20030272 Ver 1_MAPS_20030307

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I 30'-6" RADIUS ADIUg ~ ~ 30'-6" RADIUS ~ ~
I 4' DIA. x 3" DEEP ~ ~
/ DS I ~z~
„ 50" FIBERGLASS H N
ACCESS HATCH WITH 4 FLANGE OPENING I VENTILATOR Uzz
FIBERGLASS COVER „ 4 ELEVATION 890.00 / 8" MIN. I FlNISHED ELEVATION 890.00 ~ O ~ a
WITH LOCK FINISHED ELEVATION ALUMINUM DOME • - ,
8 MIN. HANDRAIL
EXTERIOR ALUMINUM f d ~ . ~ ~ • • . 6 4' •~A ~ 4 a t {
LADDER WITH I a, .4 ~ a ~i
TS SAFETY RAIL ~ ~ p . WATERSTO RING
916,08 n ~ " • Q" . EL. HIGH WATER LEVEL . ~ . WATERSTOP RING I ~ ~ z~
s n
d 2 -6 4 " a° 2~-su ~
I I i MIN.
LEVEL GAUGE ° . a.a - e ~ ~ ~ ~ W~i~
F-i (Nq
I ~ A d ~ ~ ~ ~ d • ~ ESTRAINED JO 11RAINED JOINT BEND ~ • ~
„ ~ rr 6" MIN. CONCRET 26 -1 INTERIOR FIBERGLASS I 36 -6 RADIUS T J. CONCRETE ENCASEMENT c 6" MIN. CONCRETE ENCASEMENT ~ I.36~-6" RADIUS TO ~ `0
END OF ENCASEMENT SIDE WATER LADDER WITH TS END OF ENCASEMENT ESTRAINED JOINT BEND Z ~
DEPTH SAFETY RAIL „
I 12" DIP DRAIN ~
NOT TO SCALE NOT TO SCALE ~ ,o~"" ~o,,, /
,
~
FINISHED GRADE VARIES
i~~~ N u~
p
10 WORK AREA
CL ALL AROUND TANK OVERFLOW 91 VERFLOW 916.08 ~ Q - - - EL. HIGH WATER LEVEL 916.08 i Z
NOT TO SCALE
915.50 LEAD SUBMERSIBLE (ALL OFF)
W
PRESTRESSED CONCRETE 913.50 LAG ~t SUBMERSIBLE OFF ~ W ~7
CORE WALL
PIPE BRACKET
(TYP,) 911.50 LAG ~2 SUBMERSIBLE OFF ~ ~ Q ~ U
I Z~~
r I ~ I~~ RACKET _ - J Z
NOTE: I i 1.1~
EXPOSED METAL SURFACES OF I PIPE INSIDE TANK TO BE COATED W
W O J
24„x24" WITH AN EPOXY COATING APPROVED , BY NSF FOR CONTACT WITH POTABLE J
MJ WYE , ~ WATER 2 BOSS (TYP.} ~ X675 ,RECAST 905.00 LEAD SUBMERSIBLE ON ~ 2" BOSS (TYP. / ~ Z W
CONCRETE OVERFLOWS ~ v r
3 REQ. 0 120' / ( }
- - 900.00 LAG #1 SUBMERSIBLE ON ~ a
E ~
n n ~ i~ ~ ~ 893.00 LAG /~2 SUBMERSIBLE ON I / ~ O ~
24 X 12 ~ MJ REDUCER ~ ~ ~
IP OVERFL ' ~ D 6 892.00 HSC PUMPS OFF -LAW WATER ALARM i / Q~~ ~ O
ff I ~ ~
12 MJ GATE ~ ~ / VALVE & BOX f. EL. FIN, FLOOI 1.1.
5 -0 ~ RE FlN. FLOOR 890.00 4„ ~ O
I P 1 . r ! R~ 0 ~ , ~ 0 8 MIN. /
~ 12 DIP DR IN WITH , , ~ pR f u ! / ~ ~ ~ d 4•A 4
~ 4 DIA, x 3 I DEE , ,
~ DISH SUMP i i a _ ~ j j •a N~ p WATERSTOP RING a
~ i •fa• a' ~ WATERSTO ~WATERSTOP RING
+ ~0., I i i ~ s c
~ 0 ! ~ a -----------1~ ~L--------- - - b O 0 J apn N
1 i' ~ 45-MIL POLYPROP~'LENE , ~ ~ a a
, I ~ I ~ / ` o~ / MEMBRANE BAFFLE »
, ~ + " 6 M , ~ ' CURTAIN i 1 TYPE K COPPER LINE 6° MIN. CONCRETE ENCASEMENT 6" MIN. CONCRETE ENCASEMENT v°~ g Z y v ~ w \ ~ U N m~ W W
I - I RESTF `RESTRAINED JOINT BEND RESTRAINED JOINT BEND o a W ~ ~
1 ' / „ I I
~ I ; ~ 50 FIBERGLASS , VENTILATOR ~ =LOW 30" DIP INLET ~ ° ~ " ~
„ % % \ f ~<~~~W~
FIBERGLASS LIQUID ? 30 DIP INLET , ~ E NOT TO SCAL ,E NOT TO SCALE o m o v o 0
LEVEL INDICATOR ti i i 1 ~ i i i 1 ` ~ vJ
~ % I J
'1 % % ~ ~ 1 ~ / ~
' 7'-6„ % THICK NED FLOOR ~ ~ NOTE: Q
UNDE BAFFLE ' ACCESS HATCH WITH ALL PIPE BRACKETS AND
! , , „ CURT N , 7 _6 ~ , FIBERGLASS COVER FASTENERS SHALL BE
~ / 6'-0"X6'-0" CLEAR OPENING 30' STAINLESS STEEL
/ ~ ~ ~ „ ~ 3o DIP ouTLET , TYP. Q
Q ;v;I 6" MIN. CONCRETE ENCASEMENT
~ ~ ALUMINUM DOME HANDRAIL ~ ~ i
~ WITH SELF-CLOSING GATE ~ " L 5'-0" Y
TYPICAL FLOOR
, / a I I Z ~ ~i ~ ~,~a ~ 30" DIP INLET & 24" DIP OVERFLOW
{ ~ EXTERIOR ALUMINUM LADDER " ~ x s i t
8 MI f WITH SAFETY CAGE ~ ~ i i. ~
~ ~ • ~'a • ' ~ ~ 6" MIN. a
~ 5'-0" RADIALLY h . ~ •Y ~ ' ' • 4 FLANGE OPE• ItJG FOR
o , ;a• TANK WAL (TYPICAL} ULTRASONIC LEVEL SENSOR " TANK WALL i , u • ~1 ~ W i r ip
{ • I~• 2 6 MIN.
1" TYPE "K" COPPER LINE ' ~ ; • ~ ~ / da d PIPE ~;i!P+; . d.. TO BUILDING NOTE: FIELD VERIFY ALL ~ e 4 M PIPE BRACKET ~ NOTE; FLARE ENCASEMENT
„ , 30 RJ BUTTERFLY VALVE & BOX I . AT TANK WALL TO NOT TO SCALE LIB
ACCESSORY & PIPE C PREVENT UNDERMINING
' 6" MIN. LOCATIONS WITH
ENGINEER PRIOR Vl
' ~ TO PLACEMENT.
PLAN
X30 RESTRAINED JOINI ILL
X PAN ELEVATION SHEET
x NOT TO SCALE x
x x
TYPICAL PIPE ENCASEMEN ?SEMENT AT WALL Dl
3 o NOT TO SCALE SCALE
N0. DATE BY REVISION DESCRIPTION

_ i _ _ _
~...~...r~.11 „ r .fir , 1 . rM .
, GENERAL NOTES: ~ V o
. I''' ' 1 • 1. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE W Z N
,.1''r ~ ORIGINAL SITE, OR AS NOTED. ~
/ 1' ~ 2. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO • E.y z N
' BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION r~ °r
1~ ' •
CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL BEFORE YOU DIG, NORTH CAROLINA ONE ~ k+
r1 ' CALL (1-800-632-4949)
~ . ~~OjO ~ ~ 3. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF NORTH CAROLINA DEPARTMENT N z
~ OF ENVIRONMENT AND NATURAL RESOURCES. ~
~ ~i 4. CONTRACTOR MUST PROVIDE EROSION CON1ROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION
SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION ~ U z z
PROPOSED i CREATED DURING CONSTRUC110N. 0 d
ACCESS ROAD
ao
RAW WATER
Q LINE PHASE 1 ~PHSEt ~ ~a~
W NIC
r' ~ ~z~Z
Q
W i' w
. Z
/ - J
/ 2 z~
' U
. i~
. . APPROXIMATE
SHORE LINE i~ zs w~
/ 0 000 GAL. / PROPOSED 75 , , ~a
SURGE TANK o,•,,,,.... p c~ N
p1 :v~'
' N T ~N o~_
~ ~V ~ J~
p cZ~oy
' W .
~ ' ro
' PROPOSED Q r•'
INTAKE TUBES W • N
PROPOSED 30 RAW Z
WATER LINE - J / Z
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i LOOKOUT ~ I-
' SHOALS LAKE ~ Q W ~ o

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PROPOSED . ~ ~ ~
PUMP STATION i - ~ - ~ o
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. . • r • ~ EXISTING ~ ~ Z
l WATER W O ~
F.I ;
~ 1,,~ TREATMENT
_ Rq~~R qo PLANT Q C!~ can
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. C..l.•''~ RAW WATER LINE ~ ~ , ~ 8 0
PHASE3-NIC
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.
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RAW WATER LINE ~ ~ s m
~ PH PHASE 2- NIC ~ ° ~W' = 0° w W
~ ti f6 wr..~l~-~r~Mr ~ ,,iv o c 8 } ~ ~
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' ~ t ~ 1 ' . ~ ~ ~ and
RAW WATER LINE ~ 4~°
. ~ A i d ~ ~ T E -
PHASE 1- 1C ~ ~ >
, ~ G~, r d 1 • ~ ~ ~ ~ , ~p ~ ? ,r ` Ap r ~ 1 ~ ~ 5
d9 ~ ? ~ , ~ .
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4 YNITE ROCK FARM LN ~ ~ ~
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PUMP STATION
SHEET
X ~ J
X /
X ~ Wd~ `l
N ~
G2
o NO. DATE BY REVISION DESCRIPTION

U~ W ~
~N i
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• N
z
w~
~ ~ z
H N
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z z~
N ~
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I~
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W
r W PROPOSED 16 WIDE X
///j/////~ \ 1 1~, PROPOSED 24° DIP W. 8 W{GH DOUBLE SWING H
j/ \ ~ i SEE SHEET C4 z~ GATE
~
j///// ~`I i~ i~ ~ ~I m
~ ~ ~ W~ .r"
/
~ `~lIH11111U f
~ ~ 0
r \ +~i N: 740 N, 740 347.31 ~ i~,
E: 1,38 ~ 1`~ I`1 H GH 6~D 4' WIDE X 8' E. 1,381,275.28 ~ : ono o ~ ~ : ~ ~ ~ W EN
~ / / 0 :V"~ ~M •
4/ ~ " N / ~ ` u- :tip"~o '~~'N
~ PROPO D 1" SDR 13.5 ~ ~ + pR PROPOSED 30 RESTRAINED \ pyC PO ABLE WAlE(i ~ GA JOINT DIP RAW WATER LINE ~ ~ UNE WI MIN. ~ ~ G S~ ~ ~ r ~ ~A /hlln PROPOSED 75a,aoo _ - - ~N
+ i i / GE K oo ~ * Q F'- GALLON SUR TAN Q 6k
j// p SEE ~ , - , ~ W W ~ SEE SHEET D1 / / ~
WITH MIN. 5'-0" COVER ~ ~ 24" CO PROPOSED 1 F / 1Q' FROM ROAD
+ ~ ~ / CENTERLINE PROPOSED 12 WIDE Q ~ ~ Q ~ Q
\\COPPER TUBING ~ PAVED ROADWAY Z f ~ / W W -
APPROXIMATE ~ ~ PROPOSED ' ~ J ~ Z Z
PROPOSED SEP71C ~ pppROX~A ATE / _
+ ~ , ~ . ~ J J Y; / ~ x ~
j//// FlF1D LOCATIONN ~ ~\WELL L0CAl10N o ~ ~ = I o /i. x x Q
U U U
t ~ H I- ~ ~ ~ 9 PROPOSED 30 RESTRAINED
~ ~ ~ ~ Q Q = ~ i~ JOINT DiP RAW WATER LINE
~ ! M I~ ~ ~ ` WITH MIN. 5 -0 COVER ~ ~
' o~ i +
/ / ~x--x z \ \ x~ 6 ~ , G Ski / Z t
` ..X18° CMP ' t W
r /,~Q+~y J
+ J i FITTINGS LAYOUT -
~
, COORDINATES (f,~
PROPOSED 8 HIGH GALVANIZED MARKER DESaiIPnON NORTHING FASTING W
CHAIN LINK FENCE WITH 3 " , 7 30 45 BEND 740144.94 1381049.70 I'""
STRANDS BARBED WIRE Q
\ ~ ~ _ e~crnic PROPOSED 8' WIDE X 8' HIGH ~2 30" 45' BEND 740156.93 1381057.05
/ 9 pVCE RAIN SCHEDULE 3 3 ~ : s ~ ~ O~RMIS oN GATE AT TRANSMISSION 30" 45' RENO 740216.52 1381036.34
S ~ t`:;,t. \ RIGHT-OF-WAY (TYP OF 2) n " 4 O
i V 30 45' BEND 74025 .95 1381054.95
PROPOSE FLOW t Q5 30" 22 1 /2' RENO 740267.78 1381091.79
METER VA LT PER s
~ \ DETAIL SH T D3 ~6 30" 45' RENO 740266.71 1381202.84 U
~7 30" TEE 740292.43 1381229.04
~8 30" TEE 740281.92 1381239.75 O U
' / /PR PO SURGE PROPO D GENERA R / F~ ~~~M1 \ OO ~ , \ SEE EL TRICAL 1
n " N p ' V 30 45' BEND 740259.58 1381239.75 O J I
/fFE~D~,~'A T/{'EC / ~ DRAWING ; ~ O ~ ~ UQ
DEyai~ EEy~ \ ~ ~ 1`1 PROPOSED 4" SCHEDULE 30" 22 i/2' BEND 740280.72 1381095.91 o m M 3 3
II }:~WW p W m S S 1 30' 45' KENO 740248.48 1381080.70 U x W W
~;0~'10}0'D-'
i/////// //P OROSE "HOPE \ ~ \ ~ PVC BUILDING SEY~R ~ ~ NAlH MIN. 36° COVER. 1.25% " 4 ' 74022175 1381047.76 O " Z ~ Z ~ U 30 5 BEND Z W U U ~
j//~E~IG~~L F D GRADE,, AND CLEANOUTS PER 4 - O - Z O
CODE " ~QUWQWO 30 45 RENO 740158.70 1381091.07 ~ p (A O U O U U
j ~ Ig PROPOSED PUMP o
/ 114.3 STAl10N ~4 30" 45' BEND 740163.97 1381081.07
~5 30" 45' BEND 740224.54 1381060.02 ~
~ C~~~ ~~j / Y s RE~AIN NG WALL
/ * v o tU6 30" 45' BEND 740241.99 1381066.39
30" 22 1/2' BEND 740253.68 1381100.03
~ N: 740 096.44
~ ~ E: 1.381.139.96 ~ \ 30" 45' BEND 740251.55 1381326.88
09 30" 22 1/2' BEND 740306.12 1381382.49
/ P OSE 4' WID~ N: 740 066.45 / mac' 24"7(12" WYE 740363.88 1381239.38 ~
///7~ j~H GATE E: 1.381.053.69
`E:/ 12" 45' BEND 740356.81 13$1239.31
/ a PROPOSED 18" DIP f 30" BUTTERFLY VALVE 740215.88 1381063.03
/ / to
/ j r ~M83 OOF ~5 REBAR FL~i4PA ALVE ND / O// 30"X30"X6" TEE 740219.90 1381061.64
RIP-RAP DISSIPATO / Z
~7' 6" GATE VALVE 740220.91 1381064.54
~%s~~,~ Tom" / ~ ~j ~
6" 45' BEND 740222.11 1381068.00
NON-POTABLE FlRE HYDRANT 740213.29 1381086,37
NOTES:
1. ALL BURIED DIP SMALL BE CLASS 250, RESTRAINED JOINT
WITH RESTRAINED JOINT FITTINGS.
2. ALL BURIED PVC 4" AND SMALLER SHALL HAVE
SOLVENT WELD JOINTS.
X SHEET
X SITE PLAN -AREA 1 X SCALE: 1"= 30'
.1000 0
HNO DATE 8Y REVISION DESCRIPTION

w~ V~ N
V N i
z~
10' CONSTRUCTION P~ M R~ ~ r. EASEMENT ~
0~ ~ ~ zN
~ PROPOSED 30 BUTTERFLY L , 00 ~ ~,0 . ry
VALVE BY OTHERS 4 wx
.a • TBM:TOP OF ALUMINUM R/W . ~
~ ~ ~ MONUMENT EL=956.17 B / o
N: 740781.37 / / H ~ / Z
E; 1382474.86 ' ~ ~ 00 , N
z~
z ~ ~ z
N ~ ~ ~ ~ 20 PERMANENT ' ~ EASEMENT ~ ~
~ ~ 0
~ - a
..r.. - ~
~
o0 k, z
ti~ 40 PERM Nl;NT ~ b _
EASEMENT ~ , , 30 RAW WATER LINE ~
• PHASE 1 BY OTHERS W
SIGN , . , ~ ~ i w .
\ f, . ' , pl° 11
.a~ REMOVE 30 CAP BY OTHERS
70 L, 70 L,F. OF 46 STEEL CASING ~ - ~ ~ u AND CONNECT TO 30 DIP ~
0.50" 0.50 WALL THICKNESS o WITH RESTRAINED JOINT ~o
INSTA & , k0, Z M INSTALLED BY BORING , 6, ~ 2 CONNECTION ® N
JACKI JACKING ' ~ W ~ ~
. L~ ~ , U
24a-ao
i.r:. , ~
PROPOSED 12'
PAVED ROADWAY ~.oo ,:r' I ~Q~UI ~ J
~ AP 0 A E 80RE ~ ~ ~ 10 CONSTRUC110N p ~ aw ~ N
A: iY ' PIT LOCATION I~. ;yz~o ; EASEMENT •y~, ~
r Cy 0 ''d
` . PROP05ED ~ N ~OP05ED ~
GTE ~ PIPE A . r ~ ~ ~ PE GATE PROPOSED 30 ~
W 4 W k 22 1 2' BEND ~ ~
~ ~ . ~ i o p
r
~ ~
~ EXI5TING SOIL ~ Z i C9
W . W ROAD --I
\ 0 W
J a°' J > ,Q
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k ~ 20 ROAD CENTERLINE J
o
a
w ~ Y
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/ ° I-
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~gx PROPOSED 30" RESTRAINED
/ ~w° ` JOINT DIP RAW WATER LINE
>r i " ~ WITH MIN, 5 -0 COVER
/ / ,
.,n.
j.. . •1'4
i I
U ..J
4" CORNER POSTS
" N 2 1/2 LINE POSTS o U
~ BARBED WIRE (3 STRANbS) o U
10'-0" MAX. (TYP.) o N J O WELD AtL JOINTS ~ ~ O U
SCALE: 1 30' FABRIC TO MATCH W ~ d
THAT USED IN UNE OF FENCE PADLOCK HOLE o m O 3 3 2"TOPRAII ~~Z~U~ww
ow~m 55
..wa ••owc~ • O W }
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2"
No.9 GAUGE W No.9 GAUGE WIRE
2` MESH TYP. ( 2" MESH (TYP.)
/S'-0"
STAINLESS STEEL BOLT STEEL ENCASEMENT 1~')
STEEL ENGASEMENT MASONRY SEAL
AT END OF PIPE
6" O.D. GATE POST
2 3/8" UNE POST
BOLT-ON TYPE SKID
W/ BI'NMASTIC PAINT 11=_ .il -111- -~.1 ' _ 1>~1..~ _n ~ -11 ._I ~ X111- ~ - ~ .11 ~ .ul-~~i ~ ~ .~1 _ 1~ ~ - I ~ _ 11 -III--1 I ~ _ !1 r~ c~?r, il_ , . ~ _ l
-1 ~r~..-~~f~j~,,.;~fjr~r--rrr .11 ..-11 r 111- 1-6 -1 . 2 O.D. GAtV. I - . 11. ~'1~ til t1 5 8 0.0. GALV. M N. STD. PIPE ~ ';4 ~ 4 ill r /
1- - Tb. PIPE L i ~ r 11~ L..
r3 -0 ~ 1• SEMI-SELF DRAINING
:11• l ~ (TYP;)- II- ~g CE TER S O 1„ a II; MEN.
2 BOTTOM RAIL ~ " ~ '
WEEP HOLES AT BOTTOM I Z ~ 1-
"I~1 • . ~ 2500 PSI •1 ,U_ ' 1.111= - ,TI CONCRETE r .I - ~ ~.1
CARRIER PIP Ti --II « -III,.. : 1.ill_= -1 «ar « 3 MIN. I-,~11-,~-u+~11 • NOTE. (TYP.) -9 3 MIN. ~ 9 11<~~-~ ~ TYP.
BOLT-ON TYPE SKID GARRIER PIPE I (TYP.) END, CORNER AND PULL POSTS MIN. ( ) M N. SHALL BE 2 7 8" DIAMETER (T~•)
(MIN, 2 PER JOINT, SPACED EVENLY) (TYP.) /
/111A1?1 1 IAIV f-1"AIr11" AA111 r1AT1" 11r"TA11
V "IHIIV LIIVIti I"mmam HIVU VH 1 C VG I HIL
x
SHEET
X ENCASEMENT DETAIL x
x x
N
J
NO. DATE BY REVISION DESCRIP11ON

