20131006 Ver 1_Site Plan_20130918

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JOHN E. GROGAN
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WAYNE TUGGLE SR.
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DONNA TURNER
JIM BURNETTE
GENE HAGOOD
JERRY EPPS
DARRYL CARTER
JERRY ELLIS
NhWK
WDICKSON
community infrastructure consultants
NC LICENSE F -0374
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(919) 782 -0495
Office Locations:
North Carolina Georgia
South Carolina Florida
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TANYARD BRANCH BASIN
SANITARY SEWER IMPROVEMENTS
NCDENR DIVISION OF WATER QUALITY PROJECT NO. CS370458 -06
............
... . .....
r
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 Specification.
City of Eden
North Carolina Permit Number
Authorization of Construct
Date
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 IN -SITU LINING
8
HENRY ST OUTFALL IN -SITU LINING
9
EARLY ST OUTFALL IN -SITU LINING
10
N BRIDGE ST OUTFALL IN -SITU 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
COLLEGE ST INSITU LINER & 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
SANITARY SEWER DETAILS
34
SANITARY SEWER 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
PLOT DATE — 9/16/2013

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CUI'YHIGH 1 U, W.K. UICKSUN & CU., INC. ALL HIGH IS HESEHVEU. HEI'HUUUC I IUN UH USE OF I HE CUN I EN IS OF I HIS UUCUMEN 1; AUUI I IUNS UH UELE I IUNS I U I HIS UUCUMEN I , IN WHULE UH IN PAH I , WI I HUU I WHI I I EN CUNSEN I OF W.K. UICKSUN & CU., INC., IS FJHUHIL31 I EL). UNLY CUMES FHUM I HE UHIGINAL OF I HIS UUCUMEN I , MAHKEU WI I H AN UHIGINAL 51GNA I UHE ANU SEAL SHALL BE CUNSIUEHEU I U BE VALIU, I HUE CUMES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT COVER INDEX.dwg - # # ## - September 16, 2013 - Mark Satchell
A
CONSTRUCTION SEQUENCE:
I
C
GENERAL NOTES
i
SUPPLEMENTAL BID AND CONSTRUCTION DOCUMENTS:
1. EXISTING SEWER SERVICE CONNECTIONS HAVE BEEN SHOWN CONSISTENT WITH RESULTS FROM A CCTV INSPECTION FOR A CONDITION ASSESMENT.
LEGEND
PROJECT DESCRIPTION
THIS CCTV INSPECTION WAS PERFORMED IN AUGUST 2011. RESULTS OF THIS CCTV INSPECTION CAN BE VIEWED AT THE ENGINEER'S OFFICE (W.K.
DICKSON & CO., INC. 720 CORPORATE CENTER DRIVE, RALEIGH NC) OR AT CITY HALL IN THE PUBLIC SERVICES DEPARTMENT.
EXISTING
THE CITY OF EDEN INTENDS TO MAKE IMMEDIATE REPAIRS TO THE MOST SEVERE AND PROBLEMATIC SEWERS
AND MANHOLES FOUND IN THE TANYARD BRANCH SUB - SYSTEM. IT CONSISTS OF A COMBINATION OF
2. A SANITARY SEWER EVALUATION STUDY OF THE BRIDGE STREET BASIN WHICH INCLUDES THIS PROJECT AREA IS ALSO AVAILABLE AT THE ENGINEER'S
REPLACEMENT, POINT REPAIRS, CURED IN -PLACE LINING AND RESPONDING TO AND CORRECTING THE SERVICE
OFFICE W.K. DICKSON & CO., INC. 720 CORPORATE CENTER DRIVE, RALEIGH NC) OR AT CITY HALL IN THE PUBLIC SERVICES DEPARTMENT. THIS STUY
ELEC BOX PROPERTY LINE /RIGHT OF WAY
DEFECTS.
CONTAINS SMOKE TESTING SUMMARY FORMS WHICH MAY BE USEFUL IN DETERMINING ACTIVE AND INACTIVE SERVICE CONNECTIONS.
EASEMENT LINE
-Y� --
SIGN
GENERAL CONSTRUCTION SEQUENCE NOTE:
ABBREVIATIONS
mm ,nr m °° WATER LINE
GENERAL NOTES:
1. THE CONSTRUCTION SEQUENCE NOTES LISTED ON THIS SHEET ARE ONLY A SUGGESTED SEQUENCE. CONTRACTOR SHALL REVIEW SUGGESTED
COE- CITY OF EDEN
MAIL BOX ® ® ® ®S SEWER MAIN
CONSTRUCTION SEQUENCE NOTES, ANY ALTERNATIVE OPTIONS, AND THEN SUBMIT A WORK SEQUENCE PLAN (WHICH SHOULD INCLUDE A DETAILED
CO- CLEAN OUT
1-i
® ® ® ®j�
UTILITY MIRK POST ;-� OVERHEAD POWER
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF EDEN STANDARDS AND SPECIFICATIONS.
BYPASS PUMPING PLAN) FOR APPROVAL TO OWNER PRIOR TO CONSTRUCTION.
2. ALL SEWER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED & MAINTAINED BY THE CITY OF EDEN.
CPP- CORRUGATED PLASTIC PIPE
0
POWER POLE GAS LINE
3. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION AND STATUS OF ALL IMPACTED SANITARY SEWER SERVICE
C &G -CURB & GUTTER
FIBER OPTIC LINE
4. CONTRACTOR WILL BE RESPONSIBLE FOR DIVERTING FLOW TO NEW SEWERS FROM THE EXISTING SEWER.
CONNECTIONS PRIOR TO ORDERING MATERIAL AND INITIATING EXCAVATION FOR SEWER MAIN REPLACEMENT AND OR INITIATING LINING. AS NOTED IN
LIGHT POLE
5. SEWERS SHALL BE ABANDONED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.
THE SUPPLEMENTAL BID AND CONSTRUCTION DOCUMENTS, AVAILABLE CCTV INSPECTION DATA AND SMOKE TEST DATA MAY PROVIDE BENEFICIAL
DIA- DIAMETER
BUILDING
6. MANHOLE SYMBOLOGY IN PROFILE VIEW IS SHOWN AS STANDARD CONE. ALL CALL -OUTS FOR MANHOLE
INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR EMPLOYING DISCOVERY TECHNIQUES INCLUDING PRE - CONSTRUCTION CCTV INSPECTION
DIP - DUCTILE IRON PIPE
GUY WIRE _ _ _ ,__RCP,__ _ _ _ REINF. CONC.PIPE
STRUCTURES SUPERSEDE SYMBOLOGY.
OF THE SEWER MAINS, SMOKE AND DYE TESTING, POT - HOLING AND /OR TEST EXCAVATIONS AND LATERAL CCTV INSPECTION AS NEEDED TO VERIFY
DT - DECIDIUS TREE
;. PP
7. ALTERATIONS TO PRIVATE PLUMBING AND CONNECTIONS TO EXISTING SERVICES INCLUDING CLEANOUTS SHALL BE
LATERAL LOCATIONS AND IF THE LATERALS ARE ACTIVE, INACTIVE OR ABANDONED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S AND
EOP -EDGE OF PAVEMENT
GAS VALVE - - CORRUG PLAST PIPE
INSTALLED IN ACCORDANCE WITH MOST CURRENT NC PLUMBING CODE AND LOCAL PLUMBING CODES.
ENGINEER'S PROJECT COORDINATOR WHEN EMPLOYING SMOKE TESTING AND DYE TESTING AND SHALL PROVIDE NOTIFICATION TO IMPACTED
��'P _
_ CORRUG METAL PIPE
EL- ELEVATION
CLEAN OUT
CUSTOMERS OF PENDING INVESTIGATIONS. THE CONTRACTOR SHALL THEN PROVIDE A MARKED MAP OR DRAWING THAT SUMMARIZES THE LATERAL
EDGE OF PAVEMENT /GRAVEL
3
LOCATIONS AND THE STATUS OF EACH LATERAL IN ADVANCE OF PROPOSED WORK SO OWNER AND ENGINEER CAN MODIFY OR ADJUST WORK FOR
ELEV- ELEVATION
SANITARY MH SIDEWALK
3
EROSION CONTROL:
LATERALS THAT ARE DETERMINED TO BE ABANDONED OR INACTIVE AND MAY NOT NEED TO BE RECONNECTED AND OR REINSTATED.
ESMT- EASEMENT
,..;
... ... ... ,.. ,.. ..._,� ..._� .
EXIST - EXISTING
-:.� -:.� -:.� CURB
YARD INLET -GRATE - -
3. IN ADDITION TO NOTE 2 REFERENCED ABOVE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE VERTICAL AND HORIZONITAL
EDGE OF CONC.
CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT SEDIMENTATION DAMAGE TO ALL
LOCATION OF ALL IMPACTED SANITARY SEWER SERVICE RECONNECTIONS ON SEWER MAINS THAT ARE PROPOSED TO BE RELOCATED PRIOR TO
FFE - FINISHED FLOOR
STORM MH
ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE EROSION CONTROL PLANS AND THE CURRENT NORTH CAROLINA
ORDERING MATERIALS AND INITIATING EXCAVATION FOR SEWER MAIN RELOCATION. THE CONTRACTOR SHALL COORDINATE WITH IMPACTED
FM -FORCE MAIN
w<
_ ___ ____ ____ _ MINOR CONTOUR
EROSION AND SEDIMENTATION MANUAL. STANDING WATER WITHIN THE PROJECT LIMITS SHOULD BE PREVENTED. ALL DISTURBED
CUSTOMERS IN CASE SEWER SERVICE INTERRUPTION IS NECESSARY TO COMPLETE DISCOVERY EFFORTS. THE RESULTING INFORMATION SHALL THEN
DROP INLET -STD - MAJOR CONTOUR
AREAS SHALL BE STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER.
LF- LINEAR FEET
BE COMPILED AND SHARED WITH THE OWNER'S AND ENGINEER'S PROJECT COORDINATOR TO DETERMINE IF ANY MODIFICATIONS ARE NEEDED TO THE
M H- MANHOLE
DROP INLET ................... .................... ..1. ................... I TOP OF BANK
CONTRACTOR SHALL ONLY DISTURB AN AREA THAT CAN BE STABILIZED THE SAME DAY.
PROPOSED RELOCATION VERTICAL ALIGNMENT OR THE PROPOSED PLUMBING RE- ROUTE.
-GRATE
OHP- OVERHEAD POWER
FF ______ BOTTOM OF BANK
CONTRACTOR SHALL MINIMIZE DISTURBANCE OF STREAM BANKS DURING CIPP LINING AND ABANDONMENT OF SEWER PIPES AND
4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING RIM ELEVATION FOR ALL NEW MANHOLE LOCATIONS IN PAVED SURFACES PRIOR TO ORDERING
PE - PERMANENT EASEMENT
WATER VALVE
MANHOLES.
MATERIAL AND INITIATING EXCAVATION. THIS VERIFICATION IS NEEDED TO SECURE APPROPRIATE STACKING HEIGHT.
PERM-PERMANENT
,
CHAIN LINK/WOVEN WIRE FENCE
WATER METER
5. NO SEPARATE PAYMENT SHALL BE MADE FOR THE CONTRACTOR'S DISCOVERY EFFORTS NOTED IN ITEMS 2 THROUGH 4 AS THESE EFFORTS ARE
PROP-PROPOSED
F, F WOOD FENCE
ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA SEDIMENTATION
INCIDENTAL TO THE SEWER MAIN REPLACEMENT, RELOCATION AND LINING WORK.
HYD
CONTROL ACT, AND IS SUBJECT TO A FINE.
PVC - POLYVINYL CHLORIDE
HEDGE
GENERAL SEWER LINE CONSTRUCTION SEQUENCE:
STD- STANDARD
BOLLARD '� � " �" �" �" �" y'yy`` WOODLINE
THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY. THE ACTUAL LOD SHOULD NOT EXCEED THE LIMITS OF THE TEMPORARY OR
PERMANENT CONSTRUCTION EASEMENTS OR THE STREET RIGHT OF WAY.
1. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL SEQUENCE AND
SR - STATE ROAD
RETAINING WALL
CLEAR AND GRUB AS REQUIRED IN ADVANCE OF SEWER INSTALLATION.
SW- SIDEWALK
*�
DECIDUOUS TREE PLANTER
THE LIMIT OF DISTURBANCE SHALL NOT ENCROACH ON THE TD TO BE BRANCH TOP SI U BANK A
CASE DISTANCE OF LESS THAN 5 FT UNLESS
EXISTING AERIAL CROSSING SEWER OR SERVICE IS INDICATED TO BE REPLACED. IN -SITU CASES, WORK SHOULD BE IN DRY CONDITION
2. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK AREA.
TCE - TEMPORARY CONSTRUCTION EASEMENT
BUSH COLUMN
AND ALL CROSSING OF STREAM BY EQUIPMENT SHALL BE BY BRIDGE MAT.
3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FOR THE SEWER.
TCP - TERRA COTTA PIPE
�_)
IPF
VCP- VITRIFIED CLAY PIPE
REFER TO DWG NO. 36 FOR STREAM CROSSING DETAILS AND STREAM CROSSING REQUIREMENTS TABLE.
4. CONTRACTOR SHALL LOCATE ALL EXISTING SEWER SERVICES THAT WILL BE IMPACTED BY THE SEWER MAIN REPLACEMENT, RELOCATION AND CIPP
E.
MONUMENT
LINING.
REFER TO DWG NO. 37 THRU 39 FOR EROSION CONTROL SEQUENCING, SEEDING SCHEDULING, MULCHING RATES, FERTILIZING RATES,
5. CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO INITIATING SEWER REPLACEMENT.
PROPOSED
NOTES AND DETAILS.
6. BYPASS PUMPING AND PIPING SHALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PLAN AND PROVIDE MEASURES TO PROVIDE
ANY AREAS WITHIN THE 15 FOOT BUFFER ZONE OF A CREEK OR NATURAL WATER COURSE MUST BE SEEDED AND MULCHED IMMEDIATELY
CONTINUOUS SERVICE TO IMPACTED AREAS. CONTRACTOR SHALL USE BYPASS PUMPING TO DIVERT FLOW AROUND WORK AREAS. ALTERNATIVELY,
O
SEWER
MANHOLE SS SEWER LINE
AFTER LINE INSTALLATION IS COMPLETED WITHIN THE BUFFER ZONE.
THE CONTRACTOR WILL BE PERMITTED TO EMPLOY ACCEPTABLE METHODS AND MEANS TO CONNECT THE EXISTING SYSTEM TO NEW SYSTEM DURING
W W WATER LINE
IN -SITU LINING (CIPP) DOES NOT REQUIRE DISTURBANCE IN THE PAVED STREETS, THEREFORE A LIMIT OF DISTURBANCE BOUNDARY LINE
NON -WORK HOURS PROVIDED CONNECTION IS WATER- TIGHT. CONTRACTOR'S METHODS AND SEQUENCE SHALL SECURE AN INSTALLATION THAT IS
CLEANOUT
HAS NOT BEEN SHOWN.
VOID OF SANITARY SEWER OVERFLOWS, SURCHARGING AND FACILITATES TESTING OF THE NEW SEWER AND MANHOLES.
LJ
PIPE PLUG
STEEL ENCASEMENT
TOTAL ESTIMATED DISTURBED AREA - 15.20 ACRES
7. CONTRACTOR SHALL RECONNECT EXISTING LATERALS TO THE NEW LATERAL IMMEDIATELY AFTER ACCEPTABLE TESTING OF THE SUBJECT SEWER
NN
MAIN AND MANHOLES AND NEW LATERAL AND CLEAN OUT ASSEMBLY.
WATER
VALVE TCE TEMPORARY CONSTRUCTION ESMT
BACKFILLING:
8. WHERE EXISTING SPURS OR CROSS LINES ARE ENCOUNTERED AND TO THE EXTENT PRACTICAL, CONTRACTOR SHALL HAVE IMMEDIATE DOWNSTREAM
SECTION OF THE OUTFALL TESTED AND OPERATIONAL SO FLOW CAN BE DIVERTED OR BYPASSED FROM THE EXISTING SPUR LINE.
SERVICE
NOT IDENTIFIED - - - PERMANENT EASEMENT
REFER TO TRENCHING SPECIFICATIONS AND DETAIL.
(BY CCTV)
9. UPON SUCCESSFUL TESTING OF THE NEW SEWERS AND MANHOLES AND PRIOR TO BYPASS PUMPING AND PIPING REMOVAL AND OR RELOCATION,
LOD LIMIT OF DISTURBANCE
UTILITIES:
CONTRACTOR SHALL CONDUCT POST - CONSTRUCTION TELEVISION INSPECTION TO DOCUMENT PIPE LINE INSTALLATION.
100 MAJOR CONTOURS
10. CONTRACTOR SHALL REMOVE BYPASS PUMPING AND PIPING AND COMPLETE RESTORATION.
CONTRACTOR SHALL CONTACT NC ONE -CALL AT 1- 800 - 632 -4949 FOR UTILITY LOCATIONS PRIOR TO CONSTRUCTION.
MINOR CONTOURS
CONTRACTOR SHALL ALSO NOTIFY THE CITY OF EDEN ENGINEERING DEPARTMENT OF IMPENDING WORK.
GENERAL PARALLEL SEWER LINE CONSTRUCTION SEQUENCE:
TO BE DEMOLISHED /REMOVED
1. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION CONTROL SEQUENCE AND
THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY
CLEAR AND GRUB AS REQUIRED IN ADVANCE OF SEWER INSTALLATION.
TO FIELD - VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO
2-
UTILITIES INCURRED DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE
2. CONTRACTOR SHALL INSTALL AND MAINTAIN ALL TRAFFIC CONTROL AND OTHER TEMPORARY FACILITIES FOR SAFE AND PROTECTED WORK AREA.
EROSION CONTROL -2
CONTRACTOR'S EXPENSE.
3. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES IN ADVANCE OF THE TRENCHING FOR THE SEWER.
ATTENTION CONTRACTORS
BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF
4. CONTRACTOR SHALL LOCATE ALL EXISTING SEWER SERVICES THAT WILL BE IMPACTED BY THE SEWER MAIN REPLACEMENT.
< TEMPORARY ROCK SILT CHECK, TYPE B
CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
THE CONTRACTOR RESPONSIBLE FOR THE SEWER IMPROVEMENTS, AS
CAUSED BY THE OPERATIONS OF THEIR WORK.
5. CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO INITIATING SEWER TIE INTO OR CORE TO THE RECEIVING MANHOLE
APPROVED IN THESE PLANS, IS RESPONSIBLE FOR CONTACTING THE
CITY OF EDEN - KEVIN LONDON - ENGINEERING TECHNICIAN (336) 623 -7789 x3011
AND SEWER. BYPASS PUMPING AND PIPING SHALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PLAN.
ENGINEERING DEPARTMENT AT (336) 623 -2110 AT LEAST 24 HOURS PRIOR
TO TEMPORARY ROCK SEDIMENT DAM, TYPE A
DUKE ENERGY
6. FOLLOWING ACCEPTABLE TIE IN TO THE RECEIVING MANHOLE, CONTRACTOR SHALL PLUG NEW INLET WITH PNEUMATIC TYPE PLUG OR APPROVED
BEGINNING ANY OF THEIR CONSTRUCTION.
(DISTRIBUTION) - ANNE STANFIELD - (336) 634 -4681
EQUAL.
TEMPORARY ROCK SEDIMENT DAM, TYPE B
OP
(ASSET PROTECTION SPECIALIST) - ERVIN SUMMERS -(W) (336) 634 -4633 (M) (336) 214 -4297
PIEDMONT NATURAL GAS - BERNARD HICKS - (336) 342 -9636
7. CONTRACTOR SHALL INSTALL PARALLEL SEWER FROM DOWNSTREAM TO UPSTREAM AND TEST IN ACCORDANCE WITH SEWER SPECIFICATIONS.
FAILURE TO NOTIFY THE ENGINEERING DEPARTMENT IN ADVANCE OF
SPRINT - RICHARD SPENCER - (276) 666 -4289
8. CONTRACTOR SHALL INSTALL AND TEST BYPASS PUMPING AND PIPING PRIOR TO TERMINATING THE SEWER INTO THE UPSTREAM CONNECTION
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF MONETARY
MANHOLE. BYPASS PUMPING AND PIPING SHALL BE CONSISTENT WITH CONTRACTOR'S APPROVED BYPASS PUMPING PLAN. FOLLOWING
FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR SEWER FACILITIES ROCK PIPE INLET SEDIMENT TRAP
MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:
ACCEPTABLE TIE IN TO THE UPSTREAM CONNECTION MANHOLE, CONTRACTOR SHALL PLUG NEW OUTLET WITH PNEUMATIC TYPE PLUG OR APPROVE
NOT INSPECTED AS A RESULT OF THIS NOTIFICATION FAILURE.
A. WATER LINES - 18" VERTICAL OR 10' HORIZONTAL
EQUAL AND CONCLUDE PIPE AND MANHOLE TESTING AND POST - CONSTRUCTION CLOSED CIRCUIT TELEVISION INSPECTION.
9. CONTRACTOR SHALL REMOVE PLUGS AND DIVERT FLOW AND COMPLETE RESTORATION.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG, HAVE
""
i BLOCK AND GRAVEL INLET PROTECTION (TEMPORARY)
B. STORM SEWERS - 24" VERTICAL
PERMITTED PLANS ON THE JOB SITE, OR ANY OTHER VIOLATION OF CITY OF
....
SPECIAL PROVISIONS FOR AERIAL SEWER CROSSINGS SEQUENCE:
EDEN STANDARDS WILL RESULT IN A FINE AND POSSIBLE EXCLUSION
FROM
D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION DISTANCES BETWEEN THE SANITARY SEWER
FUTURE WORK IN THE CITY OF EDEN.
LINE AND WATER LINE OR STORM SEWER CANNOT BE MAINTAINED. PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE
1. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACCESS TO ALL PROPOSED FOOTINGS /PIERS FOR SEWER AERIAL CROSSING WHEN LINE LAYING
ROCK PIPE OUTLET PROTECTION
ARE CENTERED ON THE CROSSING POINT AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING.
ACTIVITY REACHES THE AERIAL CROSSINGS. CONTRACTOR SHALL COORDINATE WITH GEOTECHNICAL ENGINEER TO EVALUATE SUB - SURFACE
CONDITIONS BY SOIL BORINGS FOR AERIAL CROSSING FOUNDATIONS SO FOUNDATION DESIGN CAN BE CONFIRMED AND BY FIELD DETERMINATION OF
DISTANCES NOTED ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
SUBGRADE AFTER EXCAVATION OF FOUNDATION HAS BEEN ACHIEVED FOR ANTICIPATED OR DESIGN CONDITIONS. PAYMENT OF THIS EVALUATION
TEMPORARY STREAM CROSSING REQUIREMENTS CR
SHALL BE INCIDENTAL TO THE AERIAL CROSSING.
2. IF THE FIELD CONDITIONS OF THE SUBGRADE REQUIRE ANY DEVIATION FROM THE DESIGN, THE GEOTECHNICAL ENGINEER SHALL REVIEW ACTUAL
SELECT TREE REMOVAL
CONDITIONS AND MAKE A DETERMINATION ON THE MOST SUITABLE FOUNDATION.
DATUM:
TRAFFIC CONTROL GENERAL NOTES:
/// TEMPORARY SILT FENCE
3. WHERE THE AERIAL CROSSING WILL BE ACHIEVED THROUGH A CONCRETE PIER WITH PILES OR WITHOUT OR CONCRETE PILE CAP, CONTRACTOR
HORIZONTAL DATUM - NAD 83
1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS FOR WORK ZONE TRAFFIC CONTROL TO THE
SHALL LEAVE FORMS IN PLACE FOR A DURATION AS SPECIFIED IN THE CONCRETE SPECIFICATIONS. CONTRACTOR SHALL PROVIDE SUFFICIENT
VERTICAL DATUM - NAVD88
ENGINEERING DEPARTMENT(BEV O'DELL/TAMMY AMOS) AND /OR NCDOT (DONALD LANGLEY). CONTRACTOR SHALL
SHORING MEMBERS TO SUPPORT DEAD LOAD PLUS CONSTRUCTION LOADS UNTIL CONCRETE HAS ACHIEVED ITS FULL SPECIFIED STRENGTH.
/// TEMPORARY SILT FENCE W/ STONE OUTLET
NOT PLACE ANY TRAFFIC CONTROL DEVICES WITHOUT HAVING APPROVAL FROM APPLICABLE TRANSPORTATION
CONTROL FOR SURVEY:
DEPARTMENT.
4. WHERE THE SUBGRADE REQUIRES THE USE OF PILES FOR SUPPORT, CONTRACTOR SHALL TEST PILES IN ACCORDANCE WITH GEOTECHNICAL
ENGINEER'S RECOMMENDED TESTING METHOD TO DETERMINE ULTIMATE CAPACITY OF PILES.
THE SURVEY WAS BASED ON GPS VRS (GLOBAL POSITIONING
STRAW WATTLE
2. CONTRACTOR SHALL INSURE ACCESS TO ALL PROPERTIES BY PROPERTY OWNERS AT ALL TIMES.
TESTING REQUIREMENTS CRITICAL FOR PLANNING WORK SEQUENCE:
SYSTEM VIRTUAL REFERENCE SYSTEM) POINTS SET IN THE
SPRING OF 2012 USING TRIMBLE 5800 RECEIVERS. A DOUBLE
3. CONTRACTOR SHALL NOTIFY CITY ENGINEERING OFFICE ONE WEEK IN ADVANCE OF ANY ROAD CLOSINGS AND
THE LIST IS A GUIDELINE OF MAJOR SEWER AND WATER TESTING REQUIREMENTS FOR PLANNING WORK SEQUENCE. THE TESTING REQUIREMENTS AS
ANGLE TRAVERSE WAS PERFORMED FROM THIS INITIAL TIE TO
TEMPORARY CONSTRUCTION ENTRANCE
COORDINATE ALL ROAD CLOSINGS /UTILITY INTERRUPTIONS WITH PROPERTY OWNERS AFFECTED 48 HOURS
NOTED ARE NOT LIMITED TO THE FOLLOWING PARAMETERS AND SHALL BE CONSISTENT WITH THE SPECIFICATIONS AND OWNER'S REQUIREMENTS:
GRID ALONG THE ENTIRE CORRIDOR. THE ERROR OF CLOSURE
PRIOR TO CLOSING /INTERRUPTING SERVICES.
1. TESTING GUIDELINES FOR SEWER:
FOR THIS TRAVERSE EXCEEDS 1 IN 10,000.
4. MINIMUM ONE WAY TRAFFIC SHALL BE MAINTAINED ALL TIMES UNLESS ROAD CLOSURE IS APPROVED BY
A. REPLACEMENT IN THE SAME ALIGNMENT AND PARALLEL - LOW PRESSURE AIR TEST FOR SEWER AND VACUUM TEST MANHOLES; MANDREL TEST
f f f f f f
f f / /f CLEAR AND GUB
APPLICABLE TRANSPORTATION DEPARTMENT IN WRITING, 30 DAYS IN ADVANCE OF ROAD CLOSURE. AN
f
APPROVED DETOUR PLAN PREPARED BY THE CONTRACTOR SHALL BE REQUIRED AND THE MEASURES INSTALLED
FOR PVC SECTIONS
PRIOR TO CLOSURE CONTRACTOR SHALL ALLOW MINIMUM OF FOUR WEEKS FOR REVIEW OF TRAFFIC CONTROL
B. CURED IN PLACE LINERS - LOW PRESSURE AIR TEST
PLAN BY THE GOVERNING AUTHORITY UNLESS OTHERWISE SPECIFIED BY THE NCDOT ENCROACHMENT
SEWER REPLACEMENT /REHAB
AGREEMENT. OPEN CUT CONSTRUCTION OF APPROVED ROADS BY NCDOT SHALL BE BETWEEN DAYLIGHT HOURS
C. RECONNECTION TO EXISTING CROSS - LINES -CCTV INSPECTION ONLY
DEFINITIONS -LINE TYPES
OF 9:00 AM AND 4:00 PM WITH THE OPEN CUT BEING TRAVERSABLE BY 4:00 PM. TRAVERSABLE SHALL MEAN EITHER
1
ACCEPTABLY PERMANENTLY PATCHED OR SAFELY PLATED..
D. DOG -HOUSE MANHOLES OVER EXISTING SEWER - VACUUM TEST
1
E. REHABBED MANHOLES - VACUUM TEST
C IPP
5. CONTRACTOR SHALL COORDINATE/ NOTIFY TRAFFIC SERVICES DAILY (BEFORE 4:00 P.M.) AS TO WHICH STREETS
- - - - SS CURED -IN -PLACE PIPE REHABILITATION
WILL BE UNDER CONSTRUCTION IMPEDING TRAFFIC FLOW THE FOLLOWING DAY.
F. SEWER LATERAL STUBOUTS - LOW PRESSURE AIR TEST FOR NEW PORTION OF LATERAL AND CLEAN OUT CONCURRENT WITH MAIN LINE TEST
REPL
6. THE CONTRACTOR SHALL NOT IMPEDE TRAFFIC AT ANY TIME UNTIL THE APPROVED TRAFFIC CONTROL DEVICES
G. SEWER LATERAL RECONNECTIONS - LOW PRESSURE AIR TEST FOR NEW PORTION OF LATERAL AND CLEAN OUT CONCURRENT WITH MAIN LINE
SS IN -SITU PIPE REPLACEMENT
ARE IN PLACE.
TEST
RELO
SS RELOCATED PIPE
H. ALL NEW SEWER MAINS AND MANHOLES - CCTV POST CONSTRUCTION INSPECTION WITHOUT FLOW
7. ALL TRAFFIC CONTROL MEASURES, DEVICES, INSTALLATION, METHODS, SEQUENCING AND PLANS SHALL BE IN
STRICT ACCORDANCE WITH MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND SUPPLEMENTS SUCH AS
IN -SITU REPLACEMENT NOTES:
NCDOT AND/ OR CITY TRAFFIC SERVICES.
SOIL BORINGS
1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANHOLE STRUCTURES AND PIPES TO PERFORM IN -SITU REPLACEMENT OF THE SANITARY
SEWER. WHERE SPECIFIC LINEAR FOOTAGE OF INDIVIDUAL EXISTING PIPES'TO BE REMOVED' ARE NOT CALLED OUT, IT SHALL BE UNDERSTOOD THAT
REMOVAL AND DISPOSAL IS NECESSARY BY THE CONTRACTOR, WHERE IN -SITU REPLACEMENT IS REQUIRED FOR INSTALLATION OF REPLACEMENT
B -1�
LOCATION OF BORING
SEWER.
#
2. EXISTING MANHOLE STRUCTURES AND PIPES ARE SHOWN SCREENED AND DASHED.
SOIL BORING ABBREVIATIONS
3. CONTRACTOR SHALL USE SANITARY SEWER BYPASS PUMPING FOR ALL IN -SITU REPLACEMENT.
GENERAL BYPASS PUMPING NOTES:
ol
B = BORING
1. BYPASS PUMP AND PIPING IS NOT SHOWN ON PLANS AND THESE MEASURES ARE THE CONTRACTOR'S RESPONSIBILITY. SUGGESTED SEQUENCES ARE
HA = HAND AUGER
DRAFT
PROVIDED TO CLARIFY INTENT OF DESIGN.
DR = DRIVE ROD
DRR = DRIVE ROD REFUSAL
GENERAL EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE:
AR = AUGER REFUSAL
1. SEE DETAIL SHEET 7 I
RNE = ROCK NOT ENCOUNTERED
A
(3 B
I
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NOTES:
....... ............................. 1. THE LIMIT OF DISTURBANCE LINE IS SHOWN FOR CLARITY,
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2. THE LOD SHALL NOT ENCROACH ON THE TANYARD BRANCH
QIPP IN-SITU LINER CAN BE TOP OF BANK A DISTANCE OF LESS THAN 5 FT UNLESS
INSTALLED FROM JAY ST ANDA # I EXISTING AERIAL SEWER CROSSING OR SERVICE IS
MONCURE ST WITHOUT INDICATED TO BE REPLACED. IN-SITU CASE, WORK SHOULD
DI TURBANCE IN EASEMENT W I w BE IN DRY CONDITION AND ALL CROSSING OF STREAM BY
I jr EQUIPMENT SHALL BE BY BRIDGE MAT.
3. SEE DWG NO 36 FOR STREAM CROSSING DETAILS AND
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Ni,\ \ \ \ 1 10
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JAY STREET MOIR STREET
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT EROS OVERALL.dwg - # # ## - September 16, 2013 - Mark Satchell
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT EROS OVERALL.dwg - # # ## - September 16, 2013 - Mark Satchell
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FILE NAME: L:\Pnojoots\EDEN\2O11O115OORA\CADD\P|anGot\2O11O115OO GHT EROS DVERALLdwg'#### September 16.2O13 K8arkGatchoU
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INDICATED TO BE REPLACED. IN-SITU CASE, WORK SHOULD
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FILE NAME: L:\Pnojoots\EDEN\2O11O115OORA\CADD\P|anGot\2O11O115OO GHT EROS DVERALLdwg'#### September 16.2O13 K8arkGatchoU
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DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
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DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
a
1
el
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
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DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
3
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1
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: V=40
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DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
CITY OF EDEN
community infrastructure consultants
REQ IRED
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
FULL SCALE: 1"=40
0 40 80
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DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT TANYARD BR.dwg - # # ## - September 16, 2013 - Mark Satchell
1
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F -0374
PROFESSIONAL SEAL
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT MONROE ST.dwg - # # ## - September 16, 2013 - Mark Satchell
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201 1 01 1 500RA
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT MONROE ST.dwg - # # ## - September 16, 2013 - Mark Satchell

NC. LICENSE NO. F -0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT MONROE ST.dwg - # # ## - September 16, 2013 - Mark Satchell

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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT HENRY ST.dwg - # # ## - September 16, 2013 - Mark Satchell
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT EARLY &BRIDGE ST.dwg - # # ## - September 16, 2013 - Mark Satchell
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FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set \201 1 01 1 500 SHT EARLY &BRIDGE ST.dwg - # # ## - September 16, 2013 - Mark Satchell
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9
PROJ. NO.:
201 1 01 1 500RA

