20080827 Ver 2_Site Plan_20090106

Y
JOHNSTOIV COUNTY
CLEVELAND AREA HIGH SC SEWER OUTFACE AND PUMP NOVEMBER 2008 SCHOOL
P STATION
~,I
-
R~ TABLE OF CONTENTS
BOARD OF COMMISSIONERS g E R°
COVER
Cookie Pope-Chairman
C1 OVERALL LAYOUT
Wade M. Stewart-ice Chairman e
C2 to C4 PLAN PROFILE SHEETS
Allen L. Mims, Jr. p
D1 PUMP STAl10N DETAILS
Jeffery P. Carver
W. R5y WOOd811 ao~emrn eo D2 EROSION CONTROL AND WATER DETAILS
D3 SEWER DETAILS
DeVan Barbour
Tony Braswell
P~LFNTq
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G~~C~@iOMf~~p
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VICINITY MAP
D 8 - D8 3.l V z
Owner-Johnston County
Rick J. Hester, County Manager :r SOUTH WIND ,
SURVEYING ANpc
ENGINEERING,
PHAR`"
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N O,
Final Design - Not Released for Construction ~
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i
I PROJECT NOTES
1. ALL UTILITY CONSTRUCTION IS TO BE IN ACCORDANCE WITH JOHNSTON COUNTY PUBLIC UTILITY STANDARDS.
2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE TYPE, SIZE, DEPTH, MATERIAL, AND LOCATION
Of ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL MINIMIZE THE PLACEMENT OF EXCAVATED MATERIAL ON THE ROADWAY. THE CONTRACTOR
SHALL COVER THE ROAD SURFACE WITH SCREENINGS OR SAND, IF THE MATERIAL IS PLACED ON THE ROADWAY.
e• ~ 4. THE CONTRACTOR SHALL WORK IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN, USCOE AND DWQ
WETLAND PERMITS AND SHALL COMPLY WITH THE NCDOT ENCROACHMENT AGREEMENT AND DRIVEWAY PERMIT.
r 5. THE CONTRACTOR SHALL COMPACT THE TRENCH BACKFlLL TQ A MINIMUM 98q STANDARD PROCTOR PER
THE NCDOT STANDARD SPECIFICATIONS MANUAL.
/ land Owner Tract 1: General Project Data:
7 j D D. R. Well
y 8969 Cleveland Road Total Project Area = 88.47 AC
• 9^fy~ Clayton, NC 27520 Totol Wetland Area = 12.27 AC
/ ~ 919-934-4898 Total Wetland Disturbance = 0.127 AC
Total Stream Impact = 40 LF
/ A Land Owner Trocts 2 & 3: Tract 1 -PIN 164500-97-9822
_ ~ . A , Cleveland Road 8969 Limited Partnership Tract 2 -PIN 164500-98-2130
0 8969 Cleveland Road Tract 3 -PIN 164500-99-2642
• Clayton, NC 27520 Tract 4 -PIN 164500-99-8221 919-934-4898
D Wetlands Delineated By:
E f
E E b y'y~ • E f f E f Land Owner Tract 4: Mr. Barrett Kays
9' ~ • E E f f f f E ~ t E E f f E f ^^t f Deuce Investments, Inc. Landis, Inc. P. 0. Box 595 PO Box 30069
E f E f f E f E ~ E E • k f F E f E f E f E f Selma, NC 27576 .Raleigh, NC 27622
E E E F f E f k E E F k E 2 E f f E f f f f E f E F F ~,y~r f f E k 4 f F ~E f E E f E f / 919-934-0117 5615 Lambshire .Drive Raleigh, NC 27612
II n f t E f E E t E f f E f f f f E E f t f f f E E f E E f E t t 919-787-1617 office
~I f k E f E t f f f E E E E f • F E E f f F f f k f E f f f f f E
\ 6 E E E f f E f E f f f E E f f F f F f f E f E f EO f f E f f Construction. By: 919-696-6930 cell Johnston County Public Utilities
E f t E f E E f k f fl t f f f f f f f f E 0 P. 0. Box 2263
• f f f F f E f E F f f E O O f V Smithi'ield, NC 27577
919-209-8333
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N. CARP o, ~ SSS \ SCALE SHEET N0. DATE: NOV 2008 HORIZONTAL:
y _ ; E5S1 9 -
~ ' Q~ ~ ow~ww SSS v, SFAI n r _ R OUTFACE ovE~AL ~?YOl~1' Sw PROJ. # 08-0096 1 "-50'
~ 17688 N
CHECM SSS SURVEYING AND 201 GLEN ROAD STATION DWG FILE # 04-0480 VERTICAL 1 "=10'
F ~,Q` ,,y ycrati , ENGINEERING, INC. GARNER, N.C. 27529 and ruMP STAI S4 OF: 4
tea. ENG. SSS 919-773-0183 rr ,Q~l S`p ~8 DANE 919-773_0148 (FAX) YER
REV.OIO. OE9CRIPfIOPS DAM lrnili1?%0 S
REVISIONS

MH 6 0~.
11+ 40 Construction meet - ' - 00
kO0 - _ MH 7 i g _
MH 3 _
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- ~ 20' lftil' Easement Ofl
r Bk r Disturbs 'mft r 6~,
i 00 MH 4 7+00 MH 5
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Sift Fence Outlet 0 i ~ i ~
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z ~ r I r r ~ r lq~ Disturlwnce Limit ~ 1 +0
! i Silt Fence ~ M 9 15+00 16+ 0 17 ~ 0 20 Utility Ea ment
g_ r r r r ~ D'isturbance Limit , ~ ; I ~
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er Q 0.40 S " 1 .87 If 8" SD 35 18.2& If 8" C- PVC Sewer
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MH3 MH4 MH 1- Existi g MH 2 Sta 4+88.64, Sta 6+28.31 MH 5
Sta 0+00 Sta 1+70.00 To 240.93 Top 243.23 Sta 7+30.31 Top 240.00 Top .240.90 In p 230.12 In 229.47 Top 242.83 Sta 9+82.28 Top 240.16 ~
In 232.35 In 231.48 Out 230.02 Out 229.37 In 228.97 In 227.87
Out 232.15 Out 231.38 Out 228.87 Out 227.77 220
220
MH T MH 8 MH 9 Sto 11+20.14 Sto 12+82.41 Sta 14+
Top 240.50 Top 241.47 Top 240
In 227.23 In 226.49 In 225.. y., n Out 227.13 Out 226.39 Out 225. l.u J
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N AR0 _ . m.. . o SSS SCALE SHEET N0.
~ ss ti ~ ~ 9 DATE: NQV 2008 HORIZONTAL:
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17688 VEYI NG AND ' A 201 GLEN ROAD G cu SSS F8NUG
NNEERING, INC. GARNER, N.C. 27529 al Ild Pmmummm&AP REV1O DESMPTKM 919-773-0183 ' STATION PLAN PROFILE 0WG FILE # 04.0480_ 192=1
//igWYER 11 . EN 919-773-0148 (FAX) OF: 4
. /~~ll~?~~~NN~ S
REVISIONS DWE C, SSJ

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~ , ~ Silt Fence j9 ~x~ uouodt~ 26+00
, ` , Disturbance 'mit ~ Distu limit 25+00 \\i `
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'`yC~ Silt Fer~e Outlet - . \ ~ \ \ ~ MH 13
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Construction Sequence for Creek Crossing
1. Install the silt fence perpendicular to stream as shown.
2. Install the silt fence outlets as shown.
3. Construct a temporary coffer dam upstream of the construction area.
4. Construct a temporary check dam below the construction area.
5. Bypass pump stream water around the construction area as needed. 6. Clear and grub the stream crossing area.
7. Schedule work so that sewer between MH 11 and MH 12 can be completed in one day.
8. Install the sewer using a trench box to minimize land disturbance.
9. Remove any acculated sediment #rom bypass pumping or construction.
10. Seed and heavily mulch the area' inside of the wetlands at the end of the day.
11. install the silt fence parallel to the stream and wetlands. 12. The contractor shall inspect the crossing. daily until vegetation is established.
