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F?N AUGUST 2008
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PARCEL 1 PARCEL 2 EXISTING PROPOSED
D.B. 2133, PG. 1673 D.B. 2133, PG. 1673
P.B. 14, PG. 99 P.B. 14, PG. 99 � PROPERTY BOUNDARY -
PARCEL I.D. 3722-14-44-5073 PARCEL I.D. 3722-14-34-9561 RIGHT-OF-WAY --
PARCEL AREA: 9.34 ACRES PARCEL AREA: 6.07 ACRES SBACK•--•- SETBACK - - - ---
- PE- - PERMANENT EASEMENT PE -
TOTAL SITE AREA: 15.41 ACRES CL - CONSTRUC11ON EASEMENT CE -
Pf)r -- PERMANENT DRAINAGE EASEMENT -PDE -
3. TOTAL AREA INTENDED TO BE DISTURBED: t0.98 ACRES . .- -
1NDEx CONTOUR 10
4. ZONING DATADRAWING SHEET INDEX - - - - µ' INTERVAL CONTOUR 96 -
ZONING DISTRICT: 1-2 GENERAL INDUSTRIAL DISTRICT (CITY OF HICKORY ETJ) --- - - - ST®RM DRAINAGE PIPE
STORM DRAINAGE STRUCTURE
PROPOSED USE: CONCEPTUAL OFFICE / RESEARCH PARK STORM DRAINAGE MANHOLE
REQUIRED PROVIDED
MIN. LOT AREA: 20,000 SF 671,259 SF (15.41 AC) � C® ROOF DRAIN RD
-- -• -- �---- -- HYDROLOGIC FEATURE
-
MIN. LOT WIDTH AT FRONT SETBACK: 80 FEET f1580 FEET --�-•°-----•°•------•�-- -••• •••®•••--
BUILDING SETBACKS: FRONT = 40' FRONT = 40' is�1 ESP - - - - FENCE -
SIDE = 30' SIDE = 30' _- GUARDRAIL r r r _
REAR = 30' REAR = 30' CONCEPTUAL SITELAYOUT - �- --- RAILROAD LINE -
SIGN
MAXIMUM BUILDING COVERAGE: NA DRIVEWAY LAYOUT -
CURB AND GUTTER
ALLOWABLE BUILDING HEIGHT = 80' 5 GRADINGSIB L PLAN CONCRETE WALK/PADS
E HEAVY-DUTY ASPHALT
5. DEVELOPMENT TYPE: NEW ENTRANCE DRIVEWAY FOR CONCEPTUAL OFFICE / RESEARCH PARK 6 ENTRANCEI PROFILE E LIGHT-DUTY ASPHALT
FORCE MAIN F
6. WETLANDS DELINEATED AND SURVEY LOCATED BY WK DICKSON & CO., INC.. WEST DRIVE PROFILE ----°-s"$ ----° GRAVITY SEWER
@ SANITARY SEWER MANHOLE
7. A PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD PLAIN. SITE 7 CONSTRUClION DETAILS aqo SANITARY SEWER CLEAN OUT C.01
LOCATED IN ZONE X AND ZONE AE - FEMA PANEL NUMBER 371037 2200J, DATED SEPTEMBER 5, ------ --- - BOTTOM OF BANK BB -
2007. 8 CONSTRUC11ON DETAILS TOP OF BANK TB-
••.---••. --.-.- DITCH LINE -
8. SOIL TYPE: HIWASSEE-CECIL 9 CONSTRUMION DETAILS --------- OVERHEAD WIRE OW
9. FUTURE PROPOSED DEVELOPMENT IS TO BE SERVED BY PUBLIC WATER AND SEWER. --- U�-- --- UNDERGROUND ELECTRIC UE -
______ FIBER OPTIC CABLE FO---
10. PARKING REQUIREMENTS: ---- - ----- UNDERGROUND GAS G-
OFFICE USE: 3.5 SPACES / 1000 SF ------_------ UNDERGROUND TELEPHONE UT -
78,200 SF X 3.5 SPACES / 1000 SF = 273.7 SPACES REQUIRED (f392 SPACES PROPOSED) '0 POWER POLE x
LIGHT POLE x
11. THE BOUNDARY IS BASED UPON A DEED PLOT. TOPOGRAPHY AND EXISTING FEATURES DEPICTED ON - GUY WIRE
THIS PLAN ARE BASED ON A SURVEY PREPARED BY WK DICKSON & CO., INC. SHRUB LINE
TREE LINE
12. BENCHMARK COTTON GIN SPIKE EDGE OF ASPHALT: ELEV. 943.16 AND BENCH TIE IN 8" PINE: ELEV. ----- ° -- -- WATER LINE
937.48'
GATE VALVE
WATER METER
13. THE PROJECT IS SUBJECT TO ALL INTENSITY, DIMENSIONAL & DESIGN STANDARDS OF ARTICLE 8. -6-• FIRE HYDRANT _
C - LIMIT OF CUT SECTION C -
14. THE BUILDING AS DESIGN BY OTHERS SHALL BE SUBJECT TO THE BUILDING DESIGN STANDARDS OF __ _
� LIMIT OF FILL SECTION F
ARTICLE 4.7.6 (c-g). PERMANENT DIVERSION DITCH - -
TEMPORARY DIVERSION DITCH --b TDD--O--
15. SIGNS SHALL COMPLY WITH ARTICLE 11.
�. TEMPORARY SILT FENCE
16. LIGHTING SHALL COMPLY WITH ARTICLE 10.8.1. �TF 01 TREE
0 SHRUB
'12 C
17. THIS PROJECT IS NOT LOCATED WITHIN AN OVERLAY DISTRICT. n SOIL BORE
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ELEV X SPOT ELEVATION ELEV X
18. NO OPEN SPACE IS PROPOSED. I
SITE BENCHELEVATION
HECK DAM
19. ALL NOISE AND VIBRATION FROM THE SITE SHALL COMPLY WITH ARTICLE 10.8.2 & 10.8.3. TEMPORARY SEDIMENT TRAP
RIP-RAP
20. SURROUNDING LAND USE IS GROUP 2 AND GROUP 3. PROPOSED LAND USE IS GROUP 2. NO D TEMPORARY SEEDING
BUFFER IS REQUIRED. ;0 PERMANENT SEEDING Ps
TELEPHONE PEDESTAL
21. THE PROJECT SITE IS TO BE ANNEXED INTO THE HICKORY CITY LIMITS. ANNEXATION PROCESS MUST <
BE COMPLETE PRIOR TO UTILITY CONNECTIONS BEING MADE.
I•ri a TELEVISION PEDESTAL
n �& FIBER OPTIC PEDESTAL
22. DURING CONSTRUCTION VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO THE SITE. MAILBox
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HICKORY, NC 2.8602
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(828) 327--6911
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South Carolina Florida
REV, NO.1 DESCRIPTION DATE N.T.S.
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t ELEV. = 93Z.48' / `\
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DONALD R. */I A R C'
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NOTE: 100 YEAR FLOODPLAIN ELEVATIONS FROM FEMA PANEL NUMBER 371037 2200J DATED SEPTEMBER 5, 2007, FOR REVIEW JV COORDINA I
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PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
JJS AS NOTED 401 4th STREET SW, SUITE 201 PROPOSED SITE ACCESS
DRAWN BY PROJECT DATEvw HICKORY, NC 28602 APPROVALS
RAN AUG 200801 [phone] A FOR ' I
APPROVED BY PROJECT NUMBER J&NBIDDING E AS
/-' � -gam ' LP
JJS 80092.00.H1 Office Locations: !..// i ' WHITENER
REV. NO. DESCRIPTION DATE y CONSTRUCTION
11LE NAME communit Infrastructure consultants North Carolina Georgia < / a`'�\ HICKORY, NORTH CAROLINA
REVISIONS 80092-ExIsl1NG.DWG South Carolina Florida RECORD DWG.