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0 C6
N0. DATE BY REVISION DESCRIPTION
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SLOPE FLOOR TO ~W~
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1 • ALL ABOVE GROUND OR EXPOSED PIPING 4"~ AND LARGER SHALL ~ ~ , _ ~ ~ ~ ~ . ~ " ~ . ; ~ ~ . 02 t6" SPOOL PIECE (FLG X PLAIN) BE CLASS 53 CEMENT LINED FLANGED JOINT DIP. PAINT WITH TWO A ~ ' ~ . ~ ° ~ ~ : ' a ~ ~
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ASME RECEIVER TANK W a 1.~ ~ ti tiro c~:
6 H H 6 i 6 D D 6 i 6 H YO v4vn
D i 6 ~r /I/ 1 I I W ~~A II ~
• ~ i i N
. . 9 t0 ~ 1 I I 1
. i ~ ~ ~ ~ Q 11 r R
30" DIP TO I I : Z wvvw . ~ r..
SURGE TANK .:i V~
0 I I 1 a:.' ,
.,.o~. ~ PROPOSED 4" DIP AIR 4` A I I . I . :I
~ • ~ i I TAK S REEK ~ , ~ ? LINE TON E C
TYP. OF 6 ( ) U
PROPOSED 36" STEEL ROPOSED CONCRETE
CASING PIPES (TYP. OF 3) EQUIPMENT PAD
0 J
N t M scALF; ~ 4 = ~ -a
' 1 F RI ATED TRANSITION FlTTING SEE DETAIL SHEET C7 Q ABC ( ) w
2 I FLG X PLAIN ~ 1- " Q i 6 SPOOL P ECE ( ) SCALE. 1 4 1 0 J
Q 16" RESTRAINED JOINT COUPLING
4 NOTE: Q 2 AIR RELEASE VALVE NOTE: W '
REFER REFER TO ARCHITECTURAL &
5 16" AIR CUSHIONED 5WING CHECK VALVE GA STRUCI STRUCTURAL DRAWINGS FOR Q
INDUSTRIE5 MODEL 25OD OR EQUAL FLG X FLG BUILDIN { } PROPOSED BRIDGE CRANE AND DII BUILDING CONSTRUCTION DETAILS AND DIMENSIONS
6 16" OS&Y RESIDENT SEAT GATE VALVE {FLG X FLG) AND SUPPORT 0
LL
7 18" SPOOL PIECE (F1G X FLG} 0 0
© 16" LONG RADIUS 90' BEND (FLG X FLG)
9 30" SPOOL PIECE (FLG X RJ)
U ..._..J
0 30"X16" REDUCER (FLG X FLG)
11 30"X30"X18" TEE (ALL FLG)
O U O C7
© 30" SPOOL PIECE (FLG X FLG) O N J ~
O ~ O U . ,,..w~Q
30" SPOOL PIECE RJ X RJ} PROPOSED 3 TON { ELECTRIC HOIST omo 33 „ Ian g z ~ U~ w w
" " " AND TROLLEY 4 30 X30 X16 TEE (ALL RJ) PROPOSED LAY 12 MASONRY p w m 5 5
SYSTEM IN CEILING BLOCK WALL 22'_g" w „ w w 8" MASONRY ? w m
5 30"X20" REDUCER RJ X RJ { ) OCK WALL o „ w z z ~ ~ BL z ~o~N 3
MASONRY
© 20" SPOOL PIECE {RJ X RJ) R VENEE 0 4 U W Q W 0 N ~?fA?UOU ~
20" LONG RADIUS 90' BEND (RJ X RJ) PUMP
®12" SPOOL PIECE {FLG X PLAIN) " P POSED
12 CONCRETE RO MASONRY UNITS BOLLARD
9 " r P NG PROPOSED VERTICAL BLOCK 1O 12 RESTRAINED JOIN COU U ( A SHEAVE TO MATCH HOIST TYP C L 18 ~ " ~ 10 -0 „ o
„ " CABLE SIZE SEE DETAIL 5 9 0
16 X12 REDUCER (FI.G X FLG) SHEET D7
1 6" 90' BEND (FLG X FLG) _ - ~ ~ I ~ I ~ „
PROPOSED _ _ - -r'" i i i L__~ 19
6" SPOOL PIECE {FLG X FLG} HANDRAIL I ~ ` • ~ I I ~ I
' PROPOSED 6" DIP FFE 864,00 34 3 I I
30"X30"X20" TEE ALL RJ 1--4 ( ) AIR BURST LINE / • 4., ~ , ,y •4.
~ , , . . METAL GRATI CONCRETE PAD ~
® 6"X6"X4" TEE (ALL FLG) ' ~~i... . ~ . , , .
© , " e:. , e M " 2~D ® 6X4 REDUCER (FLG X FLG) ' ~
/ ' . ® - ' ` ~ ~ PROPOSED STEEL PIPE
" ® / .a ® 4 90 BEND (FLG X FLG) - '~a ~ r ~ SUPPORT TYP OF 2 PER RUN ' { ) ,
4 FABRICATED STEEL FLANGED 4 O WA A ° • ~0" D.LP. • ~ • i
" 20 1 2 RENO TYPICAL / LKW Y , . 4 SPOOL PIECE FLG X FLG ~ ( ) / ' { ) ELEV, 858.50 " 30 D.LP. •
Y 4 STEEL AIR LINE (TYPICAL ~ 4: a' • °
4 PNEUMATIC ACTUATED VALVE B 1 . ~ ,,d . INTAKE SCREEN MANUFACTURER ONE PER SCREEN) - - - - - - - - - - - , ~ ' ; . ~ ` ~ • ~ ENCASE RAW WATER
/ 2 20" LONG RADIUS 90' BEND FLG X FLG " 6 LINE IN CONCRETE, ENCASE RAW WATER „
( } PROPOSED 16 0 DIP - CONCRETE WALL ~ Q3 0 NE IN CONCRETE MIN, 18 ON ALL SIDES U ,
" PUMP DISCHARGE (TYP.) ~ ® 20 X16 ECCENTRIC REDUCER (FLG X FLG) MIN. 18" ON ALL SIDES
~ ~ ELEV. 853. . , , ELEV. 853.50 y: .
® 1 1B" LONG RADIUS 90' BEND (RJ X RJ) i~ ' ~ ' ~

ifi" SPOOL PIECE (RJ X RJ) '
PROPOSED 3/4 a.:.•,•,::
x 30"X16" REDUCER (RJ X RJ PROPOSED STEEL PIPE ) AIR LINE ® SHEET SECTION A-A
x SECTR 4 PVC DRAIN SUPPORT (TYP OF 2 PER RUN)
(TYPICAL OF 3) x ® 20" SPOOL PIECE WITH WATERSTOP RING PROPOSED 36"0 x SCALE: 1 SCALE: 1/4" = 1-0
x (RJ X FLG) STEEL CASING PIPE FLOOR DRAIN
(TYP.) (TYPICAL OF 1 ~ 76 SPOOL PIECE WITH WATERSTOP RING PER AIR RELEASE
3 (RJ X FLG) VALVE) M2
REVISION DESCRIPTION NO. DATE BY
J

~U~
WzN
~ HzN
EDGE OF DOME BAND ~N .A W
~L ~
N SELF CLOSING GATE M ~ `~i ~ ro ~
o Uzz
f ~ ~ z
~/a^ X a• ~ Q Q a
ALUM. TOE-BOARDS ~ ~ a
~ ~ PACK "THORITE" BETWEEN
~ ~ ~ ~
PERMATEX AND GASKET . , RE-ENTRANT ANGLES IN ' • DIAPHRAGM TO GNE SMOOTH • • • , i ~
SURFACE FOR TAPING. PLACE , ~
• • SPRING BETWEEN DIAPHRAGM
AND WATERSTOP RING TAPE ~ ~W~
N OVER THE 1/2° SPACE AND
~o scam~o o~airx~s rY wa+ x ri ~/z• x~ce~ ~ COVER TAPE WITH "THORITE" ~ ~ ~ ~`Y NOTE: AS SHOWN. SEAL MANHOLE
MANHOLE PROVIDES TO STEEL SHELL WITH EPOXY. 0 o zti
A RECTANGULAR 7" AT END 12"
e'-s• oewEme OPENING 7 7/8" AT CENTER _12» d, FlBERGLASS ACCESS d. HATCH COVER ~ z
1'5" x 4'4" 12«
F :
m ~ PLAN o W
2' ~~4~ " Z ~ 316 STAINLESS STEEL EXPANSION BOLT W/ 'x~s~r+ (s rs~uJ 316 SS BOLTS - - FRAME & COVER 7 7/8" 3/8" x 10° SS ALL-THREAD ~ ,.~~~f.~....... ,-0
~~resx q (2 REQ.) WITH 4 SS HEX 4' v
F/57FN W/IXAI ~°j HEAD NUTS AND 4 SS FLAT _ p~ ~j~
1/2"t CHAMFER WASHERS EACH. GRIND U ~
ALL-THREAD FLUSH W NUTS. ER INSTALLATION ~ ~ ~o FlELD DRILL p =Silo ~ o`` v
BUILD UP SHOTCRETE ALL M ADJ. FLANGES ~ ''~YCb'•+.:' 1,~•
__:J • AROUND MANHOLE ON NOTES: • AND INSERT ~ ''n,,
OUTSIDE INSIDE FACE 1. HIGH N"r ~ 5/16" x 2"-LONG ~
p~ ~ VERTICAL RESTEEL • TENSILE ALUMINUM 1 ~ 304 SS DOWEL PIN,
crux ~u ,wourn ALLOY FITTINGS ; TMP~ F-
PRESTRESSING WIRES • STEEL SHELL DIAPHRAGM 2. USE 1 1/2" SCHEDULE ~
ca+c~ tune 40/6061-T6 NEOPRENE PADS ~ Q
COVER COAT OVER WASH MANHOLE AND DIAPHRAGM ALUMINUM PIPE EXTERIOR AT ALL BR4CKEfS, ~ Z • • 3. TOE-BOARDS TO BE LADDER TMP• ~~2 REQ.)
PRESTRESSING WIRES • ~ . 6061-T6 ALUMINUM W
eo~w ~v~v wpm 24/u WELL TO INSURE GOOD BOND ~ ~ 4. USE SS EXPANSION ELEVATION W
MESH (tEUOYABIE SCREQI • • ANCHORS ~
50" FIBERGLASS VENTILATOR ~/2" CLEAR FOR SPRING • ELEVATION PLP?N
ALUMINUM DOME HANDRAIL Q ~
zoo
STAINLESS STEEL WALL MANHOLE
~~Z
9 STROPS - 1/4 x
LADDER: 1 1/2" EQU.4lLY SPACED.
w/t DIA. RUNGS AFTER INSTALLATION
1'2" FlELD DRILI. ADJ. ~ `r~ W
~ 4, X 4„ ~p FLANGES AND INSERT
Q
TOP MIDDLE i ,5/16" x 2"-LONG
AND BOTTOM 304 SS DOWEL PIN, NP ,~'L
~ :r ~O~
~j N0. 46 N
O °
Fo i~ FLANGEA(2 REQ.)
~ 1/2° x 2 3/4" SS
~ , EXPANSION ANCHOR U
(4 REQ.) ~~6~
' NEOPRENE PAD
~ 3/a• X 4° ewacE CAGE SECTION AT TOP
v TOOLED JOINT °~~a °i i
1 1~2" THICK BOSS 9 STRAPS - 1/4 x ~ m O U W W
~ V~2'6 WIDE-FULL ~ ~~2" EQUALLY SPACED. AREA OF OPENING ~ U N m~ W W
~ HEICaHT OF WALL (9 1/2" C/C MAX.) 675 SQ. IN. ~~-9N
REF. ONLY Z ~ D U_' N
p O
~ 24/24 MESH D f%1 o U O U D
1/4" x 2" INTERMEDIATE , SCREEN ~
~ BANDS USE TOTAL ,~6 ~ r~„r.-'' OF s BANDS ~ 2'-4~ ~4 DOWEL ( v/
EQUALLY SPACED N I
I NEOPRENE PADS TANK DOME I - ~~'-6° w~o~us n J
- I ?YPICAL AT ALL T~ PRECAST I BRACKETS } 3'-0
-PRECAST OVERFLOW fi~ , F"'
8" ~ ~ LADDER AND WALL ~ 2 1/2" I Q
GATE MIN. BRACKETS (4 PAIR ~'6• I REQ. AT 6'0°) 6-#3 DOWELS
PRECAST CURB
W --1 - 1/2" x 2 3/4" SS 3~p~ CAULK ALL 70' 1
~ ~ EXPANSION ANCHOR
~ (16 REQ.) AROUND 1 t/4" ~ 4" PVC PIPE x 2'6" LONG, Z
~ 3"~ I EL. FIN. GR. 890.00 (NP.) FL-PE, WRH BLIND FLANGE
AT EXTERIOR LADDER ~ ,1Q~
NOTE: PLACE PIPE PLUMB
SIDE VIEW CAGE AT FLARED SECTION za/24 MESH
REMOVABLE SCREEN ~S?S7~'
FLANGE OPENING W
DIMENSION SCHEDULE 6 1I2tl NTS
NOTES: 1. ALL TUBULAR MATERIAL TO BE NOMINAL
A 25~O~~ D Z~ ~H~~ DIAMETER SCHEDULE 40 ALUMINUM
PIPE 6061-T6 OR 6063-T6 4~ B 1'0" E 7'10~~ 2. PLATES AND GUSSETS TO BE STRUCTURAL 4•_s•
VJ
~ GRADE ALUMINUM 6061-T6.
SHEET
EXTERIOR ALUMINUM LADDER
PRECAST ~CRETE OVERFLOW D2
WITH SAFETY CAGE AND GATE CONCRE ~
NO. DATE BY REVISION DESCRIPTION

W
~ ~
V N i
• z ~I M
3/8" REDHEAD WEDGE ~4 0~0
PER PIPE FINISHED GRADE ANCHORS, 2 N z
SUPPORT
w' x
2 X2 STAINLESS STEEL d ~ • ~ .r E PIPE SUPPORT " ANGL 2 SCHEDULE 80
N " U WITH 6X6 X1 /2 PLATE PVC WITH SOLVENT ' H $ z
F R MOUNTING 0 WELD JOINTS (TYPICAL) H N
(TYPICAL OF 2) z~ x
. z~
ti.. ~a
5 o
1 I 2 SCHEDULE 80 1 t,, r~
PVC TO CARBON '
ROOM < C~
V1 z
3 8" STAINLESS 2" DIRECT TAP < /
STEEL U-BOLT CORPORATION ~•r STOP TYPICAL a
TYPICAL ( ) OF 3) w
< w,
H z~
' . 30" D1P FROM
r ~ ~ ~d, SURGE TANK
ALUMINUM LADDER PER z~
OSHA STANDARDS n n ~ N 48 X48 ALUMINUM ACCESS W ~
HAT H ESIGNED FOR H-20 O C D
LOADING WITH SPRING LIFT
30"X30"X12" NO SCALE FLANGED TEE ASSIST, STAINLESS STEEL ~ ~ ,
HARDWARE AND ORAiNABLE CAP;....... FRAME ~ ~P~ y'% Q
48"X48" ALUMINUM ACCESS FINISHED GRADE ~ ; o ' ; .
HATCH DESIGNED FOR H-20 ~ s • N ~ . a ~ ~ ~N •J
LOADING WITH SPRING LIFT FINISHED GRADE ASSIST, STAINLESS STEEL \ / PVC DRAIN TO p~ ^ozW
HARDWARE AND DRAINABLE ~ ~ U FLOOR DRAIN ~ ==;tis~o U;
FRAME U /~~Q k•
•Y Y
e t<' .Y. k 1!~
' PVC DRAIN TO K.
FLOOR DRAIN ~ 30 RESTRAINED Q
Y JOINT COUPLING , Z
12" SURGE n ~ 30 VENTURI TUBE J
RELIEF VALVE FLOW METER 30 DIP TO
L, 12" ` 8'-0" WATER PLANT Q u ~
- I coUPUNG I _
. " d
s -o 4 ti U
- - - Flow
~ ~ PRECasr CONCRETE I-
VAULT DESIGNED FOR f N f T ~ ~ fffiii
I 1 ' r~ ` ' H-20 LOADING 0
It ,1 ~ , r SLOPE TO DRAIN by ~J Z
, - 11 . Y • ' STEEL PIPE • t , .,Y t ~
• • ` ~ ~ ~ SLOPE TO DRAIN ~ • ' ~r
J
J STEEL PIPE -
SUPPOR ~
12" OSdcY GATE VALVE CONCRETE PIPE MIN. 6" WASHED PRECAST CONCRETE MIN. 6" WASHED GOUT AS NECESSARY ~ W
/WITH NANO WHEEL GROUT AS NECESSARY SUPPORT (TYPICAL) STONE OPERATOR (TYPICAL) VAULT DESIGNED FOR STONE H-20 LOADING
Q
NO SCALE
30" DIP FROM 30" DIP TO NO SCALE 0
SURGE TANK WATER PLANT P~
/ ~ 6" PVC DRAIN U ..~._I p / ~ TO CATCH BASIN 1
I I 14 0
'-o"
" I I 6 PVC DRAIN I
I I I TO CATCH 30" DIP TO o ~ ~ o 0 WATER PLANT cv o .v p .o~ I
I I I I BASIN #1 2'_S" ~ ~
I I a ° .-w~ omo 33
\ \ ,e ° ~~z}~ww
\ \ " " \ \ 12 SPOOL PIECE 12 OS&Y u _ pwNpp 55 - - „wa .w~
\ I (FLG X PLAIN) GATE VALVE ( • FLOW ~ o w } fY
\ ` p.. \ 2'-8" ° . •Y O ..ZmZ~ C7 Z "wjC9pC9fn ~
~ e - - - - a D (q Z O o a U w a w o ~i
" M N d ~~V?DUDU O
30 X30 X12 10'-0" 30 VENTURI TUBE 30 RESTRAINED kY
FLANGED TEE FLOW METER JOINT COUPLNG
" ~d ? 1 os&Y " " " ti ti
30 X30 X12 GATE VALVE " JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJIJJJJJJJJJJ
" 12 SURGE FLANGED TEE 10 _0 2 DIRECT TAP 12" RELIEF VALVE a, JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ
CORPORATON STOP COUPLING JJJJJJJJJJIJJJJJJJJJJ y
` TYPICAL OF 3 ~ 4'~ d ( ) JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ
J7.7J' _ qd JJJJJJJJJJIJJJJJJJJJJ JJJJJJJJJJIJJJJJJJJJJ r~ • ~ JJJJJJJJJJ JJJJJJJJJJ
JJJJJJJJJJ J JJJJJJJJ 1 ° JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJ JJ
JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ d " JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ
18 JJJJJJJJJJ JJJJJJJJJJ JJJJJ JJJJ JJJJ J JJJ JJJJJJ
d JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ JJJJJJJJJJ PRECAST CONCRETE
6, JJJJJJJJJJ JJJJJJJJJJ eq JJJJJJJJJJ JJJJJJ) JJJJJJJJJJ JJJJJJJJJJ VAULT DESIGNED FOR ~ ~ , ~ . ~ ~ wY; w " ti .k . . ~ , , y Y H-20 LOADING
JJJJJJJJJJ JJJJJJJJJJ PRECAST CONCRETE ' JJJJJJJJJJ JJJJJJJJJJ (
I ))JJJJJJ JJJJJJJJJJ VAULT DESIGNED FOR ° JJJJJJ JJJJJJ ° FLOW METER
JJJJJJ JJJ JJJJJJ H-2O LOADING TRANSMITTER ALUMINUM LADDER PER
° ° q d,. OSHA STANDARDS
48"X48" ALUMINUM ACCESS
f 111 I I I ~ - " HATCH DESIGNED FOR H-20
I I LOADING WITH SPRING UFT
I I I I I I ASSIST, STAINLESS STEEL
( I I I HARDWARE AND DRAINABLE
I I I ( FRAME
I I I I
NO SCALE
e.~"Xe~" ei i iuiNi i~ arr.FSS ALUMINUM LADDER PER
HATCH DESIGNED FORvH-20 OSHA STANDARDS x LOADING WITH SPRING LIFT
x ASSIST, STAINLESS STEEL SHEET
x HARDWARE AND DRAINABLE x
x FRAME x
x
SURGE RELIEF & CHEMICAL FEED VAULT DETAIL
3 o NO SCALE D3
NO. DATE BY REVISION DESCRIPTION
J

w ~ ~
STAINLESS STEEL BARS U ~
3/4" THICK X 4" WIDE STAINLESS WITH 0,125" SLOT OPENINGS ~ z N
STEEL PLATE FABRICATED TO HOLD SUBMERSIBLE PUMP ~m
SAFETY CABLE ELECTRICAL LEAD • o0 Z N
CONICAL DEBRIS 00
1 2" THICK X 3" WIDE X 4" LONG / DEFLECTOR w
STAINLESS STEEL PLATE
" 11 'rte H $ z
1 /2 THICK X 4 WIDE STAINLESS , H N STREAM
STEEL PLATE FOR WHEEL MOUNTING ~ ~ FLOW z ~ x
TYPICAL OF 3 i ~ ~ ~ "WIDE STAIN 5 STEEL 6X3 LES z~
~ " WHEEL WITH OUTSIDE MACHINED ~ 2 ~ ~ TO MATCH 1D OF 1NTAKE TUBE " ~ ~a
~ TYPICAL OF 2 4 FLANGED CONNECTION X10
2" FOR AIR LINE a U
~ 4" ~
STAINLESS STEEL AXLE BOLT U
DIAMETER TO MATCH WHEEL f. ~ PROPOSED 33 ~ X Z
W/ LACK NUT (TYPICAL OF 3) 8'-2" LONG STAINLESS ~
STEEL INTAKE SCREEN rx
" / " 1 1 /2 STAINLESS STEEL BOLT - TIN STEEL . 24 FLANGED WITH 0.125 SLOT W
~ 1 1/8 S LESS ~ TYPICAL OF 2 EACH SIDE OF SAFETY CA LE OUTLET ( } OPENING TYP, OF 6 ~1
ASSEMBLY 1 H
I 1 2" THICK X 6" WIDE / z~
~ I STAINLESS STEEL PLATE ~ 30 EL. 613.00 TOP OF UPPER SCREEN "DIP AIR BURST LINE
(TYPICAL) EL, 798.00 TOP OF LOWER SCREEN V
zm W N
I " 120' 1 ~ 3 Q ~
90 1 " 36 ~ STEEL INTAKE TUBE
1
ASSEMBLY ~ f EACH CASTER ~ a PROPOSED 24" BUTTERFLY b~ t~'.•~••••~. 4 90 BENDS ~a•.•~ 0
SHALL HAVE SHIMS ON ~ 1 EACH SIDE TO ALLOW ~ " VALVE WITH FDA APPROVED ; v.~P 2 ~ ~ , oho
TIGHTENING ON PIPE ~ OIL HYDRAULIC ACTUATOR ~ ~ N -111
~ 16" DUCTILE ~ PROVIDE 1 8" THICK / ATTACH 1 4 STAINLESS :o ~
~ IRON PIPE ~ NEOPREME GASKET ~ iW STEEL HOSE TO INTAKE ~ ti so J. a
\ / BETWEEN PIPE AND TUBE (TYPICAL OF 6} p N
~ ASSEMBLY ~ ~
N
O.D. OF CASTER ASSEMBLY 1/4" STAINLESS STEEL BRAIDED HOSE F" O~1
SHALL BE 1 LESS THAN FOR HYDRAULIC VALVE ACTUATOR n aL7 2 STEEL PIPE WELDED TO Q
WHEEL SHALL HAVE BRASS BUSHING 1,D. OF TUBE " 2 ON THE AXLE AND STAINLESS STEEL INSIDE 2 STEEL PIPE Ir INTAKE TUBE TYPICAL OF 1 36" DIA. x 0.50"
SPACER TO PREVENT OVER 1TGHTENING 4"~ STEEL PIPE AIR LINE (TYPICAL OF 2 PER SCREEN/ VALVE) p ( Z PER SCREEN) STEEL CASING PIPE
OF AXLE BOLT TYPICAL OF 1 PER SCREEN J ,
20 1 2' PROPOSED 36" X 36" X 24" Q ,
1/2" THICK X 8" WIDE STAINLESS o NOTE: FA RICA E TEE SECTION , B TED STE L ~
1. ONE 1 CASTER ASSEMBLY SHALL BE INSTALLED ON EACH STEEL PLATE FABRICATED TO MATCH 0,50" THICK W 24" FLANGE / Q
15-FOOT JOINT OF 16" DUCTILE IRON PIPE, EACH ASSEMBLY PIPE OD SHALL BE CAPABLE OF SUPPORTING THE WEIGHT OF THE PIPE,
BOTTOM WHEEL SHALL BE WATER, AND APPURTENANCES WITH A SAFETY FACTOR OF 2 " ' 1 /4" STAINLESS STEEL BRAIDED
6 ~ X 4 WIDE STAINLESS HOSE HYDRAULIC VALVE ACTUATOR F"
STEEL. CONTROL LINES
(TYPICAL OF 2 PER VALVE) o
z
NO SCALE ~ F
NOT TO SCALE W
J
J
U1 HINGED, INSULATED
FlBERGLASS ENCLOSURE W
PRESSURE GAUGE
Q
" " 3/4 HOSE BIB 1 GATE VALVE
16" DUCTILE IRON PIPE " r • Y,/ iE 1x1 x3/4 TEE
M
~ cATE vALVE w/ " " " FlBERGLASS COVER t xt xi TEE O
36"~ STEEL INTAKE TUBE " t"-eo' ELeow t UNION
1" VENT W/ SCREEN
ATTACHMENT DETAIL TO BE U
1" CHECi( VALVE COORDINATED WITH COVER 1' UNION MANUFACTURER
,n WEU. SEAL r
N
NO SCALE . O CU9
4" MIN m E%ISTING GROUND N ~ °o •o U ( w~a
7 ~ ~rr~ r
omo 33 N~z}Uww
I ow m~55 . fixfi W1NF „ W Q W ~W
o
. O ZmZF- ~ Z
INTAKE TUBE, AIR LINES, AND " " ~ w (9 ~ C9 to 6 4 ~~inocnz o z _ mQU W4W0 d~
HYDRAULIC LINES SHALL BE ~ _ ~ O TYP PVC CONDUIT ~ O N D U O U ~
WRAPPED WITH ONE (1) LAYER { ~ b " P WA NE N " t vc TER u
OF WOVEN, POLYPROPYLENE I 6 t/2 ~ STEEL CASING CLASS 1 RIP RAP 3'-O" MIN. ALL AROUND `
GEOTEXTILED FABRIC, WITH COVER ON INTAKE ; 't
600 P51 BURST STRENGTH AND 120 LB. PUNCTURE WN ~ NOTE; FOR OUTDOOR INSTAl1ATI0N, TUBES AS SHO
STRENGTH, MIRAFI 6QOX ON SWEET C3 ~ ` ~ ALL PIPE SHALL HAVE HEAT TAPE OR HEATER SHALL BE SUPPLIED
OR APPROVED EQUAL ?MTH ENCLOSURE
CONCRETE GROUT
16" DUCTILE IRON PIPE
6" MIN, #57 WASHED
STONE ALL AROUND 24" MIN. COVER
INTAKE TUBES AND
AIR LINES NO SCALE
- - Tip= f= - rT1-7,
- a - - - 12 - - - -
i%i i i-iii-t i i-i i ~ i I!-I 11-III-III-III-III-I I l--III--III III-III-III-III-III-III-III-I I i-1 1I- i I-Iii I I-i I I-III-III-I i I-I i I~I I I~
x BR~IGINAL LAKE I=, i I I 1=1 11=1 1=1 I I ' iii-~ i I I I I! I I I 1=1 11=1 I(=1 I I-III-III-! I I I i 1=1 i 1=1 I 1=1 I 1III III III III I I I
x =III=III=III-III BED 36 STEE INTAKE T,BE II-III=III-III-III-III-III-III-III-III=III-III-I -III-III=III-III-III-III-III-III- X III-~ I III=~ I I= i i I-III-III-i I I III-III-III-III-III-III-I I i-III= l i I-III-III-III-III-III-III I.,~j'wA~~ STONE-III-III-I I I-IIIx -I i I-III-1 ~ ~ -TI- -I 11= • ~ ~ ~ ~ III-111-i ~ -1 I 1=III-i i I-i i I-
I-III-III I I-4 OFLANGED DIP IAIRIUNE III-III-III-III SHEET
i I I-III-III-I~ OF 1rlER ,SlCSCREEN=1 I i
_I I I -III-III III- -III I-_BEDDIhG,_ ,l III-III-III=
X EARTH I KB SECTION
~ S' MIN. (TYPICAL) ~D4) NO SCALE
- D4
NO. DATE BY REVISION DESCRIPTION

