20160144 Ver 1_More Info Received_20160218

Strickland, Bev
From: Clinton Shoaf <[e-mail]>
Sent: Thursday, February 18, 2016 9:25 AM
To: Strickland, Bev
Cc: Rick Blat
Subject: RE: DWR# 20160144 - Shamrock St Culvert Replacement
Attachments: Shamrock - Culvert Replacement Drawings.pdf
Clint Shoaf, PE
City of Concord — Project Engineer
Engineering Department
From: Sue Hyde
Sent: Wednesday, February 17, 2016 3:57 PM
To: Clinton Shoaf
Cc: Rick Blat
Subject: FW: DWR# 20160144 - Shamrock St Culvert Replacement
From: Brian Hiatt
Sent: Wednesday, February 17, 2016 3:38 PM
To: Sue Hyde; Christie Putnam
Subject: FW: DWR# 20160144 - Shamrock St Culvert Replacement
W. Brian Hiatt
Concord Cit Manag]
1

From: Strickland, Bev [i a.i.Ito:.Ibev.stri_ddan.rd.@«1aCr�.._ lnlE ov]
Sent: Wednesday, February 17, 2016 3:34 PM
To: Brian Hiatt
Subject: DWR# 20160144 - Shamrock St Culvert Replacement
Good Afternoon,
Can you please send me a pdf of the site plans for the above mentioned project?
Below is a link to the 401 project file listed above.
b11p: e ..deq:nc:�cav/ aterl�escaur�es��1/kcal/33�28�/�ra �:as x
Beverly Strickland
L aseirfiche Administrator
Division of Water Resources
Department of Environmental Quality
919-707-8789 Office
Physical: Suite 1219G, 512 N Salisbury, Raleigh, NC 27604
Mailing: Mail Service Center 1617, Raleigh, NC 27699-1617
Bev:Stri_ckland. i7cd C?_r.:.gr?v
Email ail correspondence to and from this ack1ress is , r bled to the
North G amfn a Public blic Re cords Law and mmr;r}r be c.lisc/r sed to third partre, .
Pursuant to North Carolina General Statutes Chapter 132, Public Records,this electronic mail message and any
attachments hereto, as well as any electronic mail message(s) that may be sent in response to it may be
considered public record and as such are subject to request and review by anyone at any time.

CONSTRUCTION SEQUENCE
1. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED
TO BE DISPLAYED ON—SITE ARE AVAILABLE.
2. CONTRACTOR SHALL HOLD PRE—CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL
START OF CONSTRUCTION.
3. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72
HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE—CONSTRUCTION MEETING.
4. CONTRACTOR SHALL MAINTAIN TRAFFIC AND SAFETY CONTROL MEASURES AT ALL TIMES ON THE PROJECT. (SEE
TRAFFIC CONTROL.)
5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES (IF ANY) AT EACH POINT OF ACCESS TO
STORAGE AND CONSTRUCTION AREAS.
6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS AND BEFORE
STARTING WORK.
7. CONTRACTOR SHALL CLEAR RIGHT—OF—WAY IF NECESSARY.
8. STOCKPILE RIP—RAP ON SITE AND INSTALL ALL OTHER EROSION CONTROL MEASURES WHERE THE WORK IS
OCCURRING. THE CONTRACTOR SHALL NOT INSTALL EROSION CONTROL MEASURES IN AREAS WHERE THE WORK WILL
NOT OCCUR FOR SOME TIME. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE CITY/PROJECT
ENGINEER OR UPON RECOMMENDATION OF NC DENR PERSONNEL AS CONDITIONS WARRANT.
9. STABILIZATION FOR THIS PROJECT SHALL COMPLY WITH THE TIME FRAME GUIDELINES AS SPECIFIED BY THE
NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 ISSUED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY.
10. CONTRACTOR SHALL COORDINATE ALL BLOW—OFFS AND TESTING WITH THE CITY ENGINEERING DEPARTMENT'S
CONSTRUCTION ADMINISTRATOR AT LEAST 24 HOURS IN ADVANCE OF SUCH WORK. NOTIFY THE RESPONSE AREA
FIRE DEPARTMENT IF EXISTING SYSTEM VALVES NEED TO BE SHUT OFF IN THE COURSE OF THE WORK.
11. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NC DENR—DLR, ALL EROSION CONTROL
DEVICES EXCEPT FOR CREEK/STREAM BANK STABILIZATION SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER. EACH SECTION SHALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER INSTALLATION OF
PIPE, STRUCTURE, OR ACCESS.
12. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED WITH THE APPROVAL OF NC DENR—DLR.
13. CONTRACTOR SHALL REFERENCE SPECIAL CONDITIONS FOR JOB SEQUENCE AND OTHER DIRECTIONS, IF ANY.
CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITY WITH THE CITY ENGINEERING DEPARTMENT.
GENERAL NOTES
1. ALL MATERIALS, EQUIPMENT, LABOR, AND WORKMANSHIP IS TO BE IN ACCORDANCE WITH AND SUBJECT TO THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S (WSACC) STANDARD SPECIFICATIONS; THE CITY OF
CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS, AND NCDOT STANDARD SPECIFICATIONS, AND
THE NORTH CAROLINA ADMINISTRATIVE CODE FOR WASTEWATER COLLECTION AND WATER DISTRIBUTION SYSTEMS. IN
THE EVENT OF CONFLICT BETWEEN THE WATER AND SEWER AUTHORITY OF CABARRUS COUNTY'S STANDARD
SPECIFICATION; THE CITY OF CONCORD'S ORDINANCES, POLICIES, AND STANDARD SPECIFICATIONS,AND NCDOT
STANDARD SPECIFICATIONS, OR THE NORTH CAROLINA ADMINISTRATIVE CODE, THE MORE RESTRICTIVE REQUIREMENTS
SHALL APPLY.
2. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL CONFORM TO THE LATEST STANDARDS OF THE N.C.
SEDIMENTATION POLLUTION CONTROL ACT AND APPLICABLE LOCAL AND FEDERAL REQUIREMENTS.
3. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION ADMINISTRATOR OF THE CITY OF CONCORD ENGINEERING
DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING WORT{.
4. INDIVIDUAL WATER, GAS, SEWER, TELEPHONE, AND CABLE SERVICES MAY OR MAY NOT BE SHOWN ON THE
PLANS. CONTRACTOR TO CONTACT APPROPRIATE AGENCY FOR FIELD LOCATIONS.
5. CITY OF CONCORD ELECTRIC, WATER, AND SEWER DEPARTMENT PERSONNEL WILL ASSIST THE CONTRACTOR IN
LOCATING ALL CITY OF CONCORD UTILITY SERVICES AND LINES.
6. IF MAILBOX PULL—OFF AREAS ARE DISTURBED, CRUSHED STONE STABILIZER SHALL BE PLACED WITH SUFFICIENT
LENGTH TO ACCOMMODATE VEHICULAR TRAFFIC. THESE AREAS SHALL BE MAINTAINED FOR THE ONE—YEAR
WARRANTY PERIOD. THE COST OF THESE ITEMS SHALL BE INCLUDED IN THE COST OF LAYING PIPE.
7. THIS PROJECT IS SUBJECT TO 100 YEAR FLOOD PER FIRM MAP 3710562100J, NOVEMBER 5, 2008.
S. FIRE HYDRANT EXTENSIONS, IF NEEDED, SHALL BE INCLUDED IN THE COST OF THE HYDRANT INSTALLATION.
9. GATE OR BUTTERFLY VALVES, BLOW—OFFS, AND FIRE HYDRANTS MAY BE FIELD ADJUSTED 50 FEET IN EITHER
DIRECTION WITH THE PERMISSION OF THE ENGINEERING AND WATER RESOURCES DEPARTMENTS.
RIGHT—OF—WAY NOTES
1. RIGHT—OF—WAY LINES AND PROPERTY LINES ARE SHOWN ON THE DESIGN DRAWINGS AND ARE FOR
REFERENCE ONLY. FOR EXACT LOCATIONS REFER TO THE SURVEY PLATS BY THE CITY OF CONCORD'S
CONSULTING REGISTERED LAND SURVEYOR OR BY THE CITY SURVEYOR.
2. REFER TO STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION FOR FURTHER DETAILS
CONCERNING THE RIGHT—OF—WAY.
TRAFFIC CONTROL
1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR WORK ZONE TRAFFIC SAFETY AND CONTROL.
2. ALL WORK ZONE TRAFFIC CONTROL DEVICES AND OPERATIONS USED ON STREET AND HIGHWAY CONSTRUCTION,
MAINTENANCE, UTILITY OR INCIDENT MANAGEMENT SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS IN THE
LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD).
3. ALL TRAFFIC/SAFETY CONTROL DEVICES SHALL BE IN GOOD REPAIR AND SHALL BE POSITIONED AT ALL TIMES IN
THE APPROPRIATE LOCATIONS FOR THE WORK OPERATION. THE CONTRACTOR SHALL CAREFULLY MONITOR SITE
CONDITIONS SUCH AS LIGHT, WEATHER, TRAFFIC VOLUME, ETC. TO ENSURE THAT ALL TRAFFIC/SAFETY CONTROL
MEASURES ARE OPERATING EFFECTIVELY.
UTILITY NOTE
THERE WILL BE A MINIMUM 10—FOOT HORIZONTAL SEPARATION BETWEEN THE SEWER LINE AND THE WATER MAIN.
WHEN THE 10—FOOT MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, AND WHEN THE WATER MAIN IS
ABOVE THE SEWER, BUT WITH LESS THAN 24 INCHES OF CLEARANCE, OR WHEN THE SEWER IS ABOVE THE WATER
MAIN, BOTH THE WATER MAIN AND THE SEWER UNE SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT RIGHT ANGLES TO
THE SEWER, OF 10 FEET ON EACH SIDE OF THE CROSSING. (SEE DETAIL BELOW)
111= I -1=M= 1 I f� 11=1 11 111=1 11=1 I"
WATER MAIN OR -
SANITARY SEWER
1010101
24" MIN.
111=11I=111=1IPEI I1 —111=1I1='II
STORM SEWER
WATER MAIN OR-
SANITARY
R-
SANITARY SEWER
24" MIN.
CONCORD, NORTH CAROLINA
SHAMROCK ST
CULVERT REPLACEMENT
PROJECT #:2015-008
VICINITY MAP
SCALE: N.T.S.
NARRATIVE DESCRIPTION
THIS PROJECT CONSISTS OF THE INSTALLATION OF A 58' LONG, 9'x6' CONCRETE BOX CULVERT TO REPLACE EXISTING 36"
CMP. THIS PROJECT ALSO CONSISTS OF THE INSTALLATION OF APPROXIMATELY 58f LINEAR FEET OF 10" GRAVITY SEWER AND
APPROXIMATELY 88t LINEAR FEET OF 8" DI WATER MAIN ALONG WITH APPURTENANCES AND OTHER ASSOCIATED PROJECT
WORK, FOR THE PURPOSE OF REPLACING THE FAILING CULVERT ON SHAMROCK ST.
THE PROJECTED AMOUNT OF GROUND DISTURBANCE IS 0,25 t ACRES.
WORK SHALL PROCEED IN SUCH A MANNER SO AS TO LIMIT THE AMOUNT OF GROUND DISTURBANCE BY HAVING ONLY ONE
SECTION OF THE DITCH OPEN AT A TIME THEREBY REDUCING THE POTENTIAL FOR LARGE QUANTITIES OF SEDIMENT TO BE
TRANSPORTED OFF SITE.
SEEDING OF DENUDED AREAS SHALL BE DONE AS SOON AS POSSIBLE„ BUT IN NO CASE LONGER THAN 10 DAYS AND IN
ACCORDANCE WITH THE SPECIFICATIONS GIVEN IN THE PLANS. REMOVAL OF ALL SEDIMENTATION AND EROSION CONTROL
DEVICES SHALL ONLY BE DONE AFTER APPROVAL HAS BEEN COORDINATED WITH THE DEPARTMENT OF ENVIRONMENTAL
HEALTH AND NATURAL RESOURCES, THE CITY OF CONCORD, AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
LOCATION AND PROTECTION OF ALL UTILITIES IN THE WORK AREA SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR
(SEE "PROTECTION OF EXISTING UTILITIES") PLEASE NOTICE THAT THIS PROJECT CROSSES SEVERAL UNDERGROUND UTILITIES
ALONG THE ROUTE OF WORK. MINIMUM SEPARATIONS BETWEEN THE NEW SEWER LINES AND THESE UTILITIES SHALL BE HELD
AT ALL TIMES. IN THE EVENT OF AN UNFORESEEN CONFLICT, THE CONTRACTOR SHALL NOTIFY THE CITY OF CONCORD
ENGINEERING DEPARTMENT IMMEDIATELY. ALL TRAFFIC CONTROL AND SAFETY SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH THE LATEST REVISION OF PART IV OF THE M.U.T.C.D.,
NCDOT, OSHA AND ALL OTHER LOCAL, STATE AND FEDERAL REGULATIONS.
COMPLETION OF THIS PROJECT IS ANTICIPATED TO TAKE 60 DAYS AFTER NOTICE BY THE CITY OF CONCORD TO PROCEED.
FINAL COMPLETION AND ACCEPTANCE OF THE WORK IS ANTICIPATED TO BE SUMMER 2016.
7CO
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13CONC. MON.
I MB
LEGEND
PROPOSED SEWER LINE, MANHOLE & CLEAN—OUT
PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER VALVE
PROPOSED BLOW—OFF
SEDIMENT FENCING
DA—GLO ORANGE PERSONNEL FENCING
PROPOSED ENCASEMENT
EXISTING SEWER AND MANHOLE
EXISTING SEWER FORCE MAIN
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING TELEPHONE (OVERHEAD OR UNDERGROUND)
EXISTING ELECTRIC (OVERHEAD OR UNDERGROUND)
PROPERTY LINE AND IRON PIN
TEMPORARY CONSTRUCTION EASEMENT
RIGHT OF WAY/PERMANENT EASEMENT
WATERWAY/DITCH LINE
EXISTING BARBED WIRE FENCE
EXISTING WOVEN WIRE FENCE
EXISTING CHAIN LINK FENCE
TREE/WOODS LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING WELL
EXISTING TELEPHONE/POWER RISER
EXISTING LIGHT POLE
EXISTING POWER POLE/GUY WIRE
EXISTING STREET OR LOCATION SIGN
EXISTING CONCRETE R/W MONUMENT
BENCHMARK/TEMPORARY BENCHMARK
EXISTING RCP OR CMP
EXISTING MAILBOX
DRAWING INDEX
SHEET
1
PROJECT NARRATIVE, NOTES, LEGEND, SITE MAP
SHEET
2
EXISTING CONDITIONS
SHEET
3
DEMOLITION PLAN
SHEET
4
CULVERT & STREAM PLAN & PROFILE
SHEET
5
SANITARY SEWER PLAN & PROFILE
SHEET
6
WATER MAIN PLAN & PROFILE
SHEET
7
STANDARD CULVERT DETAILS
SHEET
8
STANDARD STEP POOL DETAILS
SHEET
9
STANDARD PUMP AROUND STREAM DETAIL
SHEET
10
STANDARD STORM SEWER DETAILS
SHEET
11
STANDARD SANITARY SEWER DETAILS
SHEET
12
STANDARD WATER DETAILS
SHEET
13
STANDARD EROSION CONTROL DETAILS
SHEET
14
TRAFFIC CONTROL PLAN

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SEE SHT. 14 FOR CLOSURE
PLAN
N/A
JAMES K. MARSHALL & wife MARGARET D
PIN: 5521-90-2773
DB. 2349, PG. 119
CONTRACTOR TO REMOVE
EX. CONC. HEADWALL AND
WING WALLS.
