SW8970218_APPROVED PLANS_20080609

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 C110 Z k 8
DOC TYPE ❑ CURRENT PERMIT
fl APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 o o 5s ov O c�
YYYYMMDD

N
Eas
Ooa OLD IRON
PIPE
ROgO 4q W
WRIGHTSVILLE AVE. 9s.45• �•� 0
00
8' CHAIN LINK FENCE C\2
SITE q<<F� 35 0�� w/SCREENING STRIPS
S
H.C. SIGN �, q
Al,
10000,
VICINITY MAP �� Lu z � � 0 co
NTi �z. OLD IRON �, z
� tj (j i
,
PIPE y O co
4-1
1�
a
r,
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ss � v
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F"I On �3 L1, f=
,(275)
rye'
0
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n
O
' 5 0 o h CONCRETE
y0 DUMPSTER PAD 45' >co
Qv
•�yll _Y
OLD IRON h,. E A L =
PIPE o a 2� STEEL BOLLARD 2. e 1\' A^ u m -0 ' O-
n37a =
STEEL BOLLARD /ry /ry Q
m z �`!� INE •'• ���
..... .
- SITE DATA CREGO\y' \
4" C.O. (TYP) m TOTAL AREA 1.50 ACRESt
INV. 24.0 m BUILDING AREA 14,840 SF
m ZONING B2 (CD) R1 7/21/97 STORMWATER
-- REVISIONS
PARKING PROVIDED SPACES 50 R2 2/5/08 ADD IMPERVIOUS
o z R2 ASPHALT AREA �:,29,078 SF
W (6 � O
3 z LANDSCAPING AREA REQUIRED: 2150 SF
W
a a LANDSCAPING AREA PROVIDED: 2,275 SF
J
30 �, 8.0' 11 66' 2 .0' 22�Eh,
vz
w Q 2 > > �22' BUFFER
PROPOSED HARDWARE STORE ? o
w 14,8 SF GENERAL NOTES:
00
F.F. E 29.0 b_ >�' 1. SEE Al FOR DIMENSIONS OF CURBWORK &
" PARKING ASSOCIATED WITH BUILDING.
o m 2. SEE LI FOR LANDSCAPING.
o M 3. SEE TI FOR YARD SETBACKS. CL
J N L�
In
o l y✓ $ �a
r " z rn >.a�i o
a a L) 3m
1 G_
� 17.5'
L
----
SHADED AREA INDICATES ADDITIONAL 2200 SF � r3
- 19.5' L . �3
IMPERVIOUS AREA AMOUNT IS INCLUDED IN SITE I i
h � (n
DATA TABLE. `� �' EDGE o SQ �g W
it aj
1cli
OLD IRON (250) Z
PIPE j %• / . I �� `u 2�' -
0
� a, of fn
WOOD DECKING:. . ry�y . in
r
I '
a 5'R (300) f 28.0 D.I.\�10. 1 �� w
(475) .2 8 V 7 OPE
s r 5 R 24 5 0% SL
rn x 6" INV. 7Q �09 SLOPES U
` 55
\ . ti� ,, ,, Q
� X x �5
H.C.
y^ ry�o 5 R
n, ....(525){. ,RA,bt �y �6� ;i� �%`
25 R �` i oLD A,PPROVEO
"> x 6 41AL
� 5'R �' �-�M AiiOLiNA CNVIFtONN
ti 25 R. ti �oaTr+ o
ry6� 5'R S� MANAGET11 CC 9M1
D.I. NO.l2 �9y�3
TOP 26.7 - �, l ✓ �• Y �. - l ` �'r� �,/ / /� ;' '� �'�T. �^� ..._-_ ._-.