He shall make any corrections needed to insure that no sediment enters the stream.

f

240 -
240

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. 8 If 8 C- 00 PVC Sewer 0 0.40X
314.88 ff C-900 PVC wer 0 0.40X to
310.18 If 8" SDR-35 Sewer 0 0 40X Slo » ~ 233.94 ff 8 IP Sewer 0 0. X
Slo er 0 0. X Slo 383.09 ff " C-900 PVC er 0 0.40X Slo
220 MH 9 MH 10 MH 11 220
+82.41 Sta 14+21.69 Sto 17+40.56 Sto 20+54.76 NH 12 MH t Sta 22+92.69 ~
1.47 Top 240.50 ToP 2~`•~ Top 235.00 r~ 6.49 In 225.84 In 224.48 In 223.13 Top 235.00 Top
V 1 6.39 Out 224.38 » ~ Out 225.74 Out 223.03 In 222.09 Out 221.89 fn
Out
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d d d d M M M M M M M M M M M M N N N N N N N N N N N N N N N N N N N N N M n N N N

13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00
22+00 23+00 24+00 25+00 26+00
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~ l~ o SSS ~ ssi y ; . ~ ~E 9 SCALE SHEET N0.
Q~ 2
~ crei _ . , owu~nr SSS ~ ni iT~ e ~ i W ~ ~ e1 ' NOV 2008 HORIZONTAL:
d/I--% I ® L/ %s v e ® , v v v f nv~•• V V¦ t 16~1 1 V V 1 1 rl%LM M SW PROD. # 08-0096 1"=50'
17688 ar • ° •..A v V ' , , ® 1d „ r v T CHECKED SSS SURVEYING AND 201 GLEN ROAD
'',y "~?N~~. ENGIN GARNER, N.C. 27529 EERING, INC. and MP STATI 'TATION PLAONI PROFILE DWG F?LE # 04-0480 1 VERTICAL:
sq SPo 0 PROJ. ENG. SSS 919-773-0183 w a~~ = i oof
919-773- REV.PKi. DE9CRIP1IQMS DANE h-ZVI ~1nYE R 0148 (FAX) OF, 4 I
REVISIONS S

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Silt ence Outlet
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~ MH 14 1 , r, ` ~ ` ~ ` I
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i A ~ I Ce I I I I
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, ' ' 1 MH 15 I I t
E ~ I 1 = 33+00 ~ ' I I I
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- - - - 240
240 _ _ r

31.51 if 8' DIP Sewer
171.58 If 8' DIP Sewer ® 0.40 Slope
383.09 Pf C-900 PVC .ewer 0 0.40% Sloe 0 0, 384.2 ff 8" DIP Sew r 0 0 Slo .40% Slo
ZZO 220 23 .55 ff 8" DIP wer ®0.40X 190.88 ff 8" IP Sewer ®0, Sb e
MH 13 MH 14 Sta 26+79.79 Sta 28+55.37 MH 15
Top 237.40 Top 240.83 Sta 32+43.63 Top 242.18
In 220.45 In 219.66 Out 220.35 Out 219.56 In 218.02
•i-{ Out 217.92
V1 MH 16 MH 17
Sta 34+79.19 Sta 36+74.07 Wet Well - 6' 'Square Top 241.70 Top 237.75 Sta 37+10.58
In 216.99 In 216.12 Top 238.50
W Out 216.89 Out 216.02 In 215.89 Bottom 212.50
200
200
co n ao o r` M o m a ry N N N d~ N OD Iap~ CD M
M ~ d p M1 ~ ~ n r ~ M M M M M M M M M d' 't `t `t °f N N N N N N N N N N N N
M N N N N N N N N N N N N N N N N
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4+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 2 32+00 33+00 34+00 35+00 36+00 37+00
` rrirrrgpr ~ CARS ~~~b
SCALE SHEET N0.
. ~ ~E 9 .
~ OUT~AL~ SEWER OUTFACE DATE' NOV 2008 HORIZONTAL: cr~~ A
SW PROS. # ut$-UUUb i =Z)u k;y,
E 7688 CHI SSS SURVEYING AND 201 GLEN ROAD a AM VERTICAL:
%y A'61NE~' ENGINEERING, INC. GARNER, N.C. 27529 and runnp STAT 110, STATION PLAN PROFILE DWG FILE # 04-0480 1 1 -0
919-773-0183 r Q~i. SSS OF: 4
igWYER DATE 919-773-0148 (FAX) MAO. DESCRIPTKM DATE ~~rJirutn?????
REVISIONS S URVEYINGANGINEERING&AN12 DEVELOPMENT

1 I , t
I CONTROL PANEL - i i i i i ~ I
S.S. JUNCTK)N BOX FOR SEE RAINHOOD DETAIL 1 I , I I I I , I I 1 I I!