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TONY M. WHI'l-ENER
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GRAPHIC SCALE BEIFORE YOU DIG
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FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
401 4th STREET SW, SUITE 201
PROPOSED SITE
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DRAWN BY PROJECT DATE
HICKORY, NC 2860�� APPROVALS 3
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CADD AUG 2008 (828) 327-69SITE LAYOUT PLAN
APPROVED BY PROJECT NUMBER BIDDING
Jis 80092.00.H1 MWDICKSON Office Locations: CCF ASSOCIATES 1. LP & WHITENER CONCEPTUAL
CONSTRUCTION
REV. N0.1 DESCRIPTION DATE RLE NAME community infrastructure consultants North Carolina Georgia
ETCH.DWG; South Carolina Florida RECORD DING. HICKORY, NORTH CAROLINA
REVISIONS Of

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WORK `TO VERIFY AND BECOME FAMILIAR NTH CONDITIONS
_ STA. 0+41.94 EAST DRIVE AFFECTING THE PROPOSED CONSTRUCTION BEFORE
1 " < END OF PROJECT SUBMITTING PROPOSALS. ANY QUESTIONS OR CONCERNS
.=.=. THE CONTRACTOR MAY HAVE REGARDING THE PLANS,
PC STA. 2+26.07 SPECIPICATIONS OR THE "WORK" SHALL BE DIRECTED BY
-p ENTRANCE DRIVE � �
THE ENGINEER.
PC STA. 0+13.20 as < ' 2. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND PAY
• =•=•�� N 81 2240" W `,�, R = 120.00
WEST DRIVE 13.20' '{ ._. TAN = '39 26.
DELTA = 39 22" NECESSARY FEES BEFORE WORK BEGINS.
PROPOSED DRIVEWAY ENTRANCE PROPOSED WEST RIVE PT STA. 0+69.97 L = 51.95' FUTURE
TO FUTURE SITE SEE TYPICAL CRO S WEST DRIVE � s �>: � .��'. DRIVES 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONDUCTING
(FUTURE USE 1S UNDETERMINED) SECTION ON SHEET' 6 ALL WORK IN ACCORDANCE WITH THE LATEST RULES AND
, PT STA. 2+78.02 REGULA11ONS OF THE OCCUPA11ONAL SAFETY AND HEALTH
STA. 2+49.70 WEST DRIVE R = 125.00 a ENTRANCE DRIVE
:=.=: TAN = 28.89R ADMINISTRATION (OSHA).
END OF PROJECT 2+00 t,_• .. 1+00 s " i `a
DELTA = 26®01 27
�j = 56.7 ' p S 08'37'20" W 4, ALL BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED
t .` v' 6.15
UPON A SURVEY PROVIDED BY WK DICKSON & CO., INC.
.., a .. . _ ...r� _< ,,_... _.. .<_.._ �„ -< : :._ _. .,m. .r.;.... � � hw =:,�, >F.. •,fad .-�.. �,� -_v�,... .z- "' .-, _� '�r.,
.�' - a'=-','a',.^>-' Y "�..�, ss" ..t. .< �•. �( .*.3 �-?v::�`.�v� � �, o'�+... -� r. �" �z,.vz,r
..P .kl}„t`y.,x ..�( nF -3-'hY ^. n Yi.... ;r,:., r°G:; vF
� :. .. s_1. ., <.. �< <.. .ur. .'.,� " '¢,., � �> �a. �. -�'.-, `.� �'�...
.. ...; ,..,�, �.�r-_.. Ra "W 4,.v- ..sa cchi .. � �4: -.�` -C�'._ h TFtY'_ y 1, s'Y.$rr ,•G'a' 9
?. �,� -, F:..�. � .... .$'. .. :.:.- , � .w. ... .- v �y i us t:='�.`� dr '-.u'z`-. �-1 u4 E.. e5 _-. _... n. . -.i, S_. W�<rw , , A,, _ ;c �' -. '��r '•I. T TRs f. 'c`'.
•.0 -.-a�'� �
.._ -
t,.Y M'..'�.
.,.� a�9' � vU' 3 fs. 'zX"`h1 'y'; ."'t*. -r�, L �i rtt1, f✓' ,l'u.
STA. 0+00.00 WEST DRIVE
>.�••vf - - "' -mac• ..: �.
yr> { -
x..- •� sw ":s..4 . -W
x. POSSIBLE ATTEMPTS T 5. E ENGINEER HAS MADE ALL S BLE TTE TS 0
THE E
BEGIN PROJECT
—r
t'a
� a
LOCATE: EXISTING UTILITIES. IT IS THE CONTRACTOR'S
. .k d
. sr
z ro
a'
,t i
rk r`
, .: t .. •-ate-.-�
'@ - .�. 'e'^" _ dd ♦b-ten.. r�r' ' .��.
..�:, .,� � � �. _x• •� RESPONSIBILITY TO FIELD VERIFY THE LOCATIONS OF ALL
`'i. ;�. >< .� _. ,�- �: .... � ��. .tea' :��- .►� 'a
. :ii... �., - � to. . z., ,�. ... ate.- . ar-���• ..+.;... "^. 'fir_
a - -
:'-��'. .rfi�''v.. ?<;, -��`-. �f ,*sttc.-- ,f<' -..->x:?� �r�s-"..s±`��..�+.,?•:,�.,.�N.., .t`t,Sai.. s_hi:*'3, ;..i.,.::3;�,s. ._;�;i�.,�.:.. i�w UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY
tihT r: 12 CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
s 72 CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
BENCH MARK AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
STA. 3+19.41 ENTRANCE DRIVE BENCH TIE NC CALL ONE TELEPHONE NUMBER IS 1-800-632-4949.
PROPOSED 2e CURB IN 8" PINE
& GUTTER, TYPICAL END OF PROJECT ELEV. = 937.48'
6. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED
= `\ OTHERWISE.
RECOMMENDED GUARDRAIL.
` CONTRACTOR TO SUBMIT SHOP DRAWINGS. 7. CONTRACTOR MAY NOT BEGIN ANY WORK IN NCDOT R/W
�-; ; ' • ••• - T'
WITHOUT APPROVAL FROM NCDOT.
................ PRO
'.`. .:
FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE �G'
JJS AS NOTED 401 4th STREET SW, SUITE 201 POSE® SITE
ACCESS
DRAWN BY PROJECT DATE HICKORY, NC 28602 APPROVALS ~_
s
CADD AUG 2008WIN [phone] FOR
APPROVED BY PROJECT NUMBER IN AV BIDDING DRIVEWAY LAYOUT
JJS 80092.00.H % Office Locations: C E ASSOCIATES f L
P & WHITENER
CONSTRUCTION
REV. NO. DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia HICKORY NORTH CAROLINA
REVISIONS saos2�AvouT.DWG South Carolina Florida RECORD DWG. '

--- �- ✓
C• O I ,. c .-_-...._-w.`...�..._.._"". _..._ -- ^"' `� `°� ,� .-' ".. 'r °.ate `"•` ._.._.....�.�..
2Z4to _ w_ ' __�_..—a- -�`--_'�_.__.'
SOUTHEAST (SR 1(59
W W r ,�' ,j BENCH MARK f l
W �� f- _ - =P- - �___ # �TTON GIN SPIKE
z ..' __ f- / EDGE'0 SHALL T
"- ---- \
oo A�I� `- PAINT ELEV. = 943.96' l
aZo __. ` \ „ t � -- EX+S77NG o"D! WAr R LIA'
J
>0
wgiii-
Z�o< E lstTd7 . 1 4
W.
Jp0 U.p -. ...�... �., _.�...._._._... � _ .,�. _.... �._ _._. .._._. .._.._ .._. ._.._ ...._. o_._.. ._... ....._ .- a...
