20020801 Ver 1_Site Plan_20020521

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GENERAL NOTES INDEX OF DRAWINGS
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SHEET DRAIMNG DESCRIPTION 1. PROVIDE SEEDING MULCHING (PERMANENT TEMPORARY) N NO. ~ a
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS, BUT NO MORE THAN ~ a Y i~ 4 4 eI- 3 S~^" -
30 CALENDAR DAYS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING. 1 1 COVER SHEET
PROVIDE PERMANENT GROUND COWER ON ALL DISTURBED AREAS WITHIN 2 2 INIDEX VICINITY MAP NOTES AND lF
15 WORKING DAYS, BUT NO MORE THAN 90 CALENDAR DAYS FOLLOWING 3 G1 'PLM & PROFILE, STATM 0+00 - STA 10+00
COMPLETION OF CONSTRUCTION. 4 G2 PLAH & PROFILE, STATION 10+00 - STATION 16+0208 > r ! r x i NORTH
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2. BENDS IN PROPOSED WATER LINE ARE NOTED EITHER ON THE PLAN 5 G3 PLAN ai PROFILE, STATION 20+00 STATION 35+OD OR ON THE PROFILE, AS APPROPRIATE. 6 G4 PLAN & PROFILE, STATION 35+00 -STATION 50+00
G5 PLAN & PROflI~, STAIWN 50+00 -STATION 65+00 3. DO NOT ALLOW LIVE OR FRESH CONCRETE TO COME INTO CONTACT 7
WITH WATER IN ANY STREAM. 8 G6 PLAIN & PROFILE, STATION 65+00 - STATION 73+04,44 Z .
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9 D1 SITE DETAILS
10 D2 STE DETAILS E~ jx H h p 4
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SEEDING SCHEDULES
DRAW4NG LAYOUT
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PERMANENT SEEDING SCHEDULE TEMPORARY SEEDING SCHEDULE iEWLE a X a e ,
SEEDING MIXTURE WINTER
Species Rate (lb./acre) SEEDING MIXTURE 'L
Tall fescue 100 Species Rate(lb./acre' Sericeo lespedeza 30 tate(ib./acre)
Kobe lespedezo 10 Rye (grain) 120 120 i tr „tc r
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SEEDING NOTES SEEDING DATES t at'r tT1t; t M
After August 15, use unscarified sericea seed. October 25 - February 1 r A ,I
SUMMER
' NURSE PLANTS 3. , #A
SEEDING MIXTURE rfq y3
Between May 1 and August 15, add 10 lb/acre German millet or l~ ~M
t; 15 lb/acre Sudongross, Prior to May 1 or after August 15, add Species Rote(ib,/acre, tote(ib./acre): ,
40 lb/acre rye (groin). German millet 40 x 40
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T" e°aYY''f .
SEEDING DATES SEEDING DATES • Y A
Eady spring: February 15 - April 15 April 15 - August 5
Fall. August 20 - October 25 k<
At tines other than the above apply temorary seeding, then
apply permanent seeding later. SOIL AMMENDMENTS
Apply 2,000 Ib,/acre ground agricultur6 lira Iricuitural limestone and 750 Ib./acre?
SOIL AMENDMENTS 10-10-10 fertilizer, Do not apply fertilizer v Ply fertilizer within 10 feet of any stream. Ol cj x
Apply 3000 lb/acre ground agricultural limestone and 1,000 Ib/ocre MULCH
10-10-10 fertilizer. Do not apply fertilizer within 10 feet of any stream. Apply 4,000 lb./acre small grain straw or e n straw or equivalent cover of another
suitable mulch. Anchor straw by tacking wit y looking with asphalt or netting. N
MULCH Use netting on slopes steeper than 3:1. than 3:1.
ter.. s ~TPa4~N
Apply 4,000-5,000 lb./acre small gram straw or equivalent cover of MAINTENANCE ~ r A4
another suitable mulch. Anchor straw by tacking with asphalt or netting. Refertlize if growth is not fully adequate. R Use netting on slopes steeper than 3:1, mulch immediately following erosion or othe adequate. Reseed, refertAlze and
ision or other damage.
