20120736 Ver 1_Site Plan_20120802

FTP MCRWASA Water Treatment Plant and Water Transmission System Page 1 of 1
FTP- MCRWASA Water Treatment Plant and Water Transmission System
Liz Lorscheider [Ilorscheider @thewootencompany com]
Sent Thursday August 02 2012 9 47 AM
To Strickland Bev
Cc Crystal Penton [cpenton @thewootencompany com] Charles Davis [cdaws @thewootencompany com]
'Good Morning Bev
I dropped off a PCN for the Martin County Regional Water and Sewer Authority Water
Treatment Plant and Transmission lines this morning and the nice woman signing in my
plans requested electronic copy of the plans and documents They are contained in
our FTP site under the PUB—DROP folder under MCRWASA PCN
The following are the directions to access our FTP site
The Wooten Company maintains an anonymous FTP site for the exchange of files It can
be accessed using any ftp client If you do not have a ftp client you can access the
files from Windows with the following instructions
1 Open a Windows window (NOT Internet Explorer) If the Address Bar is not
displayed near the top left Open View > Tool Bars and select Address Bar so
that the address Bar will display
2 Type ftp / /ftp thewootencompany com into the Address Bar and press enter
3 Open PUB—DROP
4 You should now be able to copy files to the site or copy files out of the site
If there is anything else I can get for you or any questions or concerns please do
not hesitate to contact me
Regards
Liz Lorscheider
Designer
The Wooten Company
120 North Boylan Avenue
Raleigh NC 27603
919 828 0531
Fax [phone]
www thewootencompany com
r�
https //mail nc gov /owa/9ae= Item &t =IPM Note &id= RgAAAAAAOgPoLNIPQZ06vHVRO 8/2/2012

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WATER AND SEWER AUTHORITY
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` ' C PROJECT No, 3104—G
QFFKII�'ERS AND [SEC ORS
CHAIRMAN: DONALD W. CHRISTOPHER
DAV0 B. BONE
AL R. CHESSON
AL PERRY
TONIMY OW (ALT.),
HERIMAN B. DAME—LS (ALT,)
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THE A-MOTEN COMPANY
EN G I F E E R Q N a PLAIMN NG I ARCHITzCTURE
120 NcrP, Boylan Avenje Raleigh K 27503 -3423
939 -828 0531 fax [phone]
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PROPOSED
RAW WATER
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TRANiSRIISSION NiAI ��
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DESIGNED BY:
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PROJECT NO..
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DATE:
AUGUST 2012
SCALE:
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SHEET 2 OF 26
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PROJECT MAP AND INDEX OF DRAWINGS
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NOTES IL: LEGEND
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13 RAW WATER TRPR MfSSI N A AN - PLAN XD PROFILE - RIVER RD BSO 1454) AND MAIN ST CLUi HWY to PUS` ETrA, 0 -00 TO STA. 25,00
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F.
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10 RAW WATER TRANSMISSION MAIN - PLAN AM PROFILE - MAIN ST WS HWY 17 BUS) AiND EAST BLVD (US HWY 15 -17) STA 25 =00 TO STA. 4.0.00
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18 RAW WATER 7ReANSAI$SICH )RAN PLAN AND FROFILE - FAST BLVD (US HWY 13-17) AND GATLIN S2 S7A"„40.,.00 TO STA. 55 *00
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fro' RA'k8 WATER TRANSMISSION MAN PLAN AND PROFILE - GATLIN ST STA. 55,00 TO END
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38 FINISHED WATER TRANSMISSION. MAN 'PLAN AND PROFILE - PARK ST AND EAST BLVD BUS HS9Y 15 -17° STA E4 *00 TO STA, 26 °00
10.
07.5
IN" FINISHER, WATER TRANSMISSION MAIN -PLAN AND PROFILE - EAST BLVD SUS HWY 13 -17% PEAY.S ST AND UNION AVE STA 2S +410 TO STA, 42-OD
11.
C2.4
+3" FINISHED WATER `FSRP"l MISSION MAN - PLAN AND PROMILE - UNION AVE, JANESVILLE RD fSR 1446) AND MARTIN LUTHER KINK sR DR STA 42 -UO TO STA. 55,00
12.
C2.5
PLAN PROFILE P:'t4RTITS LUTHER 9{iPiG ,iR DR STA s &-+a)O TO END
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15.
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12 FINISHED 1'! .TER TRANSMISSION MAIN - PLAN AR) PROFILE - EAST BLVD (SR 1593), AAARTIN COUNTY PROPERTY AND US HWY 93 -17 STA 5F ®GH TO STA. 14 *00
14.
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FINSHED 'RATER TRANSM;SION MAIN PLAN AND PROFILE US HWY 13 -17 AND US P.WY 64 EAST STA 14 +00 TC STA, 28-00
15.
C3Z
12 FINISHED WATER TQd'NS11iSSVON MAN PLAN AM PRDC IL US HWY 64 EAST STA 23 «00 TO STA. 42,03
16.
C3.4
12 FINISHED WATER TRANSMISSION MAN PLAN AND -RM9L_ - CIS HWY 64 EAST STA 4240® TO STA. 5500
17
C3,5
tt FINISHED 'HATER TRAVSM'SSION MPAM - PLAN AND PROFILE - US HWY 64 EAST STA 56,,00 TO STAR.70.30
13
C3.6
12 FINISHED MATER TRANSkESSION MAIN - PLAN AND PROFILE - US HWY 04 EAST STA 70-00 TC STA. 134 *00
19
C3.7
2 INSHW_'D WATER TR.ANSi SSION MAIN - PLAN AM PROFILE - US HWY 64 EAST STA 34400 TO END
20.
C4J
r FINISHED WATER TRANSM;SSION RAIN - PLAN AND PROFILE - US HWY 64 STA 0.00 TO STA. 12 »00
21.
C4.2
1e 1 ISHED WATER TRAM MSSION! MAN PLAN AND PROFILE - US HWY 64 STA 12 00 TO STA, 26-00
22,
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1 2" FIH4SHED WATER TRANSVWSSION MAIN - PLAN AND PROFILE US HWY 64 STA 26 00 TO END
23.
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2 FINISHED WATER TPANSACSSIDN MAN - PLAN AND PROFILE - US HWY 13 -13 TO JOWESViLLE RD AT FAC70RY ST STA L <CO TO END
24.
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WATER METER VAULTS
25.
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6OISCELLANEOUS DETA4S
26.
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EROSION CONTROL DETAILS
U - 2 PROPOSED WATER
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METER VAULTS
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SCALE:1" - 600'
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12" FINISHED WATER s $ j ��oy r- �-- PROPOSED5 PROPOSED
TRANiSRIISSION NiAI ��
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DATE:
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DEPARTMENT OF TRANSPORTATION
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EXPANSION JOINT
FINISHED FLOOR ELEVATION
FINISHED GRADE
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FORCE MAIN
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FEET PER SECOND
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NORMAL GROWN
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NORTH CAROLINA CRID
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NORTH CAROLINA GEODETIC SURVEY
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NUMBER
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NO.
NOMINAL
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DC
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OVERHEAD
GRID
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POINT OF CURVATURE
?ED
PEDESTAL
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PLAIN END
N
POINT OF iN T ERSECTIGN
PIV
POST INDICATOR VALVE
R
PROPERTY WINE
PF
POWER PO .E
PRV
PRESSURE REDUCING VALVE:
PSI
POUNDS PER SQUARE INCH
PVC
POLYVINYL CHLORIDE
PT
POINT OR POINT OF TANGENCY
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PAITIAENT
R
RADIUS
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RGH,7 OF WAY
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REINFORCED CONCRETE PIPE
R'.F
REFFRENCE
REG'D
REQ13RED
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RETAINING
REV
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RPZ
REDUCED PRESSURE ZONE
RP9t1
REVOLUTIONS PER MINUTE
REINF
REINFORCED
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SIDEWALK
PAR
SANITARY
SCH
SCHEDULE
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STORM DRAINAGE MANHOLE
SF
SILT FENCE
SNT
SHEET
"
'SOUTH
SPECS
SPECIFICATIONS
Sp
SQUARE
SS
STAINLESS STEEL
ST
STREET
STA.
STATION
STD
STANDARD
SYM
SYMBOL
T
TANGENT
TOM
TE.APORARY BENCH MARK
TOP
TERRA COTTA PIPE
70D
TEMpDR,ARY DIVERSION DITCH
TEL
TELEPHONE
TAT RED
TELEPHONE PEDESTAL
TEILP
TZIAPORARY
THK
THICK
TOO
TOP OF CURE
TOP
TOP OF SLOPE
TOW
TOP OF WALL
TP
TELEPHONE POLE
TRANS
TRANSFORVRER
TYR
TYPICAL
DIG UNDERGROUND
VC
VERTICAL. CURVE
VCP
VITRIFIED CLAY PIPE
VFRT
VERTICAL
VOL
VO UME
VPC
VERTICAL POINT OF CURVATURE
VPl
VERTICAL POINT OF INTERSECTION
VPT
VERTICAL POINT OF TANGENCY
W/
WITH
lML
WATER LINE
WM
WATER METER
WT
WEIGHT
WV
1%ATER VALVE
WTP
WATER TREATNIENT PLANT
WWF
'WIELDED WIRE FABRIC
WWTP
WASTE WATER TREATMENT PLANT
YI YARD INLET
NOTES
ADHERE TO THE FOLLOWINC ITEMS IN THE CONSTRUCTION OF THE UTILITY AND
APPURTENANCES UNLESS OTHERWISE NOTED.
GENERA
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS-OF-WAY. THE NCDOT DISTRICT ENGINEER FOR THIS PROJECT.. IS� DIVISION 4,
DISTRICT 1, RONALD L. KEETER, JR., PE (252)583 - 5881.
2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY, NOTIFY UTILITY LOCATING SERVICE TO
MART: LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR -0 COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
714E COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISIYIRSED PROPERTY
CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4• TEMPORARILY REMOVE MINOR ITEMS AS HE FOR THE INSTALLATION OF THE UTBLI I` Y. MANOR
IsEoMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEVIER PIPES,
SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR
ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND
RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER
FOOT COST OF THE UT.LITd BEING INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONS18I -E AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CON-1 1 RAC`I'OR OR RESULT NO
FROM THE CONTRACTOR'S WORK (ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CCNTRAC 4OR
SHALL CORRECT OR REPLACE THOSE UTILITIES STORM DRAINAGE, HEADWALLS, AND 07HER FACILITIES
DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHO1•VIN ON THE PLANS OR NOT.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC-
TURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST.
7. 6 INCHES OF NCDOT NO. ABC AGGREGATE SHALL BE PROVIDED FOR THE FULL WIDTH OF
GRAVEL DRIVEWAYS AND ROADS FROM THE EDGE OF THE ROAD SHOULDER TO 5 FEET
PAST THE OPPOSITE SIDE OF THE PIPE TRENCH.
z. OPEN OUT PAVED DRIVEWAYS, SIDEWALKS, AND CURB ANT) GUTTER. REPLACE ( :URL? AND GUl1TER
WITH NEW TO MATCH ,'HE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL.
�. COMPACT OPEN CUT ROADWAYS, LOCAL AND NCDOT, Tr'OROUGHL Y PER SPECIFICATIONS.
1'0a SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAIM WITHIN NCDCT RIGHT -OF -WAY.
�.
CONTRACTOR SHALL VERIFY THE HORIZONTAL -ND VERTICAL LOCATION AND SIZE OF EXISTING UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY 17 A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UT':L71ES.
12. WHEN TRENCHING IN SIDE NCDOT FIGHT-OF-WAY, SHEET OR SHORE AS REQUIRFB) TO MEET NCDOT
REQUIR MENITS.
13. WHERE ACTUAL FIELD CONCH €;ONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT,
THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING
ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR R
IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT THE
CONTRACTOR'S EXPENSE.
14. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR. PROVIDE SECURITY VALVE WHERE
INDICATED ON PLANS.
15. PROVIDE; CONCRETE THRUST BLOCKS Al HITTING LOCATIONS.
161. CONTRACTOR SHALL NOTIFY I'HE CITY OF ROCKY MOUNT WATER RESOURCES DEPARTMENT A[
LEAST 2 WEEKS PRIOR TO WORK ON VVATERLINES. PHONE (252) 972 °8237.
17.. NEW WATER MAINS SHALL DE INSTALLED WITH A MINIMUM COVER OF 3 -0 ". GREATER DEPTHS MAY BE
REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSING, UTILITIES, AND OTHER STRUCT URES. REFER
TO THE PROFILE DRAWINGS FUND DETAILS FOR THE KNOWN LOCATIONS OF THESE UTILITY, CULVERT AND
ST RUCTURE CROSSINGS.
18. THE LOCATION OF NEW WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER ON SITE PRIOR TO
CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE LINE CONSTRUCTION SO T41A.T NO SERVICES
ARE INSTALLED PRIOR TO ENGINEER'S REVIEW. GENERA I Y NO NEW WATER SERVICES WILL BE REQUIRED
ON THIS PROJECT.
EROSION CONTROL lNO/TES
SuRvr
EXISTING
1. INSTALL SILT FENCE OVER Pc AROUND TOP OF EXISTING STORM DRAINAGE INLE l F &
NEW
PIPES IN AND ADJACENT TO DISTURBED AREAS.
BENCHMARK
2. 'INSTALL SILT FENCE AROUND SPOIL PILES.
g' � � W
3, PROVIDE EROSION CONTROL MEASURES AROUND STOCK / WASTE PILES AND STAGING AREAS AS
Lu I, 0?
DIRECTED BY ENGINEER,
3
°>
4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
OF
Sl. T FENCE, STONE CHECK (JAM?, OR CRC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
S. REPLACE 'DISTURBED STORM, PIPE OUTLET PROTECTION 'VATH RO�JAL OR GREATER UMOUNT OF
IP.ON PIPE
RIP -RAP WITHIN 15 DAYS OF OISFURBANCE.
o
6. INHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "T'
RIP-RAP SHALL DE PLACED AROUND PPE OU1LF( AS DIRECTED BY ENGINEER.
:.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
o
8. UTILIZE SILT FENCE IN AREAS NEAR ANY STREAM OR FLOWING DITCH.
€
EROS ON CUWIFROL CONSTRUCTION SEQUENCE
a: a
1. OBTAIN AND POST COPY OF CER T`ICATE OF EROSION CONTROL. PLAN APPROVAL. , C
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
THE DRAWINGS. INSTALL. TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS.
3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT (252) 945 -6489 FOR SITE 6NSP EC T VON
PRICR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
4. ONCE EROSION I CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5. MAINTAIN EROSION CONTROL_ DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY
SYSTEM IMPROVEMENTS, INSPECT DEVICES .AFTER EVERY RAINFALL EVENT AND
CLEANOUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
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FLMIT OF LUkaP
-UM PAYMENT
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x
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vc
A
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SEE SHEET 03.3
OTION
/
L
W wl
P
� � o
/
' DIP t
POLE FOI SEAGA AN ENNA
� F "LOW TO WUS_2
R/W WIDTH VARIES - -_
gg S_ � +ILi_ @AMSTCAV
Cd
8 QPACTORY STD
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(TYP)
SEE ENT C3.1
a
�,
a �
I UN9JTk9M11n ACCESS HATCH
a�
+ 20 20
\
t ti PERMA PdENT
t.
(TYP)
y t EASEMENT
(TYP)
+f1LLIAfi,3�TON
t
+
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ry
1
i
1
P
7 \9 \
LIMITS OF
DISTURBANCE
�\ o
-GATE VALVE
(TYP)
'_—PONC BLOCKING I
° TYP
"
_ 1 � I
LIMITS OF - - - - -- ------------ 7 �_m__- __� 1
z 7 "ISTURBAniGC 28' —?— j --� ----- i
WILLIAMSION TANK
ROCK METER VAUL` 'P X11
CHECK DAM FN GR,' §W EL 32.75
T"SP FLUSH W/ FIN GRACE
E. QftCh �� / 1s �-L
POLE FOR SCADA ANTENNA
- — AHD -SCADW -PANEL
i
1 I,
t Q
Y
—_� 36
f F.`a9'pole
0
COG \
\II
SITE PLAN SEE SHEET C2.3
WILMSTON TANK ST
METER VAULT
V, 10'
b,
--- {�IF.61t EQUIPMENT RACY{ t
EXISTING POLE MATH ppp OR A0QVIER dLIOFfTdNG) --`
STOW €R SERVICE ^ g PANEL AND SCADA PANEL
f 10"
d i - FL") +N TO
4t''ILLIAMSTON
\- °PIES,✓ ANTENNA POLE Ey kS7NG NEPTUvJr.
TURBINE METER (TY.. t _. „...
j Il
m
m
Ilf
NEW SUMP PUMP —,,LL 1 ._._..FGA
STRA€NER---�*.,,I j �—CV
FLOW TO WSD -2 ._
10,113' CONC VAULT m
OUTSIDE DIMENSIONS
1:
FLOW TO WILUAMSTON
FLOW
�-P EW 6" GLOBE OUTSIDE DIMEN IONS)
VALVE
MIN
NOTES:
`I.INSTALL SUMP AND V SCIHEDUL^ SO PVC
DISCHARG7 PIPE (SIMILAR TO FINIS; IE6 WATER
METER VAULT DETAIL',
2. INSTALL GLOBE VALVE W/ SOLENOID CONTROL
VALVE ON LINE TO WSD -2 IN VAULT. CONNECT
TO SCADA SYSTEM,
3. CLEAN MID PAINT PIPE AND VALVES.
4.REPLACE HEAD OF BOTH COMPOUND METERS
FOP REMOTE READ (4- 20,mAU TRANSMI .ER HEAD.
5. ALL VAL ` FS AND FI ECTRICAL COMPONENTS SHALL
BE SUITABLE FOR OPERATION IF SUBMERGED.
r.MODFY EXISTING SCADA SYSTEM TO ADD GLOBE VALVE CONTROL.
IMPROVEMENTS T0 EXWING
'VVSQ -2 - US 17S METER VAULT
SCALE NTS
I \
al
® SSW
RY s 34.01
1­1,28,01
n 0,A2 &G7
.S.,,
m, 4 ®�%eJN✓
a� C VAULT
8 "x10 " REDUCER (O UTSIDE
DIMENSIONS)
REMOVE CV AND
INSTALL 10' GLO ®E
cr VALVE Al/ SOLENOID
CONTROL VALVE. CONNECT
FLOW TO 10 SCADA SYSTEM
VNSD -2
NOTES:
AREA LIGHT " 1. CONNECT NEW GLOBE SOLENOID
CONTROL VALVE TO SCADA SYSTEM.
2. MODIFY EXISTING SCADA SYSTEM
TO ADD THIS CONTROL.
3. ALL VALVES AND ELECTRICAL
COMPONENTS Sh -N L BE SUITABLE
FOR OPERATION IF SUBMERGED.
