20131006 Ver 1_More Info Received_20131106

F"hWK
DICKSON
community Infrastructure consultants
November 6, 2013
Laurie Dennison
NC Division of Water Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
Ms. Dennison,
12- ►flt7(0
The attached $240.00 payment is remitted to NCDWR for the 401 WQ Certification of the Tanyard
Branch Sanitary Sewer Improvements Project (DWQ 2013 - 1006). This was requested by Sue
Homewood (Winston Salem Regional Office) due to proposed excavation within 10 feet of a channel
bank on line parallel to the channel. No changes to stream impacts have been made from the original
submittal. The USACE 404 Approval was received on October 7, 2013 via email. Alterations to the
plans since the original submittal are discussed below.
• An erosion control general note was added requesting a pump around for any excavation
occurring within five feet of the channel bank (Sheet G1). This includes point repairs and line
replacement. LOD encroachments near the channel banks solely for access only, not
excavation, will not require a pump around.
• An erosion control general note was added requesting the contractor to leave stumps and root
mats undisturbed where feasible on channel banks (Sheet G1).
I also wanted to make you aware that Land Quality made the following comment regarding the
erosion control plan. Our response is below in blue.
On drawing 16 for stream crossing CR2, it appears the proposed 12" casing will be
installed above the bottom of the stream and impound water. Please clarify. If so, Provide
documentation from DWR allowing the stream disruption (for all crossings that disrupt
stream flow).
Response: We are replacing a substandard service lateral crossing with a more suitable
crossing. The existing service lateral is already disrupting the stream flow. We are in the process
of providing a 401 Certification with DWR and we will provide documentation from DWR for
this crossing.
The existing service crossing at CR2 is lying on the streambed and obstructing flow. The proposed
crossing will be on the existing alignment but lowered as much as feasible. However, it will still be
exposed. Further, the service line will be encased in steel to further increase protection.
720 Corporate Center Drive
Raleigh, NC 27607
Tel. [phone]
Fax [phone]
www wkdickson com
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Transportation • Water
ECEIVE'
NOV - 6, 2013

Thank you for your prompt attention to this important project and please let me know if you have any
questions or require any additional information to complete the 401 Certification.
Sincerely,
W.K. Dickson & o., Inc.
Daniel Ingram
Project Scientist
cc: Sue Homewood, NCDWR Winston Salem Regional Office
Mark Fisher, PE, WK Dickson Project Manager

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JOHN E, GROGAN
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WAYNE TUGGLE SR.
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DONNA TURNER
JIM BURNETTE
GENE IIAGOOD
JERRY EPPS
DARRYL CARTER
JERRY ELLIS
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TANYARD BRANCH BASIN
SANITARY SEWER IMPROVEMENTS
NCDENR DIVISION OF WATER QUALITY PROJECT NO. CS370458 -06
VICINITY MAP
NTS
PUBLIC WASTEWATER SYSTEM
The City of Eden consents to the improvements and rehabilitation of the City's public sewer system as shown
on these drawings The material and construction methods used for this project shall conform to the City of
Eden Standards and Speaficadon
City of Eden
North Carolina Permit Number
Author¢ation of Construct
720 COWMAR CflITER DIM Date
aAt�inre Mass
WDICKSON ofr"
No 1:1 cawkw
nr Ineo.truoba. aauatarb South
NC LICENSE F-0374
13-10019
NOV - O 201,3
INDEX OF DRAWINGS
DWG NO. DRAWING TITLE
COVER COVER
G1 GENERAL NOTES & LEGEND
G2 DRAWING INDEX MAP
EC1 EROSION CONTROL
EC2 EROSION CONTROL
EC3 EROSION CONTROL
EC4 EROSION CONTROL
EC5 EROSION CONTROL
EC6 EROSION CONTROL
1 TANYARD BRANCH IN SITU LINING STA 0+00 TO 20+00
2 TANYARD BRANCH IN SITU LINING STA 20+00 TO 40+00
3 TANYARD BRANCH IN SITU LINING 40+00 TO 61+00
4 TANYARD BRANCH IN SITU LINING (GLOVENIA & GREENWOOD)
5 CHERRY BRANCH IN SITU LINING
6 CHERRY BRANCH ( MONROE ST) IN SITU LINING
7 CENTER CHURCH ST OUTFALL INSITU LINING
8 HENRY ST OUTFALL INSITU LINING
9 EARLY ST OUTFALL INSITU LINING
10 N BRIDGE ST OUTFALL INSITU LINING
11 TANYARD BRANCH -SOUTH SEWER REPLACEMENT
12 TANYARD BRANCH SEWER REPLACEMENT
13 TANYARD BRANCH SEWER REALIGNMENT
14 TANYARD BRANCH SEWER REALIGNMENT
15 TANYARD BRANCH SEWER REALIGNMENT
16 BOONE RD SEWER REALIGNMENT
17 EARLY AVE & CHERRY ST SEWER REPLACEMENT
18 TAYLOR ST INSITU LINER & SEWER REPLACEMENT
19 MOIR ST INSITU LINER & SEWER REPLACEMENT
20 TAYLOR ST & PATRICK ST OUTFALL REALIGNMENT
21 CENTER CHURCH OUTFALL REALIGNMENT
22 PATRICK ST & CHERRY CREEK SEWER REPLACEMENTS
23 HENRY ST SEWER REPLACEMENT
24 N BRIDGE ST SEWER REALIGNMENT
25 MONROE ST SEWER REPLACEMENT
26 GLENN ST REPLACEMENT & TANYARD BRANCH SEWER REALIGNMENT
27 COLLEGE ST OUTFALL SEWER REALIGNMENT
28 SANITARY SEWER DETAILS
29 SANITARY SEWER DETAILS
30 SANITARY SEWER DETAILS
31 SANITARY SEWER DETAILS (TRENCHING)
32 SANITARY SEWER DETAILS
33 STORM DRAIN & SANITARY SEWER DETAILS
34 MISCELLANEOUS DETAILS
35 MISCELLANEOUS DETAILS
36 STREAM CROSSING DETAILS
37 EROSION CONTROL NOTES
38 EROSION CONTROL DETAILS
39 EROSION CONTROL DETAILS
40 TRAFFIC CONTROL DETAILS
41 TRAFFIC CONTROL DETAILS
42 TRAFFIC CONTROL DETAILS
43 TRAFFIC CONTROL DETAILS
STEPHEN BRADLEY CORCORAN
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PLOT DATE — 11/5/2013

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•
GENERAL NOTES
PROJECT DESCRIPTION
THE CITY OF EDEN INTENDS TO MAKE IMMEDIATE REPAIRS TO THE MOST SEVERE AND PROBLEMATIC SEWERS
AND MANHOLES FOUND N THE TANVARD BRANCH SUBSYSTEM IT CONSISTS OF A COMBINATION OF
REPLACEMENT, POINT REPAIRS, CURED N -0UCE UNINO AND RESPONDING TO AND CORRECTM THE SERVICE
DEFECTS
GENERAL NOTES
1 ALL CONSTRUCTION TO BE N ACCORDANCE VON ALL CITY OF EDEN STANDARDS AND SPECIFICATIONS
2 ALL SEVER AWNS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED 8 MAINTAINED BY THE CT' OF EDEN
3 CONTRACTOR SMALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
4 CONTRACTOR WILL BE RESPONSIBLE FOR DIVERTING FLOW TO NEW SEWERS FROM THE EXISTING SEWER
S SEVERS SHILL BE ABANDONED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS
a MANHOLE SYMBOLOGY IN PROFILE NEW IS SHOWN AS STANDARD CONE ALL CALL -OM FOR MANHOLE
STRUCTURES SUPERSEDE SYMBOLOGY
7 ALTERATIONS TO PRIVATE PLUMBING AND CONNECTORS To EXISTING SERVICES INCLUDING CEANOLRS SHALL BE
INSTALLED IN ACCORDANCE WITH MOST CURRENT NC PLUMBING CODE AND LOCAL PLUMBING CODES
3
EROSION CONTROL
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT SEDIMENTATION DAMAGE TO ALL
ADJACENT PROPERTIES AND STREAMS N ACCORDANCE WITH THE EROSION CONTROL PONS AND THE CURRENT NORTH CAROLINA
EROSION AND SEDIMENTATION MANUAL STANDING WATER VRTHN THE PROJECT LIMITS SHOULD BE PREVENTED ALL DISTURBED
AREAS SHALL Be STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER
CONTRACTOR SMALL ONLY DISTURB AN AREA THAT CAN BE STABILIZED THE SAME DAY
CONTRACTOR SMALL MINIMIZE DISTURBANCE OF STREAM BANKS DURING CIPP LININO AND ABANDONMENT OF SEWER PIPES AND
MANHOLE
ANY GRADItD BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION
CONTROL ACT, AND IS SUBJECT TO A FUZE
THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY THE ACTUAL LOD SHOULD NOT EXCEED THE LUSTS OF THE TEMPORARY OR
PERMANENT CONSTRUCTION EASEMENTS OR THE STREET RIGHT OF WAY
THE LIMIT OF DISTURBANCE SMALL NOT ENCROACH ON THE TANYARD BRANCH TOP OF BANK A DISTANCE OF LESS THAN S FT UNLESS
EXISTING AERIAL CROSSING SEWER OR SERVICE IS INDICATED TO RE REPLACED N-SITU CASES, WORK SHOULD BE IN DRY CONDITION
AND ALL CROSSING OF STREAM BY EQUIPMENT SHALL BE BY BRIDGE MAT
EXCAVATION PERFORMED WITHIN 5FT OF ANY STREAM CHANNEL TOP OF BANK SHALL REQUIRE A PUMP AROUND IN STREAM TO ENSURE
A DRY CONDITION DARING EXCAVATION THE PUMP AROUND COFFER DAMS SHALL EXTEND BEYOND THE IDIOTS OF EXCAVATION A
MINIMUM OF *10 UP UPSTREAM AND DONN5TREAAL
EXCAVATION PERFORMED WITHIN 5PT OF ANY STREAM CHANNEL TOP OF BANK THE CONTRACTOR SHALL MAIM ALL REASONABLE
EFFORTS TO LIMIT DISTURBANCE OF ROOTS AND STUMPS TO THE MINIMUM REOWRED EXCAVATION
REFER TO OYYG NO 36 FOR STREAM CROSSING DETAILS AND STREAM CROSSING REQUIREMENTS TABLE
REFER TO OM NO 37 THRU 39 FOR EROSION CONTROL SEQUENCING. SEEDING SCMEDUUNO MULCHING RATES, FERTILIZING RATES.
NOTES AND DETAILS
ANY AREAS WITHIN TKE 15 FOOT SUFFER ZONE OF A CREEK OR NATURAL VOTER COURSE MUST BE SEEDED AND MULCHED IMMEDIATELY
AFTER LIKE INSTALLATION IS COMPLETED WITHIN THE BUFFER ZONE
WmSI7U LINING (CIPP) DOES NOT REQUIRE DISTURBANCE IN THE PAVED STREETS, THEREFORE A LAST OF DISTURBANCE BOUNDARY LINE
HAS NOT BEEN SHOWN _
TOTAL ESTIMATED DISTURBED AREA -15,20 ACRES
mF
BACKFILLING
REFER TO TRENCHING SPECIFICATIONS AND DETAIL
UTILITIES
CONTRACTOR SMALL CONTACT NC ONE-CALL AT 14M.632499 FOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION
CONTRACTOR SHALL ALSO NOTIFY ME CITY OF EDEN ENGINEERING DEPARTMENT OF IMPENDING WORK
THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES R IS THE CONTRACTOR'S RESPONSIBILITY
TO FIELD-VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS ANY DAMAGETO
UTILITIES INCURRED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE
CONTRACTORS EXPENSE
BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF
CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS THE CONTRACTOR SHALL PROTECTALL UTILITIES FROM DAMAGE
CAUSED BY THE OPERATIONS OF THEIR VIORK
CITY OF EDEN - KEVIN LONDON - ENGINEERING TECHNICIAN (338) @}77899311
DUN ENERGY
(DISTRIBUTION) -ANNE STANFIELD- (ITS) 674.4081
(ASSET PROTECTION SPECIALIST) -ERVIN SUMMERS IOW) 1330) 83"M (M) WS) 2144297
PIEDMONT NATURAL GAS - BERNARD MOM - MM 342400
SPRINT - RICHARD SPENCER - WS) 6M-4209
CENTURY LINK- LEE PRICE - MM 6i"M
MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LNES FROM
A WATERLINES - IV VERTICAL OR ILO HORIZONTAL
B STORM SEWERS -2P VERTICAL
D IP WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION DISTANCES BETWEEN THE SANITARY SEWER
LINE AND WATER LINE OR STORM SEWER CANNOT BE MAINTAINED PIPE MUST BE WD SUCH THAT FULL SECTIONS OF PPE
ARE CENTERED ON THE CROSSING PONT AND EXTEND A DISTANCE OF ID ON EACH SIDE OF THE POINT OF CROS SING
DISTANCES NOTED ON PLAINS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE
TRAFFIC CONTROL GENERAL NOTES
1 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR WORKZOME TRAFFIC CONTROL TO THE
ENOWEERNO DEPARTMEM(NV ODELLTAMMY AMOS) ANDVOR M000T(DONALD lANGLEY) CONTRACTOR SMALL
NOT PLACE AM TRAFFIC CONTROL DEVICES WITHOUT HAVING APPROVAL FROM APPLICABLE TRANSPORTATION
DEPARTMENT
2. CONTRACTOR SHALL INSURE ACCESS TO ALL PROPERTIES BY PROPERTY OWNERS AT ALL TIMES
3 CONTRACTOR SMALL NOTIFY CITY ENGINEERING OFFICE ONE WEEK IN ADVANCE OF ANY ROAD CLOSINGS AND
COORDINATE ALL ROAD CLOSINGSILMLTTY INTERRUPTIONS WITH PROPERTY OWNERS AFFECTED 48 HOURS
PRIOR TO CLOSINGIINTERRUPTING SERVICES
1 MINIMUM ONE WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES UNLESS ROAD CLOSURE IS APPROVED BY
APPLICABLE TRANSPORTATION DEPARTMENT N WRING, SS DAYS IN ADVANCE OF ROAD CLOSURE AN
APPROVED DETOUR PUN PREPARED BY THE CONTRACTOR SHALL BE REQUIRED AND THE MEASURES INSTALLED
PRIOR TO CLOSURE CONTRACTOR SMALL ALLOW MINIMUM OF FOUR WEEKS FOR REVIEW OF TRAFFIC CONTROL
PLAN BY THE GOVERNING AUTHORITY UNLESS OTHERWISE SPECIFIED BY THE MOODY ENCROACHMENT
AGREEMENT OPEN CUT CONSTRUCTION OF APPROVED ROADS BY NCDOT SMALL BE BETWEEN DAYLIGHT HOURS
OF 990 AM AND 490 PM WITH THE OPEN CUT BEING TRAVERSABLE BY MAO PM, EXCEPT FOR THE FOLLOWING
LOCATIONS CENTER CHURCH ST 9,002= 8 HAMILTON ST 000-230 TRAVERSABLE SHALL MEAN EITHER
ACCEPTABLY PERMANENTLY PATCHED OR SAFELY PLATED
5 CONTRACTOR SHALL COORDINATE/ NOTIFY TRAFFIC SERVICES DAILY (BEFORE 490 PM) AS TO WITCH STREETS
WILL BE UNDER CONSTRUCTION IMPEDING TRAFFIC FLOW THE FOLLOWING DAY
0 THE CONTRACTOR SHALL NOT IMPEDE TRAFFIC AT ANY TIME UNTIL THE APPROVED TRAFFIC CONTROL DEVICES
ARE IN PLACE
7 ALL TRAFFIC CONTROL MEASURES DEVICES. INSTALLATION. METHODS, SEQUENCNGAND PLANS BNALL RE IN
STRICT ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SUPPLEMENTS SUCH AS
NCDOT AND/ OR CITY TRAFFIC SERVICES
SUPPLEMENTAL BID AND CONSTRUCTION DOCUM
1 EXISTING SEWER SERVICE CONNECTIONS HAVE BEEN SHOWN CONSISTENT WITH RESULTS FROM A CCTV INSPECTION FOR A CONDITION ASSESMENT THIS CCTV
INSPECTION WAS PERFORMED IN AUGUST 2011 RESULTS OF THIS CCTV INSPECTION CAN BE VIEWED AT THE ENGINEERS OFFICE (W K DICKSON 8 CO. ANC 720
CORPORATE CENTER DRIVE, RALEIGH NC) OR AT Cm MAIL IN THE PUBLIC SERVICES DEPARTMENT
2 A SANITARY SEWER EVALUATION STUDY OF THE BRIDGE STREET BASIN WHICH INCLUDES TICS PROJECT AREA IS ALSO AVAILABLE AT THE ENGINEERS OFFICE W K
DICKSON I CO. NC 720 CORPORATE CENTER DRIVE. RALEIGH NC) OR AT CITY HALL IN THE PUBLIC SERVICES DEPARTMENT THIS STUY CONTAINS SMOKE TESTING
SUMMARY FORMS WHICH MAY BE USEFUL N DETERMINING ACTIVE AND INACTIVE SERVICE CONNECTIONS
GENERAL CONSTRUCTION SEQUENCE NOTE
1 THE CONSTRUCTION SEQUENCE NOTES LISTED ON THIS SHEET ARE ONLY A SUGGESTED SEQUENCE CONTRACTOR SHALL REVIEW SUGGESTED CONSTRUCTION
SEQUENCE NOTES, ANY ALTERNATIVE OPTIONS, AND THEN SUBMIT A WORK SEQUENCE PUN ON NCH SHOULD NOME A DETAILED BYPASS PUMPING PLAN) FOR
APPROVAL TO OWMER PRIOR TO CONSTRUCTION
2 THE CONTRACTOR SHALL RE RESPONSIBLE FOR DETERMINING THE LOCATION AND STATUS OF ALL IMPACTED SANITARY SEWER SERVICE CONNECTIONS PRIOR TO
ORDERING MATERIAL AND INITIATING EXCAVATION FOR SEWER MAN REPLACEMENT AND OR IMITATING LINING AS NOTED N THE SUPPLEMENTAL BID AND
CONSTRUCTION DOCUMENTS. AVAILABLE CCTV INSPECTION DATA AND SMOKE TEST DATA MAY PROVIDE BENEFICIAL INFORMATION CONTRACTOR SMALL BE
RESPONSIBLE FOR EMPLOYING DISCOVERY TECHNIQUES INCLUDING PRE - CONSTRUCTION CCTV INSPECTION OF THE SEWER MANS. SMOKE AND DYE TESTING,
POT+IOUN I ANDMOR TEST EXCAVATIONS AND LATERAL CCTV INSPECTION AS NEEDED TO VERIFY LATERAL LOCATIONS AND IF THE LATERALS ARE ACTIVE, INACTIVE OR
ABANDONED THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S AND ENGINEERS PROJECT COORDINATOR WHEN EMPLOYING SMOKE TESTING AND DYE
TESTING AND SHALL PROVIDE NOTIFICATION TO IMPACTED CUSTOMERS OF PENDING INVESTIGATIONS THE CONTRACTOR SHALL THEN PROVIDE A MARKED IMP OR
DRAWING THAT SUMMARIZES THE LATERAL LOCATIONS AND THE STATUS OF EACH LATERAL IN ADVANCE OF PROPOSED WORK 80 OWNER AND ENGINEER CAN MODIFY
OR ADNSTWIORK FOR LATERALS THAT ARE DETERMINED TO BE ABANDONED OR INACTIVE AND MAY NOT NEED TO BE RECONNECTED AND OR REINSTATED
3 IN ADDITION TO NOTE 2 REFERENCED ABOVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE VERTICAL AND HORROMITAL LOCATION OF ALL
IMPACTED SANITARY SEWER SERVICE RECONNECTIONS ON SEWER AWNS THAT ARE PROPOSED TO BE RELOCATED PRIOR TO ORDERING MATERIALS AND NrTATING
EXCAVATION FOR SEWER MAIN RELOCATION THE CONTRACTOR SHALL COORDINATE WITH IMPACTED CUSTOMERS IN CASE SEWER SERVICE IMMRUPTION IS
NECESSARY TO COMPLETE DISCOVERY EFFORTS THE RESULTING INFORMATION SHALL THEN BE COMPILED AND SHARED WITH THE OWNERS AND ENGINEERS
PROJECT COORDINATOR TO DETERMINE IF ANY MODIFICATIONS ARE NEEDED TO THE PROPOSED RELOCATION VERTICAL ALIGNMENT OR THE PROPOSED PLUMBING
RE4tOUTE.