MAINTENANCE 02080t
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Reseed, fertilize and mulch damaged areas immediately.
CONSTRUCTION SEQUENCE LE( LEGEND
d 3F5 F M -F~
4m, ~A
SYMBOLS ABBREVIATIONS ak; LINETYPES SECTION AND DETAIL KEYING
bi ' 1. GEAR AREAS NECESSARY TO INSTALL EROSION CONTROL DEVICES.
s
0 2 INSTALL ALL EROSION CONTROL DEVICES. A.B.C. AGGREGATE BASE COURSE O/H OVERHEAD
10 „a 3. CLEAR AS NECESSARY FOR CONSMUCtION. MAZE CLEARING AND SYMBOL DESCRIPTION C.I. CAST IRON PVC POLYVINYL CHLORIDE )E DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: f
LL GROUND DISTURBANCE AT STREAM CROSS NGS. C CENTERLINE
II R.C.P. REINFORCED CONCRETE PIPE tETE PIPE - - EXISTING RIGHT-OF-WAY LINE (A) A SECTION CUT ON DRAWING 3 IS IDENTIFIED AS FOLLOWS: a
4, COMPLETE CONSTRUCTION AND APPLY PERMANENT SEEDING PER SCHEDULE. HYDRANT CL. • CLASS SAN. SANITARY EDGE OF PAVEMENT SECTION LETTER
CONSTRUCT STREAM. CROSSING DIVERSIONS IRATELY PRIOR TO oMM WATER METER CONSTRUCTION AT THE STREAM AND REMOVE DIWQtSONS WpNEDIAIELY C.M.P. CORRUGATED METAL PIPE STA. STATION
m FOLLOWING COMPLETION OF CONSTRUCTION AT THE STREAM. s EXISTING WATER LINE
o D4 VALVE CONC. CONCRETE
5. MAINTAIN ALL 900 CONTROL DEICES UNTIL PERMANENT VEGETATION VERT. VERTICAL SS EXISTING SANITARY SEWER ECDRAWING WHERE SECTION IS SHOWN
HAS BEEN ESTABLISHED. ® MANHOLE D.I. DUCTILE IRON U/G UNDERGROUND
c ExIsnaG GAS
POWER OR TELEPHONE POLE D.I.P. DUCTILE IRON PIPE W/ WITH (B) THE SECTION SHOWN ON DRAWING 6 IS IDENTIFIED AS FOLLOWS:
!IC x x-- FENCES „
z T13 TELEPHONE PEDESTAL EXIST, EXISTING W.W.F. WELDED WIRE FABRIC
GUY FL FLANGED SECTION LETTER a;' n -x - x x- SILT FENCE
F.O.C, FIBER OPTIC CABLE
I SIGN GALV. GALVANIZED
EXISTING STORM DRAINAGE 3 DRAWING WHERE SECTION WAS CUT
z DM MAILBOX HOPE HIGH DENSITY POLYETHYLENE
n MONUMENT MAX. MAXIMUM
x ® CONTROLLED ACCESS LINE MIN. MINIMUM
3C MJ MECHANICAL JOINT ry
Q N.C. NORTH CAROLINA
NCDOT NORTH CAROLINA DEPARTMENT PRELIMINARY _ Rr 3 y
OF TRANSPORTATION NOT FOR LONMOON rap+~ar ~ ` 4 C9x 'k,~t zFd
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NMI 7 7"m ",an } h x _ f ...yam * 9r} _ y` .t M
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EXISTING 8' D.I.P. WATER LINE ~ , f Xb
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EXISTING 6' PVC SANITARY SEWER FORCE MAIN, LOCATION APPROXIMATE - PROPOSED 4' HOPE GAS LINE - J~ Kin:
MAINTAIN 10' CLEAR HORIZONTAL SEPARATION N C. HJWWAY 268 28-i _ . ill w 25+00 29+00 30+00 '
26+00 22' PAVEMENT 60' R
90' ELL 24+00 _
- _ _ x ---x 22+00 23+00 z 77
+00 GRASS 00
? £ x~--x-_ PROPOSED FIRE HYDRANT 22 1/71 i D.I. 22 11T BEND PATH
x x x 16' D.I. 22 1/2' BEND 6" D.I. 45' BEND err C6 L DRI / c JOINS WRIER SILT FENCE TEMPORARY CONSTRUCTION EASEMENT STREAM CROSSING, 14 45' BEND 34+00