. 8 INV. 24.3 <� CONS RRUCTION ENTRANCE '`
5 F:E.58,4 V 24.51 V. 8� 2 u `. x, v _k aa" F ' 55 15 `y. . „3sr °t�z F®r�.lt Flg
7
PEN
15"ROP B�j
' k .y 1�2 CLOSED GRATE -
Q �•v
n /
EX f
5'x5 x12 -
ENERGY DISSIPATOR
I NOTE:
CLOSED SIDE OF GRATE
25 R TO BE INSTALLED OVER x Sg9�1�-
6. 15"RCP END OF D.I. 5'R
Q
(250), Q��, � �� CONCRETE DRIVEWAY APRON
Q( 0 25 MATCH EXISTING ASPHALT W z
rye. 25' ELEV. 27.5t OJ
z
P.K. NAIL MH LJ <
- - S5537'E 92.70 P 26.55 EDP LEGEND > Q
NAIL INV. 1 � - Q
EXISTING SPOT ELEVATION LL
_ z
' -- - EXISTING CONTOUR w � �
� > CD
PROPOSED SPOT ELEVATION < � z
(ns) LANDSCAPE ISLAND w/AREA z
MATCH EXISTING
ASPHALT GRADE 26.2t CHAIN LINK FENCE � O
- RUNOFF DIRECTION z W
5 N
PROPOSED CONCRETE � � �
� �
NOTE: THERE ARE NO WETLANDS PROPOSED INFILTRATION TRENCH
ON THIS SITE.
DATE PRINTED
DROP INLET w/PROTECTION 10 FEB
SITE PLAN FEB 0 5 zoos 1997
20' 96105

on P14*114 FOR r" SITE WORK NOTES
GRASSING DETAIL 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
1•-6" x1�-O" x.CIHO Sro.AL-W. CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
- -4 - SEEDING MIXTURE 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN OMITS
ro IZLAVJ "IR•50KNCD PAIMkJG" - - -
RESERVED "N/E11 C`'•1ON 5YNOM. o I SPECIES RATE [Ib/acre) OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
Ba.r•rowtn,ro5Irw/ 3/e' CIINT.IM PENSACOAa,4AGRAss 50 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
or CK Y� PARKING MAIM MXS•PMf5&WA5FER5 ❑ _ I I SERTCEA �rmEZA 30 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
Jow ro 9" x P-O„ x •05O5fp A,1�•SI� ( - 7 CAS1'UdG GERMN�D 10 MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
rOIMW "VA"ALCE55ELE". 4LVA
r I II LIS MVWYPRO$. TALL FESCUE 50 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
PMTTO WV.P09rWTHI3/a" CANV 0+0143ArOKCATCH REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
6' FLATLD NI I5 BA.r5&WMH S V - - -� - 6ASN5AAD 04-04-47 SEEDING NOTES 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE V 1-4
O
La b „ „ rOKY/JC7INL.CT5 1. WHERE A NEAT APPFMN6E 6 DE!RRED, OMIT SOWER REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.9 x I'-0 x.Q80 5117 ALUM.SiCN d'
C usE O EST. emlroGIRASS ONLY p+ SMATED S� WsmsE IT ElCANNOTffED OR 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.r0 RL`M "MAIOANJM PLNAL.TY fld0, GONG.COI•I•AR COTE A PEST. BEIIMUDMRASS NAY BE REPLACED WIIH 5 Ibloos rb 2o-S7.6".va-Tro VW.II L - _ - _ - - J 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
reap VAMH /e" CAWLIN"I I� EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
� �'S.OMT5 a N/ASEEDING DATES FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
evcr<Wa -WH1D PIM55MTi0 AI4"x4" r05r. Z/�e APRL I - ULY 15 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE Z1MA14 PROPERLY PERMITTED FACILITY AS REQUIRED. I-� O
SOIL AMENDMENTS 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALLI/r41(m - I/rYKM COW.COLLAR 1,41I EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS w 4J
ASPFW TPAVrAPOW APPLY LIFE *0 FEIMLM ACCORDING TG SOIL TESTS, GR AAPLY 3,000 Ib/am NOR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE GROUND AGRICULTURE LIMESTONE AND 500 lbloco 1G-10-10 IFER LIIDt.CLCV,VACS EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF A � O