U~ W
U
0 0 z~ N
ONE TON HOIST ~m NEMA 4X STAINLESS ~
WITH TROLLEY NCLOSURE « N STEEL E Z
H~
W •
PENDANT STYLE C7
HOIST OPERATOR H ~ z
m~OB x'09 }°-1 N Y•( YAtK IW[A OI Y.~S YN,K PW[R pN
900 LB PAC O O YY: V.~K R.MP W YY: YKVG foWTA D~ GF~{~
BULK BAG A~ Nt /AC[fRAC AKtlW4E ~A M rAC[D1A[ RIGGN / , ~ A~ AIM ALAI ~ AIM 11[1
y~ ALAAN WARN ry_I vA[K [i[N pESET A~ vWK O/GI RESET
~i oi~ vA~K mu O R~ vKVC apsc O a 0
~.~I a wru
PRESSURE „ BULK BAG vAtKroywRn ~ Y: f vµK 19VLA W ~A w~AAAr q„ 1=.f r~
1 /2 AIR OUTLET CLAMP REGULATING [aAr Y'( VNK K[MGl D1 ~ VIIK „[AA[R W v
VALVE SOLENOID VALVE V 0 ? N IALA9[IL bGW HI AAG'1P[ AlG[N
S RAO ~ rlAf MN I.:L FVi AW waAwurroes~l ArA ry~pq WARN A.TW 6YY O ~A YALK 001 RESET y~Ay vILK q[N RESCT
FLUIDIZING NOZZLE A~, [[Rpl ~R vKK CRK ~ 1..( VAI,K Ctpf[
ryM p YpNP10-t7 W
1 /2" AIR PiPiNG 200 GAL. ASME TANK Y: ~ YAIK RKA W 1:~ YN.K ARVCII RR W ,
FEEDER RATED FOR 200 PSI q YWK RK.ROI aA ~y_••( y~y,y[ p~q ry, I"~ 7:.t z
„ HOPPER 1/2 BALL VALVE VOLUMETRIC FEEDER I~ NI rasswc Rncx ~A w r[npra AI[p y~y y;~ H
1/2 AIR PIPING 5-100 LBS HR COMPRESSED / >.:t rw AW S.:l ~'AW ~~I'~~[j A VA1K RA[N ~m ~R VR.VC O[N pCS~Ei V
AIR SUPPLY DOSING RANGE I~ vAGK Gust O ~ vKVC aou ~ ~ z~
1/2" BALL VALVE ~ N ~ W~
FILL PORT W/ ~
RESERVOIR o FlLTERED BREATHER ~ +o+""""
WETTING CONE M SIGHT GAUGE
w c~ _r~:~ ~ ~~ii 150 GAL. STEEL ~ : any ~ a o,w
g w PRESSURE GAUGE OVERFLOW ~ sU N N~ ~ OIL RESERVOIR • o o W a p
= DRAIN 0-30 PSI ~ s tied
~ „ ~ 1/2 AIR T O! ON
~ SOLENOID VALVE / ~ '~r~nui
N S 1 /2 AIR LINE
PRESSURE GAUGE / ----~/i~-' 0 H
0-160 PSI PRESSURE GAUGE
WASHWATER UNION 0-100 PSI ~'m Q
SUPPLY VALVE (rn'~) / Z
- PAC SLURRY TO CHEMICAL NON-POTABLE WATER „ „ 2 1/2" THICK CHANNEL
SUPPLY FEED VAULT S6 X48 X 1 2 THICK
" I STEEL PLATE ..~p~
1 1 2" STAINLESS 1 1/2 STAINLESS /
STEEL PIPING STEEL PIPING PAC SLURRY Q
- A R FEED VALVE NON POTABLE W TE Y- STRAINER SUPPLY VALVE U
EDUCTOR 1 1/2" STAINLESS NO SCALE S
STEEL PIPING S
AIR OPERATED
" DRAIN VALVE 1 /2 AIR LINE
U ..RRRRJ Z
1 /2" AIR w
" N VALVE TO DRAIN 1/2 AIR HEADER SOLE OID _ W
DRAIN VALVE
BALL VALVE ~ 3/4 BULK
NO SCALE HEAD PORT W
ACCUMULATOR 211 GAL., BLADDER TYPE 211 4" Q 3/ BULK TYPE ~.I.
ASME CERTIFIED HEAD PORT
D BALL VALVE U?
LL
BALL VALVE
SYSTEM SYSTEM
PRESSURE PRESSURE
1 TON HOIST GAUGE GAUGE v PUMP OFF PRESSURE SPEED CONTROL
W TROLLEY / SWITCH 165 psi VALVE V ( )
BULK BAG LIFTING ADAPTER MOTOR S S S S MOTOR INUNE
8'-0" CHECK ~ PUMP ON PRESSURE N
3 3 VALVE n SWITCH 125 si ° ~ ( P) o U N p
SOLENOID VALVE $ - o ~
CONTROL ~ ~ a w~ VALVE o m o 3 3
~ ~~Z~-~ww
BULK BAG BYPASS RELIEF o W m 5 5
(900 LBS. NET) VALVE 165 si LOW PRESSURE w ¢ W ~ ( P} u o~~ n SWITCH (110 psi} PRESSURE GAUGE ~ o W m
MOTOR T W SNUBBER o z z MO OR / z 3 J c~ac?cn
m~ cnoNNZ ° Q U W 4 W 0 N
5'-0" o~DUI OUOU
BYPASS REU F
SAFETY SHIELD VALVE (165 si)
BALL VALVE
~ BALL VALVE
DC DRIVE SY5TEM DRAIN
CONTROL PANEL MOTOR BAU_ VALVE
SUCTION
8'-0" STRAINER
VARIABLE SPEED
VOLUMETRIC FEEDER WETTING CONE
~ EDUCTOR PRESSURE GAUGE TYPICAL OF 6
RETU A VA VE W SNUBBER ONE PER ACT~lATOR R TURN OIL B LL L / E RETURN UNE
~ 150 GAL. STEEL FILTE C7 „ FILTER (10 MICRON) HEADER
„ 2 SCH 4O PVC OIL RESERVOIR 2 SCH 80 PVC N FEED U E
NON-POTABLE
WATER SUPPLY LINE
NO SCALE
1i
L! I
II I 3 MIN. I I
II II
x II II x PAC SYSTEM FOUNDATION SHEET
x PER MANUFACTURERS 2" X 1-1 2" REDUCER x RECOMMENDATIONS
x x
x
POWDERED ACTIVATED CARBON SYSTEM DETAIL
NO SCALE D5
NO. DATE BY REVISION DESCRIP11ON
a

U~ W ~
y~_p" CAST IRON VALVE BOX UD W1TH "RAW wATER" UN i
WORD "WATER" CAST IN TOP CAST fN 'ME TOP z~ N
FNISHED GRADE cat n
40OD PSI CONCRETE • N z
/ ~ \ \ \ \ SLAB FLUSH 1MTH / . ' • o- • ' • + FINISHED GRADE i ~ w.
x
~~r\~ 24" MAX. ~ .a J 1 PIPE SIZE PER PLANS
III-III • . I I I_I 8 " - - - a 18 x 18 x 4 CONCRETE PAD - H oo ~D 00
- I=III= • ~ (UNLESS OTHERIMSE SPECIFlED) - - 6 57 WASHED W I - III--.•-I i I ~ ~ ~ I N
I II ~ a - - - STONE -III z~ z
- - - - - - IIII I z.
- - - _ _ - - I I- I-I I III-I I I I _ ~C a
M~ -1=III-III III=1 ~ ICI I I=1 I I- II ao
o - - - - U - - - - A a
~ W X64 BARS ~ 8'
~ ADJUSTABLE CAST IRON ~ CENTER E'w GALVANIZED VALVE
z ~ VALVE BOX (SCREW TYPE) ADJUSTABLE CAST IRON OPERATOR EXTENSION ~ z VALVE BOX TYLER MODEL------? ADJ PIPE SADDLE ~lPPORTS GRINNEL FlG, 264 OR EQUAL Z
1,y - 7128 OR APPROVED EQUAL H
w
12" MIN. PROVIDE 2" CLEARANCE IN ALL DIRECTIONS W .
BETWEEN RISER AND VALVE/ ACTUATOR SUPPORT PIPE H z~
(SEE NOTE 2) VALVE BOX SHALL I
CONCRETE BRICK BE SUPPORTED BY t/2" STEEL PLATE - 1" HOLES
SUPPORT GRAVEL ~ ~
COMPACTED BACKFlLL _ _ Z m IGi N
3 4" CONCRETE ~ W EXPANSION BOLTS ~
2 PER SUPPORT
' I ~ 3'-0" ,`,~tiltl l I I Hrr J
GATE I WATER
VALVE MAIN RAW WATER VALVE
PIPE STAND DIMENSIONS ~ z ~ ~
'd , ~ ~ ,N PIPE SIZE SUPPORT PIPE A-MAX A-MIN p,~, ~ s~ a
;y eeo ~ ~ a~
MIN 8 8 3 101/2 151 4 9~1 4cs' °~eeeeNe
a ' XX • :A ~ • TURNS " ~ '%~N , 8 3 11 3/4 16 i/2 !!'!?rnlnll
• , . ~ a • CONCRETE SUPPORT PAD •ry~ 3 -0 • M ,v 8 LARGER THAN YALVE 12 3 15 19 3/4
aosE (REQUIRED ON GATE VALVES 0-" 16 4 17 3/4 22 t/4 ~
10" AND LARGER ONL1~ X67 WASHED STONE I~
CAST "RAW • ~C~ WATER" 24 6 23 3/4 28 1/4
NOTES• Q 30 8 27 31 1/2 Z
WHEN OPERATING NUT DEPTH EXCEEDS 4'-6" BELOW FINISHED GRADE, PROVIDE
EXTENSION STEM WITH STD. 2" SQUARE OPERATING NU7 IN TOP SECTION OF J
VALVE 80X, EXTENSION STEM SHALL BE SIZED A5 RECOMMENDED BY THE VALVE MANUFACTURER• p .,~T~
BACKFlLL MATERIAL
COMPACTED IN 12" LIFTS Q
U
3'-O" /4 BARS
DIAGONALLY
s
~ i- -I- - - -I- RESLOPE EXISTING STREAM BANK TO
8' ORIdNAL CONTOURS AND STABILIZE WITH NATIVE PLANT MATERIALS+ Z
i I e M~1 e„ ~ - - I - i - I w
I W
~ I-• - BACKFlLL MATERIAL 1N - " 0~ COMPACTED IN 8 LIFTS I I I I I ~1 FULL POND ..I
Ili 3'-0" - - - - - PROPOSED M.J. BUTTERFLY VALVE ANCHOR FABRIC 8' 1 J
I YNTH RESTRAINED JOINT RETAINING + i GLANDS INTO EARTH FILL
BEDDING MATERIAL SHALL BE LOOSE NATIVE - - 1 3' MAX.
SOIL EXCAVATED FROM THE TRENCH, FREE OF 4" ~1,, ,1 - - W
ROCKS FOREIGN MATERIAL, AND FROZEN EARTH. " I I I I I I UNDISTURBED 2 CLEAR NCE - -I- - -i- -1 X1.11 - F-
EARTH ~ BELL HOLES NOT SHOWN L _ _ .1 _ _ _I_ J " 1 - 18 CLASS B RIPRAP - 1~ Q 2 1L 11
TYPE 3 - OVERCUT EXCAVATION V)
BARS FLLTER FABRIC MIRAFI ~,j„
o.c. E.w. 140N OR EQUAL EXTEND RIPRAP AS SHAWN ON SHEET C3
8" THICK, 4000 PSI CONCRETE SLAB WiIH
' "RAW WATER VALVE" iSERICEA LESPEDEZA, SILKY DOGWOOD (CORNUS AMONUM),
CAST ~ THE TOP W WATER LINE RA SILKY WILLOYY (SAUX SERICEA), HAZEL ALDER (ALMU5
PLAN VEW SERRULATA) AND ELDERBERRY (SAMBUEUS CANADENSIS)
NOTE: MPLY WITH ALL FEDERA STATE AND LOCAL SAFETY AND
1. THE CONTRACTOR SHALL CO L, U ING THE DEPARTMENT OF LA80R AND SAFETY ANO HEALTH REGULATIONS HEALTH REGULATIONS INCL D
FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 N I
P.L. 91-596 AND UNDER SECTION 107 OF THE CONTRACT WORK HOURS AND SAFETY STANDARDS ~ ) N O U i (NO FERTILIZER TO BE USED Y11THI 10 OF SANK) O O
ACT (P.L 91-54). O N J ~ 5 HP, 480V, 3PH o• D U I I
2. THE STANDARD LAYING AND TRENCW FOUNDATION CONDITIONS, AS DEFlNED IN AWWA C151~ SHALL MOTOR ~ w ~ Q
PTH OF COVER UP TO 9--FEET, TYPE 4 FOR DEPTH OF COVER FROM 9-FEET TO 6E TYPE 3 FOR DE o O 3 m 3 r~z}pww
4- ET AND TYPE 5 FOR DEPTH OF COVER FROM 14-FEET TO 22-FEET FlRE 1 FE HYDRANT 0w~m~55
..wQ ••W~ ,o W~~
O ..zmz~ O z ~•~c~oc~v~ 3
PROVIDE "NON-POTABLE m~av,ov~z o ~ OQUWQWO t0
8" MIN, ~ WATER" 51GN FOR HYDRANT 7~Ul~Ut7U D
/ \ Q
/ \ 1
1 z'~
~ . 80 GAL, ASME RATED RECAVER FOR 200 PSI
~a Banc ELECTRIC
a I I FINISHED AUTOMATIC ELECTRIC ~t4 at 8 E,W.E.F: ~ iv DRAIN VALVE D~ ypL~ PRESSURE GAUGE (TYP) ~~A~D AIR DRYER
GRADE WITH AFTERCOOLER AND
~e e " • 4 MIN. REHEATER
CONCRETE , • DEPTH \ \ \ ' ~ r\ ••1' , , • r\ FLOOR SLAB v , a /r , PRESSURE GAUGE (TYP)
\ d d \ \ / / BALLVALVE AIR LINE FILTER
• 0 ! • / / / r ' , ~
r\r~ 18"x18"X4' CONCRETE PAD r
GROUT ~4 REBAR IN ~ $ COMPACTED EARTH
a 2" HOLES WITH BACKFlLL ADJUSTABLE CAST IRON VALVE BOX
NON-StIRINK GROUT {TYP.)
i
1" AIRLINE AS SHOWN ON PLANS
~ ~ c TEE CONNECTKX•1 i I FLEXIBLE METAL
I M H05E PRESSURE REGULATOR
" A VALVE I 8 G TE 1" AIRUME
I 1 3 CU, YD. OF /
r r r r GRAVEL OR ~ ( i jp44 TIES WASHED STONE TO DRAIN TQ DRAIN TO DRAIN
rl ~ r I•
PIPE OIAMETE ` ~ 5
I I
X X SHEET
X X 18' x Is* x B" UNDISTURBED RESTRAINED JOINT CONNECTIONS
x CONCRETE EARTH x
SUPPORT PAD
CONCRETE PIPE SUPPORT NON-POTABLE FIRE HYDRANT INSTALLATION
3 D6
J N0. DATE BY REVISION DESCRIPTION

26" DIA. X 0.375" WALL THICKNESS STEEL PUMP ~W~ SHROUD WITH EPOXY COATING INSIDE AND OUT c
PUMP ELECTRICAL WIRING U N DESIGNED AND SUPPLIED BY ,
PUMP MANUFACTURER. SHROUD SHALL Z ~
FULLY EXTEND BEYOND THE MOTOR. SAFETY CABLE cNn SUBMERSIBLE PUMP ~
SUBMERSIBLE MOTOR BOWL ASSEMBLY WAFER CHECK VALVE ~ 00
zN SWEVEL CONNECTION H
1fi" STEEL PIPE WITH wx
.
12" IN 0.375" WALL THICKNESS M.
N ~ z
16" CLASS 125 ~~4 M"'! N
1" EYE OLT FOR SAFETY FLANGES (TYP) CABLE ED TO TUBE U z
4<~ x y F-~
~J ~I

, 1~1 Q
/1'_q," a
~ ~ , ~ 20,5' ~ ~ ~ ~ ' V
I - rI PUMP INLET Z
" ~ i6 FLANGED DIP / 1-4 36"~ STEEL ~
. .-4C------- / / STAINLESS STEEL SUPPORTS INTAKE TUBE ~ PUMP CASTERS TO BE OF SIMILAR 1" EYE BOLT THROUGH a,
BY PUMP MANUFACTURER CONSTRUCTION AS SHOWN ON CASTER PIPING FLANGE W
/ ~ I / ~ ~ " 1fi FLANGED DIP TO CENTER PUMP IN SHROUD ASSEMBLY DETAIL THIS SHEET.
I (TYPICAL) (TYPICAL OF 3 PER PUMP) H
/ INTAKE TUBE SHALL 9 BLIND FLANGE BOLT TUBE SHALL HAVE TRANSITION TO Z m
/ - END W/ STAINLESS 'LANGE BOLTED TO 16" DIP DISCHARGE ~ STAINLESS STEEL WITH FLANGED CONNECTION
~ BOLTS
/ z~ m N
/ 45" O.D. X 1" THICK , t=~ W
BLIND FLANGE WELDED
/ TO 16" STEEL PIPE SAFETY CABLE , / Ll~ ,~~p~ujnrrrr ~
~ ~ ..any M
. / ~ Tl.~. r / 1. suBi J~.~LrL' d„ ~ ~ h,rr ~ ~ V a~ 'i 1. SUBMERSIBLE PUMP SHALL BE FACTORY . o
ASSEMBI A M A D HI S A COMPLETE ~ a. SSE BLED N S PPED A ~ _ < ~ o ~ _
UNIT W11 I TH T WIRING CHECK VALVE : o M UN T WI MO OR, PUMP, p~ sw ~
" SHROUD, SHROUD, SUPPORTS, CASTERS, AND RELATED ;tisoo
45 O.D. X 1 THICK FLANGE APPURTE APP TENAN N SSA Y FOR FIELD ~ ''~d UR CES ECE R " ay ,~d~0
WELDED TO END OF INTAKE TUBE 1NSTALLi 1NSTALLAT{ON AND CONNECTION TO 16 a N
DIP DIS( DIP DISCHARGE.
Z. PUM 2. PUMP AND SHROUD SHALL BE
CENTERS 4 CENTERED IN INTAKE TUBE
Q
Z NO SCALE -
J
~7
Q
36" DIA. STEEL U
INTAKE TUBE
21~-s" _._I
NO SCALE Z
' W
J
J
ELECTRIC WINCH WITH A PULLING
CAPACITY OF 13 TONS PER THE
SPECIFlCATIONS LL1
GALVANIZED WIRE ROPE DESIGNED TO Q
MATCH MAXIMUM WINCH CAPACITY F"
BLOCK SHALL (LOCK SHALL BE SUPPLIED WITH SAFETY FACTOR OF 5 U)
WITH 1/2" THI VERTICAL DIRECTIONAL BLOCK WITH STEEL SAFETY GUARI WTH 1/2" THICK WIRE ROPE
SHEAVE AND DOUBLE BALL BEARINGS, A ~ AFETY GU RD
DESIGNED TO MATCH WIRE ROPE SIZE
AND WINCH CAPACITY. BLOCK SHALL
BE LOCATED TO ALIGN WITH PROJECTED .r•¦ -
CENTERLINE OF PUMP DISCHARGE U ..J
PROPOSED 6 DIP ~ FFE 864,00
AIR BURST LINE
N
O U
N p
~ "O U r ~ ~ a
omo „ 33 N~z}.~ww
O w~ m 5 5 FOUNDATION REQUIREMENTS PER v „ w w
STRUCTURAL DRAWINGS o a ° } ~ ~
o ..Zmz c~
WINCH ANCHORS PER z " ~ o o ~ vii ~ m~av~ou~z o MANUFACTURERS a ~ w a w o r
RECOMMENDATIONS ~ o~ 0 0 0 0 0
FABRICATED TRANSIT10N BLOCK ANCHO LOCK ANCHORS PER
FITTING PER DETAIL THIS MANUFACTURE IANUFACTURERS
SHEET RECOMMENDAT ECOMMENDATIONS
PROPOSED 16"~ DIP
PUMP DISCHARGE (TYP,)
1~ - - - - - 4 STEEL AIR LINE TYPICAL ~ SWIVEL CONNECTION ( . 1~ , /
ONE PER SCREEN) ~ ' ,.~11k
1~~
~ SAFETY HOOK TO - y
MATCH WIRE ROPE ~ /
~i~ ~ i
i~ i -
i ~r,i / ~i
~~i
i~
i~ i
PROPOSED 36"~
STEEL GASING PIPE
x (rnP.) I I
PUMP REMOVAL WIN( kL WINCH DETAIL SHEET
x
NO SCALE SCALE
0 D7
J NO. DATE BY REVISION DESCRIPTION