AARROV v' ENT S TO EXISTING WSD-2
BN EY RD BPS NIE DER VAULT
acne: Nrs
2'O".12'' PRECAST
CONC SPLASH PAD \
SUMP Sa PVC \
.UMP PUMP
DISCHARGE
BALL CHECK
VALVE
SUMP UMP Y, HE
516 V, SINGa.E PHASE c
DIP
4
2= FLOW
-T A
,POINTS
WSD2 HWY E4 EAST
METER VAULT
70P -L 30,75
FIN GR 30.25
_ °V RnY _
0 ° EP
1 _ T`... 12" 'WL
w
4
PlE -- - - - -_-
UPS A PfiEoNMP 9
FOR M_TFR VAUd TS--V
N
V� @
\ I
SLOPE
1/4 " :r7
L 0
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Rhh
US H`4vy 13 -17
-
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' DIP t
POLE FOI SEAGA AN ENNA
;
R/W WIDTH VARIES - -_
RE�TRXN ALL MECH JOINTS / CONE o
RE TRAIN ALL MECH JOINTS BLOCKING (TYP) TEMPORARY
„ �iP
t
� , CONSTRUCTION
j
(TYP)
SEE ENT C3.1
y
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➢ REDUCE
I UN9JTk9M11n ACCESS HATCH
2' a" 92" PRECAST I
+ 20 20
GATE
VALVE /
t ti PERMA PdENT
t.
(TYP)
y t EASEMENT
(TYP)
+f1LLIAfi,3�TON
t 'aa OiSi pe _ I
Ui----------- w
ALTO Y ST
IETE°' VAULT
OF L 30.75
J
ry
N R 30.25
9",c1D'PRFC A,7
NOTE 1) � \
L�
/ 38'
F 10' 'd'
GRADE
1. 3..
FIN GRADE
FLOW TO L Z
i k : ;DS -2 -BORE PIT
10i
IDES
t i� I
- r
12"
C
8" COMPOUND METER 8 STRAINER
t ® Ge
.. ;L
0 10' ANCHORED FCA
& ANCHOXf`D FCA
�
NOTES: 10" SPOOL (F`- c PE)
�-'<J
I
I
I
1. TOP OF WILD MSTON - TANK ST t0' 90" BEND OR TEE
890" BENS OR SEE
12" DIP i
REDUCER
B
L
W wl
P
� � o
_ .MH STEPS
' DIP t
POLE FOI SEAGA AN ENNA
AND 2"A L OR FIBERGLASS
J`�AND SCADA PAN`SL
RE�TRXN ALL MECH JOINTS / CONE o
RE TRAIN ALL MECH JOINTS BLOCKING (TYP) TEMPORARY
„ �iP
t
� , CONSTRUCTION
j
(TYP)
@ 16" OC
I 1
�,
➢ REDUCE
I UN9JTk9M11n ACCESS HATCH
2' a" 92" PRECAST I
� B °, [NP ! I
GATE
VALVE /
t ti PERMA PdENT
t.
(TYP)
y t EASEMENT
(TYP)
+f1LLIAfi,3�TON
1 10" DRAIN PREP, 70 SUM P
ALTO Y ST
IETE°' VAULT
OF L 30.75
J
ry
N R 30.25
9",c1D'PRFC A,7
NOTE 1) � \
'I' -3 "
/ 38'
F 10' 'd'
/LIMIT OF UMP
w(\ SUM PAYMENT t
FOR METER VAULTS
(TYP) -°.-v�
------------------ 3p @ F
TO
tai ° IAMSTOM "0
"
z �uf
FOG
ffE PLAN SEE SH T C5,1
WILLIAM TON - FACTORY ST
AND INSQ2 . X 64 EAS -F' � .,
METER VAULTS
1" = 10.
/ CONNECTOR i I.
r. Q FINISHED
Ftd ?At
T-6" MIN 'WATER MAIN
s TIP
(TYP) L�' DrP �� o G 0 DIP
` Y °f
HKOD
SUMP P9YiP DISCHARGE �6 FLOW
\ Ir ! TO CATCH BASIN. MAINTAIN 'C - FLEXIBLE PIPE
`FIP€ISHED POSITIVE GRADE / CON{ rCiOR
WATER MAIM i6" (TYP)
'.6" DIA SUMP PIT `VVI PUMP
_ .MH STEPS
AND 2"A L OR FIBERGLASS
'12" #5/ &FONE
Q16, OC
MIN STEPS
.vconc
GRATING NOTCHED TO
j
3z4�ALU�flINUMl ,4CCESSH.ATCH
@ 16" OC
/-
1'° SUAAP PU {v1P /
/ CAST I ^! TOP OF VAULT W/
I UN9JTk9M11n ACCESS HATCH
2' a" 92" PRECAST I
DISCHARGE TO '/
/
9 112" DRAIN PIPED TO SUMP
OAST IM TO OI- VAUL t @Nj
CAST
CONE SPLASH PAD -\\
SPLASH PAD
OR CONE SPLASH PAD
1 10" DRAIN PREP, 70 SUM P
6" (SE
�
/
/ 6;110' PRECAST
9",c1D'PRFC A,7
NOTE 1) � \
'I' -3 "
COdJC.VULT
O C VAJI.T
GRADE
1. 3..
FIN GRADE
... FLEXIBLE PIPE
_-F!N
12"
.
/ CONNECTOR i I.
r. Q FINISHED
Ftd ?At
T-6" MIN 'WATER MAIN
s TIP
(TYP) L�' DrP �� o G 0 DIP
` Y °f
HKOD
SUMP P9YiP DISCHARGE �6 FLOW
\ Ir ! TO CATCH BASIN. MAINTAIN 'C - FLEXIBLE PIPE
`FIP€ISHED POSITIVE GRADE / CON{ rCiOR
WATER MAIM i6" (TYP)
LL
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SHEET 24 OF 26
01 1
'.6" DIA SUMP PIT `VVI PUMP
7
AND 2"A L OR FIBERGLASS
'12" #5/ &FONE
SIGNAL rO
.vconc
GRATING NOTCHED TO
-GROUT 2'' PER
SCADA RTU
ACCOMMODATE PUMP
FT
SLOPE iM PER FT
DISCHARGE PIPING AND / /
MIN TO SUMP
M -N9A9' iti� PIPE 1 FAIT- 1[F(�4Nn R'✓,CTAN{:FC
POWER CORD ,S
P -JRI�' a�vr l .a¢ \ LF
DIAMETER OF PIPE AT COMPOUND METER
B_'
A"
WILUAASTON - TANK ST
'WILLIANISTON - FACTORY ST
A 2' -1" 1. -8"
'I' -3 "
METER VAULT
AND'VISD2 - HVVY 644 EAST
B 2" -1" 1. 8"
1. 3..
METER VAULTS
C 12" 12"
12"
( '10" COMPOUND IAETER A STRAINER
8" COMPOUND METER 8 STRAINER
0 10' ANCHORED FCA
& ANCHOXf`D FCA
�
NOTES: 10" SPOOL (F`- c PE)
�-'<J
8' SPOOF (FL x PE)
1. TOP OF WILD MSTON - TANK ST t0' 90" BEND OR TEE
890" BENS OR SEE
METER VAULT 10 BE FLUSH @ '10" GLOBE VALVE
8" GLOBE VALVE
W71 FINMITIED GRADE. RUN 066' PIPE SUPPORT
PIPE SUPPORT
,
1° S-MP PU'.MP DISCHARGE ' 10" GATE VALVE
8" GATE VALVE
TD NEARBY CATCH BASIN
FINISHED WATER METER VAULT
aGP1E NTa
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DESIGgED BY:
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CHECKED BY
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3104 -U
DATE
AUCBUST 2012
801,L:
AS SHOWN
SHEET 24 OF 26
01 1

i
M
k
V
N
ALTERNATE HYDRANT LEG POSITIONS FOR 1' -0°` T" P. IfNLESS 2 SF9.5A ASPHALT WN PAVED AREAS
MAINS LARGER THAN 20" (SEE NO-IF 3) NOTED OTHERWISE CONCRETE SURFACE �8" ASPHALT CCLICRETF BASE VALVE BOX
X' x B" WELDED ON DRA Y>NG COURSE COURSE T dP B-25,08 OR ' ENCASEMENT
4; �\ �lt CONC VALVE EQX ENCASEMENT CENTERED ON
OUTLET LOCADoPI —,. t P
�� HYDPANT TO BE �`- n= T'YR. FINISHED ` VALVE BOX
° ! GRADE IN { ' -F 7, FINISHED
PLACED SMITH 4 '1 2" 1 GRADE 9N VALVE BOX
' -
PAVED ARLA,S ' \
PUMPER NO2ZL€ ` e j UNPAVED AREAS VALVE \\
X" x 6° N3°_LDED FACING ROAD — _ k
OUTLET LOCATION - rq2 'k J2" W1 ©SE -',c D glllll II �..;;
AT L ©WV POINTS AT HCH POINTS I N027LE
BASE ): zw� IN UNPAVED AREAS °\
VALVE PROTECTOR RING a' HYDRANT TO DE ) C� ,) US- S°' CONIC VALVE BOX
-_ �P ? AFTER ii TWO 0
LATdn . ADJUSTABLE N L v''vz ENCASEMENT
Ca VB9.3F -(Dx � �-T.= �I N ^ �T COURSE (3A1 dSEE 'NOTE 3)
f Ov f LG;:MJ r �? = JPLV 3tD., -VALVE Box SHALL NOT E
HYDRANT (SEE NOTE 1) - CONTACT MAIN OR VALVE
TEE c I a ° COMPACTED SACKFILL
R
m z U @_
iJEw" MAN 2` °6" 5(S OR
VATEr't 9kA1N NOT LESS TFEP.N B 1{ 2` -9" L
a . A AFT. #57 CRJS{-0ED �
CONCRETE �. s% TONE (A,ROUND SOLID GCY+9C PAD }-,�., . `' F'LAGJ
" dzER HOLES)
1?9RUSf _ 1B' SG 3" 1"H1i7R t VALVE
BLOCKING a Mp � (MIN D MENSi0N5)
LIDNCRETE HRI557
BLOCKING
IS' S IS GAO j (2' PAIN FROM SECTION
SO x 3" i4AG1: J RESTRAINED WEEP HOLES}}
(MIN DIMENSIONS) Ma (SEE NOTE 1) NVTES:
RolKIO 1. DIP MAY BE USED E. FOR VALVE 80X EXTENSIONS.
1. FOUR CONCOME 50 THAT NO -LIFTING OR FLANGES ARE COVERED. 2. WHERE DEPTH OF VALVE OPERATING NUT IS GREATER THAN 5 °° CON7RACTOR
2. HYDRANT STANDPIPE TO BE EXTENDED AS NECESSARY TO SUIT FIN GROUND ELEVATION. SHALL PROVIDE AND INSTALL EXTENSION STEM USING A MANUFACTURER
3. AT LOCATIONS INDIC,A1ED ON PUNS FOR MAINS LARGER `THAN 20 °" 195E ALTERNATE PFROIiED €XTENSION KIT. DEPTH OF EXTENDED OPERATING PUT SHALL 3L
NO GREATER THAN 2 °.
}{Y'DRANT LEDs POSITION AS SHOWN ABOVE WITH WELDED OUTLETS IN LIEU OF TEES.
3, PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
(:f) DIRE HYDRANT ASSEMBLY !-2_'\ VAL`'E BOX INSTALLATION
ALLAfION
�,SD1 NOT TO SCALE ° SD1 NOT TO SCALE
__ FINISH GRADE
sQ. P BEARs�GA�(�a
HITTING 4"° S °' 8 12" 1 1@"
.LONGER TEE BOIS
9D" BE' 7 to +s
NO 3 5 _
/I OR ALL-THREADED D.E. OR TEE 2 3 5 8 14 4
/! ROD %41Ii NUIS '45 °ORLESS 1 2 4 - 5 i 8 _ _ 45' MAN
/ EXCAVATE AS NEARLY VERTICAL AS POSSIBLE _ _
!J o
DUCTILE IRON c BEARING ARE= -.S FOR lb' FITTINGS PROVIDED Y FT '!P PE A
PROVIDES � a
MIJ BELL ON DRAWINGS
/ Y PRO\ iD E 4 MILPOLY E HYLENE 4 MIN 1 r--
-. d 'A AROUND PIPE TO PREVENT ? .
NEAT FUSii}N ti� GONG FROM BONMNG TO PIPE MIN
JOINT / _CTION "A
V-6' GREATER THAN GUY- I _.
SIDE DIAMETER OR PIPE �°"° -
{ A-TavG1 =PIPE —��
\ 7 I a�� ✓R RIP SHALL BE
f \1�i \ LESS THAN 2b
HOPE PIPE- -11 12" f�'°HJYE YG b
--i MJ ,'ADAPTER
�CCNG HRUST BLOCK
4 "MIN. CONGO BE POURED
89" AGAINST FIRM
MIN HEARING AREA OF UN- EQUAL j-
"Ilii 13 h U D@ F
PdgTE: USE Olil ALL. Ci)hRNF,CTlCN9S OF HOPE TO DIP. ADAPTER DIS7i)RBEC EARTH REODERED N sTUR6 DEARTH
SHALL MEET PRESSURE REQUIREMENTS OF THE PIPE AS TO HOD IIN _ IN PLACE / SOSO PS: CONCRETE
INDICATED iN THE SPECIFICATEON. FOR FITI ING AS LISTED
IN CHART - °'A ^_
T 1RUS i BLOCK FOR
r-5 MECHANICAL JOIN i ADAPTER �a HuRfZONTAL PIPE BENDS
SD1 NOT TO SCALE _ NOT TO SCALE
I °STEEL RIPE SUPPORT ASSEMBLY REQUIRED
/—A5 SHOWN PER JOINT OF CARRfER PIPE
STEEL ENCASEMENT PIPE -- A '2
A x 5a ° STEEL PLATE - --r:
STRA=
y 0- CARRIER Pi-
2-3/,V E
� a
10' AL.
2 -31 4 BOLTS CASING END SE
W/ HEX YU..a EA. Actf$G SECTION
SIDE OF PIPE SUPPCRT NOT TO SB:N3_,F
o- ,., - {TY.?
STEEL ENCASEMENT i
f, A rc'f� STEEL FLATE STRAP
PFF
A x %. 1}
STEEL PLA
4OT
1 'A °' I FOR PIPE 96' AND UNDER
°A`° 12' FOR P" GO 1S" AND OVER
2 EMIR- PFE SUPPGR9 AS5SABLY r0 BE
USION SONDED PVC.
FND £L -' ATRON
NCT T(A SCALF
('3 BORE AND JACK ENCASEMENT
SD1 NOT TO SCALE _._._,...._
10' OR LESS
TFE OR CROS 4" ALL TIKIREA'D STEEL
ROD ,CUT 's0 LENGTHD �1
—i`-O' M J. NIRFLE
WITH GLANDS (MiNJ
- .CONCRET.E BLOCKING
OD REOU19EMENTS
BRANCH SIZE HO. OF RODa
4' 2
Cs' 2
I[" 4
18 °` vi
GENERAL NOTES2
9 ONCE NSTAi_I..ED AND TC'HT TrIF _fL_EL RODS AND BOLTS S.,M
ALL
E GOATEE 1MITH 2 COA 5 °oF BI7UM {N(AUS BASE PAINT.
2 S°E STANDARD 'THRUST R OCK
a CONCRETE SHALL NOT CONTACT BOLTS OR ENDS 0�
M`CHANICAL FITTINGS.
4.R €TNNING GLANDS 1941 BE USED IN LIEU OF SODDING.
STANDARD VAI ' RODDI €NG
SD3
NOT TO SCALE
MJDIREDUCER AS
NO DEFLECTOR IN
10 LF FAIN OF HOPE .ALIGNED
HORIZ AND VERT WITH FIRST
JOINT OF DIP
RESTRANED JOIN IS
BY APPROVED MEANS
(SEE SPECS. OR RJ DIF
EX GRADE
4 MIN
("OVER
3° MIN
COVER
z
� 7w�
01 0
>
A iVE T ER BOX SIZED
FOR L" METER
C18 l8" X 30 -1/8"
VALVE. INSIDE DIMENS -ON)
`- NO DEFLECTION IN
1 TYPE_ "K 1"
COPPER LINE ---N
i
SALL VALVE—,, I
i1J x FUSED HOPE ADAPTER, �/
THESE JOINTS. JOINTS
TO BE RESTRAINED
CORPORATiON
DR -9 MIN THICKNESS
cL
PIPE MAIL
SERVICE
�
SADDLE
GO LF OF RJ DIP AS SPEC FED
D
A f2
LAOS OF LUMP SUM PAYMENT FOR
NG
CROSSING BY DlRECTICpJAR._.DR3LLING
STONE SASE
�
U
L5
h9.1
D'EBIONED 8Y:
'Wr
2'
L
V;
h
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I RAN Sd IO 1 O1
t_� ry� I�
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°
CDiV'RSI°
INSTALLED BY
DIRECTIONAL DRILIL NG
CHECKED BY:
4
PROJECT NO.:
SD1 ,) NOT TO SCALE
c
DATE.
AUGUST zalz
LID WJ/
2 -1°' H®P_ES�
a
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FOR L" METER
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1. ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL
SITE IS STABLIZED.
2. CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY
ALL CONSTRUCTION VEHICLES,
S. PERIODIC TOP DRESSING AND ROUTINE INIAINTENAANICE SHALL BE PROVIDED
ON ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKP!LE FRESH
STONE ON SITE.
4. ANY MATERIAL THAT MAKES IT 70 EXiSTIIKO PUBLIC ROADWAY SHALL BE
REMOVED AND CLEANED IMMEDIATELY.
ji TEMPORARY CONS T RUCTi0N ENT RANCE
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2. VWIRF MESH SHALL SF HARDWARE CLOTH (23 GAUGE MIN.)
AND SNA_L HAVE IlA
° MESH. F OPENINGS. I GS. BL
P Y FABRIC 1'
AND EXTEND TO THE TOP OF THE POSTS.
3. SEDWENT CONTROL STONE SHALL BE -57 STONE. HEIGHT
OF STONE AT W =RE MESH SHALL BE 12 INCHES.
4. FASTEN FABRIC SECURELY AT THE CORNIER POS ?S.
lNLLT PROTECTION
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BORE PIT EXCAVATION �5 MhATER',AL
LENGTH AS SILT
REQUIRED FENCE
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OVERLA ALONG EDGES OVERLAP
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INSTALLATION OF LINER
1. APPLY :_IME" FERTILIZER, AND SEED BEFORE LAYING LINER.
2. LAY LINTER FROM TOP OF DITCH OR CHANNEL AND UNROLL
IT DOWNGRADE. DO NOT STRETCH OR LEAVE WRINKi_ES.
3. BURY THE UPSLOPE END IN A SLUT S" 'DEEP. PROVIDE
STAPLES AND OVERLAP AS SHOWN ABOVE.
4. MATTING SHALL BE 701 STRAW AND 30/ COCONUT BLANKET
ENCASED IN A MEDIUM WEIGHT PLASTIC NETTING (BOTH SIDES).
MAINTENANCE
t IN` PICT EROSION CONTROL MATTING AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAIN FALL EVENT.
REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND
EROSQN MUST NOT OCCUR BENEATH MATTING.