A PENALTY /e<rn ACCESSIBLE a/eem> -� -III-1 k -� �- ` = a A °:. THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
;100 1 III- - I I - - Q 10
RECONNECTION THE R SHALLAND/OR HE RELOOCATIONEOFOALLORDINATE EXIISTIING DU UTILITIES 4+ '.�. I I i MULCH co 0 ;
B 2' *MY 4,000 Ib/a,. GRAIN SMANOR EODTVALEM Cows OF ANOTHER SUITABLE APPROPRIATE PERSONNEL. IZ 0 � � w
A„5VCWM.K LKRO/APPOR�R-aeN)+ Iz~*v IGNlR-am -III-I I IU I-I I I- MULCH. ANCHOR IAY TACKING WITH ASPHALT, ROVING. OR NETTRIG OR n CRIMPING {�
0��, NAamaw-YAM sAa4XZ"-WHO 1 i. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING, P.C. AND SUPPLIED BY THE OWNER. w I I z
-III-III--III ICI: WITH A MULCHAM ANCHORING TOOL A DISK MIIH BLADES SET NEARLY STRP1GHf CAN BE
�'•-K• USED As A MULCH ANCIfoRINc Too.. 12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE rn O O O 2
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER N 4'tao
1Wr.A& �IC �L7 51� Mta� PLAN PRIOR TO INSTALLATION. p"E U •9 y E
Mrs 4„ MAINTENANCE 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT a
& !! _II_IF - - - Ro-EmalzE THE FOLLOWING APRL WITH 50 n a NITROGEN. REPEAT AS GROWTH HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. ~ 0
' RBOIlfiES. MAY BE MOWED ONLY ONCE A YEAR WHERE A WN APPEARANCE IS 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER O •-+ O O
7 o/iow.w Acrer, DESMSLII , OMIT SERICFA AND MOW' AS MEN AS HMO. AT FINAL GRADE. � � � P. �
rll �OOOP5ICONG. 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
59CVII4 COW. w�SaCN � METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
CONG1tCtE W WALK CONtW..OW Cllee NLtf OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
NOIL'I 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
PWPNI.CTTOHIIISgV WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
,� � C� ,w'�y e,y.� 1W,PWP rOOtW 12" a r'�1-2E n OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT M
r1l 1� /11`IV LCAVC OPP"AS 5NOYMd
YOWL �� m�e1d. 5�C110N a"AecSroNecEicvoo TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
'rVrW �1/Y R/V1I1r /Y 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
Mrs ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
MOPMeor MTAJL. SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS EIS/
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. r'0 NAw
�pG A 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A 5 E A L
aIAV01•PLTCK aNNA•1A'D ACM VM 1/2"IIHOCn.A09Mvww =III=III= CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
W9CM 0I'EN avo w/LYLVA�@V 91CA• III-III- t737a
O°N''o°ww) Witt rAVLNENf5ECf10NNV1vvAV[Y NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR ;S
FEAW T9nIY9'O'CibrTMONI PO4*~LrI F"CpE,D1f1". NIGHT REFLECTING. < '••
rLfE1697 YVMEK �'•'�°�r1 I/25 •avaed1/2 V
GONWALTAESFW.LCOi0INWO 20. DUCTILE IRON SHALL BE CLASS 51. ''<�A' .
PLIMM111WIICK wWAM y ovanow 1 ,a P Iq� Rgy�L� .M/�� 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE �'�i GREGO� �
°w1°�' � wr STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED. /0111111110 \
RUIOrr WMW mm - - 6"xN 601Mp'LOW AI:TIYL PAVGACNf5CCI10N.