TEMPORARY SEDIMENT FENCE
AND STONE OUTLET WITH HARDCLOTH
IN ACCORDANCE W/ NCDOT STANDARD
DRAWING 1605.01 AND 1606.04
SEE SHT. 13 FOR EROSION CONTROL Dk;AILS
SUTH
N/A
SID'S RENTALS 1
LLC. A NC. LL
PIN: 5621-90-�
DB. 9199, PG.
1 LVVV f
P'LAIN'-PER FEMA �� I
MAP 3710562100)
DATED 11/05/2008. I 051 I ,�
EX. CONIC.+ DRIVE I
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1
1
SS ',— SS SS SS
TBM:
MAG, AKA 121
ELEV. 607.85
1 R©BER
5
1
4
PLAN
SCALE: 1" = 20'
— SS SS SS SS SS
N/A
ICHAEL DEROSA & wif SUSAN L. DEROS
PIN: 5621-90-59 5 1
DB. 2185, PG. 11
EX. Bt�c 1
YIN: 5b21-90-5755
DB. 9085, PG. 153
EXISTING 35" CMP PIPE
N/A
SARAH HAGOPIAN
PIN: 5521-90-5657
DB. 9172, PG. 120
TYPE III NCDOT 1145.01
SEE SHT. 14 FOR CLOSURE
PLAN
CUT ROADWAY AND
REPLACE ACCORDING TO
CITY OF CONCORD AND
NCDOT STANDARDS. SEE
SHEET 10 FOR TYPICAL
ROADWAYS CROSS
SECTION
TRAFFIC CONTROL NOTES
I. THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL AS
DESCRIBED HEREIN UNLESS THE CONTRACTOR SUBMITS AN
ALTERNATE TRAFFIC CONTROL PLAN TO THE CITY OF CONCORD
ENGINEER OF THEIR DESIGNEE MAY DIRECT THE CONTRACTOR TO
MODIFY TRAFFIC CONTROL IF, IN THE ENGINEER'S OPINION, TRAFFIC
IS NOT MOVING SAFELY OR EFFICIENTLY.
2. THE CONTRACTOR WILL BE REQUIRED TO MAINTAIN INGRESS AND
EGRESS TO ALL BUSINESSES AND DWELLINGS, AND EASY ACCESS TO
FIRE HYDRANTS.
ALL EXISTING SERVICE CONNECTION
TO REMAIN IN SERVICE AND TO BE
PROTECTED DURING CONSTRUCTION.
CONTRACTOR SHALL LOCATE AND
MAKE PROVISIONS IN ACCORDANCE
WITH THE CITY OF CONCORD FOR
PROTECTION.
TEMPORARY SEDIMENT FENCE
AND STONE OUTLET WITH
HARDCLOTH
IN ACCORDANCE WI NCDOT
STANDARD
DRAWING 1605.01 AND 1606.01
SEE SHT. 13 FOR EROSION
CONTROL DETAILS
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIEI_U
LOCATIONS OF ALL WATER. SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT DRAWINGS
IS NOT TO BE CONSIDERED AS THE NONEXISTENCE DF OR A DEFINITE LOCATION OF
EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK.
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY_
COMPANY NAME OFFICE AFTER HOURS FMERCFNCY
Amtrak N/A I.8WMI.0008
AT&T 1.678 627.t).535 I.3W.252.1133
Cobarrus County Emergency Mgmt 704-920,2143 704.92030DD
Carolina Water - Utilities Inc. (Zemoso Acres)_ 704.525.7990-704,525.7990
760.525.7990
Cily a[ Concord Electric Systems 704.920-5315 744.920.5555
City of Concord Emergency Mgmt 704,920.5528. 704.920.5555
Colonial Pipeline COrnpany 704.392.8610 704.332.8610
CSX Re lraod N/A 1.800,232.0144
Duke FnergY- 1.800,769.3766_ 1.800.769.3766
NC DepL of Transportation 704.982.0104 70,L986.37WStaelyC©Comm
NC One Call Center Area Rep 1.336.855.5760 1.8".632,4949
Norfolk Southern Railway-- N/A _1.800.413.2530
North Carolina Railroad Campony 919.954.7607— NIA
Piedmont Natural 'Cas (aka NCNGL 704.364,3120_ _ 1.800.752.7504
Plantation Pipeline N/A. _ I,80o.510.567R
PSNC Energy Concord 704.123.4314_ 1.877.776.2427
Sprint F.mbarq N/A 1.888.723.8010
Time Warner Cable Concord 704.378.2856—. X704.378.2626 Option 5, 2.. 1
Union Power N/A _1.8".922.6840
UtihQuest Localor Concord 744.864.8333,_ I.8W.632.4949 N C One Call
Water & Sewer Authority of Cobarrus Co. 704.786.1783 704.78&4164RRWWTP
Wi nd st r eam 744.722.2400.: 1.8W.8W.6609
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA ONE CALI
(FORMERLY ULOCO)
NORTH CAROLINA ONE CALL 1-840-632-4849
T©RT1T CA ROLIN A
High Performance Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
t,44545111tr1II
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SEAL
T n ' 17577 4�
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Engineer's Seal
Surveyor's Seal
DESIGNED BY: CMS
DRAWN BY: BCC
CHECKED BY: EAB
SCALE: AS SHOWN
DATE: 12/18/15
PROJECT NUMBER: 2015-008
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PROPOSED CUL VEr;' T AND STREAM PROFILE
—0+50 17+00 0+50 1+00 1+50 2+00 2+50 3+00
PROFILE
SCALE: HORZ: 1" = 20'
N/A VERT: 1" = 2'
JAMES K. MARSHALL & wife MARGARET D. MARSHALL
`Ss PN: 5621-90-2773
DB. 2349, PG. 119 0" ND
—' --- !11
awo
PROPOSED CONIC. DROP INLET
STA:0+00.00 /
��� ������..� ``'� 41
.../ RIM:605.00 /
N/A ` ss SEE SHEET 10 , / �/ ,n 11 r•
f -.,\ SUTHERLAND'S RENTALS 115 SHAMROCK SS 41aim f
LLC. ANC. LLC. -SS EX 8" DIP
PIN: 5621-90-36.23 ----TO BE REMOVED 11
DB. 9199,/ o h / 11
SS
-�__
EX 36°' CMP CULVERT 01.65%
TO 13E REMOVED
� 1 -----fix ()05 _-
1Y
f �'o
CONTRACTOR TO
PROTECT POWER POLE / 1 7-7
DURING CONSTRUCTION
TBM:
TP -JAIL
ELEV. 607.33
PROPOSED F.E.
INV OUT ELEV:
W/STONE OUTI
ft'p SEE SHEET 10
• 9$ �x2s 59 � ; ;12
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U.r
EX 36'° CMP � r b\3'
ILS �da
f
PROPOSED 9'x6' CONC. BOX CULVERT 1
L=58.00'
1 0�
11 a� s
G
1 54 •��f G \ C�
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1 i t
C,0 �\
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PROPOSED 77' OF\�
8" DI WATER PIPE. \
SEE SHT. 6 \\
\
N/A
SARAH HAGOPIAN \\�`
PIN: 5621-90-5557
DB. 9172, PG. 120
JUSTINf BRUCE
PIN: 5621-90-5755
DB. 9085, PG. 153
PLAN
SCALE: 1 " = 20'
DB. 9782, PG. 99
PROPOSED 15—INCH R. C.P. STORM SEWER PROFILE
�
W
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Line #
Length
©
Ll
19.59'
I
a I�
1.2
© R,
p I �
7-3
13.18'
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7-5
15.50'
N7' 28' 43`E
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N35` 56' 38'E
Lli
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CAUTION!
1=4 IR Q
_---
-------------
EX. 4" NATURAL
/r
EXISTING GRouND O d
I t
GAS LINE (APPROX. LOCATION
{f
Iii, cl-n ,�
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CONTRACTOR TO LOCATE
�'
N51' 29' QO'E
BEFORE CONSTRUCTION STARTS.
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,CTO - TO MAINTAIN 2'
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OF CLEARANCE FROM
I
16 UTILITIES PER CITY
OF CONCORD SPECS.
PROPOSED 53.80' of 15" RCV @ 0.7
—0-50 0+00
00 YEAR FLOOD PLAIN P
3710562100) DATED 14
EX 8'° DIP
TO BE REMOVED
PROP. CL
LINE
OF STREAM
TABLE
Line #
Length
Direction
Ll
19.59'
H11' 25' 27"E
1.2
21.66•
N9' 01' 53"E
7-3
13.18'
145' 51' 63'E
L4
21.08'
NS' 28' 40'E
7-5
15.50'
N7' 28' 43`E
L6
16.22'
N5' 58' 29%
L7
3.66'
N35` 56' 38'E
Lli
63.06'
N42' 49' 57'E
L9
13.76'
N29' 22' 20'E
L10
13xs
N11' 56' 5B'E
Lill
7.72'
N22' 29' 48'E
L12
8.44'
N51' 29' QO'E
PROP, CL OF STREAM
CURVE TABLE
Curve # Radius Length Chard Direction
C1 16.60' 5.23' N20' 57' 34-E
C2 26.00' 6.08" 14710-3V 39'E
1
PLAN
1 l
} INV OUT
I t STA. 0+53.80
t ti ELEV: 599.5
I
I t
i PROPOSED GRADE
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SAN. SEWER PIPE.101.50' of 10'° PVC 0 O.30%
TO BE INSTALLED BY THE
CIT OF CONCORD PRIOR TO CONSTRUCT(
0+50 1+OD
PROFILE
SCALE: HORZ: 1" = 20'
VERT: 1" = 2'
SCALE: 1 " = 20'
PROPOSED 9'x6' CONC. BOX
L=58.00'
IM 1 1 , ', I IF
PROTECTION OF EXISTING UTILITIES
THE CONTRACTORSHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON TILE CONTRACT DRAWINGS
IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINITE LOCATION OF
EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK.
THE FOLLOWING LISTING OF UTlt.lfY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND DR OVERREAD UTILITIES IN THE CONTRACT VICINITY.
COMPANY NAME OFFICE Al 1! Iz I I'i 1R`- FMERGENCY
Amtrak N/A 1.800331.0008
AT&T 1.678.621.5335_ 1.800.252.1133
Cabarrus County Emergency Mgml 704-920,2143 704.9203000
City of Concord Water Dept- 704.9M5555 NIA
City of Concord Electric Systems ' 704 920.5315 704.9206555
City of Concord Emergency Mgmt 70^9.920.5528 _ 704.9205455
Colonial Pipeline Company 704.392 8610 704,342.8610
CSX Railroad N/A i 1.$00,132.0144
Duke Energy 1.500.769.3766 1.800,7693766
INC Dept. of Transportation 704.982.0104 704.986.3700$teniyCoComm
INC One Call Center Area Rep 1.336-855-5760 1.800.632.4949
Norfolk Southern Railway N/A __1.800.453.2530
North Corolino Railroad Company 919.954.7601 NIA
Piedmont Natural Gas (oko NC NG) 704.364.3120 1.800.757-7504
Plantation Pipeline N/A 1.800.5105678
PSNC Energy Concord 704.723.4310 _1.877.776.2427
Sprint €mborq N/A 1.888.723.8010
Time Warner Coble Concord 704.376-2856 704,378.2626OpEion5,2,1
Union Power N/A 1.800.922.6840
Utili4uest Locator Concord 704.864.8333 T.800.632.4949NCOne Call
Water & Sewer Authority of Cobarrus Co. 704.786.1783 704.788.4164 RRW'W7'P
Windstreom 704.722.2000 1.800.800,6604
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUEISCRIBE TO CAROLINA JNI- CA.I.I
(FORMERLY ULOCO)
NORTH CAROLINA ONE CALL 1-800-632-4949
TTNOTlT Ch8C7L1h1;1
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DETAIL SHT. 12
PROP.
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W
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DETAIL SHEET 12
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STA:1+10
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SCALE: 1" = 20'
1
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1-8" GATE VALVE
-T STA:I+70
PROP.
1-8" 450 HORZ BEND
STA:1+62
PROP.
1-8" 450 HORZ BEND
STA: 1+68
I
R[M ELEV:607.13 /
1
1 D
6"
NOTE:
1. ALL PROPOSED WATER MAIN TO HAVE
RESTRAINED .POINTS.
2. PROPOSED WATER LINE LENGTH IS
APPROXIMATE, ACTUAL LENGTH AND
LOCATION TO BE DETERMINED IN THE FIELD.
PROTECTION OF EXISTING UTILITIES
THE CONTRACTOR SHALL CONTACT THE APPROPRIATE AGENCY FOR THE EXACT FIELD
LOCATIONS OF ALL WATER, SEWER, ELECTRIC, TELEPHONE, TELEVISION AND ANY OTHER
UNDERGROUND AND OVERHEAD UTILITY BEFORE STARTING CONSTRUCTION. THE
OMISSION FROM OR THE INCLUSION OF UTILITY LOCATIONS ON THE CONTRACT DRAWINGS
IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF OR A DEFINiIF LOCATION OF
EXISTING UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CON'rI?ACTOR TO VERIFY
THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE OF
WORK,
THE FOLLOWING LISTING OF UTILITY COMPANIES (WHICH MAY OR MAY NOT BE COMPLETE)
MAY HAVE EXISTING UNDERGROUND OR OVERHEAD UTILITIES IN THE CONTRACT VICINITY.
COMPANY NAME OFFICE Ar II R I-10 ORS EMERGENCY
Amtrak N/A 1.800.331.0808
AT&T 1.678.527.5335. 1.8011.252.1133
Caborrus County Emergency Mgml 704.920.2143— 704.920.3000
Carolina Water - Utilities Inc. (Zemosa Acres)_ 704.525.7990 704.525.7990
City of Concord Electric Systems 704.920.5315—_704.920-5555
City of Concord Emergency Mgrnt 704.920.552$_ 704.920.5555
Colonial Pipeline Company 704.392.8610— 704.392.8610
CSX Railroad N/A 1.800.232.0144
Duke Energy 1.800-764.37661.800.769.3766
NC Dept. of Transportation 704.982.0104 704.98N37005tanlyCaCamm
NC One Call Center Area Rep 1.3313.855.5760 1.800.632.4949
Norfolk Southern Railway /A 1.800.453.3530
North Carolina Railroad Company 919.9543601! NIA
Piedmont Natural Gas (oka MCNG) 704.3641 3120— . _1.800.752.7504
Plantation Pipeline N/A 1.800.510.5678
PSNC Energy Concord 704.723.4310 1.877.776.2427
Sprint Embar4 N/A. 1.888.723.8010
Time Warner Cable Concord 704,378.285670437&2626 Option 5,2,1
Union Power N/A 1.800,9,22.6&40
U1iliQuest Locator Concord 704_$64.8333 ,1.800.632.4949 NC One Call
Water & Sewer Authority of Coborrus Co- 704.786.1783 704.78&4164RRVVWTP
%ndstream 704.722.2000I.800.800."W
NOTE: SOME OF THE ABOVE COMPANIES DO NOT SUBSCRIBE TO CAROLINA rn:= l;Al I
(FORMERLY ULOCO)
NORTH CAROLINA ONE CALL 1-800-632-4949
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High PertbrMance Living
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CITY OF CONCORD
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CONCORD N.C. 28026
[phone]
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E

SET HEADER ROCK BACK 1/3
FLOW MON- WIDTH OF FOOTER ROCK
EL. SEE PROFILE SHT. 4 MAX. STEP
EPTH 1.50'
EL. SEE PROFILE SHT. 4
BED :: a EL. SEE PROFILE SHT. 4
BACKFILL, TYP.
W/ CLASS B & A POOL DEPTH, SEE
RIP RAP PROFILE SHT. 4 FILTER
FOOTER ROCK, TYP. FABRIC
#57 STONE OR CLASS A OR � 5CLASS A
ONE
ON TOP
SECTION A --A
SEE BOULDER me d�fkTC nTrtlnl 1,rr11
NOTES:
1. STEPS TO BE SHORT, FREQUENT, AND
CLOSELY SPACED.
