20080827 Ver 2_Stormwater Site Plans_20090126

JoHmNSTON COUNTY
CLEVELAND AHEA HIGH SCHOOL I
SEWER OUTFACE AND PUMP STATION
NOVEMBER 2008
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BOARD OF COMMISSIONERS TABLE OF CONTENTS
Cookie Pope-Chairman S E COVER
Wade M. Stewart-Vice Chairman Ct OVERALL LAYOUT
Allen L. Mims, Jr. C2 to C4 PLAN PROFILE SHEETS
Jeffery P. Carver D1 PUMP STATION DETAILS
W. RayWoodall D2 EROSION CONTROL AND WATER DETAILS P0`F"'" Ro DeVan Barbour D3 SEWER DETAILS
Tony Braswell
VICINITY MAP
os - osa, Vz Owner-Johnston County
QRi f2pvr,= ��, Rick J. Hester, County Manager l SOUTHWIND
suevenNc AND 201 <�. wo.o
ENGINEERING. INC. wane N.C. 27529
919-773-0183
DENR in" 919-773-0148 (FAX)
WETLANDS AND STORWYATER ORMCH
SE
Final Design — Not Released for Construction I
•. .............. II-2p. Zaps

PROJECT NOTES
I
1. ALL UTILITY CONSTRUCTION IS TO BE IN ACCORDANCE WITH JOHNSTON COUNTY PUBLIC UTILITY STANDARDS.
2. THE OF ALONTRA CTOR TING S I IES ESPONPRIORBLETFOR
VERI YI ONTHE TYPE, SIZE, DEPTH, MATERIAL, AND LOCATION
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.
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.
A 5. THE CONTRACTOR SHALL COMPACT THE TRENCH BACKFILL TO A MINIMUM 98% STANDARD PROCTOR PER
THE NCDOT STANDARD SPECIFICATIONS MANUAL.
j Land Owner Tract 1: General Project Data:
$ p 8969 Cleveland Road
Total Project Area 88.47 AC
Clayton, NC 27520 Total Wetland Area = 12.27 AC
919-934-4898
Total Wetland Disturbance = 0.127 AC
°7 ' • f Total Stream Impact = 40 LF
p Land Owner Tracts 2 & 3• Tract 1 PIN 164500-97-9822
Cleveland Road 8969 Limited Partnership Tract 2 — PIN 164500-98-2130
Tract 3 — PIN 164500-99-2642
• %� ® 8969 CleNCand Rod Tract 4 — PIN 164500-99-8221
Clayton,` • # ' 20
919-934-4898
' Wetlands Delineated By:
Mr. Barrett Kays
f f E Land Owner Tract 4: Landis, Inc.
• F t E E E f E Deuce Investments, Inc. PO Box 30069
• E EEftEEEEE P. O. BOoXx 595EEEEEppEEEE Selma, 576 Raleigh, NC 27622
• F E E E k E E E f � F f27
E E E F E E 5615 Lambshire Drive
f E f f f E E E f 919-934-0417
�ccccVVVVrllll""" \ f f f f f f E�E E t f E F E Raleigh, NC 27612
f f k E E E k f k E E E E f
\ E < k t E E k f E f E E E E E E E 919-787-1617 office
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• t f f f f f f f f f E f E f E E E 919-696-6930 cell
E f E f E t E f f k f f f E f E f k Construction By:
f i k Ep 4 E E t E Johnston County Public Utilities
k E f f E E f f E E
e k E f E f f E f f E � P. 0. BOX 2263
k E t E E E t E Smithfield, NC 27577
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CARD ''. DATE: NOV 2008 SCALE SHEET NO.
,. .' j ,, of SSS
�� ILSS' y9�, SEWER OUTFALL OVERALL LAYOUT HORIZONTAL:
Q z ow►wN SSSSO U W1 N CAH%*iSW PROD. # 08-0096 1 "=50' C1
I GO SEAL o �'
--1 � -=' A' VERTICAL:
17688 CHSCM SSS SURVEYING AND 201 GLEN ROAD
P STATIQ DWG FILE # 04-0480 1 "=10'
;may r�E�� o ENGINEERING, INC. GARNER, N.C. 27529 and
` d QrA7E PROJ. ENO. SSS 919-773-0183 OF: 4
919-773-0148 (FAX)
REv.No. REVISIONS
S► 1

MH 6 0� f
40' Construction sement - _ -- _ - _-_ 11-FMH 7
k
91100
20' MR* Easement ak0a " --' - " " -� 1 ?I-00
Disturbs 'mit
r MH 4 7+00 MH 5 M 8
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,
- ------ ---------------- - ' Cc coon
.Ease ent
Seft Fence Outlet -
14Y.00Disturbance Limit
\\```\ M 9-----------15+00----- --- ------ --- 16+-0--- -------a ------17--0-- -- -MH -0 -- -----1 ---- -__ -----____-
, , Sift Fence
--- -- Utility Ea ement
' Disturbance Limit ,, ,`
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------ -- -- ------
---
---------------------------- ---
/ /
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/
Silt Fence No
Disturbance 'mit
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Ex. 8" Sewer ,; M 135.67 If 8' S R-35 PVC S er 97. 9 If 8' SDR-3 PVC 1 8.26 ff 8" C- PVC
.from CARS �� 166.00 ff 8 SDR-35 PVC Sier O 0.409E l0 1 .87 ff 8" SD 35 Sewer
------- -------------� 314.64 ff 8 SDR-35 PVC ewer O 0.409E Slope O MOM S Se er O 0.409E St O 0.40X SI e 8 If 8 C- 00 PVC Sewer
Ve ° O 0.409E S p
MH 4 Is
O 0.409E
MH 1 - Existi St
g MH 2 3
Sto 0+00 Sto 1+70.00 a Top 240 Sta 6+28.31 934 p St 5 1 St 6
Top 240.00 Top 240.90 O 30. In 229.47 Top 242.83 Top 2401�68
2
In 232.35 In 231.48 12 In 228.97 In 227.87
Out 232.15 Out 231.38 Out 2312 0.02 Out 229.37 Out 228.87
Out 227.77
220
220 MH 7 MH 8 MH 9
Sta 11+20.14 Sta 12+82.41 Sto 14+
Top 240.50 Top 241.47 Top 240. ,
In 227.23 In 226.49 In 225. y.�
Out 227.13 Out 226.39 Out 225. J
E nV1ll
W
nill
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( 200
DAMM �V
200:00
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M M M M d dN d d� M M
rn N N N N N N N N N N N N N N N N N N N N N N N N N N N N T
N
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
N SCALE SHEET NO.
