B. 799-676
XGt Zoning: R-15
/ Land Use: Tknberlyn
Vila" Mobile Home Park
(2) PROPOSED "END
OF ROAD" SIGNS
tit
k
F_ xis
0
1 jetob
pert,4Xe1r 1 LqtJ I 17
6,174 s.f.
/ xis
�\ I X¢La\ 8 `` s.f. \
et PROPOSED DRIVEWAYVmp
1
0_pen ` `a Mouse \ LOCATION 1 ,5"RCP
7,171 s.f.i I S(1 2•�Cl No.2
1 Xn.9 I f oa RIM 18.7
8,980 s.f. \ `-1
9' 7� AR&\72" XM _
Kensington Place
Phase 3
M.B. 35/293
14.6
- _
8,3n s.
8,599 s.f. 1
K
Lot
8,661 s.f.
i
0.
9 1
_
8,599-s.f.
House /
C
8�0
\'
9 79
1
•19.
_
5 9'S'Zr
W
1 " = 40'
BAR SCALE
40' 20' 0'
Zoning: R-15
Land Use: Residential
1 "= 40'
,. _ . A ag;
\ $$$$$$forage s
Shed Storage
1 �,ti�
1\ i 3 _
\! ,A
Mete
�o
1111Z I to 1 1„I
i 17 1
Kensington Place
Phase 4
M.B. 37/110
General Notes:
1. New anover County Parcel No.:
3147 15) - 74 - 2236
3147 15 - 74 - 6408
2. Total Tract Area: 8.12 ac.t
3. Zoning District: R-15
4. Land Classification: Developed
5. This property is not within a flood
hazard area.
6. No wetlands exist upon this site.
277' to nearest
Fse Hydrant
POND No.2 \,
X lee \ 1 \
XI \\
\\\\\
$ns
Xle.e
Xlzo
`i 3('60 !\
\ X1¢0
STORMWATER RETENTION POND No.1
TOP OF BANK 16.8
FLOOD POOL 13.9
NORMAL POOL 12.8
BOTTOM 7.8
30' EMERGENCY-
MERGENCY 2e
SPILLWAY; ELEV. 16.4 IN
5' LANDSCAPE
EASEMENT
10' PUBLIC MAINTENANCE &
DRAINAGE EASEMENT
24
i�Og11� �� 7 L C7 t
24
0 I 19,75 9, s., f.
SDMH I
TRAMC NOTES
1) PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. WATERS METER(S)
CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND
THE STATE HAS GIVEN THEIR FINAL APPROVAL. CALL 343-3910
FOR INFORMATION.
2) ALL SIGNS AND ,PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC
TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES) STANDARDS.
3) UPON OPENING STREET TO TRAFFIC, CONTACT TRAFFIC
ENGINEERING TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STRRET NAMES MUST BE APPROVED
PRIOR TO INSTALLATION OF STREET NAME SIGNS.
NOTE:
ALL RUNOFF FROM INDIVIDUAL LOTS SHALL BE
DIRECTED TO STORMWATER COLLECTION SYSTEM
EXISTING DRIVEWAY TO
BE CLOSED PER CITY
STANDARDS
18" FES w/
/__8'x8'x12" ED
x lae INV 14.7
NOTE:
\ DRAIN
MAT A
SEEDII
\ COMPI
EXISTING ROADSIDE SWALE TO BE
RE -PROFILED AS A 3:1 SWALE;
MATCH PROPOSED GRADES
24" FES w/
10'x10'x18" ED
INV 12.0
REVISIONS
Description By
W
1.4
20' PUBLIC UTILITY Land Use: A O
EASEMENT Residential C)
N.H. COUNTY SSMH
A-40.1 0 F'7 Z
RIM 15.7 y }G� w
INV 8.35 F�•�F
18"FES; INV 13.0~n- w Z
MATCH EXISTING Q1 E-4 0
ASPHALT GRADE; 15.6t -C:4 rE-4
X"W1 HC RAMP PER CITY OF y
Is, WILMINGTON STANDARDS 1-•-F
�--CI \\�\d�\r (1) 8" TAPPING SLEEVE E,W O Q
il
R�\� ReoV�� (1) F.H. T ASSIYG VALVE 'n
�18"RCP V 1
CI c�
-DIM 5
MATCH EXISTING
N=;9 ASPHALT GRADE; 15.2t
^
O
-1 - PROPOSED "STOP" SIGN
w
00
_ � 18" FES w/
(\2
8'x8'x12" ED
Z
INV 12.7
N
cal
REMOVE EXISTING 15" RCP
0
\ XI„
A x,.9
W
Cd
V
X 12-e
1-�
�
n�
Q)
U
.--1
24" FES w/
1r �1
a)
4
O
co
n X1.9 10'x10'x18" ED
~
�
tCO
o
\ 13 INV 12.7
Z
Cl)0
Z
co
1
CO
APPROXIMATE LOCATION OF
r,
z
t
\ "'STING 8" WATER MAIN
Y' x"41h4
W
w
x
�.
