SW8060802_APPROVED PLANS_20060921

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0lD OZ
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2001D 0011t
YYYYMMDD

pee"
N
W E
S
LOCATION MAP I
NOT TO SCALE
Landscape Calculations:
(Note: All regulated & significant trees
have been field located and are labeled.)
Req'd. Prov d.
Lullwater Drive Streetyard
380 1 f frontage - 48' driveways = 332 I.f. 5976 s.f.
X 18 (MF District factor)
O 1 tree / 600 s.f.
10
O 6 shrubs / 600 s.f. (min. 36" for low buffer)
60
Parking Area Interior -
23,050 s.f. x 8%
1844 s.f.
O 1 tree / 200 s.f.
9
Parking Area Perimeter - N/A
Foundation Plantings -
O 22' facade hgts. x 460' frontage x 12X
1214 s.f.
Bufferyard - 20' provd. along adjacent
residential zoning district
Overall Site -
2.3 oc.t development area x 15 trees/cc.
35
Signif. Tree removal mitigation - N/A .
2365 s.f.
Utility Notes:
1. Existing water and sanitary sewer services are
currently available to the site from public systems.
Water service will be by City of Wilmington. Sewer service
will be by City of Wilmington.
2. All utility services, such as electric power, CAN, gas &
telephone shall be installed underground.
3. Project shall comply with City of Wilmington Cross
Connection Control requirements. Water meter(s) cannot
be released until all requirements are met. Coll 343-3910
for information.
4. Water services can not be activated on new water mains
until the Engineers Certification and Applicants's
Certification have been provided and N.C.D.E.N.R. has issued
"Final Approval."
5. If contractor desires City water for construction, he
shall apply in advance for this service and must provide a
reduced pressure zone (RPZ) backflow prevention device
on the developer's side of the water meter box.
6. Any irrigation system supplied by City water shall comply
with the Citys Cross Connection Control regulations. Call
343-3910 for information.
7. When PVC water mains and/or polyethylene services are
proposed, the pipes are to be marked with No. 10 insulated
copper wire installed the entire length and strapped to
the pipes with duct tape. The insulated wire is to be
stripped to bare wire and secured to all valves and
fittings. This wire is to be accessible at all fire hydrants
and water meter boxes to aid in future location of
facilities.
B. All site lighting shall be located and installed so as not
to shine directly onto adjacent residential premises.
9. Mechanical equipment & trash receptacles will be
screened by an opaque fence.
10. All signs and pavement markings in areas open to public
traffic are to meet MUTCD standards.
11. The contractor is responsible for the location and
protection or 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 be damaged during
construction. Damaged items shall be repaired to at
least the quality or workmanship found in the original
item.
12. Storrnwoter management to be provided by wet detention.
Site Inventory Notes:
1. Soils Types: Leon sand & Murville fine sand
2. This property is not impacted by any AEC.
3. There are no Conservation Overlay
boundaries affecting this property.
4. This site Is not impacted by any recognized
historic or archeological significance.
5. No cemeteries were evidenced on the site.
6. Existing vegetation has been located and is
labeled.
7. There is no evidence of jurisdictional wetlands
on the site.
8. There is no evidence of endangered species or
habitat issues on the site.
Development Notes:
1. All development shall be in accordance
with the City of Wilmington Land
Development Code.
2. All open space to be dedded as private
utility, access and maintenance
easement and to be maintained by HOA.
Development Data:
TOTAL AREA 102.171 SF (2.35 AC)
Density - 2.34 ac. X 10.0 units/cc. _
23 units permitted & proposed
Building Coverage - 17,616 s.f. = 17.24%
Total Bldg. Area - 28,600 s f.
(22 O 1300 heated s.f. per unit)
Parking -
(22) 3-BR units x 2.25 min. sp./unit = 50
(22) 3-BR units x 2.5 max. sp./unit = 55
as 58 spaces provd. (3 H/C) et
Impervious Surfaces -
Buildings - 17,616 s.f.
Pavement - 21,506 s.f.
Concrete - 5,935 s.f.
Total - 45,057 s.f. 44.1%)
Open Space - (min. 35X req'd.)
35,760 s.f. Open Space req d.
ae 53,840 s.f. ( 52.8X) provd.