�`�� O�j'� neswu SSS
CAR
`�p E � y9DATE: NOV 2008 HORIZONTAL:
Q �SEAL DMwN SSS ' D. SEWER OU" ""FALL SEWEROUTFALL 08-00ss 1 „-50'
� »� WECKM SSS SURVEYING AND 201 GLEN ROAD E
SW PROD. #
and PUMP STATION PLAN VERTICAL: �
`y ENGINEERING, INC. GARNER, N.C. 27529 DWG FILE # 04-0480
919-773-0183 4
REv.No. DESCRIPTIOI�.S DATEf�,yER rSP�� �/" ' - " d an1E PRW. ENc. SSS 919-773-0148 (FAX) OF:
REVISIONS S

TN
7
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8 W
Con ction Ease ent
MH 11
20+00 ' � o
Disturbance Limit +00 ------------ -----'- c0_ _
' =
` r4x00 M 9 15+00 t 6+ 17 MH 0 1 +-- ------------------- ------------------------------ ----
®-20 Utility Ea ement ----- ----- -- ---- ---------
-------- --- ---- ----- -- ---
------ --- ---- - ------
- -------------------------- --- _ ----- _
---------- `
Silt Fence
Silt Fence / ` / }9 8 uoUpd,� 5+QO 26+00 _ --
Disturbance 'mit 1 /. - �`�'``"/� 4+00 Distu e e t 2 ----------------------- ---- ;
Silt Fence Outlet --- --- ------------ ---------- -- -`-__-;
--- --- -------- _-- - --------- ------
_ _ --- ------------_ __--
---------- --------------
Fence Outlet -- -__ --- ---
J"'- ------ urn r r
( � pistu nce 't
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40' Construction Easement! I N $
0 , , 20 Utility Easement
MH 12 a r r r
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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.
8. 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 from 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.
o Planting of fescue in wetland areas is prohibited. Annual native species suitable
for wetland locations shall be planted within jurisdictional wetland areas.
• USE SEED MIX, APPLICATION RATES, AND METHODS FROM MELLOW MARSH FARM, INC.
-}--� 1312 WOODY STORE ROAD SILER CITY NC 27344 (919) 742-1200 OR FROM ANOTHER
NCDENR-DWQ APPROVED WETLAND SPECIES SUPPLIER.
240
--- ------ ----- ----------- ---- ----- ------------ ----- ---- 240
O - _- --__- --- ----------- ----------- --------- ----------- ----
- -T , - ---- --------
$...� 8 If 8 C-1 100 PVC Sewer --- ----------- -_
-.,--
0 0.40X a 314.88 If C-900 PVC Sewer O 0.40X to
310.18 If 8" SDR-35 3VC Sewer O 0 40X Sloe 233.94 !f 8" IP Sewer O 0.4 OX slope
383.09 If 130 C-900 PVC 5ewer O 0.4OX Slope
220 220
MH 9 MH 10 MH 11 MH 12 MH 1
n 1 +82.41 Sto 14+21.69 Sta 17+40.58 Sta 20+54.76 Sto 22+92.69
VJ 1.47 Top 240.50 Top 235.00 Top 235.00 Top 235.00 Too
(� Out 22438 in 224.48 In 223.13 P
b J 6.49 In 225.84 In 222.09 In
6.39 Out 225.74 u . Out 223.03 Out 221.99 Out
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T N N N - T CO 0 N CV N N e 0) 0) r, W to
0) 7 e) V) re) pn 17 M 0) N N N M K) n M M
O
N N N N N N N N N N N N N N N N N N N N N N N N
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00
4 O� H CARp��y,, oESKWIM SSS
�FES! 9 � SCALE SHEET N0.
� Q� p,L uMws SSSDATE: NOV 2008 HORIZONTAL:
CAnOuTFALLSEWER ,* ,
SEAL o A, S
F 17688 cn
�� cHEc�En SSS SURVEYING AND 201 GLEN ROAD E SW PROJ. # 08-0096 VERTICAL:
/NE`� �$1 � ENGINEERING, INC. GARNER, N.C. 27529 MP STATION PLAN DWG FILE # 04-0480 '
' S' Q` ` PRor. EW. SSS 919-773-0183 1 -10 OF- 4
1 Added' Wetland Seed Mix Note - 1-26-09 �. .` •- �J C�'
REV.Na DESCmpnoms �� %q�wYER,�S`� �� - ya® ( DATE 919-773-0148 (FAX)
REVISIONS s

m f/
1 41
o w ooe
A7 40' Construction Easement
m +� 20' Utility Ease ent
r
x g N wit x�3i 40' Construction Easement i
\ J 27+ Oi Fe \` 20' Utility Easement
Silt ence Outlet
` 2800
__ MH14
MH 15 Disturbance
33+00 t
`-----------
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---
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I;t It ' ` ` `� y \ ```.`\ --------------------'-- ---------- --- ---- — ` 1
0 ``` — ---------- I �\
x Oi 1 --------------- ' I
Silt F ' i 10 I ence
40' Construction Easement o 4,�it \ Disturbance Limit
20' Utility Ease ent
Silt Fence Outlet
`3i%00 40' Construction Easement i
' \ \ 1 1
4Diq �e'c 20' Utility Easement400
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MH 15 ' 1
33+00
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ence Outlet
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IV 1 ------ ----------- ---------- ----------- --------- -------- ----------- ----------- ----------- ---------- ------ -- ---------- -------
240 ....-- --.__ -------- ---- -------- - - --- ------ ----------- ---------- 240
a ----------- ----------- ----------- --------- ------------ ------ --- -------
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a
31.51 If 8" DIP Sewer
® 0.40% Slope
4-1171.58 If 8" DIP Sewer
383.09 If " C-900 PVC ewer ® 0.40% Sloe ® 0.44 M Slope 384.2e If 8" DIP Sew r 0 0.40% Slo
220
220
23 .55 If 8" DIP Sewer 0 0.40% Slo 190.88 if 8" DIP Sewer 00.WX Slope
MH 13 MH 14
Sto 26+79.79 St 28+55.37 MH 15
Top 237.40 Sto 32+43.63
��1 In 220.45 In Top 19.66 Top 242.18
Out 219
V 1 Out 220.35 2 . 656 In 218.02
O Out 217.92
MH 16 MH 17
r11 Q) Sto 34+79.19 Sta 36+74.07 Wet Well - 6'x ' Square
VJ �� p 241.70 Top 216.99 In 2 5 Sta 58
16 12 Top 238.50
In
E Q W Out 216.89 Out 216.02 in 215.89
200 Bottom 212.50
200
v V ,M 1� d� r r O0 IR A O0 Op (� Mpo O IA d� N N N tC �t N OR q OR n
U3 (aM M i) in eM M M wM d d d d 1 t t d d I t st M M
N N N N NJ N N N N N N N N N N N N N N N N N N N N N N N
J
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24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00
Ar
CAR�� . SSS SHEET NO.
tss 9
HORIZONTAL:
DRAWN SSS CAM6 E OUTFALL SEWEPR" DATE: NOV 2008 »— '
SEAL o SW PROJ. # 08-0096 1 —50rn 17688 � E
CHEOM SSS SURVEYING AND 201 GLEN ROAD VERTICAL:
c� E�-� o,� ENGINEERING, INC. GARNER, N.C. 27529 and P ST TON PL Ak a � ',�,E DWG FILE # 04-0480
% PROJ. ENG. SSS 919-773-0183 1 —10,
4
SgwYER SP ` �' Gam/' �0� DATE 919-773-0148 (FAX)
REMO. DESCRIPTIONS DY►TE /r�n n►� � OF:
REVISIONS L S

CONTROL PANEL
PUMP POWER N BOX FOR CABLES & SEE RAINHOOD DETAIL I I I I I ( t t
N0. 4 BARE CU GROUND WIRE, WEAVE THRU FENCE ���/// S.S. CABLE HOLDER I i
FABRIC AND CONNECT TO TOP STRAND OF BARBED LIQUID LEVEL CABLES 1 1
WIRE, FLEXIBLE CU STRAP AND GROUND ROD BOTH O S.S. CHAIN HOOK OUTSIDE SWING ARM ar '
E, (
CHECK VALVE -n z0
SIDES OF GATE) tt
GATE WIDTH AS INDICATED ON SITE PLANS PLUG VALVE CONCRETE THRUST COLLAR j��
U�N 1
I I I
(--- 10'-0" Max. �Z I I I !