_ (CO LAY) SEE DETAIL 13
90' ELL 2
R. J .
: EXISTING GAS LINE
I PROPOSED 16' D.I.P. CLASS 50 WATER LINE REPLACE EXISTING BEND WITH 12" X 8' D.I. TEE
16" X 8' D.I. REDUCER - LOCATE AS CLOSE TO VALVE AS POSSIBLE
8' D.I. BEND, IF NECESSARY ' Y
EXIST. GRAVITY SANITARY SEWER, LOCATION APPROXIMATE
EXIST. 8" 0.1. WATER LINES, LOCATION APPROXIMATE HI ..Sx (
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PLAN
SCALE: 1" = 50'
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992 - - -
990 - - - -
- 990 (Zi' "",1
988 - - - - - - - - - - - - - - Sea
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986 - - 9~ •,r,,, U
984 - - - - - - - - t -t - - - 984 4
982 - - - _ _ I 982
980 980
918 - - - - - 976
976 - - - - EXISTING ROUND STATION 27+56 FIRE HYDRANT ANT 976
N
u") \ \ 914 - - - - - - - - - - - - - 974
m ^M - _ -
- 972 O
a° 970 16" X 8w TEE AT EXISTING WATER LINE I / 970
I -.mom - 968 Lai O'
968 PROP 16' X 8" D.I. EDUCER -
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966 - EXISTING 8' ATE VALVE 986
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964 PROPOSED 16" DJ P. CLASS 50 W TER LINE 16' D.I. 22 1 BEND 16' D.I. 22 1 ' BE I L 22 1/2' BED - 964 4 4
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962 v _ 962
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960 - - 960 Q
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= 958 958 -
W 16" D.I. 45' BEND W BEND Q. N
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3 3 AS NOW
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PROFILE PRELIMINARYro3l
HORIZONTAL SCALE: 1" = 50' NOT FOR CONSTi2UCT}ON
VERTICAL SCALE: 1" _ 5' P
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EXISTING 6" PVC SANITARY SEWER FORCE MAIN, LOCA110N ,
APPROXIMATE -MAINTAIN td CLEAR HORIZONTAL SEPARATION ,:,1'.
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GUARDRAN.
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~..-----38+04- 39+00 ~ SPUT RAIL FENCES Ll III. 4. ~"'.~i ';Rt
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NI 22 GH +00 - PA W 3s AY _ _ _ - ~IT41+ 26 ./ice Rl x 7I ~-,u
_ _ oo 8 ® t r . SPOT RAU. FENCE ~ x..-~ A
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x x - - - . , _ ~ _ x 4 .t x ~ ~I ~ ~ 1 .rte,,,,. x ~r
16 D.I. 22 1 2' BEND ASPHAL ~ x x x
STREAM CROSSING, SEE DETAIL 14 S D2 x -j EXTEND EXISTING C.M.P. BY 40` WtTN ~
y TEMPORARY CONSTRUCTION EASEMENT » ~ ~ 16 D.I. 45' BEND 16 D.I. ti _ IDENTICAL M11TE18AlS. F9t AROUND t; . - x 0,1...22-tr/2' ~ EXTENS~N AT 1.5:1 St.OPE. COVER
~ ~ _.r-~-- FNJ. WITH R~ RAP, 6' I?~OIAN STt~
PROPOSED BUTTERfIY VALVE 22 1/2' BEND i PROPOSED 16 D.I.P. (SASS 50 WATER UNE
I"' PROPOSED FlRE HYDRANT GAS~JNE PUMPS DRIVE UNDER ND 16' D.I. 45' BEND SIZE. 14 1t1C1(, OVER FlL1ETt FAB~C. tl t6 D.I. 22 1/2' BEND VE „
I~ TANKS A9t RELEASE MANHOLE ~ r. RIP RAP APRON FROM TOE OF 5lOPE ~ D.I. 1t 1 4' BEND ~ ~
TO EDGE OF WA1ER 9 MEDIAN STONE ~ ~ .