Recreation Area - (min. 50% of Open Space)
17,880 s.f. Active & Passive area req d.
et 13,620 s.f. provd. ek
(remainder to be made as Payment-M-Ileu)
Zoning: R-10
Land Use:
n/f
Sall A.
y
"/f
Zonin , R-10
9'
n/f
Donald
Zoning: R-10
n/f
Robert Charles Zoning: R-10
n/f
John D.
Zoning: R-10
n/f
Fredrick &
Single-family
Sullivan
Kenneth A.
Shepard etal
Leid Use
Hanna
mod' Use:
Single-family
tea' Use:
Prevatte Single-family
Clark etux
mod' Use:
Single-family
Elizabeth St. Ana
Residential
D.B. 1297-347
D.B. e841-605
Singe -family
ReWdential
D.B. 1206-253
Residential
D.B. 952-047 Residential
D.B. 576-588
Residential
D.B. 1765-845
SSMH NO. 1A
SAWCUT & RERE
CITY OF WILMINGTON STANDARD
T
j - -T
RIM ±50.0
/ ASPHALT TO EXITING
DRIVEWAY APRON TO MATCH
/
/ \
INV. 46.31
CONDITIONS
EXISTING ASPHALT GRADE t50.3
l
- - - - - - -
SS
SSMH Ex. 10: Tarts Cotta Public San. Seear Hain
Rim 41.17'
Inv. 36.99• \
A�
-w
a-
�� Ex. 8" Public water Main
� duo
\\ C I T. 4
aid.
\ ron,
/
\\ R'ann4167•
\\\ Inv. 37.49'
01 II'
;
ll
ll l II
n/f III III
NRP Vineyard III III
Pointe, L.L.C. 111 1 #
D.B.4176-675 1#1 III I
Zoning:nd Um (SD) I II 1 � I'll
I II
Multi -family 111 .0 III
Residential I III III
III I II
111
III 50 1
I III �' III
III III
III I it
111 I11
II 1 1 II
III Ill
III III I
III I II
III � l ll
III Ill �o�
III � III
I IN 1 II
III J ill a
II I III
III �Q III
III L 1 II
II 1 a 1 II
IIII 1 h°
111 I II I 1
IIII 1 II
III III
III III
III III 1 '
III III 1
II I
I II
III III
ill III 1
ill III
I III III 1
I II
it I III
III IJi9II
III 1
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III 11 '
Lullwater Drive
w- - - - - - - L
-.00.-----------
NKr vineyara
Pointe, L.L.C.
D.B. 4176-675
LOning: Mr-L (au)
Land Use:
Multi -family Residential
1 / \
-- r� Ex.
- - SS - SSMH
Rkn 41.OY
---.----- -- Inv. 37.68'---------- -1----i---J-----------------
(1) 8" x 8" TAPPING SLEEVE
(1) 8" TAPPING VALVE (60' Public R/W)
- -w- -w- -T # -w- - -
r RVr VJLV ULILI\IIVIa rVl\V
TOP OF BANK 48.0
CITY FLOOD POOL 46.7
STATE FLOOD POOL 45.5
NORMAL POOL 44.0
INV 47.75 i
TEST No.1 (SEE DETAIL)
---T---�--
\ 1
__ d0
49 \\
J
x n/f
Luther G.
Erown
D.B. 769-270
Zoning: R-10
Land Use:
Single-family
7b 1 Retildential
Zoning: R-10
Land Use:
Single-family
Residential
Existing
House
.,.
.�,
MR
'iL:]
r'-' armed
=���mmm
I
�0
- - - -49- - -
- LEGEND EXISTING CONTOUR
ZIP
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
+- f-
STORMWATER RUNOFF DIRECTION
(175)
LANDSCAPING w/AREA
PROPOSED FIRE HYDRANT
LIMITS OF DISTURBANCE
PROPOSED LIMITS OF DISTURBANCE
- X TSF X -
TEMPORARY SILT FENCE
- X TP X -
TREE PROTECTION
- -
10' MAINTENENCE EASEMENT
- - - - -
5' LANDSCAPE EASEMENT
APPROVED-
NOMI CAAOLM ENVIRONMENTAlia
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
21-SL-P- 2C0�
10' MAINTENENCE EASEMENT
OUTLET STRUCTURE
(SEE DERAIL)
240F.E.S. INV. 43.8
w/10'x15'x18" E.D.
n/f
Conebreak
Apartments, L.P.