2. POOL DEPTHS AT BANKFULL ELEVATION
SHALL BE TYPICALLY 2 TO 3 TIMES
DEEPER THAN STEP DEPTHS AT
BANKFULL ELEVATION.
3. ADEQUATE NUMBER OF FOOTER BOULDERS
TO BE USED IN ORDER TO HOLD UP THE
BOULDERS AT HEAD OF STEPS DURING
HIGH ENERGY/HIGH FLOW EVENTS.
4. STEP POOL DEPTH SHOULD BE 2 TO 3
TIMES BANKFULL DEPTH.
HEADER ROCK ,T'
SEE PROFILE FOR
ELEVATION
BACKFILL TYP.
(WALL GRADED MIX
OF CLASS B & A
RIP RAP)
EXCAVATED TRENCH—'
FOR ROCK CROSS VANE
CONSTRUCTION
—TIE VANE ARM INTO
BANKFULL ELEVATION
HEADER -
ROCKS
L --EXCAVATED
POOL, 1' TYP_
ROCK IN VANE ARM SHOULD
BANKFULL �OT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
MIN_
(TYP.)
SEE ROCK A— VANE PLAN VIEW
DETAIL FOR SPECIFICS
STEP POOL DETAIL
NOT TO SCALE
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
431-8$$ 1/3 1/3 1/3
BANKFULL BANKFULL BANKFULL
WIDTH I WIDTH , WIDTH
ED
"EXCAVATED POOL
FOOTER ROCK, TYP.
ROCKS IN VANE ARM SHOULD BACKFILL TYP.
NOT BE GAPPED OR HAVE ANY (WALL GRADED MIX
SIGNIFICANT SPACES OF CLASS B & A
FILTER FABRIC, TYP. RIP RAP)
FILTER FABRIC
SECTION A— A
47- TO 77. SLOPE
BEDS FOOTER--/.
ROCKS FILTER FABRIC--/
ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
SECTION B—B
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
ANKFULL
POOL EXCAVATED PER POOL
DIRECTION OF ENGINEER
BACKFILL TYP.
(WALL GRADED MIX
OF CLASS B & A
RIP RAP)
P E A N 111E
ROCK A -VANE DETAIL
NOT TO SCALE
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LOWER
DIRECTION
OF FLOW
SEE CROSS SECTION
3' MIN. r
I
1' MIN. `
0
FILL VOIDS WITH NCDOT
CLASS B RIP RAP
NATURAL CHANAL 24" MIN. RIP RAP
MATERIAL
-BACKFILL
12" MIN.
INSTALL EROSION CONTROL
MATTING (COIR FIBER MATTING)
PER MATTING DETAIL AND/OR
MANUFACTURES
RECOMMENDATIONS. PLACE
TEMPORARY & PERMANENT SEED
UNDER MATTING PER EROSION
CONTROL DETAILS.
BOULDER TOE PROTECTION W
CONTROL MATTING
No. TO SCALE
ATTING ANCHOR TRENCH
IN TRENCHI ON 1' CENTERS
nfA1lruno n%JU71 A"
�I r—r— b UVLKLAY[MIN)
PLAN VIEW
COIR FIBER
MATTING
ANCHORS 01
3' CENTERS
EXTEND MATTING
TO N WSEL
STREAM BE
F18" (TYP)
BACKFILL
CHORS ON
CENTERS
FLOODPLAIN/
EXISTING
GROUND
�fi" MIN
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
TYPICAL CROSS SECTION
COIR FIBER MATTING DETAIL
2" x 2" (nominal)
WOODEN STAKE
1"
24"
1" (nominal)
STAPLE
I"
12"
ANCHOR OPTIONS
EROSION
NOTES:
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. REBAR OR STAPLES MAY BE USED IN PLACE OF
WOODEN STAKES AS DIRECTED BY THE ENGINEER
NORTH CAROLIN A
High Peffarmance Living
7;11111
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
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EXAMPLE OF PUMP -AROUND OPERATION
SPECIAL STILLING E
(SEE PROJECT SPECIAL F
(SEE NCDOT STANDARD DRA
Utilize a Stabilized Outlet
a Special Stilling Basin I
Clean Water
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVIS
TEMPORA
FLEXIBLE F
NOTES:
1) All excavation shall be performed it
sections of channel.
2) Impervious dikes are to be used to
stream flow when necessary.
3 All graded areas shall be stabilized
4i Maintenance of stream flow operati
to the work. This includes polyethyl
sheeting, diversion pipes, pumps or
5) Pumps and hoses shall be of suffi(
the work area.
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S)..
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
,ND PUMPING
'\. AREA TO BE DEWATERED
'J ACCORDANCE WITH THE
DEWATER BEFORE REMOVAL
US DIKES, PUMPS, AND
,,EAM IMPERVIOUS DIKES FIRST).
BE COMPLETED IN ONE DAY
7 E THE IMPERVIOUS DIKES.
DWN ON THIS SHEET ONLY
F WORK FOR EACH STREAM
SIBLE FOR DETERMINING
S) FOR EACH DAY'S WORK.
ID BACKFILL. STABILIZE
H.
00
NORTH CAROLINA
N%rqh PerfarmarRre Liviing
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
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DEDUCTIONS FOR
ONE PIPE
Jaz>m
B
zHO,a©
cw
..0.
C.M.
71
12" W-0"
U3 0
2'-0"
;z w
0.222 0.592
TI
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g 'O z
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= Z
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840.16
-OPING(INCIDENTAL)
)P ELEVATION
840.16 FRAME -
RATE
--,---(SEE NOTE)
SECTION X -X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 75M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
MAX- PIPE THIS SIDE - 18" co
SECTION Y -Y
DIMENSIONS
AND QUANTITIES
FOR DROP
TNLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
PIPE SPAN
OF BOX
WIDTH
& PIPE CUBIC YARDS
MIN. HEIGHT CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
D A
B
H
BOTTOM
SLAB
WALL PER�"`�
FT. HT. FOR MIr �
HFIGrrr n
C.M.
R.C.
12" W-0"
2'-O"
2'-0"
0.222
0.222 0.592
0.015
0.026
151+ 1
Jf
2'-3"'
15'
0.648 1
0.023
0.036
18"'
EMBEDMENT
2"_6"
{SEE SPECIFICATIONS
0.703 1
0.033
0.049
24"
2'-3-
3'-O'"
v
0.814 1
0.059
0.085
M
3'
3'-5"
0.222
0.222 0.925
0.092
0.127
a 11 n�-rsr� _SSION
SECTION G -G
2'- 311 rr
i6lr
200
SECTION H -H
1 1/2 of
- 1 �,►
mti 18rr+r
H
- a G
04
.3 1"-41�rr 1r-�{qtr
1'-7!5/8"111-7§/,q If
PLAN OF GRATING
CAST IRON
#4 BAR
s"
DOWEL
PLAN OF FRAME
CAST IRON
E
11$1r �an err far"
i
to rr 1" 1 r1
3" - 33'4 IF
2' - 3,'J/4
1rr8r1 �$rr 1/8
of
J8 I _
3,y a u rl
"`t31-2
rr I y
3r 2"l f ,2r-211
21/8'+ -F_i
3'- 13/4 lr RI CV 2r - 134 /0 N CV
3"-$'" 2'-61r
SECTION E -E SECTION F -F
PAVED ROADWAY PAVED ROADWAY y
�
} B
�TW� MATCH GRADE TG EJOSTiNG
CAL CROSS SECTION U
1.5- SF 9.5A. SURFACE COURSE
2.25' 1-19.013 INUIJMEIMATE COURSE
8' COMPACTED AGGREGATE BASE COURSE OR 3.5' B-25.OB BASE COURSE
TYPICAL S ECTI C N
RESIDENTIAL STREETS
NOT TO SCALE
2
�1
R/W
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C/3 T-
J
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H }
< 4
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HEET 1 OF 1
840.16
SECTION A -A
APPROVED HOOD DESIGNS
DUMP NO WASTE! DRAINS TO WATERWAYS
DUMP NO
WASTE! DRAINERS G
I
GENERAL NOTES:
1. THE FRAME SHALL BE RATED HEAVY DUTY FOR HIGHWAY
TRAFFIC LOADS (H-20 OR HS -20).
2. THE MATERIAL SHALL CONFORM TO THE LATEST ASTM STANDARD
SPECIFICATIONS FOR CRAY IRON CASTINGS (ASTM A48, CLASS
35)
3. APPROVED HOOD DESIGN MANUFACTURERS: U.S. FOUNDRY HOOD
(USF 5183-2 MODIFIED WITH FISH) AND FRAME (USF 5182),
VULCAN FOUNDRY (EAST JORDAN IRON WORKS, INC.) HOOD AND
FRAME (V-4066 WITH FISH LOGO) OR APPROVED EQUAL. -
PLAN
FRAME, GRATE, & HOOD ASSEMBLY
WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
CONCRETE EXISTING
MATCH EXISTING TACK EDGES {Nate 5 PAVEMENT
SECTION MILLED TO
(TYP.) SURFACE
COURSE DEPTH
INZ
II;=1I7-71I�:41r41:
I
CLEAN,
OUTLET W/O
SUITABLE BACKFILL
D
T
COMPACT TO 98% OF
B
_
SURFACE COURSE
MAX. DRY DENSITY AS
L
1.5 TO 2.25" S 9.5A
_
OBTAINED IN
12'
2-1/4"
STANDARD PROCTOR -
2'-0'
INTERMEDIATE COURSE
(ASTM D-698) LF. >
V-1"
2.25 TO 4.0" f 19.08
VBASECOURSE
-
15'
2-1/4'
6"
2'-3'
3.0 TO 5.5"B 25.013
EMBEDMENT
z
{SEE SPECIFICATIONS
730
Lu
0
FOR TYPE, COMPACTION,
2'-3-
it
v
AND BLOCKING IF NEEDED}
+
Ld �
M
3'
10'
W
m ►�-
U
w
4'-0'
_
:2
LJ
V)
N
3O'
3-1/2"
1'-0-
W
-
5'-0' 1
6'-2"
3:1
1 2380
36"
NOTES:
1'-3"
u
1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO NCDOT SUPERPAVE
STANDARDS AS PROVIDED BY ENGINEER OR MATCH EXISTING CONSTRUCTION, WHICH EVER
IS GREATER OR AS SPECIFIED BY THE CONTRACT DOCUMENTS.
3:1
2. TRENCH IS TO BE BACKFILLED IN COMPACTED 6" LAYERS BEFORE
PAVEMENT REPAIRS ARE MADE.
3. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND
FILL REQUIREMENTS.
4. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH OF PAY LIMITS SHALL
APPLY TO STONE AND CONCRETE PAVEMENT AS WELL.
6'-6'
5. 18" MIN. AROUND PATCHES AND 36' MIN. AT CURB CUTS.
3:1
UTILITY CUT REPLACEMENT DETAIL
SCALE: NONE
5'
0
"-0
" Z
m CD 0
r -0 _n cn
mz =�
iz>nm
U7®
2 O
'vrm
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to +
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4X❑
A
876.02
A
PLAN
D
Irl
ALTERNATE WAIL
CONF
Ff
PLAN
SECTION
La
�4
SEE STD. 20.23 AND 20.24
OTA
END VIEW
GENERAL_ NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHAD CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2. WALL B.
3. ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN
NOTES:
A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
3IPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6"-
JNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
EHE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERT LAYER
)F BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY
OF 95%.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
4. ALL TRENCHING OPERATIONS SHALL, MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL..
OUTLET W/DITCH
TABLE OF DIMENSIONS
OUTLET W/O
DITCH
D
T
A
B
C
E
L
H:V
WT.
12'
2-1/4"
4'
2'-0'
4'-1'
2'-0'
V-1"
3:1
730
15'
2-1/4'
6"
2'-3'
S-10"
2'-0-
6'-1"
3:1
730
18"
2-1/2-
9"
2'-3-
3'-10"
3'-0-
6'-1"
3:1
1190
24"
3'
10'
3'-8'
2'-6"
4'-0'
6'-2"
3:1
1770
3O'
3-1/2"
1'-0-
4'-6"
V-8"
5'-0' 1
6'-2"
3:1
1 2380
36"
4'
1'-3"
5'--3'
2'-11'
6'-0'
8'-2'
3:1
1 5320
42"
4-1/2'
1'-9'
5'-3'
2'-11"
6'-6'
8'-2'
3:1
5920
48"
5'
2'--0"
V-0"
2'--2"
7'-0"
8'-2"
3.1
7470
54"
5-1/2"
2'-3'
5'-$"
2'-10'
7'-6"
8'-4'
3:1
8810
60'
6"
2'-6'
5'-0'
S-3'
8'-0"
8'-3"
3:1
11180
66'
6-1/2'
3'-0"
6'-0-
2'-3'
8'-6'
8'-3'
3:1
12530
72"
7'
3'-0"
6'-6`
V-9"
W-0'
8'-3'
3:1
13980
36
21
47
60".
73
40
75-
GENERAL_ NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHAD CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M170, TABLE 2. WALL B.
3. ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
FLARED END SECTION
12" THRU 72" PIPE
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN
NOTES:
A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
3IPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6"-
JNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
EHE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERT LAYER
)F BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY
OF 95%.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
4. ALL TRENCHING OPERATIONS SHALL, MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL..
NOTE:
FOR CALCULATION PURPOSES
CLASS '8" RIP RAP = 100 LE"
CLASS I RIP RAP = 105 LE
SLOPE 11,�:1 OR FLATTER
top_ T
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS `B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
B
4 X D
SECTION B -B
PIPE OUTLET WITHOUT DITCH
B
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HHEET 1 OF 1
876.02
A"
NORTH CAROL] NA _
Nigh PerfurmancL- Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
A411
J
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Engineer's Seal
SUrveyoes Seal
OUTLET W/DITCH
OUTLET W/O
DITCH
❑
CLASS 'B'
RIP RAP
CLASS
I RpIP
RAP
CLASS 'B'
RIP RAP
CLASS I RIP
RAP
TUNS TE]C LE
' . Y.
TONS
TE]C LE
TONS
T T] Fx LE
S.Y.
TONS
TEXTILE
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
13
24"
5
14
15 1
7
15
311
7
4
12
301'
8
21
21
11
22
5
16 1
11
7
17
36"1
11
28
29
15
30
7
22
16
10
23
42
15
37
39
20
39
10
28
22
13
30
481"
-
-
49
26
50
-
-
28
17
38
54'"
-
-
60
33
62
-
-
36
21
47
60".
73
40
75-
-
44
26
56
166 t
-
-
87
48
89
-
-
54
32
67
L72"I
102 1
57
104
-
-1
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS '8" RIP RAP = 100 LE"
CLASS I RIP RAP = 105 LE
SLOPE 11,�:1 OR FLATTER
top_ T
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS `B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
B
4 X D
SECTION B -B
PIPE OUTLET WITHOUT DITCH
B
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HHEET 1 OF 1
876.02
A"
NORTH CAROL] NA _
Nigh PerfurmancL- Living
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
A411
J
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0
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SUrveyoes Seal
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DESIGNED BY. CMS
DRAWN BY: BCC
CHECKED BY: EAB
SCALE:. AS SHOWN
DATE: 12%18/15
PROJECT NUMBER: 2015-008
SHEET: 10 OF:
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SANITA Y
SEWER UNDER)
WATER (OVER)
MAIN
WATER
MAIN
SEE
NOTE
SANITARY SEWER
WAT
MAID
SANITARY
SEWER
SANITARY
SEWER
7WA
l- --
1�I�1-l f IWSANITARY
SANITARY
SEE NOTE SEWER (OV'ER)
ERN
DUCTILE IRON
WATER MAIN
SEWER
NOTE:
WHEN THE WATER MAIN IS ABOVE THE SANITARY SEWER, BUT WITH LESS THAN 24" CLEARANCE,
OR WHEN THE SANITARY SEWER IS ABOVE THE WATER MAIN, BOTH THE WATER MAIN AND
THE SANITARY SEWER UNE SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASURED AT
RIGHT ANGLES TO THE SEWER, OF 10 FEET ON EACH SIDE OF THE CROSSING.