�� - _, _ I - I 11"12O•O% 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
AaANorPOTYr) -2"lN1A16rFV1.T BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE R1 7/21/97 REVISED DROP
_III=11 �' -- I'AV�NII W %C n0N ___
{ II r TI •. PAID FOR BY THE CONTRACTOR. INLET SECTION
,�,„,�,,r GIODrNt1w/4tME P1fJ � " b' 1 of" 23. SEE GEOTECHNICAL REPORT N0. ______
Alm ayG* � `., " _ FOR ADDTIONAL REQUIREMENTS. DATED _______, BY
YY�C SQI�N NLCF
<TYn CONSTRUCTION SEQUENCE
25*4wv5W }'� r' " 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
�` ;``' ,�;•.; aAanlrslacx/A�1A5w•xrmaae
SPiQIGM'LKATION
nsuarroMaefe(41*410n1+•+�1uAw,) CONOMM EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
5!'CA'IGAI°rLIg1f10N E ``i. If"IRTOIBLBTr"
u u
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
'IF15 AA1:T1•IOD Or NLtT PIl71CI:YION 15 1FI5 MOTIVP Or MALT rIROICCTION 15 ' W'�p A51'FW.T _ INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
AFMCAELC III HMVY F.M"AlitAPPLICARX ArCLW NLCT5 Wt=AN '' ' °. � .. '• . :>�R/r 0000 M COW.rOU.DMWN _ - _, Al 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
9XIIII I ANPVW-CIC/NOVCIO't•OWCN#GHY OVEIO'LowCGWADLNYI5NEGt5'Xk1'To . ... C61'IHMAI
15 NXV5"TO PI9:VE VYA7551VC PREVENT EYLL551VE PONVlYNPIROEIf � . �, .... .z- DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
rOIJPMAllolw 9naAcm orvrmjcnn LAPS�I,a, � = FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
MV COWAIVIA avne<rnL 4. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
f �ON '^ .�„,.,� �tl�' -,n (, ■ r� 1►Ln1e►Ame, mr DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
f�IV(/71 (�(/��/ /R�./t.��IV 7 b NH grow ENTERING STORM DRAIN PIPING. 00
NI5 CM vwma1.1111IONaron,MU E�A,� 5. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING Im
9rA UP 0" BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. O O
n�Op i�T %CDON
Nf5 C STALL ALL
EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING (L
N.
6. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. 0�N
7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS To
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
CONIRACrOR'SPI.CASC NMI 8. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. Ou Ou o
1. 5BC11510PLMr'rQEONINYMIONAWN101M. 9. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS - o
2 111HK*M Or Aenw r-2"AwAM STOW-lal MR PLAN PROVE TO BE LESS EFFECTIVE. a 00
rAveAeNrsAcraN ANTI auE NflARMION 71mNIGI AV0'A U.
IIHD esa,AenyLT-2"AVAM10Ne-&I FM 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. et
PAvesaa MOMN011H=AMAS 6" CONC.4000rrl ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. O•c0
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�S
Ooo I OLD IRON
R PIPE
WRIGHTSVILLE AVE. I ` 8g45
SITE q<� 3S ` ` o���o� \ 8 SCREEN LINK
SFENCE TRIPS �
FNS \ /
I I H.C.
SIGN .
0"w \ may
0 ,4
VICINITY MAP ► J` C� - - _ o - \ � c � a
NTS 3 M „ OLD IRON r co c0
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r .lti0 tip' a , STEEL BOLLARD !ry !ry - y
/I SITE DATA ?.,, 0REG0,-\
4" C.O. (TYP) m TOTAL AREA 1.50 ACRESt ,
I INV. 24.0 mz BUILDING AREA 14,840 SF G` _
I ' ( m ZONING
E UI c� B�(CD) 1 7/21/97 t?R MW
1 ' P R 0 REu ACES 3REVISIONS
PARKING PROVIDE.[ SPACES 38
- b z ASPHALT AREA 26.878 SF I f
n, c6 v CONCRETE AREA: 3,486 SF 1 g
I ' m LANDSCAPING AREA OUIRED: 215
SF 1 I !
LANDSCAPING AREA
La 2, 5 SF ; F
z
30 � ' M{ 8.0' 114 ' '66' 2 .O 22,0
11 �I
a ry1M ..O \ > 22' BUFFER
1
f g ` '` 2 PROPOSED HAf DWARE STORE Z a
w ILL 1 14,84 SF a 1 GP_NF_RA1_ NOTE t ! `
F.F. El 29.0 b\r _ 1• SEE Al FOR ' ONS OF GUKRV✓^?a I ;
ti 0 s• ` PARKING AS C \ _D WITH 3U _DING. !
r m 2. SEE L1 FOR L NDSCAPING. f o
o o 3. SEE T1 FOR : iD SETBACKS.