N0. 4 BARE CU GROUND WIRE, WEAVE THRU FENCE PUMP POWER CABLES & S.S. CABLE HOLDER LIQUID LEVEL CABLES FABRIC AND CONNECT TO TOP STRAND OF BARBED ss. cHaIN HooK Ot1TSIDE SWING ARM t t , I
WIRE, FLEXIBLE CU STRAP AND GROUND ROD (BOTH CHECK VALVE )UTSIDE SWING ARM 3o I i i ~ I :HECK VALVE w~io ~ ~ ~
SIDES OF GATE) PLUG VALVE I GATE WIDTH AS INDICATED ON SITE PLANS I PLUG VALVE CONCRETE THRUST.COLLAR ~c~i¢ I I I 1 ~ I t 1 , I
10'-0" MAX. :n:, Zj~ I , I I yZ , I I I II
3" COPPER STRAP FARBANKS MODE PUMP 4' OSI32 INK f V
15 FiP, 1750 RPM W/ B OCKING a i I I I ~ I « TEE W/ BLOCKING a a I j j i I {
2 , OR APPROVED EQUAL. I I t ~ ~ , I I 1 '
FABRIC 175 WATT HIGH PRESSURE , BRACE SODIUM LUMINARE ON 24" ARM I I ~ ~ I '
W/ PHOTOCELL CONTROL 00~ FLANGE COUPLING MOUNTm ON SCADA POLE 15' APTER 'E COUPLNG m~ i I i I j j TER tW- I I I I = ~
ABOVE GROUND TRUSS PVC OR D.1. i ~ 1 I I I FORCE MA~d a~ i I t I I
~ culoE BARS RODS FABRIC ~ TRANSMISSI~i GRADE, - - ' i i ` I PRECAST CONCRETE
~ ~ CLASS 3 OR BETTER GRAVITY SANITARY SEWER S.S. CHAIN HOOK PRECAS Z_ w VALVE 1 TREATED WOOD UTILITY 4'Wx5'L VALVE VAULT MMI. j ~ ~ t ~ ` I
~ ~ POLE DEPTH , 4'Wx5'L INSIDE DIMENSIONS 1 DEPTH AS REQUIRED ~ I ' ~ -`j-~
TRUSS ROD 2°-6" ~ Z T PLUNGER BAR ~ `J _ WITH ROSS _L FINISHED WEATHER HEAD ygg;
TIGHTENER GATE POST 1 O" GRADE INSIDE OF WETWELL AND VALVE VAULT NOT TO SCALE I I I I ' ~ ~ I
INCLUDING ALL PIPING SHALL. BE FACTORY EPOXY COATED MIN. 50 MIL oeslaN a~w ~
DIA.- 10 FT. LONG SOLI SURFACE DRY. EPOXY SEALER PRIME ~8 COATING AND FlNISH COATING SHALL BE TDH 80u0 FT ~ ; ~ i I Fence Stub 1" Water Servic
CU CLAD STEEL GROUND ROD NSP 100 AND NSP 720 AR CARBOUNE 6 ' I ~ ~ i to Back of Ditch
NOT TO SCALE ~ 24" MI ~ PLANE a5oos. DRIVEN FLUSH INTO GROUND 3O" MIN. MIN. 5'x3' LOCKABLE ALUMINUM MIN t ~ MINUM MIN. 3'x3' LOCKABLE ALUMINUM i Q I ~ t ~
(TYP.) ACCESS HATCH W/ 300 PSF MIN. S.S. JUNCTKtN BOX LOADING ACCT ?SF MIN. ACCESS HATCH W/ 30D PSF MIN. j U i ~ ~
N0. 4 BARE CU GROUND WIRE, WEAVE MIN. 7s° ABOVE sLae ss LoAL W/ "SEAL OFFS" FOR TOP SLAB WALL SLEEVE LOADING RATE I ` + „ K I EEVE ~ i* ~ I
THRU FENCE FABRIC AND CONNECT TO PUMP LEAD CONDUITS UPPER GUI MIN. 1 1/ TOP STRAND OF BARBED WIRE, FLEXIBLE 2" C TO RTU TO GROUNDING SYSTEM BRACKEt SHALL BE MIN. 1 1/2" SCH 40 PVC SUMP DISCHARGE ~ ~5 • , * ~~ti ~ ~ I 4" SDR-21
CU STRAP AND GROUND ROD (AT ALL MIN. 4"m scltmuLE ao s s S.S. PIPE SHALL BE FASTENED TO WALL W/ I 1 • ~ + • x N ~ PV Force Main S.S. PIPE CLAMPS. DISHCHARGE SHALL 1 ' ~ r
CORNER POSTS) z ~ PVC SCREENm VENT PIPE GUIDE INCLUDE U INCLUDE UNION, CHECK VALVE, AND BALL VALVE. ~ ~ '°+"~'.V, ;+•¢ti j I j PRESSURE GAUGE ~ ~ ~ ~~•;I' i j
g w PRE-CAST REINFORCED BAR PRESSU ~ 3" COPPER STRAP CONCRETE TOP ELEV 238.50 FlNC EXTENSION ARMS (TYP.) 3 STRANDS O , FlNISHED GRADE MIN. COVER I '
BARBED WiRE CORNER ~ z 6" MIN. SLOPE- SLOPE- ~ I ~ l
. 10'-0" MAX. SLEEVE COUPLING EXTENSION -SLOPE oL7TSlo OUTSIDE SWIM ARM ~ Fence j I I CHECK VAVLE ~ e-_a"--s-~ ; ` ~ Cut in 4"x4" W e ~ I
ON LINE POST 20'-0" O.C. ARM (TYP.) cHEac v~ ( ) 3000 PSI CONCRETE PRE-CAST RL7NPoRCm CABLE PLUG VAI PLUG VALVE 1 I and Valve w/ BOX
CONCRETE WEi WELL 6' WEf 6" MIN. STAINLESS STEEL CHAIN W D.I. DISCHARGE I I I
TYP. STAINLESS STEEL CHAIN B CKET 0' BEND ' 2" S9.5A I ~
BRACE ( ) NE POST OP RAI ANCHORED INTO CONCRETE CONCRETE THRUST COLLAR t 8" ABC I I
(Np~) 30" MIN. ALUM. OR STAINLESS STEEL BASKET uou1D 7'-0" 6'-O~. AND GUIDE RAIL SYSTEM WITH FLOOR ~ I FLOOR SHALL SLOPE TO SUMP PIT FLANGE COUPLING ADAPTER I I
t t/2' OPEMNGS. SENSORS FLANGE COUPLIN BOTTOM OF CORNER W( e , ~ p ~ SUMP PIT MIN. 15", -SUMP PIT MIN. 15"x15"x12" DEPTH
FENCE FABRI BOTTOM TENSION POST WIRE TYP. GRAM ~ LINE tD GPM SUMP PUMP _ ( ) ~NW11 M~ 1111. Wetwell MH 17 ~ 1D GPM SUMP PUMP i ~ t
_ MIN. 6" A~ STONE i' z A~ STONE I .EVEL ALARM ON P~ LIRE GAUGES SHALL BE I
NOT TO SCALE INVERT IN 215.90 HIGH LEVEL ALARM ON • i ELEV. 215.9 ' ' " TRUSS ROD LAG PUMP ON 215.4 215.9 INSTALLED ON DISCHARGE I SIDE OF EACH CHECK VALVE.
LEAD PUMP ON 214.9 DIP r 2" TYP. " ` FINISH GRADE WITH TRUSS TAPS FOR GAUGES SHALL BE
r - ~ T R PUMP DISCHARGE CONNECTION 3'-4" IGHTENE DETAIL NOTES: RGE CONNECTION INSTALLED ON UPSTREAM " - ~ SIDE OF CHECK VALVE. Pump Station IgW ` ! k Horizontal Scale 1 20
16" 7. ABOVE GRADE HEIGHT AND SUPPORT GROUT ALL SIDES 6" TYP. DEPTH TO BE DETERMINED BY I
5/g" DIA.- 10 FT. LONG SOLID CU CONTROL SYSTEM INTEGRATOR AS PUMPS OFF 214.0 FLOOR ELEVATION 212.50 3,000 PSI CLAD STEEL GROUND ROD SPECIFIED IN SECTION 5 OF THE (Also ALTERNa1-c5 p° wErwELL SHALL HAVE EVATION 212.50 TWELL SHALL HAVE
CONCRETE FILL DRIVEN SPECIFICATIONS. LEAD/LAG SEQUENCES) EXTENDm BASE SET TENDED BASE SET'
TYP. ALL POSTS FLUSH INTO GROUND (TYP.) 2. CHANGES FROM DIMENSIONS INTO BASE SLAB '0 BASE SLAB
SHOWN OR EUMINAl10N OF ~ ~ CONC. BASE SI1 CONCRETE BASE SHALL BE SEALED THICKNESS TO F ~ CONC. BASE SLAB FOR LEVELING - THICKNESS TO PREVENT FLOTATION 240 --------r______ New 15 RCP
BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE OF
NOT TO SCALE ORGIN.