RELATION OF WATER MAINS TO SANITARY SEWER MAINS
NOT TO SCALE
WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
CONCRETE EXISTING
MATCH EXISTING TACK EDGES (NPAVEMENT
SECTION (Note 5) MILLED TO
(TYP.) SURFACE
COURSE DEPTH
I- I 1!11 I"
CLEAN,
LENGTH OF
SUITABLE BACKFILL
STRAPPED LEG
_
COMPACT TO 98% OF
SURFACE COURSE
MAX. DRY DENSITY AS
1.5 TO 2.25" S 9.5A
_ rAJ
OBTAINED IN IT. IAJ
5.00'
STANDARD PROCTOR - rr
INTERMEDIATE COURSE
(ASTM D-698) LF. >
2.25 TO 4.0" 1 19.OB
IF
BASE COURSE
05/11
3.0 TO 5.5" B 25.OB
Y
EMBEDMENT
zz
(SEE SPECIFICATIONS
w
FOR TYPE, COMPACTION, a
I- H
z F Q
AND BLOCKING IF NEEDED) -
W
T
I,,N M 0
DD 1- w
-
IL�
�
M w
AND NUTS TYPE 18-8
® W
-
w
In
NOTES:
I
1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO NCDQT SUPERPAVE
STANDARDS AS PROVIDED BY ENGINEER OR MATCH EXISTING CONSTRUCTION,
WHICH EVER
IS GREATER OR AS SPECIFIED BY THE CONTRACT DOCUMENTS.
11/4" 518"
2. TRENCH IS TO BE BACKFILLED IN COMPACTED 6" '.LAYERS BEFORE PAVEMENT REPAIRS ARE MADE.
3. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND FILL REQUIREMENTS.
4. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH
OF 'PAY LIMITS SHALL
APPLY TO STONE AND CONCRETE PAVEMENT AS WELL.
BELOW)
5. 18" MIN. AROUND PATCHES AND 36" MIN. AT CURB CUTS.
Q
UTILITY CUT REPLACEMENT DETAIL
12"
SCALE: NONE
24"
UTILITY NOTE
WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS
PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE WATER MAIN OR SANITARY SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. (SEE DETAIL BELOW)
III I i 1=1 I F f l=111 I I=1 I I I I'
WATER MAIN ORS 24" MIN,.
SANITARY SEWER V
611iiw. 71
-11 I� IiS! 1=III=1
STORM SEWER
WATER MAIN OR -
SANITARY SEWER
24" MIN.
VARIES 0" MIN.
12" MAX.
MANHOLE STEPS
15" O.C. (TYPICAL)
3/4" PIPE
4" DIAMETER
61
BOLTS ON MH FRAME AND COVER
PROVIDE BOLTS ONLY WHERE SPE"
GLACE MASTIC BETWEEN GRADE R
-GRADE RINGS AS REQUIRED
SECTION
VARIES 0" MIN.
12" MAX.
FLAT SLAB UPPER SECTION
ALLOWED ONLY WHERE DEPTHS WILL
NOT PERMIT CONE SECTIONS
NOTES:
1. MANHOLE RISERS AND CONE SECTIONS SHALL CONFORM TO
ASTM C-478, LATEST REVISION.
2. TRANSITION RINGS SHALL HAVE A MINIMUM CLEARANCE OF 2'-0"
ABOVE THE EFFLUENT OVERT ELEVATION.
3. SEE FIGURE 23 FOR [TROP MANHOLE.
4. FLEXIBLE WATERTIGHT, SYNTHETIC RUBBER SLEEVES, WITH
STAINLESS STEEL CLAMP; [DRAW BOLT AND NUT; OR CAST -IN
SLEEVE, OR "A" LOCK CONNECTION SHALL BE FURNISHED FOR
EACH PIPE TO MANHOLE CONNECTION.
5. SEE SPECIFICATIONS FOR MANHOLE DIAMETER.
STANDARD PRECAST CONCRETE MANHOLE
NOT TO SCALE
1/4"
NOTES:
1. VENT PIPE SHALL BE IN ACCORDANCE WITH
SEWER MANHOLE SPECIFICATION
VENT PIPE OPENING TO POINT DOWNSTREAM,
AWAY FROM MANHOLE COVER.
A STAINLESS STEEL VERMIN SCREEN WITH
STAINLESS STEEL FITTINGS SHALL BE PROVIDED
OVER VENT PIPE OPENING.
MANHOLE RIM AND COVER SHALL BE WATER
TIGHT AND SEALED.
MANHOLE RIM SHALL BE BOLTED ON MANHOLE
FRAME, IN ACCORDANCE WITH SEWER MANHOLE
SPECIFICATION.
41ANHOLE SHALL BE VENTED EVERY 1000' OR AT
EVERY OTHER MANHOLE, WHICH EVER YIELDS
THE GREATER NUMBER OF VENTS.
TWO 3" X 3.8" STEEL STRAPS, AND 5/8" X 4"
=XPANSION ANCHORS BOLTS SHALL BE USED TO
SECURELY ANCHOR VENT.
THE FOLLOWING TABLE SHALL BE USED TO
)ETERMINE THE LENGTH OF THE STRAPPED LEG.
HEIGHT OF
LENGTH OF
VENT PIPE
STRAPPED LEG
UP TO 6.00'
3.00'
6.01' TO 8.00'
4.00'
8.01' TO 10.00'
5.00'
10-01' TO 12.00'
6.00'
OVER 12.01'
7.00'
IN GROUT AT 45 -DEG
W/ SEWER FLOW V
J
l O
RESHAPE ADJUSTABLE 1} E M
INVERT TYPE 304 STAINLESS
STEEL, 11 GUAGE (.1196"]
SECTION A -A CLAMPING BRACKETS DETAIL
WITH 3/8" PINCH BOLT
AND NUTS TYPE 18-8
NOTES, STAINLESS STEEL
I. INSTALL 'RELINER-DURAN,INC.' OR EQUAL INSIDE DROP $PML
AND ASSOCIATED APPURTENANCES, ACCORDING TO MANUFACTURE'S
RECOMMENDATIDNS. ALL ADJUSTABLE CLAMPING BRACKETS AND
ASSOCIATED APPURTENANCES SHALL BE STAINLESS STEEL.
ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED,
Z. PIPING FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO
ASTM SPECIFICATION D3034. BOTTOM BEND TO BE 90' SHORT
BEND, BELL SPIGOT, OF SDR 35 PVC. SPIGOT OF BEND TO BE
TURNED AT 45 -DEGREE WITH SEVER FLOW AND SHALL REST
DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH iJn[INnNr, pncNTanu
PROP BOWL
FROM DROP EFFLUENT TO MAIN CHANNEL. -
3. LOCATE 'RELINER-DURAN, INC.' OR EQUAL STAINLESS STEEL
ADJUSTABLE CLAMPING BRACKETS WITH ASSOCIATED
APPURTENANCES AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA CLAMPING BRACKETS AS NECESSARY TO
MAINTAIN MAXIMUM SPACING OF FOUR FEET AND TO ENSURE A
INSIDE DROP BOWL
BRACKET IS LOCATED AT EACH PIPE Ji1INT. CMIN OF 2.) STANDARD DROP MANHOLE DETAIL
4, HOLE IN MANHOLE HALL TO BE MADE WITH A CORING MACHINE. NOT TO SCALE
INSTALL FLEXIBLE RUBBER COUPLING. CURE HOLE SHALL NOT
ENTER CONE SECTION. THE INFLUENT SERER MAIN PIPE SHALL
BE CONSTRUCTED WITH A 10-FEIDT (MIN) SEGMENT OF DUCTILE
IRON AT EACH DROP MANHOLE. INFLUENT SEWER MAIN SHALL NOT
PROTRUDE MORE THAN 2 -INCHES INTO THE INTERIOR OF MANHOLE.
5. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE
DROP. ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED.
1 SIDE VIEW
CITY OF CONCORD
2t" MAX.
R=1 /2 O.D.
STANDARD DETAIL
CASING PIPE
VENT FOR
PRECAST CONCRETE
MACHINE AND INSTALL FLEXIBLE
MH STEPS RUBBER COUPLING.
Is" O.C. (TYP) (SEE NOTE #4)
MANHOLE
Ujo
'n SJ
RAILROAD
5 tl" MIN. ADJUSTABLE
TAB
Na. Date RPVnSION
Dr°wn By OwdQed By:
SVM PK
4prared By'Date
MSH
05/11
Sht
1
of
1
IN GROUT AT 45 -DEG
W/ SEWER FLOW V
J
l O
RESHAPE ADJUSTABLE 1} E M
INVERT TYPE 304 STAINLESS
STEEL, 11 GUAGE (.1196"]
SECTION A -A CLAMPING BRACKETS DETAIL
WITH 3/8" PINCH BOLT
AND NUTS TYPE 18-8
NOTES, STAINLESS STEEL
I. INSTALL 'RELINER-DURAN,INC.' OR EQUAL INSIDE DROP $PML
AND ASSOCIATED APPURTENANCES, ACCORDING TO MANUFACTURE'S
RECOMMENDATIDNS. ALL ADJUSTABLE CLAMPING BRACKETS AND
ASSOCIATED APPURTENANCES SHALL BE STAINLESS STEEL.
ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED,
Z. PIPING FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO
ASTM SPECIFICATION D3034. BOTTOM BEND TO BE 90' SHORT
BEND, BELL SPIGOT, OF SDR 35 PVC. SPIGOT OF BEND TO BE
TURNED AT 45 -DEGREE WITH SEVER FLOW AND SHALL REST
DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH iJn[INnNr, pncNTanu
PROP BOWL
FROM DROP EFFLUENT TO MAIN CHANNEL. -
3. LOCATE 'RELINER-DURAN, INC.' OR EQUAL STAINLESS STEEL
ADJUSTABLE CLAMPING BRACKETS WITH ASSOCIATED
APPURTENANCES AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA CLAMPING BRACKETS AS NECESSARY TO
MAINTAIN MAXIMUM SPACING OF FOUR FEET AND TO ENSURE A
INSIDE DROP BOWL
BRACKET IS LOCATED AT EACH PIPE Ji1INT. CMIN OF 2.) STANDARD DROP MANHOLE DETAIL
4, HOLE IN MANHOLE HALL TO BE MADE WITH A CORING MACHINE. NOT TO SCALE
INSTALL FLEXIBLE RUBBER COUPLING. CURE HOLE SHALL NOT
ENTER CONE SECTION. THE INFLUENT SERER MAIN PIPE SHALL
BE CONSTRUCTED WITH A 10-FEIDT (MIN) SEGMENT OF DUCTILE
IRON AT EACH DROP MANHOLE. INFLUENT SEWER MAIN SHALL NOT
PROTRUDE MORE THAN 2 -INCHES INTO THE INTERIOR OF MANHOLE.
5. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE
DROP. ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED.
1 SIDE VIEW
2t" MAX.
R=1 /2 O.D.
2
CASING PIPE
PIPE BARREL
CORE HOLE FOR DUCTILE IRON
INFLUENT PIPE WITH CORING
MACHINE AND INSTALL FLEXIBLE
MH STEPS RUBBER COUPLING.
Is" O.C. (TYP) (SEE NOTE #4)
HIGHWAY
Ujo
'n SJ
RAILROAD
5 tl" MIN. ADJUSTABLE
TAB
3
� � 3
1.5'
TYPE STAINLESS
u71i�
eq o
WALL
O. D. WALL
+ STEEL, 11 GUAGE {.1196")
1
B C
ru
CLAMPING BRACKETS
W
INSIDE DROP BOWI. WITH 3/8" PINCH BOLT
■
:2
LU
AND NUTS TYPE 18-8
co
5
4
STAINLESS STEEL
3
I
a PINCH BOLT W/ NUTS
B w B SECTION
B -B
11"
W
N
Q
CO
6" MIN CLEAR
11/4" 518"
FROM JOINT
-ELEVATION (ABOVE OR
1-
0.250"
BELOW)
161/x"
Q
2114"
12"
TRIM DI PIPE 2" MAX
24"
0.250"
24" 0.406"
FROM MANHOLE WALL.
3•" 1
INSIDE DROP BOWL
SECURED WITH
STAINLESS STEEL
y�
114"
QQti BOLTS
DI
30""
0.312"30"
yf
28112"
t
DI + FERNCO FLEXIBLE
COUPLING OR EQUAL
y�o
SPIGOT EMBEDDED
z
IN GROUT AT 45 -DEG
W/ SEWER FLOW V
J
l O
RESHAPE ADJUSTABLE 1} E M
INVERT TYPE 304 STAINLESS
STEEL, 11 GUAGE (.1196"]
SECTION A -A CLAMPING BRACKETS DETAIL
WITH 3/8" PINCH BOLT
AND NUTS TYPE 18-8
NOTES, STAINLESS STEEL
I. INSTALL 'RELINER-DURAN,INC.' OR EQUAL INSIDE DROP $PML
AND ASSOCIATED APPURTENANCES, ACCORDING TO MANUFACTURE'S
RECOMMENDATIDNS. ALL ADJUSTABLE CLAMPING BRACKETS AND
ASSOCIATED APPURTENANCES SHALL BE STAINLESS STEEL.
ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED,
Z. PIPING FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO
ASTM SPECIFICATION D3034. BOTTOM BEND TO BE 90' SHORT
BEND, BELL SPIGOT, OF SDR 35 PVC. SPIGOT OF BEND TO BE
TURNED AT 45 -DEGREE WITH SEVER FLOW AND SHALL REST
DIRECTLY ON EXISTING SHELF. CONSTRUCT MASONRY TROUGH iJn[INnNr, pncNTanu
PROP BOWL
FROM DROP EFFLUENT TO MAIN CHANNEL. -
3. LOCATE 'RELINER-DURAN, INC.' OR EQUAL STAINLESS STEEL
ADJUSTABLE CLAMPING BRACKETS WITH ASSOCIATED
APPURTENANCES AT PIPE BELL AND ABOVE BELL OF 90' BEND AS
SHOWN. ADD EXTRA CLAMPING BRACKETS AS NECESSARY TO
MAINTAIN MAXIMUM SPACING OF FOUR FEET AND TO ENSURE A
INSIDE DROP BOWL
BRACKET IS LOCATED AT EACH PIPE Ji1INT. CMIN OF 2.) STANDARD DROP MANHOLE DETAIL
4, HOLE IN MANHOLE HALL TO BE MADE WITH A CORING MACHINE. NOT TO SCALE
INSTALL FLEXIBLE RUBBER COUPLING. CURE HOLE SHALL NOT
ENTER CONE SECTION. THE INFLUENT SERER MAIN PIPE SHALL
BE CONSTRUCTED WITH A 10-FEIDT (MIN) SEGMENT OF DUCTILE
IRON AT EACH DROP MANHOLE. INFLUENT SEWER MAIN SHALL NOT
PROTRUDE MORE THAN 2 -INCHES INTO THE INTERIOR OF MANHOLE.
5. STEPS SHALL BE RELOCATED IF THEY CONFLICT WITH INSIDE
DROP. ANNULAR SPACES TO BE GROUT FILLED AND EPDXY COATED.
1 SIDE VIEW
C.
CARRIER PIPE
1 s• �J
s'
LEGS ROTATED OUT OF POSITION FOR CLARITY
END VIEW
U
2
CASING PIPE
CARRIER PIPE
HIGHWAY
RAILROAD
3
NOMINAL
1.5'
3' L.
u71i�
eq o
WALL
O. D. WALL
A
1
B C
ru
W
■
:2
LU
W
3:
co
5
4
6.901'
3
I
0.188.-1
12.75" 0.250"
11"
Z
11/4" 518"
8"181,
u�
1-
0.250"
181' 0.312"
161/x"
Q
2114"
12"
C.