4 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING RIM ELEVATION FOR ALL NEW MANHOLE LOCATION IN PAVED SURFACES PROR TO ORDERING MATERIAL AND
MINTING EXCAVATION THIS VERIFICATION IS NEEDED TO SECURE APPROPRIATE STACKING HEIGHT
6 NO SEPARATE PAYMENT SHALL BE MADE FOR THE CONTRACIOYS DISCOVERY EFFORTS NOTED IN ITEMS 2 THROUGH 4 AS THESE EFFORTS ARE INCIDENTAL TO THE
SEWER MAIN REPLACEMENT, RELOCATION AND LINING WORK
GENERAL SEWER LINE CONSTRUCTION SEQUENCE
I CONTRACTOR SMALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL SEQUENCE AND CLEAR AND GRUB AS
REQUIRED IN ADVANCE OF SEVER INSTALLATION
Z CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK AREA
3 CONTRACTOR SMALL LOCATE ALL EXISTING UTILITIES N ADVANCE OF THE TRENCHING FOR THE SEWER
4 CONTRACTOR SMALL LOCATE ALL EXISTING SEWER SERVICES THAT WILL BE IMPACTED BY THE SEWER WIN REPLACEMENT. RELOCATION AND CIPP LINING
8 CONTRACTOR SMALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO HNIMTING DEWIER REPLACEMENT
6 BYPASS PUMPING AND PIPING SMALL BE CONSISTENT WITH CONTRACTORS APPROVED BYPASS W WING PLAN AND PROVIDE MEASURES TO PROVIDE CONTINUOUS
SERVICE TO MPACTED AREAS CONTACTOR SHILL USE BYPASS PUMPING TO DIVERT FLOW AROUND WORK AREAS ALTERNATIVELY, THE CONTRACTOR WILL BE
PERMITTED TO EMPLOY ACCEPTABLE METHODS AND MEANS TO CONNECT THE EXISTING SYSTEM TO NEW SYSTEM DURING NON4AORK HOURS PROVIDED CONNECTION
IS WATER -TIGHT CONTRACTOR'S METHODS AND SEQUENCE SHALL SECURE AN INSTALLATION THAT IS VOID OF SANITARY SEWER OVERFLOWS, SURCHARGING AND
FACILITATES TESTING OF THE NEW SEWER AND MANHOLES
7 CONTRACTOR SHALL RECONNECT EXISTING LATERALS TO THE NEW LATERAL IMMEDIATELY AFTER ACCEPTABLE TESTING OF THE SUBJECT SEWER MAIN AND MANHOLES
AND NEW LATERAL AND CLEAN OUT ASSEMBLY
a WHERE OUSTING SPURS OR CROSS LIKES ARE ENCOUNTERED AND TO THE EXTENT PRACTICAL. CONTRACTOR SHALL RAVE IMMEDIATE DOWNSTREAM SECTION OF THE
OUTFALL TESTED AND OPERATIONAL 80 FLOW CAN BE DIVERTED OR BYPASSED FROM THE EXISTING SPUR LINE
9 UPON SUCCESSFUL TESTING OF THE NEW SEWERS AND MANHOLES AND PRIOR TO BYPASS PUMPING AND PIPING REMOVAL AND OR RELOCATION, CONTRACTOR SHALL
CONDUCT P0374ONSTRUCTION TELEVISION INSPECTION TO DOCUMENT PPE LIKE INSTALLATION
/GCONTRACTOR SHALL REMOVE BYPASS PUMPING AND PIPING AND COMPLETE RESTORATION
GENERAL PARALLEL SEWER LANE CONSTRUCTION SEQUENCE
1 CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES N ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL SEQUENCE AND CLEAR AND GRUB AS
REQUIRED IN ADVANCE OF SEWER INSTALLATION
2. CONTRACTOR SMALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK AREA
1 CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FOR THE SEINER
M CONTRACTOR SMALL LOCATE ALL EXISTING SEWER SERVICES THAT WILL BE IMPACTED BY THE SEWER MAIN REPLACEMENT
I CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO INITIATING MYER TIE INTO OR CORE TO THE RECEDING MANHOLE AND SEWER
BYPASS PUMPING AND PIPING SHALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PLAN
0 FOLLOWING ACCEPTABLE TIE IN TO THE RECEDING MWMOUE. CONTRACTOR SHALL PLUG NEW INLET WITH PNEUMATIC TYPE PLUG OR APPROVED EQUAL
7 CONTRACTOR SHALL INSTALL PARALLEL SEVER FROM DOWNSTREAM TO UPSTREAM AND TEST IN ACCORDANCE WITH SEWER SPECIFICATIONS
8 CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO TERMINATING THE SEWER INTO THE UPSTREAM CONNECTION MANHOLE BYPASS
PUMPING AND PIPING SMALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PUN FOLLOWING ACCEPTASLE TIE N TO THE UPSTREAM
CONNECTION MANHOLE CONTRACTOR SHILL PLUG NEW OUTLET WITH PNEUMATIC TYPE PLUG OR APPROVE EQUAL AND CONCLUDE PIPE AND MANHOLE TESTING AND
POST-CONSTRUCTION CLOSED CIRCUIT TELEVISION INSPECTION
0 CONTRACTOR SMALL REMOVE RUGS AND DIVERT FLOW AND COMPLETE RESTORATION
SPECIAL PROVISIONS FOR AERIAL SEWER CROSSINGS SEQUENCE
I CONTRACTOR SHALL PROVIDE CONSTRUCTION ACCESS TO ALL PROPOSED FOOTINOSPIERS FOR SEWER AERIAL CROSSING WHEN LINE LAYING ACTIVITY REACHES THE
AERALCROSSIMS CONTRACTOR SHALL COORDINATE WITH GEOTECMNICAL ENGINEER TO EVALUATE SUBSURFACE CONDITIONS BY SOIL BORINGS FOR AERIAL
CROSSING FOUNDATIONS 80 FOUNDATION DESIGN CAN BE CONFIRMED AND BY FIELD DETERMINATION OF SUSGRADE AFTER EXCAVATION OF FOUNDATION HAS BEEN
ACHIEVED FOR ANTICIPATED OR DESIGN CONDITIONS PAYMENT OF THIS EVALUATION SHILL BE INCIDENTAL TO THE AERIAL CROSSNO
I P THE FIELD CONDITIONS OF THE SUBORADE REQUIRE ANY DEVIATION FROM THE DESIGN, THE GECTECHNCAL ENGINEER SHALL REVIEW ACTUAL CONDITIONS AND
MUTE A DETERMINATION ON THE MOST SUITABLE FOUNDATION
3 WERE THE AERIAL CROSSING WILL BE ACHIEVED THROUGH A CONCRETE PIER WITH PILES OR WITHOUT OR CONCRETE PIE CAP, CONTRACTOR SMALL LEAVE FORMS IN
PLACE FOR A DURATION AS SPECIFIED IN THE CONCRETE SPECIFICATIONS. CONTRACTOR SMALL PROVIDE SUFFICIENT SHORING MEMBERS TO SUPPORT DEAD LOAD
PLUS CONSTRUCTION LOADS UNTIL CONCRETE HAS ACHIEVED ITS FULL SPECIFIED STRENGTH
4 WHERE THE SUBGRADE REQUIRES THE USE OF PILES FOR SUPPORT, CONTRACTOR SHALL TEST PILES IN ACCORDANCE WITH GEOTECHNICAL ENGINEERS
RECOMIEUMD TESTING METHOD TO DETERMINE ULTIMATE CAPACITY OF PIES
TESTING REQUIREMENTS CRITICAL FOR REQUIREMENTS CRITICAL FOR PW4NI�W WORK SEQUENCE SEQUENCE
THE LIST IS A GUIDELINE OF MAJOR SEWER AND WATER TESTING REQUIREMENTS FOR PUNNING WORK SEQUENCE THE TESTING REQUIREMENTS AS NOTED ARE NOT
LIMITED TO THE FOLLOWING PARAMETERS AND SHALL BE CONSISTENT WITH THE SPECIFICATIONS AND OWNERS REQUIREMENTS
I TESTING GUIDELINES FOR SEWER
A REPLACEMENT N THE SAME AlGIOENT AND PARALLEL- LOW PRESSURE AR TEST FOR SEWER AND VACUUM TEST MANHOLES, MANDREL TEST FOR PVC SECTIONS
B, CURED IN PUCE LINERS- LOW PRESSURE AR TEST
C RECONNECTIONTOEX ISTING CROSSLJNEBtCTVNNSPECTIN ONLY
O D06HOUSE MANHOLES OVER EXISTING SEVER- VACUUM TEST
E REHABBED MANHOLES- VACUUM TEST
F SEWER LATERAL STUBOUTS- LOW PRESSURE AR TEST FOR NEW PORTION OF LATERAL AND CLEAN OUT CONCURRENT WITH MAINLINE TEST
G. SEWER LATERAL RECON/ECTIGM - LOW PRESSURE AR TEST FOR NEW PORTION OF LATERAL AND CLEAN OUT CONCURRENT WITH MAN LINE TEST
N ALL NEWSEWER MAINS AND MANHOLES- CCTV POST CONSTRUCTION INSPECTION WITHOUT FLOW
IN-SITU REPLACEMENT NOTES
1 CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANHOLE STRUCTURES AND PIPES TO PERFORM IWSITU REPLACEMENT Or THE SANITARY SEWER WHERE
SPECIFIC LINEAR FOOTAGE OF INDIVIDUAL EXISTING PIPES TO BE REMOVED ARE NOT CALLED OUT. R SHALL BE UNDERSTOOD THAT REMOVAL AND DISPOSAL IS
NECESSARY BY THE CONTRACTOR, WHERE IN-SITU REPLACEMENT IS REQUIRED FOR INSTALLATION OF REPLACEMENT SEWER.
2. EXISTING MANHOLE STRUCTURES AND PIPES ARE SHOWN SCREENEDAND GASHED
1 CONTRACTOR SHALL USE SANITARY SEWER BYPASS PUMPING FOR ALL 11,14M REPLACEMENT
GENERAL BYPASS PRIMPING NOTES
I BYPASS PUMP AND PIPING IS NOT SHOWN ON PLANS AND THESE MEASURESARE THE CONTRACTORS RESPONSML17Y SUGGESTED SEQUENCES ARE PROVIDED TO
CLARIFY INTENT OF DESIGN
GENERAL EROSION AND SEDOM WA71ON CONTROL CONSTRUCTION SEQUENCE
I SEE DETAIL SHEET 37
'
PROPOSED
c
LEGEND
SS
SEVER LIKE
e CLEAMOUT
EXISTING
WATER LINE
ID
MEC 13OX
— PROPERTY UNEARGHT OF MAY
IN
r
SIGN
- -�— l EASEMENT LINE
Tee
TEMPORARY CONSTRUCTION ESMT
$� SERVICE NOT IDENTIFIED
— — — — — :J-- WATER LINE
ABBREVIATIONS
®
MAILBOX
----- •• — SEVER MAIL
D
UTILITY DIRK POST
_ — — — — T+p — OVERHEAD POWER
COE- CITY OF EDEN
TIMOR CONTOURS
a" LINE
CO- CLEAN OUT
Or
POWER POLE
TO BE DEMOIISHEDREMOVED
CPP- CORRUGATED PLASTIC PIPE
y1
LIGHT POLE
— — — — — FG — FIBER OPTIC LINE
C&G -CURB 8 GUTTER
BU4DA1O
DIA- DIAMETER
GUY MARE
- — — RG' — — - RENF CONC PIPE
DIP - DUCTILE IRON PIPE
sue:
Lrl
GAS VALVE
- — — —— — — - CORRUG PUAsT PIPE
DT- DECIDIUSTREE
---- =P ---- CORRUGMETALPIPE
EOP -EDGE OF PAVEMENT
CLEAN OUT
--- - - - - -- EDGEOFPAVEAAENTIGRAVEL
EL- ELEVATION
SANITARY MN
SIDEWALK
ELEV- ELEVATION
MM
YARD INLET4GRATE
- = = = = = = = = CURB
ESMT- EASEMENT
EDGE OF CONC
EXIST - EXISTING
STORM MH
-- ---- - -- MPIORCONTOUIR
FFE - FINISHED FLOOR
QW
DROP NLETsm
— — — — — MAJOR CONTOUR
FM - FORCE MAIN
LF- LINEAR FEET
®
DROP UIIET -0RI1TE
— - — — — TB — TOP 6 BANAL
MH- MANHOLE
IOQ
WATER VALVE
— — — — — SE — BOTTOM OF BANK
OHP- OVERHEAD POWER
�(
WATER METER
—Y —Y— CHAIN LNKWOVEN VON FENCE
PE - PERMANENT EASEMENT
— O- -a -- WOOD FENCE
PERM-PERMANENT
Hero
---- -�� -� HEDGE
PROP - PROPOSED
a
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STD- STANDARD
DECIDUOUS TREE
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s
Bush
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COLUMN
TICE - TEMPORARY CONSTRUCTION EASEMENT
G
IPF
TCP -TERRA COTTA PIPE
❑
MONUMENT
VCP- VITRIFIED CLAY PIPE
ATTENTION CONTRACTORS
31
THE CONTRACTOR RESPONSIBLE FOR THE SEWER IMPROVEMENTS, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE
ENGINEERING DEPARTMENT AT (338) 023,2110 AT LEAST 24 HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION
AIL TO NOTIFY THE ENGINEERING DEPARTMENT IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY
FINES. AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES
NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE
FNUIRE TO CALL FOR INSPECTION. INSTALL A DOWNSTREAM PLUG. HAVE
PERMITTED PLANS ON THE JOB SITE, OR ANY OTHER VIOLATION OF C4TY OF
EDEN STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM
FUTURE WORK IN THE CITY OF EDEN
DATUM
HORIZONTAL DATUM - NAD 83
VERTICAL DATUM - NAVDSB
CONTROL FQR SURVEY
THE SURVEY WAS BASED ON UPS VMS (GLOBAL POSITIONING
SYSTEM VIRTUAL REFERENCE SYSTEM) POINTS SET M THE
SPRING OF 2012 USING TRIMBLE 5800 RECEIVERS A DOUBLE
ANGLE TRAVERSE WAS PERFORMED FROM THIS INITIAL TIE TO
GRID ALONG THE ENTIRE CORRIDOR THE ERROR OF CLOSURE
FOR THIS TRAVERSE EXCEEDS 1 IN 10,000
EROSION CONTROL
PROPOSED
—
® SEWER MANHOLE
SS
SEVER LIKE
e CLEAMOUT
—W—W—
WATER LINE
LJ PIPE PLUG
Z
STEEL ENCASEMENT
IN
I�yy
�)�8
P4 WATER VALVE
Tee
TEMPORARY CONSTRUCTION ESMT
$� SERVICE NOT IDENTIFIED
— — —
PERMANENT EASEMENT
(BY CCTV)
ZO
NNLpV
LOD
LIMIT OF DISTURBANCE
100
TIMOR CONTOURS
MINOR CONTOURS
TO BE DEMOIISHEDREMOVED
THE CONTRACTOR RESPONSIBLE FOR THE SEWER IMPROVEMENTS, AS
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE
ENGINEERING DEPARTMENT AT (338) 023,2110 AT LEAST 24 HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION
AIL TO NOTIFY THE ENGINEERING DEPARTMENT IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY
FINES. AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES
NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE
FNUIRE TO CALL FOR INSPECTION. INSTALL A DOWNSTREAM PLUG. HAVE
PERMITTED PLANS ON THE JOB SITE, OR ANY OTHER VIOLATION OF C4TY OF
EDEN STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION FROM
FUTURE WORK IN THE CITY OF EDEN
DATUM
HORIZONTAL DATUM - NAD 83
VERTICAL DATUM - NAVDSB
CONTROL FQR SURVEY
THE SURVEY WAS BASED ON UPS VMS (GLOBAL POSITIONING
SYSTEM VIRTUAL REFERENCE SYSTEM) POINTS SET M THE
SPRING OF 2012 USING TRIMBLE 5800 RECEIVERS A DOUBLE
ANGLE TRAVERSE WAS PERFORMED FROM THIS INITIAL TIE TO
GRID ALONG THE ENTIRE CORRIDOR THE ERROR OF CLOSURE
FOR THIS TRAVERSE EXCEEDS 1 IN 10,000
EROSION CONTROL
`
TEMPORARY ROCK SIT CHECK TYPE B
®
TEMPORARY ROCK SEDIMENT DAM, TYPE A
SELECTTREEREMOVAL
TEMPORARY ROCK SEDIMENT DAM, TYPE B
TEMPORARY SST FENCE
ROCN PIPE INLET SEOIMENTTRAP
BLOCK AND GRAVEL INLET PROTECTION (TEMPORARY)
® SILT BALI INLET PROTECTION (TEMPORARY)
/// TEMPORARY SILT FENCE WJ STONE OUTLET
sTRAWWATTLE
TEMPORARYCONSTRUCTION ENTRANCE
Z1 // CLEARANDOW
SEWER REPLACEMENTIREHAB
DEFINITIONS -LINE TYPES
— — 83 CURED4N4"CE PIPE REHABILITATION
as IN-SITU PPE REPLACEMENT
SS RELOCATED PIPE
SOIL BORINGS
&1*
LOCATION OF BORING
SOIL BORING ABBREVIATIONS
6 -BORING
MA . MAND AUGER
DR. DRIVE ROD
DRR • DRIVE ROD REFUSAL
AR • AUGER REFUSAL
FINE - ROCK NOT ENCOUNTERED
-21
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DEFINITIONS -LINE TYPES
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SOIL BORINGS
&1*
LOCATION OF BORING
SOIL BORING ABBREVIATIONS
6 -BORING
MA . MAND AUGER
DR. DRIVE ROD
DRR • DRIVE ROD REFUSAL
AR • AUGER REFUSAL
FINE - ROCK NOT ENCOUNTERED
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c:oNrROL
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1 ,
NOTES
1 THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY,
THE ACTUAL LOD SHOULD NOT EXCEED THE LIMITS OF THE `♦ \
TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS
\
1 2 THE LOD SHALL NOT ENCROACH ON THE TANYARD BRANCH `
TOP OF BANK A DISTANCE OF LESS THAN 5 FT UNLESS
EXISTING AERIAL SEWER CROSSING OR SERVICE IS
INDICATED TO BE REPLACED IN-SITU CASE, WORK SHOULD
BE IN DRY CONDITION AND ALL CROSSING OF STREAM BY
EQUIPMENT SHALL BE BY BRIDGE MAT
3 SEE DWG NO 38 FOR STREAM CROSSING DETAILS AND
1 1 1 r STREAM CROSSING REQUIREMENTS TABLE
0 SEE DWG NO 37 THRU 39 FOR EROSION CONTROL NOTES, j \
t AND DETAILS
DISTURBANCE, , 1 ( 1 i t F 5 THE CONTRACTOR SHALL USE THE SILT BAG FILTER EROSION
#IT OF '
1 CONTROL METHODS USING THE APPROPRIATELY SIZED SILT
iTURBEO AREAP 0.12 AC SAG FILTER FOR THE EXISTING STORM STRUCTURES IN CITY t
STREETS AND TRAFFIC AREAS FOR VEHICULAR SAFETY
IOPOSED
MPORARY
E 6
n--- - -"-_a ----`--------- ----- ------ u----- ••----- a---- - - - - -K --- -- - - -- -w- -_
i
PR0P0SED 12Sa60' - T - _ _. -- - •--t -� , f ,
' TEMPORARY ' -�- -�- -�- -----------------
', , CONSTRUCTION
i I ENTRANCE.TYP I T I I \ �;
1 i
1 i
r
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AC
^` , \� #`• :,•� \ 8EEN
FROPOSED 21Y
CITY OF EDEN f0'
- 14S.5 S0YDS • 1 a y: ` \\ = EsMT I �
, I I
BORE & JACK
RECEIVING BTREATA ING ? \`;\o. ♦�`(�,
` I
RECEIVING PIT 1 t r t � � �` � `^ _ i 1 CROSS (CRf), /
GRADING LIMITS ♦ \ ' • ^ \SEE NO. 3C / r
, It t `` ` \.R,•, .SOS `. ,1.:, L � O /' f !r 1
\♦,. 1 , _ 'd .\ ,♦Q`.♦•.;,;.;. , i 1 STREAM
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\ LR 1
! , i i 1 \�` `` �l, `` \`♦\; " 6 " o;.� /' t SEE DWG SIN 38
v\ FOR CROSSING
REQUIREMENTS
,
�B4S SILT FENCE
1 ,
STON
ouTLET, rn
I J
1
,
/ / 1
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THE CONTRAS OF THIS DOCUMENT: ADI
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PERM ESMT
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82 n n NAME TANYARD BRANCH °
z o S Q SANITARY SEWER IMPROVEMENTS
orn CITY OF EDEN, NORTH CAROLINA a a
^ �— DRAWING TRLE
` ♦ g EROSION CONTROL
N OWNER/24 HR CONTACT: ,t Owner / 2s W CoNwt u
ADDRESS: 12- 2rWCoNadAddren e •
PHONE 10 -u W C* u PMre
NOBILE: 14 -24 W COMM* can PMre
welt GATE oESCraPnDH
REVISIONS:
RELEASED FOR: PLOT DATE
NOT FOR PUBLIC USE OR CONSTRUCTION t tA
fm�S
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82 n n NAME TANYARD BRANCH °
z o S Q SANITARY SEWER IMPROVEMENTS
orn CITY OF EDEN, NORTH CAROLINA a a
^ �— DRAWING TRLE
` ♦ g EROSION CONTROL
N OWNER/24 HR CONTACT: ,t Owner / 2s W CoNwt u
ADDRESS: 12- 2rWCoNadAddren e •
PHONE 10 -u W C* u PMre
NOBILE: 14 -24 W COMM* can PMre
welt GATE oESCraPnDH
REVISIONS:
RELEASED FOR: PLOT DATE
NOT FOR PUBLIC USE OR CONSTRUCTION t tA

M
I
A I lel 1 C
MATCHLINE - SEE DWG NO. EC5 NOTES
PROPOSEn TEMPORARr i 1 AACTUAL LOD SHOULD NOT EXCEED THE LIMITS OF THE TM �
BLOCK AND GRAVEL INLET
i TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS
ail PRQTECnoN
I j
' I 2 HALL OF LE S RAN TOP
THAN S FT UNLESS EXIS G
OF BANK A DISTANCE -
' - � - - � � - - —
AERIAL SEWER CROSSING OR SERVICE IS INDICATED TO BE
REM I 1
Y SELECTIVE TREE OVAL NOTE
1 / I REPLACED IN-SITU CASE, WORK SHOULD BE IN DRY CONDITION
1 SELECTIVE TREE REMOVAL IS SHOWN FOR CLARITY NO SEPARATE PAYMENT WILL AND ALL CROSSING OF STREAM BY EQUIPMENT SHALL BE BY
BE MADE FOR SELECTIVE TREE REMOVAL AS IT SHOULD BE PART OF CLEARING BRIDGE MAT
I i i AND GRUBBING I I 3 SEE DWG NO 36 FOR STREAM CROSSING DETAILS AND STREAM
CROSSING REQUIREMENTS TABLE
4 SEE DWG NO 37 THRU 39 FOR EROSION CONTROL NOTES, AND
I , , ry' i i I III III DETAILS
I
f! I S. CIPP IN -SITU LINER IN THE CITY STREETS DOES NOT REQUIRE
3
! DISTURBANCE OF ANY KIND AND THEREFORE REQUIRES NO i 1 3
I EROSION CONTROL MEASURES
-- --- ---' if ' --t ---
8
EXCAVATION IN THE CIT'CONTROLDMEASURES WILL BE - - ---- -'- ---^`___-'�--------- ^---
1
' ' ' -- -w'--- -"'.'--- �--- '�---'�'----�--- -"- --- - - -- -• REQUIRED IN THOSE AREAS --- ' ---;'•---�- ---�----�'---- ------
-- , • ,� ,
I, "; `- +•r��e ?"''C✓�i��} r , •- - -----0-----0----- _____•___-- ----- 0---__ e_ ___-0-----•-- °-•-----0-----•--7 THE CONTRACTOR SHALL USE THE SILT BAG FILTER EROSION -•_ ?_¢ _--- - °-----o- ____.- _ e e
_
CONTROL
mw 40 w I
,. 1 - METHODS USING THE APPROPRIATELY SUED SILT BAG
r 1 ! 1 ' !T ITS FILTER FOR THE EXISTING STORM STRUCTURE IN CITY STREETS
AND TRAFFIC AREAS FOR VEHICULAR SAFETY
MI I I 1 1 1 I
8 CONTRACTOR SWILL PROVIDE A PUMP AROUND IN ORMIN D
i BRANCH TO CREATE A DRY CONDITION WHILE PERFORMING
I T AR+' i li , I POINT REPAIR AND MANHOLE ABANDONMENT THE PUMP --
INLET PROTECTION, TYP , I li ; I AROUND COFFER DAMS SHALL EXTEND BEYOND THE POINT 1
I , NOTE 7 i I `, 1 1 r ! i REPAIR AND MANHOLE ABANDONMENT UMITS OF EXCAVATION A
DISTANCE OF *10 LF UPSTREAM AND DOWN STREAM.
Ly
LIMIT OF
PROPOSED I 1 i i POINI REPAIR
TYP �
5 i• 17LLENPROTECTtON, TYP
1 I , , , 1
jj I 11 I 1
2_ i I 4` ij I , I i I I , —2
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Q rti CROSSING(CRn I CONSTESMT ! / I I W
t i I I •a, ; �.� SEE OM N0.38 j 487 LF SILT FENCE 1
POINT REP TYP ' I ( PROPOSED t i ' r ! Lu
W STREAM , I �1 s ( FOR CROSSING Ate, , , i CRY OF EDEN , \` ., j
W CROSSING (CR5) I i ( 1' REQUIREMENTS 1 I NOTE B ® ur6JTV ESMTf 11 ; -- j
SEE DWG NO. 38 I ! , 1 (� i j' ! 1 I i ' 1 108 LF SILT CE , ii + ♦�l '`. `.I �, ` `• ' L
e I FOR CROSSING i I , I I ; 1 e ' i , 1. ' '' I r S ' 1 11 L 1 ,�.. ' `.� `•., I• ��! W
W REQUIREMEMS 1 / i ,! I o, o , 4 e I u `+ © F
oEN2" l a•- Prc'- - _ _ 11- - - 1�_� `� \`w``�. } —L _
URLITYESMT C'� I " Cv _ -' - _`- •_'�.Sn T ' `� `. _ I V
908LFS1LTFENCE =IFg��f----
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287LFSI4TiENCE�ps•'�?"'_'`
i"- •�X.1:A,_ _ SING
fr " r rnw'v8tva {'� / SEE DIiVO NO. 36 -
-- 48LF ---NCE .d r' ' / /�'�'�. 7 PROPOSED 2U JJ / STONE TYP / / /I � C' `r
CITY OFEDEN / CbNSTESMf r ". /
^<c•%� :.� •. , f r, i , h i' i' j 1 � I ./i,.. / '1 q " / IJTLLf1Y ESLfT t rl r , � �� { , ,' r L '
TREE l ' jjj \ _ b , i. q •' - rl t I
y- _° - .'-%•_c '' -•`J ' 161 LFSRT CE .� y�, �j, ,';l REMOVAL. „ / / LOAT OF CE.