WETWELL
NOT TO SCALE 2' Alin. Clearance „ 4" DIP Forcemain Cut in 4x4 Wye
230 and Valve w/ Box
FX)RN AS REQUIRED
4"
t EA. RED ALARM LIGHT c ON SIDE OF RAINHOOD LIGHT DATUdI ELEV
FD(NRE 220.00
NOTES: 2 EA FlXTURES FOR A-FRAME HOOD t. SERVICE TO BE 200A, 3 PHASE, 4 WKiE, 2 LAMP 40 WATi OUTDOOR USE 4"x4"x3/18" ANGLE o In
PUMP 48" FLUORESCENT FlXTIlRE W/ SAME MATERIAL AS HOOD 2. USE COPPER CONDUCTORS W/ 600 VOLT a6
"THWN-THHN" INSULATX)N. UNISTRUT SUPPORTS CONNEOL SWITCH MOUNTED INSIDE HOOD ]'-6" MIN. 3. INSTALL GUY IF METER POLE IS IN 6" CONC. SLAB W/ WWF 6x6 N N M N
IXCESS OF 15' FROM SERVCE POLE. - W1.4 x W1,4 4. CONTRACTOR SHALL FURNISH & INSTALL W/ 2'x4' OPENaJG FOR
METER BASE ON SERVICE POLE 4 WiRE LIGHTING 5. CONTRACTOR SHALL INSTALL 120V SINGLE gR~TOR ELECTRICAL STUB-UPS Vertical Scale 1" = 10' 0+00 0+50 1 +00 Horizontal Scale 1 " = 20'
W,P. RECEPTACLE N VALVE VAULT FOR SUMP PUMP. SLACK SPAN TO Force Main Profi{e
UTILRI' METER POLE ' . ~ ~ . ~ x ~ .sr • . CONDOR AND CABLE SCHEDULE
(SEE NOTE ~3) METER BASE BY ALL FASTERENERS SHALL BE SS ~ # DES~RIPTKIN iN1RP~E Pump Station Key
CONI7tACiOR 25' CLASS 5 BOLTS, NUTS & WASHERS w/
TREATED POLE NEOPRENE GASKETS 1 3-~4/0 AWG COPPER, 1-#2 AWG COPPER GROUND, 3 CONDOR 480 VAC POWER-NO ELECTRICAL CONDUITS NOTES: FUSm SERVK:E 1. CONtRACT~SfWLLPRON~ASCALEDfDIMENSIO?JED 3-#B AWG COPPER, 1-~10 AWG COPPER GROUND, t' CONDOR 480 VAC POWER-MO to vAC PowER-NDRMAL AND EMERGEN(.`Y 1 - 6'x6' Square Precast Wet Well 5 - SCADA Pole w/ Area Light/Disconnect/Transfer Switch ~ ~ 2 -Precast Valve Vault 6 - 1" Water Meter
RATED DISCONNECT LAYOUTOFCONTROLPAl~L7000UNTYPRKIRTO
NEMA 3R 3 POLE AUTOMATIC PUMP CONTROL PANEL TRANSFER SWITCH 2.1CONTRACTOR TO FURNISH AND INSTALL CONTROL PANEL 3 2-/B AWG COPPER, 1-x'8 AWG COPPER GROUND, 1° CONDOR 240/120 VAC POWRI ~o/1zo v~ PowER_L~a~D c~r~rER 3 -Rain Hood w/ Control Panel 7 - RPZ 4 -Emergency Generator 8 -Yard Hydrant
HORN NEMA 3R IN RAINSNdLD. 3 EA. "SEAL-OFFS" w/ 3. CONTRACTOR SHALL PROVIDE AND MOUNT RTU. 4 2-#10 AWG COPPER, 1-~10 AWG COPPER GROUND, 1/2 CONDO 240/120 VAC POWRI i0/1~ VA4 POWER-SPACE AND JAt~(ET WATER
NON-HARDENING SEALING Rm 2" GALV. POST SE7 IN 4. RAINHOOD TO HOUSE CONTROL PANEL, AUTOMATIC ALARM CONCRETE W/ GALV. UNISTRUT TRANSFER SWITCH, MANUAL DISCONNECL METER BASE, e ~TERS
S.S. JUNCTION BOX LIGHT METERING CABINET, MOUNTING BRACKET FOR FUTURE 5 2-12 AWG COPPER, 1-~12 AWG COPPER GROUND, t/2 CONDO 240/120 VAC POWEI W/ "SEAL OFFS" STANDBY RTU. BATTERY CHARGER, I 0/120 VAC POWER-ODOR CONTROL, AREA LIGHTING ITIERY CHARGER, ALARM LIGHT, SUMP PUMP ELECTRICAL. SERVK;E TO 8E HORN
(16"x16"x8' NEMA 4) GENERATOR 5. SERVICE TO BE 3 PHASE, 4 WIRE, 480V, 200 AMPS. FOR PUMP POWER LEADS POWER SHALL BE UNDERGROUND. TRANSFORMER AND 8 10-#12 AWG COPPER, 2° CONDOR CONTROLS-IJ:11EL SM ~ 480 VOLT, 3 PHASE, 3 WIRE
& LIQUID LEVEL CABLES MEIERBASE WILL 8E SET 8Y PROGRESS ENERGY. MIN. 18 6. FOR PUMPS ABOVE 75 HP; A PREFABRICATm, 8-~14 AWG COPPER, t' CONDUIT CONTROLS/ALARMIS-l 60 Hz
VENTILATED, WALK-IN ENCLOSURE SHALL BE PROVIDED „ ~ I L>• FOR CONTROLS. ENCLOSURE SHALL BE APPROVED BY INTROLS/AURMS-EI~INE GENERATOR SET 0 ~p A~ 5 IGHT
' - THE COUNTY PRIOR TO INSTALLATION. wET wELL MIN. 6' AUTTIMATiC TRANSFER SWRCH NOTE M METER 0 200 AID
- BURIED 6' QRNEN t EA, RED ALARM LIGHT AT5 TO INCLUDE IN-PHASE MONITOR, 1 SERVICE O
GROUND ROD TELEPHONE ON SIDE OF RAINH000 4'-O" 4"x4'x3 16' ANGLE AUXILWtY CONY AND EXERCISER. -L- JACK AS REQUIRED / - DISC~INECT O
2" PVC CONDOR FOR SAME MATERW. AS H000 UgUID tEVEL LEADS CONDUIT PUMP CONTROL PANEL NOTE: 3 (USES NEMA 3R
2" Pvc c~lDUrrs s.s. uNlsrRUr PANEL TO INCLUDE 2-POLE 30 A FOR PUMP LEADS 8' DRIVEN SUPPORTS S.S. NUT BOLT & WASHER BREAKER 14 KAK; FOR FEED TO 480 V 200 AMP PUMP _ 3 PW1SE AUTOMATIC 0 CONTROL 125 kW DIESEL. ENGINE
(SEPARATE CONDUft GROUND ROD CONDUIT W/ NEOPRENE GASKET 2 LAMP 40 WATT OUTp00R USE PUMP 1O kYA TRANSFORMER. FOR EACH PUMP) 3 EA. X12, 1 EA. X12 GD, 1" COND. ELECTRICAL CONDUIT CONTROL 48' F1-UORESCENT FlXTURE W/ FUSE WITH TRANSFER PANEL SEE PUMP CONTROL GENERATOR SE? WITH
~4" CONDUff TO SUMP PUMP IN VALVE VAULT BY ELECTRICAL PANEL " SWITCH MOUNTm INSIDE HOOD Sri: 200 AMP SWTfgf PANEL NOTE GENERATOR (PIrK;) NEMA 4 CLASS J 480 VOLT
FOR TELEPHONE CONTRACTOR WEATHERPROOF ENCLOSURE ¢ -3 MIN. ]._6" FOR TELEPHONE TERMINAL RUN A BARE~{~2 AWG COPPER CONDUCTOR FUSES 3 PHASE EXCITAtKMI AND INTEGRATED NEMA 3R NEMA 4 25OAF/225AT BREAKER
~4 CONDUIT BLOCK BY CONTRACTOR AT (FAST 24 UNDERGROUND AND BOND AND eASE M0~ Fua
FOR TELEPHONE ALL METAL REMS TO THIS GR~. NOT TO SCALE 6" 3" GAIV. PIPE (TYP.) 1'-6" O TANK AND WEATHER SHIELD 4
IN. w/ THREADm CAP LOAD CENiTR NOTE 3'-3" LQAD CENIER TO ~ NEMA 3R, 120/240 CONCRETE BASE
SEAL-OFFS coNCRETE VAC, 100 A MIA. 1O KAK; DEVICE. R
• 4?r . MUST INCLUDE: i- t?p~~r r" - - A) t-15 A 1P BREAKER-ODOR CONTROL SEE O GROU ~ 10 kVA W.P. GFl
l l - ~ .l ~ ~ CIRCUR ~l ~ I ~I I I ~ ~ I I ~ 4'-0" TYP. B) 1-2D A 2P BREAKER AREA LIGHT U.G. BY _ TRANSFORMER RECEPTACLE.