ZZ
$zoo
zW=m _ _ _ .� _ — — — _ __ _`` _ _.._ _. _ _ ..... _ — _. _.._ _... _. — �- - __ - --
- ���- 40 � ��� 4 — _ —. _ __. _ _ — -^ — —` _PROP. YARDI NLET #1 —�
_-...TOP GRATE — _941.75�
o0(n� _ _ T — - — �. 1.
_� �4 �' Y� — �_ �! �` -- �' T \ r 6� RCP f - — INVERT OUT = 937.50 ..��
_~�� Y �f .4'°� y vb Y` Y fir` _ o� f. ;' _ -� /
Z -_ — — — CONNECT TO EXISTING . �
-stye Box ��r � � — �— �� �__ — ti — � ' / � ``% \ 3 PROP. 36" RCP ® 1.0� t
_ rays ,'� \\ - --� _ CATCH BASIN \ ;t 1 t `
8000 / f — •— 1 1 � :.'°_`-..� INVERT IN — 935.85'
l ; PROP. CURB INLET 1 S I
INLET PROTECTION
f .� -' .' f ". j �• \ �_` _�' ` `` -, `' _ —` `` "`�• "`4' ..� � z I i � t TOP GRATE = 942.71 �
_ TYPICAL
R R R i I 1 INVERT •IN =_936.59 (0 — R/ �R '
�� ;' � : - .nIL vER ®u-r s3s.3s 0, R � t
t s �- \
CONTRACTOR SHALL INSTALL PROP. CURB INLET #2 i
& MAINTAIN A 100' LONG x TOP GRATE = 942.47 t
12' WIDE TEMPORARY INVERT IN = 9 7.30 ;
�. ! = = ' = _ '� i 1 t 1 CONSTRUC110N ENTRANCE I �' INVERT OUT = 937.00 i
�.�:� '\ \ ,j • I � � 1'1
PROP. 36" RCP ® 1.0%
co t
r , I i ��t. ,T.':• \ ,` '� \ \ 1 ! t ` j E 't i 3 3 t E �' t �/�0)
i{J
0)i
/ l / � / ,r ,�' i I� 1 1 i�I �( i i tt� •�����'�'° y V A �� t ' � � \y t t � � � i t� � � s � '`• 1 �
t
o� \�
GRAPh Iib SCALE \ t .� �
20 /10 0 10 20 40 f/ 7PdV = .9.28.5a° � � i 4\ t tt � \ �t! \� � � � �� \` \ i \1 1
moo-
1 1
ASH/� �
1" = 2b' ! \ t ! \ \ \\ t \ RIP RAP INLET PROTECTION'
t
\ t \ EXTEND 36" ABOVE PIPE
VER1 ! I \ t \t t �s.\, .�;�`i 1 1 D�50� = 12 ON FILTER FABRIC \ � 1 \� t ti \ \
t i ti v 1 r
f r 1 \` ` \ t j _ 96 RCP W/ SLOPED END t
TOPSOIL STOCKPILE
' f \ j � t '� \\ •".= -;'1 : �, \ � � RECOMMENDED GUARDRAIL. ..� \ � `� \
\ .SECTIONS (INSTALL INVERT \ 1
t` 1 t r` t \ \ ik
t � ! " \ CONTRACTOR TO SUBMIT �
12 BELOW CHANNEL BOTTOM) ,
SHOP DRAWINGS.
© � } 1 CONSTRUCTIONSEQUENCE
�' / TEMPORARY DIVERSION \ + t !!t t t \ \ \ o ! \ t t ®� \ --\ TS— I— t
DITCH, TYPICAL �3 i \ t \ \ \ \ ` \ i \ '\ t ! \ , \ $ , i
t° 1 1) OBTAIN EROSION CONTROL PERMIT FROM NC DENR.
2 OBTAIN DRIVEWAY PERMIT FROM NC DOT.
PROP. CURB INLET #4 )
TOP GRATE = 928.12
/ i 1 INVERT OUT = 923.93 i 925 ` \ \ �' l 1 1 I 3) INSTALL_ TEMPORARY CONSTRUCTION ENTRANCE.
'"'� ! �` g30 ` ; 1 4) BEGIN CLEARING AREAS AS REQUIRED TO INSTALL
1 `� 1 ' ` \\ \ I X 1 y 1 TEMPORARY EROSION CONTROL MEASURES. INSTALL CHECK
4 1 DAMS & DIVERSION DITCHES — DITCHED TO CATCH BASINS.
T
a ; t % ®:1:: \ �- ` \ 'cc \ t� \ \� ; \ �°�', o \ \ ~ 5) CONTINUE CLEARING / GRUBBING REMAINDER OF
PROP. 15 RCP 0 1.0% \ ! \ \: • ACM N t \ ti
M s M M \ \' \°� '; \ `� \ \ 0 941 CONSTRUCTION AREA.
6) INSTALL TOE DITCH AT BASE OF DRIVEWAY FILL SECTION
(WEST DRIVE) WITH SILT FENCE.
t ` \ 7) INSTALL PROPOSED 96" DIAMETER CMP CREEK CULVERT
\ t � ^1 �, � •�\\ \� �\ �\' \ \ \� -�-•.. � WITH INLET & OUTLET PROTECTION.
s
TDD - -t ' 35 ` \ \ \ BENCH MARK 8) COMPLETE ROUGH GRADING— SEED & GRASS ALL
/ �® ` \\ "° \ \ BENCH TIE COMPLETED SLOPES WITHIN 15 CALENDAR DAYS.
PROP. CURB INLET #5 4 _ 30 !t', \ / — \ \4 IN & PINE
TOP GRATE = 928.12 ,' - \' - \ \ 9) INSTALL_ PROPOSED DRAINAGE SYSTEM WITH CATCH BASIN &
� INVERT IN = 923.71 � � '�` � �' � �`' ��\ \ ,,' � � �' � ELEV. = 937.48
t t \ `� l \ TEMPORARY INLET PROTECTION.
INVERT OUT = 923.51 d \ t I 925' t`\'\
10 INSTALL_ PROPOSED CURB & GUTTER.
PROP. 51 LF OF 15" RCP ® 1. t \ ` \ ' \ \ \ \ RE�OMM•E1N D 944 1 DRAIL.
FES INVERT OUT = 923.00 \ \.\ �,t �\ }
\ \ \ \ \ \ \ \ 11 BACKFII_L & SHAPE SHOULDER AREAS BEHIND CURB LINES.
! �, \ \ C TRACTOR \1' EMIT }
\ l 1 \ SHOPRA�4 PROP. SILT FENCE, \
100 LF OF 96"0 RCP 00.357. ° � \ \ \ ' \ \ \ � � � \\ �\ i �' -• � - \� ' � t TYPICAL �. 12) INSTALL STONE BASE.
t INVERT IN 1' BELOW EXISTING �` \ \\ \ \ \t \ \\ _ — — .`t r \`\\ \ ` \ \~
t CHANNEL \ \ \ \\ �' ` \ \ \ — 1 \ \ \\ \\ \ - ' \ \ ~ 13) INSTALL PAVEMENT SURFACE.
