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$J.T.L_.'.WQRK_ NOTES
THE CONTRACTO VIST I
MC FAMILT
APTZ10 *(M
11 SHALL
M TRUCTION CONDITIONS.
IEI
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'116
Ipml
RK WITHIN NCDOT AND I-OCAL RIGHT OF 17, DtWMng Sheet C.1:
o _#nNTway entrance has b en
2 . C revised to add 55'of 18"RCP and
t - UIREMENT A TO
T I F S AND SHALL MEET ANY R E
H PR&WW AUTHORI aMtiOi4,idbChes a oftg_' y 117. These changes required by N.C.D.O.T. are shown on coo"
TS. attachment *I, enclosed in'L*dS addendurn.
T Ej_,�fv� 2"- 311 e4456 V-P-GA-re
TRAFFIC CONTROL AND CONNECTION _7
Qi 1,4_Z_
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TH F CONTRACTOR -IF, RESPONSIBLE FOR -rt-ir-7. LOCATION AND PROTECTION .OF
3 - 7 KS'
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SEE SHEET SP-1 I E.00AT10 4C)
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SAVED. N OF TREES I P.A . AND PROVIDF:D BY OWNER, ON SURV`9,YINO�
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ALL L
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-ARL MA,rr..,PIA TOR SHALL. VERIFY DIMENSIONS AT JOBSTTE .,, IL
THER ILIN'SU11 T
L C A V C S AND ANY 0 RA(3 0
TH1_- CONTI
PLAN SCALE -- 401
_N1 AND BAGE MATERIALS AND WORKMANS141P SHALL rO
V
4 PAVEMI
12,
RED A
T ORGAN I C,, NFORM TO
X, �,- , L q S LT MA ALL
MUCKING: REMOVE ANY SOr
f:7 TED A
WITH A CLEAN SELECT ILL COMPAC
ELEVATIONF f, ;-7",
NCOOF STANDARD )
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tv 4' A L AREA!� SA I A L L BE GRADED rOR POSTTIVE DRAINA r:z-
ALL 11. T "e",
tt"
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6
F-OR ALL PAVEMENT M
U S E WH IT E LANE MARKING- PAINT ARKTNGS.
FR
Y
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ADD-
Al - r. I ` -: -11". __1
it� ��;,,- ,-__ 11-, . ., ,1-- i , , -
. '­ , 4�. - __ ex" d", I'd"
M A Tijifa�� THE 3E 'ENVIRONMENTAL AND GEQ ICAL SERVICES REPORT
SE
CONTRACTOR SHALL FURNISH ANY BORROW MATE
6 E �WtSTJN
'OF
F SITE.
R
-D AUMJ9'T 28 , 1990 1054­90-231 FOR 11 ,10NAL RPWIREMENTS. J)rawing sheet (7-1 site plan: The contractor is to remove an existing 10' x 10' storage silo
DATE
0001RED 2�
":,v7i6, K,
A,�
N G f IELD TESTING
-bood Facilities Building rear parking lot shown to tic
1,4 located at the edge of the Neighbot
&
WPM t!
Y
SHALL BE DONE 11 A IN DEKJ TESTINIG
CONTRACTOR (114ALL NOTE. THAT EARTHWORK QUANTITIES ARE H oved, The outline ofthis sniall ure is shown on this sheet.
r rem
P I ?I
0 ER A 'Y*� TEO,_rING REQUTRED
T CED EARTHWORK
RESPONSI
46,
e owner
"T
TO A FAILED It h
I Site plan: Regarding the existing ffame dwelling to be T
THE CONT,
RACTO '44 C
rjW " , 1��,%V,'j :.­�;r'�.�', CONDITION.,.- t
-site prf f �OMO#* o "'ig
Ile opt Oil to sell this house and have it removed from the
_-A!