~ ~ : l b I ~ I ~ - -1 CIRCtBT PROGr~ss U.G. BY - 480 Y TO SEE
-11 ~ ~Il~lll _ _ III- c) 1-30 a iP BREAKER-ATS AUXILW2Y ENq~ ~ I rl I I~ ~ rl i N I L 6" TYP. SUPPLY CMtCUR ~ (NEMA 3R) O G~UNOING
12" D t-30 A 1P BREAKER-ENGINE JACKET 0 O
WATER PRAYER CIRCUR E) 1-20 A tP BREAKER-ENGINE BATTERY SEE LOAD LOAD CENTER NOTE CENTER
CHARGER CiRCUR O O
F) 1-20 A iP BREAKER-RTU SUPPLY NOT TO SCALE 16" X 16° X 8" SS °J° BOX WITH WEEP
700-G S(aneis DrWe HOLES AND COVER O
WemleN, North Cardin 27591 ELECTRICAL ENGNEERNG CONSULTNG 8 TESTING, P.C. TEL. No.: [phone] WITH SS SCREWS
OO ~ PUMP LEADS
~~N~,uo#q~e FOR AREA LIGHT ~ GROUNDING NOTE o4
~ ~~L~Q1 NI P1 P2 15 HP 15 ~
~ $ 9 . FES Ip ~0
~ ~aQ ~ m t SEA! O 0
J0~1 J r P3 0 1 HP
• • ~ Z ~ r ~*yJ eq~
~ •CN ~ ..,N. ~l a~ ~o0 8 DIATE
~`gYNE ELECTRICAL RISER DIAGRAM
'''"'+n„+?,r''° ELEC ICAL SYSTEM ONLY ,~1uLnlru~~~
~,o~` H CARO
SSS . p y f SCALE SHEET N0.
. ~ ~ESSi 9
R~ Z mnw SSS ~ I I~ ~ I n ~T~ ~ DI (®/D DT A T1~1A 1 PICT A 11 LD DATE: NOV 2008 HORIZONTAL:
=i ce- cn A, a .J V V 1 1 1 v I 1 V V Vr-%l I l~l I V V I vv t nLMLM F VIVir Q 1 /11Mill VC I MILT SW PROD. # 08-0096 AS NOTED
a SSS SURVEYING AND m 17688 Ike Is'
F F 201 GLEN ROAD and mU&'mP STA7101 ENGINEERING, INC. GARNER, N.C. 27529 ?TATION VERTICAL: DWG FILE DESIGI.D G
3
NO. DES REVISION S QATE 1,111Y ER PRW. ENO. SSS 919-773-0183 r4 DYER )0 oats 919-773-0148 FAX REY. IONS S OF: 3

aASE of TRAPEZO~AL DllTSt TYPE °A° ev~E of ~ oRrr;tt SEEDING SCHEDULE FOR
~ ~ ~TCtI sLa~ ~ STABILIZA110N GRASS
A DO W GATE TYPE PLANTING RATE
I
p~,t ~ MAR. t5 -MAY.-i5 PERRENNIAL SEm MIX 10 LBS/ACRE
Wr+ N.C tMIDIIFE RE50URCES NATURAL GROUND Oq~gON
t' .OUTLET PIPE MAR. i - JIAd. i SERICEA tESPmEZA (SCARIFIED) 5o L8S/ACRE a
FaRD veHn-use x ,r ?a~uu~ To YoXE Fat SEPARATXIN ~ i -APR. 15 ADD TALL FESCUE 120 u3S/ACRE MAR. i -JUN, JD aR ADD LIEEPINC LOVE6RASS 10 Les/ACME
WATER sERNT:E FROM WATER SEtiYICE CROSS SECTKM i -JUN. 30 OR ADD FNritID ClI1MON BERMIlDs1GRASS 25 Les/ACRE vEE DRCSI PLAN JUN.., - SEP i TAIL FESglE AND 12o Les/ACRE
wATERMARt 0 eROxr~TOP M~LEr 35 Les/ACRE wAn~ r» aR saRanw - suDAN HYBRIDS 3c tors/ACRE
SEP. 1 - MAR. 1 SERK~1 tESF'EDFZl1 (tMHLnLED - UNSCARNIED) 70 Les/s1CRE 1' OUTLET PIPE BEDDING THICKNESS (Th) AND Tw. FESCUE t2o Les/ACRE
(NOV. 1 -MAIL 1) AND ABRU2ZI RYE 25 LBS/ACRE
tR P~¢o~ILDRC,yt TYPE "B"
HEAD ASSEMBLY WITH DEPARTMENT OF TRANSPORTATION
MSINAT®DK'~ ?RE 'HOT BWC'. VACUUM BREAKER ~ 11YOR000WI.~ EQUA4 ENCLOSURE '''~N• SEEDING SCHEDULE
5HAL1 tNVE A HI9X;ED. LOCItABI$ LID AND MUM 9' tXfAtiANCE ON EACH FlLTER FABRIC ~wxr YAR. t~- Y SFIOULDERS, SIDE DITCHES, SLOPES (NIAX. 3:1)
RPZ BACXfl.OW PREIIENTER BY END do EACH SDE OF iFIE RPZ 3/¢" HPT ~mcr EIl:YATION VIEW
FEBCO - RPZ MODEi. 825YA ASSdIBLY. NOTE SECTION DAiS TYPE PLANTING RATE NOTE
FUINGED Oa9PUN6 ADAPTER ~ STaF~ SFINJ. BE STDNE FOR EItOSi0t1 CONtROI "g`) AU6. 15 - NOY. 1 TNl. FESWE 300 LBS/ACRE
YARD HYDRANT DRAIN TUBE CBOT, AND SWW. eE PAD FOR AT I'F~ NOV. t - MAR. t TALL EE9CUE 300 lBS/AtstE DoN~ACf PRA ~ OUTLET ,PROTECTION DETAIL MAR. 1 -APR, i5 TALL FESCUE RYE 300 ~%ACRE
FORD vBltn-tse x sLIPPPORr (TYP) 'StI To YoXE PoR r~ wmt HBtOED 'STOt~ FOR ERDSid! (CLASS ~B`).' I,~T 10 9CAtf APR. 15 -JUN,' 30 LRNiFD OOMIION eERIIUDAGRASS 25 LBS/ACRE
Fpp~p GRADE WDH ODUItLE CtEOK ~{p• ~ T_T~2" pyC - CONCRETE BASE 1MLVE D1tAN TO STANDARD TD STMIQIWD TEMPORARY ROCK SST CtiEpC TYPE-B JUI. 1 - AUG i5 T~ Fib AND 120 Lea/ACME BROWICIOP MB1ET 35 LeS/ACRE
gtp~p aAYLX;tIT 3/¢" CHAMFER OR SORC>1N1L1 -SUDAN HYBRIDS 30 LBS/ACRE
- I -I I I~ I I- i~ _ -1 - _
(Ip 11h-1Ii _ _ SLOPES (3:1 TO 2:1)
METER - I ~ _ _ =II MAR. 1 - JUN. 1 SERIC~? tESPEDEIA (SCARIF1m) 5o LBS/AC2tE
~ ~ .III- I =1 I I-1 I I ~ WRH 12 EXTENSION -iii -III-~ (MAR. 1 -APR.11!>) ADD TALL FESCUE 120 LBS/ACRE