3" COPPER STRAP F/IJREilit9CS HORSE PUMP _ 90' BEND Z EL Q_
4 DISM MVK W/ BLOCKING a I
15 HP. 1750 RPM i TEE W/ BLOCKING a J a I I ` _ 1
2 REQINRED, OR APPROVED EQUAL
FABRIC 175 WATT HIGH PRESSURE
BRACE SODIUM LUMINARE ON 24" ARM OOOO I I I 1 t
W/ PHOTOCELL CONTROL OOOO FLANGE COUPLING mw i I 1 I
MOUNTED ON SCADA POLE 15' ADAPTER , , 1
TRUSS ABOVE GROUND GUIDE BARS PVC OR D.I. -Z
FORCE MAIN n.Z _•_-'_- ,. I i i I I
RODS FABRIC TRANSMISSION GRADE, r---------
PRECAST CONCRETE --- - -- - ------� I I I
GRAVITY SANITARY SEWER S.S. CHAIN HOOK i
r CLASS 3 OR BETTER VALVE VAULT MIN.Uj
TREA
O POLE
WOOD UTILITY DEPTHLAS RIDE EQUIIREDNSIONS
TRUSS ROD 2'-6" I
WITH TRUSS PLUNGER BAR - I , 1
t o v WEATHER HEAD P LA N W ETW E L L I _ I I I I t
TIGHTENER GATE POST -t- FINISHED NOTE:
GRADE INSIDE OF WETWELL AND VALVE VAULT NOT TO SCALE �i1N�
10„ INCLUDING ALL PIPING SHALL BE
FACTORY EPDXY COATED MIN. 50 MIL TM SO FT I ~•�-• I I 1 E
SURFACE DRY. EPDXY SEALER PRIME I 1
% DIA.- 10 FT. LONG SOLI COATING AND FINISH COATING SHALL BE I Fence I I l Stub i" Water ServIC
:!q'
GATE D ETAI LS NSP 100 AND NSP 120 OR CARBOUNE I 6 I t i to Back of Ditch
CU CLAD STEEL GROUND ROD I i t
00
DRIVEN FLUSH INTO GROUND
NOT TO SCALE 24" Mt PI.ASITE 4500S. _ 1
30" MIN. MIN. 5'x3' LOCKABLE ALUMINUM MIN. 3'x3' LOCKABLE ALUMINUM
ACCESS HATCH W/ 300 PSF MIN. ACCESS HATCH W/ 300 PSF MIN,
(TYP.) S.S. JUNCTION BOX LOADING RATE
MIN. 18' ABOVE SLAB LOADING RATE
N0. 4 BARE CU GROUND WIRE, WEAVE W/ -SEAL OFFS" FOR S.S. CABLE HOLDER TOP SLAB WALL SLEEVE I .�.y' �' ti I »
THRU FENCE FABRIC AND CONNECT TO _ PUMP LEAD CONDUITS UPPER GUID MIN. 1 1/2" SCH 40 PVC SUMP DISCHARGE I 05 � �� � E 4 SDR-21
TOP STRAND OF BARBED WIRE, FLEXIBLE BRACKET SHALL BE FASTENED TO WALL W/
2" C TO RTU TO GROUNDING SYSTEM MIN. 4"0 SCHEDULE 80 S.S. PIPE CLAMPS. DISHCHARGE SHALL I :�+r++r° `+ t N I PV Force Main
CU STRAP AND GROUND ROD (AT ALL S.S. INCLUDE UNION, CHECK VALVE, AND BALL VALVE. I '`r'+0'.`.-'':o�j�r' I I
CORNER POSTS) Z ° PVC SCREENED VENT PIPE C ^ - ��,,��.�+ 1
L t
GUIDE , •.• "r',�,1. I I
_ BAR PRESSURE GAUGE I __ ,c�,_ I
PRE-CAST REINFORCED I
w FINISHED GRADE MIN. COVER -
EXTENSION ARMS (TYP.) 3 STRANDS ~o "3" COPPER STRAP CONCRETE TOP ELEV 238.50 I y'�•
It
BARBED WIRE CORNER z 6 MIN. SLOPE
EXTENSION _ SLOPE
10'-0" MAX. SLEEVE COUPLING ARM TYP. I Fence 1 » I OUTSIDE SWING ARM
ON LINE POST (20'-0" O.C.) ( ) 3000 PSI CONCRETE POWER CABLE CHECK VAVLE I ` , i ` Cut in 4 x4 W�re 1 PRE-CAST REINFORCED PLUG VALVE I and Valve W/ Box
fff CONCRETE WET WELL 6' WET W D.I. DISCHARGE
6" MIN. STAINLESS STEEL CHAIN W/ 2" S9.5A 1 ?
NE POST BRACE (TYP.) STAINLESS STEEL CHAIN BRACKET o BEND I »
ANCHORED INTO CONCRETE r CONCRETE THRUST COLLAR I $ ABC
TOP RAI 30" MIN. LIQUID L__________________________________ I f I I tl
c ALUM. ID STAINLESS STEEL BASKET
(TYP.) C AND GUIDE RAIL SYSTEM WITH LEVEL FLOOR SHALL SLOPE TO SUMP PIT --'�----'-®-���- -- i
CORNER � C 1 1/2" OPENINGS. 1
7'-O"6,®0, ������ r�.�..G SENSORS SUMP PIT MIN.
ADAPTER
1 i
BOTTOM OF I
FENCE FABRI BOTTOM TENSION POST W e t w e l l M H 17
WIRE TYP.
�' ' A GRAVITY
10 GPM SUMP PUMP = I
(TYP.) ��/�f�TM M7A
J - _ MIN. 6" ABC STONE '
PNRESSURE GAUGES SHALL BE l
-� �� INVERT IN 215.90 HIGH LEVEL ALARM ON 3 '
t
NOT TO SCALE ELEV 215.9 INSTALLED ON DISCHARGE I
+ .r TRUSS `: C LAG PUMP ON 215.4 SIDE TAPS OOR GAUGES SHALL BE
s' 2" TYP. FINISH F EACH CHECK VALVE.