SET INVERT IN MIN. \ \ ' t,\
ORE YOU 1 36" BELOW INVERT OUT OF �� 1 \ \ � 1 1 `i t :::��'�"i:::. \�::1 \ � ` \ � ,\ � \\ \ \ \ � r
\ , ` , \ t \ \ \\ , \ \ \ 14) SEED �. GRASS & RESTORE ALL REMAINING DISTURBED
" TANDEXISTING NCDOT BOX CULVERT AREAS, EROSION CONTROL MEASURES SHALL BE REMOVED
' ` .' �1" \ \ \ \\ \\ ` AS DIRECTED BY THE ENGINEER AND NC DENR.
i APPROX. INVERT IN = 914.90 , 1 i t4\.. . '�i`` \ \ �. �" t\ \\\\' ` \ \ - \ \ `�
%ff pt APPROX. INVERT OUT = XXX.00± t t t , :: \ 1 \ \\ \
RIP RAP DITCH NTH
\ \
CALL 1 800 632 g RIP RAP OUTLET; \
3:1 SIDESLOPE, 1 DEEP s
PROTECTION
N.C. ' ALL \\ D1501 = 9" ON FILTER _ "
TM 6 D€50 - 15 ON
✓ FABRIC
FILTER FABRIC
FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE
PROPOSED �*
401 4th STREET SW, SUITE 201 .m71 ACCESS
JJS AS NOTED HICKORY, NC 28602
DRAWN BY PROJECT DATE [phone] APPROVALS FOR
CADD AUG 9008
GRADING AND EROSION CONTROL PLAN
APPROVED BY PROJECT NUMBER BIDDING
J,ls 80092.00.H1 %jN Office Locations: CONSTRUCTION CCF ASSOCIATES I, WHITENER
REV. NO. DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia ' HICKORY, CAROLINA /9
REVISIONS 80092_GRADING.DWG South Carolina Florida RECORD DWG. y '

----------------------
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- --------- ------
T_
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--------------
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------------- --------------
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CENTERLINE OF ROAD
--__------ ---_---------------
912 912
----------- ---------------------
-----------
---------- ------
-------------- ------ RM E OSS SECTION B-B
------------
---------- t
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 1 10' HORZ.
1 3' VERT.
ENTRANCE R I VE iv_%R0FILE_
1 20' HORZ.
1 10' VERT.
975 -- 936
936----------
-------------
34
----------
2
-2
_3
-----------
1 0- ARDRAIL, 'I TYP.
----------- ------- 6
----------
-V%�
965 933 933
T-A-----__2 21
---------- ---------
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V_ -927-M--
...... ------
Fl�'ISHED GRAD
-----------
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-4
955 930
930
------------
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-----------------------
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------ OPIONAL SWIPED END
------------
Uj -MENUED
-4 -------------
L
927
945
927 MAX
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SS IV
96" DIA. C LA
T
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-17
RCP PROJE
'CTIN
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935
924
9 2 4
-T
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4
t -------
_T
925 921
921
------------ ------
T
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"L I I%Jr-1 Af-Ik
U
D
REC01 A 4'
GRO
MMENDED 14
---------- -----------
-----------
---------------------------
TYP.
-------------
--f IC-P
t915 12�1
918
----------------- --------------- ----------
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GROUND
-- -------- -------
--922'-00---
INV 915.1
+ +
F77TT=-7 -
----------
TTt-------------
-4-L
915
905 - -----
----------------- 915
4 4 ---------------------
L
------- -------
t
iUj _--------------- ..........
F
---------------- ---------- ---------
------ ----------------- ---- ---- INV 914.1
--------------- ------
895 - 912
t
9121 1L L
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
------------- ...........
A A
'f%FI LE A -A
909L JSTRE�Am CULYERT U A
WEST ru%Rl"vE PROFILE- 1 10' HORZ.
1" = 20' HORZ.
1" = 10" VERT. 1 3' VERT.
REI EASED FOR
0PROJECT MANAGER
DRAWING SCALE DATE
401 4th STREET SW, SUITE 20,
PROPOSED SITE ACCESS tA I
Jis AS NOTED
HICKORY, NC 28602
6
DRAWN By PROJECT DATE APPROVALS vE PROFILE
[phone]
CADD AUG 2008 wM FOR
BIDDING
APPRO\'ED BY PROJECT NUMBER
1-40A'
80092ZOO.Hl Office Locations: CCF ASSOCIATES 1. LP & WHITENER
Jis WEST ffL)RI%vjE PROFILE
CONSTRUCTION
T
115
r
4
J. �I--------
T
DESCRIPTION DATE FILE NAME community Infrastructure consultants North Carolina Georgia
EV. NO.1 HICKORY, NORTH CAROLINA
80092-GRADING.DWO Florida
South Carolina RECORD DWG.
REMSIONS

d
Yz
0
0 0 54'
Zr-a
Wz
00
" 5'-0" 30" CURB & GUTTER SECTION
5 —0 44
o SHOULDER SHOULDER 6" IAND
4000 PSIHAND RMED OR CONCRETEX0 28EDAYS
12'-0" 6'—O" 24'-0"
1 LANE ENTRANCE ISLAND 2 LANE EXIT " PAVEMENT e�®„ 90
Zoo 1/2 SURFACE 1
0
3 3 2'-0" SPILL CURB _
Z 2'-6" STANDARD Q �,
W o z a CATCH CURB & & GUTTER, TYP. " a a°.... pf. a "
9 tS GUTTER, TYP. 6 4 7
0 W= " _ " — ASPHALT 2 a l ,- EXPANSION
w = 2 S 9.5b ASPHALT 2 S 9.5bJOINT
W Z~ TYP. TYP.
w�0o
=2LL'
ROADWAY PAVING
0=1 O W 2 2.0%
o W CO 2.0% SLOPE ��/����!���:���� ��.�/����;!�� �� 2.0% SLOPE 2.0%
Nam° /�/�/�/�/�/�_77/�/ ///� / �i
�� 7/7 ��,��,��,��,��,�� ������� g - ; :.�;:. .: /� �� <: /�i��i�`i�`i��`i��`i��`ii��i�;�/i��/i 1 SECTION VIEW TERMINATION DETAIL
z o Zo W00
�0mW ,����/�`//\\ GRADE POINT OF PROPOSED "
VERTICAL ALIGNMENT — SEE CENTER LINE OF PROPOSED
0WO ENTRANCE DRIVEWAY 8 STONE BASE, TYP. GENERAL NOTES:
PROFILE
00(nm 1. CONTRACTION JOINTS SHALL BE SPACED AT MAX. IV INTERVALS, EXCEPT THAT A 15 FOOT SPACING
�, MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN
3 o o N BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE
oasQ
T N I — E TI ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLE CRACKING.
r-r-�w NOT TO SCALE 2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER
0 W Z 0 APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF
(n a 1-1/2" SHALL BE OBTAINED.
0 0(LOU 2
voon
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
STANDARD FRAME, GRATE, & HOOD 4. EXPANSION JOINTS SHALL BE FACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
VULCAN MODEL V-40 0-1 FOR
2' CURB AND GUTTER STANQAE?D CATCH CUEQ AND E
PAVEMENT -_—_ NOT TO SCALE
(2) #4 BARS
(3) #4 BARS
l: F:a. VERTICALLY IN
I M.H. STEPS I EACH CORNER
® 16" O.C., i MIN. 3'-0"
I( I SEE DETAIL I
1 CONTRACTOR SHALL
INVERT IN I) I ,} I HAND FORM CONC.
FILLET FROM INVERT
I IN TO INVERT OUT
SEE PLAN FOR 6"
SIZE AND MATERIAL
OF PIPING
12' DECELERATION LANE 6"-8" WASHED #4 BARS AT
SEE PLAN FOR SUPERELEVAT10N RATES STONE BEDDING 6" O.C. EACH WAY
EXISTING GUARDRAIL
RELOCATE AS NEEDED NOTES: —30" CURB & GUTTER SECTION
FUTURE 4' PAVED 8' SHOULDER 1. INVERT OUT SHALL BE 0.2' LOWER THAN INVERT IN FOR PIPES HAND FORMED OR EXTRUDED
WIDENING SHOULDER 2" S-9.5b ASPHALT OF EQUAL DIAMETER. PIPE CROWN ELEVATIONS SHALL BE SET 3000 PSI CONCRETE AT 28 DAYS
BY NCDOT SURFACE 6" TO THE SAME ELEVATION FOR ALL PIPES OF DIFFERENT DIAMETERS. 6"
_ 2. CONTRACTOR SHALL THOROUGHLY COMPACT ALL FILL MATERIAL PAVEMENT
ASPHALT b AROUND CATCH BASINS TO 95% STANDARD PROCTOR. 6„ A:) 1/8" R. SURFACE
3. CONTRACTOR SHALL HAND FORM FILLET FROM INVERT IN TO 11-1
SEE PLANS SEE PLANS INVERT OUT TO PREVENT PONDING OF WATER; C14r -
2.0% SLOPE � � � � � � � � � � � 2 61 2" ° . -ea dQ aQ "
////i//i//i/// / / /��/i�/i�/i /// 4. PRECAST CATCH BASINS SHALL BE DESIGNED FOR / Q 6"
H-20 TRAFFIC LOADINGS.