NA7ER SERVE FROM ro~ ~ ~ S RVICE WATER LINE ~ TER SERVICE ((MMAR. 1 -JUN.~31)) OR AOD WEEPING LOVFRCRASS 10 LBS/ACf~ AR. t -JUN. '3B OR AOD H1111ED COMMON BERMUDAGRASS 25 LBS/ACRE
0" SQUAR JIM. 1 - SEP. 1 TALL FESfXIE AND 120 LBS/ACRE C w BRDMNTOP MKIET J5 LBS/ACRE
BEND OR 90RGHUM -SUDAN HYBRIDS 30 LBS/ACRE
i" CLAS3 200 POLY SEP. 1 - MAR. 1 SERICEA LESPmEZA (INNCIAlm - UNSCARIFED) 70 lBS/ACRE
SERVKS: ~ 200 POLYEiHELYNE DUPLEX OURET SIWl SERVICE LINE BE PROTIDEgpIDT FOR POWER YwLVE TO ~ !9 19 x' - r arw wwm s~ NOV. i - M119t. t ADD TABRUZA RYE t2S LBS%ACRE asses taxis
/;f7 WASHED STONE TEMPORARY CaHS(RUC110N ENTRANCE wC6
4" CONCRETE SLAB. SE TIN MIN. B" YADER THAN Box NOT TO SCALE fXMSt<I.T CONSERVAIKNL ENf;AEER OR Sl>q. C01~ERVATKM SERVICE FOR ADDITKMAL M- FORMATKM CONCERNNG OTHER ALTEANAIIVES FOR VEGETATION OF DENUDm AREAS. Tip ABOVE
oN Au sBIEs VEGETATION RATES ARE TtWSE WHC7t DO WELL UNDER LOCAL CONDI'ROFLS, OTIfR SEmACG raa3 NraxlseE a stit roxas a RATE COMBRU4110NS ARE P0656LE.
Bf~B; wiax a sxat uaa. sax s a Y - S' NYM taslm 51pE awl. nfpl8rt a'
E oast. rrD m ex axn, x !7r x ip ~ E «s TEMPORARY RESEED ACCORONiG lO OPiBAUY SEASON FOR DESIRED RERItM1EMT VE6ETAilON. e ~ ~ rN~nR DO NOT ALLOW TEMPORARY COVER TO C;ROIM OVER tY M HEK#tl' 9EFORE MOWMCG,OTi#RWISE
s xrrrllo Iaolus amm~ ~ FE9L'OE MAY 8E 5HADm tlUT.
NOT TO SCALE e'er oars nwaa a ~ ox 6 naa IOit a~lmn~x~1
SEEDBED PREPARATION a twer s twliwi®x w oawwmon wash wr. awsaar waclsw at
axs>r nor ar sus am awns. tswoac wsae~as wM arsx 1. CHISEL, COMPACTED AREAS AND SPREAD TOPSON. 3 INCHES DEEP OVFR ADVERSE SpL au. ex >wzewrtrs ~ axe CONOIflONS, IF AVAB.ABLE.
•,rwr tsaears. wax eau rvaos rt 2 RIP THE ENTOCE AREA TO B MpIES DEPTH.
t~ ~ ate m 3. REMOVE ALL LOOSE ROCIG ROOTS, AND OTtCQt OBSTRUCTIONS LEAVING SURFACE
4. APPLY ~ ~NRATML t~ ~FER llll R, AND SUPERPFIOSPFIATE UFOFORMLY Aid MIX WITH SOIL (SEE BELOWh.
5. CONTINUE 11LLAGE UNTG. A WET1. - PULVERRED, FIRM, REASONABLY UNIFORM SEEDBED
LEGEND IS PRIpARm 4 ra 6 LNCI#S DEEP. 8. SEID ON A FRESIE.Y PREPARED SEEDBED AND CXIVER SEED LK;HTLY WITH SEEDRCG
EQUIPfIENT OR CULTIPApC AFTER SEEDING. T. MULCH, IMM£DIAIET.Y AFTER SEEDING AND ANCHOR MULCN.
CONSTRUCTION ENTRANCE 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINOS WITHIN 1HE PLANTB~ SEASON, IF POSSBLE. IF STAND SHOIe.D ~ OVER BOOT DAMAGED
REESTABLLSHED FOLLOWING ORK;INAL LMT, FER1B12ER AND SEEDING RATES.
& CONSIN.T CONSERVAl10N INSPECTOR ON MAMTENANCE TREATMENT AND FERIILIZAIKM ® AF1ER, PERMANENT COVER IS ESTABLISHED.
STANDARD SILT FENCE OUTLET + APPIYi AGRN~ULIURAL UME5IONE - 2 TONS/ACRE OR 3 TONS/ACRE M CLAY SgLS
FERnuzER -loon Les/ACRD {~o-lo-to} Ha2~PFl~ (z
~'I•fH~H' TEMPORARY SILT FENCE ANCHOR -ASPHALT EMULSION AT 450 GAL./ACRE
TEMPORARY
® TEMPORARY CHECK DAM SEEDING SCHEDULE
DATE TYPE PLANTING RATE
JAN t - APR.,30 RYE (C;re4a) 120 LB•S/ACRE
STABILIZATION TIME TABLE 501~/"~
2,00o Les/ACRE
Permanent stat>iliZaGon shoo be est~liahed to-tD-to FERT9JZER 75o IBS/ACRE
within 15 waking days or 90 calCrtxMr days, ? 4000 LBS/MBE Wson completion of arty phase of coitatruction.
. T.-~ Temporary atabaTizafjori shall be establshed MAY 1 - AUG.',t5 tiERIIAN Ml.LET 50 LBS/A(RE
wlTlain 15 waking days C?r 30 Cakrxlar days, LIIIETiTOrIE 2,000 Les/aCItE
upon completion of stay phase of construction. tD-to-to FERiNJtER 7so Les/ACRE
Slope stabil'aation shall be established ' ?RRt2C (S1RA~ b000 Les/ACRE within 21 waking days or 21 calendar Jaya,
4' MIN. SILT FENCE B' MAIL STANDARD STRENGTH FABRIC WflN WRE E1DiCE upon compkrtiora of stay phase of corretructrora.
c 1 6' MAX. EXTRA SIRENDTFI FABRIC Wt1110Uf WBTE FENCE AUG. 15 -DEC 31 RYE (Gratis) 120 L85/ACRE LIMESTONE $OOD LeS/ACRE
16-10-10 FER121IER 1,000 LBS/ACRE
MULCH (STRAW) 4,OOD L85/ACRE
V1 MB1. 12-1/2 CA.