� I
n r r 1A o�N
N
> p c
= 0
__ _._ _. . . ._ _
22' 8U'F�ER - 19.5'
j I I of i I i EDGE 5�2 53 / 0_
0 5 5
N 4
OLD,' IRON (250) _" J:
PIPE ; —_" _��' •- ��9�'I—. xi.�-±-- b , �_r ��� /�' / ' %/' J
WOOD D KttJO.. / (� l d
V)
5 R y .;
ye (300) 28.0 �475 D.IP 26.71 a / /i / / ��
1 5 R ) INV.' 4.35 0% SLOPE
2 2570 �0% SLOPE
o it H.C. SIGN Z? Q ✓:, .,, � 0 % 9, J / / / / ' ,
METER
5'R ry is � El�
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I -: APPROVED
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ll NORTH CAROUNA ENVIRONMENTAL I
15" FIE.S. B�PINV. 24.3 _ ti / / WNADEMENT COMMISSION i
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i 26 s ! CONSTRUCTION ENTRANCE .. F WATER gUAL1TY
DMSION 0
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25 JR (
TO BE INSTALLED OVER 5 /
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NCRETE DRIVEWAY
�y4 - - — - - - TJ`-- - —� �\ o,^' �L69 2q,2� 25� / / / / /50
MATCH EXISTING ASPHALT
/ i� € �" 181� � 6�L t
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- � - - - - w Z
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— ` — — — — — r� / / - — - E)STING CONTOUR Dj JUL 2 31997 U w i
PFDPOSED SPOT ELEVATION D E Q f
PROJ # FLU 0 (3
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MATCH EXISTING / Q CD
ASPHALT GRADE 26.2t / — Ch1N LINK FENCE r
RI.%OFF DIRECTION
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PF)POSFD CONCRETE DATEPI:ZI���; � � o =
NO E:E: THERE ARE NO WETLANDS PR`OSED INFILTRATION TRENCH JUL 2 3 1997 U i , !
ON THIS SITE. \
DR'P INLET w/PROTECTION 10 FF3
! i SITE FLAN 199 C

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� see PI.NJ FOR PIPe
SITE WORK NOTES
° r'TA GRASSING DETAIL 1. THE CONTRACTOR SI-ALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
V-6 xP-0 x.Ce05 .A-LIM• CONDTIONS BOTH % AND IMMEDIATELY ADJACENT TO THE SITE.
MVtJ D PAJ�NG 544N � - -4 - - SEEDING MIXTURE 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
To IM "1 ICA11OD YN00a" r OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
' RESERVED -To
.turn N o I SPECIES �� �oorel 3. GRUBBING AND STR,,'PING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
MAXBGl TO WD,P05f W/ '�/8' CM171LNA
CLxcKfoo-W rLATED wr5,B0Lf5 R WA5MR5. _ ol
I SSERICEA�EDEZA 30 VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
PARKING - MATERIAL OR ANY 0 HER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
.IOINr m 9" x P-0" x.080 5M ALUM.SIGN ( CASTBdG GEERRMNOUNN MILD S 10
1.O Rr.AD "VAN AcGa5510LE". r � I NOrer LIW MVWYOR05, TALL FESCUE 50 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
m
PM,rTO WD.P05r VATH 3/B' CJ.NIDIUM o 01-ON 3AFOR CAMH REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
6' PLATED wry,BOLrs s wASFreRs -- - 6Asw5A,Nn CH-ON-47 SEEDING NOTES 5. DISPOSAL: CLEAREC, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
04 o o FOR YAW t4i. is 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. �
9° x P-O" x,0805M&LIM,511 o j 2. USE COMMON BMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE- 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. �Ly
TO MAPD., N
"MAXIM"UM AXIM reNALTY*100, - GONG,GOIAA'R COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 ID/aas CEMRPFDECRAW.
12" _ as 20-/4/ ".DOLTro wn.ro5r L - - - - - - _. J 7. THE CONTRACTOR SF'.ALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED C\2
CZL400 WrtHV,/8" ClWLIMPLATED I EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
maw nc acxm•am M".e0x5& WA5NER5. SEEDING DATES FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
ItlwAwsloM wnc sYArecr•oN rAu vAaonlw rINII F-,
,/pNrRM., !D- la2It7E APRL 1 - JULY 15 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE Z •^
r1�55M TWATeP 4„x4„ P05r.
KIMI PROPERLY PERMITTED FACILITY AS REQUIRED. f-N O
-- SOIL AMENDMENTS 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL c,
I' 0" EXISTING UTILITIES DJRING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS +1
va'rx'w1 vs"rc'x1 Gam'ta ASPINLf PAVeMENf APPLY LAB AND FERRLQEIt ACCORDING TO SOIL TESTS, OR APPLY 3,000 In/a«. IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE w O O .