31 ANY AREAS OF THE EROSION CONTROL MATTING THAT ARE DAMAGED
OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAINTED AND STAPLED.
4 IF EROSION OCCURS DU POORLY CONTROL, -
E �O R OLLED DRAINAG
F THE
PROBLEM SHA ' E�
L. BE FIXED AND THE ERODED AREA, PROTECTED.
5 MONITOR AND REPAIR EROSION CONTROL MATTING AS NECESSARY UNTIL
GROUND COVER IS ESTABLISHED.
�� EROSION CONTROL MATTING
Ros_010A.DGN
SILT FENCE KEYEO..Z [iLiNOVE SILT FENCE
INTO P,IFRAP DAGh \` !fAIBOVE DAM
',57 WASHED STONE
FULL FACE OF DAM
T FENCE AT
VTER OF DAM
SILT ,uIm CLASS 0
CONTINUE S 3 =Rutilf °•.iIEVV _ RIP -RAP
TPROUGH DAN
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INASHED STONE �I-
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HEIGHT AND WiDiH DETERMINED FLOW
BY EX. TOPOGRAPHY W9 T
SEDIMENT STORAGE REQUIRED. I
IARfES
WARNTENANCE+ SECTION
1. INSPECT STONE OUTLETS AT LEAST ONCE A WEEK ANN13 AFTER EACH RAINFALL.
CHECK THE STRUCTURE FOR EROSION E'IPIN4, AND ROC DISPLACEMCMT. MAKE ANY
REOUIRED REPAIRS IMMEDIATELY.
2. REMOVF SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUMF FOR THE NEXT RA-H.
3. REMOVE STONE OUTLET AND UNSTABLE SEDIMENT DEPOSITS AND BRING AREA TO
GRAD:. AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE E AREA HAS BEEN
PROPERLY STABILIZED.
STONE OOTLIET
NOT TO SCALE
'PURE MESH--j
SILT FL T ERING FABRIC—
STONE FILTER OF T' GRAVER. PLACED --1 �4
AGA3VNST FENCE WHERE (REQUIRED 1
8, -0" MAX. _ 8_ 0 --MAX
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1.33 LB /FT
1 'STEEL POSTS `�
FRONT SECTION
'COTES:
A)POSTS °LT AI DL.P--PS OF 4•FAJR EARIP iBACKFILL. ANCHOR L78TCN IS
AND FILL 8S TO BE COMPACTED -
BD PROVIDE ADEQUATE EXCAVATION AHEAD OF SSW_': FENCE TC AZT AS A VELOCITY
BREAK AND SILT TRAP.
CD CONTRACTOR MAY JSE A- TERNATE (.MATERIAL OR METFIOD UPON APPROVAL. FROM
ENGINEER.
6 SILT FENCE
sot 111 IG scnLL
CUPS INLT
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PLAN IF APPROVED BY OWNER OR ENGINEER
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ROTECT9ON DEVICES MAY BE USED
PLAN IF APPROVED BY OWNER OR ENGINEER
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drBi NrPSNED
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NOTE: DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
"A" STONE ELEVATION
12 TO 6 INCHES)
.tl5 ' ^ WE %
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r7-"\, ROCK CHECK DAV
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SHCEi 25 OF 2e?

MARTIN 5 ,,,C
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WATEK ArqD SEv ER AUTHORITY
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OFFICERS AND DIRECTORS
CHAIRMAN. DAVID
DONALD W, CHRISTOPHER
AL
ALPERRY
TOMMY BOWEN (ALT.)
VICINrFY MAP HERMAN . DANIELS (ALT.)
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THE gg$�', COMPANY
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D/ Y E B b d 1
ENGINEERING PLANNING ARCHITECTURE
120 North Boylan Avenue Raleigh NC 27603 -1423
919.828.0531 fax [phone]
Business License F- ®11 5
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WHOWWW „ y.. ,
PR®RC)SE®
RAW WATER
INTAKE
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WATER THE
PLANT SITE
LINE
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ARCHITECTURAL
23 A1O1
FIRST FLOOR PLAN
24 A102
SECOND FLOOR PLAN
25 A103
REFLECTIVE CEILING PLAN
28 A104
FINISH PLAN
27 A105
ROOF PLAN
25 AIDE
ELEVATOR PLANS 8 SHAFT SEC70NS
29 A201
ELEVATIONS
50 A202
ELEVATIONS
31 A301
BUILDING SECTIONS
32 A401
WALL SECTIONS
33 A402
WALL SECTIONS
34 A501
CASEWORK
35 ABO1
WINDOW & DOOR ELEVATIONS
RAW WATER INTAKE PUMP STATION
36 M1DO RAW WATER INTAKE PUMP STATION PLAN AND SECTION
37 HIM RAW WATER INTAKE DETAILS
RAW WATER RESERVOIR INTERMEDIATE PUMP STATION
38 M200 PLAN
39 M201 SECTION
40 M202 FLOW METER AND CHEMICAL FEED VAULT
SUPERPULSATOR CLARIFIER
41 M300 BOTTOM PLAN VIEW
42 M301 TOP 'PLAN VIEW
43 M302 SECTIONS
44 M303 SECTIONS
FILTER BUILDING
45 M400
OVERALL PLAN VIEW
46 M401
FILTER GALLERY LOWER FLOOR PLAN
47 M402
FILTER GALLERY UPPER -FLOOR PLAN
48 M403
FILTER GALLERY SECTIONS AND DETAILS
49 M404
FILTER GALLERY SECTIONS AND DETAILS
CHORINE CONTACT BASIN
50 M500 BOTTOM PLAN VIEW
51 M5O1 TOP PLAN VIEW
52 M502 SECTIONS
53 M503 FILTERED WATER CHEMICAL FEED VAULT PLAN, SECTS, DETAILS
FINISHED WATER STORAGE GROUND STORAGE TANK
54 MB®® PLAN
55 M601 ELEVATION AND DETAILS
56 M1502 TAW ACCESSORIES DETAILS
HIGH SERVICE PUMPS
57 M700
FILTER BUILDING OVERALL PLAN
58 M701
HIGH SERVICE PUMPS PARTIAL PLAN
59 M702
HIGH SERVICE PUMPS SECTION
BC M703
MGM SERVICE PUMPS SECTION
51 M704
SYSTEM WATER 'FLOW METER. AND CHEMICAL FEED VAULT
ELEVATED WATER STORAGE
52 MOW ELEVATED WATER STORAGE PLAN / SECTION
83 MBOI ELEVATED WATER STORAGE DETAILS
54 M802 BACKFLOW PREVENIER VAULT
SLUDGE AND BACKWASH HOLDING TANKS
55 M90U
OVERALL PLAN
58 M901
DIVERTER BOX AND MIXERS
37 M902
DECANT AND OVERFLOW. ASSEMBLIES
88 M903
SLUDGE LOADING PUMPS
39 M904
RECYCLE DECANT AND PUMP STATION
70 M905
RECYCLE DECANT AND PUMP STATION
71 M905
SLUDGE LOADING .STATION
STRUCTURAL DETAILS
89 5101 FILTER BUILDING - FOUNDATION PLAN
90 S102 FILTER BALDING - SECOND FLOOR FRAMING PLAN
91 S103 FILTER BUILDING - ROOF FRAMING PLAN
92 5104 FILTER BUILDING- SECTIONS AND DETAILS
93 S105 FILTER BUILDING - SECTIONS AM DETAILS
94 5106 FILTER BUILDING - SECTIONS AND DETAILS
95 S107 FILTER BUILDING - GENERAL NOTES
96 5201 INTERMEDIATE PUMP STATION - TOP SLAB ARID FOUNDATION PLAN
97 S202 INTERMEDIATE PUMP STATION - TOP SLAB REINFORCING PLAN
98 5203 INTERMEDIATE PUMP STATION - SECTIONS AND DETAILS
99 S204 INTERMEDIATE PUMP STATION - RAW WATER METER AND CHEMICAL FEED VAULT PLANS AND SECTIONS
100 5301 SUPERPULSATOR CLARIFIER - FOUNDATION PLAN
101 5302 SUPERPULSATOR CLARIFIER - SECTIONS
102 5303 SUPERPULSATOR CLARIFIER - SECTIONS
103 S501 CHORINE CONTACT CHAMBER - FOUNDATION PLAN
104 5502 CHLORINE CONTACT CHAMBER - TOP SLAB PLAN
105 5503 CHLORINE CONTACT CHAMBER - SECTIONS
106 S504 FINISHED WATER CHEMICAL FEED VAULT - TOP SLAB PLAN, FOUNDATION PLAN AND SECTIONS
107 5701 FILTER BUILDING HIGH SERVICE PUMP STATION - PLANS
108 5702 FILTER BUILDING HIGH SEERVICE. PUMP STATION - SECTIONS
109 5703 FILTER BUILDING HIGH SERVICE PUMP STATION - SECTIONS
110 S704 FILTER BUILDING HIGH SERVICE PUMP STATION - SYSTEM WATER METER AND CHEMICAL FEED
VAULT PLANS AND SECTIONS
191 S801 ELEVATED STORAGE TANK BACK-1-OW PREVENTER VAULT -
70P SLAB PLAN FOUNDATION PLAN AND SECTIONS
112 5901 BACKWASH HOLDING TAW -. FOUNDATION PLANT
113 5902 BACKWASH HOLDING TAW - SECTIONS
114 5903 BACKWASH HOLDING TANK - INLET FLOW DIVERTER BOX AND RECYCLE DECANT STRUCTURE -
TOP SLAB PLAN FOUNDATION PLAN AND SECTIONS
115 S904 ALUM SLUDGE AND BACKWASH HOLDING TANKS - SLUDGE LOADING STATION -
FOUNDATION PLAN, SECTIONS AND DETAILS
116 51101 CHEMICAL FEED FACILITY - SECROS
117 S1201 STRUCTURAL STANDARD SECTIONS AND NOTES
FIRE PROTECTION
118 FP1O0 COVER
119 FP101 FIRST FLOOR
PLUMBING
120 P100 SCHEDULES, LEGENDS, & DETAILS
121 P1D1 FIRST FLOOR WASTE AND VENT
122 P102 FIRST FLOOR WATER
123 P103 SECOND FLOOR
HVAC
132 E001
124 HIOG
LEGEND. NOTES & ABBREVIATIONS
125 MIDI
SCHEDULES IS DETAILS
126 M102
.CONTROLS
127 H103
DETAILS
128 H401
FIRST FLOOR HVAC PLAN
129 H402
SECOND FLOOR HVAC PLAN
130 H403.
FIRST FLOOR PIPING PLAN
131 H404
SECOND FLOOR PIPING PLAN
ELECTRICAL
132 E001
DETAILS AND LEGEND
133 E002
TYPICAL DETAILS
134 E003
TYPICAL DETAILS
135 EOI1
RISERS AND SCHEDULES
136 EDT
RISERS AND SCHEDULES
137 E021
PANELS
138 E022
PANELS
139 E031
CONTROL ONE LINE DIAGRAMS
140 E041
ECUIPMENT RACK ELEVATIONS
141 BOST
SCADA ONE LINE DIAGRAMS
142 E052
SCADA ONE LINE DIAGRAMS
143 E100
OVERALL SITE PLAN
144 E101
RAW WATER INTAKE PUMP STATION
145 E200
INTERMEDIATE PUMP STATION
146 E300
SUPERPULSATOR BOTTOM
147 E301
SUPERPULSATOR UPPER
148 E401
FILTER BUILDING FILTER AREA LOWER FLOOR POWER PLAN
949 E402
FILTER. BUILDING CHEMICAL. FEED POWER PLAN
150 E4C3
.FILTER BUILDING UPPER OFFICE AREA POD PLAN
151 E404
FILTER BUILDING LOWER LIGHTING PLAN
152 E405
FILTER BUILDING :UPPER: LIGHTING PLAN
153. E600
FINISHED WATER STORAGE. GROUND TAW
154 E700
FILTER BUILDING HIGH H SERVICE PUMPS
155 EBDC
ELEVATED WATER TANG
156 E900
BACKWASH HOLDING TANK PLAN
157 ElDDO
CHEMICAL FEELS FACILITIES BILK STORAGE BUILDING
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PROJECT NO.:
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DATE:
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SCALE:
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44 ^NI-
N0TES
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE UTILITY AND
APPURTENANCES UNLESS OTHERWISE NOTED.
GENERAL
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS -OF -WAY. THE NCOOT DISTRICT ENGINEER FOR THIS PROJECT IS: DIVISION 1,
DISTRICT 3, DARRICK S. LEE, PE (252)793 -4568.
2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY
CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER. 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR
ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND
RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER
FOOT COST OF THE UTILITY BEING INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING
FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR
SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES
DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC-
TURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST.
7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 5 INCHES OF NCDOT NO. ABC AGGREGATE
SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE
OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH.
B. OPEN CLT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER, REPLACE CURB AND GUTTER
WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL.
9. COMPACT OPEN OUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAIN WITHIN NCDOT R15HT -OF -WAY.
11. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING (UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES.
12. WHEN TRENCHING INSIDE NGDOT RIGHT -OF -WAY, SHEET OR SHORE AS REQUIRED TO MEET NCDOT
REQUIREMENTS.
13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT,
THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING
ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR REVISIONS
IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT THE
OONTRACTOR'S EXPENSE.
14. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR. PROVIDE SECURITY VALVE WHERE
INDICATED ON PLANS.
15. PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS.
16. CONTRACTOR SHALL NOTIFY THE CITY OF ROCKY MOUNT WATER RESOURCES DEPARTMENT AT
LEAST 2 WEEKS PRIOR TO WORK ON WATERLINES. PHONE [phone].
17. NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3' -0'. GREATER DEPTHS MAY BE
REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSING, UTILITIES, AND OTHER STRUCTURES. REFER
TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS OF THESE (UTILITY, CULVERT AND
STRUCTURE CROSSINGS.
18. THE LOCATION OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER ON SITE PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE LINE CONSTRUCTION SO 1HAT NO SERVICES ARE INSTALLED PRIOR TO
ENGINEER'S REVIEW.
19. ALL HOMES, INDICATED BY THE ENGINEER'S FIELD OBSERVER, ARE TO BE PROVIDED A WATER SERVICE. SERVICES
SHALL BE PAID FOR AT THE UNIT BID PRICES FOR THE ITEMS REQUIRED. THESE ITEMS MAY INCLUDE A WATER
SERVICE ASSEMBLY, SERVICE TAP, WATER SERVICE LINE OR WATER SERVICE LINE BY BORING. WHEN WATER
SERVICES LARGER THAN 3/4° (THREE QUARTERS OF AN INCH) NOMINAL SIZE OR MULTIPLE METERS ARE REQUIRED,
THE SERVICE SHALL BE SHOWN ON THE PLANS.
EROSION CONTROL
ABBREVIATIONS
1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS &
A
AREA
LP
LIGHT POLE
ABAND
ABANDONED
LT
LEFT
ABC
AGGREGATE BASE COURSE
LWL
LOW WATER LEVEL
AC
ACRES
RIP-RAP WITHIN 15 DAYS OF DISTURBANCE.
A.F.F.
ABOVE FINISHED FLOOR
MAX
MAXIMUM
AL
ALUMINUM
MECH
MATERIAL
APPROX
APPROXIMATE
MATL
MECHANICAL
ASPH
ASPHALT
MFR.
MANUFACTURER
ASSY
ASSEMBLY
MH
MANHOLE
AVG
AVERAGE
MJ
MECHANICAL JOINT
ARV
AIR RELEASE VALVE
MIN
MINIMUM
AZ
AZIMUTH
MON
MONUMENT
AWWA
AMERICAN WATER WORKS ASSOCIATION
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
H/A
NOT AVAILABLE
B -B
BACK OF CURB TO BACK OF CURB
N
NORTH
BLDG
BUILDING
HAD 83
NORTH AMERICAN DATUM 1983
BM
BENCHMARK
NO
NORMAL CROWN
BOA
BLOW -OFF ASSEMBLY
NO GRID
NORTH CAROLINA GRID
SOT
BOTTOM
NCGS
NORTH CAROLINA GEODETIC SURVEY
BW
BARB WIRE
NO.
NUMBER
SURVEY UTILITIES
NTS
NOT TO SCALE
C &G
CURB AND GUTTER
NOM
NOMINAL
CB
CATCH BASIN
NWL
NORMAL WATER LEVEL
CL
CENTERLINE
A HUB & TACK
CIP
CAST IRON PIPE
OC
ON CENTER
CI
CURB INLET
OD
OUTSIDE DIAMETER
CUR
CLEARANCE
0/H
OVERHEAD
CM
CONCRETE MONUMENT
ORIG
ORIGINAL
CMP
CORRUGATED METAL PIPE
SEWER LINE
CMU
CONCRETE MASONARY UNIT
PC
POINT OF CURVATURE
CO
CLEAN OUT
PED
PEDESTAL
CONIC
CONCRETE
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PLAIN END
CONT
CONTINUOUS
PI
POINT OF INTERSECTION
CONSTR
CONSTRUCTION
PIV
POST INDICATOR VALVE
CONTR
CONTRACTOR
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PROPERTY LINE
CDR
CORNER
PP
POWER POLE
CP &L
CAROLINA POWER AND LIGHT
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PRESSURE REDUCING VALVE
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CITY OF ROCKY MOUNT
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POUNDS PER SQUARE INCH
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CULVERT
PVC
POLYVINYL CHLORIDE
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POINT OR POINT OF TANGENCY
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DEPTH
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PAVEMENT
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DROP INLET
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DIAMETER
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DUCTILE IRON PIPE
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RIGHT OF WAY
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DIMENSION
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REINFORCED CONCRETE PIPE
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DISCHARGE
REF
REFERENCE
DIST
DISTANCE
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REQUIRED
DOT
DEPARTMENT OF TRANSPORTATION
RET
RETAKING
D'W
DOMESTIC WATER
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REVISED
DELTA
RPZ
REDUCED PRESSURE ZONE
RPM
REVOLUTIONS PER MINUTE
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EAST
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REINFORCED
EA
EACH
FIT
RIGHT
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EXISTING RON PIPE
S/W
SIDEWALK
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ELEVATION
SAN
SANITARY
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ELECTRIC
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SCHEDULE
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STORM DRAINAGE MANHOLE
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SILT FENCE
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EXPANSION JOINT
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SPECIFICATIONS
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FINISHED FLOOR ELEVATION
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SQUARE
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FINISHED GRADE
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STAINLESS STEEL
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FIRE HYDRANT
ST
STREET
FM
FINISH
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STATION
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FLANGE
STD
STANDARD
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FORCE MAIN
SYM
SYMBOL
FP
FIRE PROTECTION
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FEET PER SECOND
T
TANGENT
FT
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TBM
TEMPORARY BENCH MARK
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FOOTING
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TERRA COTTA PIPE
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TEL
TELEPHONE
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GALVANIZED
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TEMPORARY
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GAS METER
THK
THICK
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GALLONS PER MINUTE
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TOP OF CURB
GR
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TOP OF SLOPE
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GATE VALVE
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GYPSUM
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HORSE POWER
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HIGH WATER ALARM
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VERTICAL CURVE
HWL
HIGH WATER LEVEL
VCR
VITRIFIED CLAY FIRE
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HYDRANT
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VERTICAL
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VOLUME
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INSIDE DIAMETER
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VERTICAL POINT OF CURVATURE
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LENGTH
N0TES
ADHERE TO THE FOLLOWING ITEMS IN THE CONSTRUCTION OF THE UTILITY AND
APPURTENANCES UNLESS OTHERWISE NOTED.