GRADE WITH TRUOSDS PUMP DIP INSTALLED ON UPSTREAM
LEAD PUMP ON 214.9
DISCHARGE CONNECTION
TIGHTENER DERAIL NOTES: SIDE OF CHECK VALVE. Horizontal Scale 1" = 20'
Pump Station iew
" 3'-4" 1. ABOVE GRADE HEIGHT AND SUPPORT GROUT ALL SIDES -- r {
6" TYP. �116 (TYP.) DEPTH TO BE DETERMINED BY
%" 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 ALTERNATES 60" WETWELL SHALL HAVE
CONCRETE FILL DRIVEN SPECIFICATIONS. LEAD/LAG SEQUENCES) -__ _ _ EXTENDED BASE SET
TYP. ALL POSTS FLUSH INTO GROUND (TYP.) 2. CHANGES FROM DIMENSIONS INTO BASE SLAB
SHOWN OR ELIMINATION OF CONC. BASE SLAB FOR LEVELING -
TY P I CA L CHAIN LINK FENCE D ETA I L CONCRETE BASE SHALL BE SEALED THICKNESS TO PREVENT FLOTATION 240 New 1 5 RCP
BY A PROFESSIONAL ENGINEER - ------- _\
LICENSED IN THE PROJECT STATE OF \
NOT TO SCALE ORGIN. TYPICAL SECTION - WETWELL ,
2 Min. Clearance Cut in 4"x4" Wye
NOT TO SCALE 4" DIP Forcemain
230 and Valve w/ Box
HORN AS REQUIRED
4"
1 EA. RED ALARM LIGHT DATW ELEV
ON SIDE OF RAINHOOD LIGHT
FIXTURE 220.00
NOTES: 2 EA. FIXTURES FOR A-FRAME HOOD 4'x4%3 16" ANGLE O
1. SERVICE TO BE 200A, 3 PHASE, 4 WIRE, 2 LAMP 40 WATT OUTDOOR USE /
480V. SAME MATERIAL AS HOOD
2. USE COPPER CONDUCTORS W/ 600 VOLT PUMP 48" FLUORESCENT FIXTURE OD
CONTROL SWITCH MOUNTED INSIDE HOOD � M �
"THWN-THHN" INSULATION. UNISTRUT SUPPORTS PANEL 7'-6" MIN. N N N
3. INSTALL GUY IF METER POLE IS IN 6" CONC. SLAB W/ WWF 6x6
EXCESS OF 15' FROM SERVICE POLE. - W1.4 x W1.4
4. CONTRACTOR SHALL FURNISH & INSTALL W/ 2'x4. OPENING FOR
METER BASE ON SERVICE POLE. 4 WIRE LIGHTING ELECTRICAL STUB-UPS 0+00 0+50 1+00 Vertical Scale 1 = 10,
5. CONTRACTOR SHALL INSTALL 120V SINGLE ARRESTOR Horizontal Scale 1" = 20'
W.P. RECEPTACLE IN VALVE VAULT FOR
SUMP PUMP. SLACK SPAN TO ;�- ;•- ;3., ;ks x::,a;.h_. - _
UTILITY METER POLE •�� Force Main Profile
(SEE NOTE #LE CONDUIT AND CABLE SCHEDULE
METER BASE BY ALL FASTERENERS SHALL BE SS ID DESCRIPTION PURPOSE �+ Pump Station Key
CONTRACTOR 25' CLASS 5 BOLTS, NUTS & WASHERS w/ . 1 - 6'X6' Square Precast Wet Well 5 - SCADA Pole w Area Light/Disconnect/Transfer Switch
TREATED POLE ELECTRICAL CONDUITS NOTES NEOPRENE GASKETS 1 3-#4/0 AWG COPPER, 1-#2 AWG COPPER GROUND, 3 CONDUIT 480 VAC POWER-NORMAL AND EMERGENCY q " /
FUSED SERVICE 1. CONTRACTOR SHALL PROVIDE ASCALFDA MENSIONED 2 3-#8 AWG COPPER. 1-#10 AWG COPPER GROUND, 1' CONDUIT 480 VAC POWER-MOTORS 2 Precast Valve Vault 6 - 1 Water Meter
RATED DISCONNECT LAYOUT OF CONTROL PANEL TO COUNTY PRIOR TO 3 - Rain Hood w/ Control Panel 7 - RPZ
NEMA 3R 3 POLE AUTOMATIC INSTALLATION. 3 2-#8 AWG COPPER, 1-#8 AWG COPPER GROUND, 1" CONDUIT 240/12D VAC POWER-LOAD CENTER
PUMP CONTROL PANEL TRANSFER SWITCH 2. CONTRACTOR TO FURNISH AND INSTALL CONTROL PANEL 4 - Emergency Generator 8 - Yard Hydrant
HORN NEMA 3R IN RAINSHEILD. s
3 EA. "SEAL-OFFS' W/ 3. CONTRACTOR SHALL PROVIDE AND MOUNT RTU. O 2-#10 AWG COPPER, 1-#10 AWG COPPER GROUND. 1/2 CONDUIT240/120 VAC POWER-SPACE AND JACKET WATER
NON-HARDENING SEALING RED 2" GALV. POST SET IN 4. RAINHOOD TO HOUSE CONTROL PANEL, AUTOMATIC HEATERS
MATERIAL ALARM CONCRETE W/ GALV. UNISTRUT TRANSFER SWITCH, MANUAL DISCONNECT, METER BASE,
METERING CABINET, MOUNTING BRACKET FOR FUTURE O 2-#12 AWG COPPER, 1-#12 AWG COPPER GROUND, 1/2 CONDU 240/120 VAC POWER-ODOR CONTROL, AREA LIGHTING
S.S. JUNCTION BOX LIGHT rj
W/ "SEAL OFFS" STANDBY �• BATTERY CHARGER. ALARM LIGHT. SUMP PUMP TO BE
(1fi"x16"x8" NEMA 4) GENERATOR 5. SERVICE TO BE 3 PHASE, 4 WIRE, 48OV, 200 AMPS. 480 HOILCT�3 PHASE, 3 WIRE HORN
FOR PUMP POWER LEADS POWER SHALL BE UNDERGROUND. TRANSFORMER AND 6 10-#12 AWG COPPER. 2 CONDUIT CONTROLS-LEVEL SWITCHES
& LIQUID LEVEL CABLES METERBASE WILL BE SET BY PROGRESS ENERGY. 60 Hz
MIN. 18" 6. FOR PUMPS ABOVE 75 HP; A PREFABRICATED, 7 6-#14 AWG COPPER, 1' CONDUIT CONTROLS/ALARMS-ENGINE GENERATOR SET RED ALARM
VENTILATED, WALK-IN ENCLOSURE SHALL BE PROVIDED O
FOR CONTROLS. ENCLOSURE SHALL BE APPROVED BY 5 LIGHT
THE COUNTY PRIOR TO INSTALLATION.