TYP , 6.9'7 AC
✓ ,r 00� 113 LF SLLT FENCE
1
- -' }SEE
PROPOSED 17XG0' �p / ADJACENT DWGS -_+. _ , • , ^ -J -
�, TEMPORARY
65L S0. * ' `eft `:`: ' i - 5 1 CONSTRUCTION /'CONSTEBMT =, - :-- ,_
1 10• :�.. C2;` _ - c i 1 ENTRANCE ___- _- _- _- '°'._�
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- T
- -'r ' -.- _ ns MANHOLE �,1
_ 30 LF SILT
I SEE NOTE 8
co STREAM
Tp. j'1 CROSSING (CRS)
/ `•
G t i SEE DWG NO. 36 _ { __�. -/• _ / 1` ' /r -`r/
�1 111
FOR cl:asslNG r,
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_I_ - - - - - - - - - - 'r r f 1 THE OMIT OF DISTURBANCE ONE IS SHOWN FOR CLARITY,
!- __ �-� � THE ACTUAL LOD SHOULD NOT EXCEED THE OMITS OF THE
SELECTIVE TREE REMOVAL NOTE J I r - ` _ TEMPORARY OR PERMANENT CONSTRUCTION EASEMENTS
i
1 SELECTIVE TREE REMOVAL IS SHOWN FOR CLARITY NO SEPARATE PAYMENT WILL , / / 2 THE LOD SHALL NOT ENCROACH ON THE T FT UNLESS
BRANCH /
i i I r BE MADE FOR SELECTIVE TREE REMOVAL AS IT SHOULD BE PART OF CLEARING r ' TOP OF BANK A DISTANCE OF LESS THAN S FT UNLESS
r r EXISTING AERIAL SEWER CROSSING OR SERVICE IS '
AND GRUBBING I i ' r INDICATED TO BE REPLACED INSIM CASE, WORK SHOULD '
P BE IN DRY CONDITION AND ALL CROSSING OF STREAM BY /
EQUIPMENT SHALL BE BY BRIDGE MAT r
j r 3 SEE DWIO NO 36 FOR STREAM CROSSING DETAILS AND
i
LFSTREAM CROSSING REQUIREMENTS TABLE
4 SEE OWG NO 37 TIiRU 39 FOR EROSION CONTROL NOTES,
AND DETAILS
�------ --- _-_L_- _ --_5. CIPP IN-SITU LINER IN THE CITY STREETS DOES NOT REQUIRE
-_-_-- DISTURBANCE OF ANY KIND AND THEREFORE REQUIRES NO
3 - -- - - -- -- - - -- - - -- - --- - -- ^ - - -- —1 i ° - - -- ° - - -- ---- -- -- -- - ---- -- °� - --- ° - --- �-- -' - - y 3
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DWG NO. EC6 , THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY, THE ACTUAL LOD SHOULD NOT EXCEED
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\f , ' , ! I ! 2 THE LOD SHALL NOT ENCROACH ON THE TANYARD BRANCH TOP OF BANK A DISTANCE OF LESS
SELECTIVE TREE REMOVAL NOTE
kl{ 11 S I L THAN 4 FT UNLESS EXISTING AERIAL SEWER CROSSING OR SERVICE IS INDICATED TO BE
1 f t 1 ' I ' 1 SELECTIVE TREE REMOVAL IS SHOWN FOR REPLACED IN-SITU CASE, WORK SHOULD BE IN DRY CONDITION AND ALL CROSSING OF STREAM BY
CLARITY NO SEPARATE PAYMENT WILL SE MADE EQUIPMENT SHALL BE BY BRIDGE MAT
t f ; I FOR SELECTIVE TREE REMOVAL AS IT SHOULD BE
PART OF CLEARING AND GRUBBING 3 SEE DWG NO 38 FOR STREAM CROSSING DETAILS AND STREAM CROSSING REQUIREMENTS TABLE
1 I ' 4 SEE DWO NO 37 THRU 39 FOR EROSION CONTROL NOTES, AND DETAILS
( `• i PR0P0SED1a ; I
TEMPORARY _ S CIPP IN-SITU LINER IN THE CITY STREETS DOES NOT REQUIRE DISTURBANCE OF ANY KIND AND
CONST ESMT ( - — - - — THEREFORE REQUIRES NO EROSION CONTROL MEASURES
B POINT REPAIRS IN THE CITY STREETS DOES REQUIRE EXCAVATION AND EROSION CONTROLS
-
^, PRCP0JSED20• ��' I MEASURES WILL BE REQUIRED IN THOSE AREAS
PERMANENT
7
CITY�y � �� THE CONTRACTOR SHALL USE THE SILT BAG FILTER EROSION CONTROL METHODS USING THE 3
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I, AND TRAFFIC AREAS FOR VEHICULAR SAFETY.
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\f , ' , ! I ! 2 THE LOD SHALL NOT ENCROACH ON THE TANYARD BRANCH TOP OF BANK A DISTANCE OF LESS
SELECTIVE TREE REMOVAL NOTE
kl{ 11 S I L THAN 4 FT UNLESS EXISTING AERIAL SEWER CROSSING OR SERVICE IS INDICATED TO BE
1 f t 1 ' I ' 1 SELECTIVE TREE REMOVAL IS SHOWN FOR REPLACED IN-SITU CASE, WORK SHOULD BE IN DRY CONDITION AND ALL CROSSING OF STREAM BY
CLARITY NO SEPARATE PAYMENT WILL SE MADE EQUIPMENT SHALL BE BY BRIDGE MAT
t f ; I FOR SELECTIVE TREE REMOVAL AS IT SHOULD BE
PART OF CLEARING AND GRUBBING 3 SEE DWG NO 38 FOR STREAM CROSSING DETAILS AND STREAM CROSSING REQUIREMENTS TABLE
1 I ' 4 SEE DWO NO 37 THRU 39 FOR EROSION CONTROL NOTES, AND DETAILS
( `• i PR0P0SED1a ; I
TEMPORARY _ S CIPP IN-SITU LINER IN THE CITY STREETS DOES NOT REQUIRE DISTURBANCE OF ANY KIND AND
CONST ESMT ( - — - - — THEREFORE REQUIRES NO EROSION CONTROL MEASURES
B POINT REPAIRS IN THE CITY STREETS DOES REQUIRE EXCAVATION AND EROSION CONTROLS
-
^, PRCP0JSED20• ��' I MEASURES WILL BE REQUIRED IN THOSE AREAS
PERMANENT
7
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N/F COORDINATOR AND NCOOT FOR USE OF 4x10' CONCRETE BOX
p 471 P96Q 2 ACCESS TO ELECTRICAL FACILITIES MUST BE MAINTAINED AT ALL TIMES AN UNOBSTRUCTED, LEVEL AND 30 FOOT WADE CULVERT UNDER W KINGS HWY (SR 20SO TO PERFORM BY -PASS
9
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826 BRIDGE ST TRANSMISSION STRUCTURE FOR PROGRESS/ DUKE ENERGY TO PERFORM ROUTINE MAINTENANCE AND EMERGENCY REPAIR PUMPING OPERATION DURING REPLACEMENT SANITARY
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616
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4 CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
SHOWN (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA
612
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NO SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
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SIX-
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608
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604
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ERL4E1
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ELEV -616 00 ROPOSED 70 99 OF
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600
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1 SCALE'1 =40'
NOTES
1 CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED MH SSE
PTO ORDERING
e MATERIALS CONTRACTOR
S SMALL VERIFY ALL MANHOLE
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afi
600-612 ACNITION
596-608
0593 AND USE 0718 AND PLACE CLEANOUT AT RIGHT -OF -WAY SANITARY
SERVICES FOR THE PARCELS INDICATED WITH AN'S' WERE NOT IDENTIFIED °D
DURING CCTV INSPECTION BY OWNER, CONTRACTOR SHALL BE PREPARED TO S
RECONNECT THESE SERVICES DURING THE LINING AND OR REPLACEMENT OF c SECES SHALL THE EXISTING MAINS RECONINECTION OF THESE QUANTITIES UNIT PRICES AND HAVE BEEN INCLUDED IAN ESTIMATEDB810 7D a n
r.
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707018408591 8 707018405525 APPEAR TO BE VACANT AND THEREFORE SERVICES d i Io 3
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THESE SERVICES TO CONFIRM THEIR STATUS AND SHARE FINDINGS WITH 2 Z
OWNER 41NEER SO A FIELD DECISION CAN BE MADE ABOUT RECONNECTION
REMOVE AND Jmg i
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580-592
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SERVICES FOR THE PARCELS INDICATED WITH AN'S' WERE NOT IDENTIFIED °D
DURING CCTV INSPECTION BY OWNER, CONTRACTOR SHALL BE PREPARED TO S
RECONNECT THESE SERVICES DURING THE LINING AND OR REPLACEMENT OF c SECES SHALL THE EXISTING MAINS RECONINECTION OF THESE QUANTITIES UNIT PRICES AND HAVE BEEN INCLUDED IAN ESTIMATEDB810 7D a n
r.
2 THREE SERVICES WERE IDENTIFIED DURING CCTV INSPECTION PARCEL PIN
707018408591 8 707018405525 APPEAR TO BE VACANT AND THEREFORE SERVICES d i Io 3
MAY NOT NEED TO BE RECONNECTED CONTRACTOR SHALL CCTV INSPECT <
THESE SERVICES TO CONFIRM THEIR STATUS AND SHARE FINDINGS WITH 2 Z
OWNER 41NEER SO A FIELD DECISION CAN BE MADE ABOUT RECONNECTION
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NiF I ! II Yr (�f /F 1 CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED
KNS PROPERTIES I �° `� N/F E UBIdELIZABET NiF N?F MHBSE0301ANDBSE0078ANDPLACECLEIWOUTATPoOHTOFWAY
111 SANITARY SERVICES FOR THE PARCELS INDICATED WITH AN'S' WERE
TAYLOR ST n I MCBRIDE PATINO WILSON I JUSTICE DAVID E NOT IDENTIFIED DURING CCTV INSPECTION BY OWNER CONTRACTOR
! ! I OONTAAC OR TQ I ! i DB 1386 PG 2309 j ► MATT(E E IDB 1246 PG 210 ' SHALL BE PREPARED TO RECONNECT THESE SERVICES DURING THE
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A►aD RrENArICES PIN 707 t 1 1 B 88E PG 168 IN 70701840947 DB 1418 PG 76 I PIN 707019500376 LINING RECONNECTION ION REPLACEMENT
OF T cE EE SERVICE SHALL E AT PREVAILING
f J.� _11-- t RECONNECTION OF THESE SERVICES SHALL BE AT PREVAILING UNIT
CONTRACTOR TO I�TALL�P SED WATER SUPPLY 1 REPLACEMENT I rj' PI 17070 1 64 09531 PIN707 042 PRICES AND HAVE BEEN INCLUDED IN ESTIMATED BID QUANTITIES
MANHOLE TANK ply p AT WATER MAIN 11V yi:`°_ CONFORM I
MH. CO SHALL VERIFY POINT RERABi I I PROPOSED MH SSE 0301 LOCH OF EXISTING 2 CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN (OR
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MATCH EXL48Nti T ELEV)
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REM ® S ® $ 3 THE CONTRACTOR SHALL COORDINATE THE SUPPORT OF EXISTING
POWER POLE AND TEMPORARY GUY WIRE REMOVAL 8 REPLACEMENT
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- — - NEAR THESE UTILITIES CONTRACTOR SHALL USE ALLOWANCE TO PAY
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PROJECT NAME
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SANITARY SEWER IMPROVEMENTS
CITY OF EDEN, NORTH CAROLINA
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SEE NOTE 1 GRAVEL.
CONTRACTOR TO REPAIR STS BY
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p
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CULVERT FOR PROP 24• RCP.
(CUT4N) MH
1 CONTRACTOR SHALL COORDINATE THE SUPPORT OF
SEE DIET DWG NO. 34
STA "BM
EXISTING POWER POLE AND TEMPORARY GUY WIRE
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0-1 0 1
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p�
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PAY FOR COST OF DUKEIPROGRESS SUPPORT AND/OR
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B1Dfi 523 BRIDGE ST
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y 20'
FF -67539 t EVERETTE ROME I DB 1114 PG 1082
1400
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GASTON PIN 797906497759
2 OPEN CUR EXCAVATION OF N BRIDGE ST (SR 1805) SHALL
NOT BE PERFORMED UNTIL RECEIPT OF APPROVED NCDOT
BRIDGE ST
I
ENCROACHMENT AGREEMENT CONTRACTOR SWLLLBE
RESPONSIBLE FOR SECURING N BRIDGE ST (SR 1805) SINCE
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/ THE SHEETING/SHORING IS A CRITICAL PART OF
%
PIN 797906498711 1
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-
-
- - - - —
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vF-
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_
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PROPOSED MH BSE 0109 1 BAPTIST CHURCH OF EDEN MABE PROPERTIES LLC
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� PIN 797906491955
I EXISTING S' DIP SERVICE EXIST MH BSE 0998
EUSTMHBSE0109 I i I CONTRACTOR T I TO BE REMOVED 1 I I TO ELIMINATE AERIAL CROSSING i TO BE REMOVED — -
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I 11 PIN 1707018401111 1 N/F
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! ' CALES, THOMASI CITY OF EDEN ATKINSON& MH SSE 0737 AND SSE 0295 AND PUKE CIEANOUT AT CITY OF EDEN
�,• I i WRIGHT LTS EASEMENT OR RIGHT -OF -WAY SANITARY SERVICES FOR THE
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31 435 MONROE ST PIN 70701830917 403 MONROE ST INSPECTION BY OWNER CONTRACTOR SHALL BE PREPARED TO
iPIN 7070184001131 1 DB 709 PG 306 RECONNECTT.E. SERVICESDURINGTHEUNINGANDOR
I .$ PIN 7070 t 8307490 REPLACEMENT OF THE EXISTING MAINS RECONNECTION OF THESE
SERVICES SHALL BE AT PREVAILING UNIT PRICES AND HAVE BEEN
i ` 1 INCLUDED IN ESTIMATED BID QUANTITIES
PROPOSED MH
PROPOSED MH
0288 1 274.5 LF B' TCP 2 CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN
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PROPOSED MH 4' DIA STD 96 I I TO BE REMOVED (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA CCTV BEFORE
DIA STD MH $TA 8+84.70 l 1 477.7 BY ORDERING MATERIALS FOR RECONNECTION NO SEPARATE PAYMENT
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2011011500RA

\A 1 EXIST MH BSE 0005/ 1
\ TO BE REMOVED
`d 1 PROPOSED MH BW 0005
IV AT MH
RAM EL -572M
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PROPOSED MH � � INCIDENTAL TO CLEAR 8
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\ SEE NOTE 2.
/
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33 Lf TO MH BS S • i TO BE ABANDONED '
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t
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NV ItJ
1 CONTRACTOR SHALL REPLACE CONCRETE SIDEWALK AND CURB 8 GUTTER
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WALL SHALL BE NEATLY REMOVED (SAWCUT ALONG STRAIGHT VERTICAL
LINE) AND REPLACED WITH EQUIVALENT SIZE BLOCK AND CONCRETE
FOUNDATION OR FOOTER EXISTING SECTIONS ON EITHER END SHALL BE
/• IF '"•� SHORED OR PROTECTED REMOVE 8 REPLACE HANDRAIL AS NECESSARY
•��' /�
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PROPOSED MH p 'T7ees�' 5 SY
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560
558
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t
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+ PRDJ DATE IAPi12013
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O C DATE
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26
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2011011500RA

i
r
e 1 c
e� 1 r N/F\ N/F \ / ♦ 1 t` !
N/F BE ER% RORRER, MICHAELCG PONT REPAIR (:1a� r ♦ ! t / �✓���
DINGNOIBPOR / / /
l 7QS \ \ \ u HOERTE HNC DOROTHY B\ 518 BOONE RD (REPIACEwm1e•D� N/F
T \ / / PIN
797907692927 ATO�O> KOEHLER, MARK P
6 \\ & a PLaNa / 524 ONE D 522 BOONE l �D�`', p !ti
DB &15 PG 186 \ DB 682 PG 33 DMH PRA DB 7070 9604125PIN tl b / p��Cg3 �'e
�g> > �, \ \ \ \ $ / / ♦ }PROPOSED MH P IQ 797907692729 \ PIN 797907691889 s DIA STD MH 2O9A LF OF r
,• 9p� yGR ♦� \\ \♦ a _ �/ B STD STA3487.63 IN G ! ( p t T9
9 C \ \ / p9 RUA Eiib9 _ J
ST i �AQO r\ 54 \a \ e- riewRr / is 9/�. (J
)ONE \\ 4�, CONC PAD (}
RDAELa466JT7) /9 / r �'�� PROPOSED �ZP \ GRUB P/ W E)OIT= MH SSE 0010
(VARIABLE \ ESMi 7 b! RIM EL=SU.70
\ \ \ 4�EPePbEtl \ WIDTH) =� 1 t t y 1 INVW=679.92(N)
TEMPORARY 1 / / W INV D0679-% (NE)
\ \ \ I AND SIDEWALK �\ \CONSTESMT / ( pryEBD
\ Y^\ EXISTWGMHBBEOOI9 /� / INVWr=b78M
3 \ \ J / � \�\ `RIM EL- 570.88 t ' 3 3
4yy _
♦ ♦ \ ��'�I� o o�� - D0 � � 8TA"L. rb o CONNECT VAL INE, DOROTHY M / NOTES
P VVWIENT \ }'} TO PROPOSED MH 51SQOLLEGE ST / 1 PRIORTO ORDERING MATERIALS FOR SEWER RELOCATION
\ Q° ez LF e' TCP DB 1324 G 842 PIN %� BETWEEN PROPOSED MH SSE 0722 AND PROPOSED MH BSE
PROPOSED MH % 0699. THE CONTRACTOR SHALL VERIFY EXISTING SERVICE
TO BE BBE 0722 7d7d1 lk d22 1 LATERAL DEPTHS (BETWEEN EXIST MH BSE 0740 8 SSE 0023) AT
// �0�� , '� R� �• F DIA STD MH t LOCATION IM•ERE EXISTING LATERALS WILL BE INTERCEPTED
PLUG EA END STA 3+95A1 y`~� / WITH NEW LATERAL TO CONFIRM IF ADJUSTMENT TO VERTICAL
8 ROUT FILL /RIM EL�883.88 ~ �``"`•.. / ALIGNMENT IS NECESSARY PROPOSED VERTICAL ALIGNMENT IS
) t M61-SSW LT BASED ON THE FOLLOWING CRITERIA.
/ l ^ /i/ :1 �' `S` \ \ d`1'"G ° a,. ♦ .0°
EXIST O t \ A. ASSUME EXIST LATERAL INVERT IS 4 FT BELOW EXIST
` GROUND OUTSIDE BUILDING
10 B EXIST LATERAL IS LAID AT 1% SLOPE TO EXIST SEWER
OR
/ ✓ / `� � <•• t � ,,y - � ,e� } � 10 EXIST SERVICE, t � MAINTAIN 8' BELOW EXIST 24' STORM DRAIN OR EXIST 17
_ / �• i / $ I'n r,'0 p.- k• tC'_,gi.� �T�• ``^^ -.,,,• t WHICHEVER IS DEEPER —
SEE NOTE 1 1 , �V 11 ' B MAINTAIN 1% SLOPE TO PROPOSED SEWER
(G�O e• TCP TO BE t J t THE DISCOVERY EXCAVATION SHALL BE SUBSIDIARY TO THE
y /� ,�p X11 $ ( J/ 1 I I L``� , ® \ / 9� \ ♦ I r
ABANDONED COST OF SEWER INSTALLATION
4�a4 r t 2 THE CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN
NCIS, i t r 1 )\ ��� ' '•a* �'�, PROPOSEOMH / t
BON ITA T x r/ /PIA STD MH MH BSE 0898 AND BSE 0723 AND PLACE A CLEANOIJT IN A SEWER
ff VALVE BOX AT THE CITY OF EDEN PERMANENT EASEMENT LINE
530 BOONE RD ; / 1 9 �tF STA1+88.78 i
DB 735 PG 306 )` 1 l�l 1 �1 ) 1 y \ 1 RIM EL�� y 3 CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
I' C-, i i /. A -W474r LT / / / SHOWN (OR NOT SHONM) ARE ACTME BY INSPECTION VIA CCTV
PIN 797907690581 11 PEE ) I O dpi / \ / j 1 1 BEFORE ORDERING MATERIALS FOR RECONNECTION NO
1, (W907E MM) tIl t ° / i / N7 F / SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
swam Vd B, DANIEL RAY / 1( INCIDENTAL TO SEWER INSTALLATION
1 _ INSIDE - 528 BOONE RD / COLLEGE ST UTFALL SEWER REALIGNMENT r 1! 4 CONTRACTOR SHALL VERIFY SERVICE LATERAL INVERTS PRIOR
\
Ell �-
EXISrWGMH SSE O263 1 � t ` -''� r„t- -('�L M�IOMECH DB 1189 PG 1839 SCALE.1" =20' � � TGGR�RIN°"uwH°LE
♦ 4 it l l;� n ALLOWED) PIN 797907691740 1 i I \ 2
2
576 sr6
572 CONTRACTOR BNALL VERIFY 572
AIL MANHOLE RIY 7zC n�
ELEVATIONS
TOEN 0118 APAVEMTO • i Q K
TO PJISURE k FLITSN 7D 7$5 g
566 PA ALU1TW11 g g I I 568
—
II
564 a _' 564
yg1gyI EXISTING GRADE ALONG � � • / � /
560 19; b b b PROPOSED SEWER
gS
bb 33b �EXISTING
Epigligm GAS U T EXISTING
EXISTING
ELEC LINE
WOST2'
x556 ✓ •• ..