GENERAL
1. CONTRACTOR SHALL CONTACT THE N. C. DEPARTMENT OF TRANSPORTATION PRIOR TO ANY WORK
WITHIN NCDOT RIGHTS -OF -WAY. THE NCOOT DISTRICT ENGINEER FOR THIS PROJECT IS: DIVISION 1,
DISTRICT 3, DARRICK S. LEE, PE (252)793 -4568.
2. EXISTING UTILITIES ARE LOCATED ON PLANS APPROXIMATELY. NOTIFY UTILITY LOCATING SERVICE TO
MARK LOCATION OF EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION
ACTIVITY. CONTRACTOR RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES.
THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNER MARKERS. REPLACE DISTURBED PROPERTY
CORNERS BY A PROFESSIONAL LAND SURVEYOR.
4. TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR THE INSTALLATION OF THE UTILITY. MINOR
ITEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, EXISTING SIGNS, MAIL BOXES, STORM SEWER PIPES,
SHRUBS (UNDER 6 FT IN HEIGHT), AND TREES (UNDER. 3 INCH IN DIA.). REINSTALL ITEMS TO THEIR
ORIGINAL CONDITION. TREES AND SHRUBS SHALL BE REPLANTED OUTSIDE OF EASEMENT AND
RIGHTS -OF -WAY AT A LOCATION AGREED TO BY THE HOME OWNER. INCLUDE COST IN THE PER
FOOT COST OF THE UTILITY BEING INSTALLED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO EXISTING UTILITIES,
STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES CAUSED BY THE CONTRACTOR OR RESULTING
FROM THE CONTRACTOR'S WORK ASSOCIATED WITH ACCOMPLISHING THE PROJECT. THE CONTRACTOR
SHALL CORRECT OR REPLACE THOSE UTILITIES, STORM DRAINAGE, HEADWALLS, AND OTHER FACILITIES
DAMAGED OR DESTROYED DURING CONSTRUCTION WHETHER SHOWN ON THE PLANS OR NOT.
6. SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING AND OTHER STRUC-
TURES DURING CONSTRUCTION. REPAIR DAMAGED ITEMS TO THEIR ORIGINAL CONDITION AT NO
ADDITIONAL COST.
7. FOR UNPAVED AREAS DISTURBED DURING CONSTRUCTION, 5 INCHES OF NCDOT NO. ABC AGGREGATE
SHALL BE PROVIDED FOR THE FULL WIDTH OF UNPAVED DRIVEWAYS AND ROADS FROM THE EDGE
OF THE ROAD SHOULDER TO 15 FEET PAST THE OPPOSITE SIDE OF THE PIPE TRENCH.
B. OPEN CLT PAVED DRIVEWAYS, SIDEWALKS, AND CURB AND GUTTER, REPLACE CURB AND GUTTER
WITH NEW TO MATCH THE EXISTING CROSS SECTION. PROVIDE PAVEMENT PATCHING PER DETAIL.
9. COMPACT OPEN OUT ROADWAYS, LOCAL AND NCDOT, THOROUGHLY PER SPECIFICATIONS.
10. SEE NCDOT STANDARD SPECIFICATIONS FOR INSTALLATION OF WATER MAIN WITHIN NCDOT R15HT -OF -WAY.
11. CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION AND SIZE OF EXISTING (UTILITIES
A MINIMUM OF 300 FEET IN ADVANCE OF LAYING ACTIVITIES. NOTIFY THE ENGINEER IMMEDIATELY IF A
POTENTIAL CONFLICT ARISES BETWEEN THE EXISTING AND THE PROPOSED UTILITIES.
12. WHEN TRENCHING INSIDE NGDOT RIGHT -OF -WAY, SHEET OR SHORE AS REQUIRED TO MEET NCDOT
REQUIREMENTS.
13. WHERE ACTUAL FIELD CONDITIONS REQUIRE A CHANGE IN ALIGNMENT FROM THE PLAN ALIGNMENT,
THE CONTRACTOR SHALL GIVE NOTICE OF SUCH CONDITIONS TO THE ENGINEER PRIOR TO IMPLEMENTING
ANY DEPARTURE FROM THE PLANNED ALIGNMENT. FAILURE TO REQUEST AND RECEIVE PERMISSION FOR REVISIONS
IN THE ALIGNMENT WILL BE GROUNDS FOR REMOVAL AND REPLACEMENT OF THE UTILITY AT THE
OONTRACTOR'S EXPENSE.
14. ALL BURIED VALVES SHALL INCLUDE VALVE BOX AND CONCRETE COLLAR. PROVIDE SECURITY VALVE WHERE
INDICATED ON PLANS.
15. PROVIDE CONCRETE THRUST BLOCKS AT FITTING LOCATIONS.
16. CONTRACTOR SHALL NOTIFY THE CITY OF ROCKY MOUNT WATER RESOURCES DEPARTMENT AT
LEAST 2 WEEKS PRIOR TO WORK ON WATERLINES. PHONE [phone].
17. NEW WATER MAINS SHALL BE INSTALLED WITH A MINIMUM COVER OF 3' -0'. GREATER DEPTHS MAY BE
REQUIRED TO AVOID CONFLICTS WITH CULVERT CROSSING, UTILITIES, AND OTHER STRUCTURES. REFER
TO THE PROFILE DRAWINGS AND DETAILS FOR THE KNOWN LOCATIONS OF THESE (UTILITY, CULVERT AND
STRUCTURE CROSSINGS.
18. THE LOCATION OF WATER SERVICES SHALL BE VERIFIED BY THE ENGINEER ON SITE PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL COORDINATE LINE CONSTRUCTION SO 1HAT NO SERVICES ARE INSTALLED PRIOR TO
ENGINEER'S REVIEW.
19. ALL HOMES, INDICATED BY THE ENGINEER'S FIELD OBSERVER, ARE TO BE PROVIDED A WATER SERVICE. SERVICES
SHALL BE PAID FOR AT THE UNIT BID PRICES FOR THE ITEMS REQUIRED. THESE ITEMS MAY INCLUDE A WATER
SERVICE ASSEMBLY, SERVICE TAP, WATER SERVICE LINE OR WATER SERVICE LINE BY BORING. WHEN WATER
SERVICES LARGER THAN 3/4° (THREE QUARTERS OF AN INCH) NOMINAL SIZE OR MULTIPLE METERS ARE REQUIRED,
THE SERVICE SHALL BE SHOWN ON THE PLANS.
EROSION CONTROL
1. INSTALL SILT FENCE OVER & AROUND TOP OF EXISTING STORM DRAINAGE INLETS &
PIPES IN AND ADJACENT TO DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES.
3. PROVIDE EROSION CONTROL MEASURES .AROUND STOCK / WASTE PILES AND STAGING AREAS AS
DIRECTED BY ENGINEER.
4. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF FROM LAND DISTURBING ACTIVITIES WITH
SILT FENCE, STONE CHECK DAM, OR ARC FILTER AS APPROPRIATE FOR SITE CONDITIONS.
5. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF
RIP-RAP WITHIN 15 DAYS OF DISTURBANCE.
6. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1'''
RIP -RAP SHALL BE PLACED AROUND PIPE OUTLET AS DIRECTED BY ENGINEER.
7. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
6. UTILIZE SILT FENCE IN AREAS NEAR ANY STREAM OR FLOWING DITCH.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
2. CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL DEVICES AS INDICATED ON
THE DRAWINGS. INSTALL TEMPORARY EROSION CONTROL DEVICES AS SHOWN ON PLANS.
3. NOTIFY ENGINEER AND NCDENR, LAND QUALITY SECTION AT (252) 946 -6481 FOR SITE INSPECTION
PRIOR TO COMMENCING MAIN CONSTRUCTION OPERATIONS.
4. ONCE EROSION CONTROL DEVICES ARE APPROVED, BEGIN CONSTRUCTION OPERATIONS.
5. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING INSTALLATION OF UTILITY
SYSTEM IMPROVEMENTS, INSPECT DEVICES AFTER EVERY RAINFALL EVENT AND
CLEANOUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
6. AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION CONTROL DEVICES AS
INDICATED ON THE DRAWINGS, CALLED FOR IN SPECIFICATIONS, OR AS DIRECTED BY ENGINEER.
7. SEED AND MULCH DENUDED AREAS WITHIN FIFTEEN (15) WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION.
B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN
,HE ABOVE TIME FRAME.
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AND SEED AND MULCH. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED AND
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EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE
1.) OBTAIN EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL FROM
AT 252) 948A -6481 PRIOR TO I�STERUCTION BEGINNING LAIC DUALITY
2.) POINTS ASS OYNdSSTRO1U.gCTON ENTRANCE WITH DESIGNATED INGRESS/EGRESS
3.) CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES.
4.) INSTALL CLEAN WATER DIVERSION DITCH WITH CORRESPONDING SEEDING
MMEDIATELY UPON CONSTRUCTION. INSTALL SILT FENCING AS SHOWN ON
THE PLAN.
5.) IWN ALLAN
I ROCK CHECK DAMS AND INLET PROTECTION WHERE INDICATED ON
6.) INSTALL ANY REMAINING SEDIMENT AND EROSION CONTROL MEASURES AS
NOICATED ON THE PLAN
7.) ONCE ALL EROSION CONTROL DEVICES HAVE BEEN PROPERLY INSTALLED
NOTIFY ENGINEER FOR SITE INSPECTION ONCE EROSION CONTROL
DEVICES ARE APPROVED BEGIN CONSTRUCTION OPERATIONS.
B.) THE SEDIMENTATION POLLUTION CONTROL.ACT WAS. AMENDED IN 2008 TO
9.) ANY SEEPAGE PUMPED OUT OF STRUCTURE EXCAVATIONS OR TRENCHES
SHALL NBE PUMPED A. THROUGH A DEWATERING BAG AS MANUFACTURED
10.) ESTABLISH A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
CONSISTENT WITH THE GROUND TABIUZATION REpUIREMENTS INCLUDED
IN NOTE 11 BELOW FOLLOWING COMPLETION OF CONSTRUCTION
DEVELOPMENT.
11.) GROUND STABILIZATION SHALL OCCUR AS FOLLOWS:
A. SOTABILZIA gqI�ONIIMAAMEA((SHALLI BE 7S OAY8 NO EXCEPTIONS,
B. FOR SHALL LBE 7WDAY5, RH0 CEPnoNS. STABILIZATION TIME
C. FOR SLOPES STEEPER THAN 3:1 - STABILZATION TIME FRAME
SHALL BE 7 DAYS. STABILIZATION TIME FRAME EXCEPTION IF
SLOPES ARE 10 FEET OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
D. FOR SLOPES 3:1 OR FLATTER - STABILZATION TIME FRAME
SHALL BE 14 DAYS. STABILIZATION TIME FRAME EXCEPTION
7 -DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH.
E. FOR ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 -
�EXCEPT FORNPERIMETEERSEANDAHOW ZONES) YS, NO EXCEPTIONS
12.) THE CONTRACTOR SHALL INSPECT ALL SEDIMENT AND EROSION CONTROL
DEVICES AT LEAST ONCE A WEEK ANO AFTER EVERY RAIN FALL EVENT.
THE CONTRACTOR SHALL MAINTAIN THE DEVICES ACCORDING TO THE
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL. SEE ALSO MAINTENANCE PLAN ON THIS :SHEET. NEEDED
REPAIRS WILL BE PERFORMED IMMEDIATELY TO ANY DEVICES THAT ARE
FAILING OR NOT FUNCTIONING APPROPRIATLEY.
13.) COMPLETE FINAL GRADING AND APPLY PERMANENT SEEDING AND
g9ULCIiING CONSISTENT WITH T}E _BUT D STABILIZATION REQUIREMENTIS
(SEE NOTE 11) A. PROJECT SPECFCATIONS.
14.) AFTER DISTURBEO AREAS ARE - STABILIZED DON9RACTOR SHALL REMOVE
TEMPORARY DEVICES AND PROPERLY DISPOSE OF THE TRAPPED
SEDIMENT. CONTRACTOR SHALL STABILIZE THE AREAS DISTURBED DURING
THE REMOVAL OPERATION BY APPLYING SEED AND MULCH ACgCORDING
TO THE SCHEDULE AND DETAILS SHOWN ON THE PLANS AND /OR
CONTAINED IN THE TECHNICAL SPECIFICATIONS
15.) SEE ALSO NCDENR EROSION AND SEDIMENTATION CONTROL PLAWNG
AND DESIGN MANUAL APPENDICES AND SPECIFICATIONS
16.) CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRES
MODIFICATION TO THE CONSTRUCTION SEQUENCE AND OR CHANCES TO
THE LOCATI DNS OF CERTAIN EROSION CONTROL MEASURES. CONTRACTOR
MAY MAKE DISCRETIONARY MODIFICATIONS TO BETTER MANAGE SEDIMENT
AND EROSION CONTROL ONLY AFTER APPROVAL BY ENGINEER.
17.) ALL STOCKPILES SHALL HAVE A MAXIMUM SIDESLOPE OF 2:1 AND
SHALL NOT EXCEED A MAXIMUM HEIGHT OF 10 FEEL STOCKPILES MUST
BE LOCATED 50 FEET FROM STORM DRAINS -AND STREAMS UNA_ESS:NO
REASONABLE tA NQ.S OCK PILE ARE VAILABLE. PROVIDE SILT FENCE W/
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®�<N _ i m EROSION & SEDIMENT CONTROL MAINTENANCE PLAN
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CLEAR4YELL j
TBM THAN OE P RUN-OFF WEEKUAANJNY NEEDED REPA RSO'WIiLL BE G
FIRE HYDRANT AT ROAD MADE IMMEDIATELY IJAINYAIN ALL PRACTICES AS
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ACCESS DRIVE D e E 2579904.93 2,) ALL TEMPORARY BERMS AND DITCHES ARE TO BE
ACCESS DRIVE
MAINTAINED DE MEET D QUALITY. METERING MAN HQEE - - - 1� 3.) SEDIMENT WILL BEBETRNMOD ED FROM TRAPSO CHECK DAMS,
_ _ AND INLET PROTECTION DEVICES WHEN STdRAGE
ER�IN AGE AREA - No- 3 / �� -� -,�,,, CAPACITY HAS BEEN APPROXIMATELY 50% FILLED.
T,
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FENCES RE SILT ENCE WILL BE REPAIRED AS
MAINTAIN A CONTINUOUS BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED RE- SEEDED AS
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BASIN DESIGN INFORMATION
Skimmer Basin 1
Sediment Trap 2
f
I
Stone
Stone
Basin Drainage Area 9.38 Acres
2.35 Acres
�
I
3,600 CF /AC
1.800 CF /AC
Basin Volume Required 16,884 cf
8,460 cf
21,204 cf
Basin Volume ProNded 16;813 cf
8,603. of
29,125 cf
Mum L'W Ratio 2:1
2:1
21
ITop Basin -0imensiohs 130' x 65'
80'x 40'
160' x 80'
'Bottom Basin Dimensions 1.20'x 5
l
150',, 70'
Sediment Storage Depth 2.5 test
3,5 feet
2.5 feet
Baffles Required 3
3
3
.Bottom Elevation 18.00
18.00
14.50
Weir Elevation 2050 ,
21.50
17.50
Top Basin Elevation 2200 ,
I
19.00
Dewatering Mechanism Stone Spillmay
i
Stone Spillway
LIMITS OF DISTURBANCE
BASIN DESIGN INFORMATION
Skimmer Basin 1
Sediment Trap 2
Sediment Basin
with Skimmer 3
Primary Spillway Stone
Stone
Stone
Basin Drainage Area 9.38 Acres
2.35 Acres
11.78 Acres
Minimum Volume 1,800 CF /AC
3,600 CF /AC
1.800 CF /AC
Basin Volume Required 16,884 cf
8,460 cf
21,204 cf
Basin Volume ProNded 16;813 cf
8,603. of
29,125 cf
Mum L'W Ratio 2:1
2:1
21
ITop Basin -0imensiohs 130' x 65'
80'x 40'
160' x 80'
'Bottom Basin Dimensions 1.20'x 5
66'x 26'
150',, 70'
Sediment Storage Depth 2.5 test
3,5 feet
2.5 feet
Baffles Required 3
3
3
.Bottom Elevation 18.00
18.00
14.50
Weir Elevation 2050 ,
21.50
17.50
Top Basin Elevation 2200 ,
23.00
19.00
Dewatering Mechanism Stone Spillmay
Stone Spillway
Stone Spillway
W idth of Spillway 21 feet
6 test
27 feet
Depth of Flow Over Weir 0.5'
0.45'
0.49'
Skimmer Size(OrIACe Slze) 3" (25 "1
N/A
4" (3")
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SCA�LE:
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Skimmer Basin I
Sediment Trap 2
Sediment Basin
with Skimmer 3
Primary Spillway
Stone
Stone
Slone
Basin Drainage Area
9,38 A-s
2 35 Acres
11.78 Acres
Minimum Volume
1,800. CF /AC
3,600 CF /AC
1,800 CF /AC
Basin Volume Required
16,884 cf
8,460 of
21,204 of
Basin Volume Provided
18,813 of
8,603 of
29,125 of
jkAinimum LI1N Ratio
2:1
2:1
2:1
Top Basin. Dimensions
130'x 65'
80' x 40'
I 160' x 80'
Bottom Basin Dimensions
120'z 5'
66'x 26'
150'. 70'
Sediment Storage Depth
2:5 feet
3.5 feet
2.5 foot
Baffles Required
3
3
3
Bottom, Elevation
18.00
18.00
14.50
Weir Elevation
20.50
21.50
17.50
Tap Basin Elevation
22.00
23.00
19.00
Dewatering Mechanism
Stone. Spillway
Stone Spillway
Stone Spillway
Width of:SpillWay
21 feet.
6feet
27 feet
Depth of Flow Over Weir
0.45'
0.49'
Skimmer Slze (Orifice Size)
3" (2.5
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DATE'.