TT -;Al
SEE SHEET, W-1 FOR LOCATIQN OF...CV ILS. bniil��, if it is not disposed of by the ownerthen it will become the cont acto
PROVIDE ALL LAYOUT REQUTR
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- - - _ 4, _ :: -- - -- -_ I I J ••••.•,' \ i' \\\ \`_ _ OUTLET I I
------
----_ --- --- `- - _ _ - STRUT
INV 48.0i = r_ L-_ --- ';fit \ ��5� _� o \\ BOTTOM ELEV. _ ,5 I
--- - - „ I I I �L.� ------ \ E _F.X!S,ING FRAME UWELLkjNti' -
Z-(o h\/G _ - - -1 .•� TO 8E REMOVED
-- _ O
TOP 50.4 I ------ _ -�bP-�Jf3•� -_ V. 4-6• - _ �- �� \\ I
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INV 47.82 FILL EXIST. DITCH
W/SUITA6LE t5AC.KFI�_--
52- ---------
SITE
.....WQR.K....NQT..ES S -
SITE TO BECOME FAMILIARIZED WITH 1
1 . THE CONTRACTOR SHALL VISIT THE 7 - ---- 32
FIELD CONSTRUCTION CONDITIONS. -` �
___----- �(�I 1.�� �_
2 . CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
ANY REQUIREMENTS AS TO 2C7' X 501 x �" Gt2AVELLr�G' ------�_ ` - -
WAYS WITH PROPER AUTHORITIES AND SHALL MEET -'�--- --STREETS. lOt.ISTt2UGTIQmJ Er1Tt2Ar�IC� ----------- - - s2'•-__
TRAFFIC CONTROL AND CONNECTION TO EXISTING STRE J5E Z" -3 A6Gt2E�AT�
STUMPS ROOTS, SHRUBBERY, --_ ��N�- U
3 . CLEARING AND GRUBBING: REMOVE ALL TREES, r 10 , THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF -- -- ___ �' N C
ASPHALT , CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, EXISTING UTILTTIES DURING CONSTRUCTION. LE�E�V w
ETC . WITHIN THE LIMITS OF CONSTRUCTION. PROTECT ALL TREES TO BE ^--- -_____ - SEWER LINE
SAVED. SEE SHEET SP-1 FOR LOCATION OF TREES TO BE SAVED. �-�/ 49 PV_C42OS� C QTOUIZ ---- O
11 . EXISTING SURVEY INFORMATION FROM SURVEY BY THOMPSON SURVEYING EXCAVATING OR FTLLING, REMOVE ALL TOPSOIL , WOOD, CO. , P. A . AND PROVIDED BY OWNER. U o
RIPPING: BEFORE E .--��_�4-9 �,XIST�� Gp�. OU12
4. STRIPPING: ANDREW & KUSKE P4
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. 1 2 . THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE . x 49 0 t9jZ0MSED -,r67- El_ F_VATt01J �� _ ! CONSULTING ENGINEERS Q O
REMOVE ANY SOFT , ORGANIC,,•SILT MATERIALS AS REQUIRED AND PLAN SCALE 1 4fl
5 . MUCKING: 1 3 . ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO WILMiNGTON, N.C.
FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT-FILL COMPACTED AS ____� �'i�OPo5�C7 S�/AL>;
NCDOT STANDARDS . Fqa
SPECIFIED.
,.-_IEW aSpHALT AREAS ir
EXCAVATED SPOIL SHALL BE 14 . ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. \
• CLEARED GRUBBED, STRIPPED OR EX pl2opo5�D SroR.Ml�T�le � � pI�FL`rl�tJ w .
6 . DISPOSAL. � •`e f
REMOVED FROM SITE. 15 . USE WHITE I..ANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. x-- x -X-u Y�MI'v►2�� { AIL( ��IIc�
MATERIAL � ••� fr
7 . BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY BORROW16 • SEE WESTINGHOUSE ENVIRONMENTAL AND GEOTECHNICAL SERVICES REPORT ScaE
REQUIRED FROM OFF SITE. DATED AUGUST 28 , 1990 ( 1054-90-231 ) FOR ADDITIONAL REQUIREMENTS. _• =
€I�3E3F� � - •
TESTING � ''`- Y,• •• , _i._
8 . TESTING: FIELD TESTING SHALL BE DONE BY AN INDEPENDENT _ 17 . CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
OWNER. ANY TESTING REQUIRED -- JyGiNf E;• ';;
LABORATORY ENGAGED AND PAID FOR BY THE
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
DUE TO A FAILED TEST WILL BE PAID FOR BY THE CONTRACTOR . CONDITION . +mmUl
9 . LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO 18 • SEE SHEET SP-1 FOR LOCATION OF CURBING AND DETAILS.
CONSTRUCT HIS WORK.
C U CD,
APR 31991
DEM

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PLAN - � PERFORATED STORM DRAIN- TYP SECTION
..__.._ - 1._.•:-_- � -�.>,�,�fr n+3�+a r>M� :►r rl��ri�,.r%><.,,•r+r.. ,.ATE . ,.:
ANCHUR
c7 �� 1 ( A> DI.'t.CTED E3Y [. WAS AA[ WOZp'J!v�✓ 2+h✓r�dLlF7�lSM -®"•�"f,�Ar-f T f'n�vCtt>
1 o a I I q<cjrwwlve Fza-u ,* ,w r ma.vr eve � .MAW.
i_ 1 'I rJIME►.�SIOrJS J ' I rnrhrr�,! I I I 0
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araar w� wfA 80 A,v AMV%4w1 cVW-47Y
elNC7AA6y o�r7M 1-tea I I I r"
L ) FENCE FABRIC SHALL BE A MIN OF 32" IN WIDTH AND SHALL HAVE ALL CYO, ,n� nc"
A MIN OF Si71 LINE MIRES WITH 12" STAY SPACING. G/�' + 15, 15 , IZ 11 _
OUTLET STV-UCT* SECTION A A 1 I
2) BURLAP SHALL BE rf2 OZ. WEIGHT AND A MIN Of 36" IN WiDTR I
.� INLETS ! III 1� I
BURLAP SHALL BE FASTENED ADEOUATCLY 70 THE F'ABR14 AS. PIPE OUTLET TO WELL DEFINED CHANNEL -
EROSION CONTROL ARC i I ,
DIRECTED BY THE ENGINEER. ' I
' 201 X 50' X �O II 61ZAV E-P I I 1 I -T 0
3.) STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE SEL• - //� f� ^ I '` - -
FASTNER STEEL ANGLE TYPE- CDiJSTtZUCTIUJ E AIJcE I I I - -- --- CONC COLLAR - -+ f - -i_ _ _
vI
ENERGY DiSSIPATOR USE 211-3R A,6 T� I I - - I I p
4) WOOD POST SHALL BE A MIN OF fi IN HEIGHT AND 3" T> 4• INILL cr.