WATER IJNE / d'I OQ / i'' / 556
552 y.. (; ) I 552
J1••� /Aj S k7,8 LF
OF DIP 210%
�¢ a 8211 LF e' TCP
548 TOBEABANDONED 548
PLUG EA END
_ AND GROUY
} ST it VCP / % (FLDWABLEFILL)
SCALE- 14OR 1"
5" — 544
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g 28
PROD. DATE Apra 2613
O.0 GF
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2/ ER
PROD. NO
2011011500RA
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RECESSED FUSX�
O
A
3
PLAN
A
MINIMUM NO WEIGHT
FRAME 282185
COVER ITOLBS
TOTAL432LBS
43-1-MMOLEBAT127
A
DEVICE
SECTION A -A
B B TOP OF COVER
SaO STAIN EN STEEL ROD
SECTION B-B
TYPICAL LIFTING DEVICE
2—
STANDARD MANHOLE FRAME AND WATERTIGHT COVER
NOT TO SCALE
MANHOLE BASE SECTION
NEOPRENE BOOT EXPANSION BARD
ORIENT AROUND PPE.TO
BE FLUSH WITH INSIDE
FACE OF BASe SECTION
wNAVmBEWER rMAx
r NAN.INVERT
PPE CLAMP J -
a"
s
a d
NOTES
MATERIAL SPECIFICATION$ NEOPRENE BOOT•ASTM C4= PPE CLAMPBd
EXPANSION CLAMP. STAINLESS STEEL ASTM 0@3
2 TWOPIPE CLAMPS REQUIRED FOR PIPE O O'S /r AND LARGER
STANDARD MANHOLE BOOT
CONTRACTOR TO REMOVE A NOT TO SCALE
MINIMUM r OF EXIST PIPE AND
REPLACE WDIP S STD SEWER
COUPLING, REFER TO COWLING
DETAIL. OWD NO 30
1 EXISTING MANHOLE ,
1OmeDa ARD WEID+R
FRAIL 182188
COVER 120185
TOTAL 302 LOS
PLAN
2B w
2831x'
SECTION A-A
STANDARD MANHOLE FRAME AND COVER
NOT TO SCALE
CORROSION AND SUP
MATERIAL
R PLASTIC)
N
a
4+ 5• I �
SLIP RESISTANT STANDARD MANHOLE STEP
NOT TO SCALE
IN3TALL CONCRETE COLLAR, MIN
r SAW PSI ALL AROUND NEWPIPE
MIN
EXTEND NEW PPE A MINIMUM /-IQD STONE ALL AROUND
OF 2• INTO EXISTING MANHOLE, _. /
- E
RAMP DOWN TO EXISTING 1 I I GRAVITYBEWER
BENCH MATH GROUT
~a' '�r L •w
�'— —
rTO +r
I 0'TO1
•1
RAID DOWN TO
3r T05f
ZD AND GREATER
/� / / /� / / /� / / /� /� / /
/
!, EXIST PIPE
MANHOLE DIAMETER
NEW DIP
I
1
I EXISTING BENCH
•
NOT TO SCALE
\ \ \ \ \ \�j \ \ \ \.\ \ \/� \ \ \ \ \ \ \ \ \ \\
- --
-�
84
I
1 WITH GROUT
EXISTING,
a
BENCH
EXISTING MANHOLE EASE
NOTES
SEWER
COUPLING
•
': _
d
I WHEN CORING IS NOT POSSIBLE. REMOVE EXISTING PIPE AND MANHOLE WALL AS NECESSARY
TO INSTALL NEW PIPE MINIMUM OPENING IN WALL SWILL BE PIPE OA • r ALL AROUND AFTER
CORE HOLE W
A
-
PIPE INSTALLATION. FILL VOIDS AROUND PIPE COMPLETELY MATH NONSIHRINK GROUT
MA
NEOPRENE BOOT
• d +
d
2 NEW PIPER TO EXISTING MANHOLES MAY BE INSTALLED FOR A POINT REPAIR, PIPE
REPLACEMENT PIPE BURSTING OR SERVICE LATERAL REPLACEMENT
CONNECTION TO EXIST/PROPOSED PRECAST MANHOLE
CONNECTION TO EXISTING BRICK MANHOLE
NOT TO SCALE
NOT TO SCALE
A
I
MANHOLE FRAME
AND COVER
ELEVATION VARIES
REFER TO PROFILE
]m
s
MAN SIZE 104 DEPTH OF INSTALLATION
rTO +r
I 0'TO1
1r T03r
1 12 TO 20
3r T05f
ZD AND GREATER
BE APPLIED TO THE TOP OF THE
MECTION TO PROVIDE A WATER
3"SBANCHOR
BOLTS, MIN C DEE
(d REOD)
Bey ECCENTRIC MH CONE MAY M
un oN rAND Mr SEWER MA/19
ECCENTRIC CENTRIC CONE AND BARREL SECTIONS
SMALL BE AS PER NCDOT STD 8408)
d 2 WHEN MANHOLE TOPS ARE IN EXCESS OF S
EOD ABOVE GRADE OUTSIDE STEPS MUST BE
•O• RING SEAL PROVIDED SEE STEP WA.
OR RAM.NECK
S IN NON - TRAFFIC AREAS. TOP OF FRAME AND
COVER SWILL BE INSTALLED A MIN Of 1'
ABOVE FINISHED GROUND SURFACE
r RUBBER BOOT
SECTION AT RIGHT ANGLE TO EXISTING MAIN
NOTES
I FLOW SMALL BE MAINTAINED DURING
CONSTRUCTION
2 THIS DETAA TO BE USED MEN A r OR LARGER
LATERAL NECESSITATES CONSTRUCTION OF A NEW
MANHOLE OR WHEN NEW MANHOLE MUST BE
CONSTRUCTED OVER EXIST SEWER LINE
3 SEE STANDARD DETAIL FOR PRECAST MANHOLES
4 THE CONTRACTOR SHALL PROVIDE A MIaNMV
COMPACTED 097 $LONE BASE
8 FOR SPECIALTY SECTION OF PRECAST MANHOLE,
SEE DERAIL
S FOR BASE OF MANHOLE SEE DETAL
SECTION ALONG CENTERLINE OF EXISTING MAIN
STANDARD MANHOLE INSTALLATION OVER EXISTING SEWER MAIN
NOT TO SCALE
EXISTING
SEWER
MAIN
0 Or FLO SENDS
L1 i \ INSECT SCREEN
\_ BETWEEN bl
100 YR FLOOD ELEV FLANGES h
l
usr a PUCE
TOP OF MANHOLE
zL4z -t
OPTIONAL VENT
DUCTILE IRON FLANGED FITTINGS
C 01 PIPE —
100 YR FLOOD ELEV�
STANDARD MANIWLE FRAME
AND WATERTIGHT COVER
12• PRECAST TOP SLAB
SLOPE GRADE
AWAY FR01I
MANHOLE ALL SIDES
.r
3
MELDED JOINT
INSECT
SCREEN h
CONTINUOUS
—SEAL AROUND
VENT PIPE
SEE STANDARD OETAIL PRECAST
MANHOLE DETAIL
STANDARD FLAT TOP MANHOLE W/ VENT
NOT TO SCALE
i- nBARSATrCTS -4
■■ MEN ■■
F, M ��
ON U:
RESFORCFDmFC Faorwo FOR
f FREGIBT YAIDPXE
j #1##
�Td
RE FDROMOONC FOOTINGFOR
CFREWT RAN HOLE
H nBARSAIr CTS
■.m
EXTENDED MANHOLE BASES MAYBE USED TO
LAIN rCOMPACTEDBS7 STONE
MINIMIZE MANHOLE DIAMETER WHEN A LARGER
SASE TO BE INSTALLED UNDER
MANHOLE 13 REQUIRED BECAUSE OF THE DEPTH,
NEW MANHOLE
IN WHICH CASE MAIN SIM WILL DICTATE
Tt
MANHOLE DIAMETER
SECTION A -A
=—&m Y08 1 PW
STANDARD PRECAST SANITARY
SEWER MANHOLE
NOT TO SCALE
SECTION AT RIGHT ANGLE TO EXISTING MAIN
NOTES
I FLOW SMALL BE MAINTAINED DURING
CONSTRUCTION
2 THIS DETAA TO BE USED MEN A r OR LARGER
LATERAL NECESSITATES CONSTRUCTION OF A NEW
MANHOLE OR WHEN NEW MANHOLE MUST BE
CONSTRUCTED OVER EXIST SEWER LINE
3 SEE STANDARD DETAIL FOR PRECAST MANHOLES
4 THE CONTRACTOR SHALL PROVIDE A MIaNMV
COMPACTED 097 $LONE BASE
8 FOR SPECIALTY SECTION OF PRECAST MANHOLE,
SEE DERAIL
S FOR BASE OF MANHOLE SEE DETAL
SECTION ALONG CENTERLINE OF EXISTING MAIN
STANDARD MANHOLE INSTALLATION OVER EXISTING SEWER MAIN
NOT TO SCALE
EXISTING
SEWER
MAIN
0 Or FLO SENDS
L1 i \ INSECT SCREEN
\_ BETWEEN bl
100 YR FLOOD ELEV FLANGES h
l
usr a PUCE
TOP OF MANHOLE
zL4z -t
OPTIONAL VENT
DUCTILE IRON FLANGED FITTINGS
C 01 PIPE —
100 YR FLOOD ELEV�
STANDARD MANIWLE FRAME
AND WATERTIGHT COVER
12• PRECAST TOP SLAB
SLOPE GRADE
AWAY FR01I
MANHOLE ALL SIDES
.r
3
MELDED JOINT
INSECT
SCREEN h
CONTINUOUS
—SEAL AROUND
VENT PIPE
SEE STANDARD OETAIL PRECAST
MANHOLE DETAIL
STANDARD FLAT TOP MANHOLE W/ VENT
NOT TO SCALE
i- nBARSATrCTS -4
■■ MEN ■■
F, M ��
ON U:
RESFORCFDmFC Faorwo FOR
f FREGIBT YAIDPXE
j #1##
�Td
RE FDROMOONC FOOTINGFOR
CFREWT RAN HOLE
H nBARSAIr CTS
■.m
SLL OF MAGDIAL iCR 1111Na1RE
0,292
mm
LETNDIM
NO
n
w
et
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a
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I
SLL OF MAGDIAL iCR 1111Na1RE
SAP
mm
LETNDIM
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4L
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EXTENDED BASE OR CAST -IN -PLACE
REINFORCED CONCRETE BASE
NOT TO SCALE
—21
11
r
DD CKSON
OateIAR1LLY IT16dtrI1Gloe aDrNMrmm
TNrmporaW D + Wtmw Rwa Ns
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PROJ DATE jApAI 2013
OC
CLC DATE
DRAWING NUMBER
28
PROD NO.
2011011500RA

M
9
LZ I
rFraarnor.
atn
Mf OaI Nf t V
x
x
e Mco
❑ ❑
M CAM LOgDI L7) SS ROLL PINS
1?DIA.13W
137
D /A2 QFATIL7HAN APIOILBpiOt I1D
SULKNEADATEACNEND
2 7T
Z
�
a
OF CASING PIPE
STYROFOAM PLUG TO A8813T
C
fUIL TRdO1IA0M OD
TYPICAL CAM LOCK MANHOLE WPI"QA°KET
FINNED GASKET IN VERTICAL
FACE OF COVER TO MAKE
WAT*FRAME
ER
KING DEVICE
STANDARD - PENTAGON HEAD S S
OPTIONAL - S S HEX HEAD SOLT
TYPICAL LOCKING DEVICE
NOTE DEWEY EROS OR
APPROVED EOUAL
BOTTOM OF FRAME
OPEN
POSITION
BOTTOM OF COVER
CLOSED
O POSITION
BOTTOM OF FRAME
NON- SNRINKGROUT
D /A2 QFATIL7HAN APIOILBpiOt I1D
SULKNEADATEACNEND
FINISHED GRADE
Z
�
O
OF CASING PIPE
STYROFOAM PLUG TO A8813T
C
fUIL TRdO1IA0M OD
� Qp
GROUT PLACEMENT. ALL AROUND
Dlli
111G9L \ /
v
TR
Qmm
III' wx
7
CARRIER PIPE
STEEL CASINO PIPE
h
3T STEEL
DIP CARRIER PIPE
PLATE STRAP
NOTE
SGVXr. ASS BOLT
NON4MRINKGROUT SHALL BE
AMEX NUTS ON EA
N
'EUCOB' BY THE EUCLID CHEMICAL
SIDE OF SPIDER, TYP
COMPANY LASTERFLOW717 BY
MASTER BUILDERS, OR EQUAL
!
I I
I I
CASING PIPE
T
PRONDESOGALVBTEE 0=IN
BULKHEAD AT EACH END OF CASINO
PIPE AND 113 CU YD OF CRUSHED
STONE AT DRAIN, WRAP STONE YYTTN
FILTER FABRIC
TYPICAL CASING PIPE PLUG
CASING PIPE DETAIL
NOT TO SCALE
INSIDE DROP BOWL SECURED
WITH STAINLESS STEEL
FASTENERS
PIPE ALIGNMENT GUIDE
i
EXTERNAL PIPE
COUPLER
STEEL PIPE BRACKET SECURED
RUCTURE WITH TWO STAINLESS 2;
BOLTS
(!' INTERVALS. MNMl11M 2) b
PVC DROP PIPE
RING MUST BE ANCHORED
IN ACCORDANCE WITH S-25 WATER -TIGHT MANHOLE FRAME
DING WITH CAM LOCK COVER
S-27
EXISTING
_ -GRADE
CONCRETE GP +�jry,Jlj\
'AN. THICq \�
tq-
r— —_ —_ _— _ --I !
INSIDE FILLED I L _ — — — ,4 1
WITH SELECT _ _ _
BACKFILL —_
I F' --- ----j .i
P WITH 1 . w_ — — — — — —
HPLUG LUG1RINK — — --- — — —
GROUTONSIDE I
MANHOLE) 1 -
- — —_ —_
NOTES
1 MANHOLE FRAME 8 COVER AND ANY PRECAST CONCRETE SECTIONS THAT
ARE REMOVED WILL REMAIN PROPERTY OF THE OWNER
2 ALL EXISTING MANHOLE ITEMS REMOVED SHALL BE DELIVERED TO A
STORAGE LOCATION SPECIFIED BY THE OWNER. FOR BID PURPOSES,
STORAGE LOCATIONS IS PRESUMED TO BE PUBLIC WORKS KLYCE STREET
4V1'T19Tl1
MANHOLE ABANDONMENT
NOT TO SCALE
NOTES
T PIPE PLUG SYMBOLS ON PLANS ARE FOR REPRESENTATION ONLY
2 CONTRACTOR SHALL REMOVE 5 LF (MIN) OF EXISTING PIPES) CONNECTED
TO MANHOLE AND PLUG THE PIPE TO BE ABANDONED
3 CONTRACTOR MAY REMOVE MORE PIPE (AT CONTRACTORS DISCRETION)
WHEN A PROPOSED MANHOLE IS TO BE INSTALLED IN PLACE OF THE
EXISTING MANHOLE OR IF AN EXISTING PIPE IMPEDES THE CONNECTION
OF A NEW PIPE TO AN EXISTING OR PROPOSED MANHOLE
REMOVE EXISTING MANHOLE (PIPE PLUG)
NOT TO SCALE
INSIDE DROP BOWL SECTION A -A
_ TOP_ QF MANHOLE_
L�. ,� EXISTIN06RADE
SEE PLANS .& MIN.
11 THEORETICAL f -1
_SIOPE. TYP
AFF PI-ANA
ENTRY PIT PLAN
B BEYOND TOE OF
SLOPE OR EDGE
OF PAVEMENT
S
1 1 THEORETICAL
SLOPE TYP
1 SLOPE. TYP
CASxo RECEIVING PR
E LA
11 THEORETICAL
SLOPE. TYP
GROUT ANNULUS OF RECEIVING PIT PLAN
NTOR SPACE BETWEEN
ITRACK CARRIER AND
PIPES AND BE
SHOULDER, CONSSTENTWITH
TYP DITCH DETAIL FOR CASING
PIPE PLUG (S-18)
.I._/ CARRIER
SEEDETAIL CASING PIPE
TYPICAL PIPE CROSSING
FRONT VIEW SIDE VIEW
DETAIL
NOTES
1 DEPTH OF ENCASEMENT PIPE SWILL BE A MIN OF S BELOW THE SUBGRADE OF PAVEMENT OR A MN OF S BELOW TOP OF ASPHALT
2 STEEL ENCASEMENT PIPE SHALL CONFORM TO ABTA A-139 WIT/ WALL THICKNESS AND GRADE AS DEFINED N THE SPECIFICATIONS
MINIMUM ALLOWABLE YIELD STRENGTH 19 33.000 PSI
- BOREAENCASEMENT SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT SECTIONS
- BOREIENGSEMENT BHML EXTEND 5 FEET BEYOND TOE OF SLOPE IN FILL SECTIONS
- SOREIENCASEMENT SHALL EXTEND to FEET BEYOND EDGE OF PAVEMENT IN SECTIONS WITH NO FILL OR DITCH
3 CARRIER PI HA WI
PE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH THIN THE CASINO BY USING 'SPIDER" STEEL SUPPORTS AT
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE), OTHER METHODS MUST MEET APPROVAL OF THE
ENGINEER OR OWNER
N REFER TO PUNS FOR ENTRY AND RECEIVING PIT DIMENSIONS FOR EACH HORIZONTAL BORE AND JACK LOCATION
5 TRAFFIC CONTROL SHALL CONFORM TO MUTCD TO ALLOW TWO LANE TRAFFIC TRAFFIC BARRIERS SHALL BE WRAPPED AROUND PITS
AND TAPERED TO AVOID BLUNT ENDWMERE PITS ARE WITHIN OR NEAR CLEAR RECOVERY AREA
S EXCAVATION PROTECTION PUN CONTRACTOR SHALL PROVIDE SHEETING, SHORING, AND BRACING MATERIALS AND INSTALLATION
REQUIRED TO PROTECT EXCAVATIONS, ROADWAYS AND ADJACENT STRUCTURES AND PROPERTY, INCLUDE STRUCTURAL
CALCULATIONS TO SUPPORT PUN PREPARE EXCAVATION PROTECTION PUN UNDER DIRECT SUPERVISION OF PROFESSIONAL
EN30GER EXPERIENCED IN DESIGN OF TKISWORK AND LICENSED INSTATE OF NORM CAROLINA. POOMM SIOR NO94A LSE
ACCIPTABLETO D98TRW EGDFERB OFFICE AND THE NCOOT UTILITIES UNIT STATDIARDTRBICH BOX SHORING SHALL NOT BE
CONSIDERED AN ACCEPTABLE PLAN WHERE EXCAVATIONS WITHIN NCDOT ARE GREATER THAN 10 FEET N DEPTH AND ALSO ARE
LMMIN TE TEORETICAL IY 6LOPF CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ENGINEERED EXCAVATION AND POSITIVE
SHORING PUN INCLUDING GEOTECHNIGL AND STRUCTURAL CALCULATIONS IN ACCORDANCE ENCROACHMENT CRITERIA
CNECKUI6T4-OSTIVE SHORING NOOOT CONTROL OF ACCESS FACILITIES. PLAN SHALL BE SEALED BY NORTH CARMDAREG99TERED
BGBFER. NCDOT REVIEW OF THE SUBNITAL MAYBE 6-12WEEKS DEPENDING ON THE COMINETENES8 OF THE SUBMITTAL OR MORE
G THE GE ERA. ET DD IS NOTACCEPIED. THIS SUBMITTAL SHALL BE READY FOR SUBMISSION TO NCOOT DESIGN SERVICES UNIT
WITHIN IO DAYS FROM NOTICE TO PROCEED. CONTRACTOR 14 FMPONS13IE FOR ACQIARSIGAPPIROVAL FROM MOODY AN DANY
ASSOCIATED DELAYS OR DELDGUBOBB DB9iBNCED DLMMTHE SIBNTTALPROCESS.
7 ANNULUS SPACE BETWEEN ENCASEMENT PIPE AND CARRIER PIPE SWILL BE GROUTED
CORE HOLE FOR INLET SANITARY
LINE WITH CORING MACHINE AND
INSTALL RUBBER BOOT
MIN 7 COMPACTED 1157 STONE
BASE TO BE INSTALLED UNDER
NEWWANHOLE
NOTES,
1 PIPE AND FITTINGS FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM SPECIFICATION
D3034
2 BOTTOM BEND TO BE 45' SHORT BEND (TO PROVIDE SMOOTH TRANSITION INTO CHANNEL FLO". BELL
BY SPIGOT, OF SDR 35 PVC SPIGOT SHALL REST DIRECTLY ON SHELF CONSTRUCT TROUGH FROM
DROP EFFLUENT TO MAIN CHANNEL
3 SECURE INSIDE DROP BOWL ASSEMBLY WITH STAINLESS STEEL PIPE BRACKETS SECURE DROP PIPE
WITH MINIMUM OF TWO FASTENERS VERTICAL ADD EXTRA BRACKETS TO MAINTAIN MAXIMUM SPACING
OF SFEET MINIMUM OF TWO STAINLESS BOLTS REQUIRED PER BRACKET
4 CORE HOLE SHALL NOT ENTER CONE SECTION OR BE IN A JOINT
5 MINIMUM DIAMETER OF INSIDE DROP MANHOLE SHALL BE S-FEET
8 INTERIOR DROPS ARE NOT REQUIRED WHERE THE VERTICAL DROP IS LESS THAN OR EQUAL TO
304NCHES ABOVE THE CROWN OF THE 354NC H INTERCEPTOR WHERE THE DROP EXCEEDS 304NCHES,
INTERIOR DROP SHALL BE CONSISTENT WITH THE INTERIOR BOWL ASSEMBLY
INSIDE DROP MANHOLE CONNECTION
NOT TO SCALE
ENCASEMENT PIPE UNDER HIGHWAYS & ROADS
NOT TO SCALE
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DRAWING NUMBER
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PROD NO
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W CONTDIUOUS A
IE
ECCENTRICCOUPUNG FOR
CONNECTED PIPES OF UNEQUAL
DIAMETER OR APPROVED EQUAL
EXIST PVC OR I / I muW, DUCTILE WON PIPE
VIST PIPE i ��1r�V/
j• S MIN (ro BE PLACED
ON UNDISTURBED EARTIO
MM 17 • • -' MIN IT
SECTION
.3 AGGREGATE STONE FERNCO -1058 SERIES W
BEDDING MW CTOPA rSTEEL CIMIPB AND SHE
HIDES TYPICAL / MISSION PRODUCTS
• ^EXIST PVC OR
"ION VCJTC PPE I DUCTILE PIPE
rCO"CRETEJ ELEVATION
BOTTOM. TYPICAL
SERE BTSTANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
BEYOND COUPLING
STANDARD SEWER LINE COUPLING
NOT TO SCALE
2—
1
NOTES
I MANHOLE SHOWN IS A TYPICAL SHAPE HOWEVER, MANHOLE
SHAPES WILL VARY CONTRACTOR SMALL OETERMNE ACTUAL
SHAPE
2 BID REM IS ON COATING EXISTING (FOOT DIAMETER MANHOLE
WITH HYDROGEN SULFIDE RESISTANT CEMENTITIOUS LINER
3 CEMENTITIOUS LINER SHALL NOT BE INSTALLED UNTIL ALL MAW
SEWER, SERVICE LATERAL WORK WITHIN THE MANHOLE, AND
OTHER WNHOLE REMABILITAlION WORK IS COMPLETED
4 CONTRACTOR SHALL PROPERLY PREPARE SURFACE PRIOR TO
LINING W STRICT ACCORDANCE WITH THE UNNO
MANUFACTURER'S RECOMMENDATIONS ALL MATERIAL REMOVED
DURING THE PREPARATORY WORK INCLUDING PRESSURE
CLEANING SHALL BE REMOVED FROM THE MANHOLE AND
DISPOSED OF OFFSITE - NO MATERIAL SMALL BE ALLOWED TO
ENTER THE HEWERS IN ADDITION, NO CHEMICALS USED FOR
CLEANING OR OTHER OPERATIONS SMALL BE ALLOWED TO ENTER
THE SEWER CEMENTITIOUS LINING SHALL BE MONOLTINICALLY
SPRAY APPLIED W ONE PASS AND TROWELED SMOOTH AFTER
APPLICATION
S CONTRACTOR SMALL PROVIDE BYPASS PUMPING AS REQUIRED
WHILE REHABILITATING MANHOLES BYPASS PUMPING MUST BE
PERFORMED WHEN COATING THE INVERT CHANNELS WITH
GROUT NO MATERAL SMALL BE ALLOWED TO ENTER THE
SEWERS
6. PROVIDE ADDITIONAL CEMENTROUS MATERIAL AS NECESSARY
TO PROUmE AMDSWM 7 FALL FROM THE MANHOLE WALL TO
THE INVERT CHANNEL ANY AND ALL ADDITIONAL CEMENTITIOUS
MATERIAL REQUIRED TO PROWDE THE 7 FALL 81011L BE
INCIDENTAL TO THE WORK AND SMALL BE INCLUDED W THE UNIT
PRICE BID FOR THE CEMENTITIOUS COATING THE CONTRACTOR
IS ADVISED THAT MOST OF THE EXISTING BENCHES ARE FLAT
PROVIDE CHANNEL IN BENCHING FOR SEWERS ENTERING
MANHOLES ABOVE BENCHING CHANNEL TO PROVIDE SMOOTH
TRANSITION TO WIN INVERT CHANNEL
7 COAT INVERT CHANNELS WITH A QUICKSET NONSHRIKK GROUT
TO PROVIDE A CONSTANT SLOPE BETWEEN INLET AND OUTLET
HEWERS WHEN SPEDIFIEDHEQURED BY THE ENGINEER
PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO PROVIDE A
UNIFORM INVERT CHANNEL THROUGH THE MANHOLE THE WIDTH
OF THE UNIFORM CHANNEL SHALL BE EQUAL TO THE INCOMING
AND OUTGOING PIPE DAMETERS THE FINISHED CHANNEL SHALL
BE SMOOTH AND FREE OF BURRS THAT WILL CATCH TOILET
S THE MANHOLE IS ANTICIPATED TO REQUIRE ITS BENCH AND
INVERT CHANNEL TO BE REBUILT THE ENGINEER WILL
DETERMINE SUCH WORK BASED ON MANHOLE INSPECTIONS
REBUILDING MAY BE REQUIRED IF THERE IS NO BENCHING. AND
NO DEFINED INVERT CHANNEL OR IF THE EXISTING INVERT
CHANNEL IS MORE THAN S INCHES WIDER THAN THE INCOMING
AND OUTGOING PIPE DIAMETERS EXISTING INVERT CHANNELS
THAT ARE LESS THAN S INCHES WIDER THEN THE
WCOLSNOIOURGOINO POPE DIAMETERS SHALL BE NARROWED TO
PROVIDE A UNIFORM CHANNEL PER NOTE S AS PART OF THE
MANHOLE REH ABILITATON WORK AND AT NO ADDITIONAL COST
BENCHES AND INVERTS SMALL BE IN ACCORDANCE WITH
STANDARD MANHOLE CONSTRUCTION
10 ALL REHABILITATED MANHOLES SHALL BE VACUUM TESTED IN
ACCORDANCE WITH ASTM 0.1244 EXCEPT THAT THE MINIMUM
TEST TIME SMALL BE 1 MINUTE. VACUUM TESTING SHALL BE
PERFORMED AFTER ALL MANHOLE REHABILITATION WORK 13
COMPLETE TESTING SHALL INCLUDE VACUUM TESTING THE
FRAME -0NSANEY INTERFACE CONTRACTOR TO PERFORM ALL
MANHOLE REHABILITATION WORK NECESSARY IN ORDER TO PASS
THE VACUUM TEST THE CONTRACTOR SHALL REPAIR ALL LEAKS
AND SHALL RE -TEST MANHOLES THAT FAR THE VACUUM TEST
REGARDLESS OF THE REASON FOR THE FAILURE (INCLUDING
LEAKS AT THE FRAMECHOANEV SEAL) AT NO ADDITIONAL COST
TO THE OWNER
3WV SSANCHOR
BOLTS MIND DEEP
(1REM
EXISTING MANHOLE WALL
I`-
d
EXISTING MANHOLE STEPS TO �1-
REMAIN UNLESS DIRECTED
OTHERWISE BY ENGINEER
PLUG VOIDS AROUND STEPS WITH �T
I1 THE ENGINEER WALL SPECIFY MANHOLES TO RECEIVE AN
EXTERIOR COATING OF MORTAR THE MORTAR SMALL RE
SPECIALLY DESIGNED FOR INSTALLATION ON VERTICAL, EXPOSED
SURFACES AS RECOMMENDED BY THE MORTAR MANUFACTURER
THE MORTAR SMALL BE USED TO REPAIR BROKEN OR CRACKED
MORTAR AND TO PATCH MOLES W EXPOSED WALLS ALL OLD.