Map
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD BRANCH SOUTH.dwg -#### - September 16, 2013 - Mark Satchell
NODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
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DUKE ENERGY NOTES:
NOTES -
EXISTING MH BSE 0652
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CONTRACTOR SHALL COORDINATE WITH PROGRESS/ DUKE ENERGY ENCROACHMENT REPRESENTATIVE PRIOR TO „
CONSTRUCTION IN PROGRESS/ DUKE ENERGY EASEMENT TO VERIFY LOCATION OF POISE/ GROUNDING GRID. CONTRACTOR 11. CONTRACTOR SHALL VERIFY INVERT OF EXISTING 36 RCP
SEWER PRIOR TO INITIATING WORK AND ORDERING MATERIALS
INV IN=491.92 (E)
@
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SHALL BE RESPONSIBLE FOR REIMBURSING PROGRESS/ DUKE ENERGY FOR THE COST OF ANY REPAIRS IN EVENT POISE/
INV IN=502.03 (N)
,
REPLACE _ -:;; TH
OGp'G�S
FOR PROPOSED MH BSE 0720.
GROUNDING GRID IS DAMAGED DURING CONSTRUCTION. DISCOVERY OF POISE/ GROUNDING GRID SHALL BE COMPENSATED
145 LF C&G �..
INV IN=499.28 (NW) PIPE Ir ,0:...
INV IN=490.87 (SW) °
BY ALLOWANCE.
2N/F. CONTRACTOR SHALL COORDINATE WITH CITY OF EDEN PROJECT
PLUG, 5� - ,�
INV OUT=490.71 (NE) TYp PROPOSED __t g
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471 2.
V Y L
COORDINATOR AND NCDOT FOR USE OF 8'x10' CONCRETE BOX
ACCESS TO ELECTRICAL FACILITIES MUST BE MAINTAINED AT ALL TIMES. AN UNOBSTRUCTED, LEVEL AND 30 FOOT WIDE
CULVERT UNDER W KINGS HWY (SR 2066) TO PERFORM BY-PASS
PROPOSED °:.,
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ACCESS WAY MUST BE MAINTAINED ADJACENT TO AND UNDERNEATH THE OVERHEAD CONDUCTORS AND TO EACH PUMPING OPERATION DURING REPLACEMENT OF SANITARY
TRANSMISSION STRUCTURE FOR PROGRESS/ DUKE ENERGY TO PERFORM ROUTINE MAINTENANCE AND EMERGENCY REPAIR.
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1 Y
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CITY OF EDEN MATL UNKNOWN
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.\ . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 508
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z� •z
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BORE & JACK.
\J /
\
! -- - - -
w z 06 U)
RECEIVING PIT.
PROPOSED 40'x10'
BORING B-75.
BORING B-1 BORE & JACK
(PWR)
(PWR)
ELEV=499.00: ! - - - -
BORING B-77
/
504
. . . . . . .
. . .
ENTRY PIT
. ELEV�496.00. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . `. . . . . . . . . . !. . . . . . . . . . . .
. . . . . . . . . (PWR) . . . . . . . . . . . . . . . . . . . 504----512
_ \
. . . . . .� . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROPOSED 240 LF OF 36"X 0.500
ELEV=502.50
BORING B-77
i 1512
!: BORING B-80
EXIST. THICK STEEL ENCASEMENT
36" RCP W/254.49 LF OF 16" RJDI BORING B-5
INSTALLED BY BORE AND JACK (PWR)
BORING -B-76
(ROCK)
ELEV`501.00
/ :
(PWR) ` I
ELEV-507.00 ,EXIST 12" CAST IRON
1
500
METHOD @ 1.00%. SLOPE. ELEV=498.00.
(PWR).
LF' 15"PVC@ 0.66% .
. . . . . . . . . . . . . . . . . . / . . . . . . . . . . . . . .
508 /
508
ELEV=497.50
PROPOSED 129'.09
1
BORING
1
(P)
BORING B-79
ORING B-2 ELEV=494'.00
(PWR)
I
496
(RNE).
ELEV=490.00 Z 5.73 LF' DIP@ 1:00 . •
496
ELEV-501.50
504
504
OSE
PROPOS
PROPOSED
BORING B-78
\ j
�-.
• 197.81 LF 15" PVC .
PROPOSED @ 1.00%
7.00 LF 16" DIP
(PWR)
'ELEV=497.50
BORING B-80
(ROCK)
ELEV=498.00
-DRAFT
PROPOSED
@ 1.00%
PROPOSED 171.60 LF 15" PVC@ 0.15%
492
- - - - - --
.67.79 LF 16"DIP ... ...PROPOSED...................................................................................................................492
.... ......... ...................
500
@ 0.15% 7.00 LF 16 DIP BORING B-3
@ 1.00% (PWR) .
PROPOSED 33.29 LF 16" DIP@ 1.00%
PROPOSED f�. . ELEV=489.50
33.67 LF 16" DIP
PROPOSED 68.04 LF 16" DIP@ 1.00% ,
@ 0.15% }� SCALE: HOR 1"=40'- VERT 1"=4'
SALE: HOR 1 "=40'; VERT 1 "=4'
488
496
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD BRANCH SOUTH.dwg -#### - September 16, 2013 - Mark Satchell
NODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" = FULL SCALE
1 " = HALF SCALE I`
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Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA

map
O SEE DING NO 26 FOR 01. 5 / \ .; I PROPOSED MH B 0702
+1. �, AUSTIN L/E
s ": '9� , PIPE REPLACEMENT _ O _ G
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° CLEAR &GRUB ....._
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:. ... ti O PROPOSED C� C9 / 10 TCP TO BE _ ca
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s.... ..., F �j �� ABANDONED L
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r..:r T S :' V _ I EXISTING MH BSE 00 2 0 167.8 LF
:....... TO PROPOSED MH O / RIM EL -583.80 O: I 1 STA 6+67.23 c 20 /o
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%/ _ k� -STA 0+00 ,RIM EL -586.07
�- INV IN 571.98 N �„ -
....::..
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�� .
Q o ; = I INV OUT=579.97
N S MH BSE 0615 I RIM EL 584.00
4.../... TO BE ABANDONED ,
r ::. s ..:.. ( ) EXIST MH BSE 0235
o / v ::...::: - u NA1 40"TRE EXISTING MH BSE 0647
PROPOSED �.. SS PIPE PLU'.1.
o/ Ia:..
:f�..��
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. W L a,.: TREE _
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c 2 TRE
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=591
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'` / _� �v. IAB
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r6 � T �., N
8 VCP TO BE � S RECONNECT AND / B RD - -
: SERVICE INC
� U - _....... ............. 1, 12 PJ E
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. w. RELOCATE SEWER /..._ r ....8 jjj�
ABANDONED.:, ­11 PROPOSED
sE /l�
C� S / C O rE; RF, .... Ci �2: REE
�:. T S...: .......
:. SERVICE, TO / 122.3 LF OF 8 CLEAR & GRi�B_
U ? `� ^a_
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PERM ESMT
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o:
v. 1
EXIST MH BSE 0005 v.... SE N E 5 .:. w. r.:.
�I .: & 286.1 LF 8 VCP PERM ESMT -
1.�1 I, I I c o REMOVE D ti
2 !i N r ti :' o (u T I
TO BE ABANDONED �,.7 I 1, _ TO BE REMOVED 9+00 N' W � : ..::
4 G ..,. :,. „ -� ..6 RELO METAL O _
D 1068 G 116 � .. '.:. <r
10 TCP TO BE �r_ cu ::
PROPOS%ED MH '0 - 1. _....°.. x I cu
-o
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r
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U ABANDONED -
"9 h a : _,.
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EXIST MH BSE 0008 N v�.:0 r3 .:_ k s...:. _. A
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4-35 11'1 1 RT '�% PLAN,8� PROFILE::
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TO BE REMOVED _ \ O _j o� DED /
:.. l I:. v,.� . /..: w c� .. m _ w C. .
N ,. C U _., o O
. ti WN 4.:. ) . o Wpcq
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,... :. r U I . �: �- N_ PROPOSED MH BSE 0001 .
. S .: E NOTE 2 ,TIv,`. , I �?r!B
E „ w.. I
POWER POLE, r+ 8 TCP TO BE TO BE ABANDONED \,F �. x
;:. :: u S �,�
„ E V : , s 'i 1 ...:::. ,, �:: REMO A N/ S 1 , S 4 DIA FLAT TOP MH
SEE NOTE 1 1 ,- ABANDONED -r ::. ": ":.\ t- a: �i : O 12 E
,:.. \ SEE NQ;TE 3 a �° ..._ y : i, t-. REPLA E s C DAR .' STA 9+43.79
1.m _ ',:.. u, t . EXISTING MH BSE 0648
.. 1 sro �/onn _ .. ' • mac} I �� ;:
S_ cfl i ss ti a CLOTHES INE
�.:. RIM EL=592.50 RIM EL=594.91
ENGE FRAM ss 1 24 T REMOVE & „:. ::
n 3�,� EBLD , ., c ANTHONY CUR I
.. F.F z I � ..:.,. `� . .0 . : o � " cam _ ... ... ... INV IN=588.61 N
ra 575. U INV 7o REPLACE 469.3 SY ORAYA, ( \M
�. "! . o o m RE OV -
Tj�:: :: N� 5I AN ....... F( � , / P r EXIST ASPHALT _ c� c� �, C
' PROPOSED MH I INV IN -588.61 (SW)
{O - ,f r E _ ,.... r ...... ., r .`� ` r'& r"" a. I ' a INC :: PIN '0:,°'0:,° ...
I 1 U... e� c� REPLA G
,, .� - _ „ BSE 0235 INV OUT=588.56
PAVEMENT C �� y u Yn IU� �...... ..
i *. r. _... ...w. ',. s • - r I "`•�.. r l ... f e.A::. K. �'l :•
70701950391 ..
"lee a�......: aT �.: EEK S : ....:: m U_ u.1 AND SI® LK J:.
�#...... r T SPS- r*' 4 DIA STD MH 421 GL .NI I
NOTES.
10 6:... ..:... : 3 !P_ F - CHANNEL
- 6 ..... ,: x ...: :. ......s !-- STA 5+33.87DB
N \ = - � m.........v..... �, _ : ....... .. __ �� 348 G
,;, 1129
0�..:.. Y� ,::... .. �h5 ...6 X Xt 11 .... y.
F'C G\_O t 8 VCP TO BE�
- BU I _:, 310 RIM EL -583.89 ,o
� �; � � , , , '+ � r,,....• " v � ,, -:Y.� .. � 1. THE CONTRACTOR SHALL COORDINATE THE SUPPORT OF EXISTING POWER POLE,
�5 \N Br82 _ B- 2 mm ,, m...... m EX STING = ° PIN N707019511162
k2 �p 40µ � s x B 81 ABANDONED 7v ...... .... ,:. 4 42 49 08 RT r LIGHT POLE AND TEMPORARY GUY WIRE REMOVAL & REPLACEMENT (IF NECESSARY)
_ rvx: ER VALVES
..
.. m• ..
lL ,1 \ �^'� B-13 -14 p : ' + vnl ;• _. WET PROPOSED MH /}':. . WITH DUKE/PROGRESS BEFORE EXCAVATING NEAR THESE UTILITIES. CONTRACTOR
Ss! B 15 B-16 _ � BSE 0234 ALLOWANCE TO PAY FOR COST OF DUKE/PROGRESS SUPPORT AND/OR
Mh,µt... G r,......� �, SHALL USE
,.. _ I 4' DIA STD MH BRACING.
°�K ° ,, A STRE
M:, ° :,
G
.. 7t -m... � I....... 0.... +
-11 I[.. j m.... T......... r< STA 4 86.27
- _..... y ......
sly, C! 0.... _.... O _ ..� ��I�
PROPOSED MH BSE 0725 2.
RIM EL -583.61 =::..:.
- � ° CONTRACTOR SHALL INSTALL MANHOLE AND PROVIDE ONE (1) FULL LENGTH OF 8 DIP
94 Ct ;:...... __ ........v _ m. 4a
INV 577.4 4 DIA STD (DOGHOUSE) MH PROPOSED MH BSE 0007 { p _...w O- _ ° ...,,_. ;; ••• AT A MINIMUM SLOPE OF .40% AND PLUG END WITH A MECHANICAL RESTRAINED JOINT
o� PROPOSED MH m 41� TOF 577. a._,M. 4 82 00 06 LT
B 200 G `I
STA 1+85.88 tNV IN 574 4 DIA STD MH PLUG FOR FUTURE SEWER EXTENSION.
....:.
1.BSE 0009 1
0
5
t I� )�
CONN : CT 6 TCP -I RIM EL=578.11 INV OUT57s.7;STA 2+10.73 SEE NOTE 2
�'TO PROPOSED MH ��':, 4' DIA STD MH Z ( °
4-180 00 =STA4+22.93 �:�. , m� - :.
STA 0+73.08 C I# - x 3. 5 RCP BEFORE EXCAVATING FOR
::PIPE PLUG TYP RIM EL=579.57 -I C NNECT 8" VCP �`� -� RIM EL=578.04 _.1.�= SEWER BETWEEN PROP MH BSE 0006 AND BSE 0009.
1._ � ° GLOV NI S..I ..RENT HOUSE LLQ; SENT f HOUSE LLC / qtr 1,
..:.
TO ROP®SE--R3�
0-180°0'0° to I - -' �......
1.
PROPOSED MH I _ , -5 0. 9' ; s t t �� all I I 4. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN (OR NOT SHOWN)
:. BSE 0006 �0 M NEE RI A I HRIS S '� ER I :' I....I .0
�.
1.
6
:.
ARE ACTIVE BY INSPECTION VIA CCTV BEFORE ORDERING MATERIALS FOR
R G 35mm R 1 3 G 5-8
4' DIA STD MH m I m �� SHALL BE MADE AS THIS WORK IS
..:...
M I O �I ILOVE�I S 5 `" RECONNECTION. NO SEPARATE PAYMENT
TANYARD BRANC SEINER REALIGNMN
STA 0+24.62 I �� I �� I € I �� �. INCIDENTAL TO SEWER INSTALLATION.
RIM EL=579.59 I I N t° 070 950 t t° DB 1370 IDG 1 ; , E 1 `gin -40' � .:..,
' SCAL
4=14°14'43" LT I EXISTING MH BSE 0021 ��� I� - = 5. CONTRACTOR SHALL REINSTATE ACTIVE SERVICES AND PLACE CLEANOUT IN VALVE
2 BOX AT RIGHT-OF-WAY AND PLUG. ADDITIONAL CLEANOUTS SHALL BE PLACED PER
PREVAILING PLUMBING CODE.
6. SANITARY SERVICES FOR THE PARCELS INDICATED WITH AN 'S' WERE NOT IDENTIFIED
w DURING CCTV INSPECTION BY OWNER, CONTRACTOR SHALL BE PREPARED TO
596 > RECONNECT THESE SERVICES DURING THE LINING AND OR REPLACEMENT OF THE
U EXISTING MAINS. RECONNECTION OF THESE SERVICES SHALL BE AT PREVAILING UNIT
. . o LO o °� PRICES AND HAVE BEEN INCLUDED IN ESTIMATED BID QUANTITIES.
CD o .�
CD > o > w No w w = < 7. CONTRACTOR SHALL INSTALL SERVICES BETWEEN PROPOSED MH BSE 0009 AND BSE
O U) O : m .� w � m m �. w �.. 0234 AND PLACE CLEANOUT IN VALVE BOX AT RIGHT-OF-WAY. CONNECTION OF THESE
592 . . . . . . . . . . . . . . . . . . . . .m. . 66 . w . . m . 11J W . . . . . . . . . . . . . . . . . . . . . ._. . W .W. . . � z cn � . . . . . . . . . . . . 1Z z U ao
. . 2_2 L.0 CD d- 2_2 . �jNN.C,j . p2Q.OMO°°0O?O?
p2Qr-C) 00M' -n' -n r- . Wp�.U�Nr-MM LO .
Co(O Q O r- M M Lo U)� LL O N S .O (O 11
U) -LL � ��-LL � 11 0Up.0 +��.�� ?
. . O U p+ CN J 11 � O� p t J II II .� W Q .J N Q W .z z O
0 Q� O W Z O d Q O W z z .O LO 0 U 0�� 2» > .
MO a �p���>> �pU)�2>>> [ 0- ;t
588 . . . . : . . . . . . . .o: .w . . 1Z�§cnE�.z 1i�§0)-EzZ_z. . . . . . . . . . . .o. . . . . . . . . . . . . . . . . . . . . . . . . . . .
> w
_ �
.
5 z N z _ UJ W
- -.,-n 2
M `. � 0 _
C9
o �-.� o . SERVICES
SHALL BE AT PREVAILING UNIT PRICES.
720 Corporate Drive
= w w -
p 2 Q 0 N
2 >
r- r-. p < O
11J p U
oo � M �
ao p H H
w<
.": O N N ,�
N O U�[_ r- LO
II
.
PROFESSIONAL SEAL
W p< U
. M���.II
co ~LLp II
(nom pM
OU)0-
M 2 r II W
II � H
+ J II D OLL
dQQ(OQ_j
I` O W LO r- r-
(O+ II H
+OO J II II
H .
W
0 N
Q-Q0J+WZZ
00ac�0"'Wz
0
wzz 0
D
Opu)OQ�».>W;t§
a- H
n�Ezz
d >
0-;t
U)u ��zzz 100 YR FLOOD
- p
O W
O
_
��§��wzK
z .�.
.U. - .-.
REMOVE AND.
(CALCULATED) Q y 58$
. . .
6.04. O 2Q .
604
.
O
LL I
w I
Ir
w
,
O . Q
w w O
Z
. w. O U EL=587.40 .-. W T ry W . .
REPLACE CONC
_ . w � � � _ � w - U O .19t 11 SIDEWALK -1 j / m a � >0 ° (°
w p a' n W L6 Lo � 100' YR FLOOD �- - i . __ / p f_ U a' rn n' �, .
584 . . . . . . . . . . . . . U � . W °O � � j. � . . . . . . . . . . . . . . . . . . O. U) p .0. J .�. 11.Lr, . /. - . . . . .� . . . . . . . . . . . � . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . w Q w13� o M. 11 11 . . . . .
CALCULATED - _ 584 600 cn � w � w 600
. O U) p+_j 11 D w Q� J W z 0 EXISTING GRADE ALONG 0 ( ) 0 x.11 �
. WO Q Q w ? 0 00 - cO O - - EL=583.50' . EXIST REMOVE PtPID J _ - . � Q z .
p U Q > > PROPOSED SAN SEWER r
w- �.w�0
d U - EXISTING GRADE d 0 U Q>_
~ z z z z / _ AS LINE REPLACE CONC . - p U �. w >
--B9RING B-18 CURB &GUTTER;
. __. (ROCK) . SEE DETAIL ALONG PROPOSED
580 . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . ELEV=578.90. . . . . . . . . . . . . . . . . . . . . . . . . . . . 580----596 . . . . . . . SAN SEWER . . . . . . . . . . . . . . . 596
. . � . .EXIST 6" . .EXIST 6" . .
. - � ` - _ _ _ . I- � � . . BORING.B-17 WATER LI E WATER LINE
. '_ __ -______ (ROCK) .
- - - _ _ _ _ _ _ _ _ - - - ELEV=577.50 BORING B-19
EXIST 15"'CMP T , (ROCK) 0 100 YR FLOOD Q
EXIST6 {� ELEV=577.30. 237 0. BORING B-70 (CALCULATED) .
576 . . . „ EXIST . . . . . . . OF POSED 11.2.8 LF. . - . . . . . . -. . . . . . . . `I -.OF V, D\P. (ROCK) . .576 592 EL=593.70' . . . . . . 592
WATER LINE 15. RCP @ . BORING B-16 . OSED A23 80 ELEV=575:00
(ROCK) PROP /
. .ELEV=572.50 . � . .
. .EXIST 241 RCP ' . - -_
1 'PROPOSED 24.62 LF 1
. . OF8"D.IP@0.40.% .
BORING B-82 BORING B-8 g DIP - ''
572 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---. .
(RNE) (P�) . I . N z . ROPOSED. 275.54 LF OF 1, 1.3�. 572 � 5$8- 588
PROPOSED 48.46 LF . ELEV-570.50 P PROPOSED 47.60 LF OF 8" DIP:@ 0.46%
. OF 8" DIP @ 1.40% . ELEV=570.00 . .'-.� ORI .
;j ��
(RNE)
f.•% i/ ELEV=568.00
100 YR FLOOD
568 (ca�cuLaTE�) ...... / 56.8. 5.84... ... 2.79°/0 584
BORING B-83 EL=572.20 I. I BORING B-15 ' $,� D\P.
(RNE) BORING B-13. (PWR) g A2\ -F
__ . . ELEV. . BORING B-12 (PWR) ELEV=570.00 . .
28 . . . DRAFT
PROPOSED 24.85 LF (RNE). ELEV-569.00 PROPOSE
OF 8" DIP @ 0.40% ELEV=568.00 SCALE- HOR 1 "=40'; VERT 1 "=4' SCALE- HOR 1 "=40'; VERT 1 "=4'
564 580
co LO O O N � - O O M M O � - O LO - M O O 1- N O CD � M � M O r- - O
co Lq N O co O N O O O N LO O 1- . LO M O 1- LO O M r- O co O N M . N 1- N
O O Oco M M M I- 1- M co 00 co O O CD _ _ N co . � N N M � L6 O 1� I co M O �
LO LO LO LO LO LO LO LO LO 1 -LO
1- r- LO r- r- r- LO co co co LO co co co LO co co co L M M M LO M M M LO O
LO
0+00 1+00 2+00 3+00 4+00 I 5+00 6+00 7+00 8+00 9+00 10+00
A I B I C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD COLLEGE EARLY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
Vx
community infrastructure consultants
Transportation -I- Water Resources
Urban Development -I- Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. LICENSE NO, F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2"= FULL SCALE
1 " = HALF SCALE I`
el iLi
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EL aIL2
PROJ. DATE: April 2013
Q.C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
1 3_
PROJ. NO.:
2011011500RA

A I B I C
00
pc
qsF Fo
/
EXIST SERVICE
LATERAL, TYP
GO
Q7
m:
PROPOSED MH BSE 0289
3.. N mm
N F
ROGER DEAN
CHERRY ST. a
_;. # r , .t O �x—korci�.ry /1—�.����. .��.�.�, UUKt/F'KUGKt55 tNtKGY HNtHU Ur UUN51 htUU I IUN.
��
PROPOSED TO BE REMOVED 1ST PERM ESMT, TYP
,w CONTRACTOR SHALL USE ALLOWANCE FOR REIMBURSEMEN
..
MH BSE 0325 T�'2 t) t PROPOSED MH BSE 0707. /R ( m�
�.T1 }. .CONNECT 6" TCP fi._ Cp0
4 DIA FLAT TOP MHS, T p
2. SANITARY SERVICES TOPROPOSED MH .....T1.1
l 4 . STA 1+42.66 + ( WERE NOT IDENTIFIED, CONTRATHE CTOR SHACELS LL BETPREPAREDED WITH N
UTOR� t, ,:; f s I N 3� 42
> R/ ;' .)RIM EL=627.30 �� ( RECONNECT THESE SERVICES DURING THE LINING AND OR
oo; E3(00. t� 4=32°53'46"LT ......MS Lx
x 1 REPLACEMENT OF THE EXISTING MAINS. RECONNECTION OF
TEMPORARY INLET w}.. 613 �NG E. ::... �
LYL �.
;_ REMOVE & REPLACE ��� I THESE SERVICES SHALL BEAT PREVAILING UNIT PRICES.
PROTECTION, TYP �a ( MAUL GAR � � � v
CONC C&G AND
SIDEWALK, EA SIDE
7
S ( 3. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
t REMOVE & N 842239 61 € R` ( I SHOWN (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA C(
REPLACE 14.2 SY p
BEFORE ORDERING MATERIALS FOR RECONNECTION. NO
TRAVIS JACK
EXIST ASPHALT,) ��` D SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
R NG CHERRY ST 1440
PAVEMENT TANYARD BRANCH SEWER REALIGNMENT � � 1 INCIDENTAL TO SEWER INSTALLATION.
PIN 018424240 SCALE:1"-40'
2
644 644
p
W
�z
_ W W o
640 0 ... . o .L,. ....... 640
M CV N N.
......... ......... ......... ......... ......... ......... ........
u10Q'Uco�NN .11
U)
� 0 0 + J 11 11 D
. m�U) >>
'6UEzz z
W
CID
0.:. N ..�Q....:...
636 .........:.........:.........:.........:...... Q... ........................... ....o ......:......... :......... :......... :......... :......... :......... :......... :......... :......... :......................................................................................................... 636
W = � w w = � EXISTING GRADE ALONG CONTRACTOR SHALL VERIFY
U) w > U w 100 YR FLOOD MANHOLE RIM ELEVATION TO
_ = o m O PROPOSED SAN SEWER .(CALCULATED)
o U :cc="" T = U �- z M ENSURE A FLUSH TO :
(0 2 LD Y rn 6 O LD EL=635.0
C) W 0 U U� r- LO :� — PAVEMENT INSTALLATION /
o W Q� O N II W Q' .. N 00 M CO ^ I
Q Q' (n J W J N: (O Q W o (fl 04 .I1
632 "' _ W .11 uY J J r- 11 (O c0 .-.-.-:-.-.—. /
. ............................... o.:..Q. c� +. �1.11...:............................p .11.E + J F,..,,. ..................... /..:....... �.......� ...�......:.........:..... I...:........ 632
m�ti> W �Q�Q�W?O aQQ Nwzzp �� /.....I...
Yo�I 1�� N 0- ;t 06U):a - a���U�zz z � _
(,� EXIST MH BSE 0316
Q UO N N co REMOVE AND — -'
w J W J O i (O II J l-- i EXIST (BRICK)
y �®
LL o + 1r REPLACE CONC
O � +o J 11 11 100 YR FLOOD — - GAS LINE TO BE REMOVED �� ®®: g" TCP
Q Q Q W w z z o CURB & GUTTER _
628 ........D a U QF- _ >.>.>. .................................................................:.......(CALCULATED)....is�....... .........:.........:... ---` `�.�-.--:"....... .........:......... .........:........
13�_ cn U - z z z AND SIDEWALK, EL=628.50' T 628
LL;�06U11 `.�--- 18 EXIST2
EXfS "RCP
SEE DETAIL — — WATER LINE _
— — — — EXISTING GRADE ALONG _
CENTERLINE OF DITCH
(SHOWN FOR CLARITY)
186.6 LF 8': PVC $„ TCP ® fi
624 — — , — — :...............:.........:.........:.........:.........:.........:.........:.........:........ 624
:......... REMOVE AND . . .:.........:...... TO: BE GROUTED.. ..:.... _ �-
i :... �. -� - l
-100:YR FLOOD r-
REPLACE:CON BORING B-26: �:'--j �� u
(CALCULATED) CURB & GUTT - BORING B-28 0
T EL=623.0' SEE DETAIL (ROCK) (PWR) DIP 2.00 �o
1 EXI ELEV=620.00 : -- "' j LF OF
WATER LINE
ELEV=619.50: SED 274.99 275.0 LF:8 TCP
PROpO: TO BE REMOVED:
620 EXIST ............... ....... .................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.............................:....... .
--- . --
.I ...WATER LINE i.. A �- ... �. �.
._— , 620
2.00% r
89 OF $,, DIP BORING B-27
AOR NI G B-24: OPOEp 128 LF (RNE)
616 ....... (P.WR) .................. : PR .........................: ...ELEV=615.00...................................................................................................................................................................................................... 616
ELEV=613. 2 p0%:
6 LF .OF g" DIP1,
DPOSED 42 6 BORING B-25
.. (RINE) SCALE- HOR 1 "=40'; VERT 1"=4'
612 ELEV=615.00 612
I� M o 00 (O r— M 00 00 (O 00— r— CD (O M o 00 N 0) N N 0) N
N M 7 0) M M LQ LQ 0)M (O o M M 7 M 7 N N
co N N N N LO LO LO LO LO L 0 M o M M
N N N N N N N N N N j M co M M(0 N N (0 N N M co co co (0 co co co (0 M
0+00 1+00 2+00 3+00 I 4+00 5+00 6+00 7+00 8+00
A I B I C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD COLLEGE EARLY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
3
–2
1
el
community infrastructure consultants
Transportation -I- Water Resources
Urban Development -I- Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(t) 919.782.9672
www.w ic son.com
NC. LICENSE NO, F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" FULL SCALE
1 " = HALF SCALE I`
li.i
co
0 N
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0
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
14
PROJ. NO.:
2011011500RA

3
2
1
0
EXIST MH BSE 0308
(BRICK) 151 GREENWOOD S
TO BE REMOVED F r) D ,..; i
N
LEAKSVII 1E
PEN ( ESA(
147 GREENWOOD ST
PROPOSED MH BSE 0282
4' DIA FLAT TOP MH
STA 11 +34.85
RIM EL=641.14
SCALE -1"=40'
PROPOSED MH BSE 0075
4' DIA FLAT TOP MH
STA 13+70.78
RIM EL=645.99
A=41"14'41 " LT
C
1 NOTES.
CIO
N % W
/ co 2
1W
J'i
1 3
Co
} 1 PROPOSED MH BSE 0073
4' DIA FLAT TOP MH
1 STA 60+88.35
j )BRIM EL=648.05 4
CO A=180°00'00"
CONNECT 8" PVC 5
TO PROPOSED MH
1
t PROPOSED MH
BSE 0266
4' DIA STD MH
STA 14+85.68
RIM EL=648.50
CONTRACTOR SHALL NOT REMOVE OR DIST URB
EXISTING STORM DRAIN PIPES, FENCES,
STRUCTURES, ETC., OUTSIDE THE LIMIT OF
DISTURBANCE, UNLESS DIRECTED BY CITY OF EDEN
OR ENGINEER.
CONTRACTOR SHALL CONFIRM LOCATION,
ELEVATION, SIZE AND MATERIAL OF EXISTING
UTILITIES PRIOR TO EXCAVATION FOR SEWER MAIN
REPLACEMENT AND REALIGNMENT.
THE CONTRACTOR SHALL COORDINATE THE
SUPPORT OF EXISTING POWER POLE, LIGHT POLE
AND TEMPORARY GUY WIRE REMOVAL &
REPLACEMENT (IF NECESSARY) WITH
DUKE/PROGRESS BEFORE EXCAVATING NEAR
THESE UTILITIES. CONTRACTOR SHALL USE
ALLOWANCE TO PAY FOR COST OF DUKE/PROGRESS
SUPPORT AND/OR BRACING.
CONTRACTOR SHALL FILL PIPE WITH FLOWABLE FILL
BETWEEN EXISTING MH BSE 0308 AND BSE 0282.
CONTRACTOR SHALL VERIFY EXISTING SERVICE
LATERALS SHOWN (OR NOT SHOWN) ARE ACTIVE BY
INSPECTION VIA CCTV BEFORE ORDERING
MATERIALS FOR RECONNECTION. NO SEPARATE
PAYMENT SHALL BE MADE AS THIS WORK IS
INCIDENTAL TO SEWER INSTALLATION.
5. CONTRACTOR SHALL REINSTATE ACTIVE SERVICES
A=92°21'04" LT
AND PLACE CLEANOUT IN VALVE BOX AT
REROUTE RIGHT-OF-WAY AND PLUG.
EXISTING SERVICE
TO PROPOSED MH
REMOVE &
REPLACE 57.3 SY
EXIST ASPHALT
PAVEMENT
8" PVC TO BE
ABANDONED
EXIST MH BSE 0266
TO BE ABANDONED
N/F
ENGLS.... ROBERT S
1422 PG 838
PIN 707014323960
t.
04w
656 O > _ 656
W: o � CD06U
CD
O U)2LL. > m� >' Tom' 00O00 °oCn N
W and~O � 2W20: 0. 00zp Q'��N(fl�
U
652 _. w.l,�.,d:.............................................................................. ......... ......... ......... ......... ......... ......... ......... ..o.��:U..:.�;..........:w.�. y 00 �:�..�.......�. I-.�.wz 652
_ (o Ln �. O � o o W Q O. o co � II .0 .0 .. ......... ......... ....... .
0�<0r-'000 M �JUJ.O�O� II :U) _j W J:+ II O �D�Q�>> >
Q �MN� (O LLQ: + II :OLL� � J II Q' �-
Wo�U w Q.� WQQ�:�WZ d4
M p M M II N O M J II. > 0 Z Z Z
U) C) II (fl (O O' N W Q Q� W'G O 0->Q:Q O ��-- -
O p J+ J li II O Q EXISTING GRADE ALONG: O p Q 0 U. >>
WQ� MwZZO o: W �� a - �U~2>> d� 'u-)-
0
yo 0��»> w: U) U_w PROPOSED SAN SEWER w�°tscnE�°ts�_-
d;t§06 n�zz Z m =OHO z o
648 °O ......... ......... ......... ......... ................... ... z.0 ...........:.. .�. .o ..... ......... ......... ......... ......... ......... ...EXIST MH BSE 0074 ..... ......... ......... ......... 648
O CONTRACTOR 0: Q O N aoi N(0 M W< U� C)R W (PRECAST)
M W Q O M o M II TO BE REMOVED 1
cWn : SHALL VERIFY. W.0 W U 0 M M 0 U J+ II CONTRACTOR SHALL
m U:� LL p+ II o o O Q J it EXISTING:GRADE ALONG
_ z °0 RIM ELEVATION 0:Q D I j z z O a Q Q W z O TANYARD BRANCH _-- VERIFY RIM ELEVATION
= w w : e rn TO ENSURE A 0:- �p O Q -- Q U 2 z z CENTERLINE - TO ENSURE A FLUSH TO
� � 2 > co. � M � � � U � � » > w � °� U � - - � � � PAVEMENT INSTALLATION
644 0....Q.O. M.�. o .. ......... ......... ...FLUSH TO..... ....... 1L:� .06 U) �.? .? ........ ......... ... ..... ......... ......... ......... ......... �.y....... EXIST MH BSE 0075:...... ......... ... ......... ......... ......... ........ 644
cwn o ISL p M: M PAVEMENT _ -
0 U) 0 J +: J II F _ (PRECAST)
INSTALLATION :
w Q O °0. w Z 0 _ - ` - TO BE REMOVED : -- _op
pVC
O-cn Q:
_7
0 U) U�:2 Z Z REMOVE AND
w u): - - REPLACE CONC i - PROPOSED 20.42 LF
1.00 YR FLOOD CURB & GUTTER, E��JST
OF 8:' DIP @ 0:40%
640 ...... ........................................................................... 640
(CALCULATED) SEE QETAIL _ - - -:- - °
1.73/°
EL=639.5: 92 LF OF $ D 34.9 LF 8" PVC
EXIST 24" MPPROPOSE 235• TO BE REMOVED
EXIST 24" RCP RCP
PROPOSED 34.87 LF OF 8" DIP @ 3.38% (•,�
W.
EXIST :..o-�EXIST... .....:........... ...............................................................................................................:.........: o... .:.......................................:....... .
636 :... �.�,.. ...... :......... .........:.... AS E AS LIN ..... �.O.I .... Q 636
G E �
G LIN ®LI: 233.1 LF 8' PVC U) 2 U_
EXIST 6" _ - '' . _ -- ` TO BE REMOVED 00 w ~ O z
2 2
WATER LINE 0 Y o o ni
p�HUNco`0 -4
_- W LnC14 XD
........:.........:.:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:........ _j FW-. .
632 .®. �. 2 -34 O Q �. w z �........:......... .........:........ 632
BORING B
-"" PROPOSED 64.99 LF BORINGB=3 (per) O� o \ U > >
® (PWR) ELEV=633.70 w ; .6 U ? :z
OF 8" DIP:@ 0.40%: BORING B-3:1 ELEV=632:50
EXIST MH BSE 0308 PROPOSED 89.61 LF
(BRICK) (RNE) !, OF 8" DIP @:2.00%
ELEV=633.00
628 ..... .........:....TO BE REMOVED .... ......... ......... ................... ...... .... ...:.........:......... ........................................ ................... .........:......... .........:......... ................... ......... :................... :......... .................. 628
BORING B-33
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. (RNE) SCALE- HOR 1"=40'- VERT 1 "=4'
ELEV=627.50 OF 8" DIP @ 1.21%
624 624
N LO O M O O co CD N co O � M
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A I B I c
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD COLLEGE EARLY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
3
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)DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(t) 919.782.9672
www.wkdickson.com
NC. LICENSE NO, F-0374
PROFESSIONAL SEAL
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DRAWING NUMBER:
15
PROJ. NO.:
2011011500RA

Map
COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TANYARD COLLEGE EARLY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
WDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
A
(v) 919.782.0495
(t) 919.782.9672
www.wkdickson.com
C
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404 EARLY AVE CHURCH
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h V <v y� �k ., PROPOSED MH BSE 0706 t
v � � O / S. � 4' DIA FLAT TOP MH � � RIM EL=624.68
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REQUIRED
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EARLY
AVE SEWER REALIGNMENT
CHERRY STREET SEWER REALIGNMENT
SCALE -1"=40'
SCALE -1"=40'
2
2
NOTES:
624
624
1. CONTRACTOR SHALL PERFORM ABANDONMENT UNDER DRY
640
640
z M w
FLOW CONDITIONS IN STREAM VIA COFFER DAM AND PUMP
> O >
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Lo 0 U C)
z_
_
AND CAP OR PLUG ENDS. CONTRACTOR SHALL REPAIR
Q m Q 06 :z O
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STREAM BANK AND STABILIZE TO EXISTING CONDITION OR
w T. w M:o o
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620
.................. .............................
................ 0 0 W
.Q > .......................
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BETTER. SEE STABILIZATION TABLE DWG NO. 36.
636
m. .w > w ...:.........:.........:.........:.........:...... 0 Q :N. CO.(O .
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636
w 00
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2. CONTRACTOR SHALL REMOVE ALL EXPOSED PIPE AND CAP
_ _ C=, �� :(0(
M
Y N nj : O U 0 + � :11 II
rn ..N� WQ�NwZZ O
W M
O
OR PLUG ENDS WITHOUT CROSSING STREAM. CONTRACTOR
0 H
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2�5W
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SHALL REPAIR STREAM BANK AND STABILIZE TO EXISTING
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w 0�� CD 11M
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CONDITION OR BETTER.
0- Q�� O w� z 0 0 � _ w
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616
0 0 J.11 II
Q W z. z .� .. ........
616
3. CONTRACTOR MAY TEMPORARILY RECONNECT EXISTING
632
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CONVENIENCE.
rn
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4. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
W_�w JwO�o� j

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TAYLOR MOIR REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!Vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
T i JmIv
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SERVICE INC AME WESLEY
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PROD. DATE: April 2013
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Q.C. DATE: ----
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PIN 70701840659 (
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EDWARD
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(OUTSIDE
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"� CONTRACTOR TO INSTALL PROPOSED
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PROPOSED MH BSE 0703 0 �t _ PROPOSED
I MANHOLE TO REPLACE FLUSH TANK
DB 911 PG 7424'
DIA FLAT TOP MHiR -( 122.3 LF OF r I
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MANHOLE. RIM ELEV SHALL MATCH
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STA0+00.00 _ B .,,- gM� 10AK �� c -� .•
N _... ....... . „...:.......
„„„„ EL _UImmI L AL�IR S
I I
N
EXISTING ASPHALT ELEVATION
- I �� NF (CONFIRM STACKING HEIGHT PRIOR TO
=STA 6+67.23 1� rR�� EXISTING MH BSE 0002;:
TANYARD BR \ 286.1 LF 8" TCP
(:.
TAYLOR 621 TAYLOR S ��
N
o N:�
OC.3r
I L
_ _
ORDERING MATERIALS FOR MANHOLE)
SHROPSHIRE
ADAMS
REALIGNMENT) \ TO BE REMOVED' -
j 1
LAB I a ��
W
v1 O,O
mPROPERTIES
L
LLC
RIM EL=584.00 18' E C UEIE E
1 1 `s I
PIN 707018409798 PIN 70701 � ��
= z
N R E S
r GREENWOOD.....
: 3
TAYLOR
REMOVE &830 G NO. 13
REPLACE IPE REPLACEME Am Nf� G 2005
0
o
I
I
I� EIS ST
_
CLOTHESLINE PIN�� TA
LOR STREET SEWER REPLACEMENT AND REALIGNMENT
LL
v
I
L LPIN
IN707018406436441
E 1 �� 0 PIG 83
. ..::...... .......
I}.....�
�O
....... ......
707018404487
..... ..:..
2
2
NOTES:
1. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED MH BSE
604
0593 AND BSE 0716 AND PLACE CLEANOUT AT RIGHT-OF-WAY. SANITARY
616
PRIOR TO ORDERING
SERVICES FOR THE PARCELS INDICATED WITH AN 'S' WERE NOT IDENTIFIED
C)
MATERIALS CONTRACTOR DURING CCTV INSPECTION BY OWNER, CONTRACTOR SHALL BE PREPARED TO
0 0
o
SHALL VERIFY -ALL MANHOLE RECONNECT THESE SERVICES DURING THE LINING AND OR REPLACEMENT OF
w U
w
RIM ELEVATIONS IN TAYLOR THE EXISTING MAINS. RECONNECTION OF THESE SERVICES SHALL BE AT
O
-,
m 06
U) ?
ST TO ENSURE A FLUSH TO PREVAILING UNIT PRICES AND HAVE BEEN INCLUDED IN ESTIMATED BID
cwn
�. w
w °�°
_ T_
600
N . .(n. M .
O w _ w W C=1 `- N 600
cd > �M O
. . . . . .
612 PAVEMENT' INSTALLATION QUANTITIES.
. . m .
_ W W
.
cn cn z
0 0.�.�.��
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. .
p .Q -4 M
W D��pUn
612
�_� W. 0 0 � 0 L� p Co
U) LL U�wO�� °
2. THREE SERVICES WERE IDENTIFIED DURING CCTV INSPECTION. PARCEL PIN
0'2 Q O M-
o
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M O:'0 �
(0rnrnrn n
0 U) 0+ _j
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..
w 0 . U_ �,� O D J + _j II
0
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rn
707018406591 & 707018406525 APPEAR TO BE VACANT AND THEREFORE SERVICES
U 0 (.
+ II LO LO
O p Q >
O C7Y �j°o°o O0(nOQWz
-.0
O
MAY NOT NEED TO BE RECONNECTED. CONTRACTOR SHALL CCTV INSPECT
�Q� coQ
U) OU
WZZZ 0
�� U
U z
596
o U N �: a � z z
O II 596 -
-608 w
THESE SERVICES TO CONFIRM THEIR STATUS AND SHARE FINDINGS WITH
OWNER/ENGINEER SO A FIELD DECISION CAN BE MADE ABOUT RECONNECTION.
0 Ei
'S 0 .0
> > > >
z z z Z
. . . . . . . . . . . . . . . . . . . . . . . . . . .
608
U J W �,
LL , M II �. 1
0 II II /
m
= � . S N
w t
II
Q .+ _j . D REMOVE AND
M w Q O w Z z 0 /
O w O p U.Q REPLACE CONC /
w w rn " �?
_ 2 N
Q 2 Q >O � a;
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN (OR NOT
EXISTING GRADE ALONG
-
> > > /
o .2 .. 11�- - z z z /
Q w °ts.cn _ _ _ CURB &GUTTER
/
w D U N LO
w w �i �n rn II .
SHOWN) ARE ACTIVE BY INSPECTION VIA CCTV BEFORE ORDERING MATERIALS
EXIST MH BSE 0301 PROPOSED SAN SEWER
_
_ w AND SIDEWALK /
UM)
O U 0 + �'
FOR RECONNECTION. NO SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
(BRICK)
592
0 2 :LL O J Z °o SEE NOTE 2i /
_ _. U . Q � S o . �. 592.
0- Q � N W Z
O_ U 0 Q O
6.04. . . .>,. .�. > > .
INCIDENTAL TO SEWER INSTALLATION.
TO BE REMOVED - -
_ - - -.- -.- . . . .
604
MIA o
Co Co
o U 00 cy cy cy /
4. CONTRACTOR SHALL LAY PIPE SO NO JOINTS ARE UNDER THE LIMITS OF THE - - -
_
w O 00 ( LO r r- / /
cn � w _EXIST
MH BSE 0593 BOTTOM OF STREAM.
Q Q C+ (0
wz z 0
(BRICK) _--__---- EXIST
O p U Q F- Q 2 > > > /
1U)
TO BE REMOVED - - - - - - GAS LINE
EXIST 6".
588
06
588
600 . . . . . . . . . . . . . . _._ _
.. .
WATER LINE.
600
��
EXIST
_ ,
I
PROPOSED 277.0 LF 8" QIP@ 0.40%
O1
GAS LINE
SEXIST
584
�qf•
. . . . . . . . . . . _ �. . . . . . . . . . . . . . .OF�F;� . . . . . . 584
�G(AS LINE
EX18T 6"
696 . . . . . . . . . . WATER LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..96 .° .
. . . .
. . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
596
6.7 LF 8 DIP 0
PROP SE
SEE NOTE 4
1
580
....... .\\ ................ 580----592......
....................................................................................................................................................
592
PROPOSED 60.3 LF 8" DIP@ 2.74%
,
576
............ ................................576.x;`588.....
PROPOSED...........................................................................................................................................
588
175.9 LF OF
PROPOSED 36.3 LF 8" DIP@ 0.40%
8" IN SITU LINING
DRAFT
SCALE: HOR 1"=40" VERT 1"=4'
SCALE: HOR 1"=40" VERT 1"=4'
572
584
O
17
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0+00 1+00 2+00 3+00
4+00 5+00 6+00
7+00
8+00 9+00 10+00
A I
B
I
c
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TAYLOR MOIR REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!Vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0- 40 80
2 FULL SCALE
1 " = HALF SCALE I`
I.-_ co
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
18
PROJ. NO.:
2011011500RA