_ _ _
4'-0" MINIMUM
~W~ SYNTHETIC FlL R FABRIC O
2" STEEL ANGLE ATTA H TO VNTH V N APPR F E S. PLACE 11/18" ' oa
POST SET MIN. 18" , INTO GROUND AX F NTH FA I PHI I OF FENCE. Z N TH FA RIC ON U LL S ~
WIR R 0 CEMEN 2 0 CEMEN POST ~
XISTING GROUND OR 6 MAX FO EXTRA STRENGTH SYNTHETIC 1" " . ~ A STRENGTH FlL R 5/8 Z N
FABRIC W O YNRE MESH TEMPORARY SEDIMENT TRAP SCHEDULE -?I MESH FAB IC i..~ ~ --1 w .
TRAP DISTURBED LENGTH WIDTH DEPTH WEIR _ ~ ACRES FT. FT, LENGTH ~ , ~ -I I~ t - ~r ' NUMBER AREA ( ) (Ff,) ( ) ( ) "
" 4, ~ _ 12 MIN, i. 1 ,3,5,9 0,1 18 14 , 834" " GROUND 1" 1 i /4" I••I
1 AX. z
2t 7 B 24' 20' 4' 4` ' I I ~ , . 0,5 I -'I r'. 10" H N /4"
4,6,10 0.3 ZO` 18' 3' 4' z~ 5 S" z
+ NOTE: TST 1 AND 2 SHALL BE CONSTRUCTED AS ROCK DAM. / z•
5 F7 ao
7 WASHED STONE MIN, ~ EXCAVATE 8"x8" TRENCH UPSLOPE ALONG LINE P . E D FlLTER FABRIC INTO TRENCH, a U
~ 1800 CU FT. ACR 1.5 FT. SYNTHETIC ~ I FLTER FABRIC SHALL BE" 1 1 4 v,t ACKFI THE HAND COMPACT SOIL / IIC SHALL BE" "
NATURAL VOLUM OF BA5 5 FT. MAX. 1 BACKFlLI.ED A MIN, OF 8 GROUND ~ ~ EXISTING OR PROPOSED A MIN, OF 8 " 1/4 ?V 3/4
GROUND z
~ ~
EXCAVATED TER FABRIC ~ i CLASS 8 TRAP RIPRAP NOTES: x
~ - 2't 1 MIN. PLAN SIDE ELEVATION W
CROSS SECTION NOTE: 1 COMPACTED AND 1, FlLTER BARRIERS SHALL BE INSPECTED BASINS 1 AND 2 TO ,I GRASSED BERM IMMEDIATELY AFTER EACH RAINFALL AND BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED w ZAINFALL AND AFTER EACH STORM EVENT AND WHEN POLYPROPYLENE
BE CONSTRUCTED AS A ROCK DAM, fNT1RE ' ~ ( DAILY DURING PROLONGED RAINFALL E•i RAINFALL DEPOSITS REACH APPROXIMATELY 1/3 PLASTIC ~
" LENGTH OF"O,~TLET END SHALL - REPAIR SHALL BE MADE A5 NECESSARY. OVERFILL 6 BE CLASS GRIP-RAP 6 i NECESSARY. HEIGHT OF BARKER. 1/2"
FOR SETTLEMENT ERGENCY 8Y-PASS ~ 2. FABRIC SHAH BE REPLACED PROMPTLY 1 4" ~ / :D PROMPTLY 4. SILT FENCE INSTALLED AS NOTED ON PLANS C~
DESIGN ~ SETTLED " 6 BELOW SETTLED " IF FOUND TO BE IN DISREPAIR. AIR. SHALL HAVE A WOVEN WIRE FABRIC tp zM
TOP 21 MIN. TOP OF DAM 12 DITCH DEPTH IN 12 ; I -1 - ` _ ORIGINAL GROUND - ~t - -~G'_ REINFORCEMENT, W ~
~ WEIR LENGTH I ~ - Q
I I_I I I - I I - I I ~I ~ fi-:4_;r,_t - , _ NOTE : WHERE CATCH BAStN S~~ - _ I ~ NATURAL LINE ONLY 24"x24" GRATE A E CATCH BA51N IS NOT IN CURB ~ 1° 1/4 I"x24" GRATE AND FRAME ASSEMBLY READ. 1 1/2" ~4 DEFORMED C7 ~,+ui~iiu~q~
i~~ _ _ _ _ _ GROUND 2, ~ i F • STEEL. ROD ~ ~~~~i
- - _ E~(TEND FLIER FABRIC ~i ~ ,6 INTO BASIN BANK BACK o cuRS 12 uC 0 . ,
i ~ :1 SIDE C C Y Y N Y ;~0 ~'sN ~ ~o ~
FILTER MAX, SLOPE FABRIC 3 1:1 SIDE ® N 'o'-"? ~ CON A-A =a N ~ ELEVATION SE TI rJ W
MIN. MAX. SLOPE J ~U ~ 3 MIN. ~ - W N N
OUTLET S ON SECTION PIPE OUTLET NRY y ~ PIP = 8 ® .tied E U
~ N
P_LA~. P_I.A DRAT AGE AREA WEIR LE GTPI " P1Ad.
ACRES) (FT, ' N N ~ e N ~ ~ "SEE SCHEDULE N
1 4.0 ~ T._.._ 00 +D ~ OR PIPE SIZES
2 8A 3 $,0 INSTALL FLIER " z 8" " ~ H
4 10.0 FABRIC AND r ~ 6 ~ TYP, WN " 5 t2.0 STONE v? OUTLET = 8 o SECTION X-X o W~ 8 CONSTRUCTION NOTES ~ _ - Q
4,• W V TYP. U u N 1, ALL STEPS SHALL PROTRUDE A MINIMUM OF 4 FROM INSIDE FACE OF STRUCTURE WALL. Z
DIMENSIONS SHOWN ARE MINIMUM " ~ 1/4"/ FT c Na 6 '4 (yl a ~ CATCH S z " 0 0~ J
.CATCH BASIN ~ Z v~o 1 v,o 1 4 ~ ~ 2. STEPS DIFFERING IN DIMENSIONS, CONFIGURAl10N, OR MATERIALS FROM
' 4 ~ SECTION C-C " ~ • ? THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS .o ~a
, ~ JUN 0 ~ ~ ~ FURNISHED THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND SEC110N Y-
~ros~ A THE ENGINEER FOR THE USE ~C HAS RECEIVED WRITTEN APPROV L FROM
OF SAID STEPS, U
PLAN GENERAL NOTES:
MORTAR JOINTS t/2" - T/8" THICK l8" THICK 0 0 PSI - 28 DAY DESIGN 1/2"
A ALL CONCRETE TO BE 3600 PSI - 28 DA FILTER FABRIC ATT ED THE POURING OF FLOOR SLAB TO BE AC( TT) 19 GA, HARDW CLOTH LAB TO BE ACCOMPLISHED BY FORMING. Z
HASIN SCHEDULE " ALL CATCH BASINS OVER 3'-0" IN DEPTH C>~C~ sEDna~x'r z sTE L ANGLE 3'-0" IN DEATH SHALL BE PROVIDED WITH STEPS,
~ 1'-a" ON CEN?EBS, sTEPS SHALL ~ IN SET t8 INTO GROUND CONCRETE F.RICK MAY BE USED IN loll S SHALL ~ IN ACCORDANCE WITH STEP DETAIL. I.tJ USEO IN L~U OF HARD COMMON CLAY BRICK.
CSB No. BOTTOM TDP DEPTH (FT) STORAGE PROV D (CU FT> - 0. 57 WASHED STONE JUMBO BRICK WILL ~ PERMITTED. IMITIED.
i B' Z4' 4' 1004,8 8' FOR 8'-0" IN HEIGHT OR LESS USE 8" W~ LESS USE 8" WALL. OVER 8'-O" IN HEIGHT USE 12" J
2" GROUND WALL TO 8'-0" FROM TOP OF WALL, AND ti~„... ~:r FOR FRAME AND GRATE DETAIL SEE STAN OF WALL., AND 8" FOR THE REMAINING 8'-0". :TAIL SEE STANDARD DETAILS.
AREA AS a~ - ALL PIPE IN STORM DRAIN STRUCTURE SF EXCAVA I STRUCTURE SHALL BE STRUCK EVEN WITH THE U)
CATCH BASIN INSIDE WALL, GROUTED AND BRUSHED SM~ A~ FILTER FABRIC PRECAST CATCH BASINS MAY BE USED W D BRUSHED SMOOTH. W LAY BE USED WITH APPROVAL BY ENGINEER.
INTO : - TRENCH 18"
2 AND BACKFlLLED Q
1 DITCH SECTION ~ HALF PLAN OF MANHOLE
~ , RING & COVER
-i LL
- l P HOLE 1 -ACCUMULATED tO~ 10' 4' 38' MINIMUM
-I.'' FOR DEWATERING SEDIMENT NOTES: EXISTING ROAD ACCUMULATED SEDIMENT 1. ATTACH WIRE AND FABRIC TO POSTS ON OUTSIDE OF FENCE 1'-11 i/2"
: l - I - WITH APPROVED FASTENERS.
~ - 4 EXCAVATED DEPTH 2. FILTERS SHALL BE INSPECTED AFTER EVERY RAIN AND REPAIRED , , , , , „ , , s" ~ U ,,,,,,,,,,.,1
MIN. 1 -MAX, 2 l AS REpUIRED, ~ • 4., • • , 3• •
BELOW TOP OF INLET - - - } I- ' t 3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH 1/3 HEIGHT 6' HUMP TO DIVERT RUNG '0 DIVERT RUNOFF
' ~ OF BARRIER. FROM EXISTING ROAD' EXISTING ROAD N O U
- PIPE X57 WASHED STONE O (7
'y ~ 1 O N ..I O 1 2" O" ~ U I / ~
I PRECAST CONCRETE l - 1 - 1~1 W ~ Q omo „ 33
MANHOLE OR DROP INLET 5 ~1 ~scc.. N~zr~ww
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY ANO OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. O owNm 55 o ~ SECTION A-A U „ w w
AN N AIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES A5 DESIGNED. ~P Y EEDED REP Q. OVER ~ MANHOLE C o m
ca z ..w~ 3
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AF1ER EACH RAINFALL EVENT, GRAVEL WILL BE CLEANED 4R REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. ~a_o-z ~ mQUwawO o0
~OUIOUOU O
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 2'-1 1 /4"
La FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ~ N
r ,~i 4" 1'-11 3 4" ~ ~ 6 / /
AS WI BE FERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING 70 8" HUMP TO DIVERT RUNOI 4. ALL SEEDED ARE LL ~ FROM EXISTING ROAD 3 DIVERT RUNOFF
SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1NG ROAD r r
2"-3" COAF 2"-3" COARSE AGGREGATE ~
(RAILROAD I (RAILROAD BALLAST) ~
W=D+La 3xD D
NOTES:
CLASS A OR 8 4 3 8" 2'-6 1 /2" N
EROSION CONTROL STONE 1. A STABILIZED PAD OF CI TRAFFIC WILL BE ENTERIC IZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE I MLL BE ENTERNG OR LEAVING A CONSTRUCTION SITE TO OR
D = PIKE DIA, IN INCHES FA i 4" AX FROM AN EXISTING RDA' a EXISTING ROAD.
T - 8"CLASS 8 RIPRAP FLIER BRC T1:R 2 STONE TO BE 2-3 fNCH 12 WHEN INSTALLED ~ BE 2-3 fNCH WASHED STONE RAILROAD BLAST. 2'-9 1/4"
I CONJUNCTI N WITH A SEE PLANS B 3. TWE ENTRANCE SHALL 8 DANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL ' TRACKING OR FLOWING OR SEDIMENT ONTO PUBLIC STREETS ~
FlLTER FABRIC PREVENT TRACKING OR FlNAL GRADE OR EXISTING PAVEMENT, LING PAVEMENT. THIS MAY REQUIRE PERIODIC 70P DRESSING '
o SECTION A-A WITH ADDITIONAL STONE DITIONAL STONE A5 CONDITIONS DEMAND AND REPAIR AND/OR SECTION A-A
' CLEANOUT OF ANY MEA T 4. All SEDIMENT SPILLED, 1T OF ANY MEASURES USED TO TRAP SEDIMENT. MANHOLE RING ' MENT SPIU.ED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMI STONE CHECK DAM. MUST BE REMOVED IMMEDIATELY. ~
STONE SHOULD BE PLACED OVER 1HE CHANNEL BANKS TO KEEP WATER p 5. WHEN NECESSARY WHEE :CESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT D ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED,
A I FROM AROUND THE DAM. L =THE DISTANCE SUCH THAT POINTS 1,5 PRIOR TO ENTERING A I FlL1ER F BR C MIN. A AND B ARE E4UAL ELEVATION 9" MIN. IT SHALL BE DONE ON . BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
~ WHICH DRAINS INTO AN ~RAIN5 INTO AN APPROVED SEDIMENT BASIN. NOTE: TRAFFIC SEARING RING AND COVER.
THE FOLLOWING CRITERIA SHOULD BE USED WHEN DESIGNING A CHECK DAM: MINIMUM WEIGHT 315 POUNDS
-ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT EXCEED 2 ACRES. 7
-KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM. FILTER FABRf RIPRAP APRON SIZING
-KEEP THE CENTER FO THE CHECK DAM AT LEAST 9 INCHES LOWER THAN
I AP THE OUTER EDGES AT NATURAL GROUND ELEVATION. OUTLET PIPE DIAMETER APRON LENGTH APRON WEDTN R PR SIZE -KEEP THE SIDE SLOPES OF THE OAM AT 2,1 OR FLATTER A 3 x Do (I n~ (W.~A+~eI l d ~n„1u~rirurccl ~r.eu ,x Horan nw A~CAC w1 nul! TuC nueUUr~ Tn QCCICT eaACIAAI
11U. %WW/ / \ ^ 1 Vvnnuvleiw~/ J1lW11.iGL VYGf\f LVIf 911\4^ 111.vnv 9111. vnnlvn.l. rv n`.+w. 1...vwv..
CAUSED BY CHECK DAMS FACE VIEW 1 1 x 2,41617 157 3.151 101 121 .3 x 1.5 SHEET
x x
x x
x RIPRAP APRON SIZING at swale outlets) RIPRAP CHECK DAM x
x
32' 130 24 3,5,9 6
3 n D8
NO. DATE BY REVISION DESCRIPTION

i _ _
~W~
DRAINAGE EROSION CONTROL LEGEND N
U°
Z~ N
• • • • • PROPERTY /ROW LINE LINE TABLE CUR' CURVE TABLE ~
® 00 zN
1070 • • • • • EXISTING CONTOURS LINE LENGTH BEARING CURVE LI JRVE LENGTH RADIUS N
+ L1 10.00 N80'30'57"E C1 I Q x C1 66.29 136.90 ~ a
•••••PROPOSED CONTOURS I „ w
+ \ L2 40.00 N19 06 07 W C2 1 N C2 157.18 113.20 Q! ~ ADDITIONAL CLEARING AREA Q r..~ a
• • • • • RIP-RAP DISSIPATOR +y C3 1; I ~ C3 132.63 399.02 ~ ~ z `0 (APPROX. 50 FROM E.O.P.) o ~ ~ N
+ + + ~ ,T~ C4 1! C4 192.53 970.77 BRUSH AND TREES TO BE U
+ t+~~+ I +++t - - - - - - • • • • • DRAIN LINE (SEE PLANS) ~ + + , z REMOVED EXISTING GROUND - S 2 z
i+-~ C5 1 t + + + + ~ + + I + + C5 117.54 487.02 ~ EB, T i z
• • • • • CATCH BASIN YARD INLET + t r + C6 1; ? / COVER TO REMAIN TYP. ~ ~ ~ ( ) C6 134.37 295.86 ~ R-W TERQU~TY ~
~ ~ ~ ,~+h TER a ~ ~ ~
+)t ~ PERMANENT SWALE / - / I I h + , ~ % ' aU " - ~ /
i ~ r + + + + + I + + r + + + + + + f i?' ~ + + 50 LF 15 RCP ®.5% t + h ; x
~ i- ~ t I + + + + I + + + + + + + + 9 + • • • • • PROTECTIVE DRAINAGE STRUCTURE ~ / ~ / ~ + t ~ ~ + + + + ~ - h . .IN=905.8 +++t+ ~ i ! / / ~ / U
i i . OUT ? 905.5 t + + + t t + / ~ i Z~ i + + + +PER~IAN T `'PERMANENT ~ ~ - ~ z
• • • • • CIRCULAR SEDIMENT BASIN ~ ~ ~ ~ ~ ~ h + + ~ + + + + + '+i + - + ~ ~ F, , ~ + ~ ~ - i ~ / + h + h + t + + + + + + + 'f t ~ / ,
~ + + + + + + + t~+ + + t + + +%ti 4 +i ~ + • T ~ h t h ~ k + + + + k t tDISSfPAT 4 - ;DISSIPAT 5, , ~ w t +~+/k + + ~ h/+ ~ + ~ ~ ~ ~ z
t~ + + + + + + ~ f i + + + t + + , ~ W ~ p ~
.....TEMPORARY DIVERSION DITCH ~ / t - v y t. + ~ + + ~ + + ; + ~ ± + , 1 ~t + + + I + I + + + ~ \ + + + + + + + + + V + + + + i~ ~ + Ff ~ + + + + i' ~ / / i. + t; + + + f E~1 P~O~' SEA - ~ / ~~+~t~++ i-+t~± +t W ln.U ~ ~ TT ~ _ - /
+ t t t t ? ~ i~~ i~~h i i + - - ~ ; C~ -
~ h YWI ~ ~ + + + + ' ~ + + + + i h + + r + ~ : ' + ~ ~ I + + ; h; + + h f + + • • • • LIMITS OF CONSTRUCTION ~ 17+00 % ~ ~ 18+~ ~ f + + i+ + i+ k t i + ~ ~ ' ~ ~ ~ ~ 1--1 ~
AL N~/++ ~ i ~ ~ ~ 4 + 4 4~ + + i I ~ + + + + y ~ + + + + t + + ~ + / + ~ + k-+ ~ ~ 00 ~r~ rn
• • • • • TEMPORARY SEDIMENT TRAP ~ L V LQ AP _ ~ ~ ~ - - ~ ~ ! ~ 1'`~ ~ t ~ + ~ + + t~ A + ~ i /+~h, t + + +i~ + + + + ~ i~~+ ~ ~
i / ; A EXITI G~+ PRON ~ I ~ ~ / + + + + + + + UT 2 ~ ~ +t+,~+~ + i - ~ ~ ~ ~ ~ ~ - WP _ W
+ + t + + ~ - ~ _ 5 h k ti ko. ~ ~ - r - + + U ~ ~5 ~
ROCK CHECK DAM AT(1RAL ,U SST ED ~ + • ~ 6 r + + i _ ~ / ~ + + + + + I - , ( ~ + - 0 - ~ apPO k +
/ ~ QRESTEp LTER TRIP ; ~ + + ~ \ ~ _ - ~ ~ ~ , + + + + + / ~ ~ ~N% + t + " + + W
~ / / / _ ~ ~x - + P i W .
/ o ~ + ~ I P 2
~ ~ ~ , ~ ; i , +lP U ~ , - ~ ~ ~ i _ r i i t ~ ~ t t i t t . Q;~, o Z;
~ / + + + t + % ~ ~ ~ ~ ~ + + + + + + + ~ + t + -t-- + + k + W
/ ~ ~/v + ~ / v ~ i , i t + ~ + ~ ~ ~ ;s~. i ; ~ + + + + + + i + + + + + + ~ + W ~ ~ i ~ ~ t t + t t-. i - ~j~ ti
/ ~ / + + + +i y + ~ ~ " ~ ~ / ~ ~ 0 t + ~ +t ~-t
~ i END PROPOSED + + + t + t + i ~ + +INV. ;IN +_~-t ~1~.r + t, -F i P~,,°
~ / i ~ i / i I ~ ~ . ~ \ t + + ~ t ~3 i ' CURB A D G TTER ~ t , t--~ , ~ ~ + t INV: ~dUT ~ 9'1 t W / / / ~ "f + t ----t- +--h ~ t t 3--- + + t__~ " t t + t t t t t t
:PC9P0E+2'P-~~N -{.,t + + + + ~ Z
i + I + I + ~ i ~ ~ 11 ~ ~ + r + + ~ ~ ~ I
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+ / ~ I + + + + + / 1~ ~ ~ ~ - - ~ ~ + r , + ~ h - t i I- f i-+ i ~ I + t t~+ -I f ~-h' i t ~
~ / l _ _ _ ~ ~ i - +/t t r + k + + -t' k k i + ~ r ~ + , +
~ t t + t + I ~ ~ I ~ \ \ A / ~ ~ ~ ~
~ Apt t I + t t h + + ~ i PR VI E F AP LVE ~ i _ _~E ~ = - - - U
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l l - I ~ J ~ l ~ + + + + / / 3 I_F 24 D.LP.I / ~ ~ -r t + t t~ t + ~ _ f -fi- i t_._~ tW~ODS~ ~ + t t t ~ ~ 910 ~ _ ~ _
+ ~ I / / i' ~ ~ ~ SEE GHEE C1 ~ / + t ~ 't i ~t h ~ + i t ~ t~ t + t t f 1, + t } ~ t + + h- + t t + ~ ~ - - ~ - f t 'F t - t- ~-f + I'---k -F--+ - h t h -i t 1 f k, t ,t f t +
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~ ~ ~ ~ ~ ~ i + + # t i ~ ~ ~ ~ , \ ~ / _
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f + + b t t ~ ~ ~ ~ / ~ ~ ~ + - vl f~`... h I- t + t t i + t ~ + + + t t t i- t ~ + t + + + t + ~ ~ h I h i~ + h t ~ t t, k t t' + ~ + ~ I + ? + t-%+ + t t t ± t k t + + t + + + + + t i P RMANENT _ _ = , - ~ = / + + t ~ i- t t: -t t t + ~ + +i" t , t _,t t t t t + t t -i' t -k-'k + ~ t t_ ~ t t t } t t t t t t t +
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~ A _ _ ~
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+ + +i+ + + t ~ ~ + + + + + + + + r +
~ + ~ ~ ~ - " + NaT GRADE WII~HIN + + + t %t + ~ + t + + --f + t i t' ~'P- ~ 1,= + ; ~"i k , h " ~ + + ~ + ~ + ~ -h + + !r t ~ ~ ' NSW WOODS ~ i f Q f ~ + + + + + ~ ~ fi. + + + + + ~ + ~ k k - + t , t - + t + t t t + + + t t + t~ i< + ~ ~ t
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- i- - - - - -
t t t t i t t .h t ~4 f i i t ± -4"~ t t ,k' + i t t t t + fr ~ t t~ t F + t 1 + + I + + +h i- t _ i ~ ~ ~ - - - t + t t ~ t , t~+ + r ~ t t + ~ + + i + t' + + k - + t P , + t + t + + t t + + t + F h + ~ ~h +
\ _ - 1 ; ; 0 + \ - R P~S~D _ RET G t \ + + + + + + + Q + L QKOUY , \ , , 1 ~ \ ~ , ~ i ~ I I i I i~ t ~.,.i t• ~~U W I t- "F Q + t t%+ ~ k%+~t F +-~t ~ + k t i'~ ±/t t ~-k~+~+ i V' h t 't r r F t 1- + + + + + + f h + k~+ t t + - ~ + ,Y' I:-'f t i I I f k~ { I 1- I i ~ t I i I I { + k I i I f- f + ~I t + V F t , ,U ~ f r. t + i r
1 I \ ~ I ~ ~ / . ~ + + t- + i:. + + i ~ t k + k -t +'t r + + t i. + f t ~ + + + + i h t + i + + i + ~ + i~ k ;t%
+ + ~ f f;~ + k ~ j t_+ + + J t" ~t I-~~t + t,,~ + h h + + ] ~ + + f f + + k + i' +
h + h + ~ + + + -f , + / i ~ ~ ~ - ~ ~ ~ i , ' / i
I, , \ , _ 8 ETE, L B ~~4 h , ~ O • ~ - _ °
~REBAR 12 b.C. .AC AY + t..+ + f, ~ + + t PIPE SCH'~DULE ° ° ~ ~ ~ ~+t_+,++ + h oo Q
+ + + + t + a•:•. _ + + 4 ~/t h ~ i~_t f kt+--+-+++,~ t±-'" PIP oNo 33 LOCATION E v w
0 \ + + + F~+ + + f- i + ~ _ z ~ w
r-+ + + + + + + + ' + O m ~ S 5 ~ ~ ~ , - REMARKS ~ to w w + t f +._x + + t ;.k FROM TO L (ft) SIZE (in) TYPE n S ° a ° ~ ~ ~
_ _ ; + + + _ + + _ t + + + Z W Z Z
~ ~ - t, t t t,,+ ~ t; CB 1 OUT 1 145 18 HDPE 0.012 .55 ~ ° c'
+-tom k + r ~ i'-+' p Q U W Q W 0 d'
. ~ ~ WIDE~~~ a~ t h y ~ + + . ~ - CB 5 12 2 HDPE 0.012 .5 _ f - t + 't ~ t ~
<.J , ~ ~ - - t + ~t +__l. .,,'i'ce +..__I - ,t_ t _ t + t i- + + f/ j + + + +
h + + + + + t + + + + -t t + + + CB 4 C8 2 146 24 HDPE 0.012 10.51
~ ~ + + r + -1 + + ~ + - +-t + + t r + t f + t CB 3 CB 2 24 18 HDPE 0.012 2.00
o ~ ; ~ +-+t + + y + + + + u ~ V ~ ~ i i ~ + ~ _ _ ± + + + h + ~h + h ry,- _ ~ ~ ~ . : y., ~t~Q+htt+tit
h + + + + k + + t CB 2 OUT 2 28 24 HDPE 0.012 10.07
~ ~ t t + t t t t i t t t t t + I~~ l' In ALL DDS UR OR ItVE ~H l ~ . ~ + ~ ,-y + + + + + + + + + + +tt++t++,rt++ h + + + + + + t + r'
+ ~ i I -F + i + ~ ~ ~ + + + + + + + + + BE STAB IZ I C~ R A C • ; ~ ~ ~ ~ t +
~ , t ~ ~ ~ ~ + + ~ I h -t I- t-- + I + + + - ~ ~ ~ ' + I + + + + + + + fi, + + + 1 +,1 + + ~ 2 ~ b' + + + , . , t + + + + + + + + TH TAIL SH T D6 i ~ _ k + ,
h t + t + + h k + a CATCH BASIF~ SCHEDULE - +i+t+++tt+
- TE,. P ~ XI T Lk 9 - W ht+t++t+tk
N ~ 4 IQ~Q+, + v ~ - +t+ttt+t+ ELEVATIONS h t + + } i- t t -h t
OF ~ R L~ ~ 1 F E I U B D' yy ~ + ~ + ; t ~ ' 1 ~ + + + + + + + - _ ~ ~ _ + + - + + + + t + + y + t + t + t + f h
- L=838.Q0 ~n ~ + _t t-. + ~ A + + + + + k k+ i + t t STRUCTURE REMARKS t + + t t t + t + RIM/FLOW LINE INVERT IN INVERT OUT
~ ~ ` - + DOWNSPOUT ~ + + + + + ~ ~ ~ ~ , i t t t + + + ~ I +t+t+++
l I~_ \ ~ - W~ CONC. ' + t t + + + t + CB 1 859.50' 852.50' 852.40' 8" drains (in)
~ ~ V + + + ~ ~ _ SPLASH BLOCK + + + , + ttt _
y ~ ~ ; t OUT 1 ' 851.60 -
\ , ~ TYP 4 ~ , X10 WIDE GRASSED FILTER J
~ ~ STRIP TO BE MAINTAINED HORSESHOE SHAPE CB 5 884.00 880.00 879.90' 4 x 4 structure
~ ~ \ ~ ~ ~ ~ BY CITY T OF S ATESVILLE STONE FILLED
\ \ V~ TRENCH LEVEL SPREADER CB 4 884.00' 879.84' 879.74'
1 1
t25' WIDE NATURAL 1' DEEP x 1' WIDE CB 3 868.40' 864.40'
FORESTED FILTER STRIP (TYP @ EA. DOWNSPOUT)
CB 2 868.40' 863.92' 863.82' 864.4 inv. in (CB4)
5 OUT 2 861.00'
x
SHEET 'E
X GRADING/ DRAINAGE NOTE: ALL CATCH BASINS TO HAVE SOLID TOPS
X NOTE: PLAN- AREA 1 x CITY OF STATESVILLE WITH OPEN THROAT TYPE OPENING AT CURB
N SHALL MAINTAIN SCALE: 1"= 30'
2 2-04-05 CB REVISED DRAINAGE OUTLETS 1 AND 2, ADDED ROOF LEADERS
3 STORMWATER FACILITIES 0 1 8-18-04 DC REVISED DISTURBED LIMITS AND ADDED EROSION CONTROL MEASURES C4
NO. DATE BY REVISION DESCRIPTION
J