I
I z
>auee
a
W
O
bb0)0a
O
O w
WiLMINGTON STANDARDS
STORMWATER RETENTION POND No.2
TOP OF BANK 16 8
FLOOD POOL 13.9 APPROVED 'yv
NORMAL POOL 12.9 NORTH CAROLINA ENVIRONMENTAL
BOTTOM 7.8
Utilities Notes:
1. Project shall comply with City of Wilmington Cross
Connection Control requirements. Water meter(s)
cannot be released until all requirements are
met. Call 343-3910 for information.
2. Any irrigation system supplied by City water
shall comply with the City s Cross Connection
Control regulations. Call 343-3910 for information.
3. If contractor desires City water for construction,
he shall Opp in advance for this service and must
provide a =Luced pressure zone (RPZ) backflow
prevention device on the developer's side of
the water meter box.
4. Water services can not be activated on new water
mains until the Engineer's Certification and Applicants's
Certification have been provided and N.C.D.E.N.R. has
issued "Final Approval."
5. Runoff from houses and driveways shall be directed
toward street to be collected by stormwater system.
6. At all water/storm water crossings, water main must
pass under stormwater pipe.
1`
N.H. COUNTY SSMH
W
�,
XI..z „e
XK t ,9'
A-40
0
0
X�wm
RIM 14.2
L,"
\\
INV 1.36
t 1
x,.'
1` x1X .
xuo
-
MANAGEMENT COMMISSION N'1'
DIVISION OF WATER QUALITY XI,s
X",,
Z3_Au6- 2cz>4
x lao
GEND )kl E PRINTED GD
- - - -42 - - EXISTING CONTOUR AUG 1 2 2t, r
X107
EXISTING SPOT ELEVATION
V_Iiyo
PROPOSED SPOT ELEVATION
®
CURB INLET w/INLET PROTECTION
-� -�
STORMWATER RUNOFF DIRECTION
-
SWALE
TSF
X
TEMPORARY SILT FENCE
LIMITS OF DISTURBANCE
�r
�fs rt�
TREE TO BE REMAIN UNDISTURBED
TREE TO BE REMOVED OR RELOCATED
/4,
t SEAL
3 2 17374
GREGO0•
DATE 8-11-04
DESIGN PGT
DRAWN MBH
AUG 13 Z004
�.
SHEET 1 �
04057

2X4 WOOD FRAME REVISIONS
AOI� woo0 OR stm STAKE
°D fR No
E PAVED OTHER y�� ypp� p�( ♦f4'N11111�M� F"� �9 Date Description By
i.'�P T6'ABE° Lush OTHER A& W C i ' i aF'
nWITH STREETS hpµ 7pp gEAS
1 1 G o 1 1/4• RESIDENTIAL AREAS. O� 3/8 NOTED ON PLANS PROVIDE
95 - -- �� tl I
fAORf UNPAVED ROADS PROVIDE T I�
A
M rrM �" Mne ' RUNOFF WATER 0
iL-
"10 CONCRETE
ELEVATION .. -. _ WdNNE ERNE a .OY1l l aMNep _ �^ OOOO --'o SEDIMENT NLET
S'IEEfLoR�Oort CONCRETE COLLAR '
t3 - a pA �pR /ppSMll 1D ?Sr PAL AHCMII PFF aAe4MA n i r GRATE a
PLAN VIEW 1 '- /SPENT � : ZMW TO GRADE EdIIA• 1� _ _ _ BURgREC1Ep pIgNEOt COAFABRIC SKIRT RSE AGGREGATE
EIEVATKN SECTION A -A ; ® ! _ ., U U TEMPORARY GRAVELLED
MANHOLE STEP DETAIL �' ENFORCING PRECAST 11. CONSTRUCTION ENTRANCE
slrE want NDTTs
ECCENTRIC TOP sA:AA.A
w HIS 1. TLE CONTRACTOR sWl VISIT THE SITE AND BECOME FAMILIAR® WITH EXISTING
NITS °-
a 48' DMMETER STD. CONCITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE
� MANHOLE \ 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN UNITS
;.x .I IN 78 I /11OC /L � T �•t 111� P 2X4 WOOD FRAME DOR
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
WRH AST1A C 479 MIN. WALL THICKNESS
Z,r.=�
FpR 4- DIAL BARREL aw�r.w =A DEBRIS EXLSTNNc srRIICTINRES ABOVE AND BELOW ORGAaIO
8 MIN. WALL THICKNESS STEEL STAKE 'R[ ::< f A GRUBBING AND STRIPPWG: CONTRACTOR SHALL RAM NO REMOVE ROOTS, STUMPS,
FOR s' DIA BARREL VrMlresAw T-WDROPLET REINED FABRIC aIORf k MIdC`WIRRACTOR SFUW COORDINATEWITHOWNER NDTHEIR NIGL
r/ • ., w.rD ,aus
^<
- - - - - - -
SOFT AREAS
-
e� _ ry, (,�p� REPRESENTATIVE ro CIXIROMATE REMOVAL a: ANY
5 TYP I µDI NO�MAiH MPRO BE I MINT �T �IR'NT LIZUS ""'°°•"'-°•` "•` S DISPOSAL CLEARED. GRUBBED, STRIPPED OR DIRER WASTE MATERIAL SHALL BE
PLAN N _ _ . - -_ _ -,.� �. o im �Y.w S. FILLREMAM FROM SITE AND DISPOSED COMPACTION SHOD COUPLET WITH CEOTECTWAL REPORTIN A PROPERLY PERMITTED fNf7LITY.