WET WELL MIN. 6' AUTOMATIC TRANSFER SWITCH NOTE METER O 200 AMP O
BURIED 8' DRIVEN ATS TO INCLUDE IN-PHASE MONITOR. 1 SERVICE 5
GROUND ROD TELEPHONE 1 EA. RED ALARM LIGHT
-1- JACK �-- AS REQUIRED --) ON SIDE OF RAINHOOD 4'-0" 4"x4"x3/16' ANGLE AUXILIARY CONTACTS, AND EXERCISER. O - DISCONNECT O
2" PVC CONDUIT FOR SAME MATERIAL AS HOOD 3 FUSES
PUMP CONTROL PANE1 NOTE: NEMA 3R
LIQUID' LEVEL LEADS CONDUIT
S.S. uNISTRUT PANEL TO INCLUDE 2_p0� 30 A 480 V 200 AMP O PUMP
2" PVC CONDUITS SUPPORTS BREAKER, 14 KAK:, FOR FEED TO 3 PHASE AUTOMATIC CONTROL 125 kW DIESEL. ENGINE
FOR PUMP LEADS 8' DRIVEN S.S. NUT, BOLT & WASHER
(SEPARATE CONDUIT GROUND ROD CONDUIT PUMP W/ NEOPRENE GASKET 2 LAMP 40 WATT OUTDOOR USE 10 WA TRANSFORMER. FUSE WITH TRANSFER p�Q' SEE PUMP CONTROL GENERATOR SET WITH
FOR EACH PUMP) 3 EA. #12, 1 EA. #12 GD, 1" COND. ELECTRICAL CONDUIT CONTROL SWITCH
FLUORESCENT FIXTURE OD 2LA AMP SWITCH PANEL NOTE PERMANENT MAGNET RTU
BY ELECTRICAL SWITCH MOUNTED INSIDE HOOD �JNDING NOS CLASS J 480 VOLT GENERATOR
�a' CONDUIT TO SUMP PUMP IN VALVE VAULT PANEL (PMG) NEMA 4
FOR TELEPHONE CONTRACTOR WEATHERPROOF ENCLOSURE 4'-3" MIN. FUSES 3 PHASE EXCITATION AND INTEGRATED
RISER DIAGRAM 7'-6" FOR TELEPHONE TERMINAL RUN A BARE"#2 AWG COPPER CONDUCTOR NEMA 3R 250AF/225AT BREAKER
BLOCK BY CONTRACTOR AT LEAST 24 UNDERGROUND AND BOND NEMA 4
AND BASE MOUNTED FUEL
�a' CONDUIT r1N.
ALL METAL ITEMS TO THIS GRID. TANK AND WEATHER SHIELDFOR TELEPHONE CONCRETE BASE
NOT TO SCALE 3" GALV. PIPE (TYP.) 1'-6" LOAD CENTER W/ THREADED CAP 3'-3" LOAD CENTER TO BE NEMA 3R. 120/240
SEAL-OFFS Ll
CONCRETE I VAC, 100 A MLO, 10 KAIC DEVICE. IT
MUST INCLUDE: SEE
;__; •{ xfr; _ _ A) 1-15 A 1P BREAKER-ODOR CONTROL O
GROUNDING 10 OVA W.P. GFI 0 7
CIRCUIT NOTE TRANSFORMER RECEPTACLE
4'-0" TYP. B) 1-20 A 2P BREAKER AREA LIGHT U.G. BY - 480 V TO SEE
c) i-30U A 1P BREAKERATS AUXILIARY ENERGY GR PROGRESS OUND
1NEMA 3 ) GROUNDING
(NEMA 3R) 2 NOTE
1 i I-I i I-I i I-1 11=11 r SUPPLY CIRCUIT ROD
6" TYP. 12"
D) 1-30 A 1 P BREAKER-ENGINE JACKET O O
WATER HEATER CIRCUIT SEE LOAD LOAD
RAIN HOOD � 1-20 A 1 P BREAKER-ENGINE BATTERY CENTER NOTE CENTER
CHARGER CIRCUIT O6 O7
4 F) 1-20 A I BREAKER-RTU SUPPLY 16" X 16' X 8" SS
I NOT TO SCALE "J' BOX WITH WEEP
ELECT - 17400-G Sioln�e Drive HOLES AND COVER O
1Mendeli, North Carorho 27591 WITH SS SCREWS
ELECTRICAL ENGINEERING CONSULTING&TESTING,P.C. TER.. Na: (919) 3555-9775 O PUMP LEADS
``=e��p000®Dray®i� FOR AREA LIGHT NO NDING O
i > CARD P11 P2
•••e•••••®�y/�t�p� 15 HP 15 HP
FinalDesign $EAL P3 0
15897 1 HP
c ('� Construction
�_Not Re ease `"'- for ..,.a. �y'�J q/2/ SOD �J DATE ELECTRICALRISER DIAG M
••,, 'QYN1r Z���..
�anaeaeaseage ELEC ICAL SYSTEM ONLY
SHEET N0.
ESS DESIGNED SSS
SCALE
cn Q�OF Z DRAWN SSS DATE• NOV 2008 HORIZONTAL:
SEAL o 'EWEROU TEHO W1 No D_ ("' 004' OUTFALL STATION
rM � K_ S P DETAILS SW PROD. 08-0096 AS NOTED
17688PC- - CHECKED SSS SURVEYING AND 201 GLEN ROAD E PUMP STATION VERTICAL:
till Ild FyG/*NE�-Q� ��Z� ENGINEERING, INC. GARNER, N.C. 27529 DWG FILE # DESIGN.DWG
'? W SP`.`�� .. 2,� ` ©o ® PROJ. ENG. SSS 919-773-0183
�,, YER �< <i De�TE 919-773-0148 (FAX) OF: 3
REV.NO. DESCRIPTIONS DATE �1111111110
REVISIONS S

{ LID
RASE OF TRAPEZOIDAL DITCH TYPE "A"
RASE OF VLE DITCH SEEDING SCHEDULE FOR
TOP OF DITCH SLOPE ( STABILIZATION GRASS
A Do W DATE TYPE PLANTING RATE
FLOW
PLAN MAR. 15 MAY 15 PERREINiIAL SEED MIX 10 LBS/ACRE
N.C. WILDLIFE RESOURCES
R/Mr NATURAL GROUND COMMISSION
'I MIN. n IN OUTLET PIPE MAR. 1 - JUN. t SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
FORD VW"-15R X 12' MINIMUM
10 YOKE FOR METER 1. SEPARATION (MAR. t - APR. t5) ADD TALL FESCUE 120 LBS/ACRE
((MAR. t - JUN. 3o OR ADD WEEPING LOVEGRASS 10 U3S/ACRE
RPZ CROSS SECTION MAR. 1 - JUN. 30 OR ADD HULLED COMMON REINIiWAGRASS 25 LBS/ACRE
WATER SERVICE FROM WATER SERVICE *00 WATERMAIN I VEE DITCH PLAN AM.
' - CEP ' •.. TALL
p 4 MIL ETT 13520
3355 LOS/AA RE
ONATURAL GROUND "0 OR SORGHUM - SUDAN HYBRIDS 30 LBS/ACRE
SEP. 1 - MAR. 1 SERICEA LESPEOEZA (UNHUL ED - UNSCARIFIED) 70 LBS/ACRE
1' MIN. OUTLET PIPE BEDDING THICKNESS (Th) AND TALL FESCUE 120 LBS/ACRE
(NOV. 1 - MAR 1) AND ABRUZZI RYE 25 LBS/ACRE
CROSS SECTION
TRAPEZOM DITCH TYPE "B"
PLAN HEAD ASSEMBLY WITH
DEPARTMENT OF TRANSPORTATION
t' �- SEEDING SCHEDULE
OWL OF
INSULATED ENCLOSURE 'HOT BOX', VACUUM BREAKER
'HYOROC . OR EQUAL ENCLOSURE .