A
el
!ODICKSON
<Z
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Transportation + Water Resources
rig
:.. f� 1111. 1111.
720 Corporate Drive
3+00
NF
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
NS PROPERTIES
FULL SCALE: V=40
40
0 40 80
2" = FULL SCALE
1 " = HALF SCALE I`
co
0 N
O
TAYLOR S
z
CONTRACTOR TO
DB 1386 PG 2309
REMOVE FLUSH TANK MHPIN
H 7 18408636
z
AND APPURTENANCES.
,
CONTRACTOR TO INSTALL PROPOSED
REMOVE WATER SUPPLY
IPE REPLACEMENT
MANHOLE TO REPLACE FLUSH TANK
AND GAP AT WATER MAINLAN
O O
& PROFILE I
MH. CONTRACTOR SHALL VERIFY
POINT REPAIR
W
SURFACE ELEV'BEFORE ORDERING
W W
U
(REPAIR INTRA
MATERIALS (RIM ELEVATION SHALL
CONNECT 8" TCP
SERVICE LA
CONNECT 8" TCP
MATCH EXISTING ASPHALT ELEV)
TO PROPOSED MH
LU 0 W
TO PROPOSED MH
LUz w
ZC/) w z r Q 0 ,
>_ C) J U U
LL ~ Z U
H �
O W O= U U
........ ......... .... ..... .......
Q U~ T N N
z //~jj�� N T M
12
..
............................................... ... ...
........ ........ ... ......... ......... ......
PROD. DATE: April 2013
......... .........
!.J
3
DRAWING NUMBER:
\ 1111
19
.......
PROJ. NO.:
X 8" TCP UIR 0mE $„ Tc
---�s-----ss-----�s-----x ---- --s-----ss---�—sX----ss-----ss--- —s -----s —
., —
377.8 LF OF'�XIST TCP
0
8 C 2.93 /o SX
1111.. �...... .......� .......� �.......- ............ ..1111.....1111............ m� �................................. ,1111..
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4
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uta
oy
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2 Z
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NF
JUSTICE CD E
CS 969 PG 1842
PIN 707019500376
322.4 LF 8" TCP
TO BE REMOVED
TOP 602.03► j� j {MYRTLE m ,
SE NOTE 3 IMIM
I r
EXIST MH BSE 0301 EXISTING SERVICE
(RE -CONNECT), TY c ' m <
-(BRICK) m M r
JO BE REMOVED SEE NOTE 1 ZELOCATE WATER
N METER (AS NECESSARY)
TO INSTALL SERVICE
E LA ROSS, RAMON E
B 1268 PG 1437
PIN 70701840749
NF NF NF
SBATL REAL ESTATE ANIS PAMELA ANN BROADNAX,
HOLDINGS LLC .RE 951 PIS 1208 ANGELA MICHELLE
CE 1421 PG 711 PIN 70 018408312 RS 1321 PIS 550
PIN 707018407336PIN 70701840825
� t- DRIVE
.pt ......... .......... .......... ::. .......... ........ ....... ......... .........
1
MOIR STREET SEWER REPLACEMEt
SCALE. i "=40'
00
el
!ODICKSON
<Z
n, c�
Transportation + Water Resources
rig
:.. f� 1111. 1111.
720 Corporate Drive
3+00
148.9 SY
PERMANENT
PAVEMENT
PATCH
NOTES:
1. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED
MH BSE 0301 AND BSE 0078 AND PLACE CLEANOUT AT RIGHT-OF-WAY.
SANITARY SERVICES FOR THE PARCELS INDICATED WITH AN 'S' WERE
NOT IDENTIFIED DURING CCTV INSPECTION BY OWNER, CONTRACTOR
SHALL BE PREPARED TO RECONNECT THESE SERVICES DURING THE
LINING AND OR REPLACEMENT OF THE EXISTING MAINS.
RECONNECTION OF THESE SERVICES SHALL BE AT PREVAILING UNIT
PRICES AND HAVE BEEN INCLUDED IN ESTIMATED BID QUANTITIES.
2. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN (OR
NOT SHOWN) ARE ACTIVE BY INSPECTION VIA CCTV BEFORE ORDERING
MATERIALS FOR RECONNECTION. NO SEPARATE PAYMENT SHALL BE
MADE AS THIS WORK IS INCIDENTAL TO SEWER INSTALLATION.
3. THE CONTRACTOR SHALL COORDINATE THE SUPPORT OF EXISTING
POWER POLE AND TEMPORARY GUY WIRE REMOVAL & REPLACEMENT
(IF NECESSARY) WITH DUKE/PROGRESS ENERGY BEFORE EXCAVATING
NEAR THESE UTILITIES. CONTRACTOR SHALL USE ALLOWANCE TO PAY
FOR COST OF DUKE/PROGRESS SUPPORT AND/OR BRACING.
EXIST MH BSE 0078
(BRICK)
TO BE REMOVED
PROPOSED MH BSE 0078
4' DIA STD MH
STA 3+22.44
RIM EL=606.77
NF
ROBINSON THOMAS
PIN 707018409129
3
0
2 M 2
592
SCALE::HOR 1"7'40'- VERT 1"=4'
000 M � M Cq 04 M N N M � Iq
592
4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00
0
C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT TAYLOR MOIR REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" = FULL SCALE
1 " = HALF SCALE I`
co
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aIL2
PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
19
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
!OWK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
1.
1.
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.�
...... # ;
L B
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1.t
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EXISTING MH BSE 0345 I :::::.::. .
CHalN LINK E....
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/1111.::
I I O ti w w z
arr t-
I J W
1. t
Z W N I
- =
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,..:
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110
PROPOSED MH BSE 0562
I
/:✓
:Qi
I a� o co Z p
���� �Y
p Z
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j � s Y ..
S SS
----Ss---- x
Q
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883 PG 964
PIPE PLUG
kw
LINDSAY DRIVE -ss-� - - -ss- - - -�-SS-j___.
W Z
II +� cn
.. PIN 797906399821
p v p z
PIN 797906397780
REMOVE & SEE DETAIL,
I0 - N
(r(r O
o CO k
ham,..
`" o
PROPOSED MH
_.
249.8 SY
Q w
p O cn ,1.
Z 06
LLI Q � LLI H U 't T_ T_2
Ta't't
REPLACE TYP
N
o 0 N T M-
• • r T
�....� -_........v I ._ ........0 _
S-
.
C o -BSE
WATSONoEp
�: 0336
PERMANENT .
z ; 1"
. , I m
...,::.. x.........
EXIST MH BSE 0346 I ��I I
............ LANDSCAPING
REMOVE &
>-111
NOTES. t'
v j\' 4' DIA STD MH
. PIN 701y� �' `r STA 0+00.00
}
"�'.11
PAVEMENT
PATCH
m I�
.. I m
(BRICK)
TO BE REMOVED \�I
REPLACE 20 SY
�J
1. CONTRACTOR SHALL REINSTATE ALL SERVICES
Ym
`1.''.. #
w Y+ =STA 4+73.10
t;
.......
1111' I
v
- -
D 843 ISG 280
GRAVEL DRIVE
C7k I
BETWEEN PROPOSED MH BSE 0336 AND BSE 0346 AND
1. it".'
1.
1.1.1. o
E (MONROE ST)
I 8 TCP TO BE
SERVICE
_........• ; I m
..
I ,
PLACE CLEANOUT AT RIGHT-OF-WAY. CONTRACTOR TO
1.1.1.r
1.EXIST MH BSE 033
I RIM EL=585.02
_:
:I ::,.
I ABANDONED EXISTING
( E -CONNECT TYP
`< SEE NOTE 1
$;
I "'
I
D!
PIPE PLUG LAIN 9 � ����
SEE DETA, I 8" TCP TO BE
REROUTE TO 1 TORY
EXISTING SEWER IN FRAM BLDG.
PATRICK ST, PLUG F F'=6 6'66'
Cn I
� I I
'�7 I
LAB TOF VERIFY SERVICE IS ACTIVE BEFORE REINSTATING
P 616.6 CONNECTION. RECONNECTION OF THESE SERVICES
! lNAcc
11111- ....1111. (BRICKx
TO BE REMOVED ..:. ...„..
dr -,.I _ x .:. "1111
I
rn M
� a.
I �,A
TOP=589.0 ,. I
I I I
TYP ABANDONED
_
EXISTING 36"
NG SERVICE,
m I :.
m
SHALL BE AT PREVAILING UNIT PRICES.
6„ WATER,
1111' =. - -- w _ - I ASPHALT
- p.. 1111..: <[
{ a�:: fl...
-�--_
= D!
IN 585.33 O W C WOOD,. _ _ _ _
v c�P - -
OUT 585.1. U 591.59 / ,
SHED
„
SEE NOTE 2 ;, REE
�,
cn t
�k x I
SS-
- _ 2. CONTRACTOR SHALL RECONNECT SERVICE FROM 436
1111 _.... ....... .. . ,.......,.�. 1111, w.W... ,
m .m
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......... 1111.
.�.� % _ -
81 --
11,11.
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sl _
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_
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24 RCP !NV 58 8.2 ��
1 _ REMOVE & REPLACE
_. :"
15 RCP ! -
N 5 l..
1111..
_
1111. „
T E
...:... a
/ :
t •.1. r 8 E............
'1x...11..
.. I
_ I
PATRICK ST. AND PLACE CLEANOUT AT CITY OF EDEN
EASEMENT LINE. RECONNECTION OF THESE SERVICES
„
.•
.,,_.........-1111..
ER -63
[� z P
.. .. 't ... ,:.:........ � Fr.,{.
J -►..� � X k
_
\
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9 N
f ;; v�94.11 ±200 LF OF 4 WIRE
........
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11x1:.,. .. .::,�
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1
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c� y, Iit
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Itr -64 ! ! , _......
M�LZ:�4!RN]g:.
-
--_.. WOOD NV 59 FENCE OUTSIDE
w TR ,
:• [ ".
S SHALL BE AT PREVAILING UNIT PRICES. 3
STREET ; ,
-... x111 - -65 2„
TAYL + u,_ �. 1111.,
OR S`I"REET 0,6
R N...
k P .TAYLOR
x
:....vim. 66 SS,
_ - y ._/.
" ,j - _ �� CITY OF EDEN ESMT
-
:
/ �' '
`'
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_ ej. ,..
+
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� - - � ._x x �
s -
._.- S - -sem
NEADWAL'.}..
M1M1-..
_1111. .....
/. �
MY 1.
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE
LATERALS SHOWN OR NOT SHOWN ARE ACTIVE BY
( )
: (''� 11x1 1111 ....,....
V
V\\
111;1:::
_ .........0 n 1111.
1111.. ,..,...., :..y.. ...,...., i. t.�. J
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1111. ,.: C. r7 ` 3 ........... ...w.vv..:. J ».�,n.. ......... ...v._«. r' �, i
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MATERIALS CONTRACTOR
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MATERIALS CONTRACTOR: .
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SHALL .VERIFY THE MANHOLE
- -
SHALL VERIFY ALL: MANHOLE
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RIM ELEVATIONS IN HENRY
p
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
!OWK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
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PROJ. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
20
PROJ. NO.:
2011011500RA

/ N/F A I S \\ " CONNECT EXISTS I NOTES:
...
,y REMOVE 8" TCP TO
OSBORNE WILLIAM E
+55/ Q� \ G,o skw, REPLACE PROPOSED MH 1. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED
..
/ / 255 ��' s>` \ CONCRETE .... MH BSE 0347 AND BSE 0349 AND PLACE CLEANOUT AT RIGHT-OF-WAY.
AN 'S' WE
/ OLINDSAY�o�,�F S h \ DRIVEWAY
CONTRACTOR SHALL VERIFY LOCATION ANO
SANITARY SERVICES FOR THE PARCELS INDICATED WITH RE
C' �s�?y 'A 0 \ e` C ELEVATION OF EXISTING SEWER BEFORE F- NOT IDENTIFIED DURING CCTV INSPECTION BY OWNER, CONTRACTOR
PINXx +BOAZ IARRY ��` 2 ?9 / \ s EXCAVATING BEGINS OR SHALL BE PREPARED TO RECONNECT THESE SERVICES DURING THE
N F O y c5` S R THE BORE &JACK
x•29 PATRICK ST � � b � s � z � LINING AND OR REPLACEMENT OF THE EXISTING MAINS. RECONNECTION
ORS JANE " PROPOSED MH PROPOSED MH BSE 0351 z
' R +� OF THESE SERVICES SHALL BE AT PREVAILING UNIT PRICES AND HAVE
L � ' 362 I � 55BSE 0347 wl €
HAMILTON %4 DIA STD MH BEEN INCLUDED IN ESTIMATED BID QUANTITIES.
J
PIN 797906394607
TICKLE �I� „ �I
E \ STA 4 51.90 38 oAK I
PROPOSED MH BSE 0562 n 2. THE CONTRACTOR SHALL COORDINATE THE RELOCATION OF EXISTING
PROPOSED MH BSE 0714 PIN 797906392623\\ U
•. RIM EL -620.12 � � ��IL�"�� -" -t«
PIPE PLUG, I POWER POLE, AND GUY WIRE (IF NECESSARY) WITH DUKE/PROGRESS
„ 4' DIA FLAT TOP MH REMOVE s A=86'43'57"RT �'- I �
s ee� TYP 8 TCP TO BE 1�/]OVE &REPLACE s�� ENERGY BEFORE EXCAVATING NEAR THESE UTILITIES. CONTRACTOR
' e 1 _\ `':. 10'x10' BORE &JACK °o y
I -INV x22.37 SHALL USE ALLOWANCE TO PAY FOR COST OF DUKE/PROGRESS
e STA 1+78.01 +85 L OR AS N ESSARY REMOVE \ PIN 979 0 .. ..... cn
•O\ \ ABANDONED, - ( E )
\ RIM EL=611.69 4 CHgIN LINK E RECEIV G PIT AND GRAVE - :.
162.6 SY PLUG EA END CARPORT, , -- DR VE x� RELOCATION.
4=87°41'25" RT �`� o ;, GRA G "'ACTS .. L 36"IOAK I GF�AVEL DRIVE
....
PERMANENT r"
'A \ AND GROUT DA „ ; KCS 4 ca SEE NOTE 4
\ PAVEMENT FLOWABLE FILL ' 4. C7 0 3. CONTRACTOR SHALL PLACE A TEMPORARY BARRICADE FENCE
S'+ 5 ( V ) f4 O 4 e� ,,fit ,., INV 621.96
\ s 5 , PATCH ;. BETWEEN PATRICK ST AND S HAMILTON ST ALONG THE LOD BOUNDARY.
,d?. / ACTIVE SHORING I
tv REQUIRED „
\.c s SEE NOTE �,
eh.ve-,�.<,,,1,t1�e \4- -,:,-..... .�- ....-:..h,'�` C, �,``.: sy Cis / � ,� �_;.. 10 DOGWOOD...
..., ---. '..,.... FJ
¢, k PROPOSED 4. CITY OF EDEN WILL NEGOTIATE FOR PROPERTY OWNER TO REPLACE
f
_ EXISTING KIRKS I AN a
3..r MH BSE 0712 a� ": "., `ra o` k SERVICESHED OUTSIDE PERMANENT EASEMENT. CONTENTS WITHIN SHED SHALL
. BrRE
: r e O o �, ,. RECONNECT T:P V620.36
... � :... ,- ,f, ,�....... P1 w e, : :�: :•... ( ), �' I :--SIN BE VACATED BY PROPERTY OWNER.
o o.. e w. � o � e� �` , I� ���7��`ooDEN RA _
o ,
SE MOTE 1 .;:. :: « �
,
, $ S?.. �: s.. `te sssssssssssssssss::. sssssss:.: e �� "
,1 :. "a � ,. 10 DOGWOOD ::, ,�= GRAVEL DRiti'.E
/,: / f
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„ 5. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN OR
x „
15
x /J 12 REE E O
�.. x : ,,: � m � , f , tc � co � I
rk
s - - - x 12 TREE / 4 108.0 LF 8 TCP 7 DO
C¢ ss - - - - - - - - x o � v 619.92 NOT SHOWN ARE ACTIVE BY INSPECTION VIA CCTV BEFORE ORDERING
:;. .... Ire INV )
� « � t
- �- :. 1r1 TO BE REMOVED
P c� 7 DOGWOOD : ; - MATERIALS FOR RECONNECTION. NO SEPARATE PAYMENT SHALL BE
•' �:.':. MADE AS THIS WORK IS INCIDENTAL TO SEWER INSTALLATION.
. EXIST MH BSE 0349O. I 1
C>
e
f OR
O k0 ( IPE REPLACEMENT i
�3 s C c �` / 6. OPEN CUT EXCAVATION OF S HAMILTON ST (SR 1561) SHALL NOT BE
5p .� fi "�.. rc y �., ,° „ • TO BE REMOVED I:
{G C g 2! Ye 1 NOLIA
m , PERFORMED UNTIL RECEIPT OF APPROVED NCDOT ENCROACHMENT
4 O ...... _..... CONNECT EXIST <u' I I. it
25"OAS AGREEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING S
D s 4 /
er r b O G 1;.
, _ -!. �,� 8 TCP TO „ w u3 ;,
, re .a : 7 DOGW ,� • : ;, HAMILTON (SR 1561) SINCE THE SHEETING/SHORING IS A CRITICAL PART
F �p
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\ EXISTING MH BSE 0225
ENTRY PIT AND UTILITY E MT PERMANENT PROPOSED MH
PROPOSED MH \
' GRADING LIMITS PAVEMENT \ u CONN EXIST
fly BSE 0713 \+ REMOVE N 8 VCP O
5' DIA STD MH "'.. ss N/ SHED I PATCH \\ PROPOSED MH
STA 0+00.00 \I�L...'I ISI PROPOSED MH \
\ � SEE NOTE 4 `e,
BSE 0349
=STA 1+51.84 \ e IIS BRUCE}x s\ DMH
(PATRICK ST) \ `x �I� 4' DIA STD MH \ BSE 0350 IPE LINING AND
RIM EL=613.26 1C+ \ �! 6'(,, IIIIe PROPOSED MH BSE 0715 STA 6+14.55 4' DIA STD MH
815 ISG 1 173 RIM EL=621.33 \ � � TA 0+00.00
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s .o O O D 5 PC l� 4 DIA FLAT TOP MH
O s =STA 13+55.43
CONNECT EXIST F >. STA 2+49.17 I ��� I5::... CONNECT EXIST CENTER C H ST OUTFALL REALIGNMENT
REMOVE & �>` o O PIN N �`
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AND SIDEWALK PROPOSED MH \ s �-y 4=87°00'11" LT SCALE:1 =40 RIM EL=620.75
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Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
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www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
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REPLACE CONC 10 x10 BOF2E & JACK
:CURB & GUTTER, : / REGEIVING PIT 2 0
:SEE DETAIL
OSEp A6265
pROp:
EXIST �:
61 2 ......................................................... .......� ........ ......�- 35'x15' BO & JACK:......... ........... 61 2
GAS LINE RE &
BORING HA�48 / ENTRY PIT : o ACTIVE SHORING REQUIRED AT
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AUGER REF�JSAL 73 LF $ ;; , PROPOSED
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1 WATER LINE ELEV=608.00 �� @ 1.80% 1
................ . ...... ............................................................ . ..................... .............................................................:......... .................... .............................. .................... .......... .................... .............................. .................... .......... .................... .......... ......... 608 BORING HA -56: 608
PROPOSED „ (RNE):
7.0 LF OF 8" DIP : ELEV=610.00
PROPOSED: @ 1.80%
1:.00% BORING HA -55
PROPOSED 1:78.01 LF $ DIP 71.2 LF OF 8." DIP (RNE)
604 ................. ... ..... _ . ..:.........:.........:... BORING .6-50....................@ 2..66%....:....... .........:.........:.. ........ELEV=.608.00........:...................................................................................................................................................................................................... 604
ORING B-49 ...... ... .
(PWR) BORING B-54
(PWR) ELEV#601.50 BORING B-52 (RNE)
ELEV=602.50 (RNE) BORING B-53 ELEV=601.00
BORING B-51 ELEV=601.00
(PWR) (PWR)
600 ' ELEV=603.50; ELEV=604.00 , SCALE: HOR 1"=40'- VERT 1"=4' 600
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DRAFT
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
A I B I C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" = FULL SCALE
1 " = HALF SCALE I`
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PROD. DATE: April 2013
Q.C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
21
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
ao I A�?
ENS PATRICIA��
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SUPPORT OF EXISTING POWER POLE, LIGHT
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3. CONTRACTOR SHALL VERIFY EXISTING SERVICE
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EXIST MH BSE 0109
620
. . . ... . . . . . . . . . . . . . . . 620
_
OR TO ORDER
608 . . . . . . . ®.® ®� . . . . . PRI ORDERING 608
576
......... .........
........ ......... .........:.........
.....
/
:........
576 TO BE REMOVED
EXIST MH BSE 0562
MATERIALS
E IST CONTRACTOR SHALL
4 RCP VERIFY THE MANHOLE
SEE DWG: NO. 36
-
/
/
(PRECAST)
\ TO BE REMOVED
BORING B747 RIM ELEVATIONS IN
\ (RNE)
PATRICK ST TO ENSURE
FOR STREAM
ROSSING
REQUIREMENTS..:
l
616
\ \ . . . . . . . . . . . . . 616
ELEV 603:00
`604 . . . . . . . . . . . . . . . . . . . . . . . . . _. . . �. A FLUSH TO PAVEMENT 604
572
:................. ..
.......
1..... ......... .....
572
\\
\\ INSTALLATION
EXIST MH BSE 0110:
)
SEE NOTE 4
BORING B-45 '
(BRICK
TO BE REMOVED
1
\ \ (PWR)
1
612
. . . . . . . . . . . . . . . . . . 612
\ \ ELEV=597.50 PROPOSED ... . . ... . . . 600
600 . . . . \ . . . . . . . . . . . . . . ... .
568
568
84.2 LF OF 8" DIP
U)
@ 1.62%
BORING B-46
PROPOSED
8" VCP TO BE
ABANDONED
z0�
(RNE)
.=� ELEV=596.00
85.4 LF OF 8" DIP
608
�c
. . . . . . . . . . . . . . . . . . . 608----596
\\
. . . . . . . . . . . . r . . . . . . . . . . .,. . . . . . . . . . . . . . . . . . . . . . . . 596
BORING B-43� PROPOSED
564
:. @.1.65°!0 .........:.........:.
J
U
564
\\
\\
(PWR) BORING B-44 64.4 LF OE 8" DIP
ELEV=599.00
\
SCALE: HOR 1 "=40'; VERT 1 "=4'
(RNE @ 0.40%
ELEV=596.0 CALE: HOR 1 "=40'; VERT 1 "=4'
SCALE: HOR 1 "=40';
VERT 1 "=4'
604
592
560
560
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
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ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
22
PROJ. NO.:
2011011500RA

FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\PlanSet\2011011500 SHT CEN CHURCH HENRY REPLACE. dwg -#### - September 16,2013- Mark Satchell
WK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" FULL SCALE
1 " = HALF SCALE I`
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
23
PROJ. NO.:
2011011500RA
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\PlanSet\2011011500 SHT CEN CHURCH HENRY REPLACE. dwg -#### - September 16,2013- Mark Satchell