CARRIER PIPE
1 s• �J
s'
LEGS ROTATED OUT OF POSITION FOR CLARITY
END VIEW
NOTES:
1. CARRIER PIPE IS RESTRAINED PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE.
2. SPIDERS, NUTS, BOLTS & WASHERS SHALL BE STAINLESS STEEL.
3. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
4. CASING PIPE MATERIAL IS STEEL.
WSACC
SACC
1 11109 SVM TAB WATER AND SEWER AUTHORITY
REVISION DATE BY CHKD OF CABARRUS COUNTY
NO.
CASING SPIDER
FILE NAME: Nd2.0 DATE_ 07/08
WORK ZONE
a
BORE PIT 10' (MIN)
SEE PLANS
Ci
79
a
END WALL -y
1 w
W
0' (MlN RECEIVING
PIT �
SEE PLANS
END WALL
3' (MIN) COVER
-- - -o--
COATED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 "CASING SPIDER'
RESTRAINED PUSH -ON ANCHOR BLOCK TYPICAL ANCHOR BLOCK
.fOINTCARRIERDUCT LE IPIPE STREAM/CREEK CROSSINGS
(ice)
1Y (ANN) 4' (�T) STH 12' (MIN)
ANCHOCASING PIPE 1(2' CLEAR SPACE
TRENCH 12' (MRI) 12' #RN s' MIN AND CASING PIPE
+STH WALL
17, - 5' N
CASING RPE I r 12' (MIH)
1 I I CONCR€IE CARRIER
CASING PIPE
PIPE DIA.
CARRIER
R
I i I PIPE
24' {MRI)
GRANULAR EMBEDMENT
I I CONCRETE (PLACE
I I AGAINST UNDISTURBED
L-_ _ .. -. �Y3 'SOIL OR ROCK)
UNDISTI.NMED SOIL OR ROCI(� WAY
12" (MIN) ON EACH SRI: SIDE ELEVATION
FRONT ELEVATION OF TRENCH.
KIM W UNDISTURBED
SOIL OR ROCK.
CONIC. ANCHOR BLOCK
(NTS)
GENERAL NOTES:
1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL
8' D 8"1PIPE CASINGS.
2. INSTALL TWO (2) 1 -INCH DRAINS EACH SIDE OF CARRIER PIPE
IN DOWNHILL END WALL...
3. THE PIT/TRENCH EXCAVATION SHALL IN NO CASE BE CLOSER
CASM PIPE °a
THAN 10 -FEET FROM THE TOP OF STREAM AND/OR CREEK
BANK.
CARRIER RPE p 4. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE
SHALL EXTEND THROUGH CASING PIPE ASSEMBLY.
r 5. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE
AND SPIDER REQUIREMENTS.
WEEP HOLES r sxaIMDN ICICI( Y07RrAR
SEE NOTE 2
t PA1Rf PORfLIND CEMENT
2 PAM SAND
D - DW OF CASING PIPE
END WALL SECTION
(NTS)
WYE ASSEMBLY
BRASS CAP WITH GLUED
BI THREADED COUPLINGS
GROUND
ADAPTOR AS
REQUIRED
SCH 40 .PVC
OR DUCTILE IRON 1
2' MIN. SEPARATION
FROM PIPE JOINT
SCH 40 PVC
OR DUCTILE IRON
ER TIGHT
PLUG
L- 12' NIPPLE
4'X 4'X4'WYE
--PROPOSED GRAVITY SEWER MAIN
DR 35 PVC SHOWN
GENERAL NOTES:
1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.0%
2. THE LATERAL SHALL BE A MINIMUM OF 5' BELOW THE EDGE OF PAVEMENT, EXCEPT WHERE
DEPTH OF SEWER MAIN WILL NOT PERMIT.
3. DUCTILE IRON PIPE (DIP) MATERIAL SHALL BE USED WHERE LESS THAN 3' BUT NOT LESS
DMN 18" OF COVER IS MAINTAINED OVER THE SEWER LATERAL OR WHERE THE LATERAL
HAS 18' OR MORE GROUND COVER OVER THE LATERAL
4. ALL SCHEDULE 40 PVC LATERALS SHALL BE INSTALLED USING CLASS B BEDDING. DIP
SEWER LATERAL SHALL USE CLASS C BEDDING.
5. THE SEWER LATERAL WYE SHALL BE LOCATED SUCH THAT THE BRANCH PIPE AXIS FORMS
AN ANGLE OF 30 -DEGREES WITH THE HORIZONTAL..
& WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE
INSTALLED TO BRING CONNECTIONS WITHIN 8' OF THE GROUND SURFACE, UNLESS A
GREATER DEPTH THAN 8' IS REQUIRED TO PROVIDE THE MINIMUM SLOPE IN THE SERVICE.
7. SEWER LATERAL CLEANOUTS SHALL BE LOCATED AT THE EDGE OF THE RIGHT-OF-WAY OR
PUBLIC UTILITY EASEMENT. SEWER LATAERALS THAT EXTEND FROM SEWER MAINS LOCATED
WITHIN THE ROAD RIGHTS-OF-WAY SHALL BE LOCATED AT THE CENTER OF THE LOT OR AS
INDICATED ON THE APPROVED DESIGN DRAWINGS.
8. SEWER LATERAL CLEANOUTS SHALL_ NOT BE LOCATED WITHIN ANY FEATURE CONVEYING OR
POOLING STORMWATER.
9. SEWER LATERALS SHOULD TIE TO THE SEWER MAIN, BUT WHEN INDICATED ON THE
DRAWINGS, THE SEWER LATERAL CAN BE INSTALLED INTO A MANHOLE A MAXIMUM OF 3
LATERALS TO A DEADEND MANHOLE AND A MAXIMUM OF 2 LATERALS TO AN IN -UNE
MANHOLE.
10. THE SEWER LATERAL MUST NOT EXTEND MORE THAN 6" BEYOND THE MANHOLE WALL AND
THE LATERAL INVERT SHALL BE LEVEL WITH THE MANHOLE SHELF AND A CHANNEL SHALL_
BE BUILT TO PROVIDE SMOOTH FLOW FROM THE LATERAL TO THE MAIN UNE INVERT.
SANITARY SEWER LATERAL ON A PROPOSED SEWER LINE
NOT TO SCALE
N O R T WH C A R O L I N A
High Performance Livingr
flwl>nBlillI
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
i
4¢pFEs;ap
rr1 SE,q� 4
•� �n ` i7
. q�F�GrNEE •'�Q
' p C.. n
44 B E 9 })
Ir
�'IRN1111111'��
Engineers Seal
Surveyor's Seal
U
CASING PIPE
CARRIER PIPE
HIGHWAY
RAILROAD
SPIDER DIMENSIONS
NOMINAL
0. D.
O. D.
WALL
O. D. WALL
A
1
B C
DIA.
W
■
:2
LU
W
3:
co
5
6"'
6.901'
12.75"
I
0.188.-1
12.75" 0.250"
11"
11/4" 518"
8"181,
1B"
1-
0.250"
181' 0.312"
161/x"
2114"
12"
13.217'^
24"
0.250"
24" 0.406"
22112"
3•" 1
J
114"
16"
17.40"
30""
0.312"30"
0.500"
28112"
3112" 1
U
z
112"
24"
25.80"
36"
0.375"
36"' 0.5625"
34112"
4^' 2„
PIPE SUPPORT ASSEMBLY MARK
NUMBER
NOMINAL
i
2
3
4
DIA
6"
8" X 2" X 114"
PL
6" X 1 1/2" X 114" PL
6" X 114"
PL
318" NUT & BOLT
81"
8" X 3" X 1/4"
PL
6" X 3 114" X 114" PL
6" X 114"
PL
1/2" HUT & BOLT
12"
8" X 4" X 114"
PL
Q
6" X 3 518" X 318" PL
6" X 318"
PL
112" NUT & BOLT
16"
8" X 4"X318"
PL
6" X 4314"X318" PL
6"X318"
PL112"
NUT & BOLT
24"
8" X 4" X 318"
PL
6" X 5 112" X 3/8" PL
61' X 3I8"
PL
1/2" NUT & BOLT
NOTES:
1. CARRIER PIPE IS RESTRAINED PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE.
2. SPIDERS, NUTS, BOLTS & WASHERS SHALL BE STAINLESS STEEL.
3. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
4. CASING PIPE MATERIAL IS STEEL.
WSACC
SACC
1 11109 SVM TAB WATER AND SEWER AUTHORITY
REVISION DATE BY CHKD OF CABARRUS COUNTY
NO.
CASING SPIDER
FILE NAME: Nd2.0 DATE_ 07/08
WORK ZONE
a
BORE PIT 10' (MIN)
SEE PLANS
Ci
79
a
END WALL -y
1 w
W
0' (MlN RECEIVING
PIT �
SEE PLANS
END WALL
3' (MIN) COVER
-- - -o--
COATED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 "CASING SPIDER'
RESTRAINED PUSH -ON ANCHOR BLOCK TYPICAL ANCHOR BLOCK
.fOINTCARRIERDUCT LE IPIPE STREAM/CREEK CROSSINGS
(ice)
1Y (ANN) 4' (�T) STH 12' (MIN)
ANCHOCASING PIPE 1(2' CLEAR SPACE
TRENCH 12' (MRI) 12' #RN s' MIN AND CASING PIPE
+STH WALL
17, - 5' N
CASING RPE I r 12' (MIH)
1 I I CONCR€IE CARRIER
CASING PIPE
PIPE DIA.
CARRIER
R
I i I PIPE
24' {MRI)
GRANULAR EMBEDMENT
I I CONCRETE (PLACE
I I AGAINST UNDISTURBED
L-_ _ .. -. �Y3 'SOIL OR ROCK)
UNDISTI.NMED SOIL OR ROCI(� WAY
12" (MIN) ON EACH SRI: SIDE ELEVATION
FRONT ELEVATION OF TRENCH.
KIM W UNDISTURBED
SOIL OR ROCK.
CONIC. ANCHOR BLOCK
(NTS)
GENERAL NOTES:
1. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL
8' D 8"1PIPE CASINGS.
2. INSTALL TWO (2) 1 -INCH DRAINS EACH SIDE OF CARRIER PIPE
IN DOWNHILL END WALL...
3. THE PIT/TRENCH EXCAVATION SHALL IN NO CASE BE CLOSER
CASM PIPE °a
THAN 10 -FEET FROM THE TOP OF STREAM AND/OR CREEK
BANK.
CARRIER RPE p 4. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE
SHALL EXTEND THROUGH CASING PIPE ASSEMBLY.
r 5. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE
AND SPIDER REQUIREMENTS.
WEEP HOLES r sxaIMDN ICICI( Y07RrAR
SEE NOTE 2
t PA1Rf PORfLIND CEMENT
2 PAM SAND
D - DW OF CASING PIPE
END WALL SECTION
(NTS)
WYE ASSEMBLY
BRASS CAP WITH GLUED
BI THREADED COUPLINGS
GROUND
ADAPTOR AS
REQUIRED
SCH 40 .PVC
OR DUCTILE IRON 1
2' MIN. SEPARATION
FROM PIPE JOINT
SCH 40 PVC
OR DUCTILE IRON
ER TIGHT
PLUG
L- 12' NIPPLE
4'X 4'X4'WYE
--PROPOSED GRAVITY SEWER MAIN
DR 35 PVC SHOWN
GENERAL NOTES:
1. 4" AND 6" SEWER LATERAL - MINIMUM GRADE 1.0%
2. THE LATERAL SHALL BE A MINIMUM OF 5' BELOW THE EDGE OF PAVEMENT, EXCEPT WHERE
DEPTH OF SEWER MAIN WILL NOT PERMIT.
3. DUCTILE IRON PIPE (DIP) MATERIAL SHALL BE USED WHERE LESS THAN 3' BUT NOT LESS
DMN 18" OF COVER IS MAINTAINED OVER THE SEWER LATERAL OR WHERE THE LATERAL
HAS 18' OR MORE GROUND COVER OVER THE LATERAL
4. ALL SCHEDULE 40 PVC LATERALS SHALL BE INSTALLED USING CLASS B BEDDING. DIP
SEWER LATERAL SHALL USE CLASS C BEDDING.
5. THE SEWER LATERAL WYE SHALL BE LOCATED SUCH THAT THE BRANCH PIPE AXIS FORMS
AN ANGLE OF 30 -DEGREES WITH THE HORIZONTAL..
& WHERE THE DEPTH OF THE WYE BRANCH IS MORE THAN 10', A STANDPIPE SHALL BE
INSTALLED TO BRING CONNECTIONS WITHIN 8' OF THE GROUND SURFACE, UNLESS A
GREATER DEPTH THAN 8' IS REQUIRED TO PROVIDE THE MINIMUM SLOPE IN THE SERVICE.
7. SEWER LATERAL CLEANOUTS SHALL BE LOCATED AT THE EDGE OF THE RIGHT-OF-WAY OR
PUBLIC UTILITY EASEMENT. SEWER LATAERALS THAT EXTEND FROM SEWER MAINS LOCATED
WITHIN THE ROAD RIGHTS-OF-WAY SHALL BE LOCATED AT THE CENTER OF THE LOT OR AS
INDICATED ON THE APPROVED DESIGN DRAWINGS.
8. SEWER LATERAL CLEANOUTS SHALL_ NOT BE LOCATED WITHIN ANY FEATURE CONVEYING OR
POOLING STORMWATER.
9. SEWER LATERALS SHOULD TIE TO THE SEWER MAIN, BUT WHEN INDICATED ON THE
DRAWINGS, THE SEWER LATERAL CAN BE INSTALLED INTO A MANHOLE A MAXIMUM OF 3
LATERALS TO A DEADEND MANHOLE AND A MAXIMUM OF 2 LATERALS TO AN IN -UNE
MANHOLE.
10. THE SEWER LATERAL MUST NOT EXTEND MORE THAN 6" BEYOND THE MANHOLE WALL AND
THE LATERAL INVERT SHALL BE LEVEL WITH THE MANHOLE SHELF AND A CHANNEL SHALL_
BE BUILT TO PROVIDE SMOOTH FLOW FROM THE LATERAL TO THE MAIN UNE INVERT.
SANITARY SEWER LATERAL ON A PROPOSED SEWER LINE
NOT TO SCALE
N O R T WH C A R O L I N A
High Performance Livingr
flwl>nBlillI
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
i
4¢pFEs;ap
rr1 SE,q� 4
•� �n ` i7
. q�F�GrNEE •'�Q
' p C.. n
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Ir
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Surveyor's Seal
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of
DESIGNED BY: CMS
ro
DRAWN BY: BCC a
CHECKED BY: EAB'
SCALE: AS SHOWN w
r -
DATE: i 2/i $%15 CI'
Lu
PROJECT NUMBER: 2[315-00$
SHEET: 1 i OF: 14

WIDTH OF PAY LIMITS FOR
PAVEMENT REMOVAL AND REPAIR
CONCRETE EXI Sll NG
MATCH EXISTING TACK EDGES Note 5 PAVEMENT
SECTION MILLED TO
(TYP.) SURFACE
COURSE DEPTH
IN-LINE BLOW -OFF
2"-0' DIA. X 6" THICK
CONCRETE PROTECTOR
RING IF IN SHOULDER
OF ROAD (TYP) i
DEAD END BLOW -OFF
2'-0" DIA. X 6" THICK
CONCRETE PROTECTOR
RING IF IN SHOULDER -t-I
OF ROAD (TYP) Tf,
PLUG PLUG
COUPLING I COUPLING
STDI.