' DIAMETER. WIRE FABRIC SHALL BE FASTENED TO WOODEN POST NO SCALE - .w
WITH NOT LESS THAN M9 WINE STAPLES IY2•• LONG. - I it l I I �---�'�-_'- -- �� - "'
r
52' 88 I Z
TEMPORARY SILT FENCE � -
� - - - �- V. E1 = 45.
�� ;.5�b I I IN
L O-1 " TYPE 7rZ ►iccoT) - " TYPE Z-Z C>IcDOT) - - - - - - -- -I
_ I _
C aesc CNc�o-rj 8"af3c CI-4 :
----- a
•/ _--�"'. "- .: I. , I I PLAN _
p h / 52'
Cc�MPacTEO SUf3F,¢aoE, C-"PAc-TE4 15UE3cvjnE7
6ALVAtJIZEI7 BAIZ r TIr G III x %811 3EAIZIPJG I3A*'- FASTEIJ W1 TYPE
' 12A I 1 cL l r�s PA\/EM,E9T SECTI� PAVEMS4T SFCTI�'� L ,�'� r . r � -'� �I �
• ATTACH 7o I �► x I /a x r4 , GALv�,tJlzE� Ar�.IGL� F12AME - N I I o"
-� :.> U
I --' - -
• MORTOR F�/�,ME TD TOP OF OUTLET S'Ti2UCTUFZE7 � /' ./ ../ :'' cork. coLLnfi
PARKING AMAI, P..OA0WAY A 9E -5 � �' � I� � - �' - FS v
J - Y.D. :� -- - _ --)-
I � I ELcv. vn1, � U
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INV. 49.6 .5a.. I I�. -- cr x
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TOh EL Ev 51.0 \ b f {
3 I I u I T_,
/ 54
, �•� � I I � ffRICK MASONRY
X 50.0 rLOoP POOL
15` r 9
__ ._. a
o 7 C�
-- 31x3'I.D. MAS0tJ�ZY 0K COMIC / \ ° :_:,--'?'- - �,
IJv. �� ' sa n r w- - - - --- -j 4
4 KovmAL- pool I x I �� /_ cn W
SS.D 85 1 f m
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;.....
SMALL vIAMETEz OIziFIGE i&/ .; ;. ,.. -- III: .,.
<8 MESH .C)20 W!;ZE> N� nt E
I , I
F. I
- � � r � :.�•...::. :::.:::. ;:• : r � X . ____-____.--- •. ..� � �,I I ,, , , III - _ - __a
- g � '�
1 OUTLET n D.
I
I �
OU`l"LE STK�UCTU� E C��T/�IL OPS .5 r , I , I: ,.1.11:` IA. 10"
I � STRUCTURE 2 � 4 �:' ... •:• .. ': :.: .J J- I /� - I v \.
3.
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:- .•.
S� 53.5 54.
F.E.S. INV. 49. :. ES INV. 4
P N 1 I I I I u
NOTES: // \\ O ° D \\� SO. 53.5 I
I l
L6;•:
1. SIDEWALK THIf�ESS SHALL BE 4' UNLESS NOTED OTHERWISE. \\ _ I
I
_ I O � �'� I III CASTINOY --
2. SON JOINTS {C.J.) SPACE SAME AS SIDEWALK WIDTH. Ljr;i�` i \\ t �--
3. THIC1"SIDEWALK TO 6" AT DRIVEWAYS. / t l`� \ I IA - -
48.5
+ N 1 F E;E 4.0
STORAGE POOL M I I
4. THICKER SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAYEMEWT I \ \ ;::
Wlrfi No CURB.
\ - 49.5 \ \ N .CCC F.E.S. INV. 50.0 I I I I PLAN
5 .7UNCTI• TOAT JOINT
STRUCTURES, AND ASENNOTED SITE PLANZDEWAT,K I \\ V. \ w :.'.' S f'
1
52, Y.D.
6. PROVIt* A LAYSS OF 15 BLDG. FELT BETWEEN ftLK AND ADJACENT \� �� ,E, 53 .5 TOP 52.5 I I I I II
PARALbING CURB OR STRUCTURE. } __ +� INV. 37 .7
• is a• INV. 50.25-
o 1
-7 II II II
7. REIwroOm 0/6x6�i4/10 W.W.W.
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