3
2-
1
.........bb\ -b-w b\\ \\\ C-$ .�'4\�1'ti - If -7
.a�°aa°s ave
ASPHALT � .... §s
OI ' , EXISTING SERVICE
_a TOP=571.00
�� F -i ti TOP= 70.43 INV=569.85 (RE -CONNECT), TO
t' #spa 2 STORY INV ON =567. 3' IN T-5 AV
1 STORY:I y' I WI BRICK BLDG.
PROPOSED SEWER,
REMOVE & REMOVE & SEE NOTE 3
WILSON BRICK BLDG. W FF=575.96' REPLACE
PROPERTIESFF=579.72 JCL ISI / ... 12 SY �` REPLACE CURB
I -I 5 I OG. INLET, TYP 2, 243.9 SY
�, ASPHALT �6'
HEI D SEE NCDOT PERMANENT
t ��
53 I ��0�� / I 55 0 �P=571.34APRON �- DETAIL 840.02 PAVEMENT
I
eDB 14-08 PIS 1073ll BOTTOM OF PATCH
a / BOX CULVERT=555.79° cin
` 8 TCP TO BE
I 59`1989 IZ PROPOSED MH
`� j I .ABANDONED, EXIST MH BSE 0590
WOODED 1� I� ` ` BSE 0731
I I PLUG EA END (BRICK) 5' DIA STD
TOP OF 6' WATERLINE 550 0- T MP TO BE OV
REMOVE & REPLACE ? EL AND GROUT FILL REMOVED INSIDE DROP MH
INiyt-;w a �. , I cn I //CONST , II; ' FLOWABLE FILL
C&G AND CONC SW, I +c,5 ESMT PERM( REMOVE &REPLACE STA 5+ 5.45
SEE DETAIL / RIM EL=578.48
COE
±90 LF C&G, AND
INV +558 55 I/ Q Cn
ESMT 0 CONC SW
POWER / �G
POLE,SEE O POWER POLE,
NOTE 1 SEE NOTE 1
EXISTING MH BSE 0029 INV=555.35' I O C VEL
....... ..............
RIM EL=565.88 Ip - CONTRACTOR TO REPAIR
INV IN=553.97 * +0 GRAVEL DRIVE TO ORIGINAL
INV IN=553.13.. ......... .... OR BETTER CONDITION
INV OUT=553.10 �y�C2
I I °�• -
co
��. 0. JDED /I �o PROPOSED MH
0 �0� I ^ BSE 0733
AZ 4 j I .. ..... 5' DIA STD MH ...... .........
....... ..... .... ........ ...........
CI 6' CI�AIt� LINK FENCE STA 1+07.81
TOP=564 5 ° / TOP=564.65° RIM EL=572.52
INV IN=5 X591'/ INV=561.17° 0=89°28'44" LT
INV OUT= 0.7,q I
CONNECT EXIST
8" VCP TO PROPOSED MH BSE 0730
PROPOSED MH 4' DIA FLAT TOP
(CUT -IN) MH
... ... STA 6+68.69
RIM EL=570.72
A=61°00'12" RT
WFW
PUT LEVEL ENTERPRISES LL
$? 1: BLOCK BLDG.
LOWES 599 BRIDGE S
....
20' FF=575.31114 I
EEETTE ROMA DB
I:
082
PERM
PIN 797996497799
COQ
-BRIDGE ST
,,RAVEL,,'- , F 1179 PIS 1546
PIN V.... 9x9......9999991
..... ......
...... ................................................................
V V e
: .
i, N BRIDGE STRE
SR 1605
----�s-:----ss-----�s----- SS- --- sS-----�
ff BR;IC RETAININU WALL
CONNECT EXIST
8" VCP TO
PROPOSED MH
REMOVE &
REPLACE EXIST
C&G AND CONC SW,
SEE DETAIL
C
NOTES:
1. CONTRACTOR SHALL COORDINATE THE SUPPORT OF
EXISTING POWER POLE AND TEMPORARY GUY WIRE
REMOVAL & REPLACEMENT (IF NECESSARY) WITH
DUKE/PROGRESS ENERGY BEFORE EXCAVATING NEAR
THESE UTILITIES. CONTRACTOR SHALL USE ALLOWANCE TO
PAY FOR COST OF DUKE/PROGRESS SUPPORT AND/OR
BRACING.
2. OPEN CUT EXCAVATION OF N BRIDGE ST (SR 1605) SHALL
NOT BE PERFORMED UNTIL RECEIPT OF APPROVED NCDOT
ENCROACHMENT AGREEMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SECURING N BRIDGE ST (SR 1605) SINCE
THE SHEETING/SHORING IS A CRITICAL PART OF
METHODS/MEANS. THE SUBMITTAL TIMING IS CRITICAL AND
WILL NOT BE EXCUSED FOR DELAYS
3. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN
PROPOSED MH BSE 0590 AND BSE 0731 AND PLACE
CLEANOUTS LOCATED IN TRAFFIC OR PAVED AREAS IN
VALVE BOX AT RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY
SERVICES ARE ACTIVE BEFORE REINSTATING CONNECTION.
RECONNECTION OF THESE SERVICES SHALL BE AT
PREVAILING UNIT PRICES.
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
SHOWN (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA
CCTV BEFORE ORDERING MATERIALS FOR RECONNECTION.
NO SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
INCIDENTAL TO SEWER INSTALLATION.
M
CD
LU
NCDOT R/W m
LVERETTE ROME
584
o ,
� �o
N N �
: M
W
8" TCP TO BE
� � � � BB�
LO W
Cn N I O > O
M
I0 � ti to II f`
Cn W W + X11 1O H. o
00 11 11
ABANDONED,
5
PROPOSED MH
529...I :
PLUG EA END
33�GP0�G�O
BSE 0590DB
5 O 500
AND GROUT
S
4 DIA M
9790649869
(PLOWABLE FILL)
...........................................................................: ID .... ..............................................m ... ..... ... ............0 2 ...�n.�.r.........................................................................
_ cn _ w a, p o `� o 1320 LF ACTIVE SHORING REQUIRED
LU PO �� �_� COLO
STA 3+34.79
DI
1 OCA
TIVE SHORING
RIM EL=570.58
°
0=35 31 32 RT
TOP=570.81°
BLDG.
EQUIRED, SEE Si 10'
O O
BO OF
FF=573.08°
NOTE,2 i TCE CD
REMOVE
BOX D LVERT=562.819
\��i
.
±70 LF DI
210.7 LF 8" VCP
576
18" CPP
P=57072°
TO BE REMOVED
576
Z (rU Q U
TOB TTOM OF
BOX ULVER =562.52'
}
MILL & OVERLAY
PI I IC,
W z W
zC/) w I.- T Q C
rPIPE CA OPY *c5
1119.2 SY
GYIRT AQDWAI T� ac
.........bb\ -b-w b\\ \\\ C-$ .�'4\�1'ti - If -7
.a�°aa°s ave
ASPHALT � .... §s
OI ' , EXISTING SERVICE
_a TOP=571.00
�� F -i ti TOP= 70.43 INV=569.85 (RE -CONNECT), TO
t' #spa 2 STORY INV ON =567. 3' IN T-5 AV
1 STORY:I y' I WI BRICK BLDG.
PROPOSED SEWER,
REMOVE & REMOVE & SEE NOTE 3
WILSON BRICK BLDG. W FF=575.96' REPLACE
PROPERTIESFF=579.72 JCL ISI / ... 12 SY �` REPLACE CURB
I -I 5 I OG. INLET, TYP 2, 243.9 SY
�, ASPHALT �6'
HEI D SEE NCDOT PERMANENT
t ��
53 I ��0�� / I 55 0 �P=571.34APRON �- DETAIL 840.02 PAVEMENT
I
eDB 14-08 PIS 1073ll BOTTOM OF PATCH
a / BOX CULVERT=555.79° cin
` 8 TCP TO BE
I 59`1989 IZ PROPOSED MH
`� j I .ABANDONED, EXIST MH BSE 0590
WOODED 1� I� ` ` BSE 0731
I I PLUG EA END (BRICK) 5' DIA STD
TOP OF 6' WATERLINE 550 0- T MP TO BE OV
REMOVE & REPLACE ? EL AND GROUT FILL REMOVED INSIDE DROP MH
INiyt-;w a �. , I cn I //CONST , II; ' FLOWABLE FILL
C&G AND CONC SW, I +c,5 ESMT PERM( REMOVE &REPLACE STA 5+ 5.45
SEE DETAIL / RIM EL=578.48
COE
±90 LF C&G, AND
INV +558 55 I/ Q Cn
ESMT 0 CONC SW
POWER / �G
POLE,SEE O POWER POLE,
NOTE 1 SEE NOTE 1
EXISTING MH BSE 0029 INV=555.35' I O C VEL
....... ..............
RIM EL=565.88 Ip - CONTRACTOR TO REPAIR
INV IN=553.97 * +0 GRAVEL DRIVE TO ORIGINAL
INV IN=553.13.. ......... .... OR BETTER CONDITION
INV OUT=553.10 �y�C2
I I °�• -
co
��. 0. JDED /I �o PROPOSED MH
0 �0� I ^ BSE 0733
AZ 4 j I .. ..... 5' DIA STD MH ...... .........
....... ..... .... ........ ...........
CI 6' CI�AIt� LINK FENCE STA 1+07.81
TOP=564 5 ° / TOP=564.65° RIM EL=572.52
INV IN=5 X591'/ INV=561.17° 0=89°28'44" LT
INV OUT= 0.7,q I
CONNECT EXIST
8" VCP TO PROPOSED MH BSE 0730
PROPOSED MH 4' DIA FLAT TOP
(CUT -IN) MH
... ... STA 6+68.69
RIM EL=570.72
A=61°00'12" RT
WFW
PUT LEVEL ENTERPRISES LL
$? 1: BLOCK BLDG.
LOWES 599 BRIDGE S
....
20' FF=575.31114 I
EEETTE ROMA DB
I:
082
PERM
PIN 797996497799
COQ
-BRIDGE ST
,,RAVEL,,'- , F 1179 PIS 1546
PIN V.... 9x9......9999991
..... ......
...... ................................................................
V V e
: .
i, N BRIDGE STRE
SR 1605
----�s-:----ss-----�s----- SS- --- sS-----�
ff BR;IC RETAININU WALL
CONNECT EXIST
8" VCP TO
PROPOSED MH
REMOVE &
REPLACE EXIST
C&G AND CONC SW,
SEE DETAIL
C
NOTES:
1. CONTRACTOR SHALL COORDINATE THE SUPPORT OF
EXISTING POWER POLE AND TEMPORARY GUY WIRE
REMOVAL & REPLACEMENT (IF NECESSARY) WITH
DUKE/PROGRESS ENERGY BEFORE EXCAVATING NEAR
THESE UTILITIES. CONTRACTOR SHALL USE ALLOWANCE TO
PAY FOR COST OF DUKE/PROGRESS SUPPORT AND/OR
BRACING.
2. OPEN CUT EXCAVATION OF N BRIDGE ST (SR 1605) SHALL
NOT BE PERFORMED UNTIL RECEIPT OF APPROVED NCDOT
ENCROACHMENT AGREEMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SECURING N BRIDGE ST (SR 1605) SINCE
THE SHEETING/SHORING IS A CRITICAL PART OF
METHODS/MEANS. THE SUBMITTAL TIMING IS CRITICAL AND
WILL NOT BE EXCUSED FOR DELAYS
3. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN
PROPOSED MH BSE 0590 AND BSE 0731 AND PLACE
CLEANOUTS LOCATED IN TRAFFIC OR PAVED AREAS IN
VALVE BOX AT RIGHT-OF-WAY. CONTRACTOR SHALL VERIFY
SERVICES ARE ACTIVE BEFORE REINSTATING CONNECTION.
RECONNECTION OF THESE SERVICES SHALL BE AT
PREVAILING UNIT PRICES.
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
SHOWN (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA
CCTV BEFORE ORDERING MATERIALS FOR RECONNECTION.
NO SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
INCIDENTAL TO SEWER INSTALLATION.
M
CD
LU
NCDOT R/W m
�
> NCDOT RNV
0
ad
w a
584
I O W
� �o
N N �
: M
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584
(v) 919.782.0495
LO W
Cn N I O > O
M
I0 � ti to II f`
Cn W W + X11 1O H. o
00 11 11
U_w
PROFESSIONAL SEAL
FULL SCALE: V=40
40
O ;.� a_
O oCn
a ncn a»>: m
.-.
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W m otS z�
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580
...........................................................................: ID .... ..............................................m ... ..... ... ............0 2 ...�n.�.r.........................................................................
_ cn _ w a, p o `� o 1320 LF ACTIVE SHORING REQUIRED
LU PO �� �_� COLO
..LP .........:..................................?.
0
LU<
H: w .-. Y. O.ti.Ch................................................................................
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576
Cn- �» ���>
:......... .........:......... .........:......... .........:.........: � _... o � z Z........:..........................a .�. 2j � 2. Z . .......... REMOVEAND:.............................:......... ............. WP>T6R'LINE.....
rL .rn WER
I
.......... ... :......... ......
.:......... .........:......... .........:......... .........:......... ......... .........:........
576
Z (rU Q U
_ _
REPLAC CONC /:
MOVE AND
o Ix 0 LU
Q�Z LU 3U) o
>-
W z W
zC/) w I.- T Q C
/
CURB & 30UTTERX
PLACE CONC�
O O= U U
Z U 't 2 2
li i Q� w
m oc N
Q U J = N N
AND:SID EWALK,
URB & GUTTER
LU
O Q z DOm
Ir o o
aIL2
N I SEE DE AIL
ND SIDEWALK,
/
DRAWING NUMBER:
- _ EXIST MH BSE 0590
I
E DETAIL �
24
572
-
...................................I0.......o:................................ .....---_-....-. .. .............................. ......... ... .......... BRICK
. / `. _ (BRICK) �:......... .........:......... .........:...�; .
LU CO /--------.- _ TO BE REMOVED
�
:.......�.:...................
:I
.........:......... .........:......... ................... ......... . �.......:........
572
mui(°-: U*): /
m M CO LO' j
M: LO LOQ: /
J II II /
HwZ Z0: /
j
W�ZZZ:.... /
568 ................. �.......................... .............
-- 210.7 LF8"VCP '��---------�7
TO BE REMOVED
.. . ....:.... PROPOS.ED...:........... :......... :......... :....... J, r ....�............ ..... ......... ....... ......... ......... ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ 568
59.5 LF
STING SUBGRADE SHALL J
CLASS III
F� 24"RCP : GQ
-1� BE EVALUATED BETWEEN EXISTING 6'x6' : I I G 0.39% PROPOSED ®® ®_ E0S.� $VCP
MH BSE 0724 &BSE 0590 TO 21.7 LF ���5 _ _
DETERMINE SUITABILITY BOX CULVERT CLASS :III ,� ®: ® -
4...........................................®................................................................................... 4
56 FOR S:UBGRADE FO.R.............................................................. iI.. (..... ......... .. 24" RCP,,, ~'. 0.... ®®®. 56
I I MANHOLES AND PIPE IF @ 5.y.'r PROPOSED 123.23 LF 8 DIP 0.41 /o
CORE DRILL EXIST : II
. I I CULVERT FOR
UNDERCUT AND SELECT PROP 24" RCP I) ,. PROPOSED 210.67 LF 8" DIP 0.45%
BACKFILL ARE REQUIRED.
PREVAILING UNIT PRICES 152.17 LF 8" DIP0.40%
PROPOSED
CONTROL.
.. . . .
'r
. . . . .560 . . . .. . . .. ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ........ 560
IL-ij BACKFILL THE EXCAVATION FOR THE,
ACTIVE SHORING REQUIRED
L -- - REMOVAL OF:EXIST SEWER MANHOLE BETWEEN PROPOSED M.H BSE
2 Og% -- -- ' _ ® AND:PIPE WITH SELECT BACKFILL UP 0590 AND BSE 0731, SEE: NOTE 2
p 107•a� LF $„ p1P TCP - PROPOSED TO INVERT OF NEW SEWER
OpOSE ' 'EXIST 8 74.8 LF OF 8" DIP N: Z M O
556 ........................... RFt . ........................ .� .... -..... .................. ................. .......... _ .... . - . ... o.............. ......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... ......... 556
@0.35% U MCU o
_ O p H o CD
w Q J II C9 � W O ZLO
EXIST 8" TCP 0 U z `n ? o U` J j
TO BE FILLED: a o ? O 8- z m w p
WITH PLOWABLE FILL mq z z °� > SCALE: HOR 1 "=40'; VERT 1 "=4'
552 ~ ~ . ~ ` 0-: in U - - a in v EE ? 552
O Co M Co O I� LO LO Co O N 00 � � M N Cfl M O CD 00 N
(o Co C� W 00 CD M N Oo � Co Co ti co O O Cn C) f` Cn M f` CD M co
CD 00 O N N 04 r r r r O O O O N co ' � 00 0o M r O O O O O r
CD Co O CD CD Il ~ Il- I,- � ~ ti ~ ti ~ ~ ti ~ ~ �
LCO LO LO CCO LO LO � LO LO LO 0 LO LO CLO 0 LO Cn LO 0 LO Cn LO � � Cn CLO 0 CLO Cn CLO � LO LO CLO �
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
A I B I C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
3
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ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
24
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
DWK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
A
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
........... ......... .::::::::. .....
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IPE REPLACEMENT
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Q.C. DATE: ----
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STA 1+07.41
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3
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= W � ' � r 4 . RIM ELEVATIONS IN MONROE . I .
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PROPOSED EXIST MH BSE 0322
1
572
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41.5 LF OF 8" DIP (BRICK)
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584
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PROPOSE
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. . . . .
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(ROCK)
.
568
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PRO QS,, 4A - "`
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. 568----580
PROPOSED 72.40 LF 8" DIP@ 4.60%
.
.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
580
. . .
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DRAFT
0+00 1+00
2+00 3+00
4+00
5+00 6+00 7+00 8+00 9+00
A
I
B I C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
DWK
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" = FULL SCALE'
1 " = HALF SCALE I`
el iLi
HM
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mO2EL
o o
aIL
PROJ. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
25
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!Vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
13
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
NOTES
p` EXIST MH BSE 0005:.
O \ \ (BRICK)
Al �,
PROFESSIONAL SEAL
nom+'
A CA U \
TO BE REMOVED /
EXIST MH BSE 0234 \/ .1
TO BE ABANDONED
PROPOSED MH BSE 0005 c� �'
/
2" FULL SCALE
/
/
55' f
!
os N �" >
M ZO i �:
o
1. CONTRACTOR SHALL REPLACE CONCRETE SIDEWALK AND CURB & GUTTER
FROM EXIST CONST/EXP JT TO EXIST CONST/EXP JT. CONCRETE BLOCK
WALL SHALL BE NEATLY REMOVED ALONG STRAIGHT VERTICAL
•`Q'
z
1r a \
4 DIA FLAT TOP MH 10" TCP TO BE / ��` °�°
D
/ k
/
w J ,� ` • -
rn - n
45
(SAWCUT
LINE) AND REPLACED WITH EQUIVALENT SIZE BLOCK AND CONCRETE
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STA 2+76.88 �������
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RIM EL=572.50���`
a LLJ
IT IT zz
/5
/ / f
Z., �I�
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FOUNDATION OR FOOTER. EXISTING SECTIONS ON EITHER END SHALL BE
SHORED OR PROTECTED. REMOVE & REPLACE HANDRAIL AS NECESSARY.
Z w
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GRADE/REMOVE SPO PILE ��'',.� �'
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z NF
w
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2. CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN PROPOSED MH
C
CONNECT EXIST
O \
O
\
(NO SEPERATE PAYME TAS
EARTHWORK SHALL BE
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H O J z U 0 0
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N F-
BSE 0350 AND BSE 0351 AND PLACE CLEANOUT AT RIGHT-OF-WAY.
N
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N
4 •�
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PROD. DATE: April 2013
co Q ; � c-> 3e�p
N v
CONTRACTOR TO VERIFY SERVICE IS ACTIVE BEFORE REINSTATING
DRAWING NUMBER:
PROPOSED MH'
INCIDENTAL TO CLEAR & RUB ,
PROJ. NO.:
2011011500RA
+r O
PIN 797906297555
CONNECTION. RECONNECTION OF THESE SERVICES SHALL BE AT
PREVAILING UNIT PRICES.
PROPOSED MH BSE 0615
EXISTING / ....�
SERVICE,
., 4 a
}� U EXIST MH BSE 0351
5' DIA FLAT TOP MH ;:. \/._
STA 2+51.36 1 \
SEE.NOTE 1'�D.:
�/ :1:
(BRICK)
_ TO BE REMOVED
F -c a
�
3. CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS SHOWN (OR
NOT SHOWN) ARE ACTIVE BY INSPECTION VIA CCTV BEFORE ORDERING
MATERIAWORK LS N. NO SEPARATE PAYMENT SHALL BE MADE
IOTO
\
RIM EL=571.80 N
/
y
CONNECT EXIST
��
8 TCP TO
:.
X j R
{
AS THIS RS INCIDENTAL SEWER INSTALLATION.
0=31°16'46"
RT' ......
\
O
w S
ILL RWLACE SY
3
E F E
....
(
r .......
r
m ..
�:.: �y
-
......... .........
PROPOSED MH
EXIST MH BSE 0350
6 5
f wRVL SHLDR
.� G Q
Rti� ca
4 IPE SO NO JOINTS ARE UNDER THE LIMITS OF
CONTRACTOR SHALL LAY P
THE BOTTOM OF STREAM. 3
PROPOSED 20'..:. mI
PERMANENT
:.
a,.
R E ... .. {
r a �
p� 5� !'
(BRICK)
TO BE REMOVED
A ;` . " ` °�, 1 0 0 A
CNfl O CJ
CITY OF
EDEN
WIN'
CLEAR & �/
0 �
a a r
5. CONTRACTOR SHALL NOT PERFORM COMPLETE ABANDONMENT.
CONTRACTOR SHALL PLUG PIPES INSIDE MANHOLE REMOVE FRAME AND
UTILITY ESMT "' PIN 70701 9505693
��
GRUB PERM '�
PROPOSED MH
...
> .:.::........ i ?........
COVER AND FILL MANHOLE WITH PLOWABLE FILL.
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G� F
G, 4
,,,¢ Q �C. ,� ESMT
BSE 0350
- L
-
S
O'p
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4 DIA STD MH
8.TCP 00
:" GLEN STREET
PROPOSED
ca O
\ �. �Ci
<;: Q J
i (� .x
STA 0+00.00
=STA 13+53.43
s
m� ................
153.2 LF OF
�,
8 IN SITU LINING
/ S
5 HA-
.�1�0
i
*e • �
:.:
�
CENTER CH
( )
_
RIM EL 620.75
O ........
° �_
,......
CONNECT
EXIST �
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s.- 8 TCP TO BE
8 TCP TO :::. `.®
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PROPOSED MH ABANDONED " \ S
D ,_
�
;:
CONNECT EXIST
c� ,-
�M1:��.. k d �, ,
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CONNECT EXIST
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.�� S ERVI
CT),
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TYP
STD MH I
8 VCP TO
PROPOSED MH
r: K
EXISTING4DIA
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e 8 TCP TO
m
PROPOSED MH
EXIST MH BSE 0006
STA 3+89.28
/�'
.......
SERVICE LATERAL
O-
s 5� /
' - r 8 VCP
TO BE ABANDONED,
TO BE
SEE NOTE 5
®,, v �s =STA 1+76.42
°t (GLOVENIA ST )
=::
m m (RECONNECT), TYP
- - 133.6 SY
PROPOSED MH
�....
ABANDONED
-
�•
= �'try't
ro �, RIM EL=578.04
, ss
PERMANENT
BSE 0351 -
4' DIA STD MH
:TCP _
.�- •�,. ..:.:.
/
)\
PAVEMENT
s
S
CO PATCH
ST 93
A 1+50.
RIM EL=623.87
LF TOM I-{ BSE 0617 4 '
i
/ EXIST MH BSE 0616
TO BE ABANDONED
ref
CHR
°' r / �°�� T\ 10
I U
1509LF8"TCP
±153 NTS
gTED IN EASEME )
(LOC G N0.2
PIPE PLUG
�,
.���
LLI TO BE REMOVED
H
SEE DW
SEE DETAIL,
T1fP •.:::::
,wa....
K.`j �� ,`� X01 950688
�� SEE TE 1
c I W EXISTING MH BSE 0225
"
M" ^� `�
w _
U RIM EL 625.35
m cn
j;
PROPOSED MH BSE 0616.....
4 DIA FLAT TOP MH
8" TCP TO BE •
PROPOSED
��„,
-
Z INV IN -621.05
=
x I INV IN 620 91
STA 0+00.00
ABANDONEDMH
BSE 0725
INV OUT-_
Q} 620.71
� /
RIM EL=568.00
A=21'58'06" LT
�•
�� CNEE
....
..:::. ..:. :::::.
..
m s-�ow
w v
w w
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j ...:.
CH
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H rn
J%"r ....:.LI
ss�..:�/
SR
TANAR
Ca
„ PVC
N
o GLENN STREET SEWER
REPLACEMENT
BRAN
PROPOSED MH BSE 0009 �u
...,
SCALE:1 "=40'
SCALE:1 "=40'
w
2
2
LO
CD
w o w
588
588
644
644
W
m 'l > w O
ma�0 Zo: m UotS
w
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ar�VO�ONu ���C�o m0
fn p
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LUOLECA�Z ����
a?~
O
584
:.........
.........:......... .........:......... ......
..: PRIOR TO ORDERING....
�LEi_ W�
....................................... ..... �. U.. Q. N .w Z.z..O................................. m o + W. w
640
....... .........:......... .........:......... .........:.........:......... .........:.........
.........:........
640
MATERIALS CONTRACTOR
aO
CY)
:w � a U H w z z: EXIST O o m Q JO
°6 m >
Z
- O
SHALL VERIFY ALL
- - : WATER LINE a ; �?
O :g
z_ z_
MANHOLE RIM ELEVATIONS
ai LE ^
IN GLENN ST TO ENSURE A
FLUSH TO PAVEMENT
O a 0 o SEE NOTE 1
580
..................
.........:......... .........:......... ......
..:....1NSTALLATfON .......
:......... :.. O .Y. o.� OD.O.o ........... ................... ............... ...... ........
H � U Cl) CD CD O
580
636
....... .........:........ ....PRIOR TO. ORDERING ............ ......... .........:.........
.........:........
636
.
g a O O o o II SEE DWG N0. 36 FOR:
W:5
W
MATERIALS CONTRACTOR
U- w- J O II. O O STREAM CROSSING
O Q + � II II
o
SHALL VERIFY ALL
m
0_ Q
Q N w z z O REQUIREMENTS TABLE
MANHOLE RIM ELEVATIONS M w
>
-
W
o g :
: :
0- o z:� U > > > �- /
: a O v:� z z z BORING HA=11
CD
IN GLENN ST TO ENSURE A Q
-
W = w
AUGER REFUSAL i
FLUSH TO PAVEMENT m 0
^
576
........:.........
. .g .� >..:.............................
O z
...................
EXISTING GRADE ALONG:
....................................... ........ ........ ........ (PwRj .. .I....... .
576
632
0................. :.. �._ .w ......c�
INSTALLATION
o......... .................
632
= a = r�
/ ELEV-571.60 i
I �j
LO a 2 Cn
M °°
o Y o C
OD LO
PROPOSED SAN SEWER
REMOVE 1 : :
/
w w 0 o
Lo
CO
11
w p o (D
co o II O
LL I-
O + II a
1 p0 YR FLOOD
SPOIL PILE: TO \� BORING HA -9 I I
\
EL ±571:.50 AUGER REFUSAL
m Oma +
-- ^ a Q I-.
= W cn ? EXISTING GRADE ALONG O o v> Q
� II Q
w z
572
:.........:.........
a Q Q o w z O
a U .g. . ...........
(CALCULATED) Q
_ .....................
EL�572.20 ...
....: APPROX TOP / \ PWR
/ ...... ....
(. .. (. ) ........ .......
572
628
_ w CDD 00 ry PROPOSED SAN SEWER -
> co.......:............................ :.. a. .�:cn.�
� a .N
- z z
_. _.........:.........:........
628
z z
cn�__
OF BANK). -
ELEV=567.40 : /
w o o C �
LL O CO (D II
_
0maa0_j CP
Owzz0
411
568
........:.........
�:�
.........:......... /...:......... ....... �:�........................_ .-
SERVICE
r .- ..:......... .........:....... I . �...... ......... ........ .......
568
6 24
BSE 035
ExIST M :.........:. :......... .........:........
624
/
--
_
EXISTING 10" TCP: TO
(BRICK)
TO BE REMOVED
BE ABANDONED
SEE NOTE 4
EXIST
------:-�
%
GAS LINE
EXIST MH BSE 0351
1 564
........ .........
......... ........ ........ ......... .........
......... ......... .........
......... ......... ......... ....... ..... ... .. .......... .......
564
620
..... ....... .EXIST......... ......... ......... .........:.........
. (BRICK)
620 1
BORING: DR -2
WATER LINE
: TO BE REMOVED
DRIVE ROD
PROPOSED REFUSAL (PWR) :
EXIST:
146.0 LF OF 8" DIP : ELEV=566.50
WATER LINE
- -
@ 3.30%
PROPOSED 150.93 LF 8" DIP 0.40%
_E&SZCzDJP®
560
251:36 LF' 8" DIP 0.83 /a .....:......... .........:........
560
616
:......... .........:.........:.....
:......... .........:........
616
:PROPOSE
PROPOSED
15 0
9 LF DIP
8"
J ..
25.5 LF OF 8" DIP
TO
BE REMOVED
@ 0.57%
SCALE: HOR 1"=40'; VERT 1 "=4'
SCALE: HOR 1"=40'; VERT 1 "=4'
556
"~
556
612
612
LO
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT CEN CHURCH HENRY REPLACE.dwg -#### - September 16, 2013 - Mark Satchell
el
!Vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
2" FULL SCALE
1 HALF SCALE
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
26
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT BOONE RD C-STRM.dwg -#### - September 16, 2013 - Mark Satchell
el
!vw
ODICKSON
community infrastructure consultants
B
Urban Development + Geomatics
720 Corporate Drive
NIF
\ 'MICHAEL
(v) 919.782.0495
C
1
\ / SEE DWG NO 16 FOR / EER` ER:..::.
518 BOONE RD
POINT REPAIR (±10LF)
(REPLACE WITH 8" DIP ��
"i
M .= IPE REALIGNMENT IERTER JOHN C
0 40 80
;
.•
PLAN & PROFILE 1797907692927
\ / �� .00 � ��� E00��
s o PROPOSED MHDB
AT EXISTING SLOPE)
0��
/ a _ �N
\ so ... ` PR P ED MH njQ DB 682 PG 33 BSE 0723
\ O OS
1301 PG 1457 PIN
PROPOSED/
707019604125
�UAA
o "
m �� �
BSE 0698 r ,: O 9 .:. PIN 797907691 889 4 DIA STD MH
.. STA 3+67.63
209.4 LF OF 8"
k�
#
6 DIA STD MH
l / �Q RIM EL=563.59
IN SITU LINING
6+7 11
0 VCP
.:. STA 0+00
" s o s� � / O REPLACE A=63°16'59" RT
:.::. - =STA 2+11.89 54 SY
10' g+00 X -
O
;.
\ ��' BOONE RD LEAR &=...
( ).. ' s CONC PAD
s�
— —.67%
CP.
�x
-' t,=, . RIM EL=555.87 / O �� o� GRUB PERM
/ O PROPOSED a�
x�.
`{{ ESMT
`,
(VARIABLEco
MOVE REPLACE WIDTH) '"
CONC DW APRON TEMPORARY
F 1ST
5 — 20
- =
Ile EXISTING MH BSE 0010
/ RIM EL=584.70
_
/ INV IN 579.32 (N)
sf AND SIDEWALK '� CONST ESMT
INV IN=579.36 NE
( )
REROUTEEXISTING
`
MH BSE 0019
INV IN=576.60 (S)
-
:.;
�, \\ ....:... ; SERVICE TO o ,;:.,o
3 , .:.
\ RELOCATED \ l
s _ ,rt `
�d SEWER REMOVE 8S"
+
STA 5 67.07
RIM EL- 6
-570 6
INV OUT -576.60
�/ 3
J
0
(�
f
REPLACE 580.4 SY
f EXIST ASPHALT
NOTES:
W z J
'.. ��
.� .:: a CONNECT 8 TCP
,Lp PAVEMENT TO PROPOSED MH
VALENTINE, DOROTHY
�. ��� �� 1.
PRIOR TO ORDERING MATERIALS FOR SEWER RELOCATION
o� fix} ��DB
} Q,5 S� . • 0 8 TCP TO BE
� ..M � �' •� ,� a"� �.�. � � �� � PROPOSED MH
t,. ABANDONED,707019604022LATERAL
.....BSE 0722
��, ��
1324 RG 842 PIN
:.
BETWEEN PROPOSED MH BSE 0722 AND PROPOSED MH BSE
0698, THE CONTRACTOR SHALL VERIFY EXISTING SERVICE
DEPTHS BETWEEN EXIST MH BSE 0246 &BSE 0623 AT
( )
/ � ..:: ;• .....::. . gip, ��� ,,,��`` }~' � �PL EA END
' UG
5 DIA STD MH
$ GROUT
WZ < O ;v �t
z T m
LOCATION WHERE EXISTING LATERALS WILL BE INTERCEPTED
WITH NEW LATERAL TO CONFIRM IF ADJUSTMENT TO VERTICAL
+
5 STA 3 95.41
(PLOWABLE FILL)
Q� �o�
~0 (n Z U 0 0
U U
ALIGNMENT IS NECESSARY. PROPOSED VERTICAL ALIGNMENT IS
_
�� f F RIM EL -563.68
z H J N T M
U z0 oC wT T
_� o rBASED
/ (a ( \ o cn 1, !�dn • •� A=51'39'50"LT
EXIST MH BSE 0623
�.
Ir
o o 2
ON THE FOLLOWING CRITERIA:
�00`t��� s /� c, �y°t� TO BE ABANDONED
�• o
Q. C.: GF
A. ASSUME EXIST LATERAL INVERT IS 4 FT BELOW EXIST
GROUND OUTSIDE BUILDING.
�i7
EXIST SERVICE,
mm
B. EXIST LATERAL IS LAID AT 1 % SLOPE TO EXIST SEWER.
OR
5.,.:.,. RE -CONNECT TYP,
.� Alp � ": `� ( )
27
A. MAINTAIN 6 BELOW EXIST 24 STORM DRAIN OR EXIST 12
—
WHICHEVER IS DEEPER.
€
° caNC,9 SEE NOTE 1
2011011500RA
/ Q w C> �s
B. MAINTAIN 1% SLOPE TO PROPOSED SEWER.
No
/ 1 , F �� : ti
8" TCP TO BE
THE DISCOVERY EXCAVATION SHALL BE SUBSIDIARY TO THE
I : p
/5 �O 3CL
ABA
# i" (, I '.,. $ .........,.. !fid ABANDONED
5� �. o�
COST OF SEWER INSTALLATION.
/f• :�
( 1
`� � °C
�r `'CMZ PROPOSED MH'
THE CONTRACTOR SHALL REINSTATE ALL SERVICES BETWEEN
W c�
cn .: o� BSE 0699
MH BSE 0698 AND BSE 0723 AND PLACE A CLEANOUT IN A SEWER
��BOONE m / o: 4 DIA STD MH
co M
�r
VALVE BOX AT THE CITY OF EDEN PERMANENT EASEMENT LINE.
0 4 F
STA 1+56.78DB 735 PG 306
_
i I RIM EL -554.28
1���'
3.
CONTRACTOR SHALL VERIFY EXISTING SERVICE LATERALS
PIPE PLUG ,' _ o ��
PIN 79790769058 I 1=: c,: . o ti4 4 A=84 42 42 LT
1 /
SHOWN (OR NOT SHOWN) ARE ACTIVE BY INSPECTION VIA CCTV
•t�'.: ��
1: (INSIDE MH) 1 11 Ob
BEFORE ORDERING MATERIALS FOR RECONNECTION. NO
co eJ
d� I i : x r '. EXIST BSE 0246 WEBS, O
SEPARATE PAYMENT SHALL BE MADE AS THIS WORK IS
INCIDENTAL TO SEWER INSTALLATION.
T `' EMAIN, PLUG
528 BOONE O
o, IST PIPES INSIDE C T L
COLLEGE S UTFALL SEWER REALIGNMENT
EXISTING MH BSE 0253 M O MECH
I ; CTO
4.
CONTRACTOR SHALL VERIFY SERVICE LATERAL INVERTS PRIOR
ORDERING MANHOLE
�- SCALE -1"=20'
UIP ALLOWED)
I
PIN 797907691740
2
CD w
CD Z (O
576
m o N
576
,�
O:�j Co II
2
O' II �
+ J II D
M N
HLo:wZ O
X ~
w
Z_ Z
572
CD
..................................................................................................... ... .
CONTRACTOR SHALL VERIFY � ...0.... � :...........w
572
ALL MANHOLE RIM m 0 m =
w 0 2 w W Z Co
ELEVATIONS IN PAVEMENT 2 2 w M O :C=i� 2 a w Co
< Co
TO ENSURE A FLUSH TO 0 M M N .Lo 0 O Q O'It- M �
PAVEMENT INSTALLATION ULO
11
cMAO a Q p �
568
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT BOONE RD C-STRM.dwg -#### - September 16, 2013 - Mark Satchell
el
!vw
ODICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: V=40
40
0 40 80
14 2" FULL SCALE
1 " = HALF SCALE I`
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Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
27
PROJ. NO.:
2011011500RA