VALVE C.I. AD AJSTABLI
BOX ADJUSTABLE VALVE BOX
VALVE BOX CHECK
CHECK VALVE
VALVE
THREADED
BRONZE
WATER LIN
TAPPING SADDLE fUNI-FLANGE 2" BRASS OR
OR SLEEVE -2- BRASS OR I 4' DUCTILE IRON 4'
RODS 4' DUCTILE IRON
WATER ` LONG RADIUS ELBOW `LONG RADIUS ELBOW
MAIN FOR FILL SECTIONS FOR FILL SECTIONS
THREADED t'-6' MIN ONLY
BRONZE ONLY 1'-6'MJN
WATER LINE PLUG W
THREADDD
RESILIENT SEAT. TAP ESILIENT SEAT,
EPDXY COATED, EPDXY COATED,
THREADED GATE THREADED GATE
VALVE VALVE
GENERAL NOTES:
1. INSTALL 2" BLOW -OFF ON 2" THRU 18" MAINS.
2. INSTALL 4" BLOW -OFF ON 20" OR LARGER MAIN.
3. IF THE SEPARATION BETWEEN THE CONTROL VALVE AND THE BLOW -OFF
DOES NOT ALLOW THE INSTALLATION OF THE CONCRETE PROTECTOR RINGS,
A 24" BY 24" BY 6" THICK CONCRETE PAD SHALL BE FORMED AND
POURED AROUND THE VALVE BOX, THE EDGE OF THE VALVE BOX RIM
MUST BE AT LEAST 8" FROM THE EDGE OF THE CONCRETE PAD.
BLOW -OFF DETAILS
NOT TO SCALE
UTILITY NOTE
WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS
PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE WATER MAIN OR SANITARY SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. (SEE DETAIL BELOW)
-I 11-111=1 11-1 f 11 1 1 111=1 11=I I
WATER MAIN OR -
SANITARY SEWER
STORM
24" MIN.
a! 1=111=I 11=1 fhJ I f �I 11=1 11-i I
STORM SEWER
WATER MAIN OR -
SANITARY SEWER
24" MIN.
BORE PIT 10' (MIN)
SEE PLANS
O
F
END WALL x
W
RESTRAINED PUSH -ON
JOINT DUCTILE IRON
CARRIER PIPE
12' (ANN)-
F
CASING PIPE
CARRIER
RPE
WORK ZONE
dK
a
La
H
10' (MIN) RECEIVING
PIT
SEE PLANS
m
O
W
3' (MIN) COVER
SLORt -� .---------
COA`T'ED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 "CASING SPIDER"
lqv
ANCHOR BLOCK `
TYPICAL ANCHORBLOCK
STREAM/CREEK CROSSINGS
(N -IS)
MOTN , -12- (mm)
CASING
tz- (UN)
12' (MIN)^
CONCF�T1
CASING
PIPE DTA
END WALL
1
ANCHOR AND CASING PIPE
1r CLEAR SPACE BErMTN
WALL
I I 24' (MIN) �c;RA1Rs.AR EMBEDMENT
J ,
2+" (MIN) _.
. I CONC!"E E (MACE
AGAINST UNDISTURBm
I _ SOIL OR ROCK
UNDISTURBED SOIL OR ROCK-"/ W O 72 O.C.
12` (ANN)f`aN EACH SOE
ELEVATION EVATION OF TRENH SM MEVATION
KEYED IN ulas-rURBEO
SOIL OR ROCK.
CONC. ANCHOR BLOCK
(NTS)
GENERAL NOTES:
I. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL
8 D 8"1 PIPE CASINGS.
2. INSTALL TWO (2) I -INCH DRAINS EACH SIDE OF CARRIER PIPE
IN DOWNHILL END WALL.
3. THE PTT/TRENCH EXCAVATION SHALL IN NO CASE BE CLOSER
CASING PSE 00 THAN 10 -FEET FROM THE TOP OF STREAM AND/OR CREEK
BANK.
CARRIER PIPE n 4. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE
SHALL EXTEND THROUGH CASING PIPE ASSEMBLY.
5. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE
AND SPIDER REQUIREMENTS.
WEEP HOLES r L -
SEE NOTE 2 MMM IRICK MORTAR
1 PARI' PORTLAHO Ct7/LM
2 PAM SAND
O - DW OF CASING PIPE
END WALL SECTION
(NTS)
F 1 SIDE VIEW
1
CLEAN,
207.-359'
SUITABLE BACKFILL
359-50%
COMPACT TO 98% OFK'SURFACE
COURSE
MAX. DRY DENSITY AS
1.5 TO 2.25" S 9.5A
OBTAINED IN
IT Ld
A
STANDARD PROCTOR - ce
INTERMEDIATE COURSE
(ASTM D-698) IT>
2.25 TO 4.0" 119.OB
3
BASE COURSE
IT. IT
3.0 TO 5.5" 'B 25.OB
IT, Ti
EMBEDMENT
7z
(SEE SPECIFICATIONS TT
UIo
FOR TYPE, COMPACTION,
z Fr 4
BLOCKING
AND IF NEEDED) - +
j
-
LJ = tJ
m L.J
-
w'LLd Ih
Ti
LJ
N
LIJ
NOTES:
18"
1. NEW PAVEMENT SHALL HAVE SECTION THICKNESS DESIGNED TO NCDOT SUPERPAVE
STANDARDS AS PROVIDED BY ENGINEER OR MATCH EXISTING CONSTRUCTION,
WHICH EVER
IS GREATER OR AS SPECIFIED BY THE CONTRACT DOCUMENTS.
a
2. TRENCH IS TO BE BACKFILLED IN COMPACTED 6" LAYERS BEFORE PAVEMENT REPAIRS ARE MADE.
3. REFER TO EARTHWORK SPECIFICATIONS FOR EMBEDMENT AND FILL
REQUIREMENTS.
4. THIS DETAIL SHOWS ASPHALT PAVEMENT REPLACEMENT. THE WIDTH
OF PAY LIMITS SHALL
APPLY TO STONE AND CONCRETE PAVEMENT AS WELL.
8"
5. 18" MIN. AROUND 'PATCHES AND 36" MIN. AT CURB CUTS.
18"
UTILITY CUT REPLACEMENT DETAIL
6"
SCALE: TONE
12.75"
IN-LINE BLOW -OFF
2"-0' DIA. X 6" THICK
CONCRETE PROTECTOR
RING IF IN SHOULDER
OF ROAD (TYP) i
DEAD END BLOW -OFF
2'-0" DIA. X 6" THICK
CONCRETE PROTECTOR
RING IF IN SHOULDER -t-I
OF ROAD (TYP) Tf,
PLUG PLUG
COUPLING I COUPLING
STDI.
VALVE C.I. AD AJSTABLI
BOX ADJUSTABLE VALVE BOX
VALVE BOX CHECK
CHECK VALVE
VALVE
THREADED
BRONZE
WATER LIN
TAPPING SADDLE fUNI-FLANGE 2" BRASS OR
OR SLEEVE -2- BRASS OR I 4' DUCTILE IRON 4'
RODS 4' DUCTILE IRON
WATER ` LONG RADIUS ELBOW `LONG RADIUS ELBOW
MAIN FOR FILL SECTIONS FOR FILL SECTIONS
THREADED t'-6' MIN ONLY
BRONZE ONLY 1'-6'MJN
WATER LINE PLUG W
THREADDD
RESILIENT SEAT. TAP ESILIENT SEAT,
EPDXY COATED, EPDXY COATED,
THREADED GATE THREADED GATE
VALVE VALVE
GENERAL NOTES:
1. INSTALL 2" BLOW -OFF ON 2" THRU 18" MAINS.
2. INSTALL 4" BLOW -OFF ON 20" OR LARGER MAIN.
3. IF THE SEPARATION BETWEEN THE CONTROL VALVE AND THE BLOW -OFF
DOES NOT ALLOW THE INSTALLATION OF THE CONCRETE PROTECTOR RINGS,
A 24" BY 24" BY 6" THICK CONCRETE PAD SHALL BE FORMED AND
POURED AROUND THE VALVE BOX, THE EDGE OF THE VALVE BOX RIM
MUST BE AT LEAST 8" FROM THE EDGE OF THE CONCRETE PAD.
BLOW -OFF DETAILS
NOT TO SCALE
UTILITY NOTE
WHEN A WATER MAIN OR SANITARY SEWER MAIN CROSSES OVER OR UNDER A STORM SEWER AND CONDITIONS
PREVENT THE REQUIRED 24" MIN VERTICAL SEPARATION, THE WATER MAIN OR SANITARY SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON PIPE WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. (SEE DETAIL BELOW)
-I 11-111=1 11-1 f 11 1 1 111=1 11=I I
WATER MAIN OR -
SANITARY SEWER
STORM
24" MIN.
a! 1=111=I 11=1 fhJ I f �I 11=1 11-i I
STORM SEWER
WATER MAIN OR -
SANITARY SEWER
24" MIN.
BORE PIT 10' (MIN)
SEE PLANS
O
F
END WALL x
W
RESTRAINED PUSH -ON
JOINT DUCTILE IRON
CARRIER PIPE
12' (ANN)-
F
CASING PIPE
CARRIER
RPE
WORK ZONE
dK
a
La
H
10' (MIN) RECEIVING
PIT
SEE PLANS
m
O
W
3' (MIN) COVER
SLORt -� .---------
COA`T'ED STEEL ENCASEMENT REFERENCE
WSACC DETAIL M2.0 "CASING SPIDER"
lqv
ANCHOR BLOCK `
TYPICAL ANCHORBLOCK
STREAM/CREEK CROSSINGS
(N -IS)
MOTN , -12- (mm)
CASING
tz- (UN)
12' (MIN)^
CONCF�T1
CASING
PIPE DTA
END WALL
1
ANCHOR AND CASING PIPE
1r CLEAR SPACE BErMTN
WALL
I I 24' (MIN) �c;RA1Rs.AR EMBEDMENT
J ,
2+" (MIN) _.
. I CONC!"E E (MACE
AGAINST UNDISTURBm
I _ SOIL OR ROCK
UNDISTURBED SOIL OR ROCK-"/ W O 72 O.C.
12` (ANN)f`aN EACH SOE
ELEVATION EVATION OF TRENH SM MEVATION
KEYED IN ulas-rURBEO
SOIL OR ROCK.
CONC. ANCHOR BLOCK
(NTS)
GENERAL NOTES:
I. SEE DRAWINGS FOR LOCATION, SIZE AND LENGTH OF STEEL
8 D 8"1 PIPE CASINGS.
2. INSTALL TWO (2) I -INCH DRAINS EACH SIDE OF CARRIER PIPE
IN DOWNHILL END WALL.
3. THE PTT/TRENCH EXCAVATION SHALL IN NO CASE BE CLOSER
CASING PSE 00 THAN 10 -FEET FROM THE TOP OF STREAM AND/OR CREEK
BANK.
CARRIER PIPE n 4. RESTRAINED PUSH -ON JOINT DUCTILE IRON CARRIER PIPE
SHALL EXTEND THROUGH CASING PIPE ASSEMBLY.
5. SEE WSACC DETAIL M2.0 "CASING SPIDER" FOR CASING PIPE
AND SPIDER REQUIREMENTS.
WEEP HOLES r L -
SEE NOTE 2 MMM IRICK MORTAR
1 PARI' PORTLAHO Ct7/LM
2 PAM SAND
O - DW OF CASING PIPE
END WALL SECTION
(NTS)
F 1 SIDE VIEW
C.
CARRIER PIPE
1
6•t
207.-359'
36'
359-50%
END VIEW
750%
16' OR ONE PER
B'
JOINT OF PIPE
A
B
A
B
LEGS ROTATED OUT OF POSITION
3
A
1.5'
3'
1.
6to
.CD
D
CASING PIPE
18'
12"
10"
CAIiR1ER PIPE
in
RAILROAD
7"
10'
12"
14"
N
6"
6"
18"
SPIDER DIMENSIONS
NOMINAL
O. D.
O. D.
a
A
4
B C
DIA.
3
9"
8"
24"
18"
13'
6"
6.90"
12.75"
6.188" 1275" 0.250"
11"
16"
2
8"
9.45"
181"
0.250" 18" 0.312"'
u1
15"
2 114'' 1"
12"
13.20"
24"
0.250" 24" 0.406"
22 112"
22"
C.
CARRIER PIPE
N_ 0`FES:
1. CARRIER PIPE IS RESTRAINED PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE.
2. SPIDERS, NUTS, BOLTS & WASHERS SHALL BE STAINLESS STEEL.
3. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
4. CASING PIPE MATERIAL IS STEEL.
WSACC
1 11109 SVM TAB WATER AND SEWER AUTHORITY
REVISION DATE BY CHKO OF CABARRUS COUNTY
NO -
4' WIDTH
TRENCH
CASING SPIDER
FILE NAME: M2.0 DATE: CiIIQ$
CONCRETE
2"
UNDISTURBED SOIL OR ROCK --1
FRONT ELEVATION
12"
12"
EACH WAY V
2"
1/2- CLEAR SPACE
BETWEEN ANCHOR AND
PIPE BELL
-GRANULAR EMBEDMENT
:ONCRETE (PLACE AGAINST
INDISTURBED SOIL OR
'OCK)
SIDE ELEVATION
CONC. ANCHOR BLOCK
N TS
ANCHOR SPACING
1
6•t
207.-359'
36'
359-50%
END VIEW
750%
16' OR ONE PER
B'
JOINT OF PIPE
A
B
A
B
LEGS ROTATED OUT OF POSITION
FOR CLARITY
A
B
A
B
C
D
CASING PIPE
18'
12"
10"
CAIiR1ER PIPE
HIGHWAY
RAILROAD
7"
10'
12"
14"
13"
6"
6"
18"
SPIDER DIMENSIONS
NOMINAL
O. D.
O. D.
WALL O. D. WALL
A
10"
B C
DIA.
19"
9"
8"
24"
18"
13'
6"
6.90"
12.75"
6.188" 1275" 0.250"
11"
16"
1114" 518„
8"
9.45"
181"
0.250" 18" 0.312"'
16 112"
15"
2 114'' 1"
12"
13.20"
24"
0.250" 24" 0.406"
22 112"
22"
3" 1
16"
17.44"
3ti"
0.312" 30" 0.500"
28112"
28"
114"
3112" 1
24"
25.80"
18"
0.375" 36" 0.5625"
34112"
37"
112"
4" 2.,
16"
S4"
38"
PIPE SUPPORT ASSEMBLY MARK NUMBER
36"
18"
NOMINAL
18"
1
2
42"
54"
J24"-
DIA
68"
68"
50"
3
36"
4
6"'
2&"
8" X 2" X 114" PL
6" X 1 112" X 114" PL
6" X 114"
PL
318" NUT & BOLT
$„
8"X3"X114" PL
6"X3114"X114" PL
6")(114"
PL
112"NUT &BOLT
12"
8"X4"X114" PL
6"X351$"XNO" PL
6"X318"
PL
112T' NUT &BOLT
16"
8" X 4" X 318" PL
6" X 4 3W' X 318" PL
6" X 318"
PL
112" NUT & BOLT
24"
8" X 4" X 318" PL
6" X 5 112" X 318" PL
6" X 318"
PL
112" NUT & BOLT
N_ 0`FES:
1. CARRIER PIPE IS RESTRAINED PUSH -ON JOINT DIP, PROVIDE TWO SPIDERS PER
JOINT OF CARRIER PIPE.