D.B. 4176-675
Zoning: MF-L (SD)
Land Use:
Multi -family Residential
EXISTING DRAINAGE EASEMENT
TO BE HAND CLEARED OF
UNWANTED VEGETATION
RECEIVED
ALiG 2 2 2006
DWQ
PROJ # StAJ�aF 302
General Notes:
1. New Hanover County Parcel Nos.:
3137 07 - 79 -
4670
3137 07 - 79 -
5448
3137 07 - 79 -
6314
2. Total Tract Area:
102,171 s.f. (2.34
3. Existing Zoning: R-10
Proposed Zoning:
MF-L
Graphic Scale
20 15 10 5 0 10 20 40
SCALE 1" = 20.0' DATE PRi v i E
1
REVISIONS
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SEAL
17374
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DATE 06-30-06
DESIGN PGT
DRAWN SCM
C 1
SHEET 1 OF 2
06005
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SITE WORK NOTES mm °" `°°°% REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILW2IZED WITH EXISTING YIWTWr W IV r mlvwTm (tams koom PROCIaW bN OR Wm nm
(ONDTK)NS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE NOTE: VEGETATED SHELF 70 BE PLANTED NR ORAMRM (SAMO) BRIE: comm: vAR1ES a' -a' Y L RFwc O.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS 6' w/WETIAND SPECIES AS LISTED BELOW
CONCEIE 7MF/SWE EV A16 L TL to Description
By
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. TOP OF BANK EMBANKMENT PEPSI W _ T Ei
3. DRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, As APPIIBTm BY OWEN$ AFP'VEGETATION, DEBRIS, DEBRIS. EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC EL 48.0 cTTY FLOOD POOL M 46.7 _ __ - �+ _As'�'�-_ `o � WNW AB WOOD POST
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. -- STATE FLOOD POOL EL 45.5 YA4MALT _ --. '--.:a`. i'ASRViT ____ _�.. p16- --- WIRE FABRO -
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GE07ECHNICAL - __ .`
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. NORMAL POOL sla • - _ _ _ _ _ P •CRIyIm-..A.grible,�, -+� `"Y'��-�� MN- 12-1 2 Ell q
M - NORMAL POOL EL 44.0 �..T�Y�e FILTER FABRIC
5. DISPOSAL CLEARED, GRUBBED. STRIPPED OR OTHER WASTE MATERIAL SHALL BE EL 46.0 _ _ --
FA•E t aVrt ^/ MERMFDN WPES M. N
REAOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. J 1mum
L K oTWelb N
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. 7DE ---
FOREBAY 3 MAIN POOL _..-..---.. p�, -
J. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED t I BO7rAOA EL 4,.o E •-' `-'
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND j 1� o. 57 WASHED STONE -
FILL QUANTITIES AND COMPLETE INSTALLATION 10 SPECIFIED GRADES. FNroEMBANKMENTP LINED t BOTTOM SEE INFILTRATION DETAIL) �.
B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITEWITH ANCHOR FABRIC SKIRT
PROPERLY PERMITTED FACILITY AS REQUIRED. AS OIRF.C'IED FR6NEDt
9. THE CONTRACTOR 5 RESPONSIBLE FOR THE AFORE AND PROTECTION OF ALL FOREBAY AND DETENTION POND DETAIL "� - T.
� � EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE T IPnrAa �_., " -Ia ELEwna
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 6' CONY. "x6 x 2. f " ' • ILIA IL JI bb MANE
L
N75 6•x6xW2.9zW2.9 WELDED ' • NAOWO nWOe Nm
THEIR INTENT TO IXGVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. SHELF TO BE PLANTED WITH A MINIMUM OF 1 PLANT 20' ON CENTER MOTES: -
10. THE CONTRACTOR SHALL BE RESPONSIBLE 7O COORDINATE DISCONNECTION/ WIRE FABRIC REINFORCEMENT
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH SPECIES TYPES: COMMON THREE-SWME SMARIVEED 1. FEND FABRIC SWILL BE A WIN. OF 3Y N Wp7FL AND
94ALL HAVE A MIN, OF SIX LINE WRM WITH 12 STAY
APPROPRIATE PERSONNEL DUCKWEED WATERY/® : •�'•X�'L I l: SPACING.