1" LETTERING
RECESSED FLISH
O
A
5
3 O
PLAN
7R 1 /d"
A
MINIMUM A/G WEIGHT
FRAME 262 LBS
COVER 170 LBS
TOTAL 432 LBS
3-1" DIA HOLES AT 120°
A
TYPICAL LIFTING DEVICE
SECTION A -A
TOP OF COVER
TYPICAL LIFTING DEVICE
-I CAL
OLES USE AN
i BITUMINOUS BASE
HAT SHALL BE APPLIED
i u i nc i uP OF THE CONE SECTION
TO PROVIDE A WATERTIGHT SEAL.
w � „SINLESS STEEL ROD
SECTION B -B
2—
STANDARD MANHOLE FRAME AND WATERTIGHT COVER
NOT TO SCALE
° d MANHOLE BASE SECTION
NEOPRENE BOOT EXPANSION BAND
GROUT AROUND PIPE -TO
BE FLUSH WITH INSIDE
FACE OF BASE SECTION
GRAVITY SEWER 3" MAX
MANHOLE INVERT
7L
PIPE CLAMP
a
a..
.d a d d
°
NOTES:
1. MATERIAL SPECIFICATIONS: NEOPRENE BOOT -ASTM C-923; PIPE CLAMP &
EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923.
2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.'S 15" AND LARGER.
v
M
Co
N
2 7/8"
211
MINIMUM AIG WEIGHT
FRAME 182 LBS
COVER 120 LBS
TOTAL 302 LBS
PLAN
28 1/4"
26 3/4"
N
24" n
28"
33"
SECTION A -A
STANDARD MANHOLE FRAME AND COVER
NOT TO SCALE
CORROSION AND SLIP
DEcicTANT MATERIAL
ER OR PLASTIC)
SLIP RESISTANT STANDARD MANHOLE STEP
NON -SHRINK GROUT
ALL AROUND
EXTEND NEW PIPE A MINIMUM
OF 2" INTO EXISTING MANHOLE
NOT TO SCALE
SL002
EXISTING MANHOLE WALL
INSTALL CONCRETE COLLAR, MIN
6.. 3,600 PSI ALL AROUND NEW PIPE
_V
MIN
— #67 STONE ALL AROUND
/M"If �.011�
1
MAIN SIZE O
DEPTH OF INSTALLATION
8" TO 12"
RAMP DOWN TO EXISTING I I I GRAVITY SEWER
STANDARD MANHOLE
BOOT
BENCH WITH GROUT
20' AND GREATER
NOT TO SCALE
SCREEN q
100 YR FLOOD ELEV
17
CONTRACTOR TO REMOVE A
STANDARD MANHOLE FRAME
FULL SCALE: 1 "= NTS
AND WATERTIGHT COVER
MINIMUM 5' OF EXIST PIPE ANDf
1 " = HALF SCALE
SEALAROUND
12" PRECAST TOP SLAB
REPLACE W/DIP & STD SEWER
SLOPE GRADE
z
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COUPLING, REFER TO COUPLING
DETAIL, DWG NO. 30
MANHOLE ALL SIDES °
.a
d d Q
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0
EXISTING MANHOLE
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SEWER
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COUPLING
°
a°
1. WHEN CORING IS NOT POSSIBLE, REMOVE EXISTING PIPE AND MANHOLE WALL AS NECESSARY
Q.C. DATE: ----
d
DRAWING NUMBER:
TO INSTALL NEW PIPE. MINIMUM OPENING IN WALL SHALL BE PIPE O.D. + 3" ALL AROUND. AFTER
CORE HOLE W/
..a}; :: .:. ?.:.,':..`:
•. :::: :::;.'.::; :
PIPE INSTALLATION, FILL VOIDS AROUND PIPE COMPLETELY WITH NON -SHRINK GROUT.
NEOPRENE BOOT
°
d
d °
2. NEW PIPES TO EXISTING MANHOLES MAY BE INSTALLED FOR A POINT REPAIR, PIPE
d
REPLACEMENT, PIPE BURSTING OR SERVICE LATERAL REPLACEMENT.
CONNECTION TO
EXIST/PROPOSED PRECAST MANHOLE
CONNECTION TO EXISTING BRICK MANHOLE
NOT TO SCALE
NOT TO SCALE
1
MAIN SIZE O
DEPTH OF INSTALLATION
8" TO 12"
0' TO 12'
15" TO 30"
12' TO 20'
36" TO 54"
20' AND GREATER
MANHOLE FRAME NEW MANHOLES USE AN APPROVED
AND COVER BITUMINOUS BASE SEALANT THAT
SHALL BE APPLIED TO THE TOP OF THE
ELEVATION VARIES CONE SECTION TO PROVIDE A WATER
REFER TO PROFILE TIGHT SEAL.
3/4"0 SS ANCHOR
d BOLTS, MIN 4" DEEP
(4 REQ'D)
z EXIST ° n 2'-0"
GROUND d
(V °
°ECCENTRIC MH CONE MAY BE
MANHOLE STEP ° ° USED ON 8" AND 10" SEWER MAINS
A
NOTES:
n 1. ECCENTRIC CONE AND BARREL SECTIONS
SHALL BE AS PER NCDOT STD. 840.67
d 2. WHEN MANHOLE TOPS ARE IN EXCESS OF 3'
a 4' TO 6' DIA AS REQ'D ABOVE GRADE OUTSIDE STEPS MUST BE
a "O" RING SEAL PROVIDED. SEE STEP DETAIL.
OR RAM -NECK
J ° 3. IN NON -TRAFFIC AREAS, TOP OF FRAME AND
00 COVER SHALL BE INSTALLED A MIN. OF 1'
Q a ABOVE FINISHED GROUND SURFACE.
RUBBER BOOT
4"
°
d
a. a. .
LATERAL INVERT SHALL NOT BE
+ c LOWER THAN MAIN SPRINGLINE.
6"
° d d ., d .d
(T
d.
L*A
L4A
EL4AXTENDED MANHOLE BASES MAY BE USED TO
MIN. 6" COMPACTED #57 STONE MINIMIZE MANHOLE DIAMETER WHEN A LARGER
BASE TO BE INSTALLED UNDER MANHOLE IS REQUIRED BECAUSE OF THE DEPTH,
NEW MANHOLE. IN WHICH CASE MAIN SIZE WILL DICTATE
MANHOLE DIAMETER.
SECTION A -A
STANDARD PRECAST SANITARY SEWER MANHOLE
NOT TO SCALE
NOTES:
1. FLOW SHALL BE MAINTAINED DURING
CONSTRUCTION.
2. THIS DETAIL TO BE USED WHEN A 6" 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 MINIMUM 6"
COMPACTED # 67 STONE BASE.
TY SECTION OF PRECAST MANHOLE,
5. FOR SPECIAL
SEE DETAIL
6. FOR BASE OF MANHOLE. SEE DETAIL
V d
° EXISTING
a SEWER MAIN -1
a .
GROUT
V d
d
4"
a .
SECTION ALONG CENTERLINE OF EXISTING MAIN
STANDARD MANHOLE INSTALLATION OVER EXISTING SEWER MAIN
NOT TO SCALE
C
im All ni 90° FLG BENDS
NSECT SCREEN
T 71BETWEEN o
100 YR FLOOD ELEV FLANGES N
V 7
z 4" DI WALL PIPE
CAST IN PLACE
N TOP OF MANHOLE
u. ° u
LIAI SEE STANDARD PRECAST LIAI
MANHOLE DETAIL
STANDARD FLAT TOP MANHOLE W/ VENT
T2 BARS AT 8" CTS
00
o Q
af
m
6-0"
REINFORCED CONC. FOOTING FOR
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T1 BARS AT 8" CTS
#1
U
EXTEND o 00
OVERINVERT , a
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—i m
T-0„
REINFORCED CONC. FOOTING FOR
5' PRECAST MANHOLE
T2 BARS AT 8" CTS
I# )
U
a
m
F -
NOT TO SCALE
BILL OF MATERIAL FOR 4' MANHOLE
3
OPTIONAL VENT
WELDED JOINT
DUCTILE IRON FLANGED FITTINGS
T2
4" DI PIPE
INSECT
18 103
SCREEN q
100 YR FLOOD ELEV
17
N
17
STANDARD MANHOLE FRAME
FULL SCALE: 1 "= NTS
AND WATERTIGHT COVER
CONTINUOUS
1 " = HALF SCALE
SEALAROUND
12" PRECAST TOP SLAB
VENT PIPE
SLOPE GRADE
z
AWAY FROM
MANHOLE ALL SIDES °
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u. ° u
LIAI SEE STANDARD PRECAST LIAI
MANHOLE DETAIL
STANDARD FLAT TOP MANHOLE W/ VENT
T2 BARS AT 8" CTS
00
o Q
af
m
6-0"
REINFORCED CONC. FOOTING FOR
4" PRECAST MANHOLE
T1 BARS AT 8" CTS
#1
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EXTEND o 00
OVERINVERT , a
U)
—i m
T-0„
REINFORCED CONC. FOOTING FOR
5' PRECAST MANHOLE
T2 BARS AT 8" CTS
I# )
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a
m
F -
NOT TO SCALE
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
NO. WT. LBS.
T2
#5
5'-6"
18 103
CL. "A" CONCRETE TOTAL CU. YDS. 1,000
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
NO. WT. LBS.
T1
#5
6'-6"
20 136
CL. "A" CONCRETE TOTAL CU. YDS. 1,361
BILL OF MATERIAL FOR 4' MANHOLE
BAR
SIZE
LENGTH
NO.
WT. LBS.
T2
#5
T-6"
24
165
CL. "A" CONCRETE TOTAL CU. YDS. 1,778
;TING
JER 8'-0„
v REINFORCED CONC FOOTING FOR
6' PRECAST MANHOLE
T1 OR T2 BAR
*
7" HK 7" HK
ALL BASES ARE MINIMUM 9" THICK
�
T -BAR
EXTENDED BASE OR CAST -IN-PLACE
REINFORCED CONCRETE BASE
NOT TO SCALE
A I b I c
FILE NAME: L:\Projects\EDEN\2011011500RA\CADD\Plan Set\2011011500 SHT DETAILS.dwg -#### -September 16, 2013 -Mark Satchel)
INC.,
—21
M�WDIIC
CKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
0 NTS NT
2" FULL SCALE
1 " = HALF SCALE
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aIL2
PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
28
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
A
I
B I
C
(v) 919.782.0495
NON -SHRINK GROUT
BULKHEAD AT EACH END FINISHED GRADE
www.wkdickson.com
SEE PLANS 5' MIN EXIST SEE PLANS
PROFESSIONAL SEAL
OF CASING PIPE
0 NTS NT
PAVEMENT
1 " = HALF SCALE r
STYROFOAM PLUG TO ASSIST \ . \\� \ \ , \\� \ \ , \\� \
1:1 THEORETICAL
SLOPE, TYP 1:1 SLOPE, TYP
O
GROUT PLACEMENT, ALL AROUND
Z
O
8" z_
STEEL CASING PIPE
M
CARRIER PIPE
U)i
3/8" STEEL z
SEE PLANS SEE PLANS
WA
3MIN z
H
DIP CARRIER PIPE
PLATE STRAP a
--------- --------- n
NOTE:
Lu—
5/8" Oxo" A325 BOLT W if
— — — — — — — — — — — — — — — — — — — w
U
> ' "•. NON -SHRINK GROUT SHALL BE W/HEX NUTS ON EA
1:1 THEORETICAL
�
"EUCO-N-S" BY THE EUCLID CHEMICAL SIDE OF SPIDER, TYP
"MASTERFLOW
ENTRY PIT SLOPE, TYP STEEL CASING RECEIVING PIT
PIPE
Q LU
E 0
COMPANY;
713" BY
W Z
a
�' '°•?x MASTER BUILDERS,
OR EQUAL.
cc C2C _ =
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Q�z o° 0
SEE RLANS
SEE RLANS
Z �w r Q�
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>\
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Q. C.: GF
Q.C. DATE: ----
co
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(n J
29
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d d
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2011011500RA
3
3/16 4
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+{•:fF:
//\X
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--------- --- ----------
/\/
/\\ /\\,
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ENTRY PIT PLAN GROUT ANNULUS OF RECEIVING PIT PLAN
PROVIDE 2" 0GALV STEEL DRAIN IN\/
PIPE ALIGNMENT GUIDE
SPACE BETWEEN
PAVEMENT OR AND
BULKHEAD AT EACH END OF CASING\\�
PIPE AND 1/3 CU YD OF CRUSHED / //\/
STONE AT DRAIN, WRAP STONE WITH j
RAIROAD TRACK CARRIER PIPES Bz
5' BEYOND TOE OF SHOULDER, CONSISTENT WITH
SLOPE OR EDGE TYP DETAIL FOR CASING 00
FILTER FABRIC ��\/�\/�\/�\/�\'
OF PAVEMENT DITCH PIPE PLUG (S-18) CARRIER P IPE
TYPICAL CASING PIPE PLUG
PIPE
3
CASING PIPE DETAIL
zQ y
z z Q�
NOT TO SCALE
POSITION STEPS
:......: .......... — `..y
AWAY FROM DROP
AS SHOWN
--.:...—.:—.:—.;�-^.:—.,.—,...—..——.:.—•:.--;..—.. 8" MIN z 18"1_
00
STEEL PIPE CARRIER
RUBBER
CASING PIPE FRONT VIEW SIDE VIEW
SEE DETAIL
77 BOOT
TYPICAL PIPE CROSSING DETAIL
INSIDE DROP BOWL SECURED
WITH STAINLESS STEEL
NOTES:
FASTENERS
1. DEPTH OF ENCASEMENT PIPE SHALL BE A MIN. OF 3BELOW THE SUBGRADE OF PAVEMENT OR A MIN. OF S BELOW TOP OF ASPHALT.
2. STEEL ENCASEMENT PIPE SHALL CONFORM TO ASTM A-139 WITH WALL THICKNESS AND GRADE AS DEFINED IN THE SPECIFICATIONS.
EXTERNAL PIPE
INLET
MINIMUM ALLOWABLE YIELD STRENGTH IS 35,000 PSI.
COUPLER
BORE/ENCASEMENT SHALL EXTEND FROM DITCH LINE TO DITCH LINE IN CUT SECTIONS.
Q
BORE/ENCASEMENT SHALL EXTEND 5 FEET BEYOND TOE OF SLOPE IN FILL SECTIONS.
LINEITARY
BORE/ENCASEMENT SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT IN SECTIONS WITH NO FILL OR DITCH.
STAINLESS STEEL PIPE BRACKET SECURED
3. CARRIER PIPE SHALL BE ADEQUATELY SUPPORTED THE ENTIRE LENGTH WITHIN THE CASING BY USING "SPIDER" STEEL SUPPORTS AT A
TO STRUCTURE WITH TWO STAINLESS
=
MAXIMUM OF 9 FOOT CENTERS (ONE AT EACH JOINT AND ONE INTERMEDIATE). OTHER METHODS MUST MEET APPROVAL OF THE
BOLTS.
ENGINEER OR OWNER.
(3' INTERVALS, MINIMUM 2)
LO
4. REFER TO PLANS 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
PVC DROP PIPE
AND TAPERED TO AVOID BLUNT END WHERE PITS ARE WITHIN OR NEAR CLEAR RECOVERY AREA.
2
6. EXCAVATION PROTECTION PLAN: CONTRACTOR SHALL PROVIDE SHEETING, SHORING, AND BRACING MATERIALS AND INSTALLATION
— 2
REQUIRED TO PROTECT EXCAVATIONS, ROADWAYS AND ADJACENT STRUCTURES AND PROPERTY; INCLUDE STRUCTURAL
INSIDE DROP BOWL SECTION A -A
CALCULATIONS TO SUPPORT PLAN. PREPARE EXCAVATION PROTECTION PLAN UNDER DIRECT SUPERVISION OF PROFESSIONAL
ENGINEER EXPERIENCED IN DESIGN OF THIS WORK AND LICENSED INSTATE OF NORTH CAROLINA. POSITIVE SHORING SHALL BE
ACCEPTABLE TO DISTRICT ENGINEER'S OFFICE AND THE NCDOT UTILITIES UNIT. STANDARD TRENCH BOX SHORING SHALL NOT BE
STAINLESS STEEL PIPE
CONSIDERED AN ACCEPTABLE PLAN WHERE EXCAVATIONS WITHIN NCDOT ARE GREATER THAN 10 FEET IN DEPTH AND ALSO ARE
BRACKET SECURED TO TOP...OF..MANHOLE.....
WITHIN THE THEORETICAL 1:1 SLOPE. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ENGINEERED EXCAVATION AND POSITIVE
STRUCTURE
SHORING PLAN INCLUDING GEOTECHNICAL AND STRUCTURAL CALCULATIONS IN ACCORDANCE ENCROACHMENT CRITERIA
W
CHECKLIST -POSITIVE SHORING NCDOT CONTROL OF ACCESS FACILITIES. PLAN SHALL BE SEALED BY NORTH CAROLINA REGISTERED
EXISTING
ENGINEER. NCDOT REVIEW OF THE SUBMITTAL MAYBE 6-12 WEEKS DEPENDING ON THE COMPLETENESS OF THE SUBMITTAL OR MORE
GRADE
° Q
IF THE GENERAL METHOD IS NOT ACCEPTED. THIS SUBMITTAL SHALL BE READY FOR SUBMISSION TO NCDOT DESIGN SERVICES UNIT
EXISTING GRADE
WITHIN 10 DAYS FROM NOTICE TO PROCEED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING APPROVAL FROM NCDOT AND ANY
:.. .....
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a.
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/ / /
ASSOCIATED DELAYS OR DELINQUENCIES EXPERIENCED DURING THE SUBMITTAL PROCESS.
7. ANNULUS SPACE BETWEEN ENCASEMENT PIPE AND CARRIER PIPE SHALL BE GROUTED.
\
/,\,\\�\\,
\\
Lu // //�
/// /�\
°
° °
ENCASEMENT PIPE UNDER HIGHWAYS & ROADS
PROVIDE
\\j\\j�
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NOT TO SCALE
LD
CONCRETE CAP\//\
(MIN 6"THICK)
\\ SECTION
B -B
z
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p \
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as ... CORE HOLE FOR INLET SANITARY NOTE: NO ENCA5EMENT REQUIRED FOR
4. —_—_—_—_—_—_— I ' I
5 GREATER THAN R SEWER LINES
LINE WITH CORING MACHINE AND PACE N 24'° FO
H
INSIDE FILLED . — — — — —
WITH SELECT
° � ° INSTALL RUBBER BOOT
B
BACKFILL I
'
_ _ _ _ _ _ _ _
— — — — — — — I I
I'
°,
5 -0
a
a EXISTING OR
r." PIPE 6,°
b
I a — — — — — — - I I
a
° PROPOSED
FU�LLyTRENCHLWIDTH — C.D.
I° . I — — — — — — — — I w
REMOVE 5 LF PIPE PLUG
° . MANHOLE
°
— — — — — — — —
I — — — — — — — -J _4 Q
PLUG WITH- — — — — — — —
I a
NON -SHRINK — — — — — — —
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MANHOLE) a _ _ _ _ _ _ _
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° ° PIPELINE G f PI P
I
6MI d G" MIN
PIPE TO BE
ABANDONED
MIN. 6" COMPACTED #57 STONE
BASE TO BE INSTALLED UNDER
NEW MANHOLE.
24" AMAX 24°' MAX'
a
:;,err: z��M1 -
1 ..� ...... = :.� .
4..- . 4w'ir S�.. <. ,.•yx• '.r...c"•. '.�...':n:h".:,. 'v: .O
.mak.
F. a`. Aa' ° 71
. a.. e.
:r,: «=fet:..:;>.::-�•ti..:
l,.a.�'t>{•':.r S:a M.
P ° CONTRACTOR TO REMOVE
NOTES:/
1 � f.
IJT f' 1
/ PIPE rL PRELINE
PIPELINE
°
5 LF (MIN), SEE NOTE 3.
`=
1.
PIPE AND FITTINGS FOR INSIDE DROP SHALL BE SDR 35 PVC CONFORMING TO ASTM SPECIFICATION
i" THICKGOMPRE5515LE
D3034.
M N JOINT FILLER MATERIAL
2.
BOTTOM BEND TO BE 45° SHORT BEND (TO PROVIDE SMOOTH TRANSITION INTO CHANNEL FLOW), BELL
NOTES:
NOTES:
BY SPIGOT, OF SDR 35 PVC SPIGOT SHALL REST DIRECTLY ON SHELF. CONSTRUCT TROUGH FROM
FROPOM FIMUNE OVER WSW PIF' PROPOSED PIPELINE UNDERIEXI5TING PIPE'
DROP EFFLUENT TO MAIN CHANNEL.
1. MANHOLE FRAME & COVER AND ANY PRECAST CONCRETE SECTIONS THAT
1. PIPE PLUG SYMBOLS ON PLANS ARE FOR REPRESENTATION ONLY. 3.
SECURE INSIDE DROP BOWL ASSEMBLY WITH STAINLESS STEEL PIPE BRACKETS. SECURE DROP PIPE
ARE REMOVED WILL REMAIN PROPERTY OF THE OWNER.
WITH MINIMUM OF TWO FASTENERS VERTICAL. ADD EXTRA BRACKETS TO MAINTAIN MAXIMUM SPACING
2. CONTRACTOR SHALL REMOVE 5 LF (MIN) OF EXISTING PIPE(S) CONNECTED
OF 3 -FEET. MINIMUM OF TWO STAINLESS BOLTS REQUIRED PER BRACKET.
2. ALL EXISTING MANHOLE ITEMS REMOVED SHALL BE DELIVERED TO A
TO MANHOLE AND PLUG THE PIPE TO BE ABANDONED.
CONCRETE CRADLE PROTECTION
STORAGE LOCATION SPECIFIED BY THE OWNER. FOR BID PURPOSES,
4.
CORE HOLE SHALL NOT ENTER CONE SECTION OR BE IN A JOINT.
STORAGE LOCATIONS IS PRESUMED TO BE PUBLIC WORKS KLYCE STREET.
3. CONTRACTOR MAY REMOVE MORE PIPE (AT CONTRACTORS DISCRETION) 5.
MINIMUM DIAMETER OF INSIDE DROP MANHOLE SHALL BE 5 -FEET.
FOR SEWER LINE CROSSINGS
WHEN A PROPOSED MANHOLE IS TO BE INSTALLED IN PLACE OF THE 6.
INTERIOR DROPS ARE NOT REQUIRED WHERE THE VERTICAL DROP IS LESS THAN OR EQUAL TO
EXISTING MANHOLE OR IF AN EXISTING PIPE IMPEDES THE CONNECTION
30 -INCHES ABOVE THE CROWN OF THE 36 -INCH INTERCEPTOR. WHERE THE DROP EXCEEDS 30 -INCHES,
NOT TO SCALE
MANHOLE ABANDONMENT
OF A NEW PIPE TO AN EXISTING OR PROPOSED MANHOLE.
REMOVE EXISTING MANHOLE (PIPE PLUG)
INTERIOR DROP SHALL BE CONSISTENT WITH THE INTERIOR BOWL ASSEMBLY.
INSIDE DROP MANHOLE CONNECTION
DRAFT
NOT TO SCALE
NOT TO SCALE
I NOT TO SCALE
A
I
B I
C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
0 NTS NT
2" = FULL SCALE
1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
29
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
A I
B
I
C
Urban Development + Geomatics
MAINTAIN CONTINUOUS
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
FLOWLINE
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
ECCENTRIC ECCENTRIC COUPLING FOR NOTES:
9. THE MANHOLE IS ANTICIPATED TO REQUIRE ITS BENCH AND 11.
THE ENGINEER WILL SPECIFY MANHOLES TO RECEIVE AN FINISHED GRADE - RESTORE TO
NT
BUSHING CONNECTING PIPES OF UNEQUAL
DIAMETER, OR APPROVED EQUAL 1. MANHOLE SHOWN IS A TYPICAL SHAPE. HOWEVER, MANHOLE
INVERT CHANNEL TO BE REBUILT. THE ENGINEER WILL
DETERMINE SUCH WORK BASED ON MANHOLE INSPECTIONS.
EXTERIOR COATING OF MORTAR. THE MORTAR SHALL BE MATCH EXISTING CONDITIONS. REFER
SPECIALLY DESIGNED FOR INSTALLATION ON VERTICAL, EXPOSED TO SPECIFICATIONS AND DETAILS.
r
SHAPES WILL VARY. CONTRACTOR SHALL DETERMINE ACTUAL
RE -BUILDING MAY BE REQUIRED IF THERE IS NO BENCHING, AND
SURFACES AS RECOMMENDED BY THE MORTAR MANUFACTURER.
O
N
SHAPE.
NO DEFINED INVERT CHANNEL OR IF THE EXISTING INVERT
THE MORTAR SHALL BE USED TO REPAIR BROKEN OR CRACKED
Z
CHANNEL IS MORE THAN 6 INCHES WIDER THAN THE INCOMING
AND OUTGOING PIPE DIAMETERS. EXISTING INVERT CHANNELS
MORTAR AND TO PATCH HOLES IN EXPOSED WALLS. ALL OLD ..... ..__.._.._.._._.._................................................................................................................................................................................................................................................................._.._ _.._ _................_....................................................
r -::_. _ ..
CRACKED MORTAR SHALL BE COMPLETELY REMOVED AND THE REMOVE EXCAVATED MATERIAL �
2. BID ITEM IS ON COATING EXISTING 4 -FOOT DIAMETER MANHOLE
WITH HYDROGEN SULFIDE RESISTANT CEMENTITIOUS LINER.
THAT ARE LESS THAN 6 INCHES WIDER THEN THE
INCOMING/OUTGOING PIPE DIAMETERS SHALL BE NARROWED TO
SUBSTRATE SURFACE SHALL BE CLEAN AND DRY PRIOR TO THE UNDER PAVED SURFACES
INSTALLING NEW 1 -INCH THICK MORTAR. MORTAR TO BE HB2 w
�......................
3. CEMENTITIOUS LINER SHALL NOT BE INSTALLED UNTIL ALL MAIN
PROVIDE A UNIFORM CHANNEL PER NOTE 6 AS PART OF THE
REPAIR MORTAR BY THOROC, SIKATOP 123 BY SIKA CORPORATION
_
--- II�III I J
I I—I I M 2'-0" MIN POINT REPAIR 2'-0" MIN w LL
EXIST PVC OR
MANHOLE REHABILITATION WORK AND AT NO ADDITIONAL COST.
OR APPROVED EQUAL.
_—_—
\ III—III- SEE NOTES —III—I of
0
VC/TC PIPE FLOW DUCTILE IRON PIPE SEWER, SERVICE LATERAL WORK WITHIN THE MANHOLE, AND
OTHER MANHOLE REHABILITATION WORK IS COMPLETED.
BENCHES AND INVERTS SHALL BE IN ACCORDANCE WITH
COMPACTED
—
I � I—I � I I i—� I I—I I I�j�� Q a
1,3,4 &5 > z
SOIL IN GRASSED III—III III—I
z0
STANDARD MANHOLE CONSTRUCTION.
LU
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•.. 9. 4. CONTRACTOR SHALL PROPERLY PREPARE SURFACE PRIOR TO
W
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AREAS/COMPACTED ABC STONE,/\ a a
I I I I=I I I I—
Lu
,. a' 6" MIN. (TO BE PLACED LINING IN STRICT ACCORDANCE WITH THE LINING
• :, ON UNDISTURBED EARTH) MANUFACTURER'S RECOMMENDATIONS. ALL MATERIAL REMOVED
'
10. ALL REHABILITATED MANHOLES SHALL BE VACUUM TESTED IN
ACCORDANCE WITH ASTM C-1244 EXCEPT THAT THE MINIMUM
FLOWABLE FILL OR SELECT \ — =I �/ Luo w
BACKFILL PAVED AREAS, SEE NOTE 2 / U)
0
° : ,. •• .
DURING THE PREPARATORY WORK INCLUDING PRESSURE
TEST TIME SHALL BE 1 MINUTE. VACUUM TESTING SHALL BE
W 0
/ z_
Ir Z
MIN. 12" MIN. 12 CLEANING SHALL BE REMOVED FROM THE MANHOLE AND
PERFORMED AFTER ALL MANHOLE REHABILITATION WORK IS
COMPLETE. TESTING SHALL INCLUDE VACUUM TESTING THE
J
\
•••••••••• •••••••••• •••
w
DISPOSED OF OFFSITE - NO MATERIAL SHALL BE ALLOWED TO
SECTION ENTER THE SEWERS. IN ADDITION, NO CHEMICALS USED FOR
FRAME -CHIMNEY INTERFACE. CONTRACTOR TO PERFORM ALL
=w0 w
o
CLEANING OTHER OPERATIONS SHALL BE ALLOWED TO ENTER
MANHOLE REHABILITATION WORK NECESSARY IN ORDER TO PASS
I
THE SEWER.. CEMENTITIOUS LINING SHALL BE MONOLITHICALLY
SPRAY APPLIED IN ONE PASS AND TROWELED SMOOTH AFTER
THE VACUUM TEST. THE CONTRACTOR SHALL REPAIR ALL LEAKS
AND SHALL RE -TEST MANHOLES THAT FAIL THE VACUUM TEST
EXISTING FRAME & COVER -
RESET, RAISE OR REPLACE
� 00
/\\
QLUz o°
AGGREGATE STONE FERNCO-1056 SERIES W/ STAINLESS APPLICATION.
3
REGARDLESS OF THE REASON FOR THE FAILURE (INCLUDING
WHERE SPECIFIED
EXISTING SAN SEWER \
3
BEDDING, MIN. 8" TOP & STEEL CLAMPS AND SHEAR RINGS,
SIDES, TYPICAL MISSION PRODUCTS 5. CONTRACTOR SHALL PROVIDE BYPASS PUMPING AS REQUIRED
LEAKS AT THE FRAME -CHIMNEY SEAL) AT NO ADDITIONAL COST
TO THE OWNER.
SPECIAL CEMENTITIOUS MORTAR
/ / /
PIPE MATERIAL VARIES \ \ \ \ /
H O Z
WHILE REHABILITATING MANHOLES. BYPASS PUMPING MUST BE
z O
ON OUTSIDE OF EXPOSED MANHOLE\/�\/
. /�\/� /�\ COMPACTED #67 STONE
2 T-
PERFORMED WHEN COATING THE INVERT CHANNELS WITH
N N N
WALLS WHERE SPECIFIED - SEE NOTE
T
CEw
W
GROUT. NO MATERIAL SHALL BE ALLOWED TO ENTER THE
SEWERS.
\��\��\
10. MIN. 1" THICKAND EXTENDED TO
ABOVE AND AROUND FRAME AS SHOWN.
NEW DIP SEWER PIPE RUBBER SLEEVE COUPLING WITH
LENGTH VARIES, SEE STAINLESS STEEL COMPRESSION
NOTE 7
aIL2
PROD. DATE: April 2013
3/4"fd SS ANCHOR / //� /` /`
BANDS AND SHEAR RINGS TYP.
r 6. PROVIDE ADDITIONAL CEMENTITIOUS MATERIAL AS NECESSARY
BOLTS, MIN 4" DEEP
EACH END. COUPLING TO BE MIN.
TO PROVIDE A MINIMUM 2" FALL FROM THE MANHOLE WALL TO
(4 REQ'D)
............"•.
6" WIDE. SEE DETAIL
THE INVERT CHANNEL. ANY AND ALL ADDITIONAL CEMENTITIOUS
EXIST PVC E I DUCTILE IRON PIPE MATERIAL REQUIRED TO PROVIDE THE 2" FALL SHALL BE
VC/TC PIPE
I •t
NOTES:
INCIDENTAL TO THE WORK AND SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR THE CEMENTITIOUS COATING. THE CONTRACTOR
8........
EXISTING MANHOLE WALL
................
/
1. THE SEQUENCE OF WORK FOR PERFORMING POINT REPAIRS SHALL BE AS FOLLOWS:
A. BYPASS PUMP FLOWS AROUND POINT REPAIR SEGMENT.
L IS ADVISED THAT MOST OF THE EXISTING BENCHES ARE FLAT.
i�� i�� i�� i��
B. EXCAVATE TO 8" BELOW EXISTING SEWER.
'•.., . •:.., • ...," .. PROVIDE CHANNEL IN BENCHING FOR SEWERS ENTERING..................
°
w
...n........,......
C. NEATLY CUT EXISTING SEWER AT EACH END OF POINT REPAIR AND REMOVE EXISTING SEWER COMPLETELY.
• MANHOLES ABOVE BENCHING. CHANNEL TO PROVIDE SMOOTH
°' ' ' '° ' •-.
~O
D. INSTALL #67 STONE TO SEWER INVERT ELEVATION AND COMPACT.
TRANSITION TO MAIN INVERT CHANNEL.
z
E. INSTALL NEW DIP SEWER AT A CONSTANT SLOPE BETWEEN THE TWO EXISTING PIPE ENDS. CONNECT THE NEW
DI69 IIETER
VARIES
TO THE RUBBER STONE BEDDING AS REQUIRED TO INSTALL
IAN IILL
6" CONCRETE 7. COAT INVERT CHANNELS WITH A QUICKSET NON -SHRINK GROUT
ELEVATION
PPE AND COUPLINSEWER FNG
IPE WITH H STONE.MOVE
GS VOIDS UNDER PTH
BOTTOM, TYPICAL TO PROVIDE A CONSTANT SLOPE BETWEEN INLET AND OUTLET
SEWERS WHEN SPECIFIED/REQUIRED BY THE ENGINEER.
EXISTING MANHOLE STEPS TO � .................
�
................ MIN. 1"THICK CEMENTITIOUS LINER ON
F. RETURN FLOW THROUGH PIPE.
PROVIDE ADDITIONAL MATERIAL AS NECESSARY TO PROVIDE A
REMAIN UNLESS DIRECTED
VERTICAL WALL TO 1" ABOVE BOTTOM
G. BACKFILL AND COMPACT AS SHOWN.
NOTE: UNIFORM INVERT CHANNEL THROUGH THE MANHOLE. THE WIDTH
OTHERWISE BY ENGINEER...............i..
I
� OF FRAME, SEE NOTES 2, 3, 4 & 5
e
2. UNNDER PAVED SURFACES ONLY, CONTRACTOR SHALL REMOVE EXCAVATED SOIL AND DISPOSE OF IT OFFSITE.
— SEE STANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING OF THE UNIFORM CHANNEL SHALL BE EQUAL TO THE INCOMING
8
CONTRACTOR SHALL IMPORT SELECT BACKFILL ABC STONE OR PIT GRAVEL FOR BACKFILLING FROM TOP OF #67
—
BEYOND COUPLING. AND OUTGOING PIPE DIAMETERS. THE FINISHED CHANNEL SHALL
I
STONE TO PAVEMENT SUBGRADE (FOR CITY STREETS WHERE EXCAVATED MATERIALS IS DEEMED UNSUITABLE)
BE SMOOTH AND FREE OF BURRS THAT WILL CATCH TOILET
PLUG VOIDS AROUND STEPS WITH
AND FLOWABLE FILL (FOR NCDOT ROADS). ALL COSTS OF SPECIAL BACKFILLING SHALL BE MADE AT THE UNIT
PAPER, DEBRIS, RAGS, ETC. SEE NOTE 8.
GROUT PRIOR TO INSTALLING .....
.........
................. EXISTING INVERT CHANNEL,
PRICES BID FOR STREET /ROAD REPAIRS.
8. AT WALUBENCH INTERFACE, INSTALL ADDITIONAL CEMENTITIOUS
STANDARD SEWER LINE COUPLING
CEMENTITIOUS LINER
COAT INVERT CHANNEL WITH
GROUT, SEE NOTES 4 & 6
3. SERVICE LATERALS LOCATED WITHIN POINT REPAIR SEGMENTS SHALL BE CONNECTED TO NEW SEWER WITH A
MATERIAL TO PROVIDE A SMOOTH TRANSITION FROM THE WALL
INLINE DIP WYE.
NOT TO SCALE TO THE BENCH AS SHOWN. MATERIAL SHALL BE MONOLITHICALLY
MIN. 1"THICK CEMENTITIOUS
APPLIED WITH THE WALL AND BENCH MATERIAL.
LINER ON BENCHING ALL
SEE NOTE 7
4. LENGTH OF POINT REPAIR WILL BE DETERMINED BY THE CONTRACTOR AND/OR THE ENGINEER AFTER REVEIWING
AROUND SEE NOTES 2, 3, 4 & 5
—
THE TELEVISION INSPECTION TAPES AND LOGS. THE CONTRACTOR SHALL EXTEND POINT REPAIRS IN THE FIELD
EXISTING BENCHING REBUILD WITH MIN. [1
. \
MIN..........2•' FALL ...�....... .......... / \
AS NECESSARY AND APPROVED BY THE ENGINEER TO CONNECT TO SOLID PIPE. LENGTHS SHOWN ON DRAWINGS
ARE ANTICIPATED TO BE MAXIMUM LENGTH OF REPLACEMENT.
3,600 PSI. QUICKSET CONCRETE TO
CROWN OF SEWERS WHERE DIRECTED Y
5. THE CONTRACTOR SHALL USE A TRENCH BOX OR SHEETING AND SHORING IN ACCORDANCE WITH OSHA
REGULATIONS TO SUPPORT THE TRENCH WALLS DURING THIS WORK. THE CONTRATOR WILL NOT BE ALLOWED
BY THE ENGINEER - SEE NOTE 8
\ I
TO SLOPE TRENCH WALLS.
\ �
1
..............._...........................,...:.........................................
6. REFER TO DETAILS FOR CONNECTING TO MANHOLES.
I..a aa.
a .. �
a
........:.........:n..:..:.......:......"................:.........................a........... ,.......
d'
,........ '........ ,......... ,.........,.......a............................:.....:...:...........# � — i
7. ALL PIPE USED FOR POINT REPAIRS SHALL BE DUCTILE IRON PIPE (DIP).
2 — REHABILITATION OF EXISTING MANHOLE
TYPICAL POINT REPAIR
2
NOT TO SCALE
NOT TO SCALE
SOLID OR WATERTIGHT
FRAME AND COVER, AS
DIRECTED ON PLANS
TWO 4" GALVANIZED
WELDED 2'-0" ABOVE 100 YR FLOOD ELEV STEEL 90' ELBOWS
NOTES:
4" GALVANIZED STEEL PIPE 1. ALL WORK AND MATERIALS TO BE IN ACCORDANCE
3/4"0 SS ANCHOR
WITH THE STANDARD SPECIFICATIONS AND DETAILS.
ECCENTRIC MANHOLE CONES MAY BE USED ON 8"
BOLTS, MIN 4" DEEP WATERTIGHT FRAME WITH 2. THIS DETAIL DEPICTS AN EXISTING BRICK MANHOLE
(4 REQ'D) SOLID CAM LOCK COVER
WITH ATYPICAL CHIMNEY SECTION.
LO
w AND 10" SEWER MAINS. FLAT TOP MANHOLES MAY BE
0 REQUIRED. CONTRACTOR TO REFERENCE PLANS
z
INSECT SCREEN
TOP
POUR CONCRETE ANCHOR FOR
STABILIZATION 3 CU FT MIN
mm�
OF MANHOLE 3. CONTRACTOR TO MEASURE THE INSIDE DIAMETER OF
EXISTING MANHOLE TO SELECT APPROPRIATE
w DIAMETER OF NEW RISERS.
Lu
Lu 0
w
cn
CD
zSTEPS AS
of
REQUIRED
VENT
I
4. CONTRACTOR TO REMOVE EXISTING WALLS TO SOLID
U)
X
EXISTING
GRADE ........
EXISTING GRADE STRUCTURE (TO AT LEAST BELOW THE CONE OR
w
_ y
,........... �.........
I
CHIMNEY SECTION) OR TO THEIR SPECIFIED
LOCATION. THE LIMITS OF REMOVAL SHALL BE
/ / APPROVED BY THE ENGINEER IN THE FIELD.
I
\\� \\� CONTRACTOR TO ALSO REMOVE EXISTING FRAMES
AND COVER, VENT PIPES AND ALL APPURTENANCES,
//A \
\z
TEE PIPE WITH
/ / ETC. CONTRACTOR TO DISPOSE OF ALL MATERIALS
/\
z
�a
\
FLEXIBLE BOOTI
FLUSH WITH WALL I
\
\ \ \ OFF-SITE.
/
.....
O
x
w
FLOW I
b
M IREMOVE
5. CONTRACTOR TO INSTALL NEW RISER AND CONE
........... w
PORTION OF cn
Of w
Q �
I
SECTIONS AS NECESSARY TO EXTEND THE MANHOLE
TO THE SPECIFIED/APPROVED ELEVATION. THE FINAL
EXISTING MANHOLE, SEE w
O
/
I I
\� ELEVATION MAY BE HIGHER THAN, LOWER THAN OR
NOTES 3&4 0
w
a . I�
/ EQUAL TO THE EXISTING ELEVATION. THIS DETAIL
MIN 8" WIDE BUTYL RUBBER SEAL
DIAMETER VARIES ON ALL BELOW -GRADE JOINTS
w Lu
_
\
'RISER
/%—MANHOLE
I I
I
ILLUSTRATES A HIGHER ELEVATION. THE
CONTRACTOR SHALL DETERMINE THE REQUIRED
AND CONE HEIGHTS TO MEET THE SPECIFIED
w
FIELD VERIFY z
FILL INSIDE JOINT WITH SEE NOTE 3
' I
NON -SHRINK GROUT,
ELEVATION. ENGINEER SHALL APPROVE FINAL
SEE NOTE 6 CONCRETE COLLAR ALL
a
ELEVATIONS IN THE FIELD. BOTTOM RISER TO BE
. , a
AROUND, SEE NOTE 6
VENT PIPING "" """ MH RING &COVER
I I
PROVIDED WITH A FLAT JOINT UNLESS OTHERWISE
,.
W/INSECT SCREEN
I I
APPROVED.
I
PLAN VIEW POUR CONCRETE ANCHOR AROUNDI
I
6. CONTRACTOR TO INSTALL NEW RISER
SECTION/EXISTING WALL JOINT TO BE PROVIDE A
I INSTALL 2 PIECES BUTYL
RUBBER UNDER RISER SECTION
1
NOTES:
BOTTOM OF VENT (3 CU FT MIN) I
I
I I
LEAK -TIGHT JOINT. THE CONTRACTOR SHALL
PERFORM ALL WORK NECESSARY TO PROVIDE A
LEAK -TIGHT SEAL. WHERE POSSIBLE, BUTYL RUBBER
� I
WHERE POSSIBLE -SEE NOTE 6
EXISTING MANHOLE STEPS
WHERE APPLICABLE I FOR EXISTING MANHOLE
1
•••• •••••••••• •••••••••• •••••••••• •••••••••• ••••• •• ••••••• I••••••••••
•••••••••• •••••••••• •••••••••• •••••••••• SEALANT SHALL BE PROVIDED UNDER THE NEW RISER
I REHABILITATION, SEE DETAIL
1. VENT PIPE OPENING IN PRECAST CONCRETE MANHOLE WALL SHALL BE
CORED WITH A CONCRETE CORING MACHINE. FOR BRICK/MORTAR,
FLOW I I
~ I
SECTION. IN ALL CASES, A CONCRETE COLLAR SHALLI
BE POURED AROUND THE JOINT. COLLAR TO BE
~ MINIMUM 6 INCHES WIDE AND 12 INCHES HIGH
EXISTING MANHOLE I I THIS SHEET
WALL, SEE NOTE 2 I
PROVIDE NEAT OPENING AND FILL AROUND WITH NON -BRINK GROUT.
I
L
CENTERED ON JOINT ALL AROUND. ON THE INSIDE OF
� L
... .. ..
2. LOCATION OF VENT PIPE SHALL BE AS DIRECTED BY THE
THE JOINT, CONTRACTOR TO SEAL JOINT WITH
..
CONSTRUCTION INSPECTOR WITH VENT TO BE ELEVATED AT LEAST 2
NON -SHRINK GROUT. GROUT TO COMPLETELY FILL
JOINT AND SHALL EXTEND AT LEAST 6 INCHES EACH
FEET ABOVE THE 100 YEAR FLOOD ELEVATION ORAS SHOWN ON PLANS.
SIDE OF JOINT ALL AROUND. GROUT TO BE TAPERED
......... :.........
....
TO THE EXISTING WALL SECTION BELOW THE JOINT.
ELEVATION VIEW GROUT TO BE RESISTANT TO HYDROGEN
-SULFIDE.
� I
MANHOLE VENT INSTALLATION
...................................................................................................................................................................................................................#
(EXISTING MANHOLE)
RAISE
AND REPLACE EXISTING MANHOLE
NOT TO SCALE
NOT TO SCALE DRAFT_-,,
A I
b
I
C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
0 NTS
NT
2" FULL SCALE
1 " = HALF SCALE
r
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aIL2
PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
30
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
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(v) 919.782.0495
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MILL MINIMUM 1.5 INCHES BY 5 FEET EACH DIRECTION
12" 12" 12" 12"
0 NTS NT
2" = FULL SCALE
FROM THE EDGE LINE OF PAVEMENT CUT AND TO
CO
O
N
S MIN CENTERLINE OF ROADWAY 5' MIN
Z
ROAD SURFACE 6" THICK CRUSHED STONE
I-
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OR GRAVEL BACKFILL
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TYPE S9.513 OVERLAY, MINIMUM
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AN OVERLAY MAY C TRENCH 1-1/2" THICK, WIDTH AS
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BE REQUIRED SPECIFIED ON CONTRACT
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DRAWINGS
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BITUMINOUS CONCRETE CITY ROADS: 8" MIN AGGREGATE BASE COURSE, TYPE
6"
SURFACE COURSE TYPE ABC
NCDOT ROADS: 10" MIN ASPHALT CONCRETE BASE
CL
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MECHANICALLY N
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SAW CUT
12" 12"
(AASHTO T-99)
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EXISTING ABC EXISTING
Q. C.: GF
Q.C. DATE: ----
ASPHALT
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- EMBEDMENT ZONE
31
TYPE 1 TYPE 2
2011011500RA
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( NOTE 2 ) FLAT BOTTOM TRENCH WITH BACKFILL
UNDISTURBED
.?w' _
FLAT BOTTOM TRENCH WITH LOOSE DIRT LIGHTLY CONSOLIDATED TO CENTERLINE OF
EARTH
VARIES
6"
N
(FLAT BOTTOM IS DEFINED AS PIPE (FLAT BOTTOM IS DEFINED AS
MECHANICALLY
UNDISTURBED EARTH) UNDISTURBED EARTH)
If- iT
COMPACTED BACKFILL, p 11
6" LAYERS, 95%
3
STANDARD PROCTOR N 3
-1
(AASHTOT-99)
TYPICAL TRENCH BACKFILL GRAVEL DRIVE REPAIR
NOT TO SCALE
EMBEDMENT ZONE
UNDISTURBED
TYPE 3
EARTH
VARIES
PIPE BEDDED IN 4" MINIMUM LOOSE SOIL WITH BACKFILL
FINISH GRADE
LIGHTLY CONSOLIDATED TO TOP OF PIPE (LOOSE SOIL IS DEFINED AS NATIVE SOIL
12" 12"
EXCAVATED FROM THE TRENCH, FREE OF ROCK, ORGANIC MATERIAL, FOREIGN MATERIALS
PIPE
AND FROZEN EARTH.)
O.D.
NOTES:
12" 1 12" 12 12
UNDISTURBED FINAL COMPACTED BACKFILL IN 6"
LIFTS95% STANDARD PROCTOR
1.
DETAIL AS SHOWN IS APPROPRIATE FOR NCDOT AND CITY OWNED/MAINTAINED STREETS AND ROADS AND PRIVATELY
SOIL ,
OWNED/MAINTAINED STREETS AND ROADS. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH DRY SOIL OR ABC
NO. 67 STONE BEDDING, 6" MIN.
STONE USING MAXIMUM 6" LIFTS TO WITHIN 10" OF THE ROAD SURFACE. THE BACKFILL SHALL BE COMPACTED PER ASTM D698
HAUNCHING AND INITIAL
TO A DENSITY OF 95% OF STANDARD PROCTOR.
BACKFILL
2.
FOR NCDOT OWNED/MAINTAINED ROADS, THE TRENCH SHALL BE BACKFILLED AND COMPACTED USING FLOWABLE FILL OR
TAMP WELL UNDER
AGGREGATE BASE COURSE TYPE ABC STONE TO WITHIN 12" OF THE ROAD SURFACE. WHERE ABC STONE IS USED AND ALLOWED
BY NCDOT, IT SHALL BE COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE
BOTTOM HALF OF PIPE 6" MIN.
MATERIAL IN ACCORDANCE WITH AASHTO 99 AS MODIFIED BY NCDOT.
FOUNDATION STONE - 6", NO. 67
3.
FOR NCDOT OWNED/ MAINTAINED ROADS, THE FINAL 1' OF FILL SHALL CONSIST OF A MINIMUM OF 10 -INCHES OF ASPHALT
WHEN ROCK IS ENCOUNTERED
_
CONCRETE BASE COURSE TYPE B25.0B.
..,,, ; •T „ ; ,,.., .;:
(MAY NOT BE REQUIRED)
4.
THE ENTIRE THICKNESS/VERTICAL EDGE SHALL BE TACKED.
NOTES:
TYPE 5
5.
FOR ALL ROADS, THE SAME DEPTH OF PAVEMENT WHICH EXISTS SHALL BE REINSTALLED BUT IN NO CASE SHALL THE ASPHALT
TYPE 4
1. FOUNDATION STONE SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE
BE LESS THAN 2-1/2 INCHES THICK FOR NCDOT ROADS.
PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
GRANULAR MATERIAL, 4" MINIMUM UNDER PIPE.
UNSUITABLE OR ROCK IS ENCOUNTERED.
6.
THE PAVEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT.
PIPE BEDDED IN SAND, GRAVEL, OR CRUSHED
STONE TO A DEPTH OF 1/8 PIPE DIAMETER, 4" COMPACTED GRANULAR OR SELECT MATERIAL TO TOP
2. NO ROCKS OR BOULDERS 8" IN DIAMETER OR GREATER IS ALLOWED IN FINAL
7.
THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH LEVEL PATCH.
OF PIPE. (APPROXIMATELY 90 PERCENT STANDARD
ERC
MINIMUM WITH BACKFILL COMPACTED TO TOP
BACKFILL.
PRCMAT AASTO
OF PIPE.
8.
THE CONTRACTOR SHALL PROVIDE A COMPACTION TEST EVERY 50' OR ONE PER OPEN CUT SECTION WHERE OPEN CUT IS LESS
(APPROXIMATELY 80 PERCENT STANDARD (SELECT MATERIAL IS DEFINED AS NATIVE SOIL
3. ALL FINAL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL. IF
THAN 50' AND WHERE ABC STONE IS USED. SHOULD FLOWABLE FILL BE REQUIRED, IN-PLACE DENSITY TESTING WILL NOT BE
PROCTOR, AASHTO T-99) EXCAVATED FROM THE TRENCH, FREE OF ROCKS,
INSUFFICIENT SUITABLE NATIVE MATERIAL IS AVAILABLE TO COMPLETE
PERFORMED. THE COST OF THE IN-PLACE DENSITY TESTING SHALL BE COVERED BY THE TEST ALLOWANCE.
ORGANIC MATERIAL, FOREIGN MATERIALS AND FROZEN
BACKFILL, SELECT BACKFILL SHALL BE PROVIDED AT DIRECTION OF OWNER'S
NOTES: EARTH)
PROJECT REPRESENTATIVE OR ENGINEER.
9.
THE LOCATION AND DIMENSIONS OF OVERLAYS ARE SHOWN ON THE PLANS. THE DIMENSIONS SHOWN IN THE DETAIL ARE A
MINIMUM. PLANS INDICATE WHERE OVERLAYS MAY BE WIDER.
1. TYPE 2 AND TYPE 3 SHALL BE THE SELECTED EMBEDMENT CONDITION FOR ALL DUCTILE IRON MAIN 14 -INCH
4. IF IN EASEMENT 4" TOPSOIL AND 12" CLEAN, SELECT FILL IS REQUIRED.
10.
WHERE OPEN CUT CONSTRUCTION REQUIRES ROAD CLOSURE, CONTRACTOR SHALL BE RESPONSIBLE FOR A TRAFFIC CONTROL
AND LARGER UNLESS ACTUAL LAYING CONDITIONS REQUIRE MORE STRINGENT (TYPE 4 OR 5) EMBEDMENT.
TYPICAL C900/ C905 PVC AND FRP EMBEDMENT DETAIL
PLAN SUBMITTAL. REFERENCE G1 TRAFFIC CONTROL GENERAL NOTES.
2. FOR NORMAL PIPE SIZES 14 INCH AND LARGER, CONSIDERATION SHOULD BE GIVEN TO THE USE OF LAYING
NOT TO SCALE
11.
THE CONTRACTOR SHALL CONDUCT A CONFERENCE CALL WITH NCDOT PRIOR TO OPEN CUT TO DISCUSS CONSTRUCTION
CONDITIONS OTHER THAN TYPE 1.
SEQUENCE AND PERMITTED TIME OF OPEN CUT.
3. CONSIDERATION OF THE PIPE -ZONE EMBEDMENT CONDITIONS INCLUDED IN THIS FIGURE MAY BE INFLUENCE BY
2 -
12.
FOR EXISTING ASPHALT DRIVEWAY REPAIR, MATCH EXISTING ASPHALT SURFACE THICKNESS.
2
FACTORS OTHER THAN PIPE STRENGTH. FOR ADDITIONAL INFORMATION ON PIPE BEDDING AND BACKFILL, SEE
ANSI/AVWVA C600.
13.
IF AN ASPHALT PATCH CAN NOT BE ACCOMPLISHED THE SAME DAY DUE TO MATERIAL AVAILABILITY OR TIME RESTRICTIONS, THE
CUT SHALL BE COMPLETELY FILLED TO THE SURFACE WITH ABC STONE OR FLOWABLE FILL PER NCDOT STANDARDS AND
4. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE
SPECIFICATIONS. ONCE THE CUT IS FILLED, A MINIMUM 3/4 -INCH STEEL PLATE SHALL BE PLACED AND PINNED TO PREVENT
SHORING AND BRACING.
MOVEMENT. PLATES SHALL BE DESIGNED LARGE ENOUGH TO SPAN A MINIMUM OF 1 -FOOT ON ALL SIDES ON THE PAVEMENT
FINISHED GRADE
CUT. THE PROPER ASPHALT REPAIR SHALL BE DONE WITHIN 48 -HOURS OF THE INITIAL CUT OR DAMAGES AS ENFORCEABLE
5. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
THROUGH NCDOT'S ENCROACHMENT APPROVAL MAY BE ASSESSED TO CONTRACTOR BY THE DISTRICT ENGINEER'S OFFICE.
6. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
14.
FLOWABLE FILL SHALL CURE FOR 24 -HOURS PRIOR TO ANY ASPHALT MATERIAL PLACEMENT. FLOWABLE FILL BLEED WATER
SHALL NOT BE PRESENT DURING PAVING OPERATIONS. PAVING SHALL NOT CAUSE DAMAGE TO THE FLOWABLE FILL.
7. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
15.
PAYMENT WIDTH FOR GRAVEL, CONCRETE AND/OR ASPHALT DRIVES, PARKING AND ROADS SHALL BE EQUAL TO THE LARGEST
8. ACHIEVE 80% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
�'\//\� \�\
OUTSIDE DIAMETER OF THE PIPE PLUS 12 -INCHES ON EACH SIDE OF THE PIPE, MEASURED AT THE TOP OF THE PIPE. ADDITIONAL
PAYMENT MAY BE CONSIDERED WHERE ADDITIONAL TRENCH WIDTH IS NECESSITATED BY OSHA GUIDE LINES AND REGULATIONS
9. IF IN EASEMENT 4" TOPSOIL, AND 12" CLEAN SELECT FILL IS REQUIRED.
/
REGARDING TRENCH PROTECTION AND SHORING AND SPACE TO ACCOMMODATE THE PIPE AT THE PROPOSED DEPTH. IN SUCH
�\
CASE, CONTRACTOR SHALL OBTAIN PRE -APPROVAL FOR MAKING A WIDER TRENCH CUT. OTHERWISE, ANY REQUEST AFTER THE
WIDER TRENCH IS MADE SHALL BE DENIED.
10. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
LL�
Y ���
UNDISTURBED SOIL
m ��
16.
BEDDING AND EMBEDMENT OF PIPE SHALL BE CONSISTENT WITH PIPE MATERIAL.
�� j
z
TYPICAL DUCTILE IRON MAIN EMBEDMENT DETAIL
LL
TYPICAL TRENCH BACKFILL
NOT TO SCALE��
AND PAVEMENT REPAIR
_
NOT TO SCALE
6" COMPACTED
NO. 67 STONE NEW CONC. TO BE 3000 PSI. MATCH
/\\�
EXISTING DEPTH EXISTING CONC BUT
SAW CUT AND REMOVE NO LESS THAN 8".
j� `. �j� q
� (V
�� ��
MAX PAYMENT LIMIT
MAX RESTORE GRADE TO
EXISTING PAVEMENT
�
(W)= O.D. +2'-0" ORIGINAL GROUND
EXPANSION JOINT MATERIAL
BORE 1 1/8" DIA., 1'-0"
v
Q / ` '
m
SURFACE ELEVATION.
PIPE
AND MASTIC SEALANT, AS
ON CENTER ALONG
�\ :::.%
CUT REQUIRED BY THE NCDOT
j�� :r
O.D.
STANDARD SPECS.
12" 12"
TYP TYP
VARIES
6" #67 STONE
MECHANICALLY NJ
WHEN ROCK IS 6" O.D. OF PIPE 6"
COMPACTED BACKFILL,
ENCOUNTERED
SEE NOTE 3 (VARIES WITH
6" LAYERS, 95%
12" O.D. OF PIPE 12"
CARRIER PIPE PIPE BACKFILL CLASS)
STANDARD PROCTOR
(AASHTO T-99)
NOTES:
1 6
UNDISTURBED SEE NOTE 2
EARTH 1
1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
SEE NOTE 1
TYP
INSIDE FACE OF THE SHORING AND BRACING.
UNDISTURBED
NON -WOVEN
EARTH
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
GEOTEXTILE
FABRIC FILTER
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
NOTE:
4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON -TRAFFIC AREAS.
NOTES:
1. PAVEMENT CUTS OVER 5'-0" IN WIDTH SHALL BE REINFORCED TO
1. 8" DEEP NO. 57 STONE OR EQUAL WRAPPED IN NON -WOVEN GEOTEXTILE FILTER
NCDOT STANDARDS.
FABRIC LIGHTLY COMPACTED. OVERLAP FABRIC BY MINIMUM ONE PIPE O.D.
2. WHEN EXISTING CONCRETE JOINT IS WITHIN 5 FEET OF TRENCH,
TRENCH BOTTOM DIMENSIONS & BACKFILLING
REMOVE AND REPLACE CONCRETE TO JOINT.
2. 4" DEEP NO. 57 STONE OR EQUAL LIGHTLY COMPACTED PIPE BEDDING.
REQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY &
3. GENERAL BACKFILL COMPACTED TO 90% STANDARD PROCTOR DENSITY IN 6"
3. BEDDING AND EMBEDMENT OF PIPE SHALL BE CONSISTENT WITH PIPE
MATERIAL.
REINFORCED CONCRETE PIPE
MAXIMUM LIFTS.
TYPICAL TRENCH BACKFILL
NOT TO SCALE
CONCRETE PAVEMENT REPAIR
TYPICAL TRENCH BACKFILL
UNSUITABLE SUBGRADE DRAFT
NOT TO SCALE
NOT TO SCALE
A
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I
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919. 782. 9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
0 NTS NT
2" = FULL SCALE
1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
31
PROJ. NO.:
2011011500RA

COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
A
I
Raleigh, NC 27607
B
(v) 919.782.0495
I
(17 919.782.9672
C
www.wkdickson.com
AERIAL PIPE CROSSING
FULL SCALE: 1 "= NTS
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NT
2" FULLSCALE
1 " = HALF SCALE
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GENERAL NOTES:Cr
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ALL MATERIALS UTILIZED ON THESE DETAIL SHEETS SHALL CONFORM TO THE APPROPRIATE
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SECTIONS OF THE SPEOFFI 431IN�1.BLIC UTILITIES HANDBOOK UNLESS NOTED OTHERWISE
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AND RUBBER RETAINERS. BOLTS FOR RESTRAINED JOINTS (IF APPLICABLE} SHALL CONFORM TO
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CONCRETE PROPERTIES SHALL BE AS FOLLOWS:
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CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
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NOMINAL SLUMP = 4 INCHES
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WATER/CEMENTITOUS MATERIALS RATIO - 0.45 (MAX)
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PIPE JOINT, TYP
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CONCRETE SHALL BE COMPOSED OF CEMENT, WATER, COARSE AGGREGATES, FINE AGGREGATES
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NON -SHRINK DIP CARRIER E----//
AND AIR. CEMENT SHALL BE TYPE 1/11 OR II IN ACCORDANCE WITH ASTM C-150. MATERIAL
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REQUIREMENTS FOR ALL FINE AND COARSE AGGREGATES SHALL CONFORM TO ASTM C-33.
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COARSE AGGREGATE SHALL BE SIZE No. 57 OR 67. AN APPROVED CLASS 'F' FLYASH MAY BE
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F MANHOLE 3/4 STAINLESS STEEL
ANCHOR BOLTS
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CONVENTIONAL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 AND SHALL BE
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—EXISTING GRADE
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PLACED IN ACCORDANCE WITH RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS
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(LATEST EDITION) AS PUBLISHED BY THE CONCRETE REINFORCING INSTITUTE, SPLICES SHALL BE
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CLASS 'B` CONFORMING TO THE PROVISIONS OF ACI 318 - "BUILDING CODE REQUIREMENTS FOR
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NEOPRENE BEARING PADS SHALL BE FORMED FROM PREVIOUSLY UNVULCANIZED, 100% VIRGIN
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NEOPRENE, WITH DUROMETER HARDNESS = 50.
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PILES SHALL BE STRUCTURAL STEEL HP12x53 PILES AND SHALL CONFORM TO THE
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REQUIREMENTS OF ASTM AX PILES SHALL BE DRIVEN TO DEPTHS REQUIRED TO OBTAIN AN
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ULTIMATE BEARING CAPACITY OF NOT LESS THAN TWO TIMES THE DESIGN LOADING OF 30
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TONS, PILES SHALL PENETRATE A MINIMUM OF FIFTEEN FEET INTO UNDISTURBED SOIL. IN
x m _ a w o w
F- t W
? z i:Ll w�'
I
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—
MANHOLE PIPE SUPPORT,'
DRIVING PILES, A METHOD APPROVED BY THE ENGINEER SHALL BE USED WHEREBY THE HEAD
I I
a a w �I o w �,�
1 a
I <
� c
M P -W ,�
OF THE PILE IS NOT DAMAGED. IF REQUESTED BY THE ENGINEER, PILES SHALL BE TESTED TO
a o w < as o .� ca
a m z Cr
I�_
�o a
c� w ¢
I m 2-a
€ " SEE DWG S-14
3J4 STAINLESS STEEL
DETERMINE THE ULTIMATE CAPACITY OF THE PILES. THE METHOD OF LOAD TESTING SHALL
o m a r
8'-0" w
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ao ,�,
ICL I
ANCHOR BOLTS
CONFORM TO ASTM D1143 AND THE NORTH CAROLINA STATE BUILDING CODE. WHERE PILES
I
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ARE EXPOSED, PILES SHALL BE PAINTED AND/OR COATED IN ACCORDANCE WITH THE CITY
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SPECIFICATIONS.
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V)oz z i
PIPE IS USED IN LIEU OF DUCTILE IRON
AERIAL PIPE CROSSING
v
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PIPE CROSSING
PIPE FOR CARRIER PIPE. j
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TYPICAL PIPE SECTION
AERIAL PIPE CROSSING
0 < X « V
AERIAL PIPE CROSSING
if
I STEEL CASING PIPE ELEVATION
I
I
AND ELEVATION
i GENERAL NOTES
F TYPICAL PLAN
DWG. ND.
I
OY No,
DWG, NO,
IS
DWG. N0.15-12
1
I -13
5-10
2—
2
114"x3° GALV. STRAP WITH
1J4"x2 1/2' NEOPRENE PAD
i
2-1/4"x3" GALV STRAPS WITH
1/4"x2 1/2" NEOPRENE PAD
1 J4"x3" GALV. STRAP WITH
11/4"x3*
f4"x2 1/2" NEOPRENE PAD
ADHERED TO STRAP SNUG FIT
jl
ADHERED TO STRAP
(SEE NOTE 5)
1/4"x6* NEOPRENE PAD
D
ADHERED TO STRAP
1/4"x6" NEOPRENE
PAD ADHERED
(SEE NOTE 4)
1 f4"x6' NEOPRENE PAD
D
ADHERED TO SADDLE 314' 0
TO
ADHERED TO SADDLE
314° 0 STAINLESS
ANCHOR BOLTS,
1 } ASTM A307 OR A36 I
I I
SADDLE SNUG FIT
3/4"0 GALV
1
I
T 1
STEEL ANCHOR BOLTS,
ASTM A307 OR A36
SEE NOTE 4 f SEE NOTE 4
ANCHOR BOLTS #3 STIRRUPS
@6", TYP
ASTM A307
SEE NOTE 3
SEE NOTE 3
FOR BAR SIZE FOR BAR SIZE
FOR BAR SIZE
FOR BAR SIZE
AND SPACING AND SPACING
OR A36 4-#4, TYP
AND SPACING
AND SPACING
3 '
I<
i
= B
I �-
e t 120' 4_ #4
C
#3 STIRRUP
#3 STIRRUP
I BELOW PIPE
z
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~
I z\ \+�
\
�, \
(BEYOND)
3 3
�5
#3 CIRCULAR
1 m
—
D C
1
I HP12x53 HP 12x53 2 i I 12 HOOPS, TYP
STEEL PILE STEEL PILE
' i
HP12x53 STEEL PILE
3 I
I12
—
�._w ; NOTES:
j CASING "H" ;THICKNESS PIER FOOTING FOOTING 1, SHALLOW FOUNDATION DESIGN SHOWN ON THIS DETAIL IS
FOR
SEE
PILE SPLICE,
DWG S-18 „
D
i
FOR PILE SPLICE,
SEE DWG 5-18 18"
F
18"
I PIPE DIA. FT. A WIDTH LENGTH WIDTH BASED ON THE FOLLOWING PARAMETERS:
°D° {IN.) () " " {IN,) "B' ` "C' "D' ' ALLOWABLE SOIL BEARING CAPACITY = 2000 PSF
18' 18"
18 B 18"
(FT.) (FT.) (FT.)
_
_____ _ _ CONCRETE COMPRESSIVE STRENGTH = 4000 PSI
E
I I g6 12 V-4" 5,_6'P 3-O° GRADE 60 REINFORCING STEEL
A
I 8 12 V-4" 6'-3" 3'-0' MAXIMUM STREAM VELOCITY = 10 FT/SEC
6-12 MAXIMUM SUPPORT HEIGHT (H) = 12'-0'
10 12 2°-4" W -8 -
}
IF IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
i 12 12 V-4" 7'-2" 3"-O"
NOTES:
PARAMETERS, THE FOUNDATION DESIGN SHALL BE REVIEWED
5 6 12 8'-0' 3'-0' BY THE ENGINEER, I
PORTED PIER FOUNDATION DESIGN SHOWN ON
' 1. THIS DEPILE TAIL S BASED ON THE FOLLOWING PARAMETERS:
CASING PIER FOOTING PIER FOOTING E FOOTING ' PILE I
PIPE
E THICKNESS! SPACINGT) I
S-6"
j 14-20 2.IF SUBGRADE AT LOCATION OF SUPPORTS S DEEMED UNABLE
I 10 12 3'-0" V-10" 3'-0"
WIDTH OF PILE OAP
NOTES:
I MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
I CONCRETE COMPRESSIVE STRENGTH =4060 PSI
(IN.) A' (IN.) (IN)
;'C° (FT.) ( "0' (FT.)
"EN{�)
'
3 TO WITHSTAND 2000 PSF BEARING PRESSURE, A PILE
---
12 14 3'-0" lo' -6" 3'-0° SUPPORTED FOUNDATION SHALL BE UTILIZED AS PER DRAWING
___..
I -- - --- -- -
3
1. PILE SUPPORTED FOUNDATION DESIGN SHOWN ON THIS
GRADE 6O REINFORCING STEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
6-12 a2 2D
2'-4" 3'-D"
6'-6" 3'-D"
� 6 14 S-8" B'-9' 4'-6" 5-15.
CASING PIPE TOTAL PILE
DETAIL IS BASED UPON THE FOLLOWING PARAMETERS:
I
I a 8 14 3'-8" 10'-D' 4' -fl"
22-28 3. IF BEDROCK IS ENCOUNTERED WHICH WILL PREVENT 3 -FEET
DIAMETER j WIDTH SPACING #
MINIMUM CAPACITY OF HP12x53 PILE = 30 TONS
IF FIELD CONDITIONS REE FO ANY DEVIATION FROM
THESE PARAMETERS THE FOUNDATION DESIGN SHALL BE
10 14 S-8' 11'-0" 4'-0" MINIMUM COVER OVER FOOTING, DOWELS SHALL BE DRILLED
IN, "A" FT, I "B" FT.
a ( ) 3 ,
CONCRETE COMPRESSIVE STRENGTH = 4000 PS!
REVIEWED BY THE ENGINEER.
14-20 12 20
3'-0" 3'-0"
8'-0" 5'-0'
12 14 3'-8" 11'-10" 4'-0" INTO BEDROCK PRIOR TO PLACING FOUNDATION. SEE DRAWING
1 5 6 18 4'-4" 9'-O" 4'-0" S-16.
_... _.._- ..
8 18 4'-4" 10'-6" 4 6" 4. TWELVE -INCH AND FOURTEEN -INCH THICK PIERS AND
i
_ < 36 6'-0" _ 3'-0
38-42 6'-6" S-6"
GRADE 60 REINFORCING STEEL
MAXIMUM STREAM VELOCITY = 10 FT/SEC
IF FIELD CONDITIONS REQUIRE ANY DEVIATION FROM THESE
12. LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP
30 TON CAPACITY Y EITHER B EI E END BEARING, FRICTION
OR A COMBINATION OF END BEARING AND FRICTION. AS
22-28 18 26
3-8 4'-O "
I
I
T-9' V-9" I
30-36
1O 18 4'-4" 11'-6' 4-0"
PARAMETERS, FOUNDATION DESIGN SHALL BE REVIEWED BY
# A MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET
'
FOOTINGS SHALL BE REINFORCED WITH {5 BARS AT 12 INCHES
45-51 7'-3" 4'-3"
I INTO UNDISTURBED SOIL,
I { 12 18 4'-4" 12'-4" 4-0" OC IN EACH DIRECTION ON EACH FACE. EIGHTEEN -INCH WIDE
PIERS AND FOOTINGS SHALL BE REINFORCED WI1H 7 BARS AT (
I
S4-60 8'-0 5'-0" 3
THE ENGINEER.
I
30-36 18 26
4'-4' 4'-0"
9'-0" 6'-0'
1
C 5 6 18 5'-4" W-6" 5 -O"
' 12 INCHES OC IN EACH DIRECTION ON EACH FACE.
� i 8 18 5'-4' 11°-0" 5-0"
2. LENGTH OF PILES SHALL BE AS REQUIRED TO DEVELOP 30
[ 3. TWELVE -INCH AND FOURTEEN -INCH WIDE PIERS SHALL
BE REINFORCED WITH 5 BARS AT 12 INCHES OC IN
1
1
¢ 138- 10 18 V-4" 12'-0" 5'-0' S. EIGHTEEN -INCH THICK PIERS SHALL REQUIRE TWO STRAPS
€
TON CAPACITY BY EITHER END BEARING, FRICTION OR A
i EACH DIRECTION ON EACH FACE. EIGHTEEN -INCH WIDE
38-48 18 26
5-4' S' -O"
9`-6" 6°-6"
I( 12 18 5'-4" 12`-1O" 5_O" OVER THE PIPE INSTEAD OF ONE (AS SHOWN).
COMBINATION OF END BEARING AND FRICTION. AS A
I PIERS SHALL BE REINFORCED 'MTH X17 BARS AT 12
1
S 6 18 6'-4' 9'-1O" 5'-0'
6. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE LOCATED
MINIMUM, PILES SHALL BE DRIVEN AT LEAST 15 FEET INTO
UNDISTURBED SOIL.
INCHES DG IN EACH DIRECTION ON EACH FACE.
FOOTINGS SHALL BE REINFORCED TYPICALLY TO PIERS.
51-60 18 26
6'-4" 5'-0'
9'•-10"
51-56 8 18 6'-4' 11'-4" 5'-0' WITHIN A STREAM AND ARE NOT COVERED WITH BACKFILL, SEE j
I
4. EIGHTEEN -INCH WIDE PIERS SHALL REQUIRE TWO STRAPS r -
10 18 6'-4" 12'-4" 5'-O° DRAWING S-19 FOR MODIFICATIONS TO UPSTREAM FACE OF
SUPPORT.
f
I
OVER THE PIPE INSTEAD OF ONE AS SHOWN
{
12 18 6'-4" 13'-2" 5°-O"
_ I
-j
15. WHEN CONCRETE SUPPORTS ARE REQUIRED TO BE
I LOCATED WITHIN A STREAM AND ARE NOT COVERED
I
!
WITH BACKFILL, SEE DRAWING S-18 FOR MODIFICATIONS
E
TO UPSTREAM FACE OF SUPPORT.
I AERIAL PIPE CROSSING
j
AERIAL PIPE CROSSING
I
AERIAL PIPE CROSSING
I CONCRETE PIER
I
PILE CAP
PILE
SUPPORTED
PIER
DWG. NQ.
DWG. N9.
DWG. NA
5-14
I
S-15
r
S-16
,--DRAFT_,,
A
I
B
I
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COPYRIGHT C, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(17 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
0 NTS
NT
2" FULLSCALE
1 " = HALF SCALE
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
32
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
A I
B
(v) 919.782.0495
(1J 919.782.9672
I
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FULL SCALE: 1 "= NTS
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j--
1 " = HALF SCALE r
F_
0
N
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z
NON -SHRINK GROUT
DETAIL B
D
BULKHEAD AT EACH
END OF CASING PIPE
» TURN DOWN ELBOW
N WITH INSECT SCREEN �
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ALL AROUND
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I DETAIL A
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TWO PER CASING, ONE
Q.C. DATE: ----
I NORMAL FOOTING _ _ _______
DRAWING NUMBER:
AT EACH END OF
COLUMN VERTICAL * COLUMN HORIZONTAL OR
THICKNESS, €
2011011500RA
CASING PIPE i
VERTICAL I
71
SEE NOTE 1"`'
CONCRETE FOR
_ ---
t
o. 60° +10'
O" TO 1 f8" -0r
LEVELING MAY
8E PLACED WITH
TOP OF COMPETENT
ROCK
i PROVIDE PLASTIC SHEET
3 ,�
FOOTING
r �r BOND -BREAKER BETWEEN
3
:IR
� CARRIER PIPE AND GROUT,
-7 f
_ -
ALL AROUND1
1 4
i NOTE:
MAX
PROVIDE 2" 0 GALV STEEL DRAIN r NON -SHRINK GROUT SHALL BE ?
IN BULKHEAD AT EACH END/ "EUCO-N-S"
o "
_ O TO 1 f8
C'
°° M #7 BARS 012"
OF CASING PIPE AND 1f3
r BY THE EUCLID
CHEMICAL COMPANY; MASTERFLOW
a
DETAIL A DETAIL B
AROUND PERIMETER
CU YD OF CRUSHED STONE
/j j j� j � 713" BY MASTER BUILDERS,
0
OF FOOTING
AT DRAIN, WRAP STONE
WITH FILTER FABRIC
OR EQUAL. !
* POSITION OF COLUMN DURING WELDING
NON-SHINK GROUT
I
TYPICAL CASING PIPE PLUG
STEEL PILE SPLICE t
i
6" 12" #7 BARS AROUND
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MAX PERIMETER OF
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1" R ON ALL CORNERS
t
NOTE: !
ADDITIONAL VERTICAL BAR,
I SEE NOTE 1
USE A MINIMUM OF 2 SPIDERS PER JOINT I
SAME SIZE AS OTHERS
NOTES:
PLACED ONE FOURTH OF THE PIPE JOINT
LENGTH IN FROM BOTH THE BELL AND
PLAN - CONCRETE SUPPORT NOSING
1. GEOMETRY OF FOOTING SHALL MATCH GEOMETRY OF
I
PIPE
ALIGNMENT GUIDE SPIGOT. �
(WHEN EXPOSED TO STEAM FLOW)
CONCRETE PIERS WITH HEIGHT OF 6 FEET OR LESS - - ---
I
AS PER DRAWING S-13.
f
2. NON -SHRINK GROUT SHALL BE "EUCO-N-S" BY
i
THE EUCLID CHEMICAL COMPANY; "MASTERFLOW AERIAL PIPE CROSSING
AERIAL PIPE CROSSING
AERIAL PIPE CROSSING
713" BY MASTER BULDERS, OR EQUAL. CONCRETE PIER ON BEDROCK
j
CASING PIPE
CONCRETE SUPPORT
SGND
—17
F
NO
6G..
5-19
S-18
- ---- - ------
L
J L
J L
5,0'
8" D1 HALF -ROUND
THRU MANHOLE
''
U T
PRECAST MANHOLE {•`
.Q
SECTION AT RIGHT ANGLE TO CENTER LINE OF PIPE
DUCTILE IRON PIPE AND —
DUCTILE IRON
BENDS AS NEEDED, WITH
NO MORE THAN THREE
JOINTS OF HALF PIPE.
INVERT SHOULDER: •' ° UCTILE IRON
VFROM
`` PREVIOUS
DUCTILE IRON
ANN❑LE
TO NEXT
MANHOLE ` ' SLOPE 10%
:a .$ ' v at>� OR GREATER
PRECAST 4. • . v _ '*': ° .',;,
MANHOLE
SECTION ALONG CENTER LINE OF PIPE
NOTE:
NO HORIZONTAL ALIGNMENT CHANGE
1
CAN BE MADE WITH IN THIS MANHOLE 1
TYPE. USE ON GRADES 10% OR GREATER,
STANDARD HIGH VELOCITY
MANHOLE INVERT
DWG, NO.
S-PE
LDRAAFT
A I
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1J 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
0 NTS NT
2" = FULL SCALE
1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
33
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
0 NTS
A
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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DRAWING NUMBER:
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PROJ. NO.:
2011011500RA

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* USE 12 INCH DIAMETER VALUES FOR PIPE DIAMETERS
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SHEET 1 OF 1
1840.721
840.72
0
DICKSON
t••«
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community infrastructure consultants
Transportation +Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= NTS
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12` .','.o', , ... , .1 12' .', .c,•0.04
12"� ..,•. p
Q
QC p
VARIABLE - 10` SUGGESTED VARIABLE - 10' SUGGESTED
"zi,7"
m z
o c„
d
�v,Ocz� Z1�-
r n�01 ---- -- - - - - - - ---\SLOPES
- LL"®H9
Mz-�=� A A C (; oon=
=Z>m L L -j F-�nn
=000 d f-
0
w
�H-0r-TO "LF.VATIQN t Iy��QUJ
G r-+ CURB AND GUTTER flR AS TRANSITION
_ Z PAY DIRECTED BY ENGINEER O O d)
� T LIMITS APR
-'> ZN RADII 7";;. _ PAY LIMITS RADII EE
GO ; ` <" r ;?a;, t PLANS) VFACE
a-'`'
O �-r►- yin{=^r ,wry ".k• f,=;{r' IN RADII /s ON) W O
z I A X,'> t }.' _ 2 O `" Imo C // 2, -Orr
,'ti f t i'r` i'r'is• _ �" : nJ r"•iya= ;<< 3 i
GUTTER�j 2'_O" RB
4'-0rr i2',•`{ S, ;s^,r•,F ff ^' ^••
.•4s}�t � s�,.,L+' Via. i�r.,(fia4nt) 1 -i.• -
1J
r -
O
PAVEMENT
DESIRABLE DRIVEWAY GRADES
A B 5'_0" 5' 0„ 5'-0"
*+2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATIONFLATTER
+i 5%e OR
FLATTER +15%e R FLATTER .,
+^8%s OR O
_ .
2% OR FLATTER -8% OR FLATTER
15" DR FLAp-ER
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST. I GRADE
rn
8' OR LESS
DRIVEWAY WITH EXPRESSWAY GUTTER
TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER
=
o
2'-0" +6%s
5'-6" +2%*
PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES
F
5'- 6" +2%s*
12` &OVER
1 4' 6" +4%
7'
C3
�
M
co 0 a)
2_ I r i�'
t 5 ,-a." 2'-0"
Cr
p
12` .','.o', , ... , .1 12' .', .c,•0.04
12"� ..,•. p
Q
QC p
VARIABLE - 10` SUGGESTED VARIABLE - 10' SUGGESTED
"zi,7"
0
p7J
ASECTION
B
A -A SECTION B -B SECTION C -C
q
- - - - - - - - - -
- -
EXPRESSWAY GUTTER TRANSITION GUTTER 2'-6" CURB GUTTER
00 W
M -4 Z
M O
JOINT SEALER
RAO SURFACE OF ,r HAD RFA E F
GUTTER GUTTER
In V z
'Q
EDGE OF PAVEMENT
10' TO 12"L " • ' ' •r p
W
,'
A
EXPANSION JOINT CONTRACTION JOINT
PLAN VIEW OF TRANSITION
EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER
NOTES:
-IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
CURB AND GUTTER, PLACE Tt" EXPANSION JOINTS AT 25' INTERVALS.
-PLACE GROOVE JOINTS 1" DEEP AT 12'-B" INTERVALS BETWEEN EXPANSION JOINTS.
-FILL AND SEAL THE TOP It" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
T a nP a
JOINTS WITH APPROVED JOINT SEALING COMPOUND.
cuccT a nc
r -
O
PAVEMENT
DESIRABLE DRIVEWAY GRADES
A B 5'_0" 5' 0„ 5'-0"
*+2% GRADE WHEN *+2% GRADE WHEN THIS
THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATIONFLATTER
+i 5%e OR
FLATTER +15%e R FLATTER .,
+^8%s OR O
_ .
2% OR FLATTER -8% OR FLATTER
15" DR FLAp-ER
*SIDEWALK LOCATION
(DO NOT PLACE SIDEWALK ON
BERMS LESS THAN 6' WIDE.)
DESIRABLE OR MAXIMUM DRIVEWAY GRADES
BERM
WIDTH
A
B
DIST. I GRADE
DIST. GRADE
8' OR LESS
5'-0" +2%s*
2'-6" +515
8' OR LESS
2'-0" +6%s
5'-6" +2%*
1D'
4'-0rr +4%
5'- 6" +2%s*
12` &OVER
1 4' 6" +4%
7'
MAXIMUM DRIVEWAY GRADES
BERM
A B 5' -Orr W -O"
*+2% GRADE WHEN *+2% GRADE WHEN THIS
"THIS IS SIDEWALK IS SIDEWALK LOCATION
LOCATION
+16%e
5r_011
M z
'C
*SIDEWALK TAPERS DOWN q{
H Z 5' BACK FROM DRIVEWAY.
> 00 O 0 BUILD THIS PORTION OF DRIVEWAY PAVEMENT C,1
M 7 0 -'7 -1 0) ONLY AT LOCATIONS WHEN DIRECTED. CL 0"
z�=> opOp�V5=
= O i7 m WIDTH OF DRIVEWAY *5'-O" w e[ Z W =
'n Z D 1- C3 ` O 0=O=® d H w
ZHr-ij 1 r �f=-�OZ,w.I
�r Z c *SIDEWALK *SIDEWALK 1 C` O F -v
b y i (OPTIONAL) (OPTIONAL) ; N cr
-{ H DISSIPATE CURB DISSIPATE CURB h H
O BETWEEN THESE LIMITS BETWEEN THESE LIMITS w p
z r p
I A
RADUIS 3'-0" OR
AS SHOWN ON PLANS RADUIS 3'-0" OR
AS SHO M ON PLANS
GRASS GRASS
AREA AREA
F
M_
z M�¢e o
w
+�"EXPANSION JOINT z
M = Y2" EXPANSION JDINT --- H
33 " r In /-STREET PAVEMENT-/ d z w
�.m-1 aCCa
D
C D Cr_ H
U7 Q �' 0
eco C z
rn .�,i =1 PLAN VARIABLE SEE SHEET 6" 2'-O }- W
.T �* 2 OF 2 FOR DRIVEWAY GRADES) to
}Ct
� DETAIL OF DRIVEWAY _�
C. Z 2" DEEP SAW CUT 2„ to
d:
qP�.IPIDIED
• ,•s: •-. EXISTING DRIVEWAY 2 6 PROPOSED L j
DRIVEWAY PAVEMENT VARIABLE PAVEMENT
PAVEMENT RADIUS 3' -O" -OR AS
SHOWN ON RB
TU
METHOD OF TIE IN P
DRIVEWAY TURNOUT
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN. /-U.HIS PORTION OF DRIVEWAY
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING PAVEMENT ONLY AT LOCATIONS
DRIVEWAY PAVEMENT. WHEN DIRECTED.
HEFT 1 OF 2 SHEET 1 OF 2
848.02 SECTION C -C 848.02
EXPANSION JOINT J /
�O�Mi
NRFpq�R w�OT
N
CONCRETE
CURB & GUTTER
TO BE REMOVED
AND REPLACED
CONCRETE SIDEWALK TO
BE REMOVED AND
REPLACED
10,
EXPANSION
JOINT
s'M,gX ��•
24
M„
"T
EXISTING CURB
& GUTTER
EXPANSION
JOINT
NOTES:
1. CONTRACTOR SHALL REPLACE CONCRETE FROM EXIST CONST/EXP JT TO EXIST
CONST/EXP JT FOR ALL REMOVAL AND REPLACEMENT OF EXISTING CONC DRIVEWAYS,
APRONS, CURB & GUTTER AND SIDEWALKS.
2. CONTRACTOR SHALL REMOVE AND REPLACE A 10 LF MINIMUM LENGTH OF CURB &
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 C&G AND 5 LF FOR SIDEWALK.
TYPICAL CONCRETE CURB & GUTTER AND SIDEWALK
REMOVAL AND REPLACEMENT
NOT TO SCALE
c
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
2Ir
1
o o a��
PROD. DATE: April 2013
Q.c.: GF
Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA

3
2—
1
A I
PROPOSED 12' WOOD
BRIDGEMAT (3) 4' WIDTHS
FOR CROSSING
EXISTING STREAM OR SWALE 1/4 CLASS 1 STONE FOR APPROACH
(WIDTH VARIES) SUPPORTED STABILIZATION W/FILTER FABRIC, TYP
KICK BOARD (SEE PLAN & PROFILE)
4'-0" WATER DIVERSION,
INSTALL BOTH SIDES
50' OPTIONAL
1" OR 1.25" BOLTS PLYWOOD
SHEETING
ELEVATION
�I
F -
co
F9 T i,
GENERAL NOTES:
1. INSTALL TO CREATE A MINIMUM 12 FT CROSSING WIDTH OR LARGER WIDTH
FOR CONSTRUCTION EQUIPMENT.
2. PERIODICALLY CHECK MAT HARDWARE, RETIGHTEN AS REQUIRED TO MAINTAIN
STRENGTH AND INTEGRITY.
3. REMOVE ANY DEBRIS THAT ENTERS STREAM OR DRAINAGE WAY.
4. CONTRACTOR RESPONSIBLE FOR SIZING STRUCTURAL COMPONENTS OF MAT
TO CARRYALL CONSTRUCTION LOADS INCLUDING EQUIPMENT AND MATERIAL.
%-- 8"x8" M IN
1" OR 1.25" BOLTS
SECTION A -A
I M
FILTER CLOTH
T (MIN) IS BASED UPON MIN DIAMETER OR -
THICKNESS OF SIZE OR CLASSIFICATION AS —I
DEFINED IN STABILIZATION MEASURES, SEE
8"x8" KICK STREAM CROSSING REQUIREMENTS TABLE
BOARD, TYP
SECTION
RIP RAP TO CONFORM
TO EXISTING SLOPE
z
T (MIN.)
_ KEYWAY AT TOE
OF SLOPE
CREEK/DITCH BED �
GRAVITY SEWER -� FILTER CLOTH
(NO JOINTS SHALL BE INSTALLED _ —
BENEATH STREAM -STAGGER _
PIPE LAYING SO JOINTS ARE PER PLANS
OUTSIDE STREAM INFLUENCE)
— — — — — — — — — — — — — — — — — — — — — SJ
SILT FENCE TO
PARALLEL STREAM
SEQUENCE NOTES:
Crossing Location
Drawing #
=U of -
1. MAT SHALL BE INSTALLED PRIOR TO CONSTRUCTION. LOCATION OF MATAT
p z >w
EACH CROSSING SHALL BE COORDINATED BY CONTRACTOR SO IT DOES NOT
x m = Q
CONFLICT WITH SEWER EXCAVATION AND IT RESIDES WITHIN LIMITS OF
Of p U Of
DISTURBANCE (LOD).
0 Ln 0
STRUCTURE/ PROCEDURE
b p �-
2. MAT SHALL REMAIN IN PLACE UNTIL ALL DOWNSTREAM (IN TERMS OF SEWER
www. wkdickson.com
FLOW) WORK HAS BEEN COMPLETED, RESTORED AND DEEMED ACCEPTABLE.
JUSTIFICATION
3. WHERE MAT LOCATION OVERLAPS LOCATION OF A PROPOSED PERMANENT
CR2
FORD OR REPLACEMENT OF AN EXISTING FORD, THE FORD SHALL THEN BE
PERMANENT
CONSTRUCTED AND SHALL BE USED BY THE OWNER FOR PERPETUAL
Si, S, Gr, Co, Br
OPERATION AND MAINTENANCE OF SEWER.
CR3
TEMPORARY STREAM CROSSING (BRIDGE MAT)
NOT TO SCALE
CROSS SECTION
CREEK/DITCH
BED
AS REQ'D
No
PLAN
STREAM BANK STABILIZATION
NOT TO SCALE
SUMMARY TABLE FOR STREAM CROSSINGS REQUIREMENTS
Crossing Location
Drawing #
Hydrology
APPROXIMATE MIN
Substrate
Notes
QUANTITY
STREAM
perennial
15
S, Gr, Co, Br
STRUCTURE/ PROCEDURE
(f) 919.782.9672
www. wkdickson.com
STREAM IDENTIFIER
JUSTIFICATION
FLOW RATE (GPM)
CR2
PERMANENT STABILIZATION
PERMANENT
CROSSING ID
Si, S, Gr, Co, Br
upstream, floodplain soils not hydric
CR3
REQUIREMENTS
perennial
6
Gr, Co, Bo, Br
3-4' incised, no wetlands
CR4
(1)
perennial
6
STABILIZATION
CR1
TANYARD BRANCH
SEWER CROSSING
3.5
BRIDGE MAT, COFFER DAM &
CLASS II
17 CU YDS
CR6
EC5
perennial
6
PUMP AROUND
V incised, no wetlands
Henry/Patrick
EC5 6
0
BRIDGE MAT, COFFER DAM &
Ir
z
CR2
TANYARD BRANCH
SEWER CROSSING
3.5
U)
CLASS II
22 CU YDS
Lu
J
CD0
Lu
LL
PUMP AROUND
0
Q O
Y
ILL
w
Q
BRIDGE MAT, COFFER DAM &
oC E z
CR3
TANYARD BRANCH
SEWER CROSSING
3.5
W Z <
CLASS II
35 CU YDS
00Q o
PUMP AROUND
< 0-
CR4
TANYARD BRANCH
SEWER CROSSING
1.5
BRIDGE MAT
CLASS II
9 CU YDS
O
>- LU
z
T C o_
ZU)w Q
BRIDGE MAT, COFFER DAM &
Cr W Cr
U U U
CR5
TANYARD BRANCH
SEWER CROSSING
3.5
Z
w a Lu
CLASS II
15 CU YDS
T–= N N
z ~
N
N T co
U Z
PUMP AROUND
W
Lu W WJ
z z
Ir o
m
O
Q0-2
BRIDGE MAT, COFFER DAM &
2013
Q.C.: GF
CR6
UT
SEWER CROSSING
3.5
DRAWING NUMBER:
CLASS II
3 CU YDS
36
PUMP AROUND
2011011500RA
CR7
TANYARD BRANCH
SEWER CROSSING
3.5(2)
BRIDGE MAT, COFFER DAM &
CLASS II
24 CU YDS
PUMP AROUND
CR8
TANYARD BRANCH
SEWER CROSSING
N/A (3)
BRIDGE MAT, COFFER DAM &
CLASS II
18 CU YDS
PUMP AROUND
CR9
TANYARD BRANCH
SEWER CROSSING
3
BRIDGE MAT, COFFER DAM &
CLASS II
40 CU YDS
PUMP AROUND
BRIDGE MAT, COFFER DAM &
CR10
TANYARD BRANCH
SEWER CROSSING
3
CLASS II
15 CU YDS
PUMP AROUND
BRIDGE MAT, COFFER DAM &
CR11
CHERRY BRANCH
SEWER CROSSING
1.0
CLASS II
9 CU YDS
PUMP AROUND
CR12
CHERRY BRANCH
SEWER CROSSING
1.0
BRIDGE MAT, COFFER DAM &
CLASS II
8 CU YDS
PUMP AROUND
(1) FLOW MEASUREMENTS
WERE MADE ON JULY 2, 2013 AND ARE SUBJECT TO CHANGE GIVEN 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 1,350 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 CROSSING STABILIZATION MEASURES.
91:15h0%
SILT BAG
LOCATION
FILTE
FABRI
C
)SE
BY-PASS PUMP FILTER FABRIC
STABILIZED
ER DAM OUTFALL
CLASS A STONE i
URGE HOSE
SILT BAG
15'-20' DISCHARGE
r HOSE
EXISTING 8" CLASS
GROUND A STONE
3
EXISTING
--D PIPE CHANNEL
SILT BAG PROFILE
1. EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR ISOLATED SECTIONS OF CHANNEL.
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORKAREAS FROM STREAM FLOW.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING
DAY. A MAXIMUM OF 1000 FEET MAY BE DISTURBED AT ANY ONE TIME.
4. THE BY-PASS PUMP SHOULD ADEQUATELY CONVEY MINIMUM 450 GALLONS / MINUTE UNLESS
OTHERWISE NECESSITATED BY FIELD CONDITIONS.
5. DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS SUCH AS SANDBAGS, SEE COFFER
DAM DETAIL.
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS A RIP RAP AT THE DOWNSTREAM
END OF THE DESIGNATED PROJECT WORKING AREA.
2. THE CONTRACTOR WILL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY PIPING THAT WILL
CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED OUTFALL.
3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING PUMPING APPARATUS IF NEEDED
TO DEWATER THE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER WILL ALSO BE PUMPED TO AN
OUTFALL STABILIZED WITH CLASS A RIP RAP.
5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION AND/ OR UTILITY CROSSING WORK IN
ACCORDANCE WITH THE PLAN AND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE.
6. THE CONTRACTOR WILL EXCAVATE ANY ACCUMULATED SILTAND DEWATER BEFORE REMOVAL OF
THE IMPERVIOUS DIKE. WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED THROUGH A
SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND TEMPORARY FLEXIBLE HOSE/PIPING STARTING
WITH THE DOWNSTREAM DIKE FIRST.
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP AND IMPERVIOUS DIKES AND
STABILIZE DISTURBED AREAS IN ACCORDANCE WITH STREAM STABILIZATION REQUIREMENTS SEE
SHEET ## FOR TABLE.
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING IMPERVIOUS DIKE.
STREAM PUMP AROUND
NOT TO SCALE
U)
w
Q
O
J
U-
LEVEL WITH TOP OF
BANK OR AS NECESSARY
2
1 CLASS I RIP RAP, NJ BARRIER
OR OTHER APPROVED
MATERIAL (IF USING RIP RAP
DOWNSTREAM, SLOPE NO
GREATER THAN 2:1)
EXISTING BOTTOM
OF STREAM
SANDBAGS, CLASS If SYNTHETIC
RIP RAP OR OTHER J FILTER FABRIC
NON -ERODIBLE
MATERIAL
NOTES:
1. CONTRACTOR SHALL INSTALL COFFER DAM WITH BYPASS
ARRANGEMENTS ALONG ALL JURISDICTIONAL STREAMS PRIOR TO
SEWER INSTALLATION TO ENSURE DRY CONDITIONS. SEE STREAM
PUMP AROUND DETAIL.
2. CONTRACTOR SHALL FOLLOW CONSTRUCTION SEQUENCE AS NOTED
ON CONTRACT DRAWINGS.
COFFER DAM
NOT TO SCALE
STREAM CROSSING EVALUATIONS
Crossing Location
Drawing #
Hydrology
Width (ft)
Substrate
Notes
CRI
EC1
perennial
15
S, Gr, Co, Br
no wetlands
(f) 919.782.9672
www. wkdickson.com
NC. LICENSE NO. F-0374
3' incised, undercut, head cut —10'
CR2
EC3
perennial
10
Si, S, Gr, Co, Br
upstream, floodplain soils not hydric
CR3
EC3
perennial
6
Gr, Co, Bo, Br
3-4' incised, no wetlands
CR4
EC3
perennial
6
Si, S, Gr, Rr
3-4' incised, no wetlands
CR5
EC4
perennial
8
Si, S, Gr, Co, Br
3-4' incised, no wetlands
CR6
EC5
perennial
6
S, Gr, Co, Br
V incised, no wetlands
Henry/Patrick
EC5 6
0
Fno wetlands between stream and alignment
Si=silt; S=sand; Gr=gravel; Co=cobble; Br=bedrock; Rr=rip rap
A I I3 I C
DOPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
2
1
DICKSON
community infrastructure
consultants
Transportation + Water
Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www. wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=
NTS
0 NTS
NT
14 2" = FULL SCALE
1" = HALF SCALE r
CO
0
N
0)
z
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TQC
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Q0-2
PROD. DATE: April
2013
Q.C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
36
PROJ. NO.:
2011011500RA