2. SPIDERS, NUTS, BOLTS & WASHERS SHALL BE STAINLESS STEEL.
3. ADJUST HEIGHT OF SPIDERS AS NECESSARY TO MAINTAIN SPECIFIED SLOPE.
4. CASING PIPE MATERIAL IS STEEL.
WSACC
1 11109 SVM TAB WATER AND SEWER AUTHORITY
REVISION DATE BY CHKO OF CABARRUS COUNTY
NO -
4' WIDTH
TRENCH
CASING SPIDER
FILE NAME: M2.0 DATE: CiIIQ$
CONCRETE
2"
UNDISTURBED SOIL OR ROCK --1
FRONT ELEVATION
12"
12"
EACH WAY V
2"
1/2- CLEAR SPACE
BETWEEN ANCHOR AND
PIPE BELL
-GRANULAR EMBEDMENT
:ONCRETE (PLACE AGAINST
INDISTURBED SOIL OR
'OCK)
SIDE ELEVATION
CONC. ANCHOR BLOCK
N TS
ANCHOR SPACING
SLOPE
MAX. DISTANCE
207.-359'
36'
359-50%
24'
750%
16' OR ONE PER
SM of
1 1
JOINT OF PIPE
FINISH GRADE
SFE NOTE 2 1
1 3'-0' MIN. COVER
3/4' OR 1" COPPER SERVICE Sfh
CON-"NUOUS RUN OF TUBING FRO
AWN TO ANGLE VALVE
SIDE VIEW
NOT TO SCALE
GENERAL NQTES:
1. REFER TO THE CITY OF CONCORD SPECIFICATIONS FOR ACCEPTABLE MANUFACTURES OF
MATERIALS.
2. PROVIDE 12" BRASS NIPPLE PAST BOX
3. THE METER HOUSING SHALL BE MID STATE PLASTICS OR EQUAL;
3/4 -INCH BOX MSBCF - 1118-12XL AND LID MSCBC-1118- RTR; AND
1 -INCH BOX MSBCF -1324-12XL AND LID MSCBC-1324- RTR. METER BOX RIM
SHALL BE SET FLUSH WITH FINAL GRADE. THE WATER METER BOX ASSEMBLY SHALL
NOT BE LOCATED WITHIN A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
4. ALL APPURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS
GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION CONNECTION; SHALL BE
INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO AN EXISTING MAIN.
5. THE BASE OF THE METER BOX MUST HAVE AT LEAST 6 -INCHES TO 8 -INCHES OF
#57 WASHED STONE.
/- ZONING SETBACK
PROPERTY LINE
-------------
w CITY OF CONCORD
METER
T:1
� cn
o�
e�
~ PUBLIC WATER MAIN
3/4" & 1" RESIDENTIAL WATER SERVICE DETAIL
N.T.S.
UNDISTURBED
SOIL (TYP.)
PLAN -BENDS
k
45'
o-
e'
ao..a e
18" MIN. -10" DIA. OR LESS
24" MIN. --12" DIA. OR GREATER
SECTION X -X
BENDS & TEES
X
PLAN -TEES
18" MIN. �f 1- 24" MIN.,
10" DIA. I I 12"0+ & UP
& LESS J
C -PLAN
D=ELEVA110N
PLAN & ELEVATION
PLUGS
PIPE
CITY OF CONCORD
STANDARD DETAIL
TYPICAL
ANCHOR BLOCK
BEND
45'
BEND
No. Dale REVIsI(IN
Checked BY
SVM
Approved ELy
Date
08/15
SM of
1 1
FINISH GRADE
SFE NOTE 2 1
1 3'-0' MIN. COVER
3/4' OR 1" COPPER SERVICE Sfh
CON-"NUOUS RUN OF TUBING FRO
AWN TO ANGLE VALVE
SIDE VIEW
NOT TO SCALE
GENERAL NQTES:
1. REFER TO THE CITY OF CONCORD SPECIFICATIONS FOR ACCEPTABLE MANUFACTURES OF
MATERIALS.
2. PROVIDE 12" BRASS NIPPLE PAST BOX
3. THE METER HOUSING SHALL BE MID STATE PLASTICS OR EQUAL;
3/4 -INCH BOX MSBCF - 1118-12XL AND LID MSCBC-1118- RTR; AND
1 -INCH BOX MSBCF -1324-12XL AND LID MSCBC-1324- RTR. METER BOX RIM
SHALL BE SET FLUSH WITH FINAL GRADE. THE WATER METER BOX ASSEMBLY SHALL
NOT BE LOCATED WITHIN A ROAD, STREET, DRIVEWAY, SIDEWALK OR DRAINAGE FEATURE.
4. ALL APPURTENANCES FOR THE INSTALLATION OF THE WATER METER; THE METER, BRASS
GROUND LOCKABLE METER CUTOFF, GASKETS, AND EXPANSION CONNECTION; SHALL BE
INSTALLED BY THE CITY OF CONCORD, IF CONNECTION IS TO AN EXISTING MAIN.
5. THE BASE OF THE METER BOX MUST HAVE AT LEAST 6 -INCHES TO 8 -INCHES OF
#57 WASHED STONE.
/- ZONING SETBACK
PROPERTY LINE
-------------
w CITY OF CONCORD
METER
T:1
� cn
o�
e�
~ PUBLIC WATER MAIN
3/4" & 1" RESIDENTIAL WATER SERVICE DETAIL
N.T.S.
UNDISTURBED
SOIL (TYP.)
PLAN -BENDS
k
45'
o-
e'
ao..a e
18" MIN. -10" DIA. OR LESS
24" MIN. --12" DIA. OR GREATER
SECTION X -X
BENDS & TEES
X
PLAN -TEES
18" MIN. �f 1- 24" MIN.,
10" DIA. I I 12"0+ & UP
& LESS J
C -PLAN
D=ELEVA110N
PLAN & ELEVATION
PLUGS
PIPE
90'
BEND
45'
BEND
22-1/2'
BEND 11-1/4'
BEND
TEE
PLUG
SIZE
A
B
A
B
A
B
A
B
A
B
C
D
4"
18'
12"
10"
13"
7"
10"
7"
10'
12"
14"
13"
6"
6"
18"
12"
10"
13"
7"
10"
7"
10"
12"
14"
19"
9"
8"
24"
18"
13'
18"
10"
12"
10"
12"
16"
18"
25"
11"
10"
28"
22"
15"
22"
12"
15"
12"
15"
20"
22"
31"114"1
12"
32"
28"19"
28"
14"
18"
14"
18"
22"
28"
37"
16"
S4"
38"
30"
36"
18"
36"
18"
36"
36"
42"
54"
J24"-
24"
68"
68"
50"
50"
36"
36"
26"
2&"
68"'68"
68"
k -^Nu B VKAVLL VEI" CLAY)
NOTES -
1. BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE.
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS..
THRUST BLOCKING DETAIL
NOT TO SCALE
2'-O"x2'-0" CONCRETE
PROTECTOR RING
(SEE NOTE 1)
4 C
EDGE OF PAVEMENT I 2 -PIECE
SLIDE -TYPE
VALVE BOX
TRACER WIRE
WATER VALVE
3' 0" MIN.
NOTE:
I. USE PROTECTION RING IN SHOULDER OF ROAD.
TYPICAL
VALVE BOX PROTECTION
NOT TO SCALE
NORTH CARO LIN A
High Perfarmanee Living
R®SII
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
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Surveyor's Seal
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CHECKED BY: EAB
SCALE: AS SHOWN
DATE: 12/18/15'
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DESIGNED BY: CMS
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DRAWN BY: BCC
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CHECKED BY: EAB
SCALE: AS SHOWN
DATE: 12/18/15'
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PROJECT NUMBER: 2015-008
SHEET: 12 OF: 14

TEMPORARY DIVERSION DITCH
CONSTRUCTION AND MAINTENANCE
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS,
AND OTHER OBJECTIONABLE MATERIAL.
2. ENSURE THAT THE MINIMUM CROSS SECTION MEETS ALL DESIGN
REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE iS NOT LOWER AT ANY
POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED
SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING
DAYS.
6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW AREA AND REPAIR ANY DAMAGE. WHEN
CONSTRUCTION AREA IS PERMANENTLY STABILIZED, REMOVE
RIDGE AND CHANNEL AND BLEND TO NATURAL GROUND LEVEL
AND APPROPRIATELY STABILIZE.
REFERENCE DETAIL BELOW
2' MiN.-•{
2:1 SLOPE (OR FLATTER)
COMPACTED SOiL
SLOPE TO
SENSITIVE AREA
6' TYPICAL MAINTAIN POSITIVE GRADE
iN DITCH
(1.0% GRADE MAX.)
TEMPORARY EARTHEN DIVERSION DIKE WiTH TRAPEZOIDAL DiTCH
GRADES OF TEMPORARY DIVERSION DITCHES TO FOLLOW NATURAL SLOPE OF GROUND,
* PLANTED VEGETATIVE COVER SHALL BE INET AREAS SPECIES.
CHECK DAM (TEMPORARY)
CONSTRUCTION AND MAINTENANCE
1. PLACE STONES (2" TO 15") ON FILTER FABRIC WHERE SPECIFIED ON THE
CONTRACT DRAWINGS.
2. CONSTRUCT TEMPORARY CHECK DAM AS SHOWN IN THE DETAIL.
3. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF
THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM.
4. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM OVERFLOW.
5. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
6. CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CULVERTS AND STORM
DRAiN ENTRANCES.
7. INSPECT CHANNELS AND DAMS AFTER EACH RUNOFF EVENT. CLEANOUT AND
SPREAD SEDIMENT IF DIRECTED BY INSPECTOR.
1.5"
FABRIC AJ
CLASS A OR B
EROSION CONTROL ON WASH STONE
STONE ON UPSTREAM FACE
24" MAX.
0 CENTER FLOW
FILTER
FABRIC
SECTION "A A"
6" L
WAST
HALF -RING INLET PROTECTION
INLET
FLOW
PLAN VIEW
PROFILE ViEW
TEMPORARY STONE INLET PROTECTION CONSTRUCTED FROM
3" RIP -RAP WITH 2:1 SiDE SLOPES AT A DEPTH OF 1.5'
WITH A 6" LAYER OF #57 WASHED STONE ON THE SiDE
AWAY FROM THE INLET.
DUST CONTROL
1. CONTRACTOR SHALL CONTROL DUST FROM EQUIPMENT USE
OF UNPAVED ROADS BY SPRINKLING WITH WATER UNTIL
THE SURFACE IS WET.
2. DUST CONTROL MEASURE(S) SHALL BE USED THROUGH DRY
WEATHER UNTIL ALL DISTURBED AREAS HAVE BEEN
STABILIZED.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
USE WASHED STONE
2"-3" THICK
12' WiDE (MIN.) RO-�
50' LONG (MiN.) PV
2
2"-3" MIN.
SEDIMENT FENCE
CONSTRUCTION AND MAINTENANCE
1. CONSTRUCT THE SEDIMENT BARRIER USiNG A SYNTHETIC FILTER FABRIC OF AT LEAST
953 BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
CONSTRUCiiON LIFE AT A TEMPERATURE RANGE OF 0 TO 120 F.
2- ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH MINIMUM
LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
3. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES
ABOVE THE GROUND SURFACE. [HIGHER FENCES MAY IMPOUND VOLUMES OF WATER
SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.]
4. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF
THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN
THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO
THE NEXT POST.
5. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY
TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE
BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE
UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A
MINIMUM 50 POUND TENSILE STRENGTH.
6. WHEN A WIRE MESH SUPPORT POST IS USED, SPACE POSTS AT A MAXIMUM OF 8
FEET APART. SUPPORT POST SHOULD BE DRIVEN SECURELY INTO THE GROUND TO A
MINIMUM OF 24 INCHES.
7. EXTRA ---STRENGTH FILTER FABRIC WITH 6 -FOOT POST SPACING DOES NOT REQUIRE A
WIRE MESH SUPPORT FENCE. WIRE THE FILTER FABRIC DIRECTLY TO THE POSTS.
8. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE
PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER. PLACE 12 INCHES OF
THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. BACKFILL THE TRENCH
WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION
OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
9. STEEL POSTS TO BE USED ONLY. WOODEN POSTS NOT ALLOWED.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
11. INSPECT STRUCTURE EACH WEEK AND AFTER SIGNIFICANT RAINFALL. MAKE REPAIRS
IMMEDIATELY. REPLACE BURLAP EVERY 60 DAYS. SEDIMENT IS TO BE DISPOSED OF
PROPERLY. WHEN CONSTRUCTION AREA HAS BEEN PERMANENTLY STABILIZED, REMOVE
STRUCTURE AND UNSTABLE SEDIMENT. SMOOTH, BLEND, AND STABILIZE AREA.
•/ . - If t
�=:�
EXTEND FABRIC & WIRE
INTO THE TRENCH
4"
18" MAX.
,;OMPACTED
FILL
STEEL POST
CHECK DAM (TEMPORARY)
W/ TEMPORARY IN -DITCH SEQIMENT TRAP DETAIL
1.5" A
MiN.
I I L. 4' MIN WEIR A
FILTER
FABRIC
CLASS A OR B
EROSION CONTROL
STONE
12" WASH STONE
ON UPSTREAM FACE
FLOW 24" Max
0 CENTER
FILTER
FABRIC
SECTION 'A - A"
L IN -BITCH TEMP
SEDIMENT TRAP
261X1D'WX2'D
1. PLACE STONES (2" TO 15") ON FILTER FABRIC WHERE SPECIFIED ON THE
CONTRACT DRAWINGS.
2. CONSTRUCTION CHECK DAM W/ TEMPORARY iN-DITCH SEDIMENT TRAP
AS SHOWN IN THE DETAIL. EXCAVATE THE BASIN PER SPECIFIED
DIMENSIONS WITHIN THE EXISTING DITCH.
3. FORM AT LEAST A 2' WEIR WITHIN CENTER OF CHECK DAM SUCH THAT
THE STORM WATER FLOW PASSES OVER THE WEIR.
4. PROVIDE AT LEAST 12' OF WASHED STONE ON THE UPSTREAM FACE OF
THE STONE CHECK DAM,
5. ENSURE PROTECTION OF THE CHANNEL BELOW THE LOWEST DAM FROM
OVERFLOW.
6. ENSURE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. CHECK FOR STONE BLOCKAGE AFTER EVENTS OF RAIN AT CUL'V'ERTS
AND STORM DRAIN ENTRANCES.
8. INSPECT CHANNELS AND BASINS AFTER EACH RUNOFF EVENT.
CLEANOUT AND DISPOSE OF THE SEDIMENT AND DEBRIS PROPERLY.
I -STRUCTURAL STONE SHALL BE CLASS "B'
STONE
FOR EROSION CONTROL PURPOSES.
2 -SEDIMENT CONTROL STONE SHALL BE
NO. 57 OR NO. 57 STONE.
3. HARDWARE CLOTH SHALL BE ANCHORED TO
THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH
SHALL BE KEYED IN A MINIMUM OF 12 INCHES
IN LENGTH AND BACKFILLED PROPERLY AS
SHOWN IN DETAIL. HARDWARE CLOTH TO BE
SAME AS STD. #30.09 (19 GAUGE, Y,:" SPACING).
MAINTENANCE NOTES:
1. FILTER OUTLETS SHALL BE INSPECTED BY
THE FINANCIALLY RESPONSIBLE PARTY OR HIS
AGENT IMMEDIATELY AFTER EACH RAINFALL AND
AT LEAST DAILY DURNING PROLONGED RAINFALL
ANY REPAIRS NEEDED SHALL BE MADE
IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY
AFTER ANY EVENT THAT HAS CLOGGED OR
REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED
WHEN DEPOSITS REACH HALF THE HEIGHT OF
THE BARRIER. ANY SEDIMENT DEPOSITS
REMAINING IN PLACE AFTER THE SILT FENCE
OUTLET IS REMOVED BE DRESSED To CONFORM
TO THE EXISTING GRADE, PREPARED AND
SEEDED.
i I I CE
& FOS
--I3'
MAX.