SUBGRADE COMPACTED TO _ _ _ ��� ��,����
5.
100% STANDARD PROCTOR 8" STONE BASE ����,�� BY"TINDALL�ASD & M CONCRETE", "MAD"
PRECAST CONCRETE CATCH SHALL BE 30"
MANUFACTURED
OR APPROVED EQUAL.
STANDARD
DECELERATION LANE CROSS—SECTION CURB INLET ILL CURB AND GUTTE
NOT TO SCALE 2" S-9.5b ASPHALT NOT TO SCALE NOT TO SCALE
TACK COAT /-3" I-19.0b
ASPHALT
------------------------
8" 4'-0" SQUARE 8" CONCRETE
12"
_ _ _ _ ____ _ 0 C.E.W. SLAB TOP
RECOMMENDED GUARDRAIL. i —� " " "
CONTRACTOR TO SUBMIT I I I I( I� ACCESS A COVER 48 x 8 OPEN
SHOP DRAWINGS. I— ►_I — " ) I (._, ,I I _ I 1=1»' _
THROAT EACH
8" BRICK,
8 COMPACTED THICKNESS SIDE, TYPICAL
AGGREGATE BASE COURSE BLOCK OR
24' FACE TO FACE 12" DEEP TOE OF FILL SECTION PRECAST iD TOP ELEVATION AS
DITCH — 2:1 SIDE SLOPES — SEE COMPACTED SUBGRADE CONCRETE LABLED ON PLANS
GRADING PLAN FOR LOCATION (100% STANDARD PROCTOR)
5' OF DITCH LINER
WIDTH EXISTING HEAVY PAVE" T SECTION
GRADE NOT TO SCALE
TIE TO EXISTING MIN. SOP POE MIN.
GRADES AT MAX 11 ..--- 6" CONCRETE
BASE SLAB
2:1 SLOPES, TYP. 2
1 �
----� GRADE POINT 12" 2" S-9.5b ASPHALT
�_ .----- CENTERLINE OF SET INVERT OUT 0.20 FT. LESS
PROPOSED ALIGNMENT 8" COMPACTED THICKNESS
THAN LOWEST INVERT IN
30" CONC. C & G AGGREGATE BASE COURSE
TYPICAL BOTH SIDES TYPICAL PAVEMENT SECTION _
S-9.5b ASPHALT =__-____-____-____ ______-------------------------------
2" _ ___ _
8" CABC I L T
NOTES: _
a
�-III— III—III--IIIi —IIIIIIi I I- LNJ MANHOLE Qsj
III—IIIIII—III- NOT TO SCALE
1. SEE ROADWAY PLAN AND PROFILE FOR VERTICAL ALIGNMENT AND GRADING INFORMATION. —' _I ( 1=I
2. SEE CURB DETAILS FOR CONSTRUCTION STANDARDS OF CURBS. '_ OMPACTED SUBGRADE
(100% STANDARD PROCTOR)
WEST DRIVE TYPICAL CROSS—SECTION MEDIUMT T SECTION
NOT TO SCALE
RD001 NOT TO SCALE
13-4 FOR REVIEW & COORDINATION NOT FOR CONSTRUCTIO
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE r
JJS AS NOTED 401 4th STREET SW, SUITE 201 PROPOSED SITE ACCESS
DRAWN BY PROJECT DATEwm HICKORY, NC 28602 APPROVALS _
CADD AUG 2008 (828) 327-69ii FOR
APPROVED BY PROJECT NUMBER BIDDING ��--ss��ee CONSTRUCTION
JJS 80092 OO.HI Office Locations: ,F CC
ASSOCIATES
I T S I, LP H I TE E
V. NO. DESCRIPTION DATE FILE NAME community Infrastructure consultants North Carolina Georgia CONSTRUCTION P' {
REVISIONS 80092.DETAILS.DWG South Carolina Florida RECORD DWG. ,f `;= 5 ;;,'`' HICKORY, NORTH CAROLINA

GENERAL NOTES:
ti a END SECTION TO BE USED ONLY WHERE SHOWN ON PLANS OR
Y AT LOCATIONS AS DIRECTED BY THE ENGINEER. ENDWALLS
4 3�
o,_o HUB END ON OUTLET END TO BE PLACED ON FLARED END SECTIONS OF PIPE ONLY WHERE
Zia SECTIONS. SPIGOT END 6" SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. ALL
oZ ON INLET END SECTIONS. CORNERS TO BE CHAMFERED 1". CLASS "B" CONCRETE SHALL
T- BE USED IN ENDWALLS. FLARED END SECTIONS ARE NORMALLY
W W I I I USED ON PIPE NTH SKEW ANGLES BETWEEN 75` AND 105
ow
< FILL SLOPE COMPACTED BERM I I I 4 , SLOPf
� Z SEED & MULCH EXISTING DITCH
=_ " II-
Ti�
o=o I I — AFTER CONSTRUCTION MIN. (WIDTH VARIES) X II- A—�I 3'' SC
oho —III= --'
®Pf 1:1 SLOPE
0aF -' , =I ( — FLOW 12" MIN. 2 -- - - - - - - - - - 2a_0" -
\ \j �.
wzo -) I (_— 2 �ij1 '�r/i//ir/% /\\ \ \��� i - - - ''-�__ _ NORMAL FILL
w�a`il
0 0 1 ® z �/-" \r/�\\\ \�r�r\\ i W \ sLOPE
oW
/� / .
mom EROSION CONTROL MATTING \ j STEEL BACK ROD END SECTION
~WE* SEE GRADING PLAN FOR I I 6 ='�
=2ti>
`�ow"D SPECIFICATIONS
off: ELEVATION CULVERT
Joao
L; ZW NATURAL GROUND LINE L_�- SLOPE DETAIL
Z000 PLAN
c
p tAOZ
"o,'.-U N.C.D.O.T. CLASS 3:1 SLOPE DIA. OF
o W o J DITCH WITH EROSIONC MATTING B EROSION C B G CULVERT G
�QN NOT TO SCALE CONTROL STONE 6"
J
YzzW `V
oQo-N FLOW ` _
O Q (—_ 1 t d
=Z��
W Z �\�\ice\ice\i\\ice a
0 0 BAR OR STEEL FABRIC
000f!)