3
2
1
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SITE WITH THE EROSION CONTROL
INSPECTOR FROM THE WINSTON-SALEM REGIONAL OFFICE OF THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, AND NATURAL RESOURCES (NCDEHNR), TELEPHONE
NUMBER 336.771.5000, AND THE ENGINEER'S REPRESENTATIVE.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND
SEDIMENTATION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN
ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENTATION CONTROL HANDBOOK.
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PLACED PRIOR TO
CLEARING AND/OR LAND DISTURBANCE.
5. A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT
SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED
ON THE PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS,
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND NCDENR
REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND
SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR
SHALL PROVIDE THE OWNER AND THE OWNER'S REPRESENTATIVE A COPY OF THE
AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES, OTHER THAN THOSE SHOWN ON PLANS, NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE OWNER'S
REPRESENTATIVE. (NO SEPARATE PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT
ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL
FINAL STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10.UNLESS A STREAM CROSSING IS PROPOSED, THE CONTRACTOR IS NOT PERMITTED TO
CROSS ANY STREAM WITH ANY VEHICLE OR PIECE OF EQUIPMENT. CONTRACTOR TO NOTE
THAT RIP RAP BANK STABILIZATION IS NOT CONSIDERED A STREAM CROSSING. IF A
STREAM CROSSING IS NOT SHOWN, BUT ENCOUNTERED, CONTRACTOR MUST USE A BACK
AND OUT APPROACH.
11.DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
12.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANT NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
13. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR
ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS
DIRECTED BY THE OWNER'S REPRESENTATIVE. (NO SEPARATE PAYMENT). NCDENR'S
FINAL APPROVAL IS REQUIRED.
14. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL
CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS
LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
15. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR SHALL INSTALL RIP -RAP
WITH FABRIC ON DISTURBED BANKS AND CHANNELS AND RESTORE SLOPES TO ORIGINAL
CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
16. LIMITS OF CONSTRUCTION ARE THE CITY OF EDEN STREET RIGHT OF WAYS AND
EASEMENTS AS SHOWN ON PLANS.
17. THE CONSTRUCTION DISTURBED AREA SHALL NOT EXCEED 6.36 ACRES.
18. ANY AREAS WITHIN THE 15 FOOT BUFFER ZONE OF A CREEK OR NATURAL WATERCOURSE
MUST BE SEEDED AND MULCHED IMMEDIATELY AFTER LINE INSTALLATION IS COMPLETED
WITHIN THE BUFFER ZONE.
EROSION CONTROL MAINTENANCE PLAN
1. ALL EROSION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
3. ALL UTILITY TRENCHES ARE TO BE PROTECTED FROM WATER INFILTRATION.
4. SPOIL PILES ARE TO BE CONTAINED AT ALL TIMES.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO THE SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATION
COVER. IF SEEDING FAILURE OCCUR, THOSE AREAS SHALL BE RE -SEEDED WITH ANNUAL
VEGETATION, SUITABLE FOR THE TIME OF YEAR FOR TEMPORARY STABILIZATION AND
PREPARED FOR FOR PERMANENT SEEDING. SEEDING AND MULCHING WILL BE IN
ACCORDANCE WITH SPECIFICATIONS.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL EROSION CONTROL
MEASURES AT ALL TIMES, WHETHER INSTALLED ACCORDING TO PLAN OR AS DIRECTED BY
THE NCDENR REPRESENTATIVE OR THE OWNER'S REPRESENTATIVE (NO SEPARATE
PAYMENT).
GROUND COVER STATUTES
PURSUANT TO G.S. 113A-57(3),PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS (SEE TABLE BELOW
FOR TIME FRAMES) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
GROUND STABILIZATION*
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
APRIL 15 - SEPT. 1
K-31 FESCUE
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
Coreopsis major
CENTIPEDE
HIGH QUALITY
AUG. 15 - NOV. 15
K-31 FESCUE
WATER (HQW)
7 DAYS
NONE
ZONES
All areas shall be mulched for erosion control upon completion
CENTIPEDE
5 LBS/ACRE
NOV. 1 -APRIL 1
IF SLOPES ARE 10'OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOTE: USE PERMANENT STREAM BANK
STABILIZATION
NOT STEEPER THAN 2:1,
5 LBS/ACRE
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
0 J
m
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
Ir Ir 0
IN LENGTH
ALL OTHER AREAS
NONE
WITH SLOPES
C) 0 Q O 0
(EXCEPT FOR
FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
w Z r
Z� w v� TQC
HQW ZONES)
* 'EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING
AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE."(SECTION II.B(2)(B))
0
PLANNED SEDIMENTATION AND EROSION CONTROL
PRACTICES
THE FOLLOWING EROSION CONTROL ITEMS WILL BE CONSTRUCTED AS SHOWN ON THE ATTACHED
EROSION CONTROL DETAILS AND PLAN:
6.10 TEMPORARY SEEDING: TO BE INSTALLED AS PER SEEDING SPECIFICATIONS.
6.11 PERMANENT SEEDING: TO BE INSTALLED AS PER SEEDING SPECIFICATIONS.
FERTILIZER, SEEDING AND MULCHING: TO BE INSTALLED AS PER TEMPORARY AND PERMANENT
SEEDING SPECIFICATIONS.
6.12 SODDING: TO PREVENT EROSION AND DAMAGE FROM SEDIMENTAND RUNOFF BY STABILIZING
THE SOIL SURFACE WITH PERMANENT VEGETATION.
MAINTENANCE: AFTER THE FIRST WEEK WATER AS NECESSARY TO MAINTAIN ADEQUATE
MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT REMOVE MORE
THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED
BETWEEN 2 AND 3 INCHES. AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES
FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST RECOMMENDATIONS WHEN
POSSIBLE.
6.14 MULCHING: TO PROTECT THE SOIL SURFACE FROM THE FORCES OF RAINDROP IMPACT AND
OVERLAND FLOW. MULCH FOSTERS THE GROWTH OF VEGETATION, REDUCES EVAPORATION,
INSULATES THE SOIL, AND SUPPRESSES WEED GROWTH. MULCH IS FREQUENTLY USED TO
ACCENT LANDSCAPE PLANTINGS.
MAINTENANCE:
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION,
DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF
WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED AND REINSTALL MULCH. CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED.
6.41 OUTLET STABILIZATION STRUCTURE: TO BE INSTALLED AS A PERMANENT STABILIZATION
MEASURE AT THE OUTLET OF A CHANNEL OR CONDUIT BY REDUCING THE VELOCITY OF FLOW
AND DISSIPATING ENERGY. THESE MEASURES WILL BE LOCATED PER PLANS AND
CONSTRUCTED PER THE DETAIL.
MAINTENANCE: INSPECT THE RIP -RAP OUTLET STRUCTURES WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER) TO SEE IF ANY EROSION AROUND OR
BELOW THE RIP -RAP HAS TAKEN PLACE, OR IF THE STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
6.52 BLOCK AND GRAVEL INLET PROTECTION: TEMPORARY INLET PROTECTION WILL BE INSTALLED
AROUND THOSE INLETS, EITHER EXISTING OR PROPOSED, WHERE THERE IS POTENTIAL FOR
SEDIMENT TO REACH THE INLETAND THEREFORE THE DOWNSTREAM SECTIONS. THESE
MEASURES WILL BE LOCATED PER THE PLANS AND CONSTRUCTED PER THE DETAIL.
MAINTENANCE: INSPECT THE BARRIER WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT
(1/2 INCH OR GREATER) AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO
PROVIDE ADEQUATE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL,
AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO
PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS
AROUND THE INLET.
6.55 ROCK PILE INLET PROTECTION: SIMILAR TO BLOCK AND GRAVEL INLET PROTECTION, THIS
MEASURE IS USED TO HELP PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN AND
BEING TRANSFERRED BY A STORM DRAINAGE SYSTEM PRIOR TO STABILIZATION OF
DISTURBED DRAINAGE AREA. THIS MEASURE ALLOWS EARLY USE OF THE STORM DRAINAGE
SYSTEM.
MAINTENANCE: INSPECT THE ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER) AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR
DAMAGE. ANY RIP -RAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED
IMMEDIATELY. AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
6.62 TEMPORARY SILT FENCE: WILL RETAIN SEDIMENT FROM SMALL DISTURBED AREAS. SILT FENCE
WILL BE PLACED ALONG SLOPES AS SHOWN ON CONSTRUCTION DETAILS.
MAINTENANCE: INSPECT SEDIMENT FENCES AT LEAST WEEKLY AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEA, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE
SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEAN OUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
6.83 CHECK DAM: WILL BE INSTALLED TO REDUCE EROSION BY REDUCING THE VELOCITY OF THE
FLOW.
MAINTENANCE: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER) AND REPAIR IMMEDIATELY. CLEAN OUT
SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEED.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH
AS, INSTALLING A PROTECTIVE RIP -RAP LINER IN THE PORTION OF THE CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
NEEDED TO MAINTAIN DESIGN HEIGHT AND ACROSS SECTION.
SEEDING SCHEDULE
TO BE IN ACCORDANCE WITH PWC SPECIFICATIONS:
SEED SHALL BE SEED CERTIFIED TO BE THE LATEST SEASON'S CROP AND SHALL BE DELIVERED IN
ORIGINAL SEALED PACKAGES BEARING THE PRODUCER'S GUARANTEED ANALYSIS FOR
PERCENTAGES OF MIXTURES AND PURE LIVE SEED. THE PRODUCER'S SEED LABEL SHALL
INDICATE IT THE MINIMUM PERCENT OF PURE LIVE SEED (WHICH SHALL BE 82.45 FOR BERMUDA, 88
FOR RYE GRAIN), THE MINIMUM PERCENT OF GERMINATION IN HARD SEED AND MAXIMUM PERCENT
OF WEED SEED (NO MORE THAN 1 PERCENT FOR BERMUDA, 0.5 PERCENT FOR RYE GRAIN). SEED
SHALL BE LABELED IN CONFORMANCE WITH U.S. DEPARTMENT OF AGRICULTURE RULES AND
REGULATIONS UNDER THE FEDERAL SEED ACT AND APPLICABLE STATE SEED LAWS. SEED THAT
HAS BECOME WET, MOLDY, OR OTHERWISE DAMAGED WILL NOT BE ACCEPTABLE.
THE FOLLOWING SEED MIXTURE SHALL BE USED:
TEMPORARY SEED MIXTURE
DATE TYPE PLANTING RATE
APRIL 15 - SEPT. 1 GERMAN MILLET 100 LBS/ACRE
AUG. 15 - NOV. 15 GRAIN RYE 120 LBS/ACRE
NOV. 1 -APRIL 1 GRAIN RYE 120 LBS/ACRE
PERMANENT SEED MIXTURE
SLOPE
STABILIZED WITH GRASS
3:1 AND FLATTER
DATE
TYPE
PLANTING RATE
2:1 TO 1.5:1
APRIL 15 - SEPT. 1
K-31 FESCUE
80 LBS/ACRE
All soil in planting areas shall be tested and the rate of
COMMON BERMUDA
60 (HULLED) LBS/ACRE
Coreopsis major
CENTIPEDE
5 LBS/ACRE
AUG. 15 - NOV. 15
K-31 FESCUE
120 LBS/ACRE
Juncus effuses
COMMON BERMUDA
25 (HULLED) LBS/ACRE
All areas shall be mulched for erosion control upon completion
CENTIPEDE
5 LBS/ACRE
NOV. 1 -APRIL 1
K-31 FESCUE
120 LBS/ACRE
Scirpus cyperinus
COMMON BERMUDA
25 (HULLED) LBS/ACRE
NOTE: USE PERMANENT STREAM BANK
STABILIZATION
CENTIPEDE
5 LBS/ACRE
NOTES:
1. WHERE CONSTRUCTION CROSSES A PASTURE THAT HAS BEEN GRASSED, THE
CONTRACTOR SHALL RE -SEED THE AREA WITH THE SAME TYPE OF GRASS AS FOUND ON
THE SITE. ALL HIGHWAY RIGHTS-OF-WAY, AND PRIVATE YARDS DISTURBED SHALL ALSO
BE RE -SEEDED OR WITH THE SAME TYPE OF GRASS PREVIOUSLY FOUND. THE SEED
MIXTURE SPECIFICATION SHALL BE USED AS A GUIDE AND THE CONTRACTOR IS CHARGED
WITH THE RESPONSIBILITY OF SEEDING AREAS WITH THE PROPER TYPE OF GRASS THAT
MATCHES THE EXISTING.
2. CONSULT THE REGIONAL STATE EROSION CONTROL OFFICER FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
ERAES. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
B
LIME SHALL BE APPLIED AT THE RATE OF 4000 LBS PER ACRE. 10-10-10 COMMERCIAL
FERTILIZER SHALL BE APPLIED AT THE RATE OF 1,000 POUNDS PER ACRE AND WELL
WORKED IN TO THE TOP FOUR INCHES (4') OF TOP SOIL. IF HYDROSEEDING, USE 500
POUNDS OF 10-10-10 FERTILIZER ON SLOPES STEEPER THAN 1/2 HORIZONTAL TO 1
VERTICAL. UNLESS A SOIL TEST INDICATES OTHERWISE.
MULCH
ALL SEEDED AREAS WILL BE MULCHED WITH TWO (2) TONS PER ACRE OF SMALL GRAIN
STRAW OR WOOD CELLULOSE FIBER SPREAD UNIFORMLY, APPROXIMATELY 1/4 OF
GROUND SHOULD BE VISIBLE TO AVOID SMOTHERING SEEDLINGS. ASPHALT EMULSION
(ASTM D-977 AND ASTM D-2028) SHALL BE USED TO ANCHOR THE STRAW APPLIED AT 150
GALLONS PER TON OF STRAW, OR CRIMPED TO STABILIZE. ASPHALT EMULSION SHALL BE
REQUIRED AT ALL TIMES. THE CONTRACTOR SHALL TAKE SUFFICIENT PRECAUTIONS TO
PREVENT MULCH FROM ENTERING DRAINAGE STRUCTURES THROUGH DISPLACEMENT BY
WIND, WATER OR OTHER CAUSES AND PROMPTLY REMOVE ANY BLOCKAGE WHICH MAY
OCCUR.
MAINTENANCE
THE CONTRACTOR SHALL PROTECT AND MAINTAIN GRASSED AREAS AS NECESSARY TO
ESTABLISH A UNIFORM TURF COMPOSED OF THE GRASSES SPECIFIED. THE CONTRACTOR
SHALL RE -SEED ANY BARE AREAS AND REPAIR ALL ERODED AREAS.
WATERING OF SEEDED AREAS WILL BE REQUIRED DURING PERIODS OF DRY WEATHER TO
PROMOTE MAXIMUM GROWTH. THE CONTRACTOR SHALL SUPPLEMENT NATURAL
RAINFALL TO INSURE A MINIMUM OF ONE (1) INCH OF RAINFALL WEEKLY.
MAINTENANCE OF LAWNS BEGINS IMMEDIATELY AFTER THE AREA IS PLANTED AND
CONTINUES FOR THE PERIOD REQUIRED TO ESTABLISH ACCEPTABLE LAWNS, BUT NOT
LESS THAN SIXTY (60) DAYS AFTER INITIAL SEEDING, OR UNTIL PROVISIONAL ACCEPTANCE
BY OWNER. MAINTAIN SEEDED AREAS BY WATERING, FERTILIZING, MOWING, WEEDING
AND OTHER OPERATIONS SUCH AS ROLLING, RE -GRADING, REPLANTING, AERATING, AND
MULCHING AS REQUIRED TO ESTABLISH AN ACCEPTABLE LAWN FREE OF ERODED OR
BARE AREAS.
CHANNEL STABILIZATION AND OUTLET PROTECTION
1. UPON COMPLETION OF REACHING FINAL PREPARED SUB GRADE FOR AREAS (SLOPES,
CHANNELS AND OUTLET PROTECTION) TO BE PROTECTED AS INDICATED ON DRAWINGS,
INSTALL FILTER FABRIC, NCDOT NO. 57 STONE BEDDING LAYER, AND APPROPRIATE RIP
RAP. PREPARED SUB GRADE SHALL BE FREE OF DEBRIS, STICKS AND OTHER
DELETERIOUS MATERIAL THAT MAY BE INJURIOUS TO THE FABRIC OR PERFORMANCE OF
THE SLOPE PROTECTION.
2. GEOTEXTILE FABRICS, COIR MATTING OR SPECIAL MULCH PROTECTION, SUCH AS
FIBERGLASS ROVING OR STRAW AND NETTING, SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S REQUIREMENTS TO PROVIDE STABILITY UNTIL THE VEGETATION
IS FULLY ESTABLISHED. THESE REQUIREMENTS FOR SLOPE PROTECTION MAY INCLUDE
AN ANCHOR TRENCH, SEAMING, STITCHING AND OVERLAPPING.
3. RIP RAP FOR USE OF DESIGNATED ON THE DRAWINGS SHALL CONFORM TO NCDOT
REQUIREMENTS FOR THE SPECIFIED CLASS (CLASS II, B, ETC.) AS INDICATED ON THE
DRAWINGS.
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX
WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS
PREPARED TO 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9. CONSULT STATE INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZER AFTER
PERMANENT COVER IS ESTABLISHED.
*APPLY AGRICULTURAL LIMESTONE- 4,000 LBS/ACRE
FERTILIZER: 1000 LBS/ACRE 10-10-10
SUPER PHOSPHATE: 500 LBS/ACRE 20% ANALYSIS
MULCH: 2 TONS/ACRE SMALL GRAIN STRAW
ANOTHER: ASPHALT EMULSION @ 300 GALS/ACRE
MINIMUM REQUIREMENTS FOR SLOPE STABILIZATION
MINIMUM REQUIREMENTS
SLOPE
STABILIZED WITH GRASS
3:1 AND FLATTER
STABILIZED WITH SHRUBS OR VINES
3:1 TO 2:1
STABILIZED WITH RIP RAP
2:1 TO 1.5:1
STABILIZED WITH RETAINING WALL
STEEPER THAN 1.5:1
C
GENERAL EROSION AND SEDIMENTATION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL PERMITS AND PLAN APPROVALS FOR ANY ADDITIONAL CONSTRUCTION ENTRANCES AND STAGING STORAGE AREAS.
2. CONDUCT PRECONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, TREE PROTECTION BARRICADES AND TEMPORARY INLET
PROTECTION.
4. INSTALL TEMPORARY INLET PROTECTION FOR DRIVEWAY CULVERTS AND STORM DRAIN PIPES.
5. CLEAR AND GRUB ALL PERMANENT EASEMENTS WITHIN THE LIMITS OF DISTURBANCE AND ONLY THOSE PORTIONS OF THE
TEMPORARY CONSTRUCTION EASEMENTS NECESSARY FOR CONSTRUCTION (OR AT CONTRACTOR'S DISCRETION).
6. INSTALL BRIDGE MATS FOR STREAM CROSSINGS WHILE ADVANCING CLEARING AND GRUBBING AND OR SEWER LINE INSTALLATION.
7. INSTALL SEWER MAINS IN EASEMENTS. STRIP TOPSOIL DURING TRENCHING OPERATIONS AND SEPARATE FROM SUITABLE
EXCAVATED MATERIAL. PROTECT STOCKPILED TOPSOIL FROM RUNOFF AND ANY STOCKPILED UNSUITABLE EXCAVATED MATERIAL IF
SUCH MATERIAL IS NOT IMMEDIATELY DISPOSED OF OFFSITE. SUITABLE EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL
SIDE OF THE EXCAVATION WITH THE TRENCH BETWEEN THE MATERIAL AND THE SILT FENCE.
8. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES WEEKLY AND AFTER EVERY RAINFALL EVENT. PROVIDE APPROPRIATE
MAINTENANCE MEASURES AFTER INSPECTION AND EACH RAIN EVENT.
9. FOR SEWER AND WATER MAIN CONSTRUCTION IN STREETS, REMOVE ASPHALT IN CITY -MAINTAINED STREETS ALONG PROPOSED
SEWER AND WATER MAIN ALIGNMENTS BY MILLING WITH ZIPPER TYPE EQUIPMENT (3,000' MAXIMUM DISTURBANCE). REPLACE
MILLINGS BACK OR PROVIDE ABC ON ROAD AND COMPACT TO PROVIDE AN ALL WEATHER SURFACE UNTIL SEWER OR WATER LINE
INSTALLATION IS INITIATED. FOR SEWER AND WATER MAIN CONSTRUCTION IN NCDOT MAINTAINED ROADS, REMOVE ONLY PORTION
OF PAVEMENT THAT CAN EITHER BE SAFELY PLATED AT END OF WORKING DAY OR PERMANENTLY PATCHED BY THE END OF EACH
WORKING DAY.
10. PROVIDE ABC STONE IN DISTURBED AREAS WITHIN CITY -MAINTAINED STREETS AND COMPACT TO PROVIDE AN ALL WEATHER
SURFACE TO MATCH EXISTING PAVEMENT SURFACE AS SEWER MAIN, LATERALS, WATER MAIN AND SERVICES (WHERE APPLICABLE)
PROGRESSES IN CITY -MAINTAINED STREETS. CONTRACTOR SHALL MAINTAIN ALL WEATHER SURFACE UNTIL PAVEMENT IS
REPLACED.
11. TEST AND INSPECT SEWER MAIN AND LATERALS AND WATER MAIN AND SERVICES (WHERE APPLICABLE)
12. PATCH ALL PAVED SURFACES DISTURBED BY CONSTRUCTION ACTIVITIES WITH PERMANENT ASPHALT PATCH. OVERLAY
PERMANENT PATCHED AREAS WHERE APPLICABLE OR DESIGNATED ON DRAWINGS.
13. SEED AND MULCH OR SOD ALL DISTURBED AREAS NOT OTHERWISE IMPROVED AND ESTABLISH PERMANENT GROUND COVER AS
INDICATED. STABILIZATION OF DISTURBED AREA SHALL BE CONSISTENT WITH REQUIREMENTS AS INDICATED IN EROSION AND
SEDIMENTATION CONTROL DETAILS.
14. PRELIMINARY FINAL INSPECTION BY CONTRACTOR.
15. PRELIMINARY FINAL INSPECTION BY OWNER AND CONTRACTOR TO CONFIRM PUNCH LIST.
16. FINAL INSPECTION BY NCDENR DLR LOS AND NCDOT AND ATTENDED BY CONTRACTOR AND OWNER.
17. ADHERE TO SPECIAL SEQUENCE PROVISIONS WHERE APPLICABLE:
A. INSTALL BRIDGE MATS (OR LEAVE IN PLACE THOSE USED FOR CLEARING AND GRUBBING PROVIDED THEY ARE OF SUITABLE SIZE
AND CAPACITY) FOR PIPE TRENCHING AND MOBILIZING, ACCESSING AND MAINTAINING BYPASS PUMPS AND PIPING FOR SPURS OR
CROSS LINES WHERE ACCESS TO UPSTREAM MANHOLE IS SEPARATED BY A STREAM OR INSTALL OTHER APPROVED TEMPORARY
STREAM CROSSING MEASURES TO ALLOW CONSTRUCTION ACCESS WITHOUT IMPACT TO THE STREAM. BRIDGE MATS SHALL BE IN
PLACE UNTIL ACCESS IS NO LONGER NEEDED FOR CONSTRUCTION ACCESS OVER THE STREAM.
B. INSTALL A COFFER DAM AND STREAM PUMP AROUND PRIOR TO TRENCHING ACROSS A STREAM FOR INSTALLATION OF THE PIPE
(UTILITY) CROSSING, CONSTRUCTING AN AERIAL CROSSING AND RE -CONSTRUCTING EXISTING PERMANENT FORDS OR INSTALLING
NEW PERMANENT FORDS. ALL INTERMITTENT AND PERENNIAL STREAMS REQUIRE THIS MEASURE. DRY STORM DRAINAGE
DITCHES ARE EXEMPTED. REFERENCE SHEET ## FOR COFFER DAM & STREAM PUMP AROUND SEQUENCE.
C. RE -CONSTRUCT EXISTING PERMANENT FORDS AND OR INSTALL NEW PERMANENT FORDS AFTER ALL WORK IN THE PROJECT
CORRIDOR DOWNSTREAM IN TERMS OF SEWER FLOW IS COMPLETED AND ACCEPTABLE. THE USE OF EXISTING FORDS AND NEW
FORDS BY THE CONTRACTOR IS NOT PERMITTED AND SHALL ONLY BE FOR THE CITY OF EDEN'S OPERATION AND MAINTENANCE
DIVISION.
D. SEE SHEET ## FOR SUMMARY TABLE FOR STREAM AND DITCH CROSSING REQUIREMENTS.
18. UPON APPROVAL FROM NCDENR, NCDOT AND OWNER, REMOVE TEMPORARY EROSION CONTROL MEASURES AND RESTABILIZE ANY
DISTURBED AREAS.
19. CLOSE OUT PROJECT.
SEEDING
MIXTURE
20 lbs/acre of: SEE CHART
SEEDING
OPTIMAL SEEDING MONTHS:
DATES
NOVEMBER, FEBRUARY, OR MARCH
SEEDING
Temporary seeding will be required on all stream restoration
AMENDMENTS
areas disturbed following all land disturbing activities.
10
All soil in planting areas shall be tested and the rate of
Wood Oats
fertilization and lining shall be in accordance with the test
Coreopsis major
results.
5
The planting of any species of fescue grass along or adjacent to
Virginia Wildrye
streams and channels is prohibited unless otherwise approved
Juncus effuses
by the Engineer.
51
All areas shall be mulched for erosion control upon completion
Rice Cut Grass
of construction activities or as directed b the En in -
STREAM RESTORATION
PERMANENT SEEDING
Scientific Name
Common Name
Seed %
Andropogon virginicus
Broomsedge
15
Carex vulpinoides
Fox Sedge
10
Chasmanthium laxa
Wood Oats
10
Coreopsis major
Tickseed
5
Elymus virginicus
Virginia Wildrye
15
Juncus effuses
Soft Rush
51
Leersia oryzoides
Rice Cut Grass
10
Panicum clandestinum
Switchgrass
10
Scirpus cyperinus
Woolgrass
10
NOTE: USE PERMANENT STREAM BANK
STABILIZATION
0
y g
NOTE 1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1)
acre, a ground cover sufficient to restrain erosion must be planted or provided within 21 calendar days.
NOTE 2
Graded slopes and fills-- Within 21 calendar days, or completion of any phase of grading, whichever period is shorter,
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
3
a
PERMANENT SEEDING FOR STREAM BANK STABILIZATION
TEMPORARY SEEDING FOR SUMMER AND WINTER SEASONS
SUMMER SEASON WINTER SEASON
SEEDING 40 lbs/acre of: 50%" Browntop Millet (Panicum ramosum) 50 lbs/acre of: 50%" Barley (Horedum spp.)
MIXTURE 50%" Pearl Millet (Pennisetum glacum) 50%" Winter Rye (grain)
SEEDING April 1 - October 1 October 1 -April 1
DATES
SEEDING Temporary seeding will be required on all stream restoration Temporary seeding will be required on all stream restoration 1
AMENDMENTS areas disturbed following all land disturbing activities. areas disturbed following all land disturbing activities.
All soil in planting areas shall be tested and the rate of All soil in planting areas shall be tested and the rate of
fertilization and lining shall be in accordance with the test fertilization and lining shall be in accordance with the test
results. results.
The planting of any species of fescue grass along or adjacent The planting of any species of fescue grass along or adjacent
to streams and channels is prohibited unless otherwise to streams and channels is prohibited unless otherwise
approved by the Engineer. approved by the Engineer.
All areas shall be mulched for erosion control upon completion All areas shall be mulched for erosion control upon completion
of construction activities or as directed by the Engineer. of construction activities or as directed by the Engineer.
NOTE1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground cover
sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days.
NOTE 2
Graded slopes and fills-- Within 21 calendar days, or completion of any phase of grading, whichever period is shorter, slopes
shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion. DRAFT
TEMPORARY SEEDING AND MULCHING FOR STREAM BANK STABILIZATION
C
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
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1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
37
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
el
WDICKSON
RK
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
B
Raleigh, NC 27607
(v) 919.782.0495
A
www.wkdickson.com
DEWATERING CONCRETE BLOCK
8'-0" MAX
�
EXISTING DITCH 1'-6"
2" = FULL SCALE
VARIABLE AS DIRECTED BY THE ENGINEER
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SILT FENCE
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM
HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT AL DAMAGE IMMEDIATELY. IF
1'-6" SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN
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2:1 SLOPE GRAVEL FILTER
3 ENGINEER
MIN
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3
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PROD. DATE: April 2013
Q. C.: GF
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STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
TEMPORARY WIRE SCREEN
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SECTION A
NOTES:
NOTES: SECTION�__
-_==1I1=1I1=1I1=:
III I I—I I — III III
-III
�—III—I I—III—III—III— ;�.:..
SCOPE _
F���
1. USE CLASS 'B' EROSION CONTROL STONE FOR STRUCTURAL STONE.
e
1-III—III—III—I 11.
C? U o _ I—_III EXISTING
1. USE CLASS B EROSION CONTROL STONE FOR
SEDIMENT
M Q U I III- I GROUND
2. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE.
STRUCTURAL STONE.
=III—III— ,
I I=III a
�1 I
I I I I I— LINE
M m FSO
2. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
—... .
C? I I I
LL
STONE OUTLETS
CONTROL STONE.
3. PLACE STONE PER THE DIMENSIONS SHOWN IN
CONSTRUCTION SPECIFICATIONS
172\7/111/\
� ���\�\\�
THE PLAN ON A FILTER FABRIC FOUNDATION.
b
4. KEEP THE CENTER STONE SECTION AT LEAST 9
NOTES:
_
N 4"
INCHES BELOW NATURAL GROUND LEVEL WHERE
_
ANCHOR FABRIC
AS SHOWN
4 x d
THE DAM ABUTS THE CHANNEL BANKS.
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
5. EXTEND STONE AT LEAST V-6" BEYOND THE DITCH
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN.
SECTION
BANKS TO KEEP OVERFLOW WATER FROM
UNDERCUTTING THE DAM AS IT RE-ENTERS THE
PLACE THE BOTTOM ROW OF BLOCKS AGAINST THE EDGE OF THE STORM
NOTES:
DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
A A
CHANNEL.
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS
PLACING 2 X 4 WOOD STUDS THROUGH BLOCK OPENINGS.
OF CONCENTRATED FLOW
TEMPORARY ROCK SILT CHECK DAM
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH
2. THE CONTRACTOR SHALL MAINTAIN ALL SILT FENCING BY REMOVING AND DISPOSING OF SILT
N
1/2 -INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
ACCUMULATIONS AS DIRECTED BY THE ENGINEER. FILTER FABRIC SHALL BE REPLACED WHEN IT
NOT TO SCALE
3. USE CLEAN GRAVEL, TO INCH IN DIAMETER, PLACED 2 INCHES BELOW
HAS DETERIORATED TO SUCH EXTENT THAT IT REDUCES THE EFFECTIVENESS OF THE SILT FENCE
THE TOP OF THE BLOCCKK A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN
ON A2
3. FILTER FABRIC SHALL HAVE A MINIMUM TENSILE STRENGTH (@ 20% MAX. ELONGATION) OF 30lbs/LIN.
1
EVEN GRADE. DOT #57 WASHED STONE IS RECOMMENDED.
IN., WIRE FABRIC REQUIRED.
2
4. IF EXTRA STRENGTH FABRIC IS UTILIZED (MIN. TENSILE STRENGTH = 501bs/LIN. IN. @ MAX. 20%
PLAN VIEW
ELONGATION), WIRE FABRIC IS OPTIONAL, MAXIMUM POST SPACING = 6 FEET.
BLOCK AND GRAVEL INLET PROTECTION
5. STONE OUTLETS SHALL BE PROVIDED AT ALL LOW LYING POINTS. LOCATIONS OF STONE OUTLETS
NOT TO SCALE
HAVE BEEN INDICATED AT MAJOR LOW LYING AREAS. CONTRACTOR RESPONSIBLE FOR LOCATING
A
AND INSTALLING OUTLETS AT THESE AREAS AS WELL AS LOCAL LOW LYING SPOTS.
2—
—2
0
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
COARSE AGGREGATE
GEOTEXTILE
STONE SIZE = 2"-3"
SECTION A -A
TYPE A
EARTH BERM
(PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL)
A PIPE A
B
4xd
Sp,
MSN.
FLOW
-_
—
NOTE:
CONTRACTOR RESPONSIBLE FOR REMOVAL
SEDIMENT STRUCTURAL
AND REPLACEMENT OF TEMPORARY GRAVEL S / A
CONTROL STONE STONE
CONSTRUCTION ENTRANCE WHEN WORK
—
DICTATES THAT ENTRANCE BE DISTURBED FOR
-
- —
SEWER REALIGNMENT, REPLACEMENT, ETC.
CHANNEL BOTTOM PLAN
PLAN
- DIVERSION RIDGE PUBLIC
ROAD
GRADE
STRUCTURAL
B
15'
DIVERSION STONE
_
�—
POINT EARTH BERM
PLAN VIEW
— — —
SEDIMENT `L�� ROADWAY
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'
SLOPE 1 1/2:1
1 1=
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STONE
MI N 2
OR FLATTER
FABRIC
d
SECTION A -A
Z
PIPE FLOWS
INSTALLATION
—p
7'-6" MIN
AVOID CURVES IN PUBLIC ROADS AND STEEP SLOPES. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
D'-24" PIPE MAX
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE.
GEOTEXTILE
IF THE SLOPE TOWARD THE ROAD EXCEEDS 2%, CONSTRUCT A RIDGE, 6 TO 8 INCHES HIGH WITH 3:1 SIDE SLOPES ACROSS THE
SECTION A -A
FOUNDATION APPROXIMATELY 15 FT FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD.
NOTES:
h=RIP RAP TO TOP OF PIPE (MAX h=d+t)
t=20" CLASS 1 RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY, ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED.
1. USE CLASS W EROSION CONTROL STONE FOR STRUCTURAL STONE.
t=18" CLASS'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
2. USE NO. 5 OR NO. 57 STONE FOR SEDIMENT CONTROL STONE.
SECTION B -B
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT TRAP OR BASIN.
3. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT THE SHOULDER OR DIVERSION POINT.
TYPE B
INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 3600± CU FT PER ACRE OF DISTURBED AREA.
(PIPE OUTLET TO WELL- DEFINED CHANNEL)
SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR DOWN STREAM CONTROLS.
ROCK PILE INLET SEDIMENT TRAP
CULVERT OUTLET PROTECTION
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
DRAFT
A
I
b I
c
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
el
WDICKSON
RK
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
0 NTS NT
2" = FULL SCALE
1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
38
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
B I
C
( 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
PERMANENT LINER INSTALLATION NOTES:
0 NTS NT
nm
D/RECT/ONOFFLOW
Y "
—�
D/RECT/OiyOFFL
EXTEND 2'-3' PAST
TOP OF BANK
SITE PREPARATION
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TOP OF BANK
I—
D
TERMINATION GRADE AND COMPACT AREA.
z
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TRENCH (FIG 4)
O
F- W
0- Q7
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C/) U
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILL HAVE DIRECT CONTACT WITH THE SOIL.
O
LL
Lu �
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PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL GRADE.
0 Q 0
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APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
C N o
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MINIMUM OF 3"
DO NOT MULCH AREAS WHERE MAT IS TO BE INSTALLED.
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OVERLAP
LU LU III L6iW
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Q.C.: GF
Q.C. DATE: ----
pN
—
-I I=1 1=1 1=1 1=� _—_—_ _ _ •.' `.
��� CHECK
SLOT
PROJ. NO.:
2011011500RA
(FIG 2)
SEE SEEDING SCHEDULE FOR SEEDING REQUIREMENTS.
I-1 I II I II I I—I IH I—I I I=111--111-
--III—I
-I I—I I I—I I I—I I I—I I I—I I I—I I I ----I I II--1T11r1-
-III=1
�
APPLY SEED TO SOIL BEFORE PLACING MATTING.
-III—III—III—III—III—III—III—I I —I
''
�P
I. i� I 1=1 11=1 11=1 11-
1=1 I I—III—III—I 11=1 11=1 I I III I I I I 11=1 11=1 11=1 I I-
�
=
I I
I I I, II II 111111 I I—I I—III III=
111
30'
WHEN USING PERMANENT LINER, APPLY ADDITIONAL SEED AFTER INSTALLATION AND FILL MAT WITH SOIL.
I =1 I—I I I I—I I—�
III—III IF
; II II I II II I I I� I I111- I I_"—
I
I I, III -1
; ,,...I
INSTALLATION ON BANKS
3
START NEW ROLL
IN CHECK SLOT,
3
STAPLES AT 1'
6"
6" OVERLAP MINIMUM 1'-0"
EXTEND MAT 2 TO 3 FEET OVER CREST OF SLOPE AND EXCAVATE A 12" x 6" TERMINAL ANCHOR TRENCH. SEE FIGURE 4.
12" I.N 0.1 INT6ERVALS
INITIALANCHOR
TRENCH (FIG 1)
ANCHOR MAT IN TRENCH ON 1 FOOT SPACINGS, BACKFILL AND COMPACT SOIL.
FIGURE 2
J*
FIGURE 1
OVERLAP ADJACENT MATS 3" AND ANCHOR EVERY 18" ACROSS THE OVERLAP. THE HIGHER ELEVATION MAT SHOULD BE PLACED OVER THE
INTERMITTENT CHECK
LOWER ELEVATION MAT.
INITIAL ANCHOR TRENCH
SLOT/BEGI NING OF NEW ROLL
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL.
DO NOT STRETCH TIGHT.
—�
DIRECTION
ANCHOR MAT USING U -SHAPED WIRE STAPLES OR GEOTEXTILE PINS.
OF FLOW
BOTTOM OF BANK
INSTALLATION IN STORM WATER CHANNELS
QUO
EXCAVATE INITIAL ANCHOR TRENCH 12"X6" ACROSS THE CHANNEL AT THE LOWER END OF THE PROJECT. SEE FIGURE 1.
FIGURE 5
PLACE 6" x 6" CHECK SLOTS AT 30' INTERVALS ALONG THE CHANNEL. SEE FIGURE 2.
TRENCH AND CHECK SLOT LAYOUT
CUT 4" x 4" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION. EXTEND MAT 2 TO 3 FEET ABOVE CREST IF POSSIBLE. SEE FIGURE 3.
::..::.......... ..........
_.:-=.'°.•., ,.. ;.;::;;.,..,:-.:::':'
BEGINING AT THE CENTER OF CHANNEL AT THE DOWNSTREAM END OF THE AREA TO BE LINED, PLACE THE END OF THE ROLL IN ANCHOR
TRENCH AND SECURE WITH U -SHAPED WIRE STAPLES OR GEOTEXTILE PINS. SEE FIGURE 1.
_
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 3" OVERLAP. SECURE WITH STAPLES OR GEOTEXTILE PINS,
-111=111=111=111 111=111=111=111=111=111=11
BACKFILL ANCHOR TRENCH AND COMPACT SOIL.
-111—I I-111 I I—I I—I 1-
STAPLE AT 1'
I—III—III— STAPLE AT 1'
-1 I I—III I I — INTERVALS
_ _ _ _ _ _ _ _
�— — — `?' ::' •,:: _ _ _ _ _ _
I—I 11-1 I 1-1 1-1 1-1 1-11 1-11 1-11 1—`
=_ __ —_ _ _ _ _ _ _
_— I I _ I S I—I � I—III—III—III—I 11=1 11=1 11=1 I I-
INTERVALS
PERMANENT LINER MUST MEET OR EXCEED THE FOLLOWING REQUIREMENTS:
UNROLL MAT OVER COMPACTED ANCHOR TRENCH, STOP AT NEXT CHECK SLOT OR TERMINAL ANCHOR.
-1
—III.
I—I I I 11 1 1— 11=111—I I 1-111-111-111-111-111-111-111
I-1 I—III I III III—III—III—III—III—III—III—III—I I 1
- MAXIMUM PERMISSIBLE SHORT-TERM (1/2 HR.) VELOCITY OF 25 FT/SEC FOR VEGETATED
UNROLL ADJACENT ROLLS IN SAME MANNER, WITH A MINIMUM OF 3" OF OVERLAP.
''-11 I I I I— I I—I 1-1 1-1 1-1 1-111-111-1 1-111-1
AND 20 FT/SEC FOR UNVEGETATED
4"
I I I I=1 I I I I I-1 I I-1 I 1-1 I, I I I I ;III
MAXIMUM PERMISSIBLE LONG-TERM (50 HRS.) VELOCITY OF 14 FT/SEC FOR VEGETATED AND 10 FT/SEC
STAPLE AT 18" INTERVALS ALONG OVERLAP.
, ,I
6"
FOR UNVEGETATED
MAXIMUM PERMISSIBLE SHEAR STRESS OF 10 LB/FT2 FOR VEGETATED AND 8 LB/FT2 FOR UNVEGETATED
FOLD AND SECURE MAT ROLLS TIGHTLY INTO CHECK SLOTS. LAY MAT IN CHECK SLOT, FOLD BACK AGAINST ITSELF, ANCHOR THROUGH
BOTH LAYERS, BACKFILL AND COMPACT SOIL, CONTINUE ROLLING MAP UPSTREAM. SEE FIGURE 2.
FIGURE 3
FIGURE 4
BEGIN NEW ROLLS IN CHECK SLOT, AND OVERLAP ENDS MINIMUM OF 1'.
TOP OF BANK TERMINATION
TERMINAL ANCHOR TRENCH
SEE FIGURE 4 FOR TERMINATION AT UPSTREAM END.
SEE FIGURE 5 FOR TRENCH AND CHECK SLOT LAYOUT.
PERMANENT LINER
RECOMMENDED INSTALLATION
NOT TO SCALE
WATTLE DESCRIPTION
2
—
2
WATTLES ARE ELONGATED TUBES OF COMPACTED GEOTEXTILES, CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBER OR HARDWOOD MULCH.
STRAW, PINE NEEDLE AND LEAF MULCH -FILLED SEDIMENT TUBES ARE NOT PERMITTED UNDER THIS SPECIFICATION.
WHEN AND WHERE TO USE IT:
2"x2" WOOD STAKES OR
INSTALL SEDIMENT TUBES ALONG CONTOURS, IN DRAINAGE CONVEYANCE SWALES, AND AROUND INLETS TO HELP REDUCE THE EFFECTS OF SOIL
1.25#/FT STEEL POST
EROSION BY ENERGY DISSIPATION AND RETAIN SEDIMENT.
MATERIALS
�Cb ���
WATTLES FOR DITCH CHECKS AND TYPE A INLET STRUCTURE FILTERS EXHIBIT THE FOLLOWING PROPERTIES:
A
g -
PRODUCED BY A MANUFACTURER EXPERIENCED IN WATTLE MANUFACTURING.
COMPOSED OF COMPACTED GEOTEXTILES, CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBERS, HARDWOOD MULCH OR A MIX OF THESE
MATERIALS ENCLOSED BY A FLEXIBLE NETTING MATERIAL. STRAW, STRAW FIBER, STRAW BALES, PINE NEEDLES AND LEAF MULCH ARE NOT ALLOWED
UNDER THIS SPECIFICATION. UTILIZES OUTER NETTING THAT CONSISTS OF SEAMLESS, HIGH-DENSITY POLYETHYLENE PHOTODEGRADABLE
MATERIALS TREATED WITH ULTRAVIOLET STABILIZERS OR A SEAMLESS, HIGH-DENSITY POLYETHYLENE NON -DEGRADABLE MATERIALS. DIAMETER
I I_
RANGING FROM 18 -INCHES TO 24 -INCHES. 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.
INSTALLATION:
1. INSTALL OVER BARE SOIL, MULCHED AREAS OR EROSION CONTROL BLANKETS. THE MINIMUM DIAMETER SHOULD BE 18 INCHES.
I SLOPE > 1:1 =5' SPACING —111
2. BEGIN AT THE LOCATION WHERE THE WATTLE IS TO BE INSTALLED BY EXCAVATING A TRENCH 20% OF TUBE DIAMETER x 9" WIDE TRENCH ALONG
I
— 1
2-0" CONTACONIN
THE CONTOUR OF THE SLOPE. EXCAVATED SOIL SHOULD BE PLACED OP -SLOPE FROM THE ANCHOR TRENCH. AVOID DAMAGE TO SEDIMENT
TUBE A I
TUBES WHILE INSTALLING THEM. IF THE SEDIMENT TUBE BECOMES DAMAGED DURING INSTALLATION, A STAKE SHOULD BE PLACED ON BOTH
SIDES OF THE DAMAGED AREA TERMINATING THE TUBE SEGMENT AND A NEW TUBE SEGMENT SHOULD BE INSTALLED
=I 111
END VIEW OF DITCH =1
3. PLACE THE WATTLE IN THE TRENCH SO THAT IT CONTOURS TO THE SOIL SURFACE. COMPACT THE SOIL FROM THE EXCAVATED TRENCH AGAINST
—
THE WATTLE ON THE UPHILL SIDE. ADJACENT WATTLES SHOULD TIGHTLY ABUT.
SLOPE 2:1-1:1 =10' SPACING
—
4. SECURE THE WATTLE WITH 48" STAKES EVERY 2'-0" WITH A STAKE ON EACH END. STAKES SHOULD BE INTERTWINED WITH THE OUTER MESH ON
_ I
THE DOWNSTREAM SIDE AND DRIVEN IN THE GROUND TO A MINIMUM DEPTH OF 1.5 FEET LEAVING AT LEAST 3" OF STAKE EXTENDING ABOVE, THE
WATTLE STAKES SHOULD BE DRIVEN PERPENDICULAR TO THE SLOPE FACE. STAKES SHOULD BE 2"x2" WOODEN STAKES OR STEEL POSTS
— —
(STANDARD "U" OR "T" SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT). ALWAYS REFER TO THE MANUFACTURER'S
— —
RECOMMENDATIONS FOR THE STAKING DETAIL,
=1 —
5. INSTALL ALL TUBES INSURING THAT NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE TUBE. THE ENDS OF ADJACENT WATTLES
SLOPE 4:1-2:1 =20' SPACING
SHOULD BE LAPPED 6 -INCH TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT.IN NO SITUATIONS SHOULD SEDIMENT
— =
TUBES BE STACKED ON TOP OF ONE ANOTHER. IN SWALES OR DRAINAGE DITCHES PERPENDICULAR TO THE FLOW OF WATER. SEDIMENT TUBES
_ —
SHOULD CONTINUE UP THE SIDE SLOPES A MINIMUM OF 1 FOOT ABOVE THE DESIGN FLOW DEPTH.
SLOPE 6:1-4:1 =52' SPACING
6. SEDIMENT TUBE LENGTH SELECTED SHOULD MINIMIZE THE NUMBER OF SEDIMENT TUBES NEEDED TO SPAN THE WIDTH OF THE DRAINAGE
SLOPE <6:1 =50' SPACING
CONVEYANCE. IF THE DITCH CHECK LENGTH (PERPENDICULAR TO THE WATER FLOW) IS 15 FEET, THEN ONE 15 FOOT SEDIMENT TUBE IS
PREFERRED COMPARED TO TWO OVERLAPPING 10 FOOT SEDIMENT TUBES.
TYPICAL WATTLE SPACING BASED ON SLOPE GRADIENT
7. WATTLES FOR DITCH CHECKS SHOULD REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION AND ROOT SYSTEMS HAVE COMPLETELY
DEVELOPED AND CAN SURVIVE ON THEIR OWN.
1
3" FILL HEIGHT
INSPECTION AND MAINTENANCE:
1
WOOD STAKE
EXCAVATED
CHECK DAMS SHOULD BE INSPECTED EVERY 7 CALENDAR DAYS AND WITHIN 24 -HOURS AFTER EACH STORM THAT PRODUCES Y2 -INCHES OR MORE OF
TRENCH STRAW WATTLE
RAIN TO ENSURE CONTINUED EFFECTIVENESS.
INBED WATTLE t3" INTO
LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED.
EXISTING GROUND SURFACE
TO PROVIDE CUTOFF
IF EROSION CAUSES THE EDGES TO FALL TO A HEIGHT EQUAL TO OR BELOW THE HEIGHT OF THE CENTER, REPAIRS SHOULD BE MADE IMMEDIATELY.
REMOVE ACCUMULATED SEDIMENT FROM THE UPSTREAM SIDE OF THE SEDIMENT TUBE WHEN THE SEDIMENT HAS REACHED A HEIGHT OF
EXISTING SLOPE
APPROXIMATELY ONE-THIRD OF THE EXPOSED HEIGHT OF THE TUBE (MEASURED AT THE CENTER).
ACCUMULATED SEDIMENT SHOULD BE REMOVED PRIOR TO REMOVING SEDIMENT TUBES.
WATTLE REMOVAL SHOULD BE COMPLETED ONLY AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED. PERMANENT
SECTION A -A
VEGETATION SHOULD REPLACE AREAS FROM WHICH GRAVEL, STONE, SEDIMENT TUBES, OR OTHER MATERIALS HAVE BEEN REMOVED.
STRAW WATTLE _ DRAFT
NOT TO SCALE
a
I
b I
c
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
( 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
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PROD. DATE: April 2013
Q.C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
39
PROJ. NO.:
2011011500RA