POND WEED WILD CHERRY
11. EXISTING SURVEYING PERFORMED BY SN31N'S DRAFTING COMPANY AND SUPPLIED BY THE OWNER. SEDGES �:..� ! ueA ,�„ 2. TAMING SHALL BE FOR EROSION CONTROL AND ITN. OF
12. THE CONTRACTOR SHALL FIELD VERIFY Nl DIMENSIONS AT THE SITE. FURTHERMORE - ' 3a' N WOM FARIC SHALL BE FASTENED
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER .-! A TELY TO THE WIDE FABRIC AS DOW= K THE p4yp
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
C �xs'� s. STEEL POST SHALL IE 5'--W IN HEIGHT AND BE a THE
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 4' ABC STONE ab`'.�•'•- "• - SELF -FASTENER S7E11 ANGLE TYPE lots
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER A DUMPSTER PAD DETAIL .. 4. WOOD POST sNNAI.L BE A MN. OF a' N NENGNr AND 9 1. a FIMDbM. ONaL TIE A PERIW0IM s1OEr a MnNI a Ro PROEWE DIVIDED FAI,Nm b RE I K
AT FINAL GRADE. L__44• p A'1 L-•.. an RMM-0ORA WIBIOM b1yIW Mb NRR AEIIIW RAW TROT
. .. TO 4' N OMETER. WIDE FAB= SNARL E FASTENED IBM WAIT 00NOMW IRTIYMOIQ RW AFp AT A 1411YW 6 tJ R IMIE 1N Oa0► FFII Old.
15. Nl SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE COOLS. L _� _ >._...... ..,e.� 7D WOODEN POST WITH NOT LESS 1141N /B MINE STAGLE �MO F MWFC sMRAR E fmosmY
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 20" WEIR _ _ 1 1/2• LONG POME m PIP= ADN,LTW ORMWE Of AN IWFOWm a !PLANE SHE OBTAIN 12 Moo awe IAMI.' N A V1 AND
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. - OMMI r POOL NNN MAY E UM FOR MW-W M NOM WE AEIRM !N Aa' MM 4 MOO E CMaa FILE
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING DEAN A.f „ Ari," wf I - ..,. ^ ATW1f0A1ml r MNf N IOEMM mW b Mwa a t! FWO o OmFM® FOE.
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES. SIGNS, LIGHTS 1, Ate. n' � aJ ®,�,. �, �i -. s _•r_ ^" .^. i OR FA�I IRNI A INIIMRIIRt RML wl II.MMIE ARa 7. NfIFM MMC FRRFRY w7 M FMMO MO IIwC AIR MRIT E
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT I v I PI.a a ro w.A ,wna P-a -r EVAnaMPORARY SILT FENCE
a m own& m M,1-FRiI woaops o�JpR m,lwm �'M� A M Mpm b1R.
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. �� +•'^- p u MEDL WM A IFMYY IDNM or R. a I E W OF wE FINE AIM FMW MST E tRu blot M bmND
_ L !AQ FOIIRm BWIY IYwM M P'DNlIFIM a< lE WFlT 1KY� MPCMr
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPO Lvv. a TAwRO - I' va' REARM ePAS 4 ,•,- r o► a R AFwW ,Alton boECHg Y ner Tao
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL. BE 7/ aF' I I ` I { _ �,r,� T�"'I
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. Accra "w CLOTH OVER 0.7Fy wARETER - ,.. CLOTH pyER 0.75 p{
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CUSS III WITH RUBBER GASKETED JOINTS 70P eAHc DRATDE (a MESH .OZO WIRE) _ _ - r,�y ^•"" - - "" --' -, TEwIPORARY F/IBRIC DROP INLET EROSION CONTROL
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS- d• 48•` "'
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PLANT SHALL BE A "^rc "L141 Rf'� -__ ���• s ®,v
ROOD POLL 47.6 N•Iw. 1 Y-a� E
CHLORINATED RUBBER ALM, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, 24- RCP I •��-- - - " _ _
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR ATE FLOOD P00.
S ^-
NIGHT REFLECTING. NAS
20. DUCTILE IRON SHALL BE CLASS 50. ' "" • ^• •®'• MTEwure a1E sEcna
1� .ME,¢WNY EHWPPE �
21. CONCRETE FOR WALKS. CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE I POOL 44.0 At l.V]I DIY CAM AWT " '•"'-,..."�":,1:. a""•"^�� •m•'•� `�° 4•X4•POFET
STRENGTH OF 30DO PSI O 28 DAYS - AIR ENTRAINED. - -
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE TEMPORARY bEIAIK RYV 19?7C fME/EA srn/£ ArA4o (AFGA7QT AR9p7M-`71 /.W/ "1BL9N "'" DAMP
ING FOR I-�.',.. "�'�•" 1 ( x\ YMwwT
swot auaM c
PAID FOR BY THE CONTRACTOR. GRAVEL L z!YA•i ' II!M' N' PIK PIPE 1RN) Nf.$, r
)6'L A.t FILTER .P,E INN! RAN nRAty J .