SECTION REINFORCEMENT
COMPACTED BERM STEEL SIDE ROD 141 E
FILL SLOPE SEED & MULCH 2a_0" F ~ L
AFTER CONSTRUCTION MIN TE P I L SECTION—XX FRONT ELEVATION
12" MIN. ---2 NOT TO SCALE
I—I — FLOW —' 11 ECO02
J. --_ _ I RODS IN FLARED END SECTIONS END SECTIONS DIMENSIONS
2 PIPE
NO. & DIM. OF RODS RLBS FABRIC DIA. A B C E F
" " a w . " a_ » a_ "
12 2- x4 -0 SIDE RODS 3.008 18 -2x8-W2.1xW1.7 15 6 2-3 3-10 2-6 6-1
cV � / //\\/�\ 12" 4" 2'-0" 4'7 8 2a � ,
/ 6-0 TYP. 18" 2- x4! -0' SIDE RODS 3.008 18"-2x8-W2,1 xW1.7 1 g g 2-3 3-10 3-0 6-1
18 2- x4 -0 SIDE RODS 3.008 18 -2x8-W2.1xW1.7 24" 9 1 2" 3'-7 1 2" 2'-6" 4'-0" 6'-1 12"
SEED & MULCH CHANNEL �\ 24 2- x6 -0 SIDE RODS 4.512 24 -2x8-W2.9xW2.9 30 1'-0 4-6 1 -7 ;3 4 5'-0 6'-1 3 4
AFTER DIGGING DITCH 30 2- x6 -0 SIDE RODS 8.016 30 -2x8-W4xW2.9 36 1 -3 5-3 2-10 3 4 6-0 8-1 3 4
NATURAL GROUND LINE 36 2- x8 -0 SIDE RODS 10.688 42 -2x8-W4xW2.9 42" V-10" 5'-3"
36 2- x6 -0 BACK RODS 8.016
P RY SILT DIVERSION ITC
NOT CO SCALE STEEL POST STANDARD REINFORCED CONCRETEFLARED END SECTION —
WIRE FABRIC NOT TO SCALE
FILTER FABRIC
S�ppE _
® ��
am p�P1 —I I I '' EXISTING
M ® M �V- _)I(' GROUND ANCHOR THROUGH NETTING
i ^III—i LINE
N \ \ \ \
Q�$ SEDIMENT LOG •+
P\, v
COARSE AGGREGATE 4"�-- ANCHOR FABRIC
STONE SIZE = 2 -3 AS SHOWN Boa Y v 4F ,
SEE DETAIL 2/4
Z p� ANCHOR THROUGH NETTING
SECTION a� s{
t0 t gJyY 4
do-
VARIABLE
t d
VARIABLE AS DIRECTED BY THE ENGINEER 10' MAX.
f
TOP ANDcM , y , F `
SEDIMENT LOG v i 3 i '' t++''T " x �� t° WRAP GRATE IN
S BOTTOM STAY WIRES, ANCHOR WIRE FABRIC far SEE DETAIL 2/4 V v
FILTER FABRIC
P�\ QLP STRAND 12" SPACING TO POST WITH MIN. 4 f`<`i rt r �7 4 �� ,� rf, \—STORM SEWER
MIN. 10 MIN. 14 GA. FENCING STAPLES PER POST `f ; ' ,, `F j CURB INLET
GA., TYP. +
cn SECURELY rj
w '�ce. w ANCHOR r,`,1,ix „ l j NOTE: 1 X 1 X 30" WOODEN STAKES ARE
FABRIC TO t J RECOMMENDED FOR 6", 9", AND 12" SEDIMENT
NOT TO SCALE Q WIRE WITH
w LOGS.
EC004A W Z STORM SEWER
z WIRE TIES DROP INLET 7t L 1 e X 1 X aa" WOODEN STAKES ARE
_! ;, r t ;.f,, �O� RECOMMENDED FOR 20" SEDIMENT LOGS.
J Y o SEDIMENTLOGS
\/\\ \\ \\ \ \ CURB SCALE
PROTEC1tI0N 4
/ / / / - 5
GRADING NOTES ;�///�//�•�%, /i,/i./- - 9- -- -- , — I —./i./�� /.\ I // - /,, /.�//,\�
REFER TO SECTION 02110, 02210, & 02222 OF THE SPECIFICATIONS MAX. WIRE FILTER FABRIC TO L o W N
FABRIC MESH POLYPROPYLENE NYLON, � �� SEDIMENT LOGS
OPENING SIZE POLYESTER OR POLY-
= 36 SQ. IN. ETHYLENE YARN OF
SEDIMENT LOGS
MANUFACTURER TO BE WOOD STAKE, PLAN VIEW I' t;' wooD STAKE
STRIPPING: UPON COMPLETION OF STRIPPING OPERATIONS, PROOFROLL THE EXPOSED APPROVED BY ENGINEER SEE DETAIL 3/4 WOOD STAKE
SUBGRADE WITH A LOADED DUMPTRUCK WITH A MINIMUM LOADED WEIGHT STORM SEWER
OF 20 TONS. DROP INLET PWOODSTAKE ENETRATE NETTING
ONLY
?yam J i PENETRATE NETTING
STAKE TO LY
ELEVATION o� = ;
FILLING: PLACE FILL MATERIAL IN LOOSE 8" LAYERS AND COMPACT TO 95% STANDARD SEDIMENT LOG �� i SOIL
PROCTOR (100% FOR BUIDLING PAD AREAS) WITH THE UPPERMOST 12 OF > y - �< f { SURFACE
NOTES.
MATERIAL COMPACTED TO 100% STANDARD PROCTOR. Flow \ ✓ s
t s-\ ^+ r f FLOW ✓ l_err dv- i ri: -,r. ''t ✓f':r 1
1. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND t
�ry 'ry 5 �. _i :. 'e DAFT•. .-atY /1_t.lt, -rF .t `'\. \ ,' -.�\ >>, \i
COMPACTION TESTING: ONE DENSITY TEST PE13 •�"` ;a' r ,2� t -; $ \� r �,\ •t� -�`'j'• \�/' i 1.",r�\`
DISPOSING OF SILT ACCUMULATIONS AS DIRECTED BY THE ENGINEER.
FEET OF FILL PLACEMENT, PER ONE FOOT OF FILL MATERIAL FILTER FABRIC SHALL BE REPLACED WHEN IT HAS DETERIORATED TO SUCH X � x y r ,<
PARKING AREAS: ONE DENSITY TEST PER 10,000 SQUARE FEET OF FILL PLACEMENT, EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE.
PER ONE FOOT OF FILL MATERIAL.
2. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (® 20% MAX. Z
VVII
ELONGATION) OF 30lbsAIN. IN., WIRE FABRIC REQUIRED. ',`t' l`
BORROW AREA: THE BORROW MATERIAL SHALL BE CHECKED FOR SUITABILITY FOR COMPACTION j
AND APPROVED BY THE SOILS TESTING LABORATORY. ALL BORROW MATERIAL 3. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH =
SHALL BE AT THE CONTRACTOR'S EXPENSE. 50 Ibs/LIN. IN. ® MAX. 20% ELONGATION), WIRE FABRIC IS OPTIONAL, SEDIMENT LOG
MAXIMUM POST SPACING = 6 FEET. DROP INLET PROTECTION_ STAKE DETAIL 2 STAKE DETAIL 3
SUBGRADE FOR STONE BASE: THE SUBGRADE SHALL BE PROOFROLLED IN THE PRESENCE 4. POSTS SHALL BE 1.33 Ib LF STEEL, MINIMUM, UNLESS OTHERWISE NO SCALE ¢ NO SCALE 4 NO SCALE 4
OF THE ENGINEER USING A LOADED DUMPTRUCK WITH A MINIMUM LOADED WEIGHT APPROVED BY ENGINEER./
OF 25 TONS.