B I CIF LANDICKSON
3
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1
A I B I C
TWO-WAY UNDIVIDED (L -LINES)
Q a Q
100' TO zaa' PRE � ® H
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Z TRAFFIC STREAM
+Q GENERAL iFT #. TAPER BUFFER BUFFER TAPER
Y !"' "� SO° -104' SPACE SPACE 100'
1 USE FLUORESCENT ORANGE SHEETING {TYPE VII OR HIGHER} ON ALL ADVANCED RK ZONE SIGNS. i
� GENERAL G GENERAL F PILOT CAR OPERATIONS C?
2- DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 8 DAYS PRIOR TO BEGINNING OF WORK, Q "� 1- REFER T4 STD. 1101.11 SHEET 4 FOR SIGN SPACING, 1- USE PILOT CARS WHEN DIRECTED BY THE ENGINEER. 'Q
UNLESS COVERED.
Za 2- INSTALL LANE CLOSURES WITH THE TRAFFIC FL BEGINNING WITH DEVICES ON THE 2- IF ROADWAY WIDTH IS LESS THAN 22 FEET {EOP T4 EDP } CONES Y NOT BE REQUIRED
UPSTREAM SIDE 4F TRAFFIC. ALONG RK AREA AND AT THE DISCRETION OF THE ENG JEER, CONES Y BE OMITTED ALONG
8- SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR THE WORK AREA I� USING A PILOT GAR.
H SHORT-TERM DAILY INTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; Y r H 3 REMOVE LANE CLOSURES AGAINST THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE ,
USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING �'' DOWNSTREAM SIDE 4F TRAFFIC. 3- CONES ARE ALWAYS REQUIRED IN THE UPSTREAM AND DOWNSTREAM TAPERS. iJ�
APPLICATION IS USED, SIGNS Y BE PORTABLE MOUNTED. fT1 4 PLACE CONES THRU THE RK AREA AT THE IMUM SPACING EQUAL IN FEET TO 2 TIMES 4 MOUNT SIGN G20-4 "'PILOT CAR FOLLOW ME`° AT A CONSPICUOUS POSITION ON THE REAR OF
THE POSTED SPEED LIMIT. THE PILOT VEHICLE.
4 ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY 4R AS DIRECTED. 5 EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS 5 DO NOT INSTALL MORE THAN ONE {1 MILE OF LANE CLOSURE, MEASURED FROM THE BEGINNING
Qp PROVIDED TO THE FLAGGER {REFER TO STD, 1101.11 SHEET 2}. OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
5- USE SLB STEEL U -CHANNEL POST OR 4"' X 4°' WOOD POST FOR ALL RK ZONE SIGNS. 3LB STEEL
CD 6- 6- DO NOT STOP TRAFFIC IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME. 5- ADVISE RESIDENTS AND BUSINESSES WITHIN THE LANE CLOSURE LIMITS ABOUT METHODS OF J
U -CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1{B}, fn SAFE EGRESS AND INGRESS FROM DRIVEWAYS DURING FLAGGING AND PILOT CAR OPERATIONS. w
Y BE GALVANIZED STEEL, OR Y BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL 7- DRUMS OR SKINNY -DRUMS Y BE USED IN LIEU OF CONES, REFER TO ROADWAY STANDARD
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U -CHANNEL POST ARE ALSO DRAWING 1180.41 FOR SKINNY -DRUM REQUIREMENTS.
ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1114.41. PAYMENT FOR OD 8- USE FLAGGERS TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE. LEGEND
POSTS, SLB STEEL U CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE DE SUPPLEMENT FLAGGERS LOCATED AT INTERSECTIONS WITH FLAGGER AHEAD SIGNS &12' -")
PLACED APPROXIMATELY 254 FT. IN ADVANCE OF THE FLAGGER. FOR SIGNALIZE FLAGGER
ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1114. L�{K INTERSECTIONS PLACE SIGNALS IN THE FLASH MODE AND RECOMMEND THE USE 4F LAW CONE
$ WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1110.01. �-STATIONARY SIGN 9 REFER TO 2409 UTCD, CHAPTER 6, FOR FLAGGER CONTROL, REQUIREMENTS, AND PROCEDURES, PORTABLE SIGN
HEFT 3 OF 3 SHEET 3 OF 3 HEFT 1 OF 15 SHEET 1 OF 15
7- D4 NOT BACK BRACE SIGN SUPPORTS. DIRECTION 4F TRAFFIC FLOW 110 1 10- DQ NOT EXCEED A 1 MILE LANE CLOSURE LENGTH UNLESS OTHERWISE SHOWN IN THE TMP 4R DIRECTION OFTRAFFIC FLOW
® 11 11 . 0 11 1101 ® AS DIRECTED BY THE ENGINEER, 1101.02
NOTE: WING BARRICADES WITH SI4N R11-3
rTi NOTE: USE SIGN R11-4 IF SHOULD ALSO BE USED AT SIDE ROADS rT1
MLLE OR LESS TO ROAD CLOSED fl17•4 BETWEEN THE DETOUR PDYNT AND THE H
H � ROAD CLOSURE. T# POINT OF CLOSURE. H H
„� ® '° x ate „� —{ CROSSROADS (SHOWN) E— '�
OPTIONAL
: THRU IC a„ -s R71 -z ,� `� Q ROAD DR °,T°r INTERSECTION
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�1 T1 "Z �1 ]> 2 sao'x Q
46" X 18" Q 4"X 24" 10't 48"x18"
v Q TYPE III WING BARRICADES TYPE III BARRICADE{S} H H v Q TYPE IIT BARRICADE(S)
H~ H
C7 64o°t tf3 i- Q J Q
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Q 1- 1- 1- F F Q
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OAD ROAD �" ROAD
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CL45ED CLOSED CLOSED
H 04 4W20-2
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� t2 0; 0-2 OPTIONA
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46" x 4$" aa" x ae" aa" X ae" 4e" 4B" x 46° Q Z Qpp Q
C �' n Q W20-3
4 e" 48x ae" 48xia$" 4'X 24"
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c H 24-3 C°3 H R,-, C°3
M P -4R H 4$" X 48" H
X ,2" IF THERE I8 NOT AN EXISTING
M STOP SIGN, INSTALL STOP AHEAD
NOTES E— SIDNS WITH STaP SZON AN4 $TOP RAR.
1- IF NECESSARY USE THIS STD. FOR LANE, -WAY, AND MULTILANE DIVIDED AND UNDIVIDED i-
ROADWAYS. W
2 INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS,
AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS AL NOTES q
—I WILL BE MADE BY OTHERS {STATE 4R CITY FORCES} UNLESS OTHERWISE DESIGNATED IN THE 1- IF NECESSARY USE THIS STD FOR CROSS-ROADS AS SHOWN OR FOR "T`! INTERSECTIONS ON
PLANS. PROVIDE A MINIMUM 21 CALENDAR AY NOTICE TO STATE FORCES BEFORE A ROADWAY IS
�' CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE E TO INSTALL DETOUR TWO LANE, TWO-WAY AND MULTILANE UNDIVIDED AND DIVIDED ROADWAYS. }
H ROUTE SIGNS, INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY H 2- INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS,
OTHER PARTIES AFFECTED BY THE ROAD CLOSURE. H AND ANY NECESSARY MODIFICATIONS TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS
J WILL BEM E BY OTHERS {STATE OR CITY FORCES} UNLESS OTHERWISE DESIGNATED IN THE J J
H S INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE —{ PLANS, A MINIMUM 21 CALENDAR DAY NOTICE IS REQUIRED TO BE PROVIDED T4 STATE FORCES {.
Z BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND J BEFORE A ROADWAY IS CLOSED TO TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE E
—i BARRICADES WITHIN THE E CALENDAR DAY. C TO INSTALL DETOUR ROUTE SIGNS, AND TO INFORM LOCAL EMERGENCY AND LAW ENFORCEMENT Lu
PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.
4- USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN
R11-4 "ROAD CLOSED TO THRU TRAFFIC" IN THE EVENT THAT TRAFFIC MUST BE INTAZNED 3 INSTALL SIGNS BEFORE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE
BEYOND THE DETOUR POINT. BARRICADES BEFORE SIGNS WHEN OPENING THE ROADWAY TO TRAFFIC. INSTALLPREOVE SIGNS AND
5 DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD". BARRICADES WITHIN THE E CALENDAR DAY.
4- POSITION BARRICADES SUCH THAT THE STRIPES ARE SLOPED DOWNWARD IN THE DIRECTION TOWARD
6- POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE LEGEND WHICH TRAFFIC MUST TURN IN DETOURING. LEGEND
DIRECTION TOWARD ICH TRAFFIC MUST TURN IN DETOURING.
�— STATIONARY SIGN {- STATIONARY SIGN
HEET 1 OF 9 SHEET 1 OF $ SHEET 2 OF 9 5- USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY, 4R FOR SHEET 2 iiF 9
7 USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR DIRECTION OF TRAFFIC FL EMERGENCIES. IN THIS CASE, NO STOP BAR IS NECESSARY.
® EMERGENCIES. ® ® DIRECTION OFTRAFFIC FL .
[DRAFT,_,,
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
0 NTS NT
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PROD. DATE: April 2013
Q.c.: GF
Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA

B I Com DICKSON
3
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1
A I B I c
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�]' .I 0 WORK 1-5C!31- USE THIS DETAIL FOR OPERATIONS SUCH AS ERECTION AND REMOVAL OF OVERHEAD SIGNS, BRIDGEQaxaB" � 0.
GIRDERS, OR OTHER TYPES OF CONSTRUCTION WHERE THE ENTIRE TRAVELWAY MUST BE CLOSED TO
Q TRAFFIC. GENERAL NATES w �
2- IMPLEMENT THIS TYPE OF ROAD CLOSURE DURING PERIODS OF LOW TRAFFIC VOLUMES, DEPLETE � 1- PLACE SHOULDER CLOSURE SIGNS ON THE SAME SIDE AS THE SHOULDER THAT IS CLOSED,
� THE EXISTING TRAFFIC QUEUE BEFORE RECLOSING THE ROADWAY TOT FFIC IF MULTIPLE 2- PLACE DRUMS IN THE SHOULDER TAPER AT THE MAXIMUM SPACING EQUAL IN FEET TO THE POSTED
CLOSURES ARE REQUIRED. Q SPEED LIMIT. THE MAXIMUM SPACING OF DRUMS ALONG THE WORK AREA IS EQUAL IN FEET TO
LEGEND 2 TIMES THE POSTED SPEED LIMIT.
3 TRAFFIC CONTROL DEVICES ARE SHOWN FOR ONE DIRECTION OF TRAFFIC APPROACHING THE ROAD LEGEND
CLOSURE, THE SAME DEVICES APPLY FOR THE OPPOSITE TRAFFIC DIRECTION. PORTABLE SIGN 3- USE STATIONARY SIGNS FOR LONG TERM OPERATIONS {LONGER THAN 3 DAYS}. #ARUM
4- REFER TO STD. 1101.11 FOR SIGN SPACING D BUFFER SPACE. FLA ER STATIONARY OR PORTABLE SIGN
HEFT $ OF 9 SHEET $ OF 9 HEET 1 OF 1 4- REFER TO STD. 1101.11 FOR L DISTANCE AND SIGN SPACING. � SHEET 1 OF 1
DIRECTION OF TRAFFIC FL ■M► DIRECTION OF TRAFFIC FLOW
® 5- LAW ENFORCEMENT Y BE USED TO SUPPLEMENT FLA ER, AS DIRECTED BY THE ENGINEER. ■
110 1 ■ Q 4 5- THE TWO-LANE, TWO-WAY DRAWING MAY BE APPLIED TO UNDIVIDED, MULTI -LANE FACILITIES. a
�" ACCESS THROUGH TEMPORARY BARRIER Q �" Q
ROADSIDE ACCESS POINT
'� . SHOWN FOR LEFT SIDE, SAME PRINCIPLE APPLIES FOR RIGHT SIDE ACCESSES F® a",,, . F®
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1-4 " -410 1-4
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Q � TRUCK EXTEND DRUM LENGTH SO TRUCK WHEN LANE IS CLOSED, � (,j- Q r Q —I fltFIGK REFERENCE - rrLrr DISTANCE TABLE LR- J
MULTILANE ROADS CAN MERGE TO EXISTING TRAFFIC DRUMS MAY BE REMOVED +�,�
—� �, SPEED FOR TRUCK EGRESS. —� Y Q Q
MINIMUM LDMSITUDINAL DISTANCE r'Lr' (FEET)
.�' rn 20' BARRIER GAP FOR LEFT LANE CLOSURE E'L- _ �^' m (ROUNDED VALUES) LI.I Q LL
�' w14-12 A SEE $°ED. 1101.02, SHEET 3. � Q { 1-4
D $NLD. CD
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Cn ©Q ACCESS POINT Cn Q Q POSTED LATERAL DTH "w" {FEET}
Ti A ■■■■■■■■ • • • • • # ■■■■■■■■■■■■■■■■■■■■■■■■■ 1—Z -fee r— CD 010-0
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TEMPORARY B A ~ 9=25"< Q (MPH) 1 2 3 4 5 B T 8 9 10 11 12 ~ Q
• —1 y„ BARRIER ■ Q —IA Q
— — — — — SEE STD. 1101.11 SHEET 3 �s w 20 10 15 20 30 35 40 50 55 60 TO 75 60 '
FOR BARRIER FLARE RATES �— F4 CL FILLI 0 4
Q ® � CRASH CUSHION IS REQUIRED WHEN j Q ® 26 T6 25 s 4 s $ T5 0111111 41"6, 95 1015 115 125
BARRIER GAP IS > O° TRUCK SHED.
— — — — —
ENTRANCE
30 15 30 45 60 75 90 105 120 735 954 165 780
w9a-12 A
" X L 5S 25 45 65 s5 1{F5 125 is 165 165 206 225 2 45 45 90 180 Uj
cr
In z 220 LL LU 0 0 co CD 45
RIGHT LANE CLOSURES MAY BE USED
WHEN ALLOWED BY THE ENGINEER.
40 30 55 Ba 110 195 160 190 215 240 270 295. 320
TRUCK TAPER LENGTH CRITERIA FOR 135 225 gra 31Ia 360 405 450 495 a
2-LANE,2-WAYROADS AUL ROADS FOR gE - CHANNELIZING TS I OK ZONES
ENTRANCE 2 -LANE, 2 -AY ROA AyS PREPARED
TRUCK r r� so so 100 Iso 200 250 300 iso 400 Oso s00 560 600 CO
W14-12 A SIGNS SHOWN FOR ONE APPROACH. ENTRANCE Q z TYPES OF TAPERS TAPER LENGTH
SAME SIGNING APPLIES FOR t} STOP LL 55 55 11ti 765 275 330 3.85 4412 $#i5 605 BBti
r
ACCESS 48"X48" BATH APPROACH DIRECTIONS W20 -7s (� UPSTREAM TAPER N
w8.1 w3-4 W94-12 A F!
POINT FI MERGING TAPER ..................... .............. ...........L MINIMUM
hi ae" x ae" a8"Xa8" a8"xas"' 48" X 48" $0 6t7 12ti 7$4 2a0 300 360 alt} 460 5aD 8t}o 660 T20 ^�
J .� SHIFTIP�Ri TAPER.............................................11101 AMI 6150 LU Uj
411 JU
NOTES
co Uj he Llj cc LU
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CA 11101.111
LDRAFT__,
t L MINIMUM
SEE NOTE 5 SHOULDER TAPER ........................................ .....Y L MINIMUM
' �•/ TWO-WAY TRAFFIC TAPER......................................50 - 100 FEET MAXIMUM 65 65 13t} 'E$5 'tk '25 3a a55 520
565, 715 TBD 'Q
HAUL ROAD 30 A B fa gs r.y
P1 ar 4 'd �y DOWNSTREAM TAPER...........................................9Q0 FEET MAXIMUM Ta TQ 14£I 2tt} 264 350 420 aAa 560 630 TaQ TTO Bdt9
Z TRUCK ,q D�,
�y ENTRANCE OC m Z"
W94-92 A 0
48" X 48"
WHEN DIRECTED BY THE ENGINEER, TRAFFIC MAY BE STOPPED = AL
USE TYPE III BARRICADES WHEN r►"
`jy, TO ALLOW WORK VEHICLE ACCESS. USE THE SAME SIGNING HAUL ROAD IS NOT BEING USED .� n rr
FOR Haul ROADS As sHGsm IN THE ADJACENT DETAIL. 1 TABLE FOR L DISTANCE IS BASED ON CHANNELIZATION TAPER FORMULA FROM THE M,U.T.G,D,
VH ERE: CO r
GENERAL NOTES Q SPEED LIMIT FORMULA
1 MOUNT SIGNS ON BOTH LEFT AND RIGHT SIDES ON DIVIDED ROADWAYS. SIGNS ARE REQUIRED 6 WHEN NOT SPECIFIED IN THE PLANS OR BY THE ENGINEER, PAYMENT FOR CONVENIENCE WILL NOT
ONLY ON THE RIGHT SIDE OF THE ROADWAY FOR UNDIVIDED ROADWAYS. BE MADE FOR FLA ERS. C3 40 MPH OR LESS LMIN W x S2
Z Dp 60 .E
2 PROVIDE MINIMUM STOPPING SIGHT DISTANCE FOR EACH FLAGGER LOCATION.
45 MPH OR GREATER LMIN W x S
3 REFER TO STD. 1101,11 SHEETS 2 & 4 FOR STOPPING SIGHT DISTANCE AND SIGN SPACING. LEGEND
®® PORTABLE CONCRETE BARRIER
4- UPON COMPLETION OF EACH HAULING OPERATION, REPAIR, SWEEP, AND RESTORE THE ROADWAY TEMPORARY CRASH CUSHION L =MINIMUM TAPER LENGTH IN FEET {LONGITUDINAL DISTANCE}
TO BE SAFELY TRAVERSABLE AT NORMAL OPERATING SPEEDS. # DRUM W =WIDTH OF OFFSET IN FEET {LATERAL DISTANCE)
E-
STATIONARY SIGN S =POSTED SPEED LIMIT, OR OFF PEAK 65 PERCENTILE SPEED IN MPH PRIOR TO RK STARTING,
5- "BUMP" SIGNS {W3-1} ARE REQUIRED ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT OR THE ANTICIPATED OPERATING SPEED IN MPH
OF IMPLEMENTING THE HAUL ROAD. USE FLAGGERS AT ALL TIMES TO STOP TRAFFIC WHEN BUMPS W PORTABLE SIGN
HEFT 1 OF 1 ARE LOCATED ACROSS THE ROADWAY. CONSTRUCT BUMPS TO PROVIDE A SMOOTH TRANSITION FOR FLA ER SHEET 1 OF :OA
HEFT 1 OF 4 2- rrLrr DISTANCE IS FOR APPLICATION WITH CHANNELIZING DEVICE AND PAVEMENT MARKING TAPERS SHEET 1 OF 4
TRAFFIC CROSSING THEM. REMOVE BUMPS PRIOR TO ALLOWING TRAFFIC TO RESUME NORMAL DIRECTION OF TRAFFIC FL AND TRANSITIONS. CHANNELIZING DEVICES INCLUDE DRUMS, CONES, TUBULAR MARKERS,
1101.05
community infrastructure consultants
Transportation +Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "=NTS
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41
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Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA
OPERATING SPEEDS.
®
®
BARRICADES, RAISED ASPHALT ISLANDS, AND VERTICAL PANELS.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
GF
Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA

B I C C15 m:cc MDICKSON
3
2-
1
A I B I C
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m —I� Q m —I� ADVANCE WARNING SIGN Q
ra —1 Z►
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DESIGN Q L�- Lzi U Q L�-
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{> 55} 1000 1500 2700
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BS 645 2285 405
� �" � ��� 246 �� o v z �" STATIONARY OR PORTABLE SIGNS Q �
j'rj r � r DISTANCE TO 4TH SIGN
75 620 2560 540 REPEAT FOR ANY CONSECUTIVE SIGNS DISTANCE TO 3RD SIGN DISTANCE TO 2ND SIGN DISTANCE 7O IST SIGN
�} 84 910 2680 915 h� � �i h�
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Q REFERENCE e> Q
POINT C1
GENERAL
1- TABLES ARE SED ON THE AASHTO GREEN BOOK "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND �► t1.1
STREETS" AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"'. MINIMUM SIGHT DISTANCE �- Z
VALUES ARE FOR PASSENGER CAR VEHICLES ON WET AND LEVEL ROADWAYS. CONSULT THE SHTO S Cl1 S
Uy GREEN BOOK TO KE FINAL DETERMINATION OF STOPPING SIGHT DISTANGE REQUIREMENTS.
F -i F -i Q
2- BUFFER SPACE TABLE IS BASED ON THE BRAKING DISTANCE PORTION OF STOPPING SIGHT DISTANCE EL
FOR WET AND LEVEL PAVEMENTS. I.L.
LLi I'1'I Lii
3- USE OF STOPPING SIGHT DISTANCE IN TRAFFIC CONTROL PLAN APPLICATIONS INCLUDES PROVIDING C3
SIGHT DISTANCE FOR TRAFFIC APPROACHING A LANE CLOSURE. PROVIDE 2 -LANE, 2 -WAY ROADWAYS GENERAL
STOPPING SIGHT DISTANCE TO THE FLAGGER. FOR LANE CLOSURES ON MULTILANE ROADWAYS PROVIDE r7'I 0_
STOPPING SIGHT DISTANGE TO THE BEGINNING OF THE LANE CLOSURE MERGE TAPER, OR FLASHING
ARROW BOARD. EXTEND LANE CLOSURES AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE 1- REFER TO 2009 MUTGD.
IS PROVIDED. 2- USE THIS STANDARD DRAWING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY STANDARD
4- USE OF MINIMUM PASSING SIGHT DISTANCE TABLE IN TRAFFIC CONTROL FLAN APPLICATIONS DRAWINGS WHERE SIGN SPACING DISTANCES A, B, G, ARE SPECIFIED.
INCLUDES PROVIDING SIGHT DISTANGE REQUIREMENTS FOR PLACEMENT OF PAVEMENT MARKING 3 APPLY THE ADVANCE WARNING SIGN SPADING CHART ERE A SERIES OF 2 OR MORE SIGNS ARE
HEFT 2 OF 4 PASSINGINO-PASSING ZONES FOR 2 -LANE, 2 -WAY ROADWAYS. SHEET 2 OF 4 HEFT 4 OF 4 USED. ALL SIGN SPADING DIMENSIONS ARE APPROXIMATE. FIELD ADJUST AS VARIOUS CONDITIONS SHEET 4 OF 4
® ' CD CD
1 ■ '� ■ OCCUR, SUCH AS LIMITED SIGHT DISTANGE, OBSTRUCTION INTERFERENCE, ETC110 1 . 111
■Ir
a o Q rn TYPE III BARRICADE TYPE III BARRICADE a
H END -OF -ROADWAY APPLICATIONS
H, H , Re MAXIMUM (SEE NOTE 3) ,y.
mZ = a
hi —I Q Q H —I y 1211 MAX. $" TYP. Q Q =
•'H LATERAL CLEARANCE: R Q aD --1 � �
C-) Ill SEE STANDARD � Q LL =-n> ® ^yam.., rjj LLI Q LI- _
y �%" 3' MINIMUM FROM TRAVEL LANE. SPECIFICATIONS I— ( Q y �' 2' TYP, (� (�
FOR APPROVED SIGN ,�,j
PLACE SIGN BEYOND SHOULDER Q � N
C%i © Q SUBSTRATE MATERIAL (— = CIi+ Q O _ (—
TI POINT IF IT CANNOT BE INSTALLED Z � CD *> TRAVELWAY THE CLEARANCE z 1.4 > ic LL_ LIJ to Cl) LU cc
Cr cr_ Uj
LLI -1'I ;mill
Q PLUMO. ZF SEQN %S PLACED WITHIN ~ L%- ' Q H 5' MIN. U—
A ANE CLOSURE OR ON THE Q Q n �_ _n S'
ALTERNATE ORANGE & WHITE STRIPES 2' TVP. ALTERNATE ORANGE & WHITE STRIPES Q Q Cl)
—I
APPLIES FROM THE OPEN LANE (— —��'" --i D N �
I � I LLJ
P {STARILI2ER BAR REQUIRED) (STARILI2ER RAR REQUIRED) 7�
(SEE NOTE $} (SEE NOTE $)
GENERAL NOTES
1- HORIZONTAL RAILS FOR MAY BE CONSTRUCTED OF APPROVED COMPOSITE, HOLLOWJCORRUGATED
MOUNTING HEIGHT DIMENSIONS: EXTRUDED RIGID POLYOLEFIN, HIGH DENSITY POLYETHYLENE, OR OTHER NGDOT APPROVED MATERIAL.
FOR TWO-LANE, TWO-WAY ROADWAYS INCLUDING
THOSE WITH CONTINUOUS LEFT -TURN LANES, ( 2- BARRICADE SHALL BE LIMITED TO A MAXIMUM LENGTH OF $ FT UNLESS NCHRP 350 CRASH TESTED
THE HEIGHT BETWEEN ROADWAY TO SIGN sHALL Q FOR CATEGORY II DEVICES AND NCDOT APPROVED.
M BE 1' MINIMUM. r11
Z FOR ALL OTHER ROADWAYS THE HEIGHT BETWEEN Q Q Z 3- ONLY NCDOT APPROVED COMPOSITE AND ROLL -UP SIGNS MAY BE MOUNTED ON THE BARRICADE RAILS. Q
Q RDADwAY To SIGN SHALL BE s' MINIMUM. Q MOUNT SIGNS TO BARRICADE RAILS TO ENSURE SIGN WILL NOT BECOME DETACHED UNDER NORMAL (L
r
----------
>
_ _ _ __ _______ ___ ----------- i WIND AND TRAFFIC CONDITIONS.
PAVED SHOULDER Z
TRAVEL LANE 4- SIGNS SHALL BE MOUNTED A MINIMUM OF 1 FOOT FROM THE GROUND TO THE BOTTOM OF THE SIGN
rll J = UNLESS SIGNS R11-3 OR R11-4 ARE REQUIRED BY THE PLANS OR DIRECTED BY THE ENGINEER. t--{
SHOULDER POINT "��j 5- USE TYPE VII OR HIGHER PRISMATIC RETROREFLECTIVE SHEETING ON BOTH SIDES OF THE �
IF SUPPLEMENTAL PANEL IS REQUIRED Q —{ �s BARRICADE RAILS. Q
USE A 5' MINIMUM HEIGHT TO MAIN SIGN ,'L 0..{
WITH A S' MINIMUM HEIGHT TO PANEL Q ® H
6- BARRICADE MUST BE NCHRP 350 FOR CATEGORY II DEVICES AND NGDOT APPROVED WITH STABILIZER
m BAR OR ADEQUATE LATERAL BRACING. Q H W
o °tS N
Z F N 7- ASSEMBLY OF THE GENERIC BARRICADES MUST BE SELF CERTIFIED BY THE ASSEMBLER.
F—
ITi 8- BARRICADES USED TO CLOSE A ROADWAY SHALL EXTEND ACROSS THE ENTIRE ROADWAY. WHERE E- Q
a' LOCAL TRAFFIC MUST BE MAINTAINED, THEY MAY BE PLACED IN A STAGGERED PATz CO 00 z cn
CA LDRAFT__,
TERN.co (�
9- STRIPES ON WORK ZONE BARRICADE RAILS SHALL BE ALTERNATE ORANGE AND WHITE
C7'�? FH Q RETROREFLEGTIVE STRIPES, SLOPED DOWNWARD TOWARDS THE SIDE WHICH TRAFFIC IS TO PASS OR H
.E TURN IN DETOURING. WHERE NO TURNS ARE INTENDED, THE STRIPES SHOULD SLOPE DOWNWARD .1
TOWARD THE CENTER OF THE BARRICADE OR BARRICADES.
�,, GENERAL NOTES 10- USE RED AND WHITE STRIPES FOR PERMANENT BARRICADES. LL!
ci 1- DIMENSIONS SHOWN ARE MINIMUM VALUES. MOUNT SIGNS SO THEY WILL BE CLEARLY VISIBLE TO Q 11- SEE THE DEPARTMENT'S APPROVED PRODUCTS LIST
APPROACHING TRAFFIC EVEN WHEN SIGNS ARE MOUNTED BEHIND TRAFFIC CONTROL DEVICES SUCH AS AT https:jtapps.dot.state.no.ustvendorlapprovedproduots.
DRUMS, BARRIER, OR OTHER OBJECTS.
12- PLACE MANUFACTURER'S NAME AND FEDERAL HIGHWAY ADMINISTRATION"S NCHRP 350 APPROVAL
2- ALL PORTABLE SIGNS AND STANDS MUST MEET OR EXCEED THE REQUIREMENTS OF NCHRP 350 FOR LETTER NUMBER ON BARRICADE FRAME.
CATEGORY II DEVICES. USE PORTABLE WORK ZONE SIGNS AND STANDS SPECIFICALLY DESIGNED FOR
ONE ANOTHER. 13- PLACE SANDBAGS OR OTHER APPROVED BALLASTING METHODS ON THE FEET OF THE FRAME. DO NOT
PLACE SANDBAGS ON TOP OF A STRIPED RAIL OR STABILIZER BAR. DO NOT BALLAST BARRICADES BY
SHEET 1 OF 1 3 ALL PORTABLE RK ZONE SIGNS AND STANDS MUST BE LISTED ON THE DEPARTMENT'S APPROVED SHEET 1 pF 1 HEFT 1 OF 1 HEAVY OBJECTS SUCH AS ROCKS, CHUNKS OF CONCRETE OR OTHER ITEMS THAT WOULD CAUSE DAMAGE SHEET 1 OF 1
1110.02 PRODUCTS LIST AT https:tjapps.dot.state.nc.usjvendorjapprovedproducts. 11110. 1 1 4 5 ■ 1 IF THE BARRICADE IS STRUCK BY A VEHICLE. 1145.0
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
FULL SCALE: 1 "= NTS
0 NTS NT
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1 " = HALF SCALE r
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PROD. DATE: April 2013
Q. C.:
42_
GF
Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA
I ■ A
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
GF
Q.C. DATE: ----
DRAWING NUMBER:
PROJ. NO.:
2011011500RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
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BALLAST WILL BE A MINIMUM OF 15 POUNDS
1- USE HAND SIGNALING DEVICES SUCH AS STOP -SLOW PADDLES, FLASHLIGHTS TO CONTROL TRAFFIC.
U.
USE STOP -SLOW PADDLES AS THE PRIMARY DEVICE.
0_n7.5"
w
2- FABRICATE STOP -SL PADDLES FROM SHEET METAL OR OTHER LIGHT SEMI RIGID TERIAL.
0
MIN.
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PROVIDE A RIGID HANDLE OF SUFFICIENT LENGTH SO THE PADDLE IS HELD AT 7 FEET ABOVE GROUND
LU
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LEVEL.
GENERAL
OTE
3- PROVIDE STOPPING SIGHT DISTANCE TO EACH FLAGGER STATION (REFER TO STD. 1101,11
SHEET 2).
1- USE BALLAST AS SPECIFIED BY THE MANUFACTURER. DO NOT PLACE BALLAST ON TOP OF THE
3- REFER TO SECTION 1180, STANDARD SPECIFICATIONS FOR ROADS AND INSTRUCTIONS FOR
DRUM.
ADDITIONAL REQUIREMENTS.
4- ILLUMINATE FLAGGER STATIONS DURING NIGHT OPERATIONS.
2- IF NECESSARY, PLACE THE NAME OF THE AGENCY,
CONTRACTOR, OR SUPPLIER ON
4- USE TYPE 3 OR HIGHER HIGH INTENSITY PRISMATIC SHEETING.
5- FOLLOW FLAGGER QUALIFICATIONS AND METHODS OF HAND -SIGNALING PROCEDURES IN ACCORDANCE
NON-RETROREFLECTIVE SURFACES. SHOW THE LETTERS AND NUMBERS USING A
WITH PART VI OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
I
NON-RETROREFLECTIVE COLOR AND NOT OVER 2" IN HEIGHT.
5- SEE THE DEPARTMENT'S APPROVED PRODUCTS LIST
SHEET 1 OF 1
SHEET 1 OF 1
§HEET 1 OF 1
AT https://apps.dot.state.ne.us/vendor/approvedproducts.
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME:
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(� 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
PROFESSIONAL SEAL
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PROD. DATE: April 2013
Q. C.: GF
Q.C. DATE: ----
DRAWING NUMBER:
43
PROJ. NO.:
2011011500RA