PROPOSED FlRE HYDRANT S{ZED 20` TMt~(~ OVER FILTER FABRIC .t ~ .f,..
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SCALE: 1 " = 50' c ~ ~+.R}:
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992 - 992
990 9~
988 988
986 9~ STATION 44+t2 F6tE H T z~~
984 984.
982 982
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980 - 980 r 1
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978 978 ,
STA110N 72 / ~ i \
f„ 18" C.I.P. o0 976 ,
°0 976 N ..A a
N 974 974
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972 m 6 D.L 11 1 4 8E1~ 18" .l, t1.1 4
cv 970
97 4 Q t6" DJ. 221 2 BEND ~ ' ~
16" D.I. 1 2' BEI~ 968
968
D 966
~ 966 STA 35+71 &J Y VALVE
~ 964 0 .964 F""
0 16" D.I. 45' BEND
962 3 962
960 960 .
958 l I'
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PROFILE t~ fY. BYc PRELIMINARY,
HORIZONTAL SCALE: 1" = 50' PICpCf NUMBER NOT FOR LONSI'RUO11t
( VERTICAL SCALE: 1" = 5' A 42302.. G01063
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" C.i~.P. VERT EXISTING 48 aJl r~ ftr
EXISTING HIGHWAY
13'-4" f~IN.
PER#IANENT REP RAP L~IVG 1riEaAN
3'f ~ . 1-0 STONE SIZE 6 ,OVER F~,1FR FA~C - TEI~ORARY SAID BAG DN(E -
EX1EN0 2 VERTK~AII.Y UP S1REAll BANKS FlT BAGS IIGtIT AGA~tST BOTH PIPES
r 12 PVC SDR-26 TE1rIPORARI' DiVERS1ON PIPE
EXISTING " ~:f~`
(;ftOUl~ STREA~1 BANK BE1roN0 ~ .
I TEIiPORARY SAND BAG DIKE ..8'.
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TEMIPORARY APRON OF 2"-4" STONE
0 t FtKa MI~1H OF STREAMi BED
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EXISTING 6" PVC SANITARY N N ' r`
SEWER FORCE FAIN t0 ~ ,
PROPOSED 16' OR 12" ~4#'°.
PROPOSED 4' HDPE GAS LINE D.I.P. WATER Utz 1 ~-O' I~_p• STREAK BED + x
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3 -O 5 -O` , M
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s' PIPE TRENCH ~ h _ y
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NOT TO SCALE 3 Y 1t ~ 4
fir. ''n.? NOTE: RESTORE SIREAMI CHANNEL TO ORIGWI~ CONTOURS FOLLOM~NG CONSTRUCTION
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NOT TO SCALE
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EXISTING GUARatAll
1'-3" 4'-3"
EXISTING t.
HIGHWAY " i -1 1-3 1/2' 1-0 1/2 10
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EXIST. DIT(~II SURFACE 4" 1 STON I~ E
N O d - CLASS i RIP RAP " 'k
N e \ N \ ~ 2 2 `
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7+ - 12 DEEP KEY _
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° PROPOSED 6' O.I.P. SANITARY SEWER F~tCE f,IAIN hJ
~ PROPOSED 12' D.I.P. WATER f PROPOSED 4" HDPE GAS NOT TO SCA LE 4
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NOT TO SCALE X
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