~w~
N
U°
AGE EROSION CONTROL LEGEND z' N ~1 M
DRA N ~4 ~
® ~ TBM: TOP OF ALUMINUM R W Z N ~ ~ ~
• • • • • • PROPERTY /ROW LINE MONUMENT EL=956.17 ~ "
N: 740781.37 I~ x
~o~a • • • • • EXISTING CONTOURS ~ E: 1382474.86 ~
\ ~ ~ L~ ~ - - e~~o~o ~o~n L",I o
• • • • • PROPOSED CONTOURS + + + + ,,i,,~ + + ~h~ ~ ~ ~ _ ~ 1--I N
+ + f + + + + ~ 1
RIP-RAP DISSIPATOR ~ h + + 1 +t++t+
+ i- + + t + + + + + + + + + + + + + + + + t ~ ~ ~ V ~ )
- - - - • • • • • AIN LINE SEE PLANS +~+t++++t++tl DR ( ) i
+ + + + + , + + + + + + iv+ 1
• • • • • CATCH BASIN YARD INLET + + t I ? ~ - - / a
1 ~ ~ ' x
+t+++ h+ +t t++' Q~Q E~+~IP~+~A~E+1 • • • • • PERMANENT SWALE ~ + t + ~
f + t t + t + t t t + + + ~TAI~. Tf-~IS S~iE~I TI~I ~ ~ t i - ~ ~ U1 SSE~T~ - ~ ~
- t t ~ i~ ~ t i t + t t + -Y t + t + t t t PROTECTIVE D t + + t + + + t h t + + RAINAGE STRUCTURE
+ + + + + + + + + t + + + + + + + i~+ + ~ ~ + t t t t + t i t t t + + + t + + + t t t + t + ~ ~ ~ w wx ~ ~ i z
•••••CIRCULARSEDIMENTBASIN ij++ r++ + X w~
+ + + t + + + + + + + + + + + + Q + + + + + + + + + + + + + ± + + + + ~ + + + + + I~• ~ h + + + + + + + + ~ w~
t t+~+ + t q t li ~ h t t t t t+ t+ t t ~ / ~ ~
. r + t + 'I t i + } ~ t t 1~ i t t t ~ + + + t + ' + + + + ± TEMPORARY DIVERSION DITCH + + + + ~ + ~t f I t~h t + t + t~ t t t + + t t ~ 't t + -h R 35 ~
+ + + + ~ I F'+ + + + + + + + + + ~ + 1 + + + +~r ,h i + + + + + + / i + i
• • • • • LIMITS OF CONSTRUCTION 1 i t I t + + + + ~ t + + SWALE I ALE I ~ _ , , ' ~ ,w ~ z ~
+ + + + + + + + 1 + + + + + + r ~ ~ w r ~ _ \
TST ; • • • • • TEMPORARY SEDIMENT TRAP ~ ~ ~
M ~ + + t ~ t t i- Jt ~t t: + t/ t t + + + + i ~
I ~I ~WAL~tG ~ ~ + + ~ + + + + + + + + + + I + + 23 ~ ~ ~ \ ~ 111 111111// ~ ~ ~ VIII ~~~/ii
RCD • ROCK CHECK DAM t i t i+ + + t + tt h ++t+++t;t++~t +~2 ~ : v~••P~' y,
-t+~+++t t+t+ +~++t+~++ ~ O: SWALE H - :
t t 1+ t+ t ~ + t 1+ t I SWALE H i ~ ~ t + ;;h ~ t,, + i t t t t~+ i. + t
+ I + + - r ~ + ' t t + + i/ + + + + + + + + + +i + + + + + + + h + + + + r - - - - ~ V iN1 ~ M C9i N ~
- ~
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t + + + + + + ' + + - + ~ t % h + + + + + + + i , _ t9 + + + ,~f + + + - + + + i~ + + + + + + + i ' - t + / - -
+ + + + + ~ + ~ + ~ F ~ + + + + ~ + + + + + ~ , t + + + + + + + + - / + + /r + + + + + + \ /
~ ~ ~ ~ + F + + + ~ ~ \ ~
+ + + t + tom= + ~ + t + t + ij+ t ~ t + + + SW E F t,+t++~++-/+~+il+ / ~
+++~~PO~~~ ~~4~1~~I~~1T~+ + t ~ t h t + + t + ~ 1 ~ Z
+ + + i- + -h + ~ + - il` + , t t + + - A S E D It T- IS S E + - t i + + ~ ~ ~ ~ ~ ~
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+ ?l t + t + + i ~ o ~
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~~(ADUOU U + + + + + + + ~
~ ~
+ + + + iNOODS + + + + + + + + + + + + + ~
~ + + + + + + +
I f~+ + + + + + + + + + + + NOTE: APPROXIMATELY 90 L.F. + + + + + + +
ET 6 DO SPOUT - , + + + + + + + + + + + + + ~ OF SHORELINE /BUFFER DISTURBED + + + + + + + + + + + + + + + - + + + + + + LEVEL SPREADER TO BE CONSTRUCTED + + + + + + OF TRIANGULAR SILT DIKE AS
SPLASH B CK / N + + + + ~ + + + + + + o + + + + + + + + + + ~ + + + + + - MANUFACTURED BY TRIANGULAR ....I
+ + ~ + + + + + z + + + + + + + + + + + + + + + + SILT DIKE CO., INC.
GRAVEL + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + + ~ + + + + I + + + FILTER + - ~ + h + + + + + + + + + + + + +W4(JDSF + STRIP + + + + + + + + + + + + FLOW
+ + + + 3"-4" WASHED + + + + 3 3 STONE
TBM: TOP OF / + + + I + + + + + + + + + ~.Y~:., + + + + +
EL=838.00 + + + + + + + + + + + i~:` ~'f' + + + +
+ F + + + + +
~ + + + + NATURAL UNDISTRUBED + + + - -
FORESTED FILTER STRIP + I~ - ! I -I I
OUTLET 5 DOWNSPOUT + +
LEVEL SPREADER WITH SPLASH BLOCK NATURAL FORESTED 3"-6" TRENCH
FlLTER STRIP STAPLES PER MANUFACTURER'S RECOMMENDATIONS
SECTION A-A
NO SCALE
nin-r~c.
1~vCITY OF STATESVILLE SHALL MAINTAIN
STORMWATER FACILITIES.
x 2. OUTLET FILTER BAGS SHALL BE 4'X6'
X NONWOVEN GEOTEXTILE FABRIC, °DIRTBAG",
X AS MANUFACTURED BY si cEOSOLunoNS. STORMWATER MANAGEMENT PLAN x N
SCALE: i.= 30.
3
0
J
NO. DATE BY REVISION DESCRIPTION

TEMPORARY SEDIMENT TRAP SCHEDULE 4'-0" MINIMUM
TRAP DISTURBED BOTTOM TOP DEPTH WEIR AYNTHETIC FLTER FABRIC ~
NUMBER AREA (ACRES) L x W L x W (FT.) LENGTH 2" STEEL ANGLE " POST SET MIN. 18 , TTACHED TO POSTS WITH U1 W N o~PROVED FASTENERS. PLACE U O
1, 5 .26, .29 4' x e' 18' x 20' 3' 4' INTO GROUND 8 MAX FOR STD. t~TH WIRE MESH I U HILL SIDE OF FENCE. N IMAM FOR STD. STRENGTH FABRIC , RE MESH REINFORCEMENT z o0
2, 8 1.08, .87 18' x 32' 32' x 48' 4' 4' XI 6' MAX F OR OR POST N
E STING GROUND FA i 0 EXTR BR C W 0 WIRE 3 .10 3' x 6' 15' x 1 B' 3' 4' MAX FO EXTRA STRENGTH SYNTHETIC ~ m ERIC W 0 WIRE MESH FILTER ^
FABRIC ~ 00 Z N W
4 .49 6' x 14' 22' x 30' 4' 4' I G ! - il I !~~n III AIL-_ I_ , -_II =i~ p..~ v
6, 7 .44, .61 10' x 20' 22' x 32' 3' 4' ~ i l n l ~ , ~ l i I IJ - i i- 'i_ill; If.i =~I'=i,_:- 12"MIN. w x
9 .09 4' x 6' 18' x 18' 3' 4' 1I I~ I l i ~ " GROUND 3 ~
VI-11 ~i_ ' 'il,?iii, . TEMPORARY DITCH LINER MAX. ~ ..1 ~=r - J ~ r-1 ,,i '~,II ,I ` u. CHANNEL O
~I "NORTH AMERICAN GREEN S-150" ' UNDISTURBED - ~ - - ~ ~i _ N
APPROVED EQUAL OUTLET GRADE ~ o0 _ _ -
5 FT. - DITCH LINER Z U z - z --"NORTH AMERICAN
#57 WASHED STONE MIN. _ GREEN" S-150 " 6 GRAVEL BERM..
~;r N E T 1800 CU FT. ACRE ~ , „ 1.5 FT. . . SPREADER (SEE PLAN OR EQUAL ~ a
NATURAL VOLUME OF BASIN ~ ~~<<,`~ fit.., SYNTHETI , 5 FT. MAX. C EXCAVATE 8"x8" TRENCH UPSLOPE ALONG LINE FOR LENGTH ~ SYNTHETIC OF POSTS. EXTEND FILTER FABRIC INTO TRENCH, )
GROUND ~ z a ~ ~ 1 FILTER FABR ~ ~ ~ t~~.r EXISTING OR PROPOSED BACKFILLED FILTER FABRIC SHALL BE" BACKFILL TRENCH AND COMPACT SOIL a BACKFILLED A MIN. OF 8 ~ U
a.r, GROUND rY°~ ~ r
EXCAVATED FILTER FABRIC RIP-RAP DISSIPATOR U"" _ _ vI
TRAP CLASS "B" RIPRAP PIPE OUTLET-
~Ow 2'± 1' MIN. NOTES• CROSS SECTI `"III ~1~'?,,~, . - ~ _ _ H - _ (~i
I I- _ COMPACTED AND 1, FILTER BARRIER H BRIERS SHALL BE INSPECTED 3. SEDIMENT DEPOSITS SHALL BE REMOVED _ W
'I j~i-, GRASSED BERM S S ALL E IMMEDIATELY AFTER EACH R AFTER EACH RAINFALL AND AFTER EACH STORM EVENT AND WHEN - ~
OVERFlLL 6" III=~!- DAILY DURING PROLONGED F FOR SETTLEMENT 6 =,111 REPAIR SHALL BE MADE AS 3 PROLONGED RAINFALL. DEPOSITS REACH APPROXIMATELY 1 3 W / -
DESIGN Eti1ERGENCY BY-PASS ~i -1~-,a .L BE MADE AS NECESSARY. HEIGHT OF BARRIER. - NOTE; LEVEL SPREADER ~ H SHALL BE CONSTRUCTED 'Z' ~
SETTLED 1" IN 6 BELOW SETTLED 2. FABRIC SHALL BE REPLACEI TOP 2 M Ta' 12" DITCH DEPTH IN 1 j ~_L BE REPLACED PROMPTLY 4. SILT FENCE INSTALLED AS NOTED ON PLANS - ALONG THE CONTOUR AND
ORIGINAL GROUND 12 11"~ IF FOUND TO BE IN DISREPA BE IN DISREPAIR. SHALL HAVE A WOVEN WIRE FABRIC BE THE SAME ELEVATION ~ REINFORCEMENT. " THOUGHOUT. ~
_ WEIR LENGTH i 1'`` III ~{II i~ I i- 'i_i u r i~~ ~ - 6 ,I ~ ilk I ~ ~i 6 GRAVEL Z m
_ ~~~-1 -III ~ y{~>{~• ~-II 1111. NATURAL III, Mlp?~UI,,'~~l~li'. ~ III-, 1 GROUND BERM W N
~r• I- 11- III ~ ~~f _IIJI ~ ELIMINATE ~ ~ _ _ ~ . ~ _ ~ _ E~(TEND FILTER FABRIC 2 M'• FOR P SPREADER ELIMINATE CURB SECTION Z
6 INTO BASIN BANK 0 EN FOR OPEN-THROAT TYPE OPENING UNDISTURBED 1~5~~i~ii
2:1 SID TYPE OPEP FILTER MAX E P .SLOE B~ BACK OF OUTLET Q~ ~ CURB P•,°°°.°.° A
FABRIC 3 FT. 1;1 SIDE X MIN. MAX, SLOPE Y N X ACCESS OPENING ' % ~
iv Y SOLID LID AND COVER I ~ ~ ~ ~ ~ i i ~i ~ I' i ~ i ° 1~ -iii ~~i= II ; p~;o~ d~ i .iii n ~ I ~>k~. ~ 7
STONE SECTION T I N DI T i. lilt- N O ~ ~ _I FILTER ~ i ~ ~ ~ U 8u~ w
aw N ~ • o ~ 3' MIN. FABRIC °
DRAT AGE AREA WEIR LE GT~I OU1 ACRES) (FT. PIPI :s~o a OUTLET ' 3 •o~, ~ PIPE = 8 ONRY '-MIN. %~c~°°••d
SOLID LID ANO COVER 1 4.o PLAN ~ NIT vUi STEb ALL O,y PLAN
2 6.0 , wo
3 8,0 IN TA - 4 10.0 S LL FILTER N - E D _ E D A L
5 12.0 FABRIC AND 6' ~ STONE r,_ ~ ~ w m ~ : z ~ ~ - ~ SEE SCHEDULE FOR PIPE SIZES NOT TO SCALE
DIMENSIONS SHOWN ARE MINIMUM `Ir ' ~ ~ ~ ~ '~r ~ SECTION X-X
6 ~ 8 ;,sl ' z TYP. " 'Q YP. -
CATCH BASIN ~ " ~ ~~s,,'" " ~1~` u~~ z
T r~ ~ ~a, W P I ET ~a , " " o J
4 ~ 1 4 ~ OUTLET
~z _ co ~
SECTOOP SECTION Y-Y
Q
U
PLAN GENERAL NOTES: 'ES: 2
MORTAR JOINTS 1/2" - 1/8 TS 1/2" - 1/8" THICK
FILTER FABRIC ATTACHED ALL CONCRETE TO BE 3600 TO 19 GA. HARDWARE CLOTH THE POURING OF FLOOR SLA E TO BE 3600 PSI - 28 DAY DESIGN LL
CIRCULAR SEDIMENT BASIN SCHEDULE , OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. 0 ASINS OVER 3'-0" IN DEPTH SHALL BE PROVIDED W1TH STEPS 16` ON CENTER.
2" STEEL ANGLE ALL CATCH BASINS OVER 3• CSB No, BOTTOM TOP DEPTH (FT) STORAGE PROVD (.U FT SET 16" INTO GROUND 1'-0" ON CENTERS. STEPS ( ) JTERS. STEPS SHALL BE IN ACCORDANCE WITH STEP DETAIL, z
CONCRETE BRICK MAY BE U'. 1 9' 21' 3' 615 » N0. 57 WASHED STONE JUMBO BRICK WILL BE PER I 'ICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
8 M FOR 8'-0" IN HEIGHT OR LE: WILL BE PERMITTED. . W HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12 _J
2" ` GROUND WALL TO 6'-0" FROM TOP 0 FROM TOP OF WALL, AND 8" FOR THE REMAINING 6'-0". J
EXCAVATED AREA AS REQUIRED OPENING FOR FRAME AND GRA - ~ ,iii- _ TE DETi ALL PIPE IN STORM DRAIN S' .ND GRATE DETAIL SEE STANDARD DETAILS.
HARDpWARE CLOiN FILTER FABRIC C.ATGH BASIN INSIDE WALL, GROUTED AND STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN 1MTH THE GROUTED AND BRUSHED SMOOTH.
TI~CK~D INTO PRECAST CATCH BASINS MAl CH BASINS MAY BE USED WITH APPROVAL BY ENGINEER.
2 8x8 TRENCH ~ 18" AND BACKFILLED ~;i 2 W
ill _'_iii' I 1 DITCH ' ~ SECTION _,l~i:=~ h-
Ili-i11~ 1,,~, _ ~ ~ - Q
~i~~ 1~ 11 ~1 1,11 - AT ~ I ~ A i N 1 - P
Ali _.,i,-~:~~, ~ _:,I~I ~ ~~~,II~ :I~ ,,;I 111 i EP HOLE -
Tlll~i II--{II~ ii~,, ~ - ACCUMULATED ACCUMULATED ~,I ~l 111_II~ ~ FOR DEWATERING ~ SEDIMENT NOTES:
SEDIMENT iii ii',l! EXISTING ROAD 1 ~i I , 1. ATTACH WIRE AND FABRIC TO POSTS ON OUTSIDE OF FENCE 10' 4' 36' MINIMUM Q
- WITH APPROVED FASTENERS.
EXCAVATED DEPTH = MIN, 1 - MAX. 2 2. FILTERS SHALL BE INSPECTED AFTER EVERY RAIN AND REPAIRED 6"
BELOtiM TOP OF INLET AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED A _ OF BARRIER. FTER DEPOSITS REACH 1/3 HEIGHT 6" HUMP TO [
~ FROM EXI #57 WASHED STONE PIPE 6" HUMP TO DIVERT RUNOFF FROM EXISTING ROAD
I I
M UI I
AI T E P _ E RECA T P S ONCR T LA C EE N MANHOLE OR DROP INLET of o~ J II
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION OooU II
FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. c ~ ~o~'Q o N o 3 ~
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED, o~ Q~ - ~ Z } U W W O ~1~,
EX AV ATE D D R P INLE P R T T I e- -i~-' I o~ m~55 2 •~j~~.'j •;~QOj_~~
2, SEDIMENT WILL BE REMOVED FROM TH E SEDIMENT TRAPS AFTER EACH RAINFALL EVENT. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. a ~ ~ W m ~ ~ Y- I , ~ til Z Z f..: U`
-i v `1~'~ .~s ,~l J C~ p C~ ~ ~
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 La FEET DEEP AT THE FENCE, THE SEDIMENT FENCE 1MLL BE REPAIRED AS NECESSARY TO MAINTAIN 1"~ {,labs _-;rt~ ~ ~ ~ Q Q U W Q W O 00
A BARRIER. 1-~~~~: 1 ~ , t. i .1~~~~. y,1 ~ ~ A"r°,~ ~tti, ~~UI~U~U i . _r' _ ~ _ ~ i i ,~`Y .~y`~P~t~l ~y
i ,r>-,~ !.U-, ~ is I~ -~t, ~ ~ • ~~r1.
4, ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSA AN 6" HUMP TO DI RY, D MULCHED ACCORDING TO .~K ,~,,._L ~ ~ ~ ~ 6" HUMP TO DIVERT RUNOFF 1 ~ ~~r~,r~ h r Yf~ ~ 6
SPECIFICATIONS IN THE SEEDING SPECIFICATION TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. FROM EXISTING ~-r,. , ~ ~ ~ ~ ~ , FROM EXI T1N ~ ~ ' S G ROAD ~ , , ~ ~ x~'
2"-3" COARSE AGGREGATE ~ ^ ,
I 3xD D W=D+La (RAILROAD BALLAST) 0
- CLASS A OR B NOTES: EROSION CONTROL STONE DIES;
~f' 1. A STABILIZED D =PIPE DIA, IN INCHES ~~~'~i" _ ~ T A A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
R FFIC WILL T = 18 » CLASS 8 RIPRAP FILTER FABRIC , 24" MAX, FROM AN EX TRAFFIC WILL BE ENTERING OR LEANNG A CONSTRUCTION SITE TO OR
12 WHEN INSTALLED ~ ~ ~ ~ 4,,•, AT CENTER I CONJUNCTI N WITH ~ _t,,~ ~ ; r r`,;: " 2. STONE TO BE FROM AN EXISTING ROAD. STONE TO BE 2-3 INCH WASHED STONE RAILROAD BLAST.
FILTER FABRIC A SEE PLANS B 3. THE ENTRAN( D FINAL GRADE - PREVENT TRH THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
r - SECTION A-A OR EXISTING PREVENT TRACKING OR FLOWING OR SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING \
WITH ADDITI C WITH ADDITIONAL STONE AS CONDI110NS DEMAND AND REPAIR AND/OR
T CLEANOUT OI CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMEN' STONE CHECK DAM: , STREETS MU, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
STONE SHOULD BE PLACED OVER THE CHANNEL BANKS TO KEEP WATER A 5. WHEN NECES`. FILTER FABRIC FROM AROUND THE DAM. L =THE DISTANCE SUCH THAT POINTS 1.5' WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO EN A AND B ARE EQUAL ELEVATION 9" MIN MIN. IT SHALL BE PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED,
~ WHICH DRAIN IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
RI THE FOLLOWING CRITERIA SHOULD BE USED WHEN _ ,~~~~,~~r'- PR DE I I AP SGNN A AT G CH PIPE E • T CK DAM. LE T 3 ~;~:_....-h~ -ENSURE THAT THE DRAINAGE AREA ABOVE THE CHECK DAM DOES NOT
.,rte; EXCEED 2 ACRES. ~ ' Z D
RIPRAP APRON SIZING -KEEP THE MAXIMUM HEIGHT AT 2 FT AT THE CENTER OF THE DAM FILTER FABRIC -KEEP THE CENTER FO THE CHECK DAM AT LEAST 9 INCHES LOWER THAN -
OUTLET PIPE DIAMETER APRON LENGTH APRON WIDTH THE OUTER EDGES AT NATURAL GROUND ELEVATION,
3 x Do RIPRAP -KEEP TH I No. (Da) (La) (W=Do+La) d50 THICKNESS - E S DE SLOPES OF THE DAM AT 2:1 OR FLATTER A
) STABILIZE OVERFLOW AREAS ai nNr. TuF cuetiti~i rn pCCICT r~~cinr,i
~ v I V I\LlIV I LI\VJI UI~ x OUT 1, PIPES 1,2,3 18", 15" 4.5' 6' 10.5' CAUSED BY CHECK DAMS FACE VIEW
x CLASS A 12 x SWALE H
x
x OUT 2 24" 6' 12' 18' CLASS 1 36' SHEET
x RIP R x AP CHECK M SWALE A 6 9' 13.5' CLASS B 18'
3 TEMP. DRAIN 18' 4.5' 15' 19.5' CLASS 2 36' 0
J D8
NO. -DATE- I BY REVISION DESCRIPTION