AUGUST20
SCALE: 1 ^ e 30'
SHEET 10 OF 157
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Basin Drainage Area
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2.35 Acres
11.78 Acres
Minimum Volume
1,800 CF /AC
3,600 OF /AC
1,800 CFAC
Basin Volume Required
16,884 of
6,460 cf
21,204 of
Basin Volume Provided
18,813 of
8,603 of
29,125 of
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1 2:1
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2:1
Top Basin Dimensions
1"
80' x 40'
160'x 80'
Bottom Basin Dimensions
120' x 5'
66'x 26'
150'x 70'
Sediment Storage Depth
2.5 feet
3.5 feet
2.5 feet
Baffles Required
3
3
3
Bottom Elevation
18.00
18.00
14.50
\Heir Elevation
20.50
21.50
77.50
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22.00
23.00
19.00
Dewatering Mechanism
Stone Spillway
Stone Spillway
Stone Spillway
W1dih of Spillway
21 ieet
6 feet
27 feet
Depth of Flow Over Weir
0.5
0.45'
Skimmer Size (Oriiice Size)
3" 12.5 ")
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— — — — — — — — — — — — — — —
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22.50
21.75
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CHLORINE CONTACT CHAMBER
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5
24"
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15.25
15.25
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18
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21.75
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15.25
15.25
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8
30"
01
15.00
15.00
LINE 5
LINE 7
7
24 °__
DI
15.00
1150
LINE 6 - DECREASE FROM 30°
_
CLEARWELL ENTRY
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3®"
DI
95.00
11.25
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9
30"
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98"
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23.97
21.17
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PP
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21.17
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12
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21.17
26.00
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FIRE HYDRANT
TANK DRAIN
13 _
24°
01
22.50
15.33
FILTER BACKWASH WASTE
_
MANHOLE No 5
14
24
DI
95.00
9.17
BACKWASH HOLDING TANK DIVERTER BOX
BACKWASH HOLDING TANK
_
95
24"
DI
95.00
9.17
BACKWASH HOLDING TANK DIVERTER BOX
ALUM SLUDGE. HOLDING TANK
16
Be,
DI
15.75
15.33
MANHOLE No 14
BACKWASH HOLDING TANK DIVERTER BOX
17
8"
DI
16.33
15:85
MANHOLE No 13
MANHOLE No 14
18
a,
DI
16:66
16.43
_
MANHOLE No 12 _ _ _ _ _
NFANHOLE No PS
MANHOLE No 13
" 19
8"
DI
17.00
16.76
MANHOLE No 12
20
8"
DI
7745
1710
MANHOLE No 10 -
MANHOLE No 11
_
21
8 °___
DI
17.90
17.55
MANHOLE No 9
MANHOLE No 10
22
B
DI
17.33
1710
_ _ _ _ _ _
MANHOLE No 8
MANHOLE N 11
_
23
6'
01
17.80
1743
MANHOLE No 7
MANHOLE No 8
BACKWASH HOLDING TANK DIVERTER BOX
MANHOLE N05
_
24
24'_
Di
15.40
15.33
MANHOLE No 5 _
25
42"
D4
17:90
15.50
_
MANHOLE No 6
26
B"
DI
16.1.8
15.50
MANHOLE No 3
MANHOLE No 5
_
27
8'__
01
17.36
16.28
MANHOLE No 2
MANHOLE No 3
28
8'
DI
18.46.
1746
MANHOLE No 1
MANHOLE No R_
29
8'
N
1925
18.56
ACID AND BASE. NEUTRALIZATION TANKS
MANHOLE No 1
30
8"
DI
19.50
1795
MANHOLE No 15
MANHOLE N 16
39
8"
DI
17.85
9710
_
MANHOLE No 16
_
MANHOLE No 97
32
8"
bI
97.00
15.67
MANHOLE No 97
MANHOLE No 18
SEE PROFLE 1 C3O8
33
8"
DI
15.57
13.78
MANHOLE No 18
MANHOLE No 19 - METERING MANHOLE
SEE PROFILE 10308
34
8' __
DI
13.78
93.36
MANHOLE No 19 - METERING MANHOLE
MANHOLE No 20
SEE PROFILE 1 C308
" 35
8°
DI
83.26
12.83
MANHOLE No 20
-
MANHOLE No 21 -DOGHOUSE TO EX. SEWER
SEE PROFILE 9 0308
36
S'
DI
15.67
15.67
ALUM AND. BACKWASH TANK DECANT
MANHOLE No 18
37
_B°
DI
17.67
27.50
DECANT PUMP STATION
RAW WATER RESERVOIR
38
6°
01
17.33
35.75.
SLUDGE PUMPS
SLUDGE LOADING STATION
39
8° 1
U
99.50
17.50
SLUDGE LOADING STATION DRAIN
DECANT PUMP STATION
40
12"
IN
20.50
22.66
ALTITUDE VALVE VAULT
EMERGENCY BACKWASH SUPPLY
41
S"
DI
22.91
25.00
LINE 40
PW TEE
42
6°
DI
25:00
25.00_
PW TEE
BULK CHEMICAL STORAGE BLDG PW SUPPLY
43
44
6"
DI
-
25.00
25.00
PW TEE
NaMn04 FEED ROOM
PW SUPPLY LOOP
MAINTAIN -3'-V LAVER
P 2"
PVC
-
INTERMEDIATE PUMP STATION WETWELL
MAINTAIN 3' -0° COVER
45
1 2°
PVC
_
_ POLYMER FEED ROOM
WASTE DIVERTER BOX
MAINTAIN T:mo° COVER
45
1 2°
PVC
-__
C --
AUSTI FEED ROOM
CAUSTIC FEED ROOM
- _
RAW WATER METER VAULT
MAINTAIN 3 -0° COVER
47
1 2°
PVC
_
RAW WATER METER VAULT
MAINTAIN 3 -0" COVER
48
2°
PVC
FEED ROOM
RAW WATER METER VAULT _
RAW WATER METER VAULT
MAINTAIN 3'-O° COVER
49
:/2"
PVC
_ALUM
POLYMER FEED ROOM
MAINTAIN S -O° COVER
MAINTAIN 3' -0° COVER
0-
4 2"
PVC
SODIUM HYPOCHL0RITE FEED ROOM
_
CHLORINE CONTACT CHAMBER
51
1/2"
PVC
__ CO - EROSION INHIBITOR FEED ROOM
FILTERED WATER CHEMICAL FEED VAULT
MANTAN 3 ° -0° COVER
52
1/2'
PVC
- _
FUURE AMMONIA FEED ROOM
_
FILTERED WATER CHEMICAL FEED VAULT
MAINTAIN 3' o° LAVER
5Z
I/?-
PVC
_
SODIUM HYPOCHLORIT_E FEED ROOM
CLARIFIER EFFLUENT CHANNEL
MAINTAIN 3° O° COVER
54
1/2'
PVC
CAUSTIC FEED ROOM
CLARIFIER EFFLUENT CHANNEL
MAINTAIN 3-0" COVER
55
1/2'
_PVC
_ _
SODIUM HYPOCHLORITE FEED ROOM
___
SYSTEM WATER METER VAULT
MAINTAIN 3-C° covERi
56
1/2"
PVC
CAUSTIC FEED ROOM
SYSTEM WATER METER VAULT
MAINTAIN 3 -O° WYER
57
1
PVC
INTERMEDIATE: PUMP STATION SAMPLE PUMP
SAMPLE BOARD AT FILTER BUILDING
MAINTAIN 3 -0° COVER
58
,°
PVC
CLARIFIER - INFLUENT SAMPLE
SAMPLE BOARD AT FILTER BUILDING
MAINTAIN 3' -O' COVER
S
1"
PVC
__-
CLARIFIER - EFFLUENT SAMPLE
SAMPLE BOARD AT FILTER BUILDING
MAINTAIN 3° -0° COVER
60
1 -
PVC
FINISHED WATER VAULT
SAMPLE BOARD AT FILTER BUILDING
MAINTAIN 3' -0" COVER
61
9°
PVC
SYSTEM WATER METER VAULT
SAMPLE BOARD. AT FILTER BUILDING
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BEGIN CONTRACT 2 T NO.:
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11 1 DATE.
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SHEET 21 OF 157

MARTIN COUNTY OR FORMERLY'.
NOW OR FORMERLY: P-UADR: 050,3375
R YSTER-a-ARK REALTY LLC DEED BK: L-24 z
ROLM : 0503174 DEED PG: 435 y 11001� IS
DEED BK: 9-17
DEED Pa 229
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END CONTRACT 1STA
BEGIN CONTRACT OR TA 10-00 U.
23-44.53
INSTALL 15" PLUG
ED' BY CONTRACT 2 LL
CONNECT TO IS' 22 1/2'
BEND INSTALL
X.
NOW OR FORMERLY:
MARTIN COUNTY
PCLNm: 0503979
_- -__ —__
— — — — — — — —
DEED RK:
DEED PM
NOW OR FORMERLY; t
ROBERT MACK STALLS
PCl-NBR; 0500225
DEED BK: X-23
DEED PG: 20
ROANOKE RIVER �AFET,— TBM: TEMP CONST ESMT.
NORMAL WATER EL -3.5- TOP OF FH STA 21-01
RECORD LOW WATER -1.07' EL fl.12 90° BEND WIDTH VARIES
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j� PERMANIEN NOW OR FORMERLY:
IA
'44
'TT RIVERBA BUILDING SUPPLY INC.
THE E�ENT
7 T RAW WATER CLNBR: 0500688
MAPLE PUMP STATION DEED BK: E-13
SEE SST C102 DEED PQ 307
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RIVERBANK BUILDING SUPPLY
FENCE I PCLN : 0500687
Mcry -1 1
INTAKE SCREEN (D)STNEII-) DEED BK: E-13
LAT 35 ° -51'- 43.64° E PIPE Ono PC 307
LONG 77' -2'-40.38" 1 1
N-774394.6784 a: z
E-2579385,9 NOW OR FORMERLY: 0 50,
FENDER MARTIN 50' 25'
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6" MIN .-
RADIUS TO NCDOT #5 OR ¢j57
ACCOMODATE WASHED STONE
LARGE TRUCKS NEW CONSTRUCTION
75' MIN.
EXISTING 11 MIN. 25' MIN.
ROADWAY
6" MIN. SECTI ON L-12" MIN.
NOTES:
1.) ENTRANCE APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE Is STABILIZED.
2.) CONSTRUCTION ENTRANCE SHALL BE PLACED FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
3.) PERIODIC TOP DRESSING AND ROUTINE MAINTENANCE SHALL BE PROVIDED ON
ENTRANCE AS REQUIRED. CONTRACTOR SHALL STOCKPILE FRESH STONE ON SITE.
4.) ANY MATERIAL THAT MAKES IT TO EXISTING PUBLIC ROADWAY SHALL BE REMOVED
AND CLEANED IMMEDIATELY.
/-,-%\TEMPORARY CONSTRUCTION ENTRANCE
kz��O SCALE
NOTE! 3:1 SIDE SLOPES UNLESS OTHERWISE NOTED ON PLANS.
STRAW W/ NETTING OR
TEMP DITCH LINER
z
3
3
T
FOR DITCHES WITH HIGH
VOLUME FLOWS, ROCK SLOPE PERMANENT GRASS LINED
PROTECTION MAY BE NEEDED TEMPORARY STRAW W/ NET OR
PER STANDARD DETAIL TEMP DITCH LINER
5 TYPICAL DITCH
SD-1 NOT TO SCALE
13' LONG MIN., 2" x 4" TREATED
STEEL POSTS
TYPICAL INLET
OR BASIN
v_
MIN
w #57 STONE
FRAME
mGATHER
1/4" NREM " ESH EXCESS AT
CORNERS
NOTES:
1. DRIVE POSTS INTO THE GROUND TO A DEPTH OF 1.5'
2. WIRE MESH SHALL BE HARDWARE CLOTH (23 GAUGE MIN.)
AND SHALL HAVE 1/4 " MESH OPENINGS. BURY FABRIC V
AND EXTEND TO THE TOP OF THE POSTS.
3. SEDIMENT CONTROL STONE SHALL BE #57 STONE. HEIGHT
OF STONE AT WIRE MESH SHALL BE 12 INCHES.
4. FASTEN FABRIC SECURELY AT THE CORNER POSTS.
INLET PROTECTION
NOT TO SCALE
OVERLAP MAX SPACING I OVERLAP�
TOP ALONG EDGES BOTTOM
u
-- — — — -- — — — — 4-
o­ 0 0 STAPLE LOCATIONS (TYP.)
01
<
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0
< 1 2
an
GRADE SLOPE
F,
<*
ft_ 0 ACROSS MIDDLE
< 0
>
< 0
no 0
>
0
0
02 NETTING OR MATTING
0 (SEE SPECIFICATIONS)
- - - - - - - - --
ANCHOR',4)TRENCH
END OF LINER SHEET
INSTALLATION OF LINER:
IJ APPLY LIME, FERTILIZER, AND SEED BEFORE LAYING LINER.
2.) LAY LINER FROM TOP OF SLOPE OR CHANNEL AND UNROLL IT DOWN THE GRADE.
ALLOW NETTING TO LAY LOOSELY WITH WRINKLES. DO NOT STRETCH LINER.
3.) BURY THE UPSLOPE END IN AN ANCHOR TRENCH 5' DEEP, COVER WITH SOIL AND TAMP
FIRMLY. PROVIDE STAPLES (1" WIDE x 6" LONG MIN.) AND OVERLAP AS SHOWN ABOVE.
4.) TO JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END OF THE NEW LINER.
OVERLAP THE END OF PREVIOUS ROLL 12" MINIMUM AND STAPLE AT 12" O.C.
BELOW ANCHOR TRENCH.
MAINTENANCE :
INSPECT PERIODICALLY OR
AFTER RAINSTORMS FOR
EROSIOR FAILURE. REPAIR
r2"\TEMPORARY DITCH LINER ALL WASH ED OUT AREAS BY
k��l NOT TO SCALE RE-GRADING, RE-SEEDING,
AND RE-INSTALLING LINER
AND MULCH AS REQUIRED.
21-0'
MAX 2 MIN.
T -LOW
...........
STEEP CUT OR
FILL SLOPE
FORM COMPACTED BERM
WITH EXCAVATED MATERIAL
UPSTREAM SLOPE- POSITIVE GRADE 1.0% MAX
SIDE SLOPES
2:1 MAX
STEEP CUT OR
FILL SLOPE
42 TYPICAL DIVERSION DITCH
\ZL1 NOT TO SCALE
FLOW
4,
I
CLASS I RIP RAP lgp*IEII" STO STO No. 57
WASHED STONE
FLOW FLOW
1-"Pl
0i
PLAN VIEW
No. 57
AREA TO BE WASHED STONE ROADWAY
DISTURBED SHOULDER
FLOOD RIP -RAP
STORAGE
ZONE HEADWALL
EXISTING SLOPE CLASS B RIPRAP
Ca
0'
I
N
SEDIMENT
PIPE INV'ERT
`2
STORAG�E�
ZONE
---------
_K�CLAZSS I RIP-RAP
MAXIMUM
FILTER GEOTEXTILE
SEDIMENT DEPTH
SECTION
(CLEAN OUT LEVEL)-
0
Z
Z 0
ARC FILTER
4 To 6,
N07 TO SCALE
EXISTING SLOPE CLASS B RIPRAP
Ca
ELEV. OF STORMWATER
m
75 Lu
U)
-5 OR e57
2
< 1,
WASHED STONE
<
u
0
R00
0
Z
Z 0
4 To 6,
SIDE VIEW.
NOTES: FRONT VIEW
1.) HEIGHT AND WIDTH DETERMINED BY EXISTING TOPOGRAPHY AND SEDIMENT
STORAGE REQUIRED.
2.)KEY RIP RAP INTO THE DAM FOR STABILIZATION.
3.)DO NOT PLACE CHECK DAMS IN LIVE STREAMS.
4,)ROCk CHECK DAMS ARE PLACED ON EACH SIDE OF IMPACTED STREAMS
AND AT 1000' INTERVALS BETWEEN STREAMS.
/1 ROCK CHECK DAM
NOT TO SCALE
8" OF CLASS I RIP-RAP
8'-G' MAX
42 SLOPE PROTECTION
\Z-.,/ NOT TO SCALE
[/FABRIC
COMPACTED
EARTH FILL
APPROVED UV 14+14 GAUGE WIRE j
RESISTANT SILT I MESH BACKING T
H 9' ANCHOR TRENCH.
FILTERING FABRIC I (6 "x6 " MAX OPNGI i i 2 CARRY WIRE _AD
I I FABRIC 8' MIN. INTO
'Li TRENCH, BACKFILL
SOIL AND COMPACT
1.33 LB/FT STEEL POSTS
NOTES:
I.) FDR AREAS OF EARTH BACKFILL, POSTS SHALL BE SET AT DEPTHS OF 4' -0' MIN AND ANCHOR TRENCH
IS TO BE 9'.9' WITH FILL TO BE COMPACTED.
1) PROVIDE ADEQUATE EXCAVATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP.
3.) CONTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL. FROM ENGINEER,
MAINTENANCE
1.) INSPECT FENCE WEEKLY AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2.) SHOULD THE FABRIC TEAR, DECOMPOSE, OR BECOME INEFFECTVE, REPLACE IT PROMPTLY.
3.) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4.) REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING AREA HAS BEEN PROPERLY STABILIZED.
t7l'\ SILT FENCE
\zLlll NOT TO SCALE
FRONT VIE
, — 1 ­1 'ER-11- ­­_E RIQ-"-'
ROCK CHECK DAM WITH WEIR
NOT TO SCALE
AS NOTED ON DRAWINGS
3 zr 3
11-
z
Ca
0 z
m
75 Lu
U)
uj=
®0,
2=1
!
0
R00
0
Z
Z 0
U..
NOT TO SCALE
SIDE VIEW ,�
s All
"T
u0 PY:
E_l'
—EY-A RIP RA.
2 11
PRI
FRONT VIE
, — 1 ­1 'ER-11- ­­_E RIQ-"-'
ROCK CHECK DAM WITH WEIR
NOT TO SCALE
AS NOTED ON DRAWINGS
3 zr 3
11-
z
Ca
0 z
m
75 Lu
U)
uj=
®0,
2=1
!
0
R00
0
Z
Z 0
U..
NOT TO SCALE
<
0.
ITYP)
;E!
z
RIP-RAP NCDOT CLASS 11
DITCH INN EROSION CONTROL STONE (ECS)
FILTER GEOTEXTILE (TYPE 11)
2=1
OR 4" No 57 STONE
0
AGGREGATE FILTER
0
Z
CHANNEL PROTECTION
NOT TO SCALE
------------ - -- - ---- - ---------- - ---
12-- SILT FENCE OUTLET
\ZLIII NOT TO SCALE
H-
z
H-
m
O
i
W
LD
< U2
1- 0
VU rr
0 Lu
00
cr. z
Z Z
0
ILL
LU
(n
S'
DESIGNED BY:
CLP
DRAWN BY:
PMD/EML
CHECKED BY:
CAT
PROJECT NO.:
3104-G
DATE
AUGUST 2012
SCALE
AS SHOWN
SHEET 82 OF 157

STEEL POSTS FOR JUTTE NETTING 5' 1.5' STEEL POST Oya
(DRIVEN AT LEAST 18" INTO GROUND) I POROUS BAFFLE
3600 ft /acre - A
TRENCHED INTO
BOTTOM AND SIDES �j /
EXCAVATE A \ U
a
CROSS - SECTION A MINIMUM OF 1.5' 1 �� \, 5 INLET ZONE: y /
DESIGN �/ q 35X
21' MIN. BELOW AGE EXISTING y /'
SETTLED EARTH BERM / OF SURFACE AREA
TOP OVERFILL 6" GRADE _ \ S T
Al FOR SETTLEMENT v \ OPF SURFACE EAREAS/ \ /
WEIR (BEE
4' MIS PLAPd FOR LOCATION) / Y'„ SECOND ACE AREA
. , • Z VA/ OF SURFACE A n' ek;?%OUTLET ZONE: 15!. 1 \ Y IEF 21 SIDE . _ it
SLOPE FILTER _-
11 SIDE BY -PASS 6" OF SURFACE AREA
FABRIC_ SLOPE MAX. BELOW OF SETTLED PERSPECTIVE VIEW �
NATURAL GROUND —� MAINTENANCE OF BAFFLES %�v
STONE SECTION
MAINTENANCE FOR TEMPORARY SEDIMENT TRAPS
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST ONCE A WEEK AND AFTER EACH
SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT, AND RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH OF THE TRAP.