NON -SHRINKING GROUT I - '� ^`"� °'" " �° ^•"'""^11.D „.,�,. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A
11 T•PERSSEEWWpptt !d Yd !1 �- •""•"„ " - s,art BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
° a p 1T .f �RFMIIEDCR - AM[ - /� I -51 „ CUT ND FL) QUANTITIES AND coMPLEtE NsrAUtILW ro SPEc9ED GRADES.THE CONTRACTOR SHALL FURNISH SUITABLE ` J
w a O�T mw ���-��CE�lAL77C\HL1SERS ppt a PROPERLY PERMITTED FACILITY AS REQUIRED
80RROW MATERIAL FROM AN OFF -SEE
j­�v� a : r �r ,� �s AT CORNERS ° ` NIf 9. THE CONTRACTOR E RESPONSIBLE FOR THE IACATKN AM PROTECTION OF ALL
SECTION c N . i n MIMMUM 8' STONE E%bl9li UTILITIES DUI NG CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATKINS
SECTION D �00000 "+ I °o°Doc BEDDINO FOUNDA71ON 70P a COMFIT __. _ -- G-L _ -I Nat NDNG ROADWAYS OR RIGHT-OF-WAYS, WAYS, L Al1C AREAS N PRIVATE
- �.,: NOTES' - � J""Y EASEMENTS, THE CONTRACTOR SMALL Ig1FY ALL APPROPRIATE PERSONNEL OF
°a - 1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON. 5. TO PROVIDE NEEDED STABILITY TO THE INSTALIA7NIN. FRAME WITH Lr �w°Y.,°„ TIER INTENT 70 EXCAVATE, N WRITING, NOT LESS THAN 10 DAYS PRIOR ro EXCAVATING.
o°°O° °°°o°°°°°O°O°O°O° °°O°O°O°O°O°O°O°O°O°°°°` -H ARM Ii POLYESTER. OR ETHYLENE YARN -EXTRA STRENGTH 214-INCH WOOD STRIPS AROLM THE CREST OF THE OVERFLOW 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONECTION/
_ _ _o_o_o_o_oP _o_o_o _o_o_o_o_o_o_ 0 ((5_0�l�8 �/MNCH1 MN) -THAT LXNITANS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP NLET CREST. REDONEl:T10N AND//OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
®AN /RMII,11i5 AND SfABIl1ERS FABRIC SHOULD BE SUFFICIENTLY z' Rl AIL APPROPRYI7E PFRSbNNLL.
RUBBER GASKET _. _-_-- A, _ a. BANGIQILLLT 7�RENCH12W LEAAST 44 RICCHES OF"CRUISED SSTOIE
Y POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY Oerai IT. EXIMNG SURVEYING PERFORMED BY HOBBS SURVEYNG COMPANY, NC. AND SUPPLED BY
8- MIN. BOTTOM OF COVER SEDIMENT POOL BIIILAP MAY BE USED FOR SHORT-TERM THE OWNER
PLAN APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS. OR 12 RICHES OF COMPACTED SOIL
8' EXTENDED IJ� MONOLRHICALLY CAST RAY 19 �dIIMA� 12. THE CONTRACTOR SHALL FETE T ALL AL 09EN TES AT THEUES I SITE FURTHERMORE
BASE SEC7FO (3CTE NTH Dm I! NOT 2 CUT FABRIC FROM A CONTINUOUS ROLL ro E3AaNA7E JOINTS 7. FASTEN FABRIC SECURELY STAKE.