CRACKED MORTAR SMALL BE COMPLETELY REMOVED AND THE
SUBSTRATE SURFACE SMALL BE CLEAN AND DRY PRIOR TO THE
INSTALLING NEW 14NCH THICK MORTAR MORTAR ro BE MB2
REPAIR MORTAR BY THOROC, SDVATOP 123 Sy SIKA CORPORATION
OR APPROVED EQUAL
RESET, RAISE OR REPLACE
WHERE SPECIFIED
SPECIAL CEMENTITIOUS MORTAR
ON OUTSIDE OF EXPOSED MANHOLE
WALLS WHERE SPECIFIED - SEE NOTE
10 MW 1' THICK AND EXTENDED TO
ABOVE AMID AROUND FRAYS AS (MOWN
I ' -T
AFTER VARIES j 7
­4
—LI YW I'TIHICKCEMENTI1TOUS UNER ON
VERTICAL WALL ro 1'ABOVE BOTTOM
OF FRAME, SEE NOTES; 3,1 S S
PAPER. DEBRIS RAGS ETC SEE NOTES GROUT PRIOR TO INSTAWNG _i . 1 EXISTING INVERT CHANNEL
CEMENTITIOUS LINER �. _ —_I COAT INVERT CHANNEL WITH
8 AT WAWBENCM INTERFACE, INSTALL ADDITIONAL CEMENTITIOUS _._I GROUT SEE NOTES 4 S S
MATERIAL TO PROVIDE A SMOOTH TRANSITION FROM THE WALL
TO THE BENCH AS SHOWN MATERIAL SMALL BE MONOLITHICALLY
APPLIED WITH THE WALL AND BENCH MATERIAL YIN. LINER N CENICKI GALL _— — SEE NOTE 7
LINER ON BENCHING ALL �
AROUND SEE NOTES 2, 318 8 I —
EXISTING BENCHING RESUILDVWTH YIN
CROWN PSI F SEWERS WHERE CONCRETE ro -• a / \ QUICKSET
CROWN N WEER- WHERE DIRECTED
BY THE ENGINEER -SEE NOTE 8 \
— — — eH— �-i`-' — — ^ \ \
REHABILITATION OF EXISTING MANHOLE
NOT TO SCALE
WELDED
INSECT SCREEN
VENT
I I FLOW
\I
— �MANNOLE
VENT PIPING �'•' —' y YX RING a COVER
WRNSECTSCREEN
PLAN VIEW
7C' ABOVE 100 YR FLOOD ELEV
I 0
FLUSH FLEXIBLE
H VIII N WL
AL
I I I
I I i I
POUR CONCRETE ANCHOR AROUND
BOTTOM OF VENT (3 CU FT MIN)
NOTES
1 VENT PIPE OPENING W PRECAST CONCRETE MANHOLE WALL SMALL BE
CORED WITH A CONCRETE CORING MACHINE FOR BRICKMORTAR
PROVIDE NEAT OPENING AND FILL AROUND WITH NONSHINK GROUT
2 LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE
CONSTRUCTION INSPECTOR WITH VENT TO BE ELEVATED AT LEAST 2
FEET ABOVE THE IW YEAR FLOOD ELEVATION OR AS SHOWN ON PLANS
I I i
I I FLOW
! I I I I fl
- - -- r— i— L-- -- - - - ---
G-------------- - -- --J
MANHOLE VENT INSTALLATION
(EXISTING MANHOLE)
NOT TO SCALE
ELEVATION VIEW
TCH
REMOVE
UNDER PAVED SURFACES
COYP�LLA�iW GRSIEIB�ED f.3.4 &5
BACKFBL PAVED AREAS. BEE NOTE 2
I '
EXISTING BAN SEWER 3
PIPE WTERAL VARIES
COMPACTED Par STONE
NEW DIP SEWER PIPE
LENGTH VARIES, BEE RUBBER SLEEVE COUPLING WITH
NOTE7 STAINLESS STEEL COMPRESSION
EACH END COUPLING TO BE MIN
NOTES 6' WADE SEE DETAIL
1 THE SEQUENCE OF WORK FOR PERFORMING POINT REPAIRS BWLLL BE AS FOLLOWS
A BYPASS PUMA FLOWS AROUND POINT REPAIR SEGMENT
8 EXCAVATE TOCBELOW EXISTING SEWER
C NEATLY CUT EXISTING SEWER AT EACH END OF POINT REPAIR AND REMOVE EXISTING SEWER COMPLETELY
D INSTALL W? STONE TO SEWER INVERT ELEVATION AND COMPACT
E INSTALL NEW DIP SEWER ATA CONSTANT ELOPE BETWEEN THE TWO EXISTING PIPE ENDS CONNECT NNE NEW
SEVER TO THE EXISTING WITH RUBBER SLEEVE COUPIGS REMOVE STONE BEDDING AS REQUIRED TO DISTILL
PIPE AND COUPLINGS AND FILL VOIDS UNDER PTE WITH STONE
F RETURN FLOW THROUGH PIPE
O BACIffILL AND COAOACTA38XOWN
2 UNLADEN PAVED SURFACES ONLY CONTRACTOR SHALL REMOVE EXCAVATED SOIL AND DISPOSE Of R OFFSRE
CONTRACTOR SMALL IMPORT SELECT BACIffILL ABC STONE OR PR GAVEL FOR BACKFILUNO FROM TOP OF OR
STONE TO PAVEMENT BUBfGRADE (FOR CT' STREETS WHERE EXCAVATED MATERIALS A DEEMED UNSUITABLE)
AND PLOWABLE FILL (FOR NCDOT ROADS) ALL COSTS OF SPECIAL BACIFSIWO SHALL BE MADE AT THE UNIT
PRICES BID FOR STREET (ROAD REPAIRS
3 SERVICE LATERALS LOOTED VNTION POINT REPAIR SEGMENTS SHALL BE CONNECTED TO NEW SEVER WITH A
WLWE DIP WYE
LENGTH OF POINT REPAIR WILL BE DETERMINED BY 711E CONTRACTOR ARBOR THE ENGINEER AFTER REVENINO
THE TELEVISION INSPECTION TAPES AND L00.9 THE CONTRACTOR SHILL EXTEND POINT REPAIRS W THE FIELD
AS NECESSARY AND APPROVED BY THE ENGINEER TO CONNECT TO BOLO PIPE LENGTHS SHOWN ON DRAWINGS
ARE ANTICIPATED TO BE aV WMUM LENGTH OF REPLACEMENT
6 THE CONTRACTOR SHALL USE A TRENCH BOX OR 811EETN0 AND SHORING W ACCORDANCE WITH OSHA
REGULATIONS TO SUPPORT THE TRENCH VWILS DURING THIS WORK THE CONTRATOR WILL NOT BE ALLOWED
TO SLOPE TRENCH HALLS
0 REFER TO DETAILS FOR CONNECTING TO MANHOLES
7 ALL PIPE USED FOR PONT REPAIRS SHALL BE DUCTILE IRON PIPE (DIP)
TYPICAL POINT REPAIR
NOT TO SCALE
SOLID OR WATERTIGHT
FRAME AND COVER AS
DIRECTED ON PLANS
21
NOTES
I ALL WA7RKAND MATERW.S TO BE WACCORDANCE
VJITHI THE STANDARD SPECIFICATIONS AND DETAILS
Nr ECCENTRIC MANHOLE CONES MAY BE USED ON e'
2 THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE � AND 1P SEWEN MAINS FLAT TOP MANHOLES MAY BE
MARX A TVPKAL CImWET' SECTION REQUIRED CONTRACTOR TO REFERENCE PLANS
3 CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF
EXISTING MANHOLE TO SELECT APPROPRIATE
DIAMETER OF NEW RISERS STEPS AS
1 CONTRACTOR TO REMOVE EXISTING WAILS ro 8OUD REQUMED
STRUCTURE (ro AT LEAST BELOW THE CONE OR
CHIMNEY SECTION) OR TO THEIR SPECIFIED —
LOCATION THE LARTS OF REMOVAL SMALL BE «. •« •« r« �« r�+�`
APPROVED BY THE ENGINEER W 111E FIELD � �l
CONTRACTOR TO ALSO REMOVE EG08TWO FRAMES
AND COVER, VENT PIPES AND ALL APPURTENANCES.
ETC CONTACTOR TO DISPOSE OF ALL WTERULLB
OFF-SITE
5 CONTRACTOR TO INSTALL NEW RISER AND CONE � o
SECTIONS AS NECESSARY TO EXTEND THE MANHOLE REMOVE PORTION OF 22
TO THE SPEDIFlEDIAPPROVED ELEVATION THE FINAL EXISTING MANHOLE. SEE �
ELEVATION MAY BE HIGHER THAN, LOWER THAN OR ROTES 381 W
EQUAL TO 10.4 THE EXISTING ELEVATION 1 DETAIL DIAMETER S MADE BUTYL RUBBER SEAL � 3
DIAMETER ILLUSTRATES A MIXER ELEVATION THE YETER VARIES ON ALL BELONI-0RADE JOINTS
CONTRACTOR SMALL DETERMINE THE REQUIRED FILL INSIDE JOINT WITH HELD VERIFY
RISER AND CONE HEIGHTS
TO THE sPECff1ED SEE NOTE 3
ELEVATION ENGINEER SWILL APPROVE FINAL NOHiBHRIKKGROVT, .
ELEVATIONS W THE FIELD BOTTOM RISER To eE SEE NOTE 8 _ CONCRETE COLLAR ALL
PROVIDED WITH A FIAT JOINT UNLESS O711ERWISE AROUND, SEE NOTE 6
APPROVED
6 CONTRACTOR TO INSTALL NEW RISER � (� INSTALL 2 PIECES BUTYL
SECTONIEX19TW0 WALL JOINT TO BE PROVIDE A RUBBER UNDER RISER SECTION
LEAK-TIGHT JOINT THE CONTRACTOR BIALL i ( WHERE POSSIBLE -SEE NOTE 6
PERFORM ALL WORK NECESSARY TO PROVOS A E%L4TW0 WNIOIE STEPS
LEAR•TGHT SEAL WHERE POSSIBLE BUTYL RUBBER WHERE APPLICABLE IFS. FOR EXISTING MANHOLE �
SEALANT SMALL BE PROVIDED UNDER THE NEW RISER REHABILITATION, SEE DETAIL
SECTION IN ALL CASES. A CONCRETE COLLAR SHALL ExteiWa MANHOLE THIS SHEET
BE POURED AROUND THE JOINT COLLAR TO BE ��j
MINIMUM B INCHES WIDE AND 12 INCHES HION WALL. SEE NOTE 2
CENTERED ON JOINT ALL AROUND ON THIN INSIDE OF 1 I IL ) I
THE Jowl, corrnMACron TO SEAL JonrrWlml
NON•SXRINK GROUT GROUT TO COMPLETELY FILL
JOINT AND SHALL EXTEND AT LEAST6INCNES EACH L(
BIDE OF JOWTALL AROUND GROUT TO BE TAPERED
TO THE EXISTING WALL SECTION BELOW THE JOINT
GROUT TO BE RESISTANT TO HYDROGEN-SULFIDE r — — y— —, — — — — — — — — J.�J, -- — ,
I I
RAISE AND REPLACE EXISTING MANHOLE
NOT TO SCALE
DICKSON
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PRO L DATE �nl 2013
DC
O C DATE
DRAWING NUMBER
30
PROD NO
2011011500RA
C
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8
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EXCAVATED OR MATERIAL
/• GALVANIZED STEEL PPE
34`988ANC OR
BOLTS, MIN f DEEP W
WATERTIGHT FRAME WITH
(4 REDO) —
r 8OL11 CAM LOCK COVER
POUR CONCRETE ANCHOR FOR L
— r
STABILIZATION (3 CU FT YIN) —
—__ - --
IXISTWO GRADE I
I tt \ EXISTING GRADE
__ I
TEE PIPE WITH
IV,
NOTES
1 VENT PIPE OPENING W PRECAST CONCRETE MANHOLE WALL SMALL BE
CORED WITH A CONCRETE CORING MACHINE FOR BRICKMORTAR
PROVIDE NEAT OPENING AND FILL AROUND WITH NONSHINK GROUT
2 LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE
CONSTRUCTION INSPECTOR WITH VENT TO BE ELEVATED AT LEAST 2
FEET ABOVE THE IW YEAR FLOOD ELEVATION OR AS SHOWN ON PLANS
I I i
I I FLOW
! I I I I fl
- - -- r— i— L-- -- - - - ---
G-------------- - -- --J
MANHOLE VENT INSTALLATION
(EXISTING MANHOLE)
NOT TO SCALE
ELEVATION VIEW
TCH
REMOVE
UNDER PAVED SURFACES
COYP�LLA�iW GRSIEIB�ED f.3.4 &5
BACKFBL PAVED AREAS. BEE NOTE 2
I '
EXISTING BAN SEWER 3
PIPE WTERAL VARIES
COMPACTED Par STONE
NEW DIP SEWER PIPE
LENGTH VARIES, BEE RUBBER SLEEVE COUPLING WITH
NOTE7 STAINLESS STEEL COMPRESSION
EACH END COUPLING TO BE MIN
NOTES 6' WADE SEE DETAIL
1 THE SEQUENCE OF WORK FOR PERFORMING POINT REPAIRS BWLLL BE AS FOLLOWS
A BYPASS PUMA FLOWS AROUND POINT REPAIR SEGMENT
8 EXCAVATE TOCBELOW EXISTING SEWER
C NEATLY CUT EXISTING SEWER AT EACH END OF POINT REPAIR AND REMOVE EXISTING SEWER COMPLETELY
D INSTALL W? STONE TO SEWER INVERT ELEVATION AND COMPACT
E INSTALL NEW DIP SEWER ATA CONSTANT ELOPE BETWEEN THE TWO EXISTING PIPE ENDS CONNECT NNE NEW
SEVER TO THE EXISTING WITH RUBBER SLEEVE COUPIGS REMOVE STONE BEDDING AS REQUIRED TO DISTILL
PIPE AND COUPLINGS AND FILL VOIDS UNDER PTE WITH STONE
F RETURN FLOW THROUGH PIPE
O BACIffILL AND COAOACTA38XOWN
2 UNLADEN PAVED SURFACES ONLY CONTRACTOR SHALL REMOVE EXCAVATED SOIL AND DISPOSE Of R OFFSRE
CONTRACTOR SMALL IMPORT SELECT BACIffILL ABC STONE OR PR GAVEL FOR BACKFILUNO FROM TOP OF OR
STONE TO PAVEMENT BUBfGRADE (FOR CT' STREETS WHERE EXCAVATED MATERIALS A DEEMED UNSUITABLE)
AND PLOWABLE FILL (FOR NCDOT ROADS) ALL COSTS OF SPECIAL BACIFSIWO SHALL BE MADE AT THE UNIT
PRICES BID FOR STREET (ROAD REPAIRS
3 SERVICE LATERALS LOOTED VNTION POINT REPAIR SEGMENTS SHALL BE CONNECTED TO NEW SEVER WITH A
WLWE DIP WYE
LENGTH OF POINT REPAIR WILL BE DETERMINED BY 711E CONTRACTOR ARBOR THE ENGINEER AFTER REVENINO
THE TELEVISION INSPECTION TAPES AND L00.9 THE CONTRACTOR SHILL EXTEND POINT REPAIRS W THE FIELD
AS NECESSARY AND APPROVED BY THE ENGINEER TO CONNECT TO BOLO PIPE LENGTHS SHOWN ON DRAWINGS
ARE ANTICIPATED TO BE aV WMUM LENGTH OF REPLACEMENT
6 THE CONTRACTOR SHALL USE A TRENCH BOX OR 811EETN0 AND SHORING W ACCORDANCE WITH OSHA
REGULATIONS TO SUPPORT THE TRENCH VWILS DURING THIS WORK THE CONTRATOR WILL NOT BE ALLOWED
TO SLOPE TRENCH HALLS
0 REFER TO DETAILS FOR CONNECTING TO MANHOLES
7 ALL PIPE USED FOR PONT REPAIRS SHALL BE DUCTILE IRON PIPE (DIP)
TYPICAL POINT REPAIR
NOT TO SCALE
SOLID OR WATERTIGHT
FRAME AND COVER AS
DIRECTED ON PLANS
21
NOTES
I ALL WA7RKAND MATERW.S TO BE WACCORDANCE
VJITHI THE STANDARD SPECIFICATIONS AND DETAILS
Nr ECCENTRIC MANHOLE CONES MAY BE USED ON e'
2 THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE � AND 1P SEWEN MAINS FLAT TOP MANHOLES MAY BE
MARX A TVPKAL CImWET' SECTION REQUIRED CONTRACTOR TO REFERENCE PLANS
3 CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF
EXISTING MANHOLE TO SELECT APPROPRIATE
DIAMETER OF NEW RISERS STEPS AS
1 CONTRACTOR TO REMOVE EXISTING WAILS ro 8OUD REQUMED
STRUCTURE (ro AT LEAST BELOW THE CONE OR
CHIMNEY SECTION) OR TO THEIR SPECIFIED —
LOCATION THE LARTS OF REMOVAL SMALL BE «. •« •« r« �« r�+�`
APPROVED BY THE ENGINEER W 111E FIELD � �l
CONTRACTOR TO ALSO REMOVE EG08TWO FRAMES
AND COVER, VENT PIPES AND ALL APPURTENANCES.
ETC CONTACTOR TO DISPOSE OF ALL WTERULLB
OFF-SITE
5 CONTRACTOR TO INSTALL NEW RISER AND CONE � o
SECTIONS AS NECESSARY TO EXTEND THE MANHOLE REMOVE PORTION OF 22
TO THE SPEDIFlEDIAPPROVED ELEVATION THE FINAL EXISTING MANHOLE. SEE �
ELEVATION MAY BE HIGHER THAN, LOWER THAN OR ROTES 381 W
EQUAL TO 10.4 THE EXISTING ELEVATION 1 DETAIL DIAMETER S MADE BUTYL RUBBER SEAL � 3
DIAMETER ILLUSTRATES A MIXER ELEVATION THE YETER VARIES ON ALL BELONI-0RADE JOINTS
CONTRACTOR SMALL DETERMINE THE REQUIRED FILL INSIDE JOINT WITH HELD VERIFY
RISER AND CONE HEIGHTS
TO THE sPECff1ED SEE NOTE 3
ELEVATION ENGINEER SWILL APPROVE FINAL NOHiBHRIKKGROVT, .