STONE BASE: STONE BASE SHALL BE COMPACTED TO A DENSITY EQUAL TO AT LEAST 100% I LQ I L T RQ TIQN
OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE NOT To SCALE
WITH AASHTO T180. THE THICKNESS OF THE BASE SHALL BE WITHIN A TOLERANCE SILT EENCE
OF PLUS OR MINUS 0.1' OF THE BASE THICKNESS SPECIFIED ON THE PLAN NOT TO SCALE
ECO01
FOR REVIEW & COORDINATION NOT FOR CONSTRUCTION
z t,
PROJECT MANAGER DRAWING SCALE 40' 4th STREET SW, SUITE 201 RELEASED FOR DALE ®(� c
JJS AS NOTED HICKORY, NC 28802 PROPOSED" G SITEACCESS
DRAWN BY PROJECT DATEWilk (828) 327-891 i APPROVALS
CADD AUG 2008kA# FOR
APPROVED BY PROJECT NUMBER BIDDING
JJS 80092.00.H1b;KSAr& Office Locations: CONSTRUCTION E ASSOCIATES 1, LWHITENER
REV, N0, DESCRIPTION DATE FILE NAME community infrastructure consultants North Carolina Georgia pry
REVISIONS 80092_DETAILS.DWG South Carolina Florida RECORD DWG. HICKORY, NORTH CAROLINA

Vi Q
~YC~ I E L®I 1 PS DEoWATERING
O$~ ' ~,o° Seedin Mixture
~Z 9 CONCRETE BLOCK
IvW= ~ Species Rate (lb/as oz$ '7> 4 W U W ) . Rate (lb/acre)
zY SEDIMENT LOGS EXISTING DITCH y W Tall fescue 100 100
~~a WOOD STAKE . y . . W Sericea lespedeza 20 LLF t+, W. WW. 20 b r~ ~4~
°'g WOOD STAKE TO ONLY (WIDTH VARIES} ~ . . Korean lespedeza 10 N z ~n,.Fra:~ PENETRATE NETTING ^ ^ r-, ^ ~ \ . 10 0 ~ r
,1-W .„~.,..2 ~ 3B Redtop 5 5 ~g°P m ~
odd r.x~.?F, soL Kentucky bluegrass 5 o FLOW ~ SURFACE Zoo .,~Fnr: \ \ \ N.~n \ \
0 i . f. e din not i, ~ See 'N ~ v i. i r, ~ ,h-- 9 i - ~ U \ t;(, ~ K G. n v .R ~ ~ o q°o° Oee°t ~e o° • o,d~ro o o ° oa o°o.°oti °0°~0°0°0 e° 'o
'.X r ~ v, Q~ Y / ,i OIR ANKET ~ o C BL ~ a °e u scarlfi d r Au . 1 use n seed for se is G , / Afte r 8 ~ 9 0 1, seed for sericea lespedeza. 8 ~
i L J ffl ! `2 ' ~ '.k W :s ~ / ~ AN SCAPE STAPLE L D ~ ~ / / Tu+.. .r C Z
Za _ / / / Nurse lants o~-° ~~A/ \/A
/ .15ad 2 M 1 and Au d 10 Ib acr / / Between a WO 9 / Y 0 W ( / > ~ W 1 or r Prior to Ma afte Au . idd 10 Ib/acre German millet or 15 Ib/acre o00 ~eo~ >r after Aug. 15, add 40 Ib/acre rye (grain). It 9o;e P .QR
den rasa. Su W Y 9 s zr W- i o lent the rasses in 1 benehc al t ma be 0 grasses in late summer and overseed the °~'e~.$.o.°a., ° ~m:<°<•.: o ~ ° a'°°
.g P 9 Y r O N Z G N ELEVATIO ON SECTI in March. les edezas W P o e o o. w. o•oo°o e o 8.p0a o ~o°S°°8o° $!'ro °o'•°ao°~0o0°$0° $.°b o e°o°°og o
W g ° W _ m UW
Joe O ates n Seedin d g QNU
° Best ~~zW TEMPORARY SILT CHECK DAM 5 Possible -2:1 SLOPE, GRAVEL FLTER
3000 NOTE: REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT Below 2500 ft: Aug. 15-Sept. 1 5-Sept. 1 July 25-Sept. 15
- N NOT TO SCALE STAPLE PATTERN RECgmIMEi~ATKlNS FOR INSTALlATK1N. Mar. 1-A r. 1 ~ZWo P -Apr. 1 Mar. 1-May 10
~ W m W Jul 25-Au . 15 Z W o m Above 2500 ft: Y 9 -Aug. 15 July 15-Aug. 30 ISOMETRIC VIEW
o ~ T. PREPARE SOIL BEFORE INSTALLJNG EEAtdKEtS, INCLUDIt~ APPUCdITK1N OF UME; FERt1UZER, Mar. 20-Apr. 20 0-Apr. 20 Mar. 5-May 15
~~as AND ONNJ 2. BEGIN AT THE lOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. Complete seeding earlier in the fall, and si e fall, and start later in spring on north and TEMPORARY WIRE SCREEN
y~°~ tTAC141LL AND cXJMPACi THE TRENCH AFTER STAPLING. east facing slopes. SEDIMENT ~ DEWATERING
U ~ o °z 3. ROLL THE BLANKETS (A.) GOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. O4UQ PQOL
Soil amendments
~~Z~ AS REQUIRED PER PLAN THE EDGES AF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. A I lime and fertilizer accord'In to soli t -gor PP Y 9 ding to soil tests, or apply 4,000 Ib/acre ground °.a ° 2' MAX. °
a~YZ 5. WHEN BLANKETS MUST BE SPUC® DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE agricultural limestone and 1,000 Ib/acre 5- oo~~? STYLt~ WITH': APPROXIMATELY 4° OVERLAP. STAPLE 1HROUGH OVERLAPPED AREA, APPROXIMATELY )0 Ib/acre 5-10-10 fertilizer. o .~~Po°~ °
1a° APART Mulch
PROPOSED ROADWAY 96" DIA. RCP GEOTEXTILE FABRIC INSTALLATION 111.111=III.: ain straw or equivalent cover of another suitable SEDIMENT 11=III=111'
NOT TO SCALE Apply 4,000-5,000 Ib/acre grain straw or mulching material. Anchor mulch by tackil ulch by tacking with asphalt, roving or netting. ~ ~ ~ DROP INLET
Netting is the preferred anchoring method firing method on steep scopes. WITH GRATE
Maintenance
BACKFILL ~ ~ r PIPE - - _ _ Mow no more than once a year. Refertlhz~ ar. Refertilize in the second far unless growth SECTION VIEW
PER MANUFACTURER S - - % / / - - - STREAM INTAKE PIPE is full ade uate. Reseed fertilize and mu - - - ~ ~ ~ ~ - - Y q ' •tilize and mulch damaged areas immediately.
SPECIFICATIONS - - ~ ~ ~ ~ -I ~ 8 \ 9 -
2~~ 2~ _ - PUMP BL®CK L I LET
NOT TO SCALE ECf107
7 - ' TEMPORARY COFFER - - TEMPORARY SEEDING SCHEDU SCHEDULE -SUMMER
- - 4 DAM SANDBAGS Eco~aa
- .,BURY PIPE INVERT - 2'
BEDDING/BACKFlLL WITH X57 STONE _ - Seeding mixture
OR MANUFACTURER S - _ S ecies Rate Ib acre P to I;Ib/acre)
SPECIFICATIONS _ _ = DISCHARGE
- - - - - - PIPE German millet 40 ~I I I-III-I I i-III-III-I 40 ~
CULVERT In the Piedmont and Mountains, asmall-stem 3 3 TYP.) a small-stemmed Sudangrass may be ~ II~ /TOPS0IL~EBRIS 1
CULVERT TRENCHING DETAIL substituted at a rate of 50 Ib/acre. acre. * FILTER FABRIC ( STOC PILE * FLTER FABRIC
NOT TO SCALE ~ ~
Seedin dates ~ ~ ~
ulvert size Material Len th ft Inv in Inv Out End treatment g C g Mountains -May 15-Aug. 95 EXISTING GRADE
96 Dla. RCP 94 914.9 914.1 PROJECTING CULVERT Piedmont -May 1-Aug. 15
CLASS IV FROM FILL W/ OPTIONAL ENERGY Coastal Plain -Apr. 95-Aug. 15 i =~~1
SLOPED END SEC110NS DISSIPATER * SEE DETAIL FOR INSTALLATION 01>' FLTER FABRIC
NOTES: Soil amendments Follow recommendations of soil tests or apply tests or apply 2,000 Ib/acre ground NOTE: STOCKPILE .HEIGHTS SHALL NOT EXCEED 35 FEET.
1. A MINIMUM OF 2' FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST BE ALLOWED FOR agricultural limestone and 750 Ib/acre 10-10- >/acre 10-10-10 fertilizer STOCKPILE SLOPES SHALL BE 3 : 1 OR FLATTER.