THE SfNffS AND FRAME JOINTS MUST BE TIER TO OWAL SFWl REPORT ALL DECREPANGES OR QUESTIONS 10 llE ENGINEER
xa ven _ REQUIRED FOR F10l.ES < 8 DEEP) saw 3. FOR SINES• USE 2r4-NCH W000(PREFERRFD)OR EOMAENT OVERLAPPED TO 11E NEXT STAKE CITY a' �e I& THE CONTRACTOR SHN.L PROVIDE ANY AMC AL LAYOUT REWIRED TO CONSTRUCT l
'0 1'-11 1/2' iv I bV'ISY Y�e1v METAL WITH A MINIMUM l04MM OF 3 Fr. a THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
' „ <I� '�A 4. SPACE STAKES EVENLY AROUND 11E PERIMETER OF llE NIEr CATION DOWNM.OPE FROM THE DROP M.ET ro KEEP RUNOFF FROM 14. ALL WC UTILITY AWNS SHALL BE NSTN1ID WITH A MINIMUM OF 38• COVER
SECTION A SECTION B 48 0 STANDARD MANHOLE -� A MAMUM OF 3 FT APART. AND SECURELY DRIVE THEM NM �AON � E MOPE AY BED A TEMPORARYTREE �, �M 1h �� � � ACRE
AT FINAL GRADE.
TUTS JEW" THE GROUND. APPROXIMATELY 1a NOTES DEEP. is METERS.
�ALL ICE CONNECTIONS TAPS, IMTQtWS, N�MR N AND ALL HMEET FEESS SHALL BCE TF� STATE CODES.
WATER METER BOX Pi-� OF THE CONTRACTOR Nq SHALL OOM-LY WITH ALL REQUIREMENTS•
TEMPORARY FABRIC DROP INLET EROSION CONTROL` YA'� MNMIIY REauREMEITs FOR EVERT so LF , TREE
T. 8 FT N IEKIIr OR 3 Fl-OWEIID TIES 5 FT IN HEIGHT AID 8 1R ALL PAVEMENT, BASE AND SIIBGRADE SHALL CONFORM ro NCDOT SQHDAIDS NODONG
SHRUBS 18' MINIMUM AT PUMWG WgM0MN9p, MATERIALS AND EWIPUFM. APPROPRIATE a%RW-4D6. SIGNS• LIGHTS
PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REWIRES 1 ROW OR OTHER TRAFFIC CONTROL DEVICES FALL BE PROVIDED N ACCORDANCE WITH TIMM
• - !OM 1'-9 5/8• _ Nrs LOW BUFFER EVERGREEN SHRUBS MINIMUM 18• AT PINING. M MAINTAIN SAFETY AND TWO WAY TRAFFIC. 04VE THE CONTRACTOR _
1 1'-10 3 4• _ r��A'• 77•ALL AREAS SHOU. BE GRADED FOR POSITIVE ANY O�AWES 1 ENGINEER PRIOROUTO INSTALLATION. AREAS SHMLL�r �)
aw PPE 101E PPE IDLE MINIMUM: 8i OF THE CARESS PAVED AREAS SHALL BE LANDSCAPE. SLOPED TO GRAIN AWAY FROM BULDRGS AT ALL TIMES.
aJ2'-9 1/4' RTJJ�n1 �/�/ �y uwAR"Q,.' a' OIL B• B' Oa I' 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18' MMIW AT 1B CONCRETE STORM DRAINAGE PIPE STALL BE CLASS I WITH RUBBER GISKETED JONTS
, _",• .. I ffMCH R R P D M PUMNG RWUIRFD FOR EVERY 15 PARKNG SPACES Ot FRACTION H. � INSTALLED
MARIN K_ FOR AWITH LL P PAVEMENT SHALL BE A Q
SECTION A -A Zr THEREOF. CONSECUTIVE PNaING SPACES SHALL NCORPORATE
CHL0RNATED RUBBER FNAL H741L , FS Tr-P-115, TYPE III, FACTORY MIXED. QUICK DRYING,
LANDSCAPE PDMS M NO MORE THAN 15 SPACES APART AND AT THE NON BLEEDING. REFLECTIVE MATERIAL MAY ADDED AT OWNERS OPTION FOR
NNUM THE ETAS OF ALL PARKING ROWS MINIMUM 8 FT WIDE AND 100 SF NIGHT REFLECTING.