~W~
DRAINAGE EROSION CONTROL LEGEND N
U°
LINE TABLE CURVE TABLE • • • • • PROPERTY /ROW LINE z~ N
LINE LENGTH BEARING CURVE LENGTH RADIUS X11 M ~L ~
TBM: TOP OF ALUMINUM R/W 00 ® ~ N
-1D70 ~ • • • • • EXISTING CONTOURS L1 60.26 N68'22'21"E C1 226.44 1160.02 MONUMENT EL=956.17 ~ ~ N: 740781.37 p
E: 1382474.86 ~P x
• • • • • PROPOSED CONTOURS C2 317.66 486.17 ~ R .a \ ,ON _ BRADFORD PR O
C3 38.13 305.04 OPERTY ~ / V Z ~ ~ o
3 • • • • • RIP-RAP DISSIPATOR ~y ~T _ ~ ~ N
.~iABILIZED ~y _`1l
- - - - • • • • • DRAIN LINE (SEE PLANS) CONSTRUCTION U z . ~ z z
ENTRANCE / ~
? • • • • • CATCH BASIN YARD INLET ` / PROPOSE PI Q PE GATE ~ - o P ~x
SEE DETAIL ~ ( THIS, SHEET 0 - / _ _ _ ~ o _ _ -
• PERMANENT SWALE ~ ~o ~
- ~ ~ • . , • PERMpNE~JT ~ o ~ ~ -q - t ~ eP
PROTECTIVE DRAINAGE STRUCTURE ! I - ;~~DISSIPATdR 7' ' ~ l ' / - -
X ~ . ~
• • • • • CIRCULAR SEDIMENT BASIN TST-g : 5
ADDITIONAL CLEARING AREA . . / ~
(APPROX. 50 FROM E.O.P. ~ , ~ ~ ' TEMPORARY DIVERSION DITCH , ~ ~ ~ ~ ~i X ~ W
BRUSH AND TREES TO BE / N ~ ~ ~ ~ ~ a • W
REMOVED, EXISTING GROUND ` / R35 . • ~ tiH I I ~ - ~
• • • • • LIMITS OF CONSTRUCTION COVER TO REMAIN ' ~ TYP. Q ( ) : ~ ~ / ~ ~ I SWALE J
: ~ ~~u TST ~ ; ~ ~ : EI ~ ~WAL ~
TEMPORARY SEDIMENT TRAP ~ ~ ~ ~ ~ '•r' - • ~ ~ ~ ~ ~m ~ ~ N
LIMITS OF CONSTRUCTION : : W
RCD • ~ APPROX. 6.72 ACRES ~ :SWALE G ROCK CHECK DAM y j
(TOTAL AREA 1 AND AREA 2 ~ 2~ } I
: ~ C2 I 1 ~~~Uiiiri ~ ~ ~,.i ~ ~ ~
SWALE ~H . : ~ ~ P a..<, SWALE ~H ~ DUKE POWER CO. ~ ~~a~°°
SHARON ACCESS ~ ~ ~'e ~~P~ 0 .o ~
: : ~ : ~ 40 LF 15 RCP ©0.5~ ~ ~ ' i ` AREA' ' ~ ; chg. ~ .r ~ _Q•v, aN o
• - ~ ~ - ~UoN w ° _ N. , 740630.7 ' ~ =
N = X30.5 ~ L ~ ~ ~ INV. OUT.. = 930:3 - ~ I ~ \ ~ °o d I ~ ~ ~
. : - 1 ~ ~ ~ ~c E: 1382296.15 ~ , ~ aoa,,,..o , ~ l o 1 I N ,
. a i I ~'rUrni I 1
: L - i , , i.
SW E F PROPOSED 12 PAVEMENT- ~ / ~ ~ ~ I ~ f ~
_ SEE DETAIL THIS SHEET ( - t ~ ~ 1 ~ ~ 1 I ! 1
` PROR SED BE M R ~ , b WI E TOP MIN. ~ I,
N
N ~ 4' HIG ITH : ~ / o ~ W 3; ~ I J
_ clpE S OPES : ~ ~ _ o
~ ' / ~
- - - - - : / - - Q ~ ,
~ / I ~ I ~ iI , _ : L : U
I I : t- ~ ~ - - - _ Z
I I ~ ~ , o : o ~ ~ E-
' I I I LL
/ i . - i ~ IL_WA TE AR ~ 1 , a ~ ~ -I~~. _ o ~i ~ 1 i aC
- I ~ o - . r ~ ~ / J z
P~- _ _ i W
: 5 ~ - _ ~ 0 koo / / ; GERMAN ~ o • SILT FENCE ~I
ENT ~ J I P. ~N
D15SIPATOR 6 / /
~ ''l,~ p (n
TST- 7 - ~ ~ ~ W
~ i o
i / Q
/ i ~ 0 ~ \ _ - ~
~ ~
- ~
f/ _ 0
00
~ \ \ ~ ~i \ , x , TEMPORARY BERM - RAIS E 'M -RAISE ~
\\v ~i i i 0 A ND MA INTA F.. ~ 0 ~ , IN AS WORK PI S WORK PROGR
J \ I ESSES
A v ~ - - ~ ~ ~ ~ , ~ D \
s~ ~ ~ ~ ~ ~ ~
- 6 - , I I UI I
18 TEMPORARY of I
TEMPORARY i SLOPE DRAIN O M J I I O o o ~ I I
DISSIPATOR 8 W - T O ~ Q ~ N o 3
_ _ i ~ ,zj.-~ww
W - _ _ N D z - _ G. ~ ~ m W W
_ A E E i ~ T . N I ~Q~j_D!o! N O ~ w m
R ~P L N AR EA 2 - 41 41 12' 1 1 z ..w~ z~ 3 .EA 4 2 4 ~~_o_cn o
_ _ ~ ~ sCA LE. 1 - 30 DITCH SHOULDER PAVEMENT F{ OQUWQWO ~ S OULDER DITCH ~ o~ o U o U
1- - - ,I - - , U
ENAMEL COATED 12 GAUGE STEEL 1
- ' SIGN LABELED "AUTHORIZED CGT
PERSONNEL ONLY" IN 3" HIGH 11 p 1 FT 1 4 FT ~
- RED LETTERS ON A WHITE BACKGROUND ~ ~ ~ 4~ 2.
- - I ~ ~ ' ~ e n 4;1
~ ~ 20 -0
n i / ~ 1 2 STEEL ROD 4 O.D. GALV. 2° I-2 ASPHALT
~ ~ ~ ~ ~ ' ~ W PIPE RAI ELDED HANDLE L
- 3" O.D. GALV. i , FINISH GRADE 8" COMPACTED
PIPE SUPPORT BAR ABC
U TEMPORARY DITCH LINER 6 ~ ~ . I,N T p
' , ~ OR H AMERICAN GR - I I ~ EEN S 150
' ~ 6" ~ O.D. GATE POST ~ OR APPROVED EQUAL I ~ c I
3 -O ' ; (TYP. i - -E I I - ~ (TYPICAL ALL WALES) - _ g
i i i ~ ~ _
-i ~ ~ ~ _45' 11 8 COMPACT ` ASPHALT PAVEMENT ED
- ~ ABC -
Ii ~i ~ - ~ ~ t ~ -
2 1 4"x2" " " O / x2 STEEL 3 -O MIN. 11 PI E A 6 . , T N
PLATES WELDED W ITH (TYP.) , ; . ~ , NO r - p SCALE
1 2" HOLE FOR P / ADLOCK - 8 ,
4000 PSI
CONCRETE ~
x x NOTE: (TYP.) 3" MIN. TONE BASE
x 1. ALL WELDS CONTINUOUS 1 -g STANDING CONCRETE CURB DETAIL
x & SOLID, MIN. STAN[ NO SCALE SHEET
h GRIND SMOOTH TYP, PIPE T ) AI 2. ALL GATE MATERIALS SHALL BE
HOT- NO S DIPPED GALVANIZED CALF
AFTER FABRICATION. 0
J C5
NO. DATE BY REVISION DESCRIPTION

DRAINAGE EROSION CONTROL LEG N ED ~W~
N
• • • • • PROPERTY /ROW LINE - U° N
LINE TABLE CURVE 1 CURVE TABLE N
- - - • • • • • EXISTING CONTOURS LINE - ~m .
LENGTH BEARING CURVE LEND _ LENGTH RADIUS z N
• • • • • PROPOSED CONTOURS ` L1 10.00 N80'30'S7"E C1 66.2 N ~ ~v 66.29 136.90
~ L2 wx
N ~ I ~ 40.00 N19 06 07 W C2 157.1 • • • • • RIP-RAP DISSIPATOR 157.18 113.20 a
i C3 132.6; i \ 132.63 399.02 ADDITIONAL CLEARING AREA
• • • • • DRAIN LINE (SEE PLANS) ~ ' ~ C4 192.5; H o APPROX. 50' FROM E. P Z `0 ( 0. ~ 192.53 970.77 N
i~, ~ ~ C5 117.5 BRUSH AND TREES TO BE
? • • • • • CATCH BASIN YARD INLET ~ 117.54 487.02 RE r Z+ U MOVED, EXISTING GROUND PERM,-ANENT Z
/ 1 1 C6 134.3•, COV c, ~ . 134.37 295.86 ER TO REMAIN (TYP.) DI,,~IPATOR 5
- • • • • • PERMANENT SWALE ~ ' ~ - , TST ~ 6
PERMANENT i , _ , 0 _ - ~I
1 l A • • • • PROTECTIVE DRAINAGE STRUCTURE DISSIPATOR 4 ~ ~ ~ - - ~ ~ 50 LF 15 RCP .5% . ~ ~ ~ - - - - p~ U
~ INV. IN = 905.8 TST-5 ~ ~ y ~
~ ~ CIRCULAR SEDIMENT BASIN ~ INV.. OUT - 905.5 ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 ,
1 ~ ~ - - ~ ~
_ ~ _
. ~ • • • • • TEMPORARY DIVERSION DITCH 100' LONG PERMANENT ,,,ice ~ 1 1~ ~1~ ;f 1 l ~ ~
LEV P _ ~ ~ EL S READER (S -
- ~ , • • • • LIMITS OF CONSTRUCTION DETAIL SHEET, D8 - ~ ~ ~ ~ ' wa ~ - _ ~ ~ ~
, , _ X~__ ST ~~+oo R CURB - - ~a
• ~ ,~TSTT3 ~ • • • • • TEMPORARY SEDIMENT TRAP LEVEL SREADER ~ ~ , ~ oo ai . r., ~ STA. 1 +90 , ,
_ ~ ~ , ' ~ ~ C6 ~ U°`
~ ,OVERFLOW SWA ~ ~ ~ ' ; ~ ; ~ ~ _ _ 00- ~ ~ ~ ~ ~ ~ , LE _ OUT 2 / ~ ~
Rc~ • • • • • ROCK CHECK DAM WITH DITCH L ER ; ! ~ ! PERMAN T ~ ~ ~ r <r~ ~ • ~ , ~ ~ i ~ ~ k.-100 k~ t (1,.' SVV W ~
~ ~ NORTH AME AN ~ ~ TAT-2 x ~ I ~ ~ ~ ~ C DISSIPA R~~ 2 ~ ~ - ~ //y / ltr'S I ~ 8 ~1 I i ~ ~ ; _ ' 4v It') r ro . SW C ao V
GREEN s-1 0 ~ ~ , , , , ~ r~~ r rr 1 ~ - ~ ~ so~~ ~ ,,~u ~ ~ ~
_
' . ~ ~ ~ i ~ s i i .r 1 I ~I \ 4~0 / / ' , • ' PERMANENT ` . r ~ I I ~ ~ , _ - ~ ~ ~ / ~ rr ~ ;
~ r it ,i ~ ~ DISSIf ATOR; 1~ i ~ I 1 ~ ~ ,poi d° N ~ ~ ~ ° O , •
/r~ ~ 8` ~ / ° ~ ~ ~ -U.tn w
l ~ r i i C 4 r ~ 111 ~ ~ ~ ° ° °l.~ N ° _i ~ °eo a°
~ ~ ~ III ~ i ~ ~ ' ~ ~ 35 LF 15 RCP _ %d' °°d°°°
, , ~ C1~ ' ~ ~ ~ SMART CURB ~ %o
:I ~ ~ ~ ~ ~ ~ ~3 ~ I i ~ ~ ~ - _ _ INV. IN = 919.1- - ~r ~,,N END OF DRIVEWAY ~ - ~ _ - INV. 0UT_ = 918.9
, ~ ~ ~ ( ~ ~ ~ ~J ~ ~ ~ ~ -
~ ~ ~ I ~ ~ i - PROP OSED 12 PAVEMENT j -
,lt 0 1 5 1 ( i I ~ I ~,i 1 ! ~ _ I , (SEE DETAIL SHEET_C5
~ ~ ~ i ~ ~ ~ I ~li' ~ ~ I ~ i % ~ j ~ 0 ,
~ 1 ~ ~ ~ I , I I ~ i i ~ / _
i ~ ~ ~ ~ i 1 ~ ~ ~ ~ l ~ ~ - - _ - _ - J ~ ~ ~ Q
~ ~ i n
~ ~ ~ ~j ~ ~ i - / ~ 1 ~ ~ ~ r i~~ - - - - ~ p
i ~ - ~ ~ \ ~ ! ~ i i PROVIDE F~.AP ALVE i _ ~ - Q
~ ~ ~ j ~ ~ I ~ Oh,J 24 DIP DR N ~ , - ,
\ 1 i' i ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ • ~ ~ ~ ~ ~ LINE I \ 1 ~ ~i~ ~ I ~ ~ _ U 1 - J
\ ~ ~ I 1 I~ ~ ~ i• ~ ~ , - ~ _ - - - I
1 ~ ~ ~ ~ ~ n? A 3b LF; 24 D.I.P / 1 I\ ' ~ ~ ;li ~ ~ k -
1 I ~ `1 i~ ~ ~i. ~ ~ ~ ~ ~ ~ i~ ~ ,r ~ (,SEE „ JEET C1 l i 'L.IMITS -0F - k CONSTRUC110N
,1 ~ I ~ I 1~ I - _ ~ ~ APPROX: 6.72 ACRES
1 ~ ~ ~ 1 ~ ~ Z ~ ~ Q , (TOTAL AREA ~ .AND: AREA 2
~ ( _ ~ ~ Jr ~ _ _ ~ ~ -
Q p ~ ~I ~1 ~ p ` l ~ A _ ~ ~ k _ W
t ~ ~ ~ ~ ~ J ~ ~ ~ - J
SIT td E + / ~ 1 ~ / ~ , , _ _ \ ~ \ ~ 1 i ~ - - - -
TYP. ~ ~ I ~ I / / _ - : ~ ) I 1 - ~ , I ~ I _ _ - , (n
~ ~ ,I ~ ~ ~ ~ i I I I r - I Ir jII,
i I I~ ~ I i ~ ~ I ~ ~ 1 ~ ~ 1 i ~ I ~ I' i n 1 l I I _ l. ~ W I ~ - ~ } ~ ~ PERMANENT - , - 1 - I-
~ I I ~ \ , I I i i I I i ~ 1 I ~ ~ i_ ~I G DISSIPATC~ S J ~
E~ - - ~ - , E-
~ ~ i ~ W~ ~ ~ r - _ ~4 ~ , TS 4 - T-
l CSB 1 I CONTRACTOR SHALL.. _ _ LL
i ~ ~ ~ ~ ~ i, I ~ I ~ - - NOT GRADE WITF-IN
~ ~ ` 20' OF TOWER LEGS -
~ CB 1 i
` ~ PROPOSED RET IN - s I--
~ ~ G ~ ~ ~ _ , WALL - - U
-
i ~
~ » 1 _ n 8 CONCRETE LBW/#4
i I ~ 1 0 ' I c.>I
` I I REBA'R 12 O.C. ACH WAY y cal I PIPE SCHEDULE o of I
_ ~ ~1 i , ~ - 0 0 0 I I
` X ~ fir/ _ - - LOCATION PIPE ~ o Q ~ N O 3 3
~ 1 ~ ~ ~ ~ ~ PROPOSED ,o ~ Z j- U w w FROM TO REMARKS o m ~ S >
1 ~ PUMP STATION z. - L (ft) SIZE (m) TYPE n ~ cn w S „ w ..~¢o~~~
~ _ - - - 1 - - ~ o~..wm CB 1 OUT 1 145 18 HDPE 0.01 z w z z ~ ~
Z - _ - ~ ~ - - 2 .55 w ~ o 0 o cn 3
~ ~ i ` ~ y - _ - / / y m~Q~no~nz o CB5 CB4 12 24 oo~wQwo ~
~ ~ / _ ` _ ~ O 1 ~ - HDPE 0.012 ,5 ~ o ~ o ~ ~
~ ` ~ ~ ~ _ ~ ~ • \ ~ ~ 1' ~ ~n \ CB 4 CB 2 146 24 HDPE _ 0.012
' D ~ ~ ' ~ ~ , ~i ~f ~ ~ 10.51
~ ~Tp _ L,f~l ~ ~ i1 ~1 ~ 1 CB 3 CB 2 24 18 HDPE 0.01 2 2.00
J
ALL D'1S R ED S OR , ~ ~ ~ _ ~ ~ c ~ / / , ~ B H E LINE SHALL -1 ~ ~ ~ CB 2 OUT 2 28 24 HDPE 0.01 2 10.07
BE STABLIZEq ~`I~ ACCORDANCE ~ ~ r
WITH NAIL QN .SHE T~, D6 ~ ~ ~ r'k~X ~ ~ - X~`/' - - Z ~
- , ~ , ~ - , CATCH BASIN SCHEDULE
\ , ~ _ .
_ ~ - ~ ~ ~ TBU: TbP OF #5 ' _p ~ ~ _ ~ ELEVATIONS
` 'EL=838.00 - 2
~ ~ STRUCTURE REMARKS RIM/FLOW LINE INVERT IN IN
- 2 Cn VERT OUT
CB 1 859.50 852.50' »
852.40 8 drains (in)
TEMPORARY B - ERM RAISE OUT1 81 '
AND MAINTAIN AS WORK 5 .60
PROGRESSES CB 5 884.00' 880.00' 87 9.90 4 x 4 structure
CB 4 884.00' 879.84' 879.74
CB 3 868.40'
864.40
NOTE: CB 2 868.40' 863.92' 8 '
CONTRACTOR SHALL SET TWO CONCRETE SURVEY C ONTROL 63.82 864.4 mv, m (CB4)
1A(lAll IA/C~ITC T/~ I IC A AI Cyr A i r~ iri I.1 A TI u ~ ~ ~ ~n . . . ni~T n
X Livia iv IV1CFiIV JGH LCVCL UHIUM NNU NVKIF'I l;AttULINA I vu i 861.00' - SHEET
X GRID COORDINATES. MONUMENTS SHALL BE SET BY A SURVEYOR GRADING/ DRAINAGE/ EROSION
X LICENSED IN THE STATE OF NORTH CAROLINA. LOCATION OF
MONUMENTS SHALL BE APPROVED BY THE ENGINEERING PRIOR TO CONTROL PLAN- AREA 1 NOTE: ALL CATCH BASINS TO HAVE SOLID TOPS
v, INSTALLATION. MONUMENTS SHALL BE SET FOLLOWING CLEARING, SCALE: 1"= 30' WITH OPEN THROAT TYPE OPENING AT CURB C4
o AND PRIOR TO FACILITY LAYOUT.
_1
NO. DATE BY REVISION DESCRIPTION