SMALL HAVE A HiNCEI). LOCKABLE LID 4' - F--1 TRAPEZOIDAL FILTER FABRIC
AND MINIMUM V CLEARANCE ON EACH �++Rs nr YAR. 1' - 2' OMM SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3.t)
RPZ BACKt1OW PREYESNTER BY END Nk EACH SIDE OF THE RPZ 3/4" HPT
FEB00 - RPZ MODEL 825YA ASSEMBLY. ELFWrAT>oN vlrw SECTION DATE TYPE PLANTING RATE
NOTE:
FLANGED COUPLINGADAPTERSTONE SHALL BE STONE FOR
EROSION CONiROL (CLASS 'B") AUG. 15 - NOV. t TALL FESCUE 300 LBS/ACRE
3'- 0" 3/4" OR 1" AND SWILL BE PAID FOR AT THE NON. 1 - MAR. 1 TALL FESCUE 300 LBIS/ACRE
FORD VBH77-15B x DRAIN TUBE &ABRUZZI RYE 25 LBS/ACRE
YARD HYDRANT ISTONE FOR BMW («�VJ, U PROTECTION T{ON DETAIL MAR. t - APR. 15 TALL FESCUE 300 LBS/ACRE
SUPPORT ) NOT TO So" APR. 15 - AM. 30 MUM COMMON BERMUDAGRASS 25 LRS/ACRE
t0 YOKE FOR MEECK YYNH HINGED CONCRETE BASE JUL. 1 - AUG. 15 TALL FESCUE AND 120 LBS/ACRE
FINISHED GRADE VALVE CHECK 'roUCtt READ' LID 'DR'AU/12 i
STANDARD TEMPORARY ROCK SIT CHECK TYPE-B �"OR SORGHUM
MILLET S 35 LBS/ACRE
7
N,yt�• GYROLIND DAYLK;NT 3/4" CHAMFER ""OR SORGHUM - SUDAN HYBRIDS 30 LBs/ACRE
=1
"�a I=1�' I l i-III- =1 I _ = -_ -
: "a s., ':
SLOPES (3:1 TO 2:1)
CONCRETE MISTER BOX, -► I ►_= ==fir= i I III I
BROOKS, No. 38—H —I i l— I I I 1-1 I I,
MAR 1 - .RUN. 1 SERICEALESPEDE7A (SCARIFIED) 50 LBS/ACdE
WITH 12" EXTENSION1 I I �— MAR. 1 - APR. 15 ADD TALL FESCUE 120 LBS/ACRE
BUICK SUPPORT'OR S RVICE WATER LINE ,
MAR. 1 JUN.
WATER SERVICE FROM STONE AS iIEWW WATER SERVICE (MAR. 1 - Aft 30 OR ADD MYEiPINfi LOVERRGRJISS 10 LB5/ACRE
OR ADD HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
-
JUN. t - SEP. 1 "�" TALL FESCUE AND 120 LBS/ACRE
WATERMWN - O" SQUARE
« ORMMNSUDAN HYBRIDS LABS%A
CLAMS, ::. 90r BEND
BETID
tSERVICE LINE 2' .
::...................
:200 POLYELHELYNE DUPLEX ouTSH SIP. t - MAR t SERICEA LESPEOEZA (tNNHUl1ED - uNSCARIFIED) 70 LBS/ACRE
ACRE
.........SERVIC LINE BE PROVIDED �'-a'rllQa wl®S1pE NOV. t - MAR. t ADD ABRU FZZI RYE '25 LBS20 %ACRE
�� ��-� �° �T �X 3,/4" 8c 1 " YARD HYDRANT#57 WASHED STONE
4, ��� SLAG TEMPORARY CON ENTRANCE WC+6 CONSULT CONSERVA710N ENINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN-
SECTION MIN. 6 WIDER THAN BOX NOT TO SCALE FORMATION THOSE WHICH ALTERNATIVES
ON ALL SIDES N�A�lrrorel l AM rRL a RATE COMBINATIONS ARE P065MLE.
UNDER LOCAL CONDITION% OTHER SEEDING
lIO� godum MMKW Go=CIF
N UM e INV
WATER SERVICE W R P Z �c B F P r.:: °�°�x�""x�` mow_ DO -- ACCORDING 7 lG O OPTIMUM SEASON FOR DESIRED OYMC,PERMANENTOM VEGETATION
DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12'IN HEIGHT BEFORE MOWING,O'RHERWISE
s IV N WAM 81lFFwF CUBS 10 FESCUE MAY BE SHADED OUT.
NOT TO SCALE arortom�OOOGE uwaE metros ns 10 a
CDaWMCE
MORD BEInm BYE.
SEEDBED PREPARATION
d MIST M YANW®N A COINIIIft
W4m UL PIIBPEMr 17rtamtn ac
0ltBLT/UGl1 OF Mile CHIC SIM=
PeNoaro oFawse�ee tnmr 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
UL BE tear:REPSOME rwtvr. CONDITIONS, IF AVAILABLE.
.Ata 1YOMY11.wean SM rlrlffS IT 2. RiP THE ENTIRE AREA TO 6 INCHES DEPTH.
OM m low UM N:aalEn UPnlmutsx 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL UME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE BELOW").
S CONTINUE TILLAGE UNTIL A WELL - PULVERIZED. FIRM, REASONABLY UNIFORM SEEDBED
LEGEND IS PREPARED 4 TO 6 INCHES DEEP.
6. S® ON A FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WiTH SEEDING
EQUIPMENT OR CUL11PAC< AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
® CONSTRUCTION ENTRANCE a INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS "THIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER SOX DAMAGED
REESTABLISHED FOLLOWING ORIGINAL UME, FERTIUZER AND SEEDING RATES
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
®
STANDARD SILT FENCE OUTLET o APPLY AGRICULTURAL LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS
FER71UZER - 1000 LEIS/ACRE (10-10-10)
MULCHSUPERPHOSPH2 TOANS/ACRE ( /ACRE GRAIN�W)
H H H! TEMPORARY SILT FENCE ANCHOR - ASPHALT EMULSION AT 450 GAL./ACRE
TEMPORARY
® TEMPORARY CHECK DAM SEEDING SCHEDULE
DATE TYPE PLANTING RATE
JAN 1 - APR. 30 RYE (Groin) 120 LBS/ACRE
STABILIZATION TIME TABLE RMAL LESPEDEZA► 50 LBs/ACRE
LIMESTONE 2.000 LBS/ACRE
Permanent stabilization shall be established
10-10-i0 FERTILIZER 750 LBS/ACRE
within 15 working days or 90 calendar days. MULCH (STRAW) 4.000 Les/ACRE
upon completion of any phase of construction.
Temporary stabilization shall be established 50 LBS/ACRE
• � MAY 1 - AUG, 15 GERMtAN MILLET
Within 15 working days or 30 calendar days, LIMESTONE 2.000 LBS/ACRE
upon completion of any phase of construction. 10-10-10 FERTILIZER 750 LBS/ACRE
Slope stabilization shall be established MULCH (STRAW) 4,000 LBS/ACRE
within 21 working days or 21 calendar days,
4' MIN. SILT FENCE 8' MAX.M srAmw EXTRA STRENGTHNGTH FABRIC WITH WIRE FENCE FABRIC WITHOUT WIRE FENCE upon completion of any phase of construction. AUG. 15 - DEC. 31 RYE(Grob) 120 tBs/ACRE
LIMESTONE ZOOO LBS/ACRE
10-10-10 FERTILIZER 1,000 LBS/ACRE
MULCH (STRAW) 4,000 LBS/ACRE
MIN. 12-1/2 GA.