MANHOLE FRAME AND COVER PPE St>f AG r MN N AREA 5 ,REFS MNEMI REQIaD MR INTERIOR Iswos, 21. CONCRETE FOR wAxs aIRes AND DRIVES SHALL HAVE A MNIMWN co►RRESSNE '
c_ IRIS O oA CLASS +. 2 O O.D.BUFFER HEIGHT REQIIREENIS sntmm 22. FEUDFELO 1FSING� SHALL BE DIE BY AN INDEPENDENT TESING LABORATORY PAID FOR v
_ _ TREES - 8 FT MINIMUM AT PLANTING 2' MIN. CN. BY THE OMAM FURTHER TESTING REQUIRED DUE TO A FARED TEST WILL BE
TOP VIEW EXIST. �� QA'A.� 1 = ' MN PAD FOR BY THE CONTRACTOR. ��••//
C 1N CLASS 1 OR 15 FT LIMN MATURE IHE7C11T
I NOTES EVERGREEN SHRUBS - 38' MINIMUM AT PLANING
•�� 711"=, �,NI I. 51mwK malmnis BALL BE 4' UNLESS NOTED oRI1LwM. �•-•- EMI I I IE'� �- 6• MINIMUM WIUE HEIGHT �(j�Tr.,L�,I
, ....r R� ❑ 2. CON 1ACnO N JOGS (CAL) SPACE SIRE A4 SIDEWALK WORE MATERIAL
i 1ATOM FO � FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZOMIG 1. ID CUT SLOPE OR FILL SLOPE SFWL EXC®ARISE OR FALL OF ONE FOOT FOR I'•M'� HRH
END VIEW Y W A� (R A TR/omt SDEWWU(ro tr AT oRNEWAYS. PVC PIPE a Fr MNNEIN HEIGHT Al OTHER EVERY RUIN OF 3 FEET (1 VERTICAL ro 3 HORIZONTAL).
❑ ❑ 4. THEMWITH SIDEWALK 10 6' N LAST 3' WERE IT A MM PA41MR DUCTILE IRON PIPE VISION •E; N O PUNT MATERIAL OVER 30• N THESE AREAS. 2. NO $MONT WILL BE ALLOWED M EXIT THE SITE. ALL EROSION SHALL BE COHIROLLID
� p1pC p��IV I��.1, �+PCUJDM SIDE
e� A A 5. t/2' OTI"AT cum JONr E.I.) REWIRED AT 5O SITE
PL 9DEWIlIt PIPE BEDDING DETAILS PROTECTION FROM VE#LLNM TRAFFIC PROF NtOID ALL PWtf 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE SAFTER EMAW CaaTRULTON O
PROMISE
A KVER OF AND As KUOTED oN SITE RND MATERIAL WRBNG, GROSS TES• TIMBERS• ETC. NGLW K BUT NOT IN= TO GRAVEUED CONSIItIN.'IION ENRRAAOE sEr FDM 0
y _ IL PARAIING CURB OR i BIDG FELT BEIWFEI W WL AND AD,NCOMT THE OWNER E RESPONIB E FOR MAINTENANCE OF O
a 6 ®aw-'Nwoman # PLAN w LADSCAPIG TO BMW THE PUNT MATERIAL LNFS. 4. POSSIBLE �ALLmOSI�AFTER RQ�M .B AFTER MEASURES AS SOOT AS {.,
_ 7. REINFORCE ./ar�io/w W.W.M.... �/_
51DE VIEW aaa wr<iY.mu, �� C11 � ... 71Y MAX.SPACING
ea' Law SILT FENCE. SILT TRAYS, AND INLET PROTECHON ro BE CLEANED WHEN HALF FULL.. O PSI
CIAO r s• z tz rz t L e L r �•A 5. F APPLICABLE, CONSTRUCT PROPOSED RETENTION POD TO ACT AS A SEDIMENT BASIN
.{T?'.•%� �=°i /E�• e � OKIG CONSTRUCTION. . RESTORE
POND TO DESK OF %i AS REQUIRED TO COMPLETION PRO/ER FI1NT.'IIONRD. RESTORE POND ro DESIGN LEVELS AT THE coIPLETION a f••••( I.-�
PVC PIPE PLASTIC fl911T2t t % •�• �IfA� ' - _ + LATE WINTER liR, EAMY SPRING IL F APPUCABLE. NSTAL DROP NLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS Z T""1 AHD
METER BOX �� 94rY+i • r A.or,wr Av. c er..a. SEEDING MDCTURE OIMD ENTERING STSIRl1 DRAM REMOVE ACCIIAAAIED SLT AS HEEDED ro PREVENT SILT FROM
waawall8J? ®® x �' IEkPOR/IRY GRASSING DEVIL A4'LAY R OF DRAM PPAD. Q
E�/; 7. A 4• LAYER of PLEAS S AULSHALLB BE APPLIED ro ALL AEC AREAS SEEDING TIN GRASSED.