BOTTOM 38.D 4•_ A).,1A; JWB FLIT TOPlio
• ��
CONSTRUCTION SEQUENCE SEC'1ION A - A Ar 'no - INTAMA"r? NAa EAIlAU AW .JDAI not V IVICIV ME
a,,. f,- n rt 10 A�HALT
-Ga
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FAIL OF ONE TOOT FOR rP• ywr iAt �E� Aw A?, B&Y~ FA N `�"''_' '' '' y PAVEMENT O
EVERY RUN OF 3 FEET (1 VERTICAL XI 3 HORIZONTAL). OUTLET STRUCTURE DETAIL :r '3w LLL 5CrTIUI?j WITU 1JO D1-FC%Oft PT LAME, ®_ `� b D a'
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. Nl EROSION SHALL BE CONTROLLE w zw
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. NIS A4' .tAs' - ..*MOM PAD
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUNG_ �+• - _ �� �'✓ •1✓ m. AT ]DOD P! MI/
BUT NOT UMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE. CHECK DAMS, ETC. MINE DOE ==-5 - •',_* !. - ,._ / a,M - a,M M.WF
CONSTRUCTION. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING r m r +, x ' `
4. Nl EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. ASPHALT -"°'
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL SLOPE "ft, „i-•
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN nWa WImFFI M Nu*m xla�r a,la N«IOEE aFna rnlcu wmF sErna 1M l
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER '• + + FRA,E7uIM
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION. 16INIMM AVERAGE VEIOO EKN18H sTHRU PIPE Eon
Y rr PRECAST WAMIIOI.E 4',6' AND F' DIAETER PLAN
3,0013 PSI CONC.-- CLAN 1° 2 m KT.S. 13' tMW N' PIPE
6. IF APPUCABIE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS AO Las. O ap 1M0.52
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM mm I N 2 yp• Dp EMCA9RE OA7E5 /U
ENTERING STORM DRAIN PIPING. NC HIGHWAY STANDARD PLAN "` W/OWSD-NLACM W w
7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. OU7JE f .40F
B. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS CURB SECTION t, to.75•FOUNDOM Arm®rNTr O
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE. HITS wamm O
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. DUCTILE Mi N PWA-900 z
L
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. COMPLETE. 0.25' I
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS m A EI tO1C 'e
PLAN PROVE TO BE LESS EFFECTIVE. {ORT O
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. I ANY ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. -„r tr r:,e .
� CFOOETE 4'K4' POSH am maxw
• IN PAVED AREAS V
MAINTENANCE REQUIREMENTS :;,,-„�t,,,�,,;,, 1 5' USE MONUMENT CASING fO0R10B (3NNNa�) WOOD �B
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING ;+:r'r:V,e:.0 SECTION C z O
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. SECT I ON D ELEVAIM JWJFM
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND EIow
u
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL. BUT IN NO CASE LESS THAN M'"`HB""'O z' curse sroP wlrN z' Pvc PLUG ECC�� t•ADMEr
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL �ac,Ivr,1nP CONE DUMPSTER PAD ENCLOSURE DETAIL rrWr _A ' jE
PRACTICES AS DESIGNED. .Hi XA"' r,.rot'r V 1 v
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET ✓ V-RIBS a COVER METER BODE• z' PVC 16' LONG /IP COUPLING - •`'
BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE MINIMUM AVERAGE IEIGW (MONUMENT BOX If IN PAVEMENT) STORED IN11.4
SEDIMENT POOL NO LONGER DRAINS PROPERLY. nruvrun(wN WATHt 20 Ids. 4' PVC PIPE 24'LONG 11��11
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION i I T
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE M[7� 4s DEGREE ELI7ow T , A gyagFR-cAgCtT 10'
sroNE ', OTMTGAt,F '-�
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REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. '+'+-I* m r.y
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSAIZY, AND MULCHED ACCORDING t AERY C'�7
uT 4r.. PLAN 5 sroNE 1SHALLNOTGUY TOP OF BANK EL 48.0 14
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, u. u.rnu*..v } II//IL m1r111' BOTTOM OF �� 1L�
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