PLACE THE SEDIMENT THAT IS REMOVED ON THE DESIGNATED DISPOSAL AREA, AND
REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY SEDIMENT. CHECK
THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK THE
DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW
POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
EMBANKMENT S SLIGHTLY ABOVE DESIGN GRADE 1 TE ® ®P ®R�
ANY
EMBANKMENT DISPLACED FROM THE DESIGN MUST IY9
BE REPLACED IMMEDIATELY.
D- NOT 70 SCALE
Planting Dates
Grass Type
Pounds /Acre
,Dan. 1 - May 1
Rye (Grain)
120
Korean Lespedeza
50
May 1 - Aug. 15
German Millet
40
Or
Sudargrass
50
Aug. 15 - Dec. 30
Rye (Grain)
120
Lime
3,000
Fertilizer
10 -10 -10
800
Mulch
Straw
4,000
3 TEMPORARY SEEDING SCHEDULE
%ZLV NOT TO SCALE
a,
Q
INSPECT BAFFLES AT ,.EAST ONCE A WEEK AND AFTER EACH RAINFALL.
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT
REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON BAFFLES. TAKE CARE TO AVOID DAMAGING
THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF
THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABLIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SOIL
AND GRADE ACCORDING TO PLANS.
c[r CFO
S
3� 7 rj
sw
PLAN PLAN
SECTIIG� THIFL PIPE ECTICN THRU PIPE
w ,us ra ==r. an s ireIT *ua=
iea�x,Tw i oevwn cieNm".-
em a.�xo. -r ae ranw renew arou8 � osrxim �r ,ce ��+.v
4 ENERGY DISSIPATION PAD
D- NOT TO SCALE
rc ToET NET n... T./ / \ F- I-)
11 111 F.., c
.. onr. PERSPECTIVE biEW
I� Ell
v 9 �;✓
1Fr lZ J
I IF
o TYPICAL SKIMMER BASIN
S y
p -7 NOT TO SCAI_E
"IT
II n n�
^ear
\ 11.1 EFl 1s
Vii. EE __'
PER R� .T.J
xna
IN
I NIGINAL 111— IIIFN IN 1_1111111F 111 ­­­111 11 1­ 111
Fill� ILII 1111 EII­ III IF 1111
- TTn rff ra /Tr
IF
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ce
I-NITT
_ _ - bFIR F DSS SECT I
..T,NT,T.,E <" rWETr. N ,., -_ter Eo ,�E.. aEO ",.,eT.. an,. .� `
IT
s TYPICAL SEDIMENTATION BASIN WITH SKIMMER
IT 0 ,­LL
z
0
0s
O ¢
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¢z
w
Z
w
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0
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3
zw
ar
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0
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1—
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CD
Cc
LLI
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DESIGNED BY:
CLIP
DRAWN BY:
PMDIEML
CHECKED BV'.
CAT
PROJECT NO.:
3104 -G
DATE'.
AUGUST 2012 r
SCALE:
AS
SHEET 83 OF 957

1 TYPICAL BOLLARD
SD-3 NOT TO SCALE
VARIES - SEE SITE PLAN
4' -0" EQUAL EQUAL 4' -0"
SLOPE AT 9/4:32 j SLOPE AT 1/4:12
12°
IN j 1 1/2" ASPHALT
TYP j CONCRETE SURFACE
2 1/4" ASPHALT COURSE (SFB.SA)
CONCRETE BASE TACK COAT
(B -25.08
92:1 92:1
FILL SECTION
! �!�
NOTE: cur secrloN �, A, I A.
THE 1 9/2" ASPHALT CONCRETE SURFACE COURSE �8" AGGREGATE BASE COURSE
AND THE TACK COAT SHALL NOT BE PLACED UNTIL
THE CURRENT AND THE ELECTRICAL CONTRACT IS COMPLETE COMPACTED SUB -GRADE
AND HAS BEEN APPROVED BY THE ENGINEER.
ASPHALT SUPERPAVE MIX SHALL BE IN ACCORDANCE TO SPECIFICATIONS AND NCDOT SECTION 610.
s TYPICAL ROADWAY - ASPH T SUPERPAVE
c
m
a
ai
C) O
m
m
Q
ti
U
Q O
N U))
h Q
O �s
w �
U
c g
a �
0
s 4p o
N �
FINISk
GRADE
10' -0" MAX
3 STRANDS OF BARBED WIRE
(4 PT BARBS 3" O.C.)
I
ROADWAY GATE OPENING
AS SHOWN ON S7E PLANS 4' -0"
SEE NOTE 2 PERSONNEL
10' -0" MAX 10' -0" MAX GALE
SLOPE TOP FOR
POSITIVE WATER RUNG
6" DIA SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPEC
o
y o
�:
vOJi
PAVEMENT N `t
EDGE OF LONG SLAB _... _.
OR STEM WALL
TOP RAIL, TYP ?�
K 2 LAYERS
1/2" JOINT FILLER MATL
r
301 FELT
n�; ` SEE NOTE 1
PAPER-7
CLASS "B" CONCRETE
ENCASEMENT
TOF
�
w
1/2" JOINT FILLER MATL
a
x
8" DIA SCH 40 STEEL PIPE
w
SLEEVE, PAINT PER
NOTE 1
SPECS, SECTION GA 7®
o
BRACE
//
6"
NOTE:
6" UNLESS OTHERWISE 6" 6"
NOTED ALL BOLLARDS
SHALL BE TYPE 1
BOLLARD
TYPE 2 BOLLARD TYPE 1
1 TYPICAL BOLLARD
SD-3 NOT TO SCALE
VARIES - SEE SITE PLAN
4' -0" EQUAL EQUAL 4' -0"
SLOPE AT 9/4:32 j SLOPE AT 1/4:12
12°
IN j 1 1/2" ASPHALT
TYP j CONCRETE SURFACE
2 1/4" ASPHALT COURSE (SFB.SA)
CONCRETE BASE TACK COAT
(B -25.08
92:1 92:1
FILL SECTION
! �!�
NOTE: cur secrloN �, A, I A.
THE 1 9/2" ASPHALT CONCRETE SURFACE COURSE �8" AGGREGATE BASE COURSE
AND THE TACK COAT SHALL NOT BE PLACED UNTIL
THE CURRENT AND THE ELECTRICAL CONTRACT IS COMPLETE COMPACTED SUB -GRADE
AND HAS BEEN APPROVED BY THE ENGINEER.
ASPHALT SUPERPAVE MIX SHALL BE IN ACCORDANCE TO SPECIFICATIONS AND NCDOT SECTION 610.
s TYPICAL ROADWAY - ASPH T SUPERPAVE
c
m
a
ai
C) O
m
m
Q
ti
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Q O
N U))
h Q
O �s
w �
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a �
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FINISk
GRADE
10' -0" MAX
3 STRANDS OF BARBED WIRE
(4 PT BARBS 3" O.C.)
I
ROADWAY GATE OPENING
AS SHOWN ON S7E PLANS 4' -0"
SEE NOTE 2 PERSONNEL
10' -0" MAX 10' -0" MAX GALE
a°I 1 1211 Mj a� CONCRETE �� 12`
SEE NOTE
CORNER /LINE ROADWAY GATE PERSONNEL GATE
2 CI'AIN LINK FENCE NOTES. 1. PROVIDE LOCKING LATCNJNG DEVICES FOR SECURITY, (PADLOCKS BY OWNER)
SD -3 NOT TO SCALE 2. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
3. IF ROCK IS ENCOUNTERED WHEN SETT114G POSTS, DRILL HOLES 4-INCHES LARGER IN
DIAMETER THAN POSTS AND BACKF €LL TO GRADE WITH CLASS "B" CONCRETE.
ASPHALT
6" MIN FROM
BASE SLOPE ASPHALT CONCRETE
SURFACE TACK COAT
TYPE I -9
EXIST SURFACE
COURSE
TACK COAT —� /_H -BINDER COURSE
\\\\_�AGCREGATE BASE COURSE
EXIST BASE COURSE
4 TYPICAL PAVEMENT JUNCTION
SD-3 NOT TO SCALE
4' -0" (OR AS INDICATED) 1/8" RADIUS
EXPANSION JOINTS 40` -0" OC MAX X (BOTH SIDES) JOINT SEALER
FINISHED �9/8° 70 1/4"
GRADE CONTROL JOINTS 5-0" OC MAX .
9"
4 JOINT FILLER
1 2"
2" CLR WI X W2.9 (6X6) WWF TRANSVERSE EXPANSION
TYP JOINT IN SIDEWALK
SECTION VIEW JOINT DETAIL
TYPICAL CONTRACTION JOINT
40' MAX SPACING BETWEEN
1/2" EXPANSION JOINTS
4" THICK CONCRETE WALK
VARIES,
SEE PLAN
FOR WIDTH
1/2" EXPANSION JOINT MATL WHEN WIDTH OF SIDEWALK, PAD, ETC
REQUIRED WHEN WALK ABUTS EXCEEDS 6', LONGITUDINAL CONTRACTION
RIGID STRUCTURES JOINTS SHALL BE PLACED AS REQUIRED
PLAN VEEW
s TYPICAL SIDEWALK
SD -3 NOT TO SCALE
D. BOTTOM RAIL
GATE POST
O.D.)
BETE
NEW ASPHALT 4" CONCRETE
PAVEMENT
WWF 6X6 -W1 4X9 4
6" NCDOT #57 STONE (3" MIN. COVER. TYP.)
BASECOURSE
COMPACTED SUBGRADE
BEND '4®12
NOTES: 'T
1. STANDARD SIDEWALK WIDTHS SHALL BE AS SHOWN
ON THE PLAN SHEETS AND THICKNESS SHALL BE 4"
UNLESS OTHERWISE DENOTED.
2. A GROOVE JOINT 1" DEEP WITH 1/8 " RADIUS SHALL BE
REQUIRED IN THE CONCRETE: SIDEWALKS AT 5' INTERVALS.
ONE 1/2 " EXPANSION JOINT WILL BE REQUIRED AT 40'
INTERVALS. A 1/2 " EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
s TURNDOWN SIDEWALK
o NOT TO SCALE
LLJ
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�Zz -
LL
4
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DESIGNED BY:
CLP
DRAWN BY:
PLAID /EML
CHECKED BY:
CAT
PROJECT NO.:
3104 -G
DATE:
AUGUST 2012
SCALE:
AS
SHEET 84 OF 157
�:
TOP RAIL, TYP ?�
i
TmS
4'
GRACE
n�; ` SEE NOTE 1
. <�.:
:.SEE
NOTE 1
o
BRACE
//
I
°,o
/
7 GAUGES
;frkr
TENSION
t
x.375" CIA TE R00
WIRE
— TURNBUCKL
E
T>
I '�
DI TIE ROD
`ra
1 -
11 %
II
�'`
I
TYP CORNER POST
II
II' TYP LINE POE
II
II
.375"
WRNBUCKLE
II
Ii
II
a
(3" O.D. END,
II
,I
i
y I
�,
WITH
CORNER, BRACE)
1 (2 3/8" O.D.)
II
11
T"
1
2" Q.D. BOTTOM RAIL
TYP
CONCRETE
D CONCRETE
IJ
(
TYP GATE POST
!
(3"
a°I 1 1211 Mj a� CONCRETE �� 12`
SEE NOTE
CORNER /LINE ROADWAY GATE PERSONNEL GATE
2 CI'AIN LINK FENCE NOTES. 1. PROVIDE LOCKING LATCNJNG DEVICES FOR SECURITY, (PADLOCKS BY OWNER)
SD -3 NOT TO SCALE 2. PROVIDE LATCHING DEVICES TO HOLD GATES IN OPEN POSITION.
3. IF ROCK IS ENCOUNTERED WHEN SETT114G POSTS, DRILL HOLES 4-INCHES LARGER IN
DIAMETER THAN POSTS AND BACKF €LL TO GRADE WITH CLASS "B" CONCRETE.
ASPHALT
6" MIN FROM
BASE SLOPE ASPHALT CONCRETE
SURFACE TACK COAT
TYPE I -9
EXIST SURFACE
COURSE
TACK COAT —� /_H -BINDER COURSE
\\\\_�AGCREGATE BASE COURSE
EXIST BASE COURSE
4 TYPICAL PAVEMENT JUNCTION
SD-3 NOT TO SCALE
4' -0" (OR AS INDICATED) 1/8" RADIUS
EXPANSION JOINTS 40` -0" OC MAX X (BOTH SIDES) JOINT SEALER
FINISHED �9/8° 70 1/4"
GRADE CONTROL JOINTS 5-0" OC MAX .
9"
4 JOINT FILLER
1 2"
2" CLR WI X W2.9 (6X6) WWF TRANSVERSE EXPANSION
TYP JOINT IN SIDEWALK
SECTION VIEW JOINT DETAIL
TYPICAL CONTRACTION JOINT
40' MAX SPACING BETWEEN
1/2" EXPANSION JOINTS
4" THICK CONCRETE WALK
VARIES,
SEE PLAN
FOR WIDTH
1/2" EXPANSION JOINT MATL WHEN WIDTH OF SIDEWALK, PAD, ETC
REQUIRED WHEN WALK ABUTS EXCEEDS 6', LONGITUDINAL CONTRACTION
RIGID STRUCTURES JOINTS SHALL BE PLACED AS REQUIRED
PLAN VEEW
s TYPICAL SIDEWALK
SD -3 NOT TO SCALE
D. BOTTOM RAIL
GATE POST
O.D.)
BETE
NEW ASPHALT 4" CONCRETE
PAVEMENT
WWF 6X6 -W1 4X9 4
6" NCDOT #57 STONE (3" MIN. COVER. TYP.)
BASECOURSE
COMPACTED SUBGRADE
BEND '4®12
NOTES: 'T
1. STANDARD SIDEWALK WIDTHS SHALL BE AS SHOWN
ON THE PLAN SHEETS AND THICKNESS SHALL BE 4"
UNLESS OTHERWISE DENOTED.
2. A GROOVE JOINT 1" DEEP WITH 1/8 " RADIUS SHALL BE
REQUIRED IN THE CONCRETE: SIDEWALKS AT 5' INTERVALS.
ONE 1/2 " EXPANSION JOINT WILL BE REQUIRED AT 40'
INTERVALS. A 1/2 " EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
s TURNDOWN SIDEWALK
o NOT TO SCALE
LLJ
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g�
DESIGNED BY:
CLP
DRAWN BY:
PLAID /EML
CHECKED BY:
CAT
PROJECT NO.:
3104 -G
DATE:
AUGUST 2012
SCALE:
AS
SHEET 84 OF 157

MANHOLE FRAME &
0
FIN. GRADE
PRECAST CONCRETE RING OR BRICK
& MORTAR FOR GRADE ADJUSTMENT
(THREE COURSES OR 8" MAX.)
EXTERNAL JOINT SEALS
PER SPECIFICATIONS
STEPS
SEAL JOINTS PER- r
ALTERNATE HYDRANT LEG POSITIONS FOR
SPECIFICATIONS t,''
BRICK & MORTAR OR
E. ^.
PRECAST INVERT
- - -. -- VARIES (24" - 36 ")
MIN. 1%2" PER FOOT
3 ON DRAWING
SLOPE UP FROM 3/4
° PLACED WITH 4
OF PIPE DIAMETER
�—EXTENDED BASE WHERE
-
,, ...
'•s* -. INDICATED ON DRAWINGS
EXT. 61" BEYOND STONE
7i PRECAST CONCRETE MANHOLE
L NOT TO SCALE
a
pN R
BOLTS
OF 4)
2'- 1 1/4„
1' -11 3 /4 " --Y4" MIN.
Y_1t1 „
.� LAG BOLTS
\# (TYP. OF 4)
0 /a"
4 3 /s„ 2 /z a -1 IV,
2._9 i/4"
STD MANHOLE RING & COVER
S NOT TO SCALE
PROVIDE 3000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
SURFACE COURSE SECURE FRAME TO MANHOLE WITH
z a EQ. SPACED %" ANCHOR BOLTS
iN NON- TRAFFIC AREAS
6" -
BASE COURSE
I�
=�iiiiiis;si
MANHOLE RING &COVER
USE ROPE MASTIC SEAL COMPACTED FILL
UNDER FRAME
MANHOLE IN PAVEMENT
& SIDEWALKS MANHOLE IN NON -PAVED AREAS
0 MANHOLE T FRAME MOVER
4
ALTERNATE HYDRANT LEG POSITIONS FOR
V 0° TYP. JNLESS
o"
i
Z_
J
NOTED OTHERWISE
- - -. -- VARIES (24" - 36 ")
X" x S' WELDED
OUTLET LOCATION
HYDRANT TO BE
3 ON DRAWING
EOCENITNI
° PLACED WITH 4
1/2" .
S.STL. CHAIN
CONIC UNIT
CABLE -� 4
STAINLSS STEEL
X° x S° WELDED FACING ROAD
"
I
0
w
OUTLET LOCATION
2 1/2" HOSE
3/-"" WALL PLATE
AT LOW POI PITS AT HIGH POINTS
SAFETY
NOZZLE
2�11
z
_
<
I (TYP. OF 2)
VALVE PROTECTOR RING
FILL GORED\
HYDRANT 70 I.E
PAINTED TW'0 COATS
WALL MOUNTED
C1 VALVE BOX
,�'
LIFTING
EPS
I AFTER INSTALLATION.
q
6" GV FLGxMJ z
TL
�'- STAINLESS
li
I
ANCHOR
HYDRANT S
IJ B
o
EXIST.
°-
.`?
TEE
SEWER z
60" OVERALL
@ MOUNTING HOLES ARE Y,"C
w
LINE 5E
�o PORTABLE HOIST
MASONRY SEAL
s
_
CONIC m
®4 B 12"
s
FILL Q
C.C.E.W.
o 0
o
.)� NOT LESS THAN 8
CU.FT. #57 CRUSHED
p-
CONCRETE
5II`
5 4'
MORTHHIICK
SEAL
BETUMASTIC
0 OT CONTRACT
PROVIDES
THRUST
TYPICAL SECTION
GASKETED MANHOLE
WEEP HOLES)
�s
BLOCKING
OPEMNGS
5 DOGHOUSE MANHOLE
CONCRETE THRUST
SD-4 NOT TO SCALE
BLOCKING
(2" MIN FROM
d.
a
pN R
BOLTS
OF 4)
2'- 1 1/4„
1' -11 3 /4 " --Y4" MIN.