= CI of nllmin ton B SO ° AS POD "PLEAS T NO BE R THAN N "GW YS AFTER LIST ANCSCHEDULE AS w E-I
Y City 4 9 4 ' P8L7E [Ib/EDAM .ALL SLOPED AREAS 0 EE sN m NO UIERMATHAN 5E DAYS. DISTURBANCE
Local Residential Street Section RYE (cmin 120
ANNl1AL t£:SPEDIA (Kobs�n. 9. MORE STRINGENT AL EROSION CRESOL YEAREW INVITE HALT T E COMPLETE
1.4
LLE4 sl�r t_P"M Piedmont andKoreon in MOMCntaoai evfa 10. PLANROVOE LESS
MAY BE REQUITED TO FWS EROSION IF iHDSE ON DADS
PUN PROVE TO BE LESS EROSION
11. BEHOVE ALL TEMPORARY EROSION CONTROL MEASURES IRON COMPLETION OF CONSTRUCTION.
... .., • SECTION 'A A' y�ba^ ° �"' d""U«' °T tRpa«Y ewer is n°L m aEnd AL PE7t1UN1ElR MEASURES siA1 BE WELL ESTABLISHED PRIOR DO PRO.IECT GDMT+LETI011. I�� Fail �aJ
AOr£ Based «x L5 x va-A g P•+essur of IW PSI M� AVVA Vater lk.wer. Tt {{��
M1 bmr*W sTrfaces to be carrkd to urx* rlted I 8'tPtAd �� IDIi SEEDING DATES:
pWym >RdAAT >r hyA a£ VW 6W CAST AN LF E�T',(4E 1/B'B 7pOlip 1/45n' DEEP dN/ MwNoBr - Abwe 25M It FW. 15-May 15 t. LEAVING SITE ENTRANCE T P DR BE MAINTAINED T 1D PREVENT M OR SEDIMENT FROM E. 4
JAAWWMR/ A/RWA J14W11 JONT JONr BNow 2500 Lt Fa0. 7-May 1 � • TOP DRESSING WITH 1W) RICH STONE MAY BE REWIRED.
.. ` 1/S'R TOOLED 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE DECKED FOR STABILITY AND W Q
P�7
ro VAMP MW ST14AS4RD AFAVY Jf/f,// Y Now /� \ C PIdn�Dlie 1y IOTA ,5 OPERATION FOLLOWING EVERY RUNOFF -PRODUCING. RANFAL, BUT N NO CASE LESS THAN
/� �/W _ t. mwva v v wv vI ra my r M aou� ONCE EVERY WFiK. ANY NEFDID REPAIRS WILL BE MADE IMMEDIATELY TO MNNWN AL
VAL JOM/X LM s Lawn a w s ema " ar PRACTICES AS DESIGNED.
wTs _ y so, SOIL AMENDMENTS 3. SEDIMENT BASINS WALL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
R Folow raoaml«Matlom of vo9 teete « oy 2A00 I,/«xs round aV�- SEDIMENT THE
POOL LONGER DRVINS GRAVEL
WILL
LPROPERLHE CLEANED OR REPLACED WHEN THE a
lG ABC S+OOE1Ncoo0 r1f , I ca vo\\eY I Y.
had ina.Lo s and 750 W/acre To-10-,�0 i«Ifzar. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SLDEIEJT FENCE WHEN IT BECOMES ABOUT r ,
MATERIAL I 0.5 FRET DEEP AT THE FENCE THE SfONEIT FENCE WILL BE REPAIRED AS NECESSARY v
•N,,. :". •," " I' ABC �id Non-Munkipal MULCH 70 MAINTAIN A BARRIER
Utility F+nt S ALL SEEDED AREAS WILL BE FERRUZED• RESEEDED AS NECESSARY, AND MULCHED ACCORDING < �--/
Apply 4,00D LB/A" sae. MNJnr eho. by tx11 rM wpholt, nMlbq. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO AWMNN A VIGOROUS.
/� « a mukA anclMrNrp teat A dfMt wM blades eet Maly w1ralGllt Ian M DENSE VEGETATIVE COVER. V'
P*V W%//U�/UCIrO/V �AHs i \�•) CONTRACIZIN � (�•) used ne a mJch andwrhq tool.
''cur aNr rug SIDEWALK JOINT DETAILS Nis �, R 50R 01)
It
ENANCE N
H etl "Re wHWze A not 1uIY • Reeved. releAlze and mieh In-
r
ner llew �e TP 26' 7� Modately I°I°aYq «aelon « aTR« danage. Z it
W. ( 50 I SPRING -SUMMER
MQ e/M waa ru.Ie PERMANENT GRASSING DETAIL o
vAfls IF OR Fie I R/w I SEEDING MIXTURE W «i
ar�I rwrwe v eoaYnaA rxe' FG7E i6/NQI) w
snTEL OR WOOD POST
wIE `"°`C •� City of Wilmington o TEMPORARY FALL GRASSING DETAIL 7 o �,
IAIAt,rt q s FILTER FABRIC . . d GEN M MEET 10 SEEDING MDRURE ~ �' L 1 '� CD
TE Residential Cul-de-sac TALL FESCUE so R„E r6/�I.) o LO In
c � L SEEDING NOTES RYE (grain) 120 ��je 1
rm rINwt rlmeu ON g1W�, _ v 1. WWn a nod appearance To devbv4 aM ywkea r^, CD CD z
4 I AS DIRECTED BY ENGINEER Hwo ®.E�u M m�Wm�•MLi alW. OL LaML '•"•m Bermuda Gro• °al' be nplmed MN 5 U/Aae °rdpedgoea I"�I � t` � z
ANCHOR FABRIC SKIRT 2. Raw aonnwn A . grs only, an .WIN .bare I carrot esaanw a pint, SEEDING NOTES •r�-1 w
e nre s Pvc � a v1 VAZ aeaL O WAv KIOt RVRWN Male N AWN CO STAL P - RandUG. 15-EEC. 15 R-I
IILJII IILfII 111111117, epNe es a �e
a ..MI M saew wwoa m IETAAM vmx �H vw r H Sww��ICI�1 DRAWN MANHOLE DETAIL SEEDING DIATES "L PEN" one PIEDMIrt - Auc. Ts-DEc 30 a
wnemr MrrWl M IerIN v lO 5/ Ne MAXLM N VAM, inM V4H. M>D/Le M sfWfES APMU 1 - .RAY +5 n/ Z
SOIL AMENDMENTS W trrZyyO rn Cn l
Taco M eewoes aiDe r M arr 5/no/r W 1',d• Faow nicanaWpBom of sail feeb « 2.000 LB/Acre ground a .r1~-1 Hy
NOTES e u srT mrR meM:ras AIM 1w MOr
1. FENCE FARING SHALL BE A III OF 32' N W!!IN AD
S MLL LIVE A MN OF SIX LIE WM WITH 12 STAY - - -r
+r 1• -..� •„7Q I' aplaAaW rtrrrewtom and 1,t1o0 LB Aaa 1 -10-10 r«URzer. (�-"!