ELEVATIONS W THE FIELD BOTTOM RISER To eE SEE NOTE 8 _ CONCRETE COLLAR ALL
PROVIDED WITH A FIAT JOINT UNLESS O711ERWISE AROUND, SEE NOTE 6
APPROVED
6 CONTRACTOR TO INSTALL NEW RISER � (� INSTALL 2 PIECES BUTYL
SECTONIEX19TW0 WALL JOINT TO BE PROVIDE A RUBBER UNDER RISER SECTION
LEAK-TIGHT JOINT THE CONTRACTOR BIALL i ( WHERE POSSIBLE -SEE NOTE 6
PERFORM ALL WORK NECESSARY TO PROVOS A E%L4TW0 WNIOIE STEPS
LEAR•TGHT SEAL WHERE POSSIBLE BUTYL RUBBER WHERE APPLICABLE IFS. FOR EXISTING MANHOLE �
SEALANT SMALL BE PROVIDED UNDER THE NEW RISER REHABILITATION, SEE DETAIL
SECTION IN ALL CASES. A CONCRETE COLLAR SHALL ExteiWa MANHOLE THIS SHEET
BE POURED AROUND THE JOINT COLLAR TO BE ��j
MINIMUM B INCHES WIDE AND 12 INCHES HION WALL. SEE NOTE 2
CENTERED ON JOINT ALL AROUND ON THIN INSIDE OF 1 I IL ) I
THE Jowl, corrnMACron TO SEAL JonrrWlml
NON•SXRINK GROUT GROUT TO COMPLETELY FILL
JOINT AND SHALL EXTEND AT LEAST6INCNES EACH L(
BIDE OF JOWTALL AROUND GROUT TO BE TAPERED
TO THE EXISTING WALL SECTION BELOW THE JOINT
GROUT TO BE RESISTANT TO HYDROGEN-SULFIDE r — — y— —, — — — — — — — — J.�J, -- — ,
I I
RAISE AND REPLACE EXISTING MANHOLE
NOT TO SCALE
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EACH END COUPLING TO BE MIN
NOTES 6' WADE SEE DETAIL
1 THE SEQUENCE OF WORK FOR PERFORMING POINT REPAIRS BWLLL BE AS FOLLOWS
A BYPASS PUMA FLOWS AROUND POINT REPAIR SEGMENT
8 EXCAVATE TOCBELOW EXISTING SEWER
C NEATLY CUT EXISTING SEWER AT EACH END OF POINT REPAIR AND REMOVE EXISTING SEWER COMPLETELY
D INSTALL W? STONE TO SEWER INVERT ELEVATION AND COMPACT
E INSTALL NEW DIP SEWER ATA CONSTANT ELOPE BETWEEN THE TWO EXISTING PIPE ENDS CONNECT NNE NEW
SEVER TO THE EXISTING WITH RUBBER SLEEVE COUPIGS REMOVE STONE BEDDING AS REQUIRED TO DISTILL
PIPE AND COUPLINGS AND FILL VOIDS UNDER PTE WITH STONE
F RETURN FLOW THROUGH PIPE
O BACIffILL AND COAOACTA38XOWN
2 UNLADEN PAVED SURFACES ONLY CONTRACTOR SHALL REMOVE EXCAVATED SOIL AND DISPOSE Of R OFFSRE
CONTRACTOR SMALL IMPORT SELECT BACIffILL ABC STONE OR PR GAVEL FOR BACKFILUNO FROM TOP OF OR
STONE TO PAVEMENT BUBfGRADE (FOR CT' STREETS WHERE EXCAVATED MATERIALS A DEEMED UNSUITABLE)
AND PLOWABLE FILL (FOR NCDOT ROADS) ALL COSTS OF SPECIAL BACIFSIWO SHALL BE MADE AT THE UNIT
PRICES BID FOR STREET (ROAD REPAIRS
3 SERVICE LATERALS LOOTED VNTION POINT REPAIR SEGMENTS SHALL BE CONNECTED TO NEW SEVER WITH A
WLWE DIP WYE
LENGTH OF POINT REPAIR WILL BE DETERMINED BY 711E CONTRACTOR ARBOR THE ENGINEER AFTER REVENINO
THE TELEVISION INSPECTION TAPES AND L00.9 THE CONTRACTOR SHILL EXTEND POINT REPAIRS W THE FIELD
AS NECESSARY AND APPROVED BY THE ENGINEER TO CONNECT TO BOLO PIPE LENGTHS SHOWN ON DRAWINGS
ARE ANTICIPATED TO BE aV WMUM LENGTH OF REPLACEMENT
6 THE CONTRACTOR SHALL USE A TRENCH BOX OR 811EETN0 AND SHORING W ACCORDANCE WITH OSHA
REGULATIONS TO SUPPORT THE TRENCH VWILS DURING THIS WORK THE CONTRATOR WILL NOT BE ALLOWED
TO SLOPE TRENCH HALLS
0 REFER TO DETAILS FOR CONNECTING TO MANHOLES
7 ALL PIPE USED FOR PONT REPAIRS SHALL BE DUCTILE IRON PIPE (DIP)
TYPICAL POINT REPAIR
NOT TO SCALE
SOLID OR WATERTIGHT
FRAME AND COVER AS
DIRECTED ON PLANS
21
NOTES
I ALL WA7RKAND MATERW.S TO BE WACCORDANCE
VJITHI THE STANDARD SPECIFICATIONS AND DETAILS
Nr ECCENTRIC MANHOLE CONES MAY BE USED ON e'
2 THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE � AND 1P SEWEN MAINS FLAT TOP MANHOLES MAY BE
MARX A TVPKAL CImWET' SECTION REQUIRED CONTRACTOR TO REFERENCE PLANS
3 CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF
EXISTING MANHOLE TO SELECT APPROPRIATE
DIAMETER OF NEW RISERS STEPS AS
1 CONTRACTOR TO REMOVE EXISTING WAILS ro 8OUD REQUMED
STRUCTURE (ro AT LEAST BELOW THE CONE OR
CHIMNEY SECTION) OR TO THEIR SPECIFIED —
LOCATION THE LARTS OF REMOVAL SMALL BE «. •« •« r« �« r�+�`
APPROVED BY THE ENGINEER W 111E FIELD � �l
CONTRACTOR TO ALSO REMOVE EG08TWO FRAMES
AND COVER, VENT PIPES AND ALL APPURTENANCES.
ETC CONTACTOR TO DISPOSE OF ALL WTERULLB
OFF-SITE
5 CONTRACTOR TO INSTALL NEW RISER AND CONE � o
SECTIONS AS NECESSARY TO EXTEND THE MANHOLE REMOVE PORTION OF 22
TO THE SPEDIFlEDIAPPROVED ELEVATION THE FINAL EXISTING MANHOLE. SEE �
ELEVATION MAY BE HIGHER THAN, LOWER THAN OR ROTES 381 W
EQUAL TO 10.4 THE EXISTING ELEVATION 1 DETAIL DIAMETER S MADE BUTYL RUBBER SEAL � 3
DIAMETER ILLUSTRATES A MIXER ELEVATION THE YETER VARIES ON ALL BELONI-0RADE JOINTS
CONTRACTOR SMALL DETERMINE THE REQUIRED FILL INSIDE JOINT WITH HELD VERIFY
RISER AND CONE HEIGHTS
TO THE sPECff1ED SEE NOTE 3
ELEVATION ENGINEER SWILL APPROVE FINAL NOHiBHRIKKGROVT, .
ELEVATIONS W THE FIELD BOTTOM RISER To eE SEE NOTE 8 _ CONCRETE COLLAR ALL
PROVIDED WITH A FIAT JOINT UNLESS O711ERWISE AROUND, SEE NOTE 6
APPROVED
6 CONTRACTOR TO INSTALL NEW RISER � (� INSTALL 2 PIECES BUTYL
SECTONIEX19TW0 WALL JOINT TO BE PROVIDE A RUBBER UNDER RISER SECTION
LEAK-TIGHT JOINT THE CONTRACTOR BIALL i ( WHERE POSSIBLE -SEE NOTE 6
PERFORM ALL WORK NECESSARY TO PROVOS A E%L4TW0 WNIOIE STEPS
LEAR•TGHT SEAL WHERE POSSIBLE BUTYL RUBBER WHERE APPLICABLE IFS. FOR EXISTING MANHOLE �
SEALANT SMALL BE PROVIDED UNDER THE NEW RISER REHABILITATION, SEE DETAIL
SECTION IN ALL CASES. A CONCRETE COLLAR SHALL ExteiWa MANHOLE THIS SHEET
BE POURED AROUND THE JOINT COLLAR TO BE ��j
MINIMUM B INCHES WIDE AND 12 INCHES HION WALL. SEE NOTE 2
CENTERED ON JOINT ALL AROUND ON THIN INSIDE OF 1 I IL ) I
THE Jowl, corrnMACron TO SEAL JonrrWlml
NON•SXRINK GROUT GROUT TO COMPLETELY FILL
JOINT AND SHALL EXTEND AT LEAST6INCNES EACH L(
BIDE OF JOWTALL AROUND GROUT TO BE TAPERED
TO THE EXISTING WALL SECTION BELOW THE JOINT
GROUT TO BE RESISTANT TO HYDROGEN-SULFIDE r — — y— —, — — — — — — — — J.�J, -- — ,
I I
RAISE AND REPLACE EXISTING MANHOLE
NOT TO SCALE
DICKSON
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S -31
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NOTES:
1 PROVIDE S' MINIMUM CLEARANCE BETWEEN STORM DRAIN AND BLOCK BOX
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2 CONTRACTOR SHALL PROVIDE A LICENSED STRUCTURAL ENGINEER TO INSPECT
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SEWER MAIN THE STRUCTURAL INSPECTION SHALL EVALUATE THE INTEGRITY OF
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CONSTIEXP JT FOR ALL REMOVAL AND REPLACEMENT OF EXISTING CONC ORNEWAYB,
APRONS, CURB 8 GUTTER AND SIDEWALKS
2 CONTRACTOR SHALL REMOVE AND REFUGE A 10 LF MINIMUM LENGTH OF CURB 6
GUTTER AND SIDEWALK TO INSTALL PROPOSED SEWER, UNLESS OTHERWISE DIRECTED
BY ENGINEER OR OWNER EXPANSION JOINTS SHALL
BE PLACED WITH A MAXIMUM
SPACING OF 10 LF FOR C80 AND 5 LF FOR SIDEWALK
TYPICAL CONCRETE CURB SE GUTTER AND SIDEWALK
REMOVAL AND REPLACEMENT
NOT TO SCALE
9DICKSON
IntrmtruoORB oarwEmrw
TrmwpDXeSDn + water Rawwn.
Lkhen DBwDPm«a + Gealmia
720 COfPDTOb) Dln,.
RdeigR, NC 27807
M e,e 71112 0495
(Q 918 782.8872
TYWK.Mi�IIADIII
IG,XSOFXD F ®•
FULL SCALE ,•m NTS
•0 NTS Be =HALF CAL.E r Lu
O
m?l
I fill
W ei
N N N
8
P,LO,L DATE ' 7 2013
oC GF
O C GATE —
ORAW0IC± NUMBER
35
PR0.1 NO
20» Oi 1
21
MI
500RA
Z
F
8
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RDIRAM ON N.xiu =1 1 OIARB
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y
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!=M IIIIIIIINSILY SERVES
F
TO
t , /
.�,��• CURBBNCUTiR
roBEREMOVED
AND REPLA
CED
EXPANSION /'� �,
JonYr ��
NOTES
1 CONTRACTOR SHALL REPLACE CONCRETE FROM EXIST CON$T/EXP JT TO EXIST
CONSTIEXP JT FOR ALL REMOVAL AND REPLACEMENT OF EXISTING CONC ORNEWAYB,
APRONS, CURB 8 GUTTER AND SIDEWALKS
2 CONTRACTOR SHALL REMOVE AND REFUGE A 10 LF MINIMUM LENGTH OF CURB 6
GUTTER AND SIDEWALK TO INSTALL PROPOSED SEWER, UNLESS OTHERWISE DIRECTED
BY ENGINEER OR OWNER EXPANSION JOINTS SHALL
BE PLACED WITH A MAXIMUM
SPACING OF 10 LF FOR C80 AND 5 LF FOR SIDEWALK
TYPICAL CONCRETE CURB SE GUTTER AND SIDEWALK
REMOVAL AND REPLACEMENT
NOT TO SCALE
9DICKSON
IntrmtruoORB oarwEmrw
TrmwpDXeSDn + water Rawwn.
Lkhen DBwDPm«a + Gealmia
720 COfPDTOb) Dln,.
RdeigR, NC 27807
M e,e 71112 0495
(Q 918 782.8872
TYWK.Mi�IIADIII
IG,XSOFXD F ®•
FULL SCALE ,•m NTS
•0 NTS Be =HALF CAL.E r Lu
O
m?l
I fill
W ei
N N N
8
P,LO,L DATE ' 7 2013
oC GF
O C GATE —
ORAW0IC± NUMBER
35
PR0.1 NO
20» Oi 1
21
MI
500RA
Z
F
8
O
W
U
t , /
.�,��• CURBBNCUTiR
roBEREMOVED
AND REPLA
CED
EXPANSION /'� �,
JonYr ��
NOTES
1 CONTRACTOR SHALL REPLACE CONCRETE FROM EXIST CON$T/EXP JT TO EXIST
CONSTIEXP JT FOR ALL REMOVAL AND REPLACEMENT OF EXISTING CONC ORNEWAYB,
APRONS, CURB 8 GUTTER AND SIDEWALKS
2 CONTRACTOR SHALL REMOVE AND REFUGE A 10 LF MINIMUM LENGTH OF CURB 6
GUTTER AND SIDEWALK TO INSTALL PROPOSED SEWER, UNLESS OTHERWISE DIRECTED
BY ENGINEER OR OWNER EXPANSION JOINTS SHALL
BE PLACED WITH A MAXIMUM
SPACING OF 10 LF FOR C80 AND 5 LF FOR SIDEWALK
TYPICAL CONCRETE CURB SE GUTTER AND SIDEWALK
REMOVAL AND REPLACEMENT
NOT TO SCALE
9DICKSON
IntrmtruoORB oarwEmrw
TrmwpDXeSDn + water Rawwn.
Lkhen DBwDPm«a + Gealmia
720 COfPDTOb) Dln,.
RdeigR, NC 27807
M e,e 71112 0495
(Q 918 782.8872
TYWK.Mi�IIADIII
IG,XSOFXD F ®•
FULL SCALE ,•m NTS
•0 NTS Be =HALF CAL.E r Lu
O
m?l
I fill
W ei
N N N
8
P,LO,L DATE ' 7 2013
oC GF
O C GATE —
ORAW0IC± NUMBER
35
PR0.1 NO
20» Oi 1
21
MI
500RA
Z
F
8
O
W
U

It
e
•
3
PROPOSED 17 HOOD
BROMMAT (3) f YOUTHS
FOR CROSSING
EASTN
N
ROCK BOARD
ELEVATION
A— N
tiA ~ ~
PLAN
CUM I STONE FOR APPROACH
STABILIZATION WMLTER FABRIC, TYP
WATER DNER810N,
r NSTALLBOTHSIDES
BOLTS
17
OPTI O &
PLYWOOD
SHEETING
L 6w KICK
BOARD TYP
rw MIN
1' CR 1'2T BOLTS
SECTION A -A
GENERAL NOTES
SEOLIENCE NOTES
1 INSTALL TO CREATE A MINIMUM 12 FT CROSSING WIDTH OR LARGER WIDTH
1 MAT SWILL BE INSTALLED PRIOR TOGONSTRUCTION LOCATONOFMATAT
FOR CONSTRUCTION EQUIPMENT
EACH CROSS04 SHALL BE COORDINATED BY CONTACTOR 80 IT DOES NOT
III =III PERPAR9
CONFLICT WITH SEWER EXCAVATION AND IT RESIDES Wm1IN AMTS OF
2 PERIODICALLY CHECK MAT HARDWARE, RETGHTEN AS REQUIRED TO YANMW
DISTURBANCE(LOD)
STRENGTH AND INTEGRITY
FLOW RATE (GPM)
CROSS SECTION
2 MAT SHALL REMAIN IN PLACE UNTIL ALL DOWNSTREAM (IN TEAMS OF SEWER
3 REMOVE ANY DEBRIS THAT ENTERS STREAM OR DRAINAGE WAY
FLOWS WORK WAS BEEN COMPLETED, RESIOREDAND DEEMED ACCEPTABLE
4 CONTRACTOR RESPONSIBLE FOR SIZING STRUCTURAL COMPONENTS OF MAT
3 WHERE MAT LOCATION OVERLAPS LOCATION OF A PROPOSED PERMANENT
ALL TO CARRY A CONSTRUCTION LOADS INCLUDING EQUIPMENT AND MATERIAL
FORD OR REPLACEMENT OF AN EXISTING FORD. THE FORD SHALL THEN BE
CREEKI011CH
CONSTRUCTED AND SHALL BE USED BY THE OWNER FOR PERPETUAL
CR1
OPERATION AND MAINTENANCE OF SEWER
TEMPORARY STREAM CROSSING (BRIDGE MAT)
_
2 NOT TO SCALE
BRIDGE MAT, COFFER DAM 8
PUMP AROUND
1
FILTER CLOTH
T (MIN) IS BASED UPON YIN DIAMETER OR
TMIC101E8S OF SIZE OR CLASSIFICATION AS
DEFINED IN STABILIZATION MEASURES, SEE
STREAM CROSSING REQUIREMENTS TABLE
STONE 8IZE0THICKNESS
CLASS N RIP RAP-28'
CLASS 1 RN RAP-=
• CRASS S RIP RAP•ir
SECTION OFaLOPE
PRAPTOCONPDRM
TO eXSrmo SLOPE
REPLACE EXISTING
STREAM BEDCO68LE
BTOHE IN DNTCIH 9077OY
AFTER RPE INSTALL I ,
F
'1
(iRAVITYSEMIER
—1 FLTER cLDTH
1 -I, I-
OOJOINTS SHALL BE INSTALLED
Hydrology
BENEATH BTREAM-STAGGER
PIPE LAYING 80 JOINTS ARE
OUTSIOE STREAM INFLLIE,=
III =III PERPAR9
QUANTITY
L
STREA M/SWALE
STREAM IDENTIFIER
—
FLOW RATE (GPM)
CROSS SECTION
SILT FENCE TO
ASREOID
CROSSING
PARALLEL STREAM
(1)
REQUIREMENTS
CREEKI011CH
STABILIZATION
CR1
TANYARD BRANCH
BED
35
BRIDGE MAT, COFFER DAM 8
PUMP AROUND
�—
-- - - --
CR2
TANYARD BRANCH
SEWER CROSSING
35
BRIDGE T' COFFER DAM 8
AROUND
PLAN
22 CU YDS
CR3
STREAM BANK STABILIZATION
SEVER GROSSING
NOT TO SCALE
SUMMARY TABLE FOR STREAM /SWALE CROSSINGS REQUIREMENTS
Crossing towtlon
Drawing 0
Hydrology
APPROXIMATE MIN
Substrate
Notes
QUANTITY
L
STREA M/SWALE
STREAM IDENTIFIER
JUSTIFICATION
FLOW RATE (GPM)
STRUCTURE/ PROCEDURE
PERMANENT STABILIZATION
PERMANENT
CROSSING
(1)
REQUIREMENTS
EA3
STABILIZATION
CR1
TANYARD BRANCH
SEWER CROSSING
35
BRIDGE MAT, COFFER DAM 8
PUMP AROUND
CLASS II
17 CU YDS
CR2
TANYARD BRANCH
SEWER CROSSING
35
BRIDGE T' COFFER DAM 8
AROUND
CLASS 11
22 CU YDS
CR3
TANYARD BRANCH
SEVER GROSSING
35
BRIDGE PI MP COFFER DAM 6
CLASS II
35 CU YDS
CR4
TANYARD BRANCH
SEWER GROSSING
15
BRIDGE MAT
CLASS 0
9 CU YDS
CR5
TANYARD BRANCH
SEWER CROSSING
35
BRIDGE MAT, COFFER DAM 6
PUMP AROUND
CLASS 11
15 CU YDS
CR8
UT
SEWER CROSSING
35
BRIDGE MAT, COFFER DAM 8
CLASS 1
3 CU YDS
PUMP AROUND
CR7
TANYARD BRANCH
SEWER GROSSING
3 5 (2)
BRIDGE MAT, COFFER DAM 8
GLASS II
24 CU YDS
PUMP AROUND
CR8
TANYARD BRANCH
SEWER GROSSING
WA (3)
BRIDGE MAT, COFFER DAM 8
CLASS II
18 CU YDS
PUMPAROUND
CR9
TANYARD BRANCH
SEWER GROSSING
3
BRIDGE MAT, COFFER DAM 8
CLASS 11
40 CU YDS
PUMP AROUND
CR70
TANYARD BRANCH
SEWER CROSSING
3
BRIDGE P' COFFER DAM 8
CRASS It
15 CU YDS
AROUND
CR11
CHERRY BRANCH
SEWER CROSSING
10
BRIDGE MAT, COFFER DAM 8
PUMP AROUND
CLASS I
9 CU YDS
CR12
CHERRY BRANCH
SEWER GROSSING
10
BRIDGE MAT, COFFER DAM B
CLASS 1
8 CU YDS
CR13
EPHEMERAL SWALE
SEWER GROSSING
DRY
WA
STRAW W1NET 8 GRASS
45 BY
CR14
EPHEMERAL SWALE
SEWER CROSSING
DRY
WA
STRAW COMET 8 GRASS
45 BY
(1) FLOW MEASUREMENTS WERE MADE ON JULY 2, 2013 AND ARE SUBJECT TO CHANGE GNEN ANTECEDENT RAINFALL AND SEASONAL VARIATIONS IN GROUNDWATER
(2) A STANDING POOL OF WATER WAS OBSERVED AT THIS CROSSING THE STORAGE VOLUME APPEARED IN EXCESS OF I ASS GALLONS
(3) A STANDING POOL OF WATER WAS OBSERVED AT THIS CROSSING THE STORAGE VOLUME APPEARED IN EXCESS OF 150 GALLONS
NOTE CONTRACTOR SHALL SEE EROSION CONTROL DETAILS FOR STREAM GROSSING STABILIZATION MEASURES
FILTER FABRIC
STABILIZED
OUTFALL
CLASS ASTONE� I
IT CLASS
A STONE
SILT BAG PROFILE
1 EXCAVATION SHALL BE PERFORMED ONLY IN DRY ANDIOR ISOLATED SECTIONS OF CHANNEL
2 IMPERVIOUS DUMB SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW
3 THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABSDED IN ONE WORKING
DAY A MAXIMUM OF IWO FEET MAY BE DISTURBED AT ANY ONE TIME
4 THE SY _PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 480 GALLONS I MINUTE UNLESS
OTHERWISE NECESSITATED BY FIELD CONDITIONS
S DIKE MUST BE CONSTRUCTED OF HOWEROO®lE MATERIALS SUCH AS SANDBAGS. SEE CORER
DAM DETAIL
SEQUENCE OF CONSTRUCTION FOR 1YP% AL PUMP AROUND
1 INSTALL HTILUW BASIN AND STABILIZED OUIFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
END OF 711E OESILNATED PROJECT NARKING AREA
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL
CONVEY THE BASE FLOW FROM UPSTREAM OF THE YORK AREA TO THE STABILISED OUTFALL
3 INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERS"
A. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED
TO DEWALTER THE ENTRAPPED AREA, THE PIMP AND HOSE FOR THIS PURPOSE SHALL BE OF
BUFFICIENr SIZE TO DEWATER THE W ORKAREA THIS WATER WILL ALSO BE PUMPED TOAN
OUTFALL STAaUMO WITH CLASS A RIP RAP
S THE CONTRACTOR WILL PERFORM STREAM RESTORATION AND OR UTILITY CROSSING WORK IN
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE
a THE CONTRACTOR WILL EX CAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL OF
THE IMPERVIOUS DIKE WHEN OEW ATERIIG AREA ALLOW" WATER MUST BE PUMPED THROUGH A
SR78A6 REMOVE IMPERVIOUS OWES , PUMPS. AND TEMPORARY FLEXIBLE NOSEIPPING STARTING
WITH THE DOWNSTREAM DIG: FIRST
7 ONCE THE WD S CONO AREA COMPLETED REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND
STASIM DISTURBED AREAS IN ACCORDANCE WITH STREAM STABILIZATION REQUIREMENTS SEE
SHEET a FOR TABLE
8 ALL WORK IN CHARNEL MUST BE COMPLETED BEFORE REHOWNO IMPERVIOUS ME.
STREAM PUMP AROUND
NOT TO SCALE
MEMBRANE ON FACE, — _ S-W . J BANK OR AS NECESSARY
CLASS 1 RIP RAP, W SAAR
OR OTHER APPROVED
MATERIAL OF USING RN RAP
DOWSTREAM. SLOPE NO
SANDBARS. CLASS I � LSYNT ETIC
RIP RAPOROTHER FILTER FABRIC
NOWEROOISLE
MATERIAL
CONTRACTOR SHALL INSTALL COFFER DAM WRIT BYPASS
ARRANGEMENTS ALONG ALL JURSDICTOWIL STREAMS PRIOR TO
SEWER INSTALLATION AM
ALLATION TO ENSURE DRY CONDITIONS SEE STRE
PUMPAROUND DETAIL-
2 CONTRACTOR SHALL FOLLOW CONSTRUCTION SEQUENCE AS NOTED
ON CONTACT DRAWINGS
S
COFFER DAM
NOT TO SCALE
STREAM CROSSING EVALUATIONS
Crossing towtlon
Drawing 0
Hydrology
Width (ft(
Substrate
Notes
CR1
ECI
Perennial
15
S, Gr, CO, Br
w wetlands
3' Incised, undercut, head art ^10'
CR2
EA3
perennial
10
SI, S, Gr, Co, Sr
upstream, lbedplain soils not hydric
an
EC3
perennial
6
Gr, Co, Bo, Sr
3 -4' incised, IO wetlands
CR4
EM
I perennial
6
Si, S, Gr, Rr
1 3.4' Inched, no wetlands
CRS
EC4
I perennial
a
Si, S, Gr, Co, Sr
3 -4' indsed, w wetlands
CR6
EIS
perennial
6
S, Gr, Co, Br
I' indeed, no wetlands
Henry /Patrick
EIS, 6
1 no wetlands between stream and alignment
Sl=slk, S- sand, Gr= gravel; Co= cobble, Br = bedrock, Rralp rap
31
21
M1
MM
/K
oo111NKI1By trdkmtrUCSas aarMIDANO
Tlwepon0an + Www RasowOes
LAtw DPgbpment ♦ Gaom.0-
72(1Corporate OrlAw
ReMg NC 27807
919 9 782 0498
(Q 919 7820872
wW W wi(O0100n ODT
FULLSCALE 1• =NTS
0 NTS
LF / e HALF
PRIM DATE IMrO 2013
"C' a IIrK
CLC DATE
DRAWING NUMBER
36
PROJ NO
2011011500RA
CC�
Q
O
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8
Q
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I
PRIM DATE IMrO 2013
"C' a IIrK
CLC DATE
DRAWING NUMBER
36
PROJ NO
2011011500RA
CC�
Q
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P U.