L"' D1A� 10� VEGETATIVE STABILIZATION
: YIN. 10 GA. WTNiES 1. iemaprllr oteason Dear o m wAae At01a LIE oowetlteN sN[a tnE now
L� WIRES me>o me ttam tNn=Dow aom a om�m The angle for graded slopes and fills shall be no
O SW FENCE F uu L LIT a m ne9ror®itNBl au mar 8 aE-111111F RILL greater than the angle which can be retained by
' litTO s Wall ORL m FAMB WM ttner orino®er tagawl W OR att11111111P etr ML vegetative cover or other adequate erasion control
any event. slopes left
TOP OF SILT FENCE - _ exposed will, within 21 calendar days of completion
MUST BE AT LEAST 1' - ; - GRADE 2' MIN. of any phase structures.
fg grading, whichever whichever is shorter,
ABOVE THE TOP OF r - - _ wttuE roeo�-cols r _� be planted or otherwise provided with ground cover,
THE WASHED STONE - -' ' z _ oarerwrcnoer or mar Q
e®•Y°'�'r� devices, or structures to restrain, erosion.
_ __ Pursuant'to G.S.113A-57(A), provisions for a ground
' = -- -
-- -------------
' N LI completion construction
cover sufficient to restrain erosion must be
• •' - � � - - - " = �: '- - = accomplished within 15 working days or 90 calendar
�4 - . Y_. 12, development following
whicheever perios s shorter. except
STEEL FENCE POST FRONT V'I E W CRCs SECJICKAL VIEW as provided in 15ANCAC 48 .0124(e).
WIRE FENCE FRONT VIEW N N ;
11 TEMPORARY DIVERSION DITCH CONSTRUCTION SEQUENCE
-USE Obtain Sedimentation and Erosion Control permit.
(� HARDWARE CLOTH -USE SILT FENCE ONLY WHEN DRAINAGE AREA STEEL POST WiTH PROJECTLONS TO FASTEN FABRIC 2. Call n Sedimentation
before land disturbance begins [phone].
BURY WIRE FENCE CBEs NOT EXCEED t/4 ACRE AND NEVER IN 3. Install ravel construction d, tem ra diversion ditches. silt
I I FILTER FABRIC, AREAS OF CONCENTRATED FLOW FABRICWOVEN WIRE fencing, po ry
i i AND HARDWARE SILT FENCE CE07EXi1LE FABRIC g sediment basins and/or other measures as shown on the
Y) approved plans. Seed and mulch sediment basins and
• r—I v 1 FILTER OF #57 CLOTH IN TRENCH -END OF SILT FENCE NEEDS TO BE 'TURNED UPHILL temporary diversion ditches. Clear only as necessary
STEEL FENCE POST to install these devtces.
(� WASHED STONE SET MAX 2 APART -IF FLOW OF WATER RUNS PARALLEL TO THE TOE Li
FILL SLOPE • FOR REPAIR OF SILT 4. Cali for on site inspection by Environemental Inspector
MIN. 18" INTO SOLID THEN ANCHORING OF THE FENCE SHOULD BE Ta m
,.n ` ('� } , GROUND REINFORCED WITH 12" OF NC DOT S OR #57 ''r :�- FENCE FAILURES, USE v and obtain Certification of Compliance.
`(�f �✓ 3 FILTER FABRIC No. 57 WASHED STONE. SEE PLAN 5. Begin clearing and grubbing. Inspect and maintain devices
ON GROUND WASHED STONE. .`.`'" FOR ANCHOR WHEN SILT weekly or after every rain event. Rough grade the site.
Q SECTION C TI 0 N VIEW E,A/ =' = GRADE FENCE IS PROTECTING 6. Remove and seed Temporary Diversion Ditches once
V VY -FOR REINFORCEMENT OF STANDARD STRENGTH FILTER
FABRIC, USE WIRE FENCE WRH A MINIMUM OF 14 GUAGE CATCH BASIN. Permanent Ditches are installed.
AND A MAXIMUM MESH SPACING OF 6 INCHES. . e. M. COVER OI� LRMG 7. Install storm sewer (if shown) and protect inlets with silt
4 FORWARD ALONG THE TRENCH
Xy ® OVER SKIRT a fencing, arc filters. and inlet protection. Protect outlets
i td D WfIRE Ir MIN. INTO TRENCH with Outlet Protection as shown on the plans
r� I AM AS 8. Stabilize site as areas are brought to finish grade with
1 DIRECTED BY ENGINEER s
BURY WIRE FENCE AND II NOTES: vegetation, paving. ditch linings, etc.
9. When construction is complete, the topsoil stockpile has
J ..� HARDWARE CLOTH r I BURY 6" OF UPPER EDGE OF 1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. been removed and the project is completely stabilized
FILTER FABRIC IN TRENCH 2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING. call for inspection b the Environmental Inspector.
SIDE VIEW. P Y P�
TO BE INSTALLED IN ACCORDANCE WITH 10. If site is approved. remove temporary diversions, site
• MANUFACTURER'S INSTRUCTIONS fencing. sediment basins, etc., and seed out or pave any
r_ resulting bare areas. All remaining permanent erosion
devicesSTANDARD SILT FENCE OUTLET STANDARD TEMPORARY SILT FENCE TEMORARY LINING DITCH DETAIL 11. When ivegetation hasldbecome eestabii be installed hed, call for final site
E NTS inspection by Environmental Inspector.
Ar
,`,ntllrl/`t'' SCALE SHEET N0.
�•`��``��N CAROL''-,, DESIGNED SSS
` ESS� 'yZ SSS DATE: NOV 2008 HORIZONTAL:
D / A ER OUTFALL EROSION CONTROL DETAILS
. 4 SEAL o A, �, SW PROD. # 08-0096 AS NOTED _
�, 17688 C ` CECM SSS lkffmaSURVEYING AND 201 GLEN ROAD and PUMP ST ONWATER. SERVICE DETAILS VERTICAL:
►NE ��,.� ENGINEERING, INC. GARNER, N.C. 27529
DWG FILE # DESIGN.DWG
ER �' ' 0100� PROD. ERG. SSS 919-773-0183 3
DATE 4
REl►.No. DATE '�h//rnlen00% .S' 919-773-0148 (FAX)
OF:
REVISIONS __

— 12"
USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE 1033
IN NON-TRAFFIC AREAS OR RAISED MANHOLES
a ❑ c STANDARD MANHOLE
00000 RING AND COVER
Q ❑ ❑ ❑ ❑ ❑D 0
Q Q 0 a D 0 Q -- USE 4 EA. A ANCHOR BOLTS O 1 O 9J�"
TO BOLT FRAME TO SPACER.
000. 00 8" USE ROPE MASTIC SEAL
STD. MANHOLE 8" MAX. FOR SPACER BETWEEN FRAME AND SPACER.
RING & COVER
LABELED [� ❑
"SANITARY SEWER"
2'-0', 3'-0" MANHOLE STEPS
a,
FRAME & COVER OR 4'-0" a 16" O.C.
o, ECCENTRIC W.