STRUCT
STM
19 GAUGE HAR,,,.,,
SECTION "A -A" CLOTH Y4" OPENINGS
P(
D
STONE OUTLET WITH HARDCLOTH
AT NT FENCE
31
a
TOP VIEW
FRONT VIEW
ENVIRONMENTAL PROTECTION
SEDIMENTATION AND EROSION CONTROL
ALL EXISTING SENSITIVE LAND FEATURES AND STRUCTURES SHALL BE PROTECTED FROM
EROSION AND SEDIMENTATION. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT
LIMITED TO, ALL DOWNSTREAM PROPERTY, NATURAL WATERWAYS, STREAMS, WETLANDS,
YARDS, LAKES AND PONDS, CATCH BASINS, DRAINAGE DITCHES, ROADS, GUTTERS, AND
NATURAL AREAS.
SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE PROVIDED AND MAINTAINED BY THE
CONTRACTOR, AT HIS EXPENSE, THROUGHOUT THE LIFE OF THE CONTRACT AND DURING THE
CONTRACT WARRANTY PERIOD, FOR ALL AREAS THAT ARE GRADED OR DISTURBED AS A RESULT
OF THE CONTRACTOR'S WORK ACTIVITY. CONTROL MEASURES SHALL CONSIST OF APPROVED
PRACTICES FOUND IN THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND AS SHOWN ON THE CONSTRUCTION DRAWINGS AS APPROVED BY THE N.C. DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES DIVISION OF LAND RESOURCES AND INSTALLED AS SUCH.
IN THE EVENT THAT LOCAL CONDITIONS CHANGE TO RENDER DESIGNED SEDIMENTATION AND
EROSION CONTROL INEFFECTIVE, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DIRECTOR
OF ENGINEERING FOR A FIELD CHANGE DISPOSITION.
AFTER DISTURBED AREAS ARE STABILIZED AND ALL TEMPORARY MEASURES REMOVED, THE
SEDIMENT SHALL BE SPREAD IN A MANNER NOT TO ADVERSELY AFFECT PROTECTION
PROCEDURES AND THEN THE AREA SHALL BE SEEDED AND MULCHED. OTHERWISE, SEDIMENT IS
TO BE DISPOSED OF BY HAULING AND SPREADING AS DETAILED ON THE DIVISION OF LAND
RESOURCES' APPROVED SEDIMENTATION AND EROSION CONTROL DRAWINGS.
PROTECTION OF WETLANDS
ALL AREAS SHOWN AS WETLANDS ON THE CONSTRUCTION DRAWINGS SHALL BE PROTECTED BY
DIRECTIONS GIVEN ON THE PLANS AND ALL WORK WITHIN THESE AREAS SHALL BE IN
ACCORDANCE WITH PROVISIONS AS SET FORTH IN THE ARMY CORPS OF ENGINEERS 404 PERMIT,
THE N.C. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES 401 PERMIT/CERTIFICATION,
AND THE DIVISION OF LAND RESOURCES' LETTER OF APPROVAL.
SEEDING, GROUND COVERS, AND MULCHING
AREAS DAMAGED BY CONSTRUCTION WORK SHALL BE RESTORED TO A CONDITION APPROVED BY
THE DIRECTOR OF ENGINEERING BY WORKING, FERTILIZING, SEEDING, AND MULCHING.
SEEDING SHALL BE DONE WITHIN FIVE (5) DAYS AFTER THE INITIAL GROUND DISTURBANCE.
THE BED SHALL BE PREPARED BY PULVERIZING THE SOIL TO A DEPTH OF THREE INCHES.
TILLAGE SHALL CONTINUE UNTIL A WEATHER -PULVERIZED, FIRM, AND UNIFORM SITE IS PREPARED
CONFORMING TO ADJACENT PROPERTY. THE SOIL MUST BE LOOSE ENOUGH FOR WATER
INFILTRATION AND ROOT PENETRATION. GOOD DRAINAGE MUST BE PROVIDED AND VISIBLE
PONDING WILL NOT BE ALLOWED. ALL STONES, ROCKS, STICKS, RUBBISH, AND OTHER
OBJECTIONABLE MATERIAL SHALL BE REMOVED PRIOR TO FERTILIZATION. THE pH OF THE
SOIL SHALL BE NON-TOXIC TO THE SEED MiXTURE. PLANT SMALL GRAINS NO DEEPER THAN
1 INCH AND GRASSES/LEGUMES NO DEEPER THAN 1/2 INCH. PLANTING IS TO BE UNIFORM
iN SCATTER PATTERN.
.,�.°� Vii•• =ti'�i =moi yi.
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1" REBAR FOR BAG
REMOVAL FROM INLET
(REBAR NOT INCLUDED)
CURB
OPENING
FOAM
SIDE VIEW
(INSTALLED)
INSTALLATION DETAIL
DETAIL. OF INLET SEDIMENT CONTROL DEVICE
WITH CURB DEFLECTOR
SPECIFiCATIONS
NOTE: THE SILTSACK WILL BE MANUFACTURED
FROM
A WOVEN
POLYPROPYLENE
FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING
SPECIFICATIONS.
REGULAR FLOW SILTSACK
effective August 3, 2011 issued by the North Carolina
Department of Environment and Natural
(FOR AREAS OF LOW TO MODERATE PRECIPITATION AND
RUN-OFF)
PROPMES TEST NEiFK1D
land -disturbing activity, with the following
UNil5
cover shall be provided in 14 calendar days
GRAB TENSILE STRENGTH
ASTM
D-4632
300 LBS
GRAB TENSILE ELONGATION
ASTM
0-4632
20
PUNCTURE
ASTM
D-4833
120 LBS
MULLEN BURST
ASTM
D-3786
800 PSI
TRAPEZOID TEAR
ASTM
D-4533
120 LBS
UV RESISTANCE
ASTM
D-4355
80
APPARENT OPENING SIZE
ASTM
D-4751
40 US SIEVE
FLOW RATE
ASTM
D-4491
40 GAL/MiN,/SQ FT
PERMITTIVITY
ASTM
D-4491
0.55 SEC -1
HI -FLOW SILTSACK
4000# Limestone
Areas Beyond the Mowing
Pattern, Waste and Borrow Areas
(FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AND RUN --OFF)
GRAB TENSILE STRENGTH
ASTM
D-4632
265 LBS
GRAB TENSILE ELONGATION
ASTM
D-4632
20
PUNCTURE
ASTM
D-4833
135 LEIS
MULLEN BURST
ASTM
D-3786
420 PSI
TRAPEZOID TEAR
ASTM
D-4533
45 LBS
UV RESISTANCE
ASTM
D-4355
90 %
APPARENT OPENING SIZE
ASTM
D-4751
20 US SIEVE
FLOW RATE
ASTM
D-4491
200 GAL/MIN/SQ FT
PERMITTIVITY R
ASTM
D-4491
1.5 SEC -1
(FOR AREAS WHERE THERE IS A CONCERN FOR
OiL RUN-OFF OR
SPILLS)
DEPENDING ON YOUR PARTICULAR APPLICATION, THE
SILTSACK
CAN BE MADE FROM
EITHER ONE OF THE ABOVE FABRICS WITH AN
OIL-ABSORBANT
PILLOW INSERT OR,
MADE COMPLETELY FROM AN OIL-ABSORBANT
SILTSACK , WITH
A WOVEN PILLOW INSERT.
STABILIZATION REQUIREMENTS
Stabilization Re uirements:
CL
(11-4-11)S-3
'tt
Stabilization for this project shall comply
with the time frame guidelines as specified by the
NCG-010000 generol construction permit
effective August 3, 2011 issued by the North Carolina
Department of Environment and Natural
Resources Division of Water Quality. Temporary or
permanent ground cover stabilization
shall occur within 7 calendar days from the last
land -disturbing activity, with the following
exceptions in which temporary or permanent ground
cover shall be provided in 14 calendar days
from the last land -disturbing activity:
• Slopes between 2:1 and 3:1, with a
slope length of 10 ft. or less
• Slopes 3:1 or flatter, with a slope of
length of 50 ft. or less
• Slopes 4:1 or flatter
N
The stabilizotion timeframe for High Quality Water (HQW) Zones shall be 7 calendar days with no
exceptions for slope grodes or lengths.
High Quality Water Zones (HQW) Zones are defined by
North Carolina Administrative Code 15A
NCAC 04A.0105 (25). Temporary and permanent ground
cover stabilization shall be achieved in
accordance with the provisions in this contract and as
directed.
aY
SEEDING AND MULCHING:
(West)
The kinds of seed and fertilizer, and the
rates of application of seed, fertilizer, and limestone,
shall be as stated below. During periods
of overlapping dates, the kind of seed to be used shall
be determined. All rates are in pounds
per acre.
Shoulder
and Median Areas
August 1 - June 1
May 1 - September 1
20# Kentucky Bluegrass
20# Kentucky Bluegrass
75# Hord Fescue
75# Hard Fescue
25# Rye Grain
10# German or Browntop Millet
500# Fertilizer
500# Fertilizer
4000# Limestone
4000# Limestone
Areas Beyond the Mowing
Pattern, Waste and Borrow Areas
August I - June i
May 1 - September 1
100# Tall Fescue
100# Tall Fescue
15# Kentucky Bluegrass
15# Kentucky Bluegrass
30# Hord Fescue
30# Hard Fescue
25# Rye Grain
10# German or Browntop Millet
500# Fertilizer
500# Fertilizer
4000# Limestone
4000# Limestone
Approved Tall Fescue Cultivars
2nd Millennium Duster
Magellan Rendition
Avenger Endeavor
Masterpiece Scorpion
Barlexas Escalade
Matador Shelby
Borlexas II Falcon Ii, Ili, iV
& V Matador GT Signio
Barrera Fidelity
Millennium Silverstor
Barrington Finesse 11
Montauk Southern Choice II
Biltmore Firebird
Mustang 3 Stetson
Bingo Focus
Olympic Gold Tarheel
Bravo Grande iI
Padre Titan Ltd
Cayenne Greenkeeper
Paraisc, Titanium
Chapel Hill Greystone
Picasso Tomahawk
Chesapeake Inferno
Piedmont Tocer
Constitution ,Justice
Pure Gold Trooper
Chipper Jaguar 3
Prospect Turbo
Coronado Kalahari
Quest Ultimate
Coyote Kentucky 31
Rebel Exedo Watchdog
Davinci Kitty Hawk
Rebel Sentry Wolfpack
Dynasty Kitty Hawk 2000
Regiment Il
Dominion Lexington
Rembrandt
Approved Kentucky
Bluegrass Cultivars
Alpine Borins
Envicta Rugby
Apollo Bedazzled
Impact Rugby II
Arcadia Bordeaux
Kenblue Showcase
Arrow Champagne
Midnight Sonoma
Award Chicago II
Midnight II
Approved Hard Fescue Cultivars
Chariot Nordic
Rhino Warwick
Firefly Oxford
Scoldis II
Heron Reliant II
Spartan II
Minotaur Reliant iV
'Stonehenge
On cut and fill slopes 2:1 or steeper add
20# Sericea Lespedeza January 1 -December 31.
Fertilizer shall be 10-20-20 analysis. A
different analysis of fertilizermay be used provided the
1-2-2 ratio is maintained and the rate
of application adjusted to provide the some amount of
plant food as a 10-20-20 analysis and as
directed.
NOTES:
STRUCTURAL STONE SHALL BE STONE FOR EROSION
CONTROL CLASS 'B" AND SHALL BE PAID FOR AT
THE CONTRACT UNiT PRfCE PER TON 'STONE FOR
EROSION CONTROL CLASS 'B"'.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS "A" STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DiTCH
OF PAVEMENT GRADE LESS THAN 3%. PAYMENT SHALL BE UNIT
PRICE PER TON 'STONE FOR EROSION CONTROL
CLASS A"'.
SEDIMENT CONTROL STONE SHALL BE NO. 5 OR 57
STONE AND SHALL BE PiVD FOR AT THE CONTRACT
UNIT PRICE PER TON "SEDIMENT CONTROL STONE".
SEDIMENT CONTROL STONE SHALL BE USED AS
DIRECTED BY THE ENGINEER.
ISOMETRIC VIEW
1MIN. NATURAL GROUND
CROSS SECTION - -
VEE DITCH FLOW
OPTIONAL TYPE 'B"
SILT BASIN
L__
CHECK DAM
BASE OF DITCH
-c�n,urr.R -12" MIN.
4'-6-
i2- TRICK SEDIMENT
CONTROL STONE
ELEVATION VIEW
SEDIMENTATION AND EROSION CONTROL LEGEND
ED GLS) CHANNEL, GRASS -LINED
iORRIM CHANNEL, RIP -RAP & PAVED
CHECK DAM
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
QRS- CONSTRUCTION ROAD STABILIZATION
---'D- DIVERSION (PERMANENT)
STD- DIVERSION (TEMPORARY)
DROP INLET PROTECTION, FABRIC
DUST CONTROL
1-7, FiLTER DAM
GC GROUND COVERS
9
® INLET PROTECTION, BLOCK & GRAVEL
OUTLET STABILIZATION STRUCTURE
RR RIP -RAP
ROCK DAM
SEDIMENT BASIN
SEDIMENT FENCE (SILT FENCE)
SEDIMENT TRAP (TEMPORARY)
PS SEEDING (PERMANENT)
TS SEEDING (TEMPORARY)
MULCHING
P STREAM CROSSING (PERMANENT)
T( STREAM CROSSING (TEMPORARY)
STREAM BANK STABILIZATION (VEGETATION)
STREAM BANK STABILIZATION (STRUCTURE)
TREE PROTECTION
-WB- WATER BARS (ROW DIVERSION)
© TRACKING
DEFINITION
A sediment control barrier formed around a storm drain inlet by the use of
standard concrete block & gravel.
PURPOSE
To help prevent sediment from entering storm drains before stabilizing the
contributing watershed. This practice allows early use of the storm drain system.
CONSTRUCTION
SPECIFICATIONS
11 La� k on each side of the structure on its side in the bottom row to
allow pool drainage. The foundation should be excavated at feast 2 inches below
the crest of the storm drain. Place the bottom row of blocks against the edge of
the storm drain for lateral support and to avoid washouts when overflow occurs,
If needed, give lateral support to subsequent rows by placing 20 wood studs
through block openings.
2 Carefully Fit hardware cloth or comparable wire mesh with 1/2 inch openings
over all block openings to hold gravel in place.
3 Use clean gravel, 3/4 to 1/2 inch in diameter, placed 2 inches below the top
of the block on a 2.1 slope or flatter and smooth it to an even grade. dot 157
washed stone is recommended.
4 If only stone and gravel are used, keep the slope toward the inlet no steeper
than 3:1. Leave a minimum 1 ft. wide level stone area between the structure and
around the inlet to prevent gravel from entering inlet. On the slope toward the
inlet, use stone 3 inches in diameter or larger. On the_ slope away from the inlet
use 1/2 - 3/4 inch gravel (ncdot 157 washed stone) at a minimum thickness
Of 1 ft.
(MAINTENANCE
Inspect the barrier after each rain and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for subsequent rains.
When the contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil, and either salvage or dispose of it properly. Bring disturbed
area to proper grade, then smooth and compact it. Appropriately stabilize all bare areas
around the inlet.
LAY ONE BLOCK ON
SIDE IN EACH FACE (4
TOTAL FOR DEWATERIN
(CONCRETE BLOCK -r
c
0
SECURE FENCE
AS SHOWN
GRAVEL
FILTER
USE SILT FENCING ON ALL
SIDES BACKED WiTH HOG
WIRE AS SHOWN IN
DETAIL 15-2.
2.1 SLOPE, GRAVEL FILTER
/
NLET PROTECTION
BLOCK & GRAVEL
TT10
,TH CAROLINA
High Perfcrrmrance Living
_;,t,IIII
PREPARED BY
ENGINEERING DEPARTMENT
CITY OF CONCORD
P.O. BOX 308
CONCORD N.C. 28026
[phone]
S
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17577 e7 �`
Engineer's Seal
Surveyors Seal
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