O
PRIM DATE IMrO 2013
"C' a IIrK
CLC DATE
DRAWING NUMBER
36
PROJ NO
2011011500RA

0
r
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CMONALCCRORS.BrtNWSTMMIAN21I4AXM OSMMCIEEtAMA
SMALL BE STAOLCEDMMEOATEY
MFORRYE GRAIa TEIOMIPBRENfWGMWMTONMHARDS ANDYAXORY
PIACENTOVIEEGIR ED ODMOM THAN I PERCENT FORSERYLDIL OSPEROM FOR RYE
ORA" SE®D BELMEUDMCCFOMLMCEYVMUMCEP /AOENOOPAGBCILTURB
IaLMM WCC«1RUCTONNEMO M EDEN SRrYTMOfTOPARM AND
RWEnA EOUATOOUNMMFEDER4LWWACYND APPLCOAggrATESEEDUVA
BASEMENTS AS mOWN ON PAW
SEED THAT HAS BEOOE WET MIOLDY.ON OTHERWISE DAMMED MML NOT BE ACCEPTABLE
TI M COMYI=TCN pAT1ASMARFAB NOT EXCEED aMACES
M FOLOIBO SEEDIDTIAE SMALL Be WED
LA AN AREAS M YNI N M 15 FOOT SIMMER 206E OF CREEK OR NATURAL VBTER
TEMPGRARYBEEDMIXTURF
COURSE MAT BE SEEDED AND MLILO® IMMEDIATELY AFTER LIE MWA LATKWta
CMRETEDWnONMSUFPERZOE
DAre TYPE PANTING MATE
2— EROSION CONTROL MAINTENANCE PLAN
GBBI4RYDLM DLB9GOE
AUDI
t5- OV I1
APL ta•I0V 19 OVDN RYE 120184MCM
I A EROBONCO PRACRLSSM 090 OCEDFORBTABUNI OMMTI01
FCLLCUM EVERY RWDfPAODUWq RAINFALL BUT N ND CUR LESS MAN RICE
HOW 1•APMLI ORION RYE imt89a1CM
EVERY IEESK. ANY NEEDED REVERS WU BE ALAN MMMUTUY TOM AIM7AN ALL
PRACTICES AS DESIGNED
macTueg
2. SEDWff VMUBREYOVEOFRMSDE MBEDOENTFOCe VMMMNBECOQ9
Mre rY14 --m
ABOUTOMPTDEEPATMFENCE M SEDOEMFEDE MMLLSEREPNMDAS
NECESSARYTOMINOUNABAR@R.
APIBIS•SER 1 Kit FESCUE so LB9ACE
a ALL UTILITY TRENC6E8AM MBE PROTECTED PRONVOITER INFILTRATION
MARCH BERMUDA OQUED YACRE
CENTIPEDE MLSRLCIRE
a SPOLPLESAMMMOORrAM MATNLTOM
NIG 18•NOV 18 ILGI FESCUE 120 LffiLKTE
S, NL BEEOEDAMA9 WLL BEFERMfED RB •BEEDWASNECESSARY.NOWA.CMD
ACOORDNOmMSPICHWAMO MRWWANAVOOOW DENSEVEOETATION
COIMIOp SFF011DU 2S O4AlED11USLACRB
DEN7PEDB aU9AICM
COVER EBEED8OFALUREOCCRneDSEMeMSNNLBEM42EDEDWMAMANI
IOM 1•APBLI K41 FESCUE I2pLWA0E
VEGETATION SWABE FORM TIE O•YCNR FOR 7EYPORM/ STABLIZATION AND
PREPARED FOR FOR PEMNAMNTSEEDPIG BEEDMD KORfJMIDM WN
COMMON BERMUDA ISOaAIEC USrAOE
CENTIPEDE GLBSIACM
AOCCROAA eLRAMamecsRG4IRaW
0.M CMIIRACTORN ISE PONBEIE FORM MAINTENANCE OFALLEROONOOTRI0.
NOTES,
MEASURES ATNLIRES VOETER0 ALEDAOOOO MPLMMAM.S TED
BY M NC EN R REPRESENTATIVE OR M CRIERS REAMBENTATM 00 SEPARATE
1 WENT CONSTRUCTION CROSSES A PASRKE THATHA9SIDIORMSEDM
CONTRACTOR SNUL M4EEDM AREA WM M SATE TYPE OF GRASS AS FOUND ON
PAYMENT)
TIESIIE ALLIMGNMYD0034XN YADPNVATEYMOSCMURB WUALAO
_
BENEBEIDMORWMMBIMBTYMO' P$EVWMYPCRD MSEED
GROUND COVER STATUTES
oH�AREEDw1NTM MuTYCWSEmoDOO WM TOHE NT PRRAOCM TOR TIS Y
PE OF
ORAL TNATMATOE8 M EAeT/D
PUDRAMYMGA 11]%07(, PRDVISIOSFORPEFOM6ENfOROLMDOOVERSUifOENrm
RESTRAIN E0SONNIATBE MSOPUS®POR ALL DMARMAFWM FIRE TABLE BELLY
FORIMFRNE6JFOLOATDOCP "MWCOWIRUC7MOLOEVELCFIENr
2 COSLaTMMWO STAlT EOOONCCaRMOFFOMFORAMTOWL
WOMATM COIWRMOOTM ERALTERNTMB FOR VEGETATION OPCENDED
ERM MASOVE VEGETATION RAIES AM THOSE WOW DOVELL UDBR LOCAL
CONDf .OIIEFISMWGMMCMSIMTOWAMPOSSTBL
mF
PLANNED SEDIMENTATION AND EROSION
SOS 7EwEK,g
CONTROL PRACTICES
ASKS BIWLBE APRIEDATMRAre OP DCO L89 PER ACM tD1ItOfAMM00AL
M FCLOWAMG EWOM COMMM PEAS WLL BE COSTRULIMM SMDWNON MAnAC M
FERTILIZER RE APPIEDATM PAR OF IAMPADDS PMACM ANDI ELL
��Armouw
MOO ®MmMTw1ORNUES (4TOFTW am r wmsmnw uaw
PCAD09 OF 1OI0,10 FERTLIERON SLOP URTEEPER THAN In MO IBOWAL TO I
0.10 119APDRARYMOM MBE ISTAALLEDAS PER SEEDODBPECmGTIOS
VERI LUaEaSAS IEB =rATESORERMW
CII PEMAANEMaeECNO.MWE ALLEDA3MRSEEOMSPECPCAO
ON
PERMNER.SEISAMS MMALaNG TOOE pSCALLEDASPER TEMPORARY AID
ALL BEEDEDAMAS wuL MAO ®YRiMI IMIDOJn7S M ACREO'aMALORM
P:RMWENI BFEONO SPECPGTIOHS
STRMAVORMC,COCEU.LLOSX RBEA 6REIIDIWOBLY ,APRM]AHArtELY tAIO
a12 N1r ERMMOAMAGE FROM SEDASSENTAID RUNOFF BY STABLOW
USHDULDBEVMVATOAVMSMICIIEM OSFEOIMOS ASPHALTBMUSIO
WTI VEGETATION
W TMOO//NOASiM D'�, BNLLae UaeD mANOION M BTMW AREDAT 1S0
ONLOWPERTONOBTRAAWOROD6EDm8TAMIN ASPHALTEMLLAONSNKL
AF7FRMPREiw!IX IIRTER AS NECESSARY T=GAT ADEQMre
WREOLOMATALLTMM M CONTRACTOR SHMLLTAM SUiMXENYPMCIU THOS
I WrawOr E.: AD OF THE Sao. oo ROTREAwe MOM
roPMLExrMLUH PRIM BRTDaw DRAINAGE STRUCTURES THROUGH
THMNa6E.lMDOF M SNOOr W ANTMOVDO.ORAAS MOHTSHMADU MMAMO
MCHES AFTER M FDSTORMUO6EAHON E9TABU56EDSao
BE7MEEN 2 AD MI
OtSP1JlCErENTer VAO WATER dt OTIERCIAIISF9 ANDPRQPRYRB.REANY
N Mrs weal MrOOXB.
MOUES FERTWA110K AND IMYALSOMOAE MME. FOLLOW SOL TEST
RECOMMENDATIONS WOMEN POSSIBLE
LESS IN LENGTH ARE
NOT STEEPER THAN 21.
C14 6SUCtONG. TOPROIECTra SOIL SURFACE FROM THE FORCES OF RAICRm YMCTAND
M OONTRACORBWLPROMarA1DMA0RANORA AFWAS AS 6ECESSMYro
OVERLAND FLORAL MLROI FOSTERS THE GWPM OF VEGETATION, INDUCES EVAPORATION
ESTMYSHAUD'Ow TMiFOOPOSMOFMaRA98 WECUED M
USULATESMBOL.ANOCPPAESM �GO7WIHL MIACHn FREOUDMYU=m
CONTRACTOR SMALL RMEEDANYBNE NEAR ANOREPARNL ERODEGAEAB
ACMENTLANDSCAPE PLANTINGS
VATERNOOPbEEO])AREM VALtM MQAEDDUM4 PM=Cr CRY VEATER
GREATER TNAN 50 FEET
MPMOMMAMUGRCY MCONTRACTORSHALLSUPPLEMENTHATUiAL
�yyce�
ISPECil1LLMLACESPEROOCALLY .ANDA"MRMNMT roCECLFORPal
RAM TODSUEAMeNDa OPOM(l)DNOIMIMOPALLMREaY
IROSIONLOIOCANOCIR FARLAE WEMEROSONAOB¢RVED. APPLYAm1TIONAL
MAMTENA MOPLAWS BEONS MO MTELY AFTER THE REAM PANTED AND
ABACK rWABDUTOCORCH REPAIR THE SLOPE DUDE RESEED ANDRSI/S RLLM
CONTINUES FORM POWOMMMM TO EBTABSMAOCEPrAOU LAwS, BUT NOT
COMMA I NSIBCTICIS UNTIL VEGETATION 18 FIRMLY ESTASUM ED
LESS THAN SIXTY (SO) DAYS AFTER WIIULL SEEDING OR UNTIL PiONSIOML
M
ACCEPFAMOEBYOVMMUL 6ADOAWSE ®®AMOSYM7E7a7D,FEF78IDM7
Mt OLlEL7G7MLWnw1$TNUC11RI A PERNAMENf STASAIIATICM
'C' In
MODMO. VA MW OA/ DOTMMOPERATOISSUOMASROLLDIG .IE4tRW4M
MFASUaIAI II• CURET MBCEDSTNIEDM
NEL aRCOIDATBY pEOUwHOMVaoGMaFPnw
R@VNOq AEMMO ADNLCMDMrEO MTOEn MANAOCEPTAOE
AND DMSIPAIMNO EM RY THESE MM4AEE8 WALL GE LOCATED PER PAW AND
LAPIN Pa30f PMDD ®018MEARAM
CONSTRICTED PER M DETAIL
COMPLIANCE WRACTICABLE•(SECTION 09(2)(8))
MaPTiRAIDEraia (1GNGNGRArEwrosreeYBL�mDNARa OR
CHANNEL STABILIZATION AND OUTLET PROTECTION
@LAIN THE RP4AP HAS THEN PLACE ON P M STONES HAW BEEN OSLmGED
RbEOV1TEtr MATE NI6EECEDMPAaQroPREVENTPAT /ER ONMA@
/ UGICOAMOAMPW CTX"MREDMWMCf A3N=RAIEl1S (HOPED
rawaaasAwounErPRDTEeuOR ro � PRGEereDAS IDrwTEDw ORAYIb01,
UNSIALL FILTER FMRC, NO OTHNO 6781WE SEDUM MYMAM APPROPRNTe W
RAP PI®AMDaHAaRAx aHALl BE mEE d'DEBUS, aTIQa ANDanER
DELETERQAMATERIIILTHATMYWULKS OAmTHEFABRICas PERDIUMMM
THE SLOE PROTECTION
L OE OTWCWFABMM. WRWTTMDORBPECI4LIML04PROTECTK )KSUCHM
FEFAGAA' RO VMCRBTRAWNONETMA.6W8LSEROTAYEDw ACOORaNCE
RRHAMMFAC?LgWrS CLRRE 71T8 TOPROUmE STABILITY UNTIL THE VEGETATION
S FULLY ESTABLISHED THESE 60MA MUM FOR SLOPE PROTECTION MY INCLUDE
M ANCHOR TRUCK SEADO, STDOOO AND OVERLAPPING.
] RPRAPFORMOFMMMAT EDONTHEOUIRPNGBOULCOVOM MN000T
R QUIRSIENM FOR THE SPECPEDCASS (CLASS S B.BmaM ODNCITEDOH TM
ORAYIOD9
SEEDBED PREPARATION
1 CNDITIONS.ICIEDMFA9 AID BPREADTm801L ]MALT ®O'.EP OVER A«YBi5E 60a
caNamW,rAVAaABe
2 RP THE ENTIRE AREA MG INCHES CEPTM
a RBNOVE ALLLOOSE ROIL ROOM. ADOIHEROB.HTRUC710ID LFA MMACE
REMOMILY SMOOM AID UaFOMM
4 APLYAGWCILTUALUE .FERMIZERAIDSUERPOBRNHEUIFP YADM
Immm em GEE suave
a DONTDaETBLACEUILAWAUR VER®.Paw REIDONMLYUBFOMSEEDSM
SPIEPARMm47000C/ESOM
B. MMONAFI SILYPREPAMSEWMADCOERSMDUOMiLYWMB ®O/
FAU6VCNTOR CILTPAOR AFTER SEEDING
7 MUDHMMEMATMYWMM WCA ANCPM CL
0. ISPWTNLS®EDARMBAOM MCESSARVfMMMBORtEIEEDN 9WRBM
M RANMD 8t4WK W P SSEIE IF /TAD m10U0 Be OVER00%DRAM0M
REESTABLISH FCLCUO QOm4Y RAE. FERfGMER AND S!lONG RATES
I CO TSTAWDEPECiORMkt4 MMJCZTRUIMPff FERTa@RAFMR
PlRVtdW COVER b EBTABl81ED
•APP.YA01aCYYLP1 LSMSTCE.4AMLBS/Ci!
FERTIUDUL M USBACE 1M1f610
SUM PHOSPHATE aw LAMACM 20a ANALYSIS
MARL21O34WMSMALLGRNNSTNW
AOnE3t ASPHALT EMULSION 0 200 GNJMK M
MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION
BTABE=WMGRASS GIANDFLATTER
STABL@DWMOMUSSORWES 3: lm21
BTAMlaDWMRPRAP 21
erMR11H) WMRETAD MOWALL STEEPERININIAI
GROUND STABILIZATION*
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIE FRAME
FRAME EXCEPTIONS
pamm-m 04=
FIVE SOP
10
SHALES, DITCHES
7 DAYS
NONE
AND SLOPES
TIMMINS
5
HIGH GUAUTY
vir" VA"
15
HA1EN (HG%,
7 DAYS
NOIRE
Lernw. wYADmn
R.I. Ca GNU
IF IWOR
SLOPESZS STEEPER
THAN 3:1
7 DAYS
LESS IN LENGTH ARE
NOT STEEPER THAN 21.
awpD. gryMNMM
Wlounde
14 DAYS ARE ALLOIED
SLOPES 3:1 OR
.pWNMYee by aM Enpmeer
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER TNAN 50 FEET
aOoMbjoban or Mdord.e by OM Enobeer
awndrwOm.dNSbe« Me O.d.O by UM Enplrrer
M LENGTH
ALL OTHER AREAS
NONE
AeOdnG m NdrMA arwbrl rrele M GNAW «plarMMwDM f 15—I BwoAaW WT. «90OMMa Wy..
�_
M
14 DAYS
.
THAN 4:1
ddb.-- «--WN p.rMMKen GaudwWa, b.bs. «shuD... ■DlPbm m N.ebam uamNL
HGH ZONES)
M EXIIENlONS OF TOTE MAY BE APP BY THE PERMITTING
BASED ON WEATHER OR OTHER SITE- SPECGIC CONDITIONS THAT MAKE
COMPLIANCE WRACTICABLE•(SECTION 09(2)(8))
GENERAL EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE
1 OBTAIN ALL MMMS NO PLAN APPROVALS FOR ANY ADDITIONAL CONSTRUCTION ENTRANCES Alm $TAW* STORAGE AREAS
2 COM= PECONSTRULTIONI OONEMNCE
A. INSTALL O AVEL OOIBTS1CTION ENTRAANCES MTFEW0,1ME PiOTKTHOM SAMWAM AD TE PO AFT MET
PAOtECiDII
A INSTALL TEMPORARY MET PROTECTION FOR OMESP1Y OlLVER18 AND 6T MAN PIPES
0. CLEARN MAALLPE7SNMWEASB MBVWn"TMLUMOPOSMSMNC2 ANG Sy TNC6e POR1ONSOPTM
TBPORAIW COATMCTM EAEBEIIM NECESSARY TOR CO STFWCTM (ORATCOTRACTORS MSOEnC"
S. SMALL BIRDIE HMre FOR STREAM CROSMM wbE ADVANCING GEARED AID GRUBBING AM OR SEVER UE INSTALLATION
7 WW SEVER MAINS M EASEMENTS STRIP TOPSOA DURING TMJCM OPERATIONS AND SEMRI1re FROM SUITABLE
EXGVATEONATERIAL. PMNECTOTOCPBED MAG=FROM RUNOFFAGA T SIOCPUM UNSUITABLE E%GVAIED M/FIDALP
SUCH MATERIAL. M NOT P1BEO MY DISPOSED OF OFITTE gATABE EXCANATED MATERIAL SMALL BE PLACED GM THE WPmSL
AWN! OF THE EXCAVATION WITH THE TRENCH BETWEEN M MATERIAL AND THE SILT PENCE
L DOM= ALL EROSION ADSEOMPff CONTROL DEVICES WEBLLY AND AFTER WEST, RANPAALL EVENT PIIOV,,APPROPIAM
KWENANCE MEASURES AFTER INSPECTION AND EACH RAM EVENT
0. FOR SEVER AND MINTER MAW CONSTRUCTION W SREETS. REMOVE ASPHALT IN C AVJMTMEC STREETS ALOUD PROPOSED
SEVER ANDIARTER MAW NJOaENM BY WILLING WITH ZIPPER TYPE EMWUD 7IAOw MU" OATLAa6ANCE). REPLACE
MLID90AC(ORPRORDEABCON ROAD ANDOOPACTm PRMW M ALLMEATHEN SURFACE UNTLSEVERONWAIM LAM
ISTALLAl101A/eTATED FMSEMERAIDWITER COSnOCTONWNDOOTM APEDROADS.RBWE(*aYPOMON
OF PAVOO TMTCM ENHERBE SAFELY RAIEDATENDOP POMBID MYGN fEMMMMRY MTO®BY THE EDOP EACH
MOISIO DAY
10 PROVIDE ABC STOE IN O URSED ARE AS WTw OAAIMOAS®811EETS AID COMPACT TO PROVIDE M ALL IEAFER
8151FILE m BATCH FASTING MVEMEM7 BWFACE AS SEVER MMN LATERALS WTER WIN AD SERVICES (WERE APPLICABLE)
PROORESSEB NGTY4INlrAY ®81ME18 CONTRACTOR 8MALMAWTADIALLVEATHEN SURFACE UNMPOMBdDflS
REPLACED
11 TEST AND [ASPECT SEER MIN ADLATMKW AOM IMO AND SERVICES IWE)E APPLICABLE)
12 PATCH ALL TRIED SU FAOE$OSTI.IMW BY CONSTRUCTION ACTBRTE9 WM PERNAMENT ASPHALT PATCL OVERLAY
PERMIOrt MICED AREAS WEB! APPLICAILE OR DESIGNATED ON OUYIMN®
I& W ARID MACH CA SCD AIL D1 LRAM AREAS TOY OTHEFWM IMPROVED AD UTABlSM PERMANENT GROIN COWER
NOTATED STABILIZATION OF OSnAaED AREASNAIL BE OOSMIEO WTH MaUOtBWM AS INDICATES) W EROSION AND
SEDIMENTATION CONTROL DETAILS
P PEIMOWRY FINAL WSPECIDN BY CONTRAC TOR
10. PRELIMINARY FINAL 0034=10IN BY COWER AID OOITRACIOR To CONFIRM PUNCH LIST
S. FMM. MOVICIIONByNCCEHDDLA LOS AND HCOM AND ATTENDED BY CONTRACTOR AND OM WL
17 ADHERE TO SPECAL SEQUENCE PREMIUMS WERE APPMCABLE
A/STALL BINGO! AMTS (OR LEAVE IN RACE THOSE USED FOR CEM00 AND ORIBBMNO PROVIDES) THEY ARE OF S11TMlE MME
AND CAPA IM FOR PPE TRENCHING AND MOMUZM. ACCUSING AND MMIRADOq BYPASS PIMPS AND RPM FOR SPURS OR
ORBS LASES WERE ACCESS M LP TYEA11 NUM IDLE 0 SEPARATED BY STREAM OR INSTALL OTHER APPROVED TEMPORARY
DMALH CROSSM LEMURS TO IOW COIBTIDCIRN ACCESS VWTHOUTWACT m M EMAH. BImae MM SHALL BE w
RACE UNTIL ACCESS A NO LCIOER MEOED FOR CONSTRUCTION ACCESS OVER M STREAM.