COMPACTiON OF FILL MATERIAL BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY ROCK AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'. FILTER
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER MUIch TYPICAL STOCKPI 'TAI
THE PIPE HAS BEEN PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL BE PLACED LOOSE AND Apply 4,000 Ib/acre straw. Anchor stray by hor straw by tacking with asphalt, NOT TO SCALE
THOROUGHLY COMPACTED INTO PLACE. netting or a mUICh anchOrtng 1001. A disk wii ol. A disk with blades set nearly
PUMP DISCHARGE straight can be used as an anchoring tool. 2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95% OF STANDARD PROCTOR ENERGY DISSIPATER boring tool.
OR TO MANUFACTURER'S SPECIFICAT10NS.
THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100 OR TO MANUFACTURER'S SPECIFICATIONS. Maintenance LENGTH
3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. RefertiliZe if growth is not fully adequate. Re adequate. Reseed, fertilize and mulch
TEMPORARY COFFER DAM immediately following erosion or other damage other damage.
4. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL OR TO MANUFACTURER'S AND PUMP BYPASS DETAIL SPECIFICATIONS.
NOT TO SCALE
STORM DRAIN PIPE IRIP-RAP- ~ 4 APRON, ~
U~ FU.TER BAG FOR DEWATETtNJG THE WgtiC AREA
DISCHARC~ HosE EROSION CONTROL DEVICE h DEVICE MAINTENANCE NOTES:
WELL VEGETATED AREA q.AMP
gSCHARGE NOSE CLAMP 1. THE CONTRACTOR IS RESPONSIBLE FOi PONSIBLE FOR THE MAINTENANCE AND PLAN
FlLTER BAG CLAMP FlLTER BAG REPAIR OF THE EROSION CONTROL DE' CONTROL DEVICES UNTIL CONSTRUCTION IS
INTAKE HOSE WELL VEGETATED, GRASSY AREA PUMP COMPLETE.
INTAKE HOSE
aEVAnorv wr-w 2. ALL EROSION AND SEDIMENT CONTROL :NT CONTROL DEVICES SHALL BE CHECKED SLOPE = O~ TAILWATER
wELL vEGErATED, c~ASSV AREA c~aMP PUMP FOR STABILITY AND OPERAT10N FOLLO' IA110N FOLLOWING EVERY RUNOFF PRODUCING 'rE LESS THAN ONCE PER WEEK. F10W
PLAN wEW RAINFALL BUT IN NO CASE LESS THAP
3. ANY NEEDED REPAIRS WILL BE MADE I _L BE MADE IMMEDIATELY TO MAINTAIN ALL -
> BA(5 SHALL BE MADE FROM NON-WOVEN GEOTEXDLE MATERIAL SEWN iMTN FdGH STRENGTH, RACTiCES AS DESIGNED. P STORM DRAIN PIPE
DOUBLE STIGH® "J" TYPE SEAMS. THEY SHALL BE CAPABLE ~ TRAPPING PARTIq.ES LARGER THAN
~ 4. SEDIMENT IS TO BE BE REMOVED FROG Z A SUITABLE ;MEANS OF ACCES~NG TIC BAG WnH MACHINERY REQUIRED FOR DISPOSAL PURPOSES EMOVED FROM THE SEDIMENT TRAPS, BASINS ~ ` ' , ~ _
MUST ~ PROVIDED. FlLTER BAGS SHALL BE REPLACED WHEN THEY ~CgdE 1/2 FULL SPARE BAGS AND INLET PROTECTION DEVICES WHEN SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED ~ ARE FlLIED. APPROXIMATELY 507 FILLED. IEVICES WHEN STORAGE CAPACITY HAS BEEN ~ /y,, ~ .ED. FILTER FABRIC, MIRAFI N.C.D.O.T. CLASS I
3. BAGS SHALL ~ LOCATED IN WELL-VEGETATED {GRASSY) AREA, AND DISCHARGE gdTO STABLE, EROSION RE~STANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEX'nLE FLOW PATH SHALL BE
PROWDED. BAGS SHALL NOT ~ PLAf~D ON St.OPES GT~ATER THAN 5~. 5. GRAVEL IS TO BE CLEANED AND OR A .D AND OR REPLACED WHEN THE SEDIMENT 700x OR EQUAL RIPRAP, MINIMUM / 1B° THICK, TYPICAL
4. THE PUMP D1Sq~ARGE HOSE MALL BE INSERTED INTO THE BAGS IN THE MANNER SPEgFlED BY THE MANUFACTURER AND SECURELY CLAMPED. POOL NO LONGER DRAINS PROPERLY. > PROPERLY.
5. THE PUMT~NG RATE SHALL 8E NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPEgFiED BY THE MANUFAtCTUt~R, WMCHEVER IS LESS. PUMP INTAKES SHOULD BE FLOA1iNG AND SCREENED. 6. SEDIMENT IS TO BE REMOVED FROM BI
IVED FROM BEHIND SILT FENCE WHEN IT SECTION
SEDIMENT FILTER BAG FOR PUMPED UVATE BECOMES APPROXIMATELY 0.50' DEEP 0.50' DEEP AT THE FENCE. THE SILT
DETAIL 2 FENCE IS TO BE REPAIRED AS NECES~ D AS NECESSARY TO MAINTAIN A BARRIER.
NOT TO SCALE 7. PERMANENT GROUND COVER MUST BE DER MUST BE ESTABLISHED WITHIN THE RIP-RAP SCHEDULE
PROPOSED DITCHES AND CHANNELS. CHANNELS. PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.)
24" 24' 8. ALL DISTURBED AREAS ARE TO BE FEI RE TO BE FERTILIZED, SEEDED AND MULCHED 15" l~t~ 14°
Rte(, CLASS R-5 MIN. ~ AS NEEDED IN ACCORDANCE WITH T1- SAND B ONCE WITH THE SPECIFICATIONS.
9. ADDITIONAL MECHANICAL MEASURES W MEASURES NflLL BE REQUIRED IF VEGETATIVE 3LISHED AS PROPOSED.
MIN. COVER CANNOT BE ESTABLISHED AS F .q
. ,~(,~r ccsLSTRUCTTOrI AREA NOTE.
Q
. • . ~Q~ MPORARY GROUNDCOVER SUFFICIENT TE :R SUFFICIENT TO RESTRAIN EROSION SHALL 'RIP-RAP APRON
BE PLACED ON ALL DISTURBED AREAS JRBED AREAS WITHIN 15 WORKING DAYS OR NOT TO SCALE
PLASTic SHEEnNC E>asT~lc sTR~1 8ED 30 CALENDAR DAYS OF COMPLETION ~OMPLE110N OF ANY PHASE OF GRADING, soc+oa
WHICHEVER IS SHORTER. - - - - T ~ - ~ ~ a--~
COFFERDAM TYPICAL SECTION NOT TO SCALE - ~ ~ ~ . Yew ~s,'' ' r ~ ~ ~ i ~
~ / 1
PROJECT MANAGER DRAWING SCALE 4 1 T W ITE 2O1 RELEASED FOR DATE ` ` ~ f I ,,,,.T„ 0 4th STREE S , SU I _ . . r < d~R~pnC ~Qr~pn~Fn ~IT~ err~~~~
ddD AA IYVICU HICKORY, NC 28602 r e ®`re vV r e ®`re vvIw FO%.f I R a 1® ® e0/v1s®/.. L-A /
DRAWN BY PROJECT DATE APPROVALS RAN AUG 2008 I ftsmWK [phone]
APPROVED BY PROJECT NUMBER 1 (0.";X S N BIDDING r Office Locations: C SSCI A ASSOCIATES I, LP & WHITENER CONSTRUCTION DETAILS
JJS 8009200.Hi CONSTRUC110N REV. NO. DESCRIP110N DATE FIE NAME community infrastructure consultants North Carolina Georgia " u p
80092_DETAiLS,DWG South Carolina Florida HICKOR REVISIONS RECORD DING HICKORY, NORTH CAROLINA /9
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