+ YBL 10 GA. ~ J0~ VEGETATIVE STABILIZATION
LBBi WTAES F w o axal ~ s nrc®Maas ~ oaxenww ~ ~ ~ xrla The angle for graded slopes and figs shall be no >so w sae: wws®axa we ssn awal s sitwu~ z u awe eF wtwt®wel:u axax a aE >wr rw. greater than the aRlgle which can be retained by
' 1O >t rasa etw. s asasasuam sel N aswert as cme®sr nt. vegetative cover a other adequate erosion control
TOP OF SILT FENCE devices a structures. In any event, zdopes left exposed wil, with~a 21 calendar days of completion
MUST BE AT LEAST i' ; - • ' . ABOVE THE TOP OF ' ~ BADE 2~ MIN. of any phase of grading, whichever is shorter, * ~ ~ ~ be pleated or otherwise provided with ground cover,
THE WASHED STONE ~ , ; 1 aaaaxss>saa a seas : devices. a structures to restrain erosion.
' N Pursuant to G.S.113A-57(A), provisions for a ground
+ a, I - Vim. I corer sufficient to restrain erosion must be p - 2'I atxomplisited wlthta 15 working days or 90 calendar
T-1 e' days fdtowing canplet'ron of construction a
.e FRONT VIEW 12• development, whichever perios is shorter, extxpt
STEEL FENCE POST- sECtIONAI ylEw ore provided in 15ANCAC 4B .0124(e). CONSTRUC110N SEQUENCE
FRONT VIEW 11 - NITRE FENCE n TEMPORARY DIVERSION DITCH t. Obtain Sedimentation and Erosion Control permit.
HARDWARE CLOTH I I -USE SILT FENCE ONLY WHEN DRAINAGE AREA STEEL POST WITH PRWEC11DtIS TO ,I BURY WIRE FENCE DOES NOT EXCEED t/4 ACRE AND NEVER IN WOVEN WEE FABRIC rRlt PRDJECiIOtls TO FAS110i FABRIC 2. Cdl NCDENR-LQ before lax! disturbance begins [phone].
it FLTER FABRIC, AREAS OF CONCENTRATED FLOW SB.T tENCE CEOTEITTR.E FABR E FABRIC 3. Install gravel construction pad, temporary diversion d'Itchea, sift ~ ~Ora~ F~ fencing, sediment basins and/or other measures as shown on the
~/1 11 AND HARDWARE approved plans. Seed and mulch sediment basins and temporary diversion ditches. Clear only as necessary
• I~ V ~ FLTER OF 7 g~• POST CLOTH IN TRENCH -END OF SILT FENCE NEEDS i0 i# TUtDIED UPHILL ~ SET MAX 2' APART o T/1 WASHED STONE MIN. 18" INTO SOLID -IF FLOW OF WATER RUNS PARALLEi. TO THE TOE 1 ~ FlU, SLppE to install these devices.
V 1 THEN ANCHORING OF THE FEN( SHOULD BE T~, tl COPE * FOR REPAIR OF SILT 4. Cali for on site inspection by Emrironaraentoi Inspector FENCE FAILURES, USE v and obtain Certifkwtion of Complwnce.
3' FLTER FABRIC GROUND REINFORCED WTTN 1Y OF NC DOT ~5 OR #57 ~ No. 57 WASHED STONE. SEE PLAN 5. Begin clearing and grubbing. Inspect and maintain devices
ON GROUND WASHED STONE. .:,.~i~" I~ ~ • BRAOE FOR ANCHOR WHEN SILT weekly or after every rain event. Rough grade the site. loE FENCE IS Pi:oTECTRrIC 6. Remo~re and seed Tarlporory Diversion Ditches once
S E C TI 0 N VIEW -FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE HARE FENCE WITH A MINIMUM OF 14 GUAGE COYER CATCH BASIN. ' Permaraerit D'atches are installed.
AND A MAXIMUM MESH SPACING OF 6 INCHES. 0 4. ~ AtANC ~ t 1 OVER SKRCT • AtANC ~ tAENCH DITCH l 7. Irastalt storm sewer (if shown) and protect inlets with silt
I~"f ? a EKTEND WIi~ 6' MN. INTO SKMT • fencing, oro fiftere, and inlet protection. Protect outlets 6. ~ grt01Ri]ICN with Outlet Protection as shown on the plans
I 1 AND ANCHOR SKRYT AS CFIOR SKBtT Ag 8. Stabilize sate as areas are brought to finish grade with a BY E1161NEER * vegetation, paving, ditch linings, etc.
BURY WIRE FENCE AND I i NOTES: O~ECIED ~ OIGTI~R ° HARDWARE CLOTH II BURY 6" OF UPPER EDGE OF 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVER®. 9. When construction is complete, the topsal stockpile has been removed, and the project is completely stabilized,
II FLTER FABRlC IN TRENCH 2 REPLACE STONE AS NEEDED TO ENSURE DEWATERING. SIDE VIEW extli for inspection by the Environmental Inspector.
u TD gE MSTALLED M MXXKiDANCE WRH 10. ff sate is approved, remove temporary diversions, site MANI~ACTIIRER'S MSTRUCTIONS fencing, sediment b~ina, etc., and seed out or pave any
resulting bore areas. All remaining permanent erosion
_ T FENCE control devices should be installed rrow. TEMORAItY LINING DITCH DETAIL 11. When vegetation has become established, sail for final site
~ inspection by Emirorxneratal Inspector.
`,,Itillll 1i/1//j~'
~ CARD
l/ DE~atEO SSS o ss! y E 9 SCALE SHEET N0.
Q y DRAWN SSS
to CT: AI f OUT~A~L I~~IJ~~IJN cl J 1 1'~~~ nl~Ta~~ ~ ATE: NOV 2008 HORIZONTAL•
SW PROD. # 08-0096
17688 A CHEOM SSS SURVEYING AND
F kr 201 GLEN ROAD Eand PUMP STA110 ,y SHE ENGINEERING, INC. GARNER N.C. 27529 )TAIL®N WATER, SERVICE DETAILS DWG FILE # DESIGN.DWG VERTICAL:
mF PRDJ- ENG. SSS 919-773-0183 q rr, ~'YER It DATE 919-773-0148 (FAX) OF: 3
REYND. DE5CRipnom DAZE rrrri~upN~~~
REVISIONS S I

I
I {
- 12"
USE MIN. 4 EA. 3/8" ANCHOR
E~LTS TO SECURE FRAME TO MANHOLE 10%a"
IN NON-TRAFFIC AREAS OR RAISED MANHOLES
®p ~ STANDARD MANHOLE
p p p p p RING AND COVER
apOt]p00 ~ ~
ppppp H TS ~ ~ USE 4 EA. ~ ANC OR BOL ~ 1~„ 0
0 p ®p p p Q TO BOLT FRAME TO SPACER. p p? p g° USE ROPE MASTIC SEAL ~ ~
p BETWEEN FRAME AND SPACER.
STD. MANHOLE ~ 8" MAX. FOR SPACER RING & COVER
LABELED Q
"SANITARY SEWER" °
2'-0", 3'-0" MANHOLE STEPS OR 4'-0" , ~ 16" O.C.