M AISYALL ACOFER OW AND STREAM PUMP ARMW PRIOR TO TRENCHING ACROSS A STREAM POI INSTALLATION OF M PIPE
OITNTV) CROSSMD OOWIMCRID AN MORAL CROBBW AND MCOWRRUCII O EXISTING PERMANENT FORDS OR INSTALLING
NEW PEfaIAIOR Fo ALL WreMafIEM AID PDRENaAL BMAMA MOUE TIM9 MEItaUIRE DRY BTCM MANAGE
OTCESAMB®CIED MFBEIICESHEEr WFOR00P7 CAMLSTMAMRMPAAQADSEQEHCE
C.MIANSTRCT EBrSMD P;MMNOa FORS A/0 M USTALL NEW PowA6ENY FORDS LIFTER ALLMI MR IN THE PROJECT
OOFMDORDOV&Jfft MNTBMDOF6EMERRQNOOOGUMM DAOCEPYABE MLMEOFDUSTIGIFOOSADNEW
FORS BY M CONTRACTOR A MDT PEMYRED AND PALL CHLY BE FORM CITY OF EOEMS OPERATION AND MAINTENANCE
MMMON
D SEE SLEET W FOR SLMMLMV TABLE FOR STRUM AND DITCH OIaSCO REQUIREMENTS
It UO/NAPPROVAL FROM MODEM NCDOTAID OVMMM RIMOW TEMPORARY EROSPM QOROLMEABOES AND RESTABLIZE Y
O TUFMEDAMAS
19 CLOSE OUTPOECT
SEEDING
MIXTURE I -.- SEE CIWRT
SEEDING OPTMALSFPOMGNONTNS
DATES NOVEMBER. FEBRUARY OR MARCH
SEEDING T- 9a- Y.WOVeMb. r.rI an AS On— ramramn
AMENDMENTS — disturbed bawsW.a end! mwuergaaew.
MWIn PLPD" a.e.OM be tebe.rdaMrd.a
bNatlan And MIIB S M be A aaDRaNM wMA ON OIY
RMIOe.
TIM ILNMm a erry epednabalM PasefaD «eapoara b
w— enddWN-bbpro --- um.IDNwItlappoY.M
by Be DO—
Maw. dM d rmtrlr.e tr aN.bn odsN Ram wnNlibn
aoWMbUMm MUrEM..wMd KMbyaMEigh r
STREAM RESTORATION
PERMANENT SEEDING
ad.nm Nan.
CDmnMn Noma
Seat %
ArdropopaA virgWo s
BrwmNOps
15
CANX YrlpbetlN
FIVE SOP
10
CbemaNMm IS.
Mb0d Oat
10
Cw.op.b raw
TIMMINS
5
Elpw. VepinbM
vir" VA"
15
1; Ma1Me.
Sd Fb h
a1
Lernw. wYADmn
R.I. Ca GNU
10
Psrft m Oa7d.xM=
ftfthw N
1 10
awpD. gryMNMM
Wlounde
1 10
NOTE USE PERMANENT STREAM BANK
STABILIZATION
NOTE 1
Ground CPWr- V*VNMAAr bM dbbabMp edlYry b u derWMn on. OW wrrWrbbO m9N DeI RNA. (t)
.I... WOu d w a/Mim m mbabl msbn vwd b. pl me w poYMee wMA121 gbMa Gaya
NOTE 2
Grebe doppale wr•MeMnD
dam, M . ObWrlWMarO b wym e, NaauDMro m . dWbap, M «edeMamaI.M dro e.1BMlbeM W NGame..do.
USE PERMANENT SEEDING FOR STREAM BANK STABILIZATION UNLESS NOTED
OTHERWISE IN STREAM CROSSING REOUIREMENTS TABLE (DWG NO 38)
PERMANENT SEEDING FOR STREAM BANK STABILIZATION
TEMPORARY SEEDING FOR SUMMER AND VANTER SEASONS
S R SFFIBRM
SEEDING
40 RMal. at BO%BrawNOp LUM (PMAIDn —)
50 MIAMI. or (0 % Baby (mmaDn.pp)
MIXTURE
BO%Ppe New MroaftSOW BIAGAT)
SOIL MR. Rye (Mae)
SEEDING
AAprB1- OWb.rI
Gdoa.r I - AWN 1
DATES
SEEDING
Temporary r.SAApwOb.SOONW ansion—rodembon
Tmrlplary eeaErlp wBI perpUM.OonV Sham mmr.Um
AMENDMENTS
.m.dD.Me bawMlptl b1101R10WWnpawYeb..
ameddurb.e lPaawYIG.DbWdbWrbeV adNBN.
M o1bpBABInpaU dM O. bdM Od Mld.a
MrMmpmWpsrUelMbebdeeareaMrdsw
bMUMon ad Blaq d*B be m.awrWnw.DA OM two
R aft
bdO ftn a ad " dM be m Mwor W—won ft. and
NYaM.
Tire pbNMHaaly epNisabelM DNS afmp«aq.M1M
The pb1DMG walry.p.a..orfNlr. PUN amnp«a0ewra
0,011— eddbbrmbpalMMeUWSeUner4ie
t d- end dw«Mb bprdl11 ulft.00SrAN
epplWO Iw aM FJ1yrw
.pWNMYee by aM Enpmeer
Meta 00 mdMMOfor—oft oormalBDnanowLWN.
AD —dMb. mredMd far.rodon oNW q— oorrOMtlOn
aOoMbjoban or Mdord.e by OM Enobeer
awndrwOm.dNSbe« Me O.d.O by UM Enplrrer
NMI
Gr«ed COPr- MIM.W.r brd rBBubMp N4DYry burBNtsd mmpbrymmawnorM (Clam,. pwW ra4ar
AeOdnG m NdrMA arwbrl rrele M GNAW «plarMMwDM f 15—I BwoAaW WT. «90OMMa Wy..
NOTE 2
Grarbe do !-- MMtr121 Cd Wrby., «aPngsoom.a Am ph— of whid- r- prnaobdarner dopW
ddb.-- «--WN p.rMMKen GaudwWa, b.bs. «shuD... ■DlPbm m N.ebam uamNL
F ITS,
—21
D8I&SoON
Transportation + Wood ResoGwa
Urban Dev kw,-d + O.orrW1w
72E) Corporate Drive
MB 9 7820485
M 919 782 9872
MIW W YYkdfamon COMA
AID HCBtSH FGI4
RDFE89DNAL SEAL
FULLSCALE 1' -NTS
0 NTS
JILL SCALE
O
p
O w
Z � N
V p1a 3
' ¢U F O 8 0 W � m
°13 6
rCIO 2Q
PRO&DATE Apra 20
G C CF
O C DATE - - --
V x �
OMWNG
NUMBER
37
PROW NO
201101150
0
RA

•
12-
HIRES. 1r MIN lO GA UNE WI RE
NO MIN 110A /'-(top6 BOTTOM)
SILT FENCE
FROM TOP
i > i ■ ■■ ■■■■■r a
MAX WTM
WIRE TIES
WINE FABRIC /�
MESH OM SIZE
-MSG IN
IN
FILTER FABRIC TO BE I
POLYPROPYLENE J
NYLON, POLESTER I
G LO
6• DOWN a
POLYETHYLENE YARN
O
I FORM RD
INFO APPROVED BY
U
ALONGTRENCN
ENGINEER
O
E LEVATION
NOTES SECTION
I USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 111 ACRE AND NEVER IN AREAS
OF CONCENTRATED FLOW
2 THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND DISPOSING OF SILT
ACCUMULATIONS AS DIRECTED BY THE ENGINEER FILTER FABRIC SHALL BE REPLACED WHEN IT
LAS DETERIORATED TO SUCH EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SST FENCE
3 FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (Q 204 MAX. ELONGATION) OF MbalLM
IN , WIRE FABRIC REQUIRED
1 IF EXTRA STRENGTH FABRIC IS UTILIZED (MM TENSILE STRENGTH • 500MIN IN. Q MAX 2D4
ELONGATION. WIRE FABRIC IS OPTIONAL MAXIMUM POST SPACING • S FEET
5 STONE OUTLETS SWILL BE PROVIDED ATALL LOW LYING POINTS LOCATIONS OF STONE OUTLETS
HAVE BEEN INDICATED AT MANOR LOW LYING AREAS CONTRACTOR RESPONSIBLE FOR LOCATING
AND INSTALLING OUTLETS AT THESE AREAS AS WELL AS LOCAL LOW LYING SPOTS
DIVERSION
POINT
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
PLAN
A
I
SEDIMENT M1-,�A rcVwUnIA
CONTROL g M- SHOULDE
STONE L MM ty
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NOTES SECTION A -A
1 USE CLASS •A• EROSION CONTROL STORE FOR STRUCTURAL STONE
2 USE NO 6 OR NO 57 STONE FOR SEDIMENT CONTROL STONE
3 CONSTRUCT TOP OF BERM A WNIMUM OF ONE FOOT THE SMOULDER OR DIVERSION FONT
1 PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 3BODL CU FT PER ACRE OF DISTURBED AREA.
SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR DOWN STREAM CONTROLS
ROCK PILE INLET SEDIMENT TRAP
NOT TO SCALE
STONE OUTLETS
AMA
min
ELEVATION
SEDIMENT
CONTROL STONE
•� ••
w I•Qj :•:.
SECTION NOTES
i USE CLASS B EROSION CONTROL STONE FOR
STRUCTURAL STONE
2. USE NO 5 OR NO 57 STONE FOR SEVINENT
3 PLACE STONE PER THE OIMFNSIONS SHOWN IN
THE PLAN ON A FILTER FABRIC FOUNDATION
4 KEEP THE CENTER STONE SECTION AT LEAST 9
I� -` '1
L • THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION
MAINTENANCE - INSPECT CHECK DAMS AND CHANNELS FOR MANAGE AFTER EACH
RUN-OFF EVENT
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT AL DAMAGE DAMAGE IMMEDIATELY IF P
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RHAP UNERIN
THAT PORTION OF THE CHANNEL
REMOVE SEDIMENT ACCUMULATED BEHIND THE DIMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAM THROUGH THE STONE CHECK
DAN, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAN. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION
TEMPORARY ROCK SILT CHECK DAM
NOT TO SCALE
CHANNEL BOTTOM
PLAN VIEW
SLOPE 1 1 ?7
OR FLATTER
6
O
GEOTEITILE
11•RIP RAP TO TOP OF PIPE (WU( R•ON)
PM CLASS 1 RP RAP UNLESS OTHERMSE SHOWN ON PUNS
"Ill' CLASS IV RP RAP, UNLESS OTHERWISE SHOWN ON PUNS
SECTION B-B
TYPE B
(PIPE OUTLET TO WELL- DEFINED CHANNEL)
CULVERT OUTLET PROTECTION
NOT TO SCALE
SDNER RF.AUGNMEM REPLACEMENT ETC
PLAN
SECTION A -A
INSTALLATION
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE
IF THE SLOPE TOWARD THE ROAD EXCEEDS 24, CONSTRUCT A RIDGE, 6 TO 8INCHES MGX WITH 3 O SIDE SLOPES ACROSS THE
FOUNDATION APPROXIMATELY 15 FT FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD
PUCE GEOTEITILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED
PLACE STONE TO DIMENSWNSAND GRADE SHOWN ON PLANS LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN
INSTALL PPE UNDER PAD P NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
pl 4
—� )i A
SLOPE GRAVEL FILTER _
TEMPORARY WIRE SCREEN
IM
SEDENT POOL
DEWIATERu
CONSTRUCTION SPECIFICATIONS
NOTES
1 LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE
BOTTOM ROW TO ALLOW POOL DRAINAGE THE FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2INCHES 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 X I WOOD STUDS THROUGH BLOCK OPENINGS
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
I2aNCH1 OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PUCE
3 USE CLEAN GRAVEL SM TO I2 INCH IN DIAMETER. PLACED 2 INCHES BELOW
THE TOP OF THE BLOCK ON A 21 SLOPE OR FLATTER AND SMOOTH R TO AN
EVEN GRADE 007957 WASMED STONE IS RECOMMENDED
BLOCK AND GRAVEL INLET PROTECTION
NOT TO SCALE
—2
L REPLACE BLOCK AND GRAVEL PROTECTION METHODS WITII THE
DS USING THE APPROPRIATE SILT SAO FILTER FOR THE EXISTING
CITY STREETS AND TRAFFIC AREAS FOR VEHICULAR SAFETY
STORM SEWER VELCRO
ORATE O OO CLOSURE
IFT STRAPS USED FOR EASY
MOVEMENT AND INSPECTION
NOTE — — —
THE SILT SAO WILL BE FROM A WOVEN M INOFIAME T FABRIC
THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS
STORM SEWER GRATE SILT SMI I
SILT BAG INLET GRATE PROTECTION
NOT TO SCALE
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FIGURE 1
INITIAL ANCHOR TRENCH
FIGURE 2
INTERMITTENT CHECK
SLOTBEGINING OF NEW ROLL
FIGURE 5
TRENCH AND CHECK SLOT LAYOUT
NOTE:
1 PERMANENT LINER MUST MEET OR EXCEED THE REQUIREMENTS
OF ASTM D 8659 AND D 8680
2 EROSION CONTROL BLANKET SHALL BE CURLEX, NAG 5150,
LANDLOCK CS2 OR APPROVED EQUIVALENT
FIGURE 3 FIGURE 4
TOP OF BANK TERMINATION TERMINAL ANCHOR TRENCH
PERMANENT LINER INSTALLATION NOTES
AIMATION GRADE AND COMPACT AREA
4011 (FIG 4) REMOVE ALL ROCKS, CLODS. VEGETATKIN, AND OBSTRUCTIONS 80 THAT MATTING W LL HAVE DIRECT CONTACT WITH THE SOIL
PREPARE SEEDBED BY LOOSENING 3 TO 4INCHES OF TOPSOIL ABOVE FINAL GRADE
APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE BOB W NEEDED
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED
SEEDING
SEE SEEDING SCHEDULE FOR SEEDING REQUIREMENTS
APPLY SEED TO SOIL BEFORE PLACING MATTING
WHEN USING PERMANENT LIKER, APPLY ADDITIONAL SEED AFTER INSTALLATION AND FILL MAT VffH SOIL
INSTALLATION ON BANKS
EXTEND MAT 2 TO FEET OVER CREST OF SLOPE AND EXCAVATE A /2' • C TERMINAL ANCHOR TRENCH SEE FIGURE 4
ANCHOR MAT IN TRENCH ON 1 FOOT SPACINGS, BACKFILL AND COMPACT SOIL
OVERLAP ADJACENT MATS S AND ANCHOR EVERY IT ACROSS THE OVERLAP THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE
LOWER ELEVATION MAT
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL
DO NOT STRETCH MONT
ANCHOR MAT USING U- SHAPED WIRE STAPLES OR GEOTEXTILE PINS
EXCAVATE INITIAL ANCHOR TRENCH 127(0 ACROSS THE CHANNEL AT THE LOWER END OF THE PROJECT SEE FIGURE I
PLACE C [ C CHECK SLOTS AT W INTERVALS ALONG THE CHANNEL SEE FIGURE Z
CUTP•P TRENCH ALONG TOP OF BANK FOR MAT TERMINATION. EXTEND MAT 2 TO 3 FEET ABOVE CREST IF POSSIBLE SEE FIGURE
BEGMNG AT THE CENTER OF CHANNEL AT THE DOWNSTREAM END OF THE AREA TO BE LIKED, PLACE THE END OF THE ROLL IN ANCHOR
TRENCH AND SECURE WTH U4MPED WIRE STAPLES OR GEOTEXTRE PINS SEE FIGURE 1
PUCE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MIN MUM OFT OVERLAP SECURE WITH STAPLES OR GEOTE%TLE PINS,
SACXFILL ANCHOR TRENCH. AND COMPACT SOIL
UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT CHECK SLOT OR TERMINAL ANCHOR
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MNOLUM OF 7 OF OVERLAP
STAPLE AT 1S INTERVALS ALONG OVERLAP
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS LAY MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF ANCHOR THROUGH
BOTH LAVERS, BACKFILL AND COMPACT SOIL CONTINUE ROLLING MAP UPSTREAM BEE FIGURE 2
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF 1
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END
SEE FIGURE S FOR TRENCH AND CHECK SLOT LAYOUT
EROSION CONTROL BLANKET RECOMMENDED
INSTALLATION WATTLE DESCRIPTION
NOT TO SCALE WATTLES ARE ELONGATED TUBES OF COMPACTED GEOTEXT ES, CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBER OR HARDWOOD MULCH —2
STRAW PINE NEEDLE AND LEAF MULCH-FILLED SEDIMENT TUBES ARE NOTPERWrTED UNDER THIS SPECIFICATION
WHEN AND WHERE TO USE IT:
2Y7 WOOD STARES OR INSTALL SEDIMENT TUBES ALONG CONTOURS IN DRAINAGE CONVEYANCE SMRLES, AND AROUND INLETS TO HELP REDUCE THE EFFECTS OF SON
125WT STEEL POST EROSION BY ENERGY DISSIPATION AND RETAIN SEDIMENT
MATERIALS
(� (� WATTLES FOR DITCH CHECKS AND TYPE A INLET STRUCTURE FILTERS BMW THE FOLLOWING PROPERTIES
A
�SIItSCICIC TypP� BI PRODUCED OF EXPERIENCED IN
B i I Mv_­ COMPOSED OF CpIPACTED OEOTEX71LE8, CURLED EXCEI$Idi WOOD. NATURAL COCONUT FBERB, HARDWOOD MULCH OR AMEX OF 71ff-SE
~ MATERIALS ENCLOSED BY A FLEXIBLE NETTING MATERIAL STRAW. STRAW FIBER, STRAW BALES. PINE NEEDLES AND LEAF MULCH ARE NOT ALLOWED
UNDER THIS SPECIFICATION UTIUMES OUTER NETTING THAT CONSISTS OF SEAMLESS, HfN4DENSRY POLYETHYLENE PHOTODEORADABLE
MATERIALS TREATED WITH ULTRAVIOLET STABSIZERS OR A SEAMLESS, HNLVDENSIY POLYETHYLENE MON-DEGRADABLE MATERIALS DIAMETER
RANGING FROM IBAXCHES TO 241NCHES CURLED EXCELSIOR WOOD. OR NATURAL COCONUT ROLLED EROSION CONTROL PRODUCTS (RECPS) THAT
ARE ROLLED UP TO CREATE A SEDIMENT TUBE ARE NOT ALLOWED UNDER THIS SPECIFICATION
/- -Curb Open'na _ I INSTALLATION:
.{, I I.� 1 INSTALL OVER BARE SOIL MULCHED AREAS OR EROSION CONTROL BLANIOTS THE MINIMUM DIAMETER SHOULD BE 181WHES
= r'� - -` f;
Curb D @O @CtOr I _ _ I 2 BEGIN AT THE LOCATION WHERE THE WATTLE 19 TO BE INSTALLED BY EXCAVATING A TRENCH 2D% OF TUBE DIAMETER a P MADE TRENCH ALONG
SLOPE s 1 1 6 SPACING THE CONTOUR OF THE SLOPE EXCAVATED SON SHOULD BE PLACED ONSLOPE FROM THE ANCHOR TRENCH AVOID DAMAGE TO SEDIMENT
2-0O'
Op1'onol Overflow —}� —Insert 1' Rebor for ALONG TUBE A TUBES WHILE INSTALLING THEM IF THE SEDIMENT TUBE BECOMES DAMAGED MARINO INSTALLATION, A STAKE SHOULD BE PLACED ON BOTH
Bog Removol From Inlet SIDES OF THE DAMAGED AREA TERMINATING THE TUBE SEGMENT AND A NEW TUBE SEGMENT SHOULD BE INSTALLED
tRebor Not included) END VIEW OF DITCH 3 PUCE THE WATTLE IN THE TRENCH 80 THAT R CONTOURS TO THE SON SURFACE COMPACT THE SON FROM THE EXCAVATED TRENCH AGAINST _
THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SOUND TIGHTLY ABUT
" —S11 SOCK SLOPE 21 -1 1 .1I SPACING 4 SECURE THE WATTLE WITH 4S STARS EVERY ZdWBTH/ A STAN ON EACH END STAKES SHOULD BE NTERTVBNED VWTH THE OUTER MESH ON
THE DOWNSTREAM SIDE AND DRIVEN IN THE GROUND TO A MINIMA DEPTH OF 1.5 FEET LEAVING AT LEAST T OF STAKE EXTENDING ABOVE, THE
DEPTH = D WATTLE STAEB SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE STARS SHOULD BE 217 WOODEN STAKES OR STEEL POSTS
(STANDARD V OR T SECTIONS WITH A MINIMUM WEIGHT OF 125 POUNDS PER FOOT) ALWAYS REFER TO THE MANUFACTURERS
—Dump loops RECOMMENDATIONS FOR THE MAKING OETAL
/ IRebar Not lnciud@d) ELOPE 4 L 21 �A SPACING 5 NSTALL ALL TUBES INSURING THAT NO GAPS EXIST BETWEEN THE 500. AND THE BOTTOM OF THE TUBE THE ENDS OF ADUACENT VATTLES
/ SHOULD SL UPPED 64NCN TO PREVENT FLOW AND 6EOGENFFROY PASSING THROUGH THE FIELD JOINT IN NO SITUATIONS SHOULD SEDIMENT
TUBES BE STACKED ON TOP OF ONE ANOTHIER IN SVALES OR DRWIAGE DITCHES PERPENDICULAR TO THE FLOW OF VATER SEDIMENT TUBES
W IUTH = t SHOULD CONTINUE UP THE SIDE SLOPES A MINDIUM OF 1 FOOT ABOVE THE DESIGN FLOW DEPTH
���•/.' _ I-..A� SLOPE 61fi1-WSPACING
ORSIOn—_
f LEidGTH =_ f 65tr0'nf % 6 SEDIMENT TUBE LENGTH SELECTED SHOULD MINOIQETHE NUMBER OFSEDIENT TUBES NEEDED TO SPAN THE WIDTH OFTHEDRAMAGE
f i SLOPE �&I rt0 SPACING CONVEYANCE IF THE DITCH CHECK LENGTH (PERPENDICULAR TO THE WATER FLOW] IS 15 FEET, THEN ONE 1S FOOT SEDIMENT TUBE IS
PREFERRED COIIPARED TO TWO OVERLAPPING 10 FOOT SEGMENT TUBES
TYPICAL WATTLE SPACING BASED ON SLOPE GRADIENT 7 WATTLES FOR DITCH CHECKS SHOULD REMAIN IN PUCE UNTIL FULLY ESTABLISHED VEGETATION AND ROOT SYSTEMS HAVE COMPLETELY
DEVELOPED AND CAN SURVIVE ON THEIR OWN
l EXCAVATED WOOD STAKE CHECK DAMS SHOULD BE INSPECTED EVERY? CALENDAR DAYSNp WTRIL 2MWIR8 AFTER EACH 81 OR11 THAT PRODUCES %4NGE8 OR MORE OF
y / TRENCH SSW WATT RAIN TO ENSURE CONTINUED EFFECTIVENESS
D ®m WATTLE ATNfO LARGE DEBRIS. TRASH, AND LEAVES SHOULD BE REMOVED
_ EXISTING GROUND SURFACE
SIZE _L " X W " X D " TO PROVIDE CUTOFF IF EROSKN CAUSES THE EDGES TO FALL TO A HEIGHT EQUAL TO OR BELOW THE XEIYIT OF THE CENTER, REPAIRS SHOULD BE MADE IMMEDIATELY
— EXISTING SLOPE REMOVE ACCUMULATED SEDIMENT FROM THE UPSTREAM SIDE OF THE SEDIMENT TUBE WHEN THE SEDIMENT LAS REACHED A HEIGHT OF
APPROXIIATELr ONE -THIRD OF THE EXPOSED HEIGHT OF THE TUBE OFEASUREDAT THE CENTERX,
ACCUMULATED SEDIMENT SHOULD BE REMOVED PRIOR TO REMOVING SEDIMENT TUBES
SILT SACK SECTION A-A VoEETATIONSOUanOH RREPLPLACEE FROPLOULVa ONLY AFTER
GRAVEL ST NT�TIMEESOTHER SATERIIAALSSHAV BEEN REMOVED
ED ENT
NOT TO SCALE
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