PLA N ~W~ N
EDGE OF WATER AT SCALE: 1"= 10' I O UN
TIME OF SURV ` ~ ~ EY Z
r ~ SEE SHEET C4 _ N j _ m -
_ r, FpR GRADING AN D
1 i ~ N I EROSIpN CONTROL.. PLAN ~ ~
o I
.fir o I I ~ ~ i i i wx o ,a i _
3 o I I ~ J I ~ p ~ ~ ~ ~ ~ i ~ ~,tP' I ~ _ -
o ~ RO~OS ~ ~ cA , ~ , ~ D LEON RETE ~ , , , ~ PR POS D 3r~ ~ C Q ~ , 0 ~ ~
~ ~ oll,,~, rn ANCHOR TY~PIC L SE STE L ItJTAKE TUBE ~ o ~ ~ ~ 1 00 ~ I F..~ N
~ ' STRUCTURAL, DR UJING ~ ~ ~ I I . i ~i TY ICAL OF I A~ Uy
I i I I I I ~ i I i i t ~ ~ ~ i f-i
1 0 i ~ i - ~I I ~ I _ '
~ ~ ~ ~ ~ I 'I ' ~ ~ ~ oo I ~ ! o ~ ~ I ~ Q~
/ ~ ~ ~ ~ ~ ~ ~ ' ~ N I ( , ~ 11 1 a ~
- ~ ~f ~ = I I - - r ~ , - - 90' (TYPICAL) r~ U v1
- ~ ~ , ; • ~ ~
~ ~ t ~ ' I ~ ~ ~ i I ~ ~ - i , , t ~ -
_ ~ _ - l ~
- I I - ~ ~ E--~ PROPOSED PUMP ST N
~ ~ I i ~ i i,~•
i ~ ~ ~ ~ i I ~3 o SEE SHEET M1 FOF~ PUMP- w a
_ - ~ i - STATION PIPING LAYOUT ~ w H
~ i ~ ~ i i ~ ; ~ P i Z~
1 i ~ ~ I , - ~
~ i.
I _ zm
0+00 ~ I ~ ~ ~ ~ ~ I 0+~0 0+40 0+t~0 ~ i ~ I 1 r ~ ~ +80 1 00 +20 +40 ~ ~ ! ; ; N 13~-0" ~ ~ ~
i ~ ~ 1+60 `1+80 i I I I I ~ ~ ~ I -i - ~ _ ~~'1+80 2 00 ~ ~2+20 +40 2+60 2+80 3+00
r j i - I i I - ~f ~ r - I T I : I ~ T ~ ~u i ~ i
i ' ~ ~ ~ _ ~ aP q
i , ~ ~ I ~ i , ~ ; ~ ~ 'I - - ~ - - . vo P ee
- i ~ ~ - i y o~ d~ ~ ~.r
~ f I I ~ ~ ~I
O i ~ f ~ _ ~ N ° . _ ;yoWo o~
~ ~ ~ ~ I ~ Q I l I ~ ~ ~ °°eb d, d
~ ! PROP ED ~4"~ WELDED! STE L AI LINE I ~ ~ ' f ~ ~ ~ N ,,rl~
~ ~ ~ ~ , ! , ~ ~ PR POSED BODY i ~ (1'YPI AL OF 1 PER SCE~EEN FOR A TOTA ~ OF 6 ~ m _ _ _
4 ~ (YPIC L OF~6) ~ ! I ~ i Ai ~ i 1 f ~ ~ ~ ~
1 ~ ~ i ~ ~ i,
PROpOSEQ 33 X~ -2 ~~LONG ~ I ~ ~ ~ i ~ ~ ~ I t STA NLES~ STE L IN1fAKE iSCREEN I ~ ~ ~ ~ ; ~ . ~ i
I ~ ~ ~ ~ WITH 0.125 SOT OPENING I i I 0 Q
~ ~ ~ ~ I ~ TYPICAL OF SEEI DETAIL ~ i ~ ~ ~ ~ ~ ~ . ~ z_
I ~ ) ~ ~ ~ ~ ~ \ SHEET D~ ~ ~ ~ ~i J
i i v I ( ~ I ~ ~ X ~ Q
i ~ ~ 0 ~ . Op ~ 0 - ~ -
I i ~ ~ G I ~ ~I ~ ~ i ( i 0 Q
I I ~ 1 I ~ ~ j U
i ~ I I ~ ~ ~ O ~ - I i i i I I ~ ~ ~
y ~ i ~ , , ~ ~ ~ 1 ~ ~
~ i o ~ i TBM; TOP OF 5 REBAR f
~ ~ # ~ O ~ o s o ~ N _ ~ FOC F~ ~s C~ p o
1 ~ o ~ o ~ ~ EL - 838.p0 P( I . O , ~ ~ ; 0 Q ~ Np Q
o N0. DATE ~ BY REVISIO _ N DESCRIPTION Z
P F ILA,
- _ - - - W J
SCALE: HORIZ. 1''~= 10'
VERT. 1 10'
W
- _ E- - Q
PRO OSED UMP ST TION ~
- - - - _ _ - I 0 SEE SHEET 2-FOR I:MP -
870 TATION SECTION
- 870 - U
- - _ - _ _ - -'F -864,Q0- - - - -
XISTING GR UND - 860 UND ~ - I I
U I I
PROTEC IVE BOUY T PICAL OF BODY 860 0l I o J I I
SHALL E 9" DIA. TH 36" EX OSURE, FINISHE GRADE - - 1E oooU I I ~o~Q
CONSTR COED O>`U RESISTAN -ABS PLQS IC, - _ - - - - _ - - O N O U 3 W - - _ Z W
LABEL " AN - - - ED D GER- EEP OUT TH STAINL SS ~C 850 TEEL_M 0&1NG_EYE Ju TAIN _ PLA E RIP RAP, CLASS 1 IN AREA OVE O>- m~55
D_ 5 LES ~ Q D W ~ . ~ W ~
STEEL C BLE SECURED TO PRE AST CONCR TE ~ AROtJN~ OPOSE ~TU8E5 - - 850 0 Z m Z
ANCHOR WIT MINIMUM 2 DEPTH 0 ER TUBES, - DOW TO AN EL NATION OF 823 m~-Q~no~nz
O Q U W Q W O M
J PF PROPOEDI6"~X-5'_ _ _ - _ _ - ~o~oUOU U
840 ,}t~;~ LC LONG INT DUCTIL IRON F A IP
F PON ~ ~ F UL D88.1 ~.~„~~s,-~ ~ 840
- 2 -0 MIN. - - - - - - - _ - - _ ~
D P TH A PROXIMATE
830 E ISTING ~
MA DRAWDO N 828.1 830
- - - - - - 25~ _ _ - - - _ _ _ - - - - - - - - - - 190 _ LF, 0_ PROPOSED 36"~ X 0.5 " WAL { 0.5 "WALL TH CKNESS
STEEL INTA E TUBE WI H BUTT WE DED J( - JOINT _
8 TUBE SHAL . B P X 20 E E O Y COATED 0 INTERI D 0 INTERIOR
D__EX_TER 820
40 20 „ .5
PROPOSED 24 BUTTE FLY - - - - _ VALVE WIT FDA.-APP OVED- EL.-B 00 _ - . - -
OIL HYDR LIC ACTUA OR
810
STEEL OIL LINES TO I TAKE 810
TUBE TYP CAL OF 6
_ PIPE ND PUMP A SEMBLY_ S ALL _
HAVE ASTER AS EMBLIES AS - - _ - - ~
800 SHOW ON SHEET D4. ONE ER
PIP INT EL -798.00 FI ISH
G ADE PROPOSE CONCRETE 800
_ - - - - - - _ - - - -ANCHOR TYPICAL S E - _ _ - - - )
x „ PROPOS D 36" X 36" X 24" STRUCTURAL DRAWIN S
x 790 PROPOS D 330 X x FABRICATED STEEL EE SECTION
x 8'-2" LNG STAINLESS X WASHED STONE 0.5 THICK W/ 24» FLANGE 790 SHEET
x STEEL INTAKE SCRE N BEDDING
X WITH_0. 25"SLQL PROPOSED- SUBMERSIBLE -TURBINE -
- - - ~ OPENIN _~T OF ) c~ PUMP (TYP CAL OF 3) SEE DETAIL
3 SEES AIL SHEET 4 0 780 SHEET D7
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10
1+20 1+30 1+40 1+50 1+60 1+70 1+80 780 C3 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90
0+00

~W~ N
U° N
Z~ N
m r,
X ~ co E ISTING 30 z N
BUTTERFLY VA V P~ L E ~
. ~ x
TBM. TOP OF ALUMINUM R W L~~ ~ ~ a MONUMENT EL=956.17 /
9 0 N: 740781.37 / / o
E; 1382474.86 / / ~ Z ~
~ / ~ ~ N
N \ ~ z~
~ z z
i ~ i ~
~ - i 0
/ ~
/ a~ /
/ x / ~
/ / ~
/ ~
~
sIGN , 30 RAW WATER LINE - W
PHASE 1 (IN PLACE ~ W
EXISTING ST IN ~ i N EEL CAS G i z
i~
i i m ii c
~ i I
ii Z~ / ~ N
/ ~ I W R35' ~ ~
_ I , ~ i ii i ,~l~l i i ii
~ I 11111111 1 / ~ I \\1\\ !JI
PROPOSED 12' PAVED ROADWAY / I P
PER DETAIL SHEET C5 _
~ ° .Q^(A QN ~ Q~
r N =UjN W _ J
PROPOSED PIPE GATE ~ N iYooO o 0 PE GA ~ = ~
- R DET ~ R20 °°°d ~0 °0o°eoe°0 SHEET C5 ~ %,,N
W <<, ~ AIL SHEET C5 W i ~ _ ~
~ ~ ~ W ''1111
~
i/ ~ ° J
/ j
/ EXISTING SOIL Z Z Q Q \ ~
/ . ROAD r REMOVE 30 CAP U Z 30" CAP AND
J J J
~ CONNECT TO 30" ~T TO 30 PIPE , 0
WITH RESTRAINED :STRAINED JOINT ~-7 a ~
CONNECTION r ;TION ~ w > ~ Q
Q U

~ ~
e, 0
PROPERT` ~ ~ PROPERTY LINE ~ Z
~ w Y
Q ~ W
/i J
/ / z J 0 ~ -
/ / Q
/ z ~
~ / / ~~k W
PROPOSED 30" RESTRAINED C`
NT DIP RAW WATER LINE Q
WITH MIN, 5 -0 COVER f--
i
!L
o
4" U CORNER POSTS c
18" DIA. HELICAL STYLE
RAZOR WIRE ATTATCH I I - TO TOP RAIL PER 2 1 /2" LINE POSTS UI I
SCALE: 1 30' 10'-0" MAX. (TYP,) MANUFACTURERS UI I
RECOMMENDATIONS o J of I WELD ALL JOINTS p~ ~ U I I
FABRIC TO MATCH ~ O k1 Q 2" TOP RAIL THAT USED IN LINE OF FENCE PADLOCK HOLE o N O 3 ~
~ Z j= ~ W W
O ~ ~ 07 ~ W W
~ Q ~ } Q ~ O ~ W m
Z W Z Z F- 3
IW- Q - d ~ ~ ~ ~ ^ ' m Q Ul Z Q U W Q W O N
~ ~ D UJ D U W U U
8" MIN. LOW PERMABLE SOIL CAP UNIT N "~2" BRACE RAIL AT ALL, 2" ~ ~ `GATE CORNERS PULL
0.9 GAUGE WIF ITT -r....~,:...~:~:..: _ 2" MESH (TYP.) No.9 GAUGE WIRE AND END POSTS 2" MESH TYP.
ul__,II~!IIII -111_ III , ( )
III_=111 ~ y.: , III=1 I I . * - _ a •
- .I--1 A - _ - APP .III _ ROXIMATE LIMITS ' ; , , . 6'-0"
L. , Ill OF EXCAVATION '!f- STANDARD UNIT I~ . ~ , 3 " /8 TRUSS ROD (TYP.) WITH TURNBUCKLE
~h {II
1 i - 4" CAP I UN T " . ' 2) - 4 CAP UNITS OR • {9 6" O.D, GATE POST - ~ ~ . ~ , ~ , , ~ . .
z III , • 1) - 8 CAP UNIT 8" STANDARD
jl ~ UNIT ~ 24" f` - NI x • • REINFORCED SOIL U T DRAINAGE Fl ~ LL (3/4 ;ILI L. ~ 2 3/8" LINE POST': _ ~ ~ ~ ~ ~ ~ ,
. - _ CRUSHED ROCK OR STONE) w ~ . ~ RETAINED SOIL 'I
z
. . ~ 1 `I~ ~ o ~ • ~ ~ , ~I I " I i _ 1~1 11 ~,i~ I~~ ~II ,i~~,~ ~~1:=~1~ I ~~1~ _ ~1~~- ' ~ 111 ~ i ~1 t ~1 ,i i " ' -II I` , _ I X11 1I _ 1 i i~ ~ i 1 ~ _ - " ~ 111 I -I
= I~ .a.v ~ 32 0 ~ ~ I ~~111 III I'~1, ~ 1~1-~~' ~ ~-II1 -I .~~.i -I~I~ 11 III11}~11 it _~1~", Ir...~, I_II~I ~~I I~~ ~ 1 11_ Ill II I_~ I - ~1r .1r ~ ~ 11 _ _111 I ~I ~ , 1i1_, ~ ~ " 1 6 ~ 2 O.D. GALV, , ~ 1,
30~ COVERAGE WITH DRAINAGE ~ • '4 ~ , w COMPOSITE OR AGGREGA ~I ; ••r EXISTING GRADE ~I . I~I_.~Il 1 -11 5 B O.D. GALV. MIN I S ~ 1 _ _ i ~ / ~ : I_ TD. PIPE ~:a ' . ~_II , " '~1,~ ~ 111', srD. PIPE~III . • - ~ I~'~
_ ~ 11 , • GRID LENGTi~ ~ DRAIN SYSTEM I ~5 • ~~3-0 - ~l~'. MIN, '~~j~ ~ II` SEMI-SELF DRAINING ~
~ II I!~ - ~ ' ' I' FlNISHED GRADE ' j ~~1: ~ 1, ~5 ~1 _ ~ -1 ~ ` ~~1 „1 CENTER T II' . ~ " I ail' ~ 'S1 1 9 SOP a -3-6
~y~n ~ 1 III= ~ °~a~ r~ . ~lil ~ !n ~ ' - - 1~~,~ 1„ MIN, I~I MIN. ICI, 2" BOTTOM RAIL 11.- ~ "'',I~ ~ ~ i-- TYP.
11I ~ - - - I-' ~ -i ~i ~ 1~ - 5,., ~ ~ ~ _111 ~ ,I,I;~ _11 ~ 111-~ ~ , ~ 11-
III III IIC III ~ III Illiiill! II! '!I, Ili ~ s,~ N; iii ii, in i,, lir-: i, it III 111:111_ I~, i~~ -III, ~~II ~r ili III:- III -111--Iii III; 1, ~ , ' ~ ,1.1 ~ ; 2500 PSI a '
" ~ii,_li!-,iii-ili-iii _II! To of Wall Ste s 4 P ERFORATED PVC DRAINAGE =III~~~ 3" MIN. 1til 1 ~ .II "~iit~ CONCRETE 1 , ' I r _ - 9 X11„,~~ ,~1_ NOTE: u,,; 1~~
TILE (IF REQUIRED) UNREINFORCED CONCRETE MIN. END CORNE A ~~1'-9 3" MIN. R ND PULL POSTS MIN. (TYP.)
OR CRUSHED STONE FOUNDATION SOIL LEVELING PAD (T~'•) SHALL BE 2 7/8" DIAMETER (TYP,)
NOTES:
1. THIS DETAIL SHALL NOi eE uSFn FnR rnticmnrrinni ~T IAITCAil1['n T.,
JCU
Typical THE ENGINEER AS A GUIDELINE FOR PUTTING TOGETHER II LIVVLV CONSTRUCTION IV DL VDRAWINGS & x ST Reinforced Cut Wall STRUCTURAL CALCULATIONS WHICH WILL BE SIGNED, SEALED AND PROVIDED TO x Section X THE CONTRACTOR FOR CONSTRUCTION OF THE RETAINING WALLS. CHAIN LINK FENCE AND GATE DETAIL
X X
X X SHEET
x MODULAR
-CONCRETE 3 KEYSTONE, METROMONT, OR APPROVED EQUAL
.J
C2 NO. DATE BY REVISION DESCRIPTION

~W~
N U O
N i
z~ N m
zN
~v
wx .a
~

~ 1 z~ F-"I N
1 ~ Z U
I ~ N z
I ~
^ I 0
~ I a~
I~
I
~ \ I ~ ~ I t ~ m1~ SEE SHEET C4 FOR Z
DRAINAGE PIPING ~
W
i W
ii E~ P Z~ ROPOSED 12 WIDE
PROPOSED 20' WIDE X 6' ~ ~ BEGIN STANDING ? PAVED R ~ o J ~ ~ OADWAY ~$ko ~
HIGH CANTILEVER GATE ~ CONC ? ~ ~ ~ BETE CURB pp ~7+00 ~
WITH AUTOMATIC KEYPAD ~ PROPOSED 2" SCH t 1 ~ ~ Z m
/ OPERATOR ~1 ~ ~ 80 PVC FORCE MAIN ~ ~ W
~ ` WITH MIN. 36" COVER EXTEND 24" DIP INTO 5+00 / ~ app _ ~ ~
CATCH BASIN WITH 15 1 ~ ~ ,,u u
PROPOSED 30" RESTRAINED ~ ~ I\ \ FLAP VALVE , .
JOINT DIP RAW WATER LINE ~ PROPOSED KEYPAD / ~.a~ PROPOSED 30 RESTRAI ~ NED ~
1MTH MIN. 5'-0" COVER ~ OPERATOR FOR JOINT DIP RAW WATER L : oa°~.P INE ~ o o , p J 7
WITH MIN. 5-0 COVER ~ =Q°'~ Qo _Uocn w~
` AUTOMATIC GATE ,~koo BEGIN STANDi SEE SHEET C4 FOR - CONCRETE CU Zp19 ~ ~ ~N SIN STANDING ~ - s oo
- JCRETE CURB , ~ Soy, ~ % p
DRAINAGE PIPING ~
~ ~ PROPOSED i6' WIDE X WIDE X ~ - ~ -
PROPOSED~72" RE RAINED JOINT DIP ~ , 6' HIGH DOUBLE SWING _ ~ - Q .SWING ~ '
Si118-OUT tO~FE~ BEYOND FENCE ~ ~3 ° zy_e• GATE W W
LINE WITH'RESTR?~INED JOINT PLUG e ~ PROPO ~ ~ ~ ~ SED 6
AND FITTINGS- AS NECESSARY ~ PROPOSED 1 ~ T`---ABC COMPAC Q <C ED , TED Q
UNDER 30" PIPES. ` ~ ~ APPROXIMATE ~ 1 (MATE ~ ~ ~ PROP STONE BASE Z OSED ~ W W
1 / I s oo ~ ~e is•-o• ~ WELL LOCATION ICATI ON so' ~ 'x-- LOCA TION OF 1 Z Z J
~ ~ - FIELD OFFICE O
PORTABLE PUMP % 1 12X ~ ~ ~ J J ~ ~ ~ _ _ ~
LOCATION SEE ~ PROP ~p~~ENERA OR \ N: 740277.43 3 ~ ~ 1
SHEET C7 / SEE EL CgR16AL E: 1,381,251.10 I ~ i , U U o , ~ ~ ~ ~ 75 I- U
~ ~ DRAWIN S ~ ~ ' i
~ Q Q
C C
PROPOSED 2" PVC NON- ~ ~ \ I ~ s`'G' PROPOS D POWDERED` PROP POTABLE WATER LINE ACTIVAT CAR~N~~ \ ~ CHAIN n
PROPOSED 6' HIGH GALVANIZED V
~ SILO SYS M ~ FITTINGS LAY OUT Z CHAIN LINK FENCE PER DETAILS _
MARKER DESCRIPTIC:, COORDINATES W
PROPOSE 1-1/2" PVC ~ \ ~ NORTHING FASTING J
~ 5 ~ PROPOS D FLOW \ \ / ~ ~ PROPOSED 750 PAC SLU RY FEED LINE a GALLON SURGE 'OSED 750,000 30" 45' B;'MD 740144.
+ METER V ULT PERK ' ~ ~ SEE SHEET D1 .ON SURGE TANK 94 1381o4s.7o
e -1-- ~ ~ 3 DETAILS EE D3 ~ ~ S ~ HEFT D1 Q 30° 45' BEND 740159.13 1381058.41
PROPOSED 6" SCHE I LE ~ e~ecrkic
40 VC DRAIN ~ rRarvsMis oN APPROXIMATE PkUPOSED Q 30" 45' BEND W 740266.12 1381021.22
~ \ ~ rowER PRESSURE MANIFOLD AND ® 30" 45' BEND 74 Q
0317.14 1381045.93
PROP~SED SEPTIC ~ ~ DRAIN FIELD LOCATION 0 30" 45' BEND 740345.54 v! 1381127.62
TANK AND PUMP PROPOS RETAININd\
TANK I , WALL ~ 6 30" TEF 74030 . 9 18 1381202.72 O
» 30" TEE 74029 PROPOSED 1 COPPER 5.so 1381196.34
RE~E~ & CWEM CAL \ AIR L NE ~ COPPER` TUBIN FEED VAULT PER \ INDICA DETAIL SHEET D3 2 ~ PROPOSE 4" DIP DR IN TUBING FOR LEVEL 8 30" 45' BEND 740333.64
INDICATION 13s1117,77 - U
30" 45' BEND 740310.67 1381051.68
i
~ " PROPOSEL~ 1" PVC LINE TO SEPTI TANK ATM PROPOSED 1' ~ » 10 30" 45' BEND 740268.8 ~OPOSED 1 SDR 13.5 0 1381031.41 I I
TO TURBII~IMETER ° \ x•25% GRA E WITH TRA FIC PVC POTABL ~ GRADE CLE NOUTS PER LINE WfTH MI ~ ~ `CODE 24" COVER ~C POTABLE WATER UI I 11 30" 45' BEND 740158.70 1381091,07 ~I I
JE WITH MIN. o M J I I
„ 2 00" ~ I I COVER ~ 30" 45' BEND 740164.07 ~ Q
PROPOSED 2" HDPE \ \ 1381081.04 ~ ~ ~ 3 ~
CHEMICAL FEED ~ U W W 30"X30"X6" TEE I) ~ 740237.34 1381055.56 ~ J ~ m ~ W
LINES i \
N: 740114.63 PROPOSED PUMP ® 6" GATE VALVE 740238. O ~ W m 36 1381058.48 Z ~j Z Z ~ C9
LOOKOUT' SHOALS .LAKE. sTA-noN ~ 15 NON-POTABLE FIRE HYDRANT 740241. 0] Q ~ ~ Z ~
_ 91 1381093.05 O Q U W Q W O ~DU1 ~U~U U
16 30" 45' BEND 74027 4.03 1381042, 83
'
/x~, 30" 45' BEND 740247. 20 1381054.05
18 30" BUTTERFLY VALVE 740233.18
1381057.01
~ ~ ~ x/,~~ N: 740 096.44 12" 45' BEND 740317.8 ~ 6 138128.10
E: 1,381,139.96
4.~~ ~ Z PROPOSED 4' WIDJ N: 740 066.45 ~ 24"X12" WYE 740323. 29 1381231.20
X 6' HI~H GATE E: 1,381,053.69 \
0 30" BUTTERFLY VALVE 74030 . 5 50 1381210.32
30" BUTTERFLY VALVE 740302.3
~ PROPOSED 18" DIP 9 1381199.53 ~
~ ~ NOTE: reM: roP of gs ReenR TO DAYLIGHT WITH p ® 30" BUTTERFLY VALVE 740291 .90 1381204.00
E~asa.oo FLAP VALVE AND ~ n \ SEE SHEET C7 SHEET C7 FOR ENLARGED
RIP-RAP DISSIPATOg/ ~ SITE PLAN NEPROPOSED INTAKE ~ P ~ 12" GATE VALVE 740316. LAN NEAR PUMP STATION 15 1381228.85
1" CORP STOP W/ CURB BOX 740185.70
TUBES, SEE SHEET C3 A J 381058.96
2 ® 2" CORP STOP W/ CURB BOX 740237.88
1381056.64
~ , ~ ~ ~ © 30"X30"X12" TEE 740279. 28 1381045.37
y 12" GATE VALVE 740280.43 1381043.09
r NOTES:
1. ALL BURIED DIP SHALL BE CLASS 250, RESTRAINED JOINT
u - - m WITH RESTRAINEn .Inlt`ir ~iTTU~~~
x itMF'oRARY CONSTRUCTION 2. ALL BURIED PVC 4" AND SMALLER SHALL HAVE
WARNING BUOYS SOLVENT WELD JOINTS.
X X (TYPICAL OF 6) ~ SITE PLAN -AREA 1
SHEET 1 9/29/03 ACL ADD TEMP. BOUYS AND PORTABLE PUMP CONNECTION
o SCALE: 1"= 30'
_1 1
NO. DATE BY REVISION DESCRIPTION