I~E & ~gVER ECCENTRIC dER POLYPROPYLENE
TAPER UNIT COPOLYMER POLYPROPYI P1A51TC MA INDUSTRI~ MA INDUSTRIES MODEL
PSI-PF OR APPROVED E JOINTS SHALL BE SEALED OR APPROVED EQUAL
WITH A RUBBER 0-RING
a GASKET OR ROPE MASTIC SEAL. 23.5" - ~
CEMENT GROUT ALL JOINTS
2' INSIDE AND OUT 1" a
RISER UNIT
COVER ~ 5" 4' DIA. MIN. 5"
FINISHED GRADE USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE 1Y~":12" SLOPE
1.5" MIN. ON ALL INVERTS BASE UNIT
BASE COURSE BASE COURSE "
e STD. MANHOLE ~ . 1Ya" 3~ 3~"
• • ~ ° ~ RING & COVER EXTENDED BASE BRICK & MORTAR INVERT a 6" MIN. (IF REQUIRED)
_ . ;e Q• aa. _ ° a d a _ d ;
. d I I ICI (-I N .O ' , - ' --I I I~
I-I I-1 ~ o,. RAM-NEK °e ~ III ..a . ~ . • • ~ i- - ~ a• ~ 2„ MIN.
SEALANT COMPACTED FILL COMPACTED FILL a • Q WIDTH AS
` ; REQUIRED
MIN. 6" GRAVEL BEDDING
NOTE: CONCRETE E]VCASET~IE7JT SHAD. FRAME ONLY BE USED IN AREAS WHERE COVER
IS TO BE FLUS'FI WITH PAVEMENT OR
CONCRETE. CONCRETE ENCASEMETVT SHALL NOT ~ USED IN NON-TRAFFC
AREAS AND ABOVE GRADE INSTALLATIONS. NOT TO SCALE ASTIC STEP
NOT TO SCALE
NOT TO SCALE
HAND PLACED _ _ _ _ _ _ _ HAND PLACED _ _ _ _ _ DENSELY COMPACTED 7 ~ I - - - - - - I•~ DENSELY COMPACTED ~ ~ _ _ _ . _
BACKFILL TO 1 FT. III - - - II BACKFILL TO 1 Ff. ~~i _ _ _ IF
ABOVE TOP OF PIPE ~ I _ _ _ , ~ ~ ABOVE TOP OF PIPE I ~ _ _ _ _ ~ ~ ~ i
PIPE - PIPE Q
BEDDED .PIPE 0 D BEDDED PIPE O.D. _ _ D/4 - _ •r-I
MINIMUM STONE D/Sz3" --~4-~
EMBEDMENT AS _ INDICATED. GREATER IF _ _
SHAPED SUBGRADE REQUIRED BY ~ TO PROVIDE BEARING
MANUFACTURER ALONG ENTIRE LENGTH Y2 PIPE OF PIPE BARREL
SHAPED STONE O.D. Y2 PIPE 24" + O.D. MAX. ' + O.D. MAX. NOTE: PIPE SHALL BE BEDDED. UP TO
TO PROVIDE BEARING 24" + O.D. MAX. O.D. A NG ENTIRE LENGTH 12" + O.D. MIN. 12" + O.D. MIN. LO ' + O.D. MIN. SPRING LINE AND MINIMUM 4" BELOW
OF PIPE BARREL SANITARY SEWER SANITARY SEWER BOTTOM OF PIPE WHEN WET AREAS Tn ARE ENCOUNTERED. t/1
0'-8' DEPTH) (DUCTILE IRON (
o~ PIPE LAYING ONLY) HAND PLACED DENSELY COMPACTED
CONDITION "A" (0'-16' DEPTH) BACKFIIL TO 1 FT. - '
SLOP PIPE LAYING ~'t ABOVE TOP OF PIPE 11 ~ _ _ I~ ~ _ - - - I ~I I UNDISTURBED EARTH
1 ~ CONDITION "C"
- - - - - ELECTRONIC MARKER BALLS AT 160' ON C _PIPE CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE _ _O.D.• _ BE INSTALLED AT 1 1/2 TO 2' DEEP. P
~ ~o 2 o A~ - - NOTE: MARKER BALLS SHALL BE ~""1
~2'' HAND PLACED _ HAND PLACED _ SHAPED SUBGRADE - INSTALLED CONCURRENTLY .WITH PIPE. o - i~ MARKER BALLS SHALL NOT BE
DENSELY COMPACTED ~ - . . . . - DENSELY COMPACTED - _ _ _ _ ~ - - i - SHALL PROVIDE BEARING - - ~ INSTALLED AFTER TRENCH HAS BEEN C}••~ ALONG ENTIRE LENGTH ~ COMPLETELY BACKFILLED.
BACKFILL TO 1 Ff. I - - - - II' BACKFILL TO 1 FT. Ili - - - - ABOVE TOP OF PIPE ~I~., _ - _ , ABOVE TOP OF PIPE I _ _ _ _ i - OF PIPE BARREL /2 PIPE O.D.
~ ~
-PIPE - -PIPE - BEDDED PIPE - 0 D BEDDED PIPE _ _O.D. 24" + O.D. MAX.
_ D/2 _ D/ p/2 12" + O.D. MIN. D/8z3" NQIE~
MINIMUM STONE D/8~" MINIMUM STONE D/8z3" EMBEDMENT AS EMBEDMENT AS F~iCE MAINS 8"9b AND SMALLER
INDICATED. GREATER IF PLAN INDICATED. GREATER IF C.. SHALL HAVE MINIMUM OF 3' COVER. . r..r
REQUIRED BY REQUIRED BY MANUFACTURER MANUFACTURER y2 PIPE FORCE MAINS LARGER THAN 8"~ r~1
Y2 PIPE SHAPED STONE O.D. SHALL HAVE A MINIMUM OF 3'-6" V 1 COVER. ~
SHAPED STONE O.D. ' + o.o. MAx. FORCE MAIN ~
TO PROVIDE BEARING 24" + O.D. MAX. TO PROVIDE BEARING 24" + O.D. MAX. ALONG ENTIRE LENGTH 12" + O.D. MIN. ALONG ENTIRE LENGTH 12" + O.D. MIN. ' + o.D. MIN. PIPE LAYING n ~
OF PIPE BARREL OF PIPE BARREL SANITARY SEWER SANITARY SEWER CONDITION "E" V~J
NOT TO SCALE (<8'-16' DEPTH) (DUCTILE IRON
PIPE LAYING ONLY) r--~
CONDITION °B" >16' DEPTH ( )
PIPE LAYING PIPE LAYING COf~DITION ~ NOT TO SCALE
CONDITION "D"
NDITIONS ~ ~
NOT TO SCALE NOT TO SCALE
a
E I
`~puinur>>> N CARD~''~%
li SSS SCALE SHEET N0.
. ~ c~E 9
3 C~11TFA1 I G~W~ ~~','e1 DATE: NOV 2008 HORIZONTAL:
~tAl ~ 9- ~J l.! V 1 1 1 v 1 1 V V v® a® ®w vmw w a v® ® v v e v v e 5 i lk .~r. v1~ `I I V 1® 1/-l1i_V sw PROJ. # 08-0096 AS NOTED _
r*+ 116>~ CHECM SSS IL 93 SURVEYING AND 201 GLEN ROAD
~ W UMP STA71C F -y N~and 'r IN ENGINEERING, INC. GARNER, N.C. 27529 ,T TION DWG FILE # DESIGN.DWG VERTICAL:
OF: 3
DATE 919-773-0183 LAYER (O DATE PROJ. ENG. SSS 919-773-0148 (FAX) REV.NO. ~ S SP,• r~prrnnN~~~
REVISIONS S LIRVEYINQ/ENQINEE8IbIj3&6bII2 DEMELOPMENT