GROUND AGRICULTURE LNEStONE AND 500 IC/aas 1D-10-10 FERTILIZER.
IrrrooAAPInL9NraaenlvlaLAR MAXIMUM VAN I- III -�-_ CLeV.VAIW5
� EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF yW Jy Ch
fo PvpvvnmANi^A10 ^aN 3 PENALTY 3 -III-I I� k I =III_ " • :. THEIR INTENT TO EX;AVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. Z + �'
° $100 ANr<,1n ACCESSIBLE /N9¢iM III -I II- I-III Q 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ ~ o 1 1
- 12" 12" _ �n MULCH RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH w., Z M -
I-III- I-III= � 2' APPLY 4,000 6/oc. CRAM s1RAWat EOuvAENr CMof ANonER SUITABLE APPROPRIATE PERSONNEL. zE � � to W
LraE mvpormR-am uaw/°npmm-am =I I -I I ILJIEI I I- MULCH. ANCHOR BY TACKING WIN ASPHALT, ROVING, OR NETTING OR BY CRIMPING 11. EXISTING SURVEYING PERFORMED BY STOCKS LAND SURVEYING, P.C. AND SUPPLIED BY THE OWNER.
�000 P51 6" IACIArSUD-WAR VAamaw•WHR PF&M MASON W WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE �
Dw.JrL. . =III=III==III USED AS A MULCH ANCHORING TOOL 12. THE CONTRACTOR SF;ALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE O O O Y
ve•',r "NI�A1 LI � � �� THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER � 4
W� f n,0yv > PRIOR TO INSTALLATION.
MAINTENANCE 13. THE CONTRACTOR Sh'ALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT 0.1 U
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. 1� 0 m
REFERTKRE THE FOLLOWING IPRIL WITH 50 ID//acn NITROGEN. REPEAT AS GROWTH � .-r O •-
\ REWRES. MAY BE VOWED ONLY ONCE A YEAR. WHERE n NEAT APPEARANCE s 14. ALL PVC UTILITY MANS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER �+ O •�
6.6•W/10 w.w -cp Acrw t; •. DEMED• OMIT SERICEA rw Mow AS OFTEN AS NEEDED. AT FINAL GRADE. E"R Lo a+ �
�000 r51 GONG.
rll wl�sct�•N :a m 15. ALL SERVICE CONNE';IONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
6tCtION coNc Aortc METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
GONGI�'tISSMWA.KC40W 06'-IOINf u1mINET OF THE CONTRACTOF AND SHALL COMPLY WITH ALL REQUIREMENTS. 6.
-NOfeL 16. ALL PAVEMENT, BASE. AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
VROrlIIrOHAV sqv „ WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
I�e1 G' `A,e1 Y' s�� 1RAP,PWr rOOTWG I2 a Z �1-2C� OR OTHER TRAFFIC -;ONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT M
W�✓ 71 r 1 AIA A V V LOCAL OPCNING AS 5HOM4
��'C bA.., StiG7ION B"Aec STONt<NCboo TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
rY�`L � � RryYY� T�L 17. ALL AREAS SHALL B' GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
IP /
ROr INLXT 1�w'AII, SLOPED TO DRAIN ANAY FROM BUILDINGS AT ALL TIMES.
on-am 18. CONCRETE STORM CRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED J01NTS 6ssigR
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. Q '•Y
rLTrJe CON1C•Mom ��N19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A = S E A L
atAVM MnW aA.VMmD ACM NBC 1/2"TRIM n.KZ IN=WW I CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
(aMMj 20INI ./CLWVANmDfCA II-III
-I NON BLEEDING. RE:LECTIVE :tATFRIAL MAY BE ADDED AT OWNER'S OPTION FOR sy: 17374
t6 AE'.MN A20 WIC) NOM PANM~5EC110N MAYVNEY
1EAWVUfy 9'o'CAW IRON DCPENPIMU°ON POW CONDNTONS NIGHT REFLECTING. l '••, F •��
WW5COWN MVINI DWATER ° xN•p^�OR RtAw&4 0W/1/2CPCIN/ CONHKACr0R%AL4.0001®NATV 20. DUCTILE IRON SHALL BE CLASS 51. 40 .............