Y_1t1 „
.� LAG BOLTS
\# (TYP. OF 4)
0 /a"
4 3 /s„ 2 /z a -1 IV,
2._9 i/4"
STD MANHOLE RING & COVER
S NOT TO SCALE
PROVIDE 3000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
SURFACE COURSE SECURE FRAME TO MANHOLE WITH
z a EQ. SPACED %" ANCHOR BOLTS
iN NON- TRAFFIC AREAS
6" -
BASE COURSE
I�
=�iiiiiis;si
MANHOLE RING &COVER
USE ROPE MASTIC SEAL COMPACTED FILL
UNDER FRAME
MANHOLE IN PAVEMENT
& SIDEWALKS MANHOLE IN NON -PAVED AREAS
0 MANHOLE T FRAME MOVER
4
ALTERNATE HYDRANT LEG POSITIONS FOR
V 0° TYP. JNLESS
o"
i
MAINS LARGER THAN 20" (SEE NOTE 3)
NOTED OTHERWISE
- - -. -- VARIES (24" - 36 ")
X" x S' WELDED
OUTLET LOCATION
HYDRANT TO BE
3 ON DRAWING
PLATE
° PLACED WITH 4
1/2" .
S.STL. CHAIN
PUMPER NOZZLE
CABLE -� 4
STAINLSS STEEL
X° x S° WELDED FACING ROAD
"
I
0
w
OUTLET LOCATION
2 1/2" HOSE
3/-"" WALL PLATE
AT LOW POI PITS AT HIGH POINTS
SAFETY
NOZZLE
x
z
_
<
I (TYP. OF 2)
Q
VALVE PROTECTOR RING
FILL GORED\
HYDRANT 70 I.E
PAINTED TW'0 COATS
WALL MOUNTED
C1 VALVE BOX
,�'
LIFTING
I AFTER INSTALLATION.
q
6" GV FLGxMJ z
FIELD T
�'- STAINLESS
li
I
ANCHOR
HYDRANT S
IJ B
- _..... _... i..
GS6 STEEL
°-
.`?
TEE
NOTE:
60" OVERALL
@ MOUNTING HOLES ARE Y,"C
HEIGHT
�o PORTABLE HOIST
NEW
D -a NITS
PORTABLE HOIST SHALL BE FROM THERN, HALLIDAY, OR OTHER APPROVED MANUFACTURER.
s
WATER MAIN
n
a
.)� NOT LESS THAN 8
CU.FT. #57 CRUSHED
p-
CONCRETE
r7.j, STONE (AROUND
F�
THRUST
WEEP HOLES)
�s
BLOCKING
6'MP
CONCRETE THRUST
SOLID CONC PAD
BLOCKING
(2" MIN FROM
d.
18" SO x 3" THICK RESTRAINED WEEP HOLES)
(MIN DIMENSIONS)
MJ
NOTES:
(SEE NOTE 4,
1. POUR CONCRETE SO THAT NO FITTING OR FLANGES ARE
COVERED.
h j
-�
2. HYDRANT STANDPIPE TO BE EXTENDED AS NECESSARY TO SUIT FIN GROUND ELEVATION.
3. AT LOCATIONS INDICATED ON PLANS FOR MAINS LARGER THAN 20 ', USE ALTERNATE
HYDRANT LEG POSITION AS SHOWN ABOVE WITH WELDED
OUTLETS IN LIEU OF TEES.
FIRE HYDRANT
ASSEMBLI/
a w CI
D -4 NOT TO SCALE
�o
0
a
pN R
BOLTS
OF 4)
2'- 1 1/4„
1' -11 3 /4 " --Y4" MIN.
Y_1t1 „
.� LAG BOLTS
\# (TYP. OF 4)
0 /a"
4 3 /s„ 2 /z a -1 IV,
2._9 i/4"
STD MANHOLE RING & COVER
S NOT TO SCALE
PROVIDE 3000 PSI
CONCRETE ENCASEMENT
IN PAVED AREAS.
SURFACE COURSE SECURE FRAME TO MANHOLE WITH
z a EQ. SPACED %" ANCHOR BOLTS
iN NON- TRAFFIC AREAS
6" -
BASE COURSE
I�
=�iiiiiis;si
MANHOLE RING &COVER
USE ROPE MASTIC SEAL COMPACTED FILL
UNDER FRAME
MANHOLE IN PAVEMENT
& SIDEWALKS MANHOLE IN NON -PAVED AREAS
0 MANHOLE T FRAME MOVER
4
POST HYDRANT
(ECLIPSE No 2 OR 2A
BY JOHN C. KUPFERLE
FOUNDRY OR EQUAL)
NOTE: CAST IRON RISER
HYDRANT SHALL
BE SELF DRAINING, 16 "x24 "x4" CONCRETE PAD
NON - FREEZING VALVE WITH BOX,
COMPRESSION TYPE. SIZE PER LINE,
GRADE
i
DUCTILE IRON
EXTENSION \i\\ ,. .i 0
o�
UNDISTURBED 1n z
EARTH .... g
_ ,0" I
�-1 1/4'0 PIPE OR LARGER,
o"
i
CAST IN
y ,¢
- - -. -- VARIES (24" - 36 ")
S. %" SASE
4 CUBIC FEET
CRUSHED STONE
PLATE
WEEP HOLE
S.STL. CHAIN
FLOOR MOUNTED
CABLE -� 4
STAINLSS STEEL
S.STL.
SOCKET
5 "B
�
�5
3/-"" WALL PLATE
ASSEMBLY
SAFETY
(UPPER SIDE 5' TO
(LOWER SIDE 21/z'
HOOK
5') AS DIRECTED
ENGINEER
<
L STATIC
7"
LOOP
-- < \
FILL GORED\
`STFNLESS
I STEEL TUBE
WALL MOUNTED
DAVIT 24 - 49
36" - 34"
STAINLESS STEEL
SOCKET
LIFTING
HEIGHT
W/ GROUT
PIPE
FIELD T
�'- STAINLESS
INSTALLED,
STEEL TUBE
ANCHOR
MAST
IJ B
- _..... _... i..
GS6 STEEL
°-
EMRED SOCKET
EMBED
NOTE:
60" OVERALL
@ MOUNTING HOLES ARE Y,"C
HEIGHT
�o PORTABLE HOIST
AND BASE DETAIL
D -a NITS
PORTABLE HOIST SHALL BE FROM THERN, HALLIDAY, OR OTHER APPROVED MANUFACTURER.
POST HYDRANT
(ECLIPSE No 2 OR 2A
BY JOHN C. KUPFERLE
FOUNDRY OR EQUAL)
NOTE: CAST IRON RISER
HYDRANT SHALL
BE SELF DRAINING, 16 "x24 "x4" CONCRETE PAD
NON - FREEZING VALVE WITH BOX,
COMPRESSION TYPE. SIZE PER LINE,
GRADE
i
DUCTILE IRON
EXTENSION \i\\ ,. .i 0
o�
UNDISTURBED 1n z
EARTH .... g
R NOT TO SCALE
NCDOT ° 840.24 GRATE
Ck
�-1 1/4'0 PIPE OR LARGER,
AND FRAME
CAST IN
y ,¢
SEE SITE PLAN
A� \�
/ \•
p��/
4 CUBIC FEET
CRUSHED STONE
4'x8' SOLID
MASONRY BLOCKS
MJ OR IP INLET
� 2
a
CONNECTION
NON- FREEZE
POST HYDRANT
R NOT TO SCALE
NCDOT ° 840.24 GRATE
Ck
INSTALL CAST IRON MANHOLE STEPS IN
ALL CATCH BASINS OVER 4' -0" IN DEPTH.
AND FRAME
CAST IN
y ,¢
A PRECAST TOP
SLAB
p
h 0
� 2
a
DRAWN BY:
0 ® I
2' -10"
FRAME &--pp
5 "B
�
�5
GRATE
SLOPE OF GUTTE
11.
(UPPER SIDE 5' TO
(LOWER SIDE 21/z'
W
Q
5') AS DIRECTED
ENGINEER
<
5' -0"
�O DO
z �\
FILL GORED\
C')
SHEET 85 OF 157
PIPE OPENING
IZ'LLET TOP ' /8"
W/ GROUT
PIPE
in
/A
PIPE i\
2" MIN GROUT
\
FILL IF NEEDED
PRECAST
°-
TO MATCH
PIPE INVERT?
CONCRETE
BOX
`-�
f
1
PLAN
SECTION A -A
7 YARD INLET DETAIL
D-4 NOTTOSCALE
VULCAN FOUNDARY-\
FRAME _
VULCAN CURB INLET > `�
SERIES V- 4302 -2
0
MOUNTABLE CURB COVER
3
d
„ n a
33"
r
6„ �6, 3 "R
1- BARRIER CURB
_ PLAN
PIPE O.D." 12" CONCRETE STRUCTURE
STRUCTURE
-8" (VULCAN V -9431)
MH STEPS REQ'D IF DEPTH
OF BASIN OVER 51-0"
! (ON 15" CENTERS)
i
+ SIZE REQ'D
21 /z- '
SECTION THRU BASIN INLET CONFIGURATION
11 STANDARD CURB INLET
D -a NOT TO SCALE
A) INSULATION ASTM C547; RIGID MOLDED, NONCOMBUSTIBLE, GLASS FIBER
1. 'K' VALVE: ASTM C335, 0.24 AT 75 DEGREES F.
2. MINIMUM SERVICE TEMPERATURE: -20 DEGREES F.
3. MAXIMUM SERVICE TEMPERATURE: 300 DEGREES F.
4. MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME.
B) VAPOR BARRIER JACKET
1. ASTM C921, WHITE KRAFT PAPER REINFORCED WITH GLASS FIBER YARN
AND BONDED TO ALUMINIZED FILM.
2. MOISTURE VAPOR TRANSMISSION: ASTM E96; 0.02 PERM INCHES.
3. SECURE WITH SELF SEALING LONGITUDINAL LAPS AND BUTT STRIPS.
4. SECURE WITH OUTWARD CLINCH EXPANDING STAPLES AND VAPOR BARRIER MASTIC.
C) ALUMINUM JACKET: ASTM B209
1. THICKNESS: 0.016 INCH SHEET.
2. FINISH: SMOOTH.
3. JOINING: :LONGITUDINAL SLIP JOINTS AND 2 INCH LAPS.
4. FITTING: 0.016 INCH THICK DIE SHAPED FITTING COVERS WITH FACTORY
ATTACHED PROTECTIVE LINER.
5. METAL JACKET BANDS: 3/8 INCH WIDE; 0.015 INCH THICK ALUMINUM.
D) INSTALLATION
1. FOR EXTERIOR PIPING, INSULATE FITTINGS, JOINTS AND VALVES WITH INSULATION
OF LIKE MATERIAL, THICKNESS AND FINISH AS ADJOINING PIPE. COVER WITH
ALUMINUM JACKET WITH SEAMS LOCATED ON BOTTOM SIDE OF HORIZONTAL PIPI NO
2. FOR PIPE SIZE UP TO AND INCLUDING 2" - PROVIDE 1 1/2" THICK INSULATION
3. FOR PIPE SIZE OVER 2" AND LARGER - PROVIDE 2" THICK INSULATION
4 TYPICAL PIPE INSULATION (EXTERIOR)
SD -4 NOT TO SCALE
NOTE'
PRECAST SLAB MAY BE
SUBSTITUTED FOR BRICKWORK
FRAME, GRATE, 6 HOOD
PER NCDOT STO.840.03
■- ey�
NOTE-'
Ck
INSTALL CAST IRON MANHOLE STEPS IN
ALL CATCH BASINS OVER 4' -0" IN DEPTH.
Z
MEASURE DEPTH FROM THE TOP OF THE
GUTTER TO INVERT OF CATCH BASIN,
y ,¢
TOP OF CURB
p
h 0
� 2
a
DRAWN BY:
0 ® I
�s
FnCHECKED
M= U'
w
COARSE
'
STONE
SLOPE OF GUTTE
11.
(UPPER SIDE 5' TO
(LOWER SIDE 21/z'
W
Q
5') AS DIRECTED
ENGINEER
<
5' -0"
OR V
TILE EACH Z
SIDE p
C')
SHEET 85 OF 157
w
IZ'LLET TOP ' /8"
Z
PIPE
p
3000;PSI COKGRETE
CROSS SECTION LONGITUDINAL
8 TYPICAL CURB INLET
D-4 NOT TO SCALE
z
z
a
z
z
w
C
w
6=
U
Q
Z
p
ED-
a
cds
C0 BE.,
,o
Lu
® p
LLI
cn
ULJ
Q
c
Ck
J
tL F
_ K„Pf "f
DESIGNED 8Y:
CUP
DRAWN BY:
0 ® I
PMD/EML
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M= U'
BY:
CAT
UJI M M I
clF P
0 U)
PROJECT NO.:
3104 -G
�®0DATE:
,,
AUGUST 2012
<00 SCALE;
0,
NO SCALE
_ L
U-
SHEET 85 OF 157

0
O NOTE: NO ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12"
iT
ai
4
a
`o
h
w
'V
a
i
C9
� O
�M
O
O �
Q g
Q'
� k
m
.c 40 O p
"
°a
1n
I
FLOWABLE FILL '_� i L
FULL TRENCH WIDTH
(SEE NOTE f) BASE OOURSE z°
PROPOSED.
PIPE VALVE BOX ° Qo
PIPELINE NTRACTOR:
TAMPED BACKFILL SHOULD NOT
m MIN IN OR VALVE w
12' MAX 12" MAX MAIN I _ 2, - ®" I J
-_- -- f
TAMPED BACKFILL -/ BLOCKING
�OFOSED _ _ �I IN
10' OR LESS
TEE OR CROSS-\ Y," ALL THREAD STEEL
ROD (CUT TO LENGTH)
`-1' -0" M.J. NIPPLE
WITH GLANDS 'MIN.)
CONCRETE BLOCKING
ROD REQUIREMENTS
BRANCH SIZE NO. OF RODS
4" 2
6" 2
8" 4
12" 4
16" 6
24" 6
GENERAL NOTES
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL
BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2.SEE STANDARD THRUST BLOCK
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL FITTINGS.
STANDARD VALVE RODDING
dC- TC "a,_
(PAVED AREAS)
CL PIPE �L PIPE
-�
1/2 OA. + 12" MAX
92" THICKNESS 9 -2,
H OR HIS BI TOMINOUS
z (UNPAVED AREAS)
(UNPAVED AREAS)
�\\
CONCRETE
CCNC. ENCASEMENT
ca AT 3000 P.S.I.
CONC. ENCASEMENT
AT 3000 P.S.I.
POLYETHYLENE SHEETS PRIOR
SURFACE IN
TYP. FINISHED GRADE
(PAVED AREAS)
,���\
PAVED AREAS r
IN UNPAVED AREAS
92" THICKNESS I -2, -
H OR HB BITUMINOUS
/�
ao
'
+
CONCRETE
6" PIPE 6"
s PARALLEL PIPES
= _
VALVE BOX
CONCRETE
BE
�.y . TRACER WIRE
COVER
FLOWABLE FILL '_� i L
FULL TRENCH WIDTH
(SEE NOTE f) BASE OOURSE z°
PROPOSED.
PIPE VALVE BOX ° Qo
PIPELINE NTRACTOR:
TAMPED BACKFILL SHOULD NOT
m MIN IN OR VALVE w
12' MAX 12" MAX MAIN I _ 2, - ®" I J
-_- -- f
TAMPED BACKFILL -/ BLOCKING
�OFOSED _ _ �I IN
10' OR LESS
TEE OR CROSS-\ Y," ALL THREAD STEEL
ROD (CUT TO LENGTH)
`-1' -0" M.J. NIPPLE
WITH GLANDS 'MIN.)
CONCRETE BLOCKING
ROD REQUIREMENTS
BRANCH SIZE NO. OF RODS
4" 2
6" 2
8" 4
12" 4
16" 6
24" 6
GENERAL NOTES
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL
BE COATED WITH 2 COATS OF BITUMINOUS BASE PAINT.
2.SEE STANDARD THRUST BLOCK
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF
MECHANICAL FITTINGS.
STANDARD VALVE RODDING
dC- TC "a,_
VALVE
VERTICAL CUT WITH
SHORING AND BRACING
OR 1:1 CUT SLOPE, IF
NECESSARY
TOTAL TRENCH WIDTH
CL PIPE �L PIPE
-�
1/2 OA. + 12" MAX
2' -0' MIN
6" LAYERS
EXISTING GRACE
�\\
COMPACTED
PF r.RAnF
PIPE BEDDING
POLYETHYLENE SHEETS PRIOR
TAMPED IN
z
12" LAYERS
NEW TAPPING
TO POURING CONCRETE BLOCKING
2 LIFTS REQ °Del
I
2.6 ' 1,0
SLEEVE
+
NOT EXCEED THE D.O.T. RIGHT -OF -WAY.
VALVE
VERTICAL CUT WITH
SHORING AND BRACING
OR 1:1 CUT SLOPE, IF
NECESSARY
UNDISTURBED SOIL -
(BENCH AREA)
NOTES:
1. SEE STANDARD PIPE BEDDING DETAIL FOR TYPICAL MATERIALS AND
COMPACTION OF PIPE BEDDING.
2, TRENCH BOX REQUIRED TO MAINTAIN THE PROPER BENCH AREA.
3. ANY DISTURBED SOIL WITHIN THE BENCH AREA SHALL BE RECOMPACTED TO
A MINIMUM 95% STANDARD PROCTOR.
4. ALL SEWER LINE CONSTRUCTION SHALL NOT EXCEED THE D.O.T.
RIGHT -OF -WAY.
PARALLEL PIPES IN COMMON TRENCH
SD -5 NOT TO SCALE
l.N.
1. D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
2. VALVE OPERATING NUT MUST BE EXTENDED SO _
THAT THE DEPTH IS NO GREATER THEN 5'FROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED
OUTSIDE OF PAVED AREAS.
z
STANDARD VALVE BOX INSTALLATION
L5/ NOT TO SCALE
FINAL BACKFILL
TAMPED IN
12" LAYERS
INITIAL BACKFILL
-
-�
TAMPED IN
9
6" LAYERS
COVERED WITH 10 MIL,
�\\
COMPACTED
PF r.RAnF
PIPE BEDDING
UNDISTURBED SOIL -
(BENCH AREA)
NOTES:
1. SEE STANDARD PIPE BEDDING DETAIL FOR TYPICAL MATERIALS AND
COMPACTION OF PIPE BEDDING.
2, TRENCH BOX REQUIRED TO MAINTAIN THE PROPER BENCH AREA.
3. ANY DISTURBED SOIL WITHIN THE BENCH AREA SHALL BE RECOMPACTED TO
A MINIMUM 95% STANDARD PROCTOR.