SPACING.
2. FABRIC STILL BE FOR EROSION CONTROL AND MI. OF GUIDELJNES FOR STANDARD ti 3'7 S `1 3T' I ._--"n• ,� aIM 1.ID. apppdm m eW tw1w « Zpy 3.DDD LB/A. Grand 0)
GUIDELINES 0 0
AADDEIN QUATELLYY O THE WOEEFFMBE W AS DIRECTED BY THE G' I � I� F �_ I1. ' � � alrMaM6ed BnMLan. Ina 500 l8/Aa. 10-10-10 lsi�r. MULCH r7 .-•N r•-I „y"Iy "
ENGINEER 3/4 OR 1 RESIDDITIAL WATER SERVICE it x
3. STEEL POST SHALL BE W-W IN I]O1r AND BE OF THE NTS - --r -' I �/� ar a KM arM«hq tool. A did, with Mads set Peary straight can be a
SELF -FASTENER 31EF1 ANGLE TYPE y��,./-T MWY 4.000 lB/A«e Straw. Meteor Waa by mcHrr9 with oeWaR. nailing.
4. WOOD POST MVLL BE A lK OF 6' IN HEIGHT AND S r Ir Y MULCH rlevd an o mukA arlelarfrq tool.
D 4' N DIAMETER. WIRE FABRIC SMALL BE FA4101111
TO
GT POST wR„ NOT LESS THAN ,9 wPE STWOLE TYP I CAL GRASS `. °`.'ALE / .pp _ Andam M t°�- � = INN° me or by a g � nv*h MAINTENANCE
-_ 01TrJA6 FLAW aWi� tool. Ad* wn bMdN eM marN elralyN can by rwd a. a mdch Happy � referr9@e darrNge� arew YnrtMdately. Topdrev with 50 UB/&c
a NMoGan in Marts. N R in necessary m aANM temporary corer beyo.,'
TEMPORARY SILT FENCE MXAD SIDY BPSr �{ M S7AE Am 15, werwed with 50 LB/Acni TmW Modamont «M CaaKd Plant)
• • TAP AIU1Er71W MMIR+ I r/®O ADVE « Kaem (Moaaoim) Ieepedem in IoN February or e«y March.
I"E MAINTENANCE O
JI Marobe the MoaYq Apf with 50 LB/Am rdbepn Taped o. groaU reglaaa 1 , �L'I�p
}I-( rli� ..._ tr Yq M nrdwM Dry Ines a oa. Whwe a neat appearance Y dleVe4 anR FALL -WINTER
ER
ABET _uy ��Li (. 11I Swtwa and rrw an alien an rresded.
\\\111111111
PERMANENT GRASSING DETAIL �N CARq�%,
�-- :E.-s.� -• A _ur_r4araaeureneweraeo:eser TEMPORARY SUMMERGRASSING AI ESsI �-
�-24 I SEEDING MD(TURE AEUKSEEDING MDCTURE-
8' dAlI1O LO J12.�N xreer «Aw>srAwoa RATE [b/HSdM11 �' W►7E Ab/dCIli :• E A L
TOP OF BANK EMBANKMENT - DI A" /EAVY A//Y [D %� �.T%N x� L»IlCI�L"T�V GERMMAN MILLET 40 � r,bvrv^d 'a'�) .. r_200 U �
MALL FESCUE (blend of two a
17374
Jrl:l c INTED = V- EL 18.8 CITY FLOOD FOOL EL 15.6 Lay, a•..AY• IJT•L - -� TITS In the peMIm1R and mounml e. a Ana-eMnaad arN,«rgra. may be SEEDING DJITES. : <� ''•- I
'. _ NMMubd a a Pat. of 50 LB A«w _Ub ^r.. %. �.O ^-.......