TAPER UNIT COPOLYMER POLYPROPYLENE
PLASTIC MA INDUSTRIES MODEL
a
JOINTS SHALL BE SEALED PSI-PF OR APPROVED EQUAL
WITH A RUBBER O-RING
e ; GASKET OR ROPE MASTIC SEAL.
�-�--23.5"
CEMENT GROUT ALL JOINTS
2' �1„ INSIDE AND OUT
°n
O ER RISER UNIT
i.
5" 4' DIA. MIN. ° 5"
FINISHED GRADE USE MIN. 4 EA. 3/8" ANCHOR
BOLTS TO SECURE FRAME TO MANHOLE -
12" SLOPE
1.5" MIN. ON ALL INVERTS BASE UNIT - A"
BASE COURSE BASE COURSE
e_ e STD. MANHOLE - 1Y4" 3 "
" = RING & COVER EXTENDED BASE BRICK & MORTAR INVERT
a 6" MIN........ (IF REQUIRED)
- e
IEW
III—I I I e a III—I I I
RAM-NE K Q III III y
SEALANT ..' : i' . : =° °' 2" MIN.
COMPACTED FILL e• Q a COMPACTED FILL
WIDTH AS
a REQUIRED
NOTE: CONCRETE ENCASEMENT SHALL MIN. 6" GRAVEL BEDDING
FRAME ONLY BE USED IN AREAS WHERE COVER
IS TO BE FLUSH WITH PAVEMENT OR
CONCRETE. CONCRETE ENCASEMENT STANDARD PRECAST CONCRETE MANHOLE
H O L E
SHALL NOT BE USED A NON—TRAFFIC POLYPROPYLENE PLASTIC STEP
AREAS AND ABOVE GRADE INSTALLATIONS. NOT TO SCALE
STANDARD MANHOLE FRAME & COVER NOT TO SCALE
NOT TO SCALE
1
HAND PLACED _ _ _ _ _ _ _ HAND PLACED A&-PIPE
DENSELY COMPACTED =1 I I �_� DENSELY COMPACTEDBACKFILL TO 1 FT. I�I I - - - - I I I N BACKFILL TO 1 FT. IABOVE TOP OF PIPE , - - - - _ ABOVE TOP OF PIPE _BEDDED .PIPE - PIPE BEDDED PIPE
_ O.D. O.D.
MINIMUM STONE D/8 " D/4 -
EMBEDMENT AS
INDICATED. GREATER IF ...... -
REQUIRED BY SHAPED SUBGRADE -�
TO PROVIDE BEARING
MANUFACTURER ALONG ENTIRE LENGTH
Y2 PIPE OF PIPE BARREL
SHAPED STONE O.D. Y2 PIPE 24" + O.D. MAX. NOTE: PIPE SHALL BE BEDDED UP TO
TO PROVIDE BEARING 24" + O.D. MAX. O.D. 12" + O.D. MIN. SPRING LINE AND MINIMUM 4" BELOW
ALONG ENTIRE LENGTH 12" + O.D. MIN. BOTTOM OF PIPE WHEN WET AREAS r�
OF PIPE BARREL SANITARY SEWER SANITARY SEWER ARE ENCOUNTERED. V 1
(0 —8 DEPTH) (DUCTILE IRON
o� PIPE LAYING ONLY) HAND PLACED
CONDITION "A" 0'-16' DEPTH DENSELY COMPACTED
SLOP ( ) BACKFILL TO 1 FT. )I -_ ___ _ _
PIPE LAYING ABOVE TOP OF PIPE _III- - _I��'
CONDITION "C" ' i _ __ = i�- UNDISTURBED EARTH
- - - ® - ELECTRONIC MARKER BALLS AT 100' ON
CENTER & AT BENDS. MARKER BALLS SHALL
BEDDED PIPE _--O.D.-- BE INSTALLED AT 1 1/2 TO 2' DEEP. P
* _ _ NOTE: MARKER BALLS SHALL BE
INSTALLED CONCURRENTLY WITH PIPE.
SHAPED SUBGRADE _
HAND PLACED _ HAND PLACED - - I MARKER BALLS SHALL NOT BE 0
DENSELY COMPACTED I I^ - - - - - - _�� DENSELY COMPACTED =1I�- - - - - - - - SHALL PROVIDE BEARING I - - I= INSTALLED AFTER TRENCH HAS BEEN
BACKFILL TO 1 FT. I - - - - I I BACKFILL TO 1 FT. I I— - — - I ALONG ENTIRE LENGTH 3I►
COMPLETELY BACKFILLED.
ABOVE TOP OF PIPE NIL,, ____„--- ABOVE TOP OF PIPE I ____„ OF PIPE BARREL /2 PIPE O.D.
BEDDED PIPE PIPE BEDDED PIPE -PIPE-]- 24" + O.D. MAX. ro
- -O.D. D/8z3" D/2 - O.D. D/ga3^ D/2 12 + O.D. MIN. nn ll
MINIMUM STONE MINIMUM STONE I1QjE; W
EMBEDMENT AS EMBEDMENT AS :-:___• FORCE MAINS 800 AND SMALLER }-��
INDICATED. GREATER IF _ INDICATED. GREATER IF SHALL HAVE MINIMUM OF 3' COVER. " o 1
PLAN REQUIRED BY REQUIRED BY FORCE MAINS LARGER THAN 800 (T'{
MANUFACTURER MANUFACTURER Y2 PIPE SHALL HAVE A MINIMUM OF 3'-6" V rn)
SHAPED STONE Y2 PIPE SHAPED STONE O.D. COVER. n 1
O.D. 24" + O.D. MAX. TO PROVIDE BEARING 24" + O.D. MAX. FORCE MAIN W
C TYPICAL MANHOLE INVERT TO PROVIDE BEARING
ALONG ENTIRE LENGTH 12" + O.D. MIN. ALONG ENTIRE LENGTH 0.1
12" + O.D. MIN. PIPE LAYING � ninll
NOT TO SCALE
OF PIPE BARREL SANITARY SEWER OF PIPE BARREL SANITARY SEWER CONDITION "E" W(<8 —16, DEPTH) (DUCTILE IRON
PIPE LAYING ONLY) r____i
CONDITION "B" '
(>16 DEPTH) PIPE LAYING CONDITION +,
PIPE LAYING
CONDITION "D" NOT TO SCALE
e �
PIPE LAYING CONDITIONS PIPE LAYING CONDITIONS
NOT TO SCALE
NOT TO SCALE
Ar
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CARp�iy'.,- DESOM SSS SCALE SHEET NO.
ESS/ �- DATE: NOV 2008 SEAL o WAWN SSS SOUTHWIND A ER OUTFALL SEWER DETAILS HORIZONTAL:
rm 17688
A' SW PROD. # o8—oos6 AS NOTEDD-3
cwEacm SSS SURVEYING AND 201 GLEN ROAD and PUMP STA71ON VERTICAL:
-,`may ���►NE�� ���,� ENGINEERING, INC. GARNER, N.C. 27529 DWG FlLE # DESIGN.DWG
YE R c��,.� '" (,� ' �O DAB per. per. SSS 919-773-0183
REMO. DESCMP110NS DA?E �rrrrr►r��►ttttt�\` 919-773-0148 (FAX) OF: 3
REVISIONS S