51)It a►VC 501-D PPNG I/2 SY3.D aWO I V Y ENNS , C �
rLTpwvrAadc Mt,0,r WMW 01T - �` � vlf ORArmeoveDraLA1.) W/OWtlr+tsCEOrrQiJGL 21. CONCRETE FOR 00 P CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE REGa
' _ __ w/A'71 - ACTU12Rt0DGi AVt STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED. %IIn111I1
WATER _ �oaooe7
� �AC ) �--2 1-2ASPFW.T pAN,�, C,npN PAID FOR NER, COy E DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
rriSEnueeTrF - o= - IIIII' ry 22. FIELD TESTING SHA . B
-11- HER TESTING REQUIRED DUE TO A FAILED TEST WILL BE R1 7/21/97 TENSED DROP
dll � T a Me%elm < Aa�-r rvP99ooPscoNlcTNxc6"1E/CICMNJ CONSTRUCTION F9EQUDDTIONPORTT�O. ---------- DATED -__-_-' BY -----_--R. VILE SECTION
5DUAENT
`/` METFAV ' AL REQUIREMENTS.
O NxAENr015CK/MA501.1R oRmOlt " 1. NO CUT SLOPE OR SILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
Pw_cnxcoMl w%C14'xr'ommNUMw " " EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
SrCG>rlC/1°PLIGITION SPCA'IC/i°N KJLflON b ..y 1��A ETnre 2. NO SEDIMENT WILL 3E ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
ryS
I hf5Mr1HOPOFIN�TProrrarIONIS JMAAMJHMOrF.LErPROM110NLS A51,hWf - T INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
NRICAELEV4iMHRAVYPLOW5AM A�rPt•rAAZATCUtPNIZ"Vµ90AN 1vPosooPSlcoNc•ParwoAanNl = r D D 3. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
e.gVa MID V10HIM AN OvrWWW C#AFX"Y Ovrmn owCMAdLrrY 15 W.CC55 xv ro ,, C 6"1Frrac MNJ ..
i SPCLE53�KYfOprsvrNlrpKGEysgr pgSVEN{CYQY�IVrpOApIP1fFNrRONr ` `T , DURING CONSTRUC' `N. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FOR"Ago"51t jt rwE orSRUCIuz "ADSN•n",a'Prae•aww, 1 FUNCTIONING. REBORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
C00drAA6eD rPe rOWACFW 61ft7AM(1Yr) 4. IF APPLICABLE, INST�' L DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
i Gtl�,�` w I►LTaePAeae• _ RZMonTHNvelervnm J DURING CONSTRUCT!)N. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
`R090N WI V I I M /�JOU �NL-M FM Nq,. aww ENTERING STORM Di HIN PIPING. OD
a' Nw SIT &s4ww*4 grow N
Mrs <ALWVINSLrNOMONSTTEPLMU 5. INSTALL EROSION C \ITROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED T AVFL D CoI STRUl7ICN EIN RA"CE S;'' Fcy� -^,
-ALL 'ALL EROSI! r I . POL MLA"_IRES AS SC)\ A:, Fn >. _E r, ER =C' ! C,?
�JG� tiC.lS/Lr N15 CONSTRUCTION. = v f
I 6, A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. o
7. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS c 1
SOON AS POSSIBLE PUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
CONTRACTOR'S PI eASt NOfrr 8. MAINTAIN ALL EROS! !J CONTROL MEASURES UNITL PROJECT IS COMPLETE. a� p
1. xe"SIrEnA1a roNcoaNrAIIONAwrAatrs. 9. MORE STRINGENT Y'ASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
! 2, n+nussorAoaFon.T-2"AWMC!Pfac-ICY-F c PLAN PROVE TO BE LESS EFFECTIVE.
PANIAM'Mr.9.'C110N AOOVE PNPLIRATION 11ENCH MCA, U
0 114ONMO,A5PlwT-2114VMCyra4!-e11111 10. REMOVE ALL TEMPOPARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. tr
PAVC4ENf25CrION N 0fr99 AV6. 6" GONNC.4coo P.l ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. O•�
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