STATE FLOOD POOL EL 13.9 r'•�-' �. _-_Er- :+ -_ L(/ U \
1 70 NORMAL POOL EL. 12.8 EIaL+ '/ ❑ ❑ = 7-- i^ °- _ RE� 3 FL 11.8 ITNB M rtWONG - ,• . ,/a' 0" M Ilan FTs+o+ WITH Iw'1TE = _:!" _Y_ ::-.Ac c-. SEEDING NOTE'$ _ , I I I I I I H, r\t�.
lI GAU V aMR AtraQ1 W ,-7/4• , ,-1 4 wt 4 ON1nr® 1�❑ - _ --,f i =_�- , A " MOUNTAINS - MAY 15-ADS. 15 SOIL AMENDMENTS
Roc free rAgwlaW HIeM ro 10P tl� Smwnurc M and Arflaer emer&M m soG tW «
_ _ _:-.tc- i-:• PED11l7M - WY 1-AUO. 1S
FLOOD POOL 15. _ .!- COASTAL PLAN - APR. 15-AUG. 15 aaald
�1 6 Dry --__r4r__ AIPrAP OLflPAE.aIff N,Qpp Sae To-ta, a rardli oppy 7� a tT14K r ABPFAT r prr O uN 0M lower role sondy�� nd U/"� DATE S- 1 1 -04
1� PoREBAY 2 MAN POOL tlLa 31 I r SFAiNROAMr SOIL AMENDMENTS
2 BOTTOM EL. 9.8. 1 STATE PAN e
24iiFP FLOOD POOL 13.9 _ ./�////./� • � �A // r ABPlAPT
• POND SLOPE TO BE SEEDED IN ACCORDANCE 2 BOTTOM to WEIR A + -�' _ � �� ��IXEA�� Fobw�.emnMneaBam of will tests or 2.000 to Rae Gpnd MULCH DESIGN PGT
TO SEEDING SPECIFlCATIOED HNv. + 01"�Ore" H �, +VAL anwLaa and 75o LB/Rae' +o-to DRAWN MBH
POOL 12. ( -1 ' iMi Ccf'lI1G LaWDE1 BMflP YKIf N/J Apply 4,000 Acre 9roll straw « g. ordwrt over or b arWwr wwith a mdch.
-{. _;; ,,, CDVM MIER S AlCy PLAN MULCH a l Aida o �• � Nadia a t �.traig! � tea. a min
• 6:1 VEGETATED SHELF TO BE PLANTED 3 , Amy tT7VrDE/OYDP SA10t orMYxNq tool.
WITH WETLAND SPECIES I.E. COMMON THREE TEMPORARY S/ ^T IY •)M ,_ .ryy An7HLAmI ffloEs AAA VA M£MIES AW QFAVO/rS L Apply 4,WO LBchar Straw. Anchor ith, b by teas p arly aspllaR an Lis C
^EL .,AE' NAAFI N FlE:{0Y! OP FVW A IME/ AMS SEE H'tAll « a as a anehoanc teol. A del wM bMdew vet rMary wla+gNt am M •J�
SQUARE, DUCKWEED. PICKEREL WEED, PONDWEED, w . A•� FILTER m NLA Z rB.fETrAFOMTri "wrA"UmVAL Amm u••d a' ° n 1h °nChO� °001 MAINTENANCE
SEDGES. SMARTWEED,WATERWEED do WILD CELERY Ad, 10,R� � a rw=ae Ala#= MV 6' � apply Jvs vL
SECTION A - A BOTTOM 7.8 EUBM ApEE Ex T MY Lp�Ap/ nPIC llEM AMC F MAINTENANCE F 40 LB F SepblMer and 48 LB i Nwaro«. ran a t2-t-8, 1/-4-5.
ADP MESA v , nVr MM►Nr t2RrJ016 1 ArJ<fid�. JIIG /ILA. V� aI�AAE�- A Fob�v aoaadn9 m soV Asb « 40 LB/Am rdtro9ll NI «
DETENTION POND l� FOREBAY SECTION p�pRijgN POND Qlfjt� $1 U(� AFAW P 'y /DAEM INMY OAS .Uft.; � `oMoow `"'�' "" `" "" °° 6ieOe '"'"`Hr d <it. ow ®
d1Am aLEdw-Iwr c�srnw a�.s ENERGY DISSIPATER
lITs STD V/1 77 VAL PG 4/9H AI/GD Im rmada4lY. Now m a height of 25-3.5 IwiNe a needed
SHEET 3 OF 3
HIM 04057