4. ALL SEWER LINE CONSTRUCTION SHALL NOT EXCEED THE D.O.T.
RIGHT -OF -WAY.
PARALLEL PIPES IN COMMON TRENCH
SD -5 NOT TO SCALE
l.N.
1. D.I.P. MAY BE USED FOR VALVE BOX EXTENSIONS.
2. VALVE OPERATING NUT MUST BE EXTENDED SO _
THAT THE DEPTH IS NO GREATER THEN 5'FROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED
OUTSIDE OF PAVED AREAS.
z
STANDARD VALVE BOX INSTALLATION
L5/ NOT TO SCALE
TOTAL TRENCH WIDTH
NOTES:
UNDISTURBED
EXIST MAIN 1,
ALL FITTINGS SHALL BE
TRENCH WALL
O.D. + 5' -0" MAX
COVERED WITH 10 MIL,
ISTING GRADE
���
TRENCH BOX REQUIRED TO MAINTAIN =_
j, �T'T
PIPE BEDDING
I - FINAL BACKFILL
POLYETHYLENE SHEETS PRIOR
TAMPED IN
z
12" LAYERS
NEW TAPPING
TO POURING CONCRETE BLOCKING
\ 1 __2 LIFTS REQ'D
f O.D. 24" MIN - - --
INITIAL BACKFILL
- -T - -1 6" LAEYERS
2.6 ' 1,0
SLEEVE
12"
NOT EXCEED THE D.O.T. RIGHT -OF -WAY.
1,0 0.5
s PARALLEL PIPES
NEW TAPPING
4 D -5 NOT TO SCALE•__®
CONCRETE
TRACER WIRE T
�.y . TRACER WIRE
VALVE 2.
ALL BACKFILL TO 2' -0" ABOVE
BLOCKING
l
12" l&• 92 �i ^:y; �\ !i.%
12" 12"
PIPE SHALL BE A MIN. OF 95%
Lumm
_
8
2.3
_3,4
4.5 1.7
STANDARD PROCTOR
1.2
2.4
0.8
3,
PVC PIPES SHALL BE
150
0p
l;
12
SUPPORTED EITHER SIDE OF
6.6
12.4
4.9
1.7
SADDLE LOCATION WTH
1.2
1.6.3.2
2.5
:_ L4
1.8
2.7
3.0
CONCRETE ENCASEMENT PRIOR
FINISH GRADE
c) 0)
ZZ.
16
4.3
TO INSTALLING SADDLE
3.2
PLAN
23
',_4.6
20
5.2
10.4
7,5
NEW TAPPING
PPING
2.
SLEEVE
aPIERZ
40
CONCRETE
WIDTH
®0,..
24
6.4
BLOCKING
4.7
9.5
CRUSHED
STONE
(SEE CHART
BEDDING
FOR SIZING)
RBED
150
WRAP PIPE WITH 4 ML
BOTTOM
8.0
ELEVATION
5,9
s
TAPPING SLEEVE AND
VALVE
SD°5
NOT TO SCALE
3.0
TOTAL TRENCH WIDTH
(BENCH AREA} �\�
rL PIPE
w, PIPE
O.D. + 4` -0" MIN 3' -0' MIN
VERTICAL CUT WITH
O.D. + 5' -0" MAX
SHORING AND BRACING
OR 1:1 CUT SLOPE
ISTING GRADE
���
TRENCH BOX REQUIRED TO MAINTAIN =_
j, �T'T
PIPE BEDDING
I - FINAL BACKFILL
j i j /
TAMPED IN
z
12" LAYERS
� v
I
\ 1 __2 LIFTS REQ'D
f O.D. 24" MIN - - --
INITIAL BACKFILL
- -T - -1 6" LAEYERS
.;� TYPICAL
COMPACTED
r
, "PIPE GRADE PIPE BEDDING
y
i
INITIAL BACKFILL
UNDISTURBED SOIL- /n/ _.2 LIFIREQD =. TAMPED IN
(BENCH AREA} �\�
6" LAYERS
NOTES: �r
FINAL GRADEZ PLANS AND SPECS
.. SEE STANDARD PIPE BEDDING DETAIL
F GRAVEL
SURFACE SURFACE
j FOR TYPICAL MATERIALS AND '
COMPACTION OF PIPE BEDDING. �� ��
} (
TYPICAL.
COMPACTED
���
TRENCH BOX REQUIRED TO MAINTAIN =_
j, �T'T
PIPE BEDDING
2_ <
THE PROPER BENCH AREA.'
j i j /
BACKFILL
PIPE GRADE
3 ANY DISTURBED SOIL WITHIN THE BENCH
L C
AREA SHALL BE RECOMPACTED TO A WIDTH
/� /i i.
MINIMUM 95% STANDARD PROCTOR. O.D. + 24" MIN
2.6 ' 1,0
ALL SEWER LINE CONSTRUCTION SHALL O.D. + 4B" MAX
4'
12"
NOT EXCEED THE D.O.T. RIGHT -OF -WAY.
1,0 0.5
s PARALLEL PIPES
IN TRENCH
4 D -5 NOT TO SCALE•__®
8
TRACER WIRE T
�.y . TRACER WIRE
SEED AND MULCH
PER EROSION
CONTROL AND
SEDIMENTATION
FINAL GRADEZ PLANS AND SPECS
i /Ai
F GRAVEL
SURFACE SURFACE
/Z
/CER
#57 OR #67 WASHED
STONE COMPACTED TO
90% STANDARD
V /
WIRE
SELECT COMPACTED
FINAL BACKFILL /�.
j i j /
BACKFILL
TAMPED IN
,i
L C
12" LAYERS _,T�
/� /i i.
-�%=; �UNDISTURSEO EARTH
!INITIAL BACKFILL
6" TO
LV PIPE BEDDING AND
TAMPED IN
6" LAYERS
_ TOP OF PIPE
HAUNCHINGo CLASS I
F GRAVEL
SURFACE SURFACE
GRAVEL THICKNESS,
WHICH EVER 4S
GREATER i
#57 OR #67 WASHED
STONE COMPACTED TO
90% STANDARD
V /
11 1/4' PLUG
SPRING L ➢NE /'C
: ` '' _
%V! PROCTOR DENSITY
PIPE GRADE
6" PIPE BEDDING
H
WIDTH
Q.D. + 24" MIN
O.D. + 48" MAX
NOTES:
1. TYPICAL FOR PIPE DEPTHS OF 0` TO 14'. FOR DEPTHS GREATER THEN 14'
PROVIDE CLASS I MATERIAL FOR ENTIRE PIPE EMBEDMENT ZONE AND COMPACT
TO 90 %. ALL TRENCHS 20' OR GREATER SHALL BE DUCTILE IRON PIPE.
2, FOR DEEP TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE
TAKEN FROM THE INSIDE FACE OF THE SHORING AND BRACING.
3. NO ROCKS OR BOULDERS 2" OR LARGER SHALL BE USED IN INITIAL BACKFILL.
4. SELECT BACKFILL MATERIAL SHALL BE USED IN ALL LOCATIONS WHERE
EXCAVATED MATERIAL IS DETERMINED, BY THE ENGINEER / CONSTRUCTON
OBSERVER, TO BE UNSUITABLE FOR BACKFILLING.
5. ALL TRENCHING AND EXCAVATION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE NORTH CAROLINA OCCUPATIONAL SAFETY AND (HEALTH
STANDARDS FOR THE CONSTRUCTION INDUSTRY MANUAL.
TYPICAL PIPE TRENCH
3 AND PIPE BEDDING
D-5/ NOT TO SCALE �®
MIN. 2" OR MATCH EX.
". CARRIER PIPE
ASPHALT THICKNESS
WHICHEVER IS GREAYER.
ROAD CROSSING DETAIL GRAVEL DRIVE REPAIR DETAIL
EXISTING SURFACE
MIN. 6" CABC OR
MATCH EXISTING
F GRAVEL
SURFACE SURFACE
GRAVEL THICKNESS,
WHICH EVER 4S
GREATER i
-COMPACTED ^ILL F p COMPACTED FILL
oi.
?'21,- TRACER WIRE "', L' TRACER WIRE
� CARRIER PIPE CARRIER PIPE
ASPHALT DRIVE REPAIR DETAIL CONCRETE DRIVE REPAIR DETAIL
NOTE:
ALL OPEN CUTS ALONG SOIL ROADWAYS SHALL BE BACKFILLED WITH APPROVED
SSUITAB E MATERIAL AND PROPERLY TAMPED IN ACCORDANCE WITH
s TYPICAL TRENCH SURFACE REPAIR
SD °5 NOT TO SCALE
NOTES: STANDARD THRUST BLOCKING
1.) THRUST BLOCKING SHALL BE USED AT BENDS, TEES, OR WHERE DIRECTED BY ENGINEER.
2.) CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL
BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE.
1) CONCRETE SHALL BE 3000 PSI MINIMUM.
4.) CONCRETE SHALL NOT ENCASE OR CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
WRAP PIPE WITH 4 ML POLYETHYLENE PLASTIC TO PREVENT BOND.
CONCRETE THRUST BLOCK SCHEDULE.
". CARRIER PIPE
CARRIER PIPE
ROAD CROSSING DETAIL GRAVEL DRIVE REPAIR DETAIL
BEND
MIN, 2" OR MATCH EX,
ASPHALT THICKNESS
MIN. 4" OR MATCH
z i
®
WHICHEVER IS GREATER.
EXISTING CONCRETE
11 1/4' PLUG
EXISTING SURFACE
THICKNESS PLUS ONE
INCH H CHEVER IS
L
H L
H
L C
8" CABC
14
1 3
2.6 ' 1,0
STONE BASE
12"
12"
1,0 0.5
1.5
o p COMPACTED FILL
a o COMPACTED FILL
8
TRACER WIRE T
�.y . TRACER WIRE
7
0.9 - 1.8
0.6
l
12" l&• 92 �i ^:y; �\ !i.%
12" 12"
� CARRIER PIPE CARRIER PIPE
ASPHALT DRIVE REPAIR DETAIL CONCRETE DRIVE REPAIR DETAIL
NOTE:
ALL OPEN CUTS ALONG SOIL ROADWAYS SHALL BE BACKFILLED WITH APPROVED
SSUITAB E MATERIAL AND PROPERLY TAMPED IN ACCORDANCE WITH
s TYPICAL TRENCH SURFACE REPAIR
SD °5 NOT TO SCALE
NOTES: STANDARD THRUST BLOCKING
1.) THRUST BLOCKING SHALL BE USED AT BENDS, TEES, OR WHERE DIRECTED BY ENGINEER.
2.) CONCRETE THRUST BLOCKS, ARCHES, ENCASEMENTS, FLOWABLE FILL, ETC. SHALL
BE FORMED USING PLYWOOD OR SANDBAGS TO PROVIDE REQ'D SHAPE.
1) CONCRETE SHALL BE 3000 PSI MINIMUM.
4.) CONCRETE SHALL NOT ENCASE OR CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
WRAP PIPE WITH 4 ML POLYETHYLENE PLASTIC TO PREVENT BOND.
CONCRETE THRUST BLOCK SCHEDULE.
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SIZE
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BEND
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DESIGN 1
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11 1/4' PLUG
H
L_ 1 H
L
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H
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2.0
0.7 1.4
0.5
1,0 0.5
1.5
150 j
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8
1.7
1 1.3
2.5
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0.6
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8
2.3
_3,4
4.5 1.7
3.3
1.2
2.4
0.8
1.7 1 1 1.0
2.5
150
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12
3.3
6.6
12.4
4.9
1.7
3.5
1.2
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2.7
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150
150
FINISH GRADE
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8.7
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TYPICAL CONCRETE
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12.9
4.7
9.5
3.4
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2,4
4.8
2.3
5.0
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WRAP PIPE WITH 4 ML
8.0
16.0
5,9
11.8
4.2
8.4
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7,0
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3,8_
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8.2
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11.7
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9.3
18.7 6.7
13.3-
4,7
9.5
4.5
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a BASED ON AVERAGE SOIL PASSIVE BEARING
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PROJEC' NO.:
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DATE.
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AUGUST 2012
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CLASS B
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ELEVATION
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c.
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ADJUSTABLE SADDLE
SCHEDULE A
ADJUSTABLE SADDLE (DIM IN INCHES)
PIPE SIZE
A
B
C
D
DIA x LG
3
2 1/2
7
1 1/2
5/8 x 5
4 -12
3
7 1/2
2 1/2
5/8 x 5
14-16
4
9
3
5/8 x 5
18 -20
6
11
3 1/2
3/4 x 6
24 -36
6
1 11
4
3/4 x 6
FILLER $
CONC BASE ®
-
f
u >
t 6' MIN
45" WYE AND 45°
BEND FOR VENT
m
#3 ®92° TIES L
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#5 OWLS 0 12°
#4 �I2" EF, TYP
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>
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CONC FLOOR
ioz
A A A A
MAX SEE NOTE
MAX =SEE NOTE
-_ _ -_- .,,\
DOWEL ADHESIVE
#5 DOWELS ®12" EF
DOWEL ADHESIVE
SEE NOTE
7 5
# DOWELS ®92"
\,4- DEEP SEAL 'P' TRAP
ROTATE HOOK 90" FROM SHOWN SO THAT
#5 DOWELS �E 2"
ALL AROUND, SEE NOTE ALL AROUND,
NOTE:
NOOK 95 PARALLEL TO PIPE, TYP.
SEE NOTE
INTERIOR FLOOR DRAIN AND CLEANOUTS TO HAVE
#5 BARS 012" EW 12 "+ 2xA
NOTE: DOWELS MAY BE CAST IN WITH 90" HOOK OR
NICKEL BRONZE TOPS. EXTERIOR FLOOR DRAINS AND
(BOTTOM MAT)
NOTES
NOTE: DOWELS MAY BE CAST IN WITH 90� HOOK OR
ANCHORED WITH DOWEL ADHESIVE CONTRACTORS OP710N.
CLEANGUTS TO HAVE LACQUERED CAST IRON TOPS.
"A °
ANCHORED DOWEL ADHESIVE AT CONTRACTORS OPTION.
WHERE FLOOR IS 8`° THICK OR LESS, USE #4 DOWELS EMBEDDED
S,
tt
DIMENSRON -4" FOR HEIGHT UP TO 6'-0"
` °A "-8" ° "
WHERE FLOOR kS 8" THICK OR LESS, USE #4 DOWELS EMBEDDED
FLOOR THICK
TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
DIMENSION FOR HEIGHT 6 -0" TO 92 -0"
TO WITHIN 2° OF BOTTOM OF FLOOR SLAB.
DO NOT USE FOR HEIGHT OVER 12° -0 ", SEE STRUCTURAL DWGS.
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12" SEE PLAN
TRANSPARENT STEM iYF TYP
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18"0 CAST IRON
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ALUMINUM SLIDE GATE,
SEE SPECS
SELF-CONTAINED
ALUMINUM FRAME
SEE PLAN
TOP OF WALL
EL 32.92
B rl 77
BOT SLAB
EL 21.25
co
A im�4
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A
SLIDE GATE
ALUMINUM FRAME
/91_00< OUT FOR GROUT
4 N 4
FLOOR SLAB
SECTION A-A
5 1/2-
4-
. DO
0
SLIDE GATE
ALUMINUM FRAME
BLOCK OUT FOR GROUT
CONCRETE WALL
RAIN CAP
RED POSITION INDICATOR
RING
CLEAR PLASTIC STEM
COVER
MYLAR SELF ADHESIVE
INDICATOR TAPE
18 "0 HAND WHEEL
SLIDE GATE OPERATOR
STAINLESS ESS STEEL
THREADED RISING STEM
DETAIL I
DETAIL - SLIDE GATE (CAST-IN-PLACE FRAME)
D -7 SCALE: 3/8' = V-13"
SPAN, S
DEPTH (MIN)
CONCRETE. ANI AND SPACING)
01-0. < S!;4°-T
1 1/2-
1/2'06 1/2" 018"
4°-O'< S!95'-O'
1 3/4-
5/8r0e a 18,
5- 0 " <S55 -6°
2'
S:96'-0r
2 1/4'
6'-0 "l S!96'-e
21/2°
ZlU$UUL.t UADIU LIN IOU rJY
1/8° CLEARANCE
AL GRATING ALL AROUND
EXTRUDED
X1RUDED
_
J 2, ALUMINUM
F
RAME
CONTINUOUS
r______ � AL _3X34/8 CDAT
316 SST CONCRETE ANCHOR ANCHOR STRAPS
SPAN, S I'x1/4-x6' 0 18'
(WELD TO FRAME)
MIN 2 EACH SIDE
AT WALL AT FLOOR
ALUMINUM GRATING
DETAIL - ALUMINUM GRATING
v..' NO SCALE
STEM DUDE SPACING SHALL BE PER
MUD VALVE MM REW ENDATON
MOTH O GUIDE WTHIN. 24 INCHES
OF TOW. A MINIMUM DF wo
GLADES PER INSTA"MON.
FILL T A
W/GROUT AFTER S
VALVE TO FLANGE
CAST IN WALL PIPE (FL.-E) — d
42 DETAIL - MUD VALVE
L-7 NO SCALE
TOP
SLA13
STEM GUIDE
AS RECD —
SEE DETAIL
1/SO-5 FOR
TYPICAL SELF
CONTAINED
FRAME AND
OPERATOR
TOP BRACE
ANGLE
L
ADDT'L BRACE
AS RECD
EL 5.00
—SEE DETAIL 1
-ENCLOSED BEARING PADS
------ACME THREADED ROD BOTTOM
(SHOWN IN CLOSED
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P�PE
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2E
9/16"0 HOLES pur
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T
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7=-J-
4-
NOTE:
ALL GATE FRAME, BRACE RODS AND
HARDWARE SHALL BE TYPE 316
I-- -SEE PLAN -{ BOTTOM ANGLE SECTION 8-5 STAINLESS STEEL UNO
ELEVATION_
2 DETAIL - SLIDE GATE - (SURFACE MOUNT Ea6MEJ_
D-7 SCALE: 3/3' = V-O'
EXTRUDED ALUM ADAPTER
(USED ONLY WITH ALUM
BASE FLANGE)
EXTRUDED ALUM
TDEBOARD 1 1/2' ALUM STEEL
PIPE POST
1 1/2" ALUM STEEL 1 1/2'x1/Er ALUM
PIPE POST CLAMP
ALUM STEEL CAST ALUM
BASE FLANGE BASE FLANGE
4-1/2-0 SET BOLTS 4-112'0 SST EXP
ANCHORS (MIN 3'
EMBEDMENT)
3/8-0 SST
SET SCREWS
SURFACE MOUNTED
TO METAL SURFACE MOUNTED
TO CONCRETE
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DATE:
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SCALE AS SHOWN
SHEET 88 OF 157
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ELEVATION_
2 DETAIL - SLIDE GATE - (SURFACE MOUNT Ea6MEJ_
D-7 SCALE: 3/3' = V-O'
EXTRUDED ALUM ADAPTER
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EXTRUDED ALUM
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PROJECT NO..
3104-G
DATE:
AUGUST 2012
SCALE AS SHOWN
SHEET 88 OF 157
SD-7_