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NO. DATE BY REVISION DESCRIPTION

N r ~ b
~I
I~ i - ~ N LEGEND EXISTI~J
G CC ~l d I TI0~1 S
1. PROPERTY AND RIGHT-OF-WAY INFORMATION ARE FROM TAX MAP5 AND 1, FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS, THE ENS °PEO. TELEPFONE PEDES 1 1I N
HIGHWAY DEPARTMENT AND SHOULD BE CQNSIDERED APPROXIMATE. MAKE GRADE CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE BID I DNS. THE ENGINEER MAY ?ELEC ELECTRIC PEDESTAL ~ PED. ~
FOR UNCLASSIFIED EXCAVATION. VG THE BID PRICE sicN ~ SIGN w x
2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION }sicN STREET SIGN
THAN THE ORIGINAL SITE, OR AS NOTED. 2, UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS " ?cnrv UNDERGROUND CABLE TV SIGN ~ D IN LAYERS OR 8 MAXIMUM y o
THICKNESS WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE JM MOISTURE CONTENT AS ~uc Foc UNDERGROUND FIBER OPTIC CABLE SIGPJ ~ ~ ~ uo
3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT DETERMINED BY THE ENGINEER AND COMPACT I H ' LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THRE ED W T A SHEEP S FOOT ROLLER T OT ROLLER TO A CQMPACTION uD TEL UNDERGROUND TELEPHONE CABLE SIGN N
E EQUAL TO OR GREATER THEN 95~ 100 IN T ' DAYS PRIOR TO CONSTRUCTION CONTRACTOR MUST NOTIFY EXISTING UTILITY OWN R ( o HE TOP 2 OF THE SUB GRADE BEL E S. A 3 GRADE BELOW ROADWAY'S AND as INTERSTATE HIGHwaY ~ U z
CALL BEFORE YOU DIG, NORTH CAROLINA ONE CALL 1-800-632-4949. P RKING LOTS) OF THE DENSITY OBTAINED BY COMPACTING A SAMPLE OF THE M ( ) _E OF THE MATERIAL IN s6 u.s. HIGHWAY
ACCORDANCE WITH THE STANDARD PROCTOR METHOD OF MOISTURE-DENSITY REL. DENSITY RELATIONSHIP TEST, ® CONCRETE MONUMENT Q~ ~
4. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE ASTM 0698 OR AASHTO-99 UNLESS SPECIFIED IN OTHER SPECIFICATIONS. IONS. ? Rw ~oN RIGHT-OF-WAY MONUMENT F.,~ ~
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. 3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL Due MAILBOX OR PAF R FILL SHALL BE PLACED ON E rTax i~ ~
ANY AREA NOT CLEARED OR GRUBBED. oP8 POSTAL DROP BOX
5. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTRO(_ RUNOFF FROM THE 0 uP UTILITY POLE
CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ,4Ni' FINES THAT MAY BE 4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL 'LAN SHALL BE PERFORMED LP LIGHT POLE z
PRIOR TO GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUC LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. FENCES, ETC.., SHALL BE 64AINTAINED IN WORKABLE CONDITION FOR THE LIFE OF DEVICES SUCH AS SILT ~
THE LIFE OF THE PROJECT •PP POWER POLE F- GUY WIRE ANCHOR w
6. CONTRACTOR SHALL FOLLOW ALL FEDERAL STATE AND LOCAL REG~JLATIONS PERTAININ T AND SHALL BE REMOVED AT THE COMPLETION OF THE PROJECT ONLY ON THE EN G 0 APP ~ ON THE ENGINEER'S
CONSTRUCTION OPERATIONS. ROYAL. PAYMENT SHALL BE CONSIDERED INCIDENTAL TO CLEARING AND GRUBI THE LIFE OF THE PROJECT, A STORM CAUSES SOIL EROSION WHICH CHANGES FINI G AND GRUBBING. IF DURING OOH MANHOLE W ;RANGES FINISH GRADES OR • ~.a. W 0 JUNCTION BOX
.D AT NO EXTRA COST AND r~ Ei 0 EMH ELECTRIC MANHOLE ~
7. WATER LINES SHALL HAVE 3' MINIMUM COVER UNLESS OTHERWISE `;!-!OWN ON THE DRAWINGS. CREATES "GULLIES" AND "WASHED AREAS", THESE SHALL BE REPAIRED AT NO EX ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY SHALL E :RTY SHALL BE REMOVED AS Oso~ sTORM DRAIN MANHOLE ~
DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHER 8, WATER AND SANITARY SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL APPROVED EROSION CONTR P A SHALL ADHERE TO ANY 0 c.o. SEWER CLEAN-OUT ~
SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH WATE, V OL L NS WHETHER INDICATED IN THE CONSTRUCTION R 0 ER SEWER, OR SEPARATE COVER. NSTRUCTION PLANS OR UNDER ®ce/Di CATCH enslra DROP INLET
BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING. / Z+ m Ow~a WATER METER W ~
5. DISPOSABLE MATERIAL ~Fn FIRE HYDRANT
9, WATER AND STORM SEWER LINES SHALL HAVE A MINIMUM 12" VERTICAL SEPARATION, ~ wv WATER VALVE
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND IE SITE AND PROPERTY 41PP IRON PIPE FOUND (PROPERTY CORNER !b,
10. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION. DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED Oll• ~ ;PECIFIED OTHERWISE. - - - - _ - - - - - - cuL.vERT ~Pn°•so°a°
11, CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 H~aURS PRIOR TO ANY B, SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, E~ ° X x FENCE ` v°~P °'.y~
ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO THE LOCAL PLACED IN SPECIFIED DISPOSAL AREAS DELINEATED ON THE PLANS OR REM PAVEMENT ETC. MAY BE ~ ~ ~ ° ~ - - - - W APPROXIMAIE LOCATION OF . Q 8~ za ~ =
NElNSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL NAVE A P ANS OR REMOVED FROM THE ExlsrwG WATER uNES ~~:N ~ -;JE •
AMBULANCE, AND THE COUNTY EMERGENCY MANAGEMENT AGENCY. ALL TRAFFIC OF 2', THE CONTRACTOR SHALL MAINTAINV SPECIFIED COMPACTION REQUIREM ALL NAVE A MINIMUM COVER - - - -G APPROXIMATE LocATION of o~ " z~'° EXISTING GAS LINES ~ )N REQUIREMENTS IN THESE ~ °°~~'d
CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL GITCH LINE ~'~~0 0~~`~ 4CTOR SHALL REMOVE THIS N p~\~,~
OF TRANSPORTATION. WASTE FROM THE SITE AND PROPERTY DISPQSE OF IT AT HIS EXPENSE. EXPENSE. - - - - E APPROXIMATE LOCATION OF ~h~i~~~
UNDERGROUND ELECTRIC LINE
12. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED U1LITIES HAVE BEEN C. ABANDONED U1LITIES SUCH AS CULVERTS WATER PIPE HY ANT A DR S, C STING LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. THE ENGINEER WILL EVALUATE THE APPURTENANCES, UTILITY POLES, ETC., ;;HALL BE THE PROPERTY OF THE SF APPROXIMATE LOCATION OF VTS, CASTINGS, PIPE E OVERHEAD ELECTRIC LINE
LOCATION OF EXISTING UTILITIES AND DETERMINE WHETHER OR NOT THE PROPOSED AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAh ~Y OF THE SPECIFIED UTILITY
WATER LINE WILL BE MOVED, DESITZQY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDf TRACTOR CAN REMOVE, - - - - "cr APPROXIMATE LOCATION OF UNGERGROUND TELEPHONE LINES ANY ABANDONED UTILITY, _ _
HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY I RIGHT-OF-WAY THE UTILITY INVOLVED. , ~ ~
13. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED l";ITH LIKE MATERIAL TREES/SHRUBS
IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD I~FNCE CONSTRUCTION D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE FLAMMABLE WASTES WHEN J a TREELINE O
PRACTICES AT THE CONTRACTOR'S EXPENSE. APPROVED BY THE APPROPRIATE AGENCI!.S. WHEN BURNING IS ANTICIPATED NTICIPATED, IN ADDITION TO OBTAINING
ALL NECESSARY PERMITS AND MEETING GOVERNING CODES, THE CONTRACTOR 14. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING BURIED TELEPHONE LINES IN CONFLICT WITH AS TO THE SPECIFIC LOCATION OF BURNING AND SHALL NOT BURN WITHOUT CONTRACTOR SHALL NOTIFY THE ENGINEER
THE PROPOSED WATER LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE LINES SHALL BE OF THE BURNING SITE. IRN WITHOUT THE ENGINEER'S APPROVAL Q
TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED WATER LINE AND RE-LAID U
AT NO ADDITIONAL COST TO THE OWNER. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING iF BY MIXING WITH FILL ~
DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPE( OF AS SPECIFIED IN "B" ~
15. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISIIN~ ROADS DURING ABOVE. THE CONTRACTOR SHALL NOT H CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF 7EIE NORTH CAROLINA OLD UP WORK PROGRESS FOR THE f S FOR THE PURPOSE OF
DEPARTMENT OF TRANSPORTATION. NO OPEN CUTS OF EXISTIhJ A( HA WAITING FORA BURNING DAY , G RO lS S LL BE ALLOWED
EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED 6. IN TH
BY THE OWNER. SAND OR A SIMILAR MATERIAL SHALL BE PLACED A PROTECTIVE A E EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCQUNTERED WITHIN 1 B RRIER CONSTRUCTION THE CONTRACTOR SHALL IN TA °N'~ RED WITHIN THE LIMITS OF f
BETWEEN TRACK EQUIPMENT AND THE ROAD AND CLEANED UP PRCr'~ RLY AFTER CONSTRUCTION. ~ S LL NECESSARY UNDER DRAINS AND DIRECTED BY THE ENGINEER. DRAINS AND STONE AS
J
16. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES MUST BE MOVED FOR ANY REASON, THE OWNER NJILL SECURE AN`( ~'CQ111RED EASEMENTS
PRIOR TO MOVING ANY LINES, 7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF Al TMENT OF ALL UTILITY ~
SURFACE ACCESSES WHETHER HE PERFORMS ~fHE WORK OR A UTILITY COMPANY F 'COMPANY PERFORMS FEDERAL NPDES STORMWATER PHASE II i?F~;TUIREI,iENTS SHALL BE MET BY TFIE CONTRACTOR FOR ALL CO STRUCTION SITES LARGER THAN 1 ~ . THESE RLt,~UIREMENTS ARE ,Ul~ifvlARI~ED A, FOLLOWS.
THE WORK,
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL
AT ALL TIMES FOR PROPERTY OWNERS WITHIIJ THE PROJECT AREA AND FOR EMER G AND SHALL PROVIDE ACCESS 1. - IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF d ID FOR EMERGENCY VEHICLES. THE PLAN ON SITE. DE~ilAl10PJ FROM THE APPROVED EROSION A.ND SEDIMENTATION CONTROL PLAN
ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCO KED IN ACCORDANCE WITH THE WILL BE CONSIDERED A VIOLATION OF THE FEDERAL NPDES GENERAL PERb11T. (n
SPECIFICATIONS,
_ 2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM
9. ALL AREAS WHERE TITERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED APJD M '~IZED AND MULCHED ACCORDING 0 PRODUCTS ONTO THE GROUND OR INTO SURFACE WATERS. DISPOSE OF SPENT FUELS APPROPRIATELY.
.i TO THE SPECIFICAl10NS. 1T~E FINISHED SURFACE SHALL BE TO GRADE AND SMOOT AND SMOOTH, FREE OF ALL
ROCKS LARGER THAN 2", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND C SEEDING. THE SURFACE SHALL BE LOOSENED TO A DEPTH OF f4"-6" TO ACCEPT ,IDLES AND GOUGES PRIOR TO 3, - USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER N I T CO SS ENT WITH THE FEDERAL INSECTICIDE, f-
CONTRACTOR SHALL NOT PROCEED WITH SEECING OPERATIONS WITHOUT FIRST OBT ° TO ACCEPT SEED. THE FUNGICIDE AND RODENTICIDE ACI~ AND IN ACCORDAN WI - CE TH LABEL RESTRICTIONS. 1T FIRST OBTAINING THE
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF 11-IE ENGINEER'S APPROVAL OF THE GRADED SURF:~CE. ALL SEEDING SHALL BE PERFOR _ BE PERFORMED BY A MECHANICAL 4. - CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SAPJITARY WASTE FROM THE SITE SO THAT N
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA l 0 A BY AREA APPROVAL BY THE ADVERSE IMPACTS TO WATER QU~,LITY OCCUR.
QUALITY SECTION, THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. ENGINEER.
I I 5. - INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN vl I
1. - OBTAIN GRADING PERMIT. 10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) PIPE (CMP) CONFORMING TO SEVEN CALENDAR DAYS FOR STORK^WATTR DISCHARGES TO STREAMS ON THE AT - of I „ L EST EPA APPROVED 303(4) o J I I
AASHTO M-36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING E I COUPLING BANDS. 18 PIPE LIST) AND WITHIN 24 HOURS OF APJY STORM EVENT OF MORE THAN 0,5 INCHES OF RAIN IN A 24-HOUR o ° ~ I I
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NOR1T~ CAROLINA DEPARTMENT OF ENVIRONMENT SHALL BE 16 GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND 5" PIPE AND OVER SHALL BE PERIOD. MAINTAIN A RAIN GAUGE ON SITE AND KEEP A RECORD OF THE RAINF ~ °o ~ ~ ALL AMOUNTS AND DATES. o cv o 3
AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SEC110N. 12 GAUGE AS SPECIFIED ON THE PLANS. PIPE AND COUPLING BANDS SHALL CONF~ SHALL CONFORM TO NCDOT N ~ z~ ~ w w
1023-3 FOR PLAIN PIPE OR 1032-4 (A) FOR BITUMINOUS COATED AND PARIIALLI 3. - OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH DIMPLE BANDS SHALL NOT BE USED. JD PARTIALLY PAVED PIPE. 6. - OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED OILS, o ~ ~ m ~ 5 >
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF LAND RESOURCES, OIL SHEEN AND OTHER OBVIOUS 1PIDICATORS OF POLLUTION AND EVALUAT T ~ ° " ~ E HE EFFECTIVENESS OF THE . ~ w EROSION AND SEDIMENTATION CO!!TROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, ~ w z z ~ ~
LAND QUALITY SECTION. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE RCF TAKE IMMEDIATE ACTION TO CONIJ?OL THE DISCHARGE. w ~ ° ~ ~ ~ TE PIPE (RCP) CONFORMING TO ~ Q ~ ° z °
( AASHTO M-170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032-9 FOR 032-9 FOR WALL "B" TYPE. o Q U w Q w o rri
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING. 7. - KEEP A RECORD OF INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED ~ ° ~ ° ~ ° ~ ~
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHELENE DLYETHELENE (HOPE). SMOOTH LIMIT AND RECORD MEASURES TAKEN TO CLEAN l1P THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO
5, - SEED AND MULCH DENUDED AREA WITHIN 15 DAYS AFTER FINISHED GRADES ARE ESTABLISHED. SEED AND SOIL WA AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RAT P LL INTERIOR, WITH WATER TIGHT JOINTS, B4CKFILLED WITH #57 WASHED STONE SHED STONE UP TO MIN. 6" THE DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST. RECORDS SHALL BE KEPT
ES ER ACRE. OVER THE TOP OF 7HE PIPE. HOPE PIPE USED FOR STORM DRAINA T NTI N GE DE E 0 DETENTION SYSTEMS SHALL BE ON THE FORM PROVIDED IN THE SPECIFICATIONS.
SUMMER (PERMANENT) SEEDING (MAY 15 TO AUGUST 151 "RANCOR BLUE SEAL" OR APPROVED EQUAL. 8. - MAINTAIN EROSION APJD SEDIMENT CONTROL MEASURES TO KEEP THEM OPERATING AT OPTIMUM EFFICIENCY.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2 IZED TYPE 2 CORRUGATED STEEL A COPY OF THE GENERAL PERMIT TO DI HA
KY-31 FESCUE 100 LBS MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M-36. THE M-36. THE PIPE SHALL BE SC RGE STORMWATER UNDER THE NATIONAL POLLUTANT
STRAW MULCH 4,000 LBS. AiJCHORED MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE f ( ) NG TO THE RE UIR M NT F DISCHARGE ELIMINATION SYSTEM IS INCLUDED IN THE SPECIFICATIONS, Q E E SO ~ AND SHALL BE JOINED WITH VIOLATIONS OF THE NPDES STORMWATER
GERMAN MILLET 40 LBS. AASHTO M-274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL (OR SMALL-STEMMED SUDAN GRASS ®40 LBS.) HUGGER BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUG RULES CONSTITUTE A VIOLATION OF THE FEDERAL CLEAN WATER PIPE THROUGH 24" DIAMETER ACT AND AR T T
SHALL BE 16 GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THI „ E SUBJEC 0 CIVIL f ENALTIES OF UP TO $27,000 PER DAY. UNDER STATE LAW, A DAILY 1GE, PIPE THROUGH 54 DIAMETER CIVIL PENALTY OF $10,000 PER VIOLAl10N CAN BE ASSESSED FOR VIOLATI N
WINTER (TEMPORARY) SEEDING (AUGUST 15 TO MAY 15) MOUNTAINS SHALL BE 12 GAUGE 0 OF TERMS OF THE PER~41T.
LIME 4,000 LBS
FERTILIZER (10-10-10) 1,000 LBS 11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLAl10N OF FACILITIES. KY-31 FESCUE 100 LBS FACILITIES.
STRAW MULCH 4,000 LBS. (ANCHORED) 12. CATCH BASINS CAST-IN-PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDO
RYE (GRAIN) 120 LBS, SPECIFICATIONS FOR ROADS AND STRUCTURES LATEST EDITION ARTICLES 840-1 ITS OF NCDOT STANDARD
( ) FOR ALL SLOPES 2;1 OR STEEPER ADD TO THE ABOVE: CURB INLET CATCH BASIN SHALL CONFORM 7U NCDOT STANDARD DETAILS 840.02 ~LES 840-1 THROUGH 840-3. AILS 840.02 THROUGH 840.04.
SERICEA LESPEDEZA KOREAN 50 LBS DROP INLETS SHALL CONFORM TO STANDARD DETAIL 840.14. JUNCTION BOXES SHE V BOXES SHALL CONFORM TO
( } STANDARD DETAIL 840.31,
~ IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF ~ 1,000 LBS PER ACRE. 1 ,
0 3. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R-3233D, PRODUCTS B PRODUCTS BY DEWEY BROS.,
N U.S. FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R-3 ~ ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC,, UNTIL A PERMANENT VEGETATIVE GROUND COVER IS FIELD INLET COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04 OPENINi NEENAH R-3339A OR EQUAL.
o ESTABLISHED OVER ALL DISTURBED AREAS. ' rn ).04, OPENING FACING UPSTREAM.
N 14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECII N ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING. STAN PRIATE SECTION OF NCDOT
o DARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION}, CONCRI ION). CONCRETE SHALL BE
z CLASS A OR B, 4000 PSI MINIMUM MEETING THE RE UIREMENTS OF SECTION 1000 Q iECTION 1000, CONSTRUCTED
~ 6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS FSTARI ISHF~ ini errnonnnirc IAIITLI crnrinni Q~~ ?"~~~~~o~ ~ ",~~T nrniunrur~iTC~ unrur•iTC• nr rrnTinr,i THAW
wvvnvnn~.L VVI u 1 JLV III-Jill UL.I. IvIt"60UI141R 1 0"mLL MCC 1 ML RGIjUIRCMLIV IJ Uf 'IRC.MCIVIJ u JCIiIIVIV lu-+u,
CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834, 7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
8. - REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL SHED GRADE. - SHEET
RESOURCES, DIVISION OF LAND RESOURCES, LAND QUALITY SECTION. 16. TINDALL PRE-CAST CONCRETE BOXES ARE ACCEPTABLE ~ ALTERNATIVES FOR P ROPC FOR PROPOSED CATCH BASINS. G3
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