20201888 Ver 1_09_20210113_SIGNED_EWP Bank Stabilization_20210118

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
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CONSTRUCTION DRAWINGS
EEWP STREAMBANK STABILIZATION
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DEVELOPED FOR:
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CITY OF DURHAM
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DURHAM, NORTH CAROLINA
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CONTRACT NO. XXXXXXX
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SHEET INDEX
PERMIT DRAWIN PLAN
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NO. DESCRIPTION
T-1 TITLE SHEET
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EWP 008 G-1 GENERAL NOTES
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006 LOCATION D-1 — D-7 DEMO PLAN
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C-1 — C-7 SITE PLAN AND PROFILE
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Durham 5' XSC-1 — XSC-7 CROSS SECTIONS
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KHA PROJECT EWP STREAMBANK
011494113 14�'}3,z°21 SHEET NUMBER
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01 /13/2021 ' aQoDATE
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STABILIZATION
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© 2020 KIMLEY—HORN AND ASSOCIATES, INC. SCALE AS SHOWN � �, �A ";�, T-1
PREPARED FOR '"="I
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM F� ;�' Qaro�Z
PHONE: [phone] FAX: [phone] CITY O F DURHAM .......,•• ��`,,
DRAWN BY DLH
WWW.KIMLEY-HORN.COM
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
GENERAL NOTES:
TOPSOIL REMOVAL AND STOCKPILE:
CONSTRUCTION SEQUENCE:
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1. EWP 005 DISTURBED AREA = 1.16 ACRES
1. TOPSOIL CONSISTING OF LOAM AND ORGANICS SHALL BE REPLACED IN
13. THE CONTRACTOR SHALL COORDINATE A FINAL SITE INSPECTION WITH
EWP 006 DISTURBED AREA = 1.27 ACRES
ALL GRADED STREAM BANK AREAS TO A MINIMUM 4" DEPTH UNLESS
1.
THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF WORK TO THE CITY
THE CITY STAFF, REPRESENTATIVE FROM THE NRCS EWP PROGRAM,
AND ENGINEER FOR APPROVAL. THE CONTRACTOR SHOULD
AND ENGINEER TO REVIEW THE COMPLETED SITE CONSTRUCTION AND
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EWP 007 DISTURBED AREA = 0.60 ACRES
A GREATER DEPTH IS OTHERWISE SPECIFIED. THE FINAL GRADE
GENERALLY PLAN TO CONSTRUCT THE PROPOSED STREAM
TO OBTAIN FINAL APPROVAL.
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EWP 008 DISTURBED AREA = 0.81 ACRES
ELEVATIONS INCLUDE THE APPLICATION OF THIS TOPSOIL LAYER.
IMPROVEMENTS FROM DOWNSTREAM TO UPSTREAM TO PROTECT
TOTAL DISTURBED AREA FOR ALL SITES = 3.84 ACRES
THEREFORE, IN THESE AREAS IT MAY BE NECESSARY TO OVER
COMPLETED STREAM SECTIONS FROM CONSTRUCTION ACTIVITIES
14. UPON FINAL APPROVAL, THE CONTRACTOR SHALL NOTIFY THE LAND
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EXCAVATE TO ACCOUNT FOR THE REPLACEMENT DEPTH OF THE
DURING CONSTRUCTION. THE CONTRACTOR MAY PROPOSE AN
QUALITY SECTION WHEN ALL LAND DISTURBANCE ACTIVITY IS
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2. A PRE -CONSTRUCTION CONFERENCE MUST BE HELD WITH
TOPSOIL. THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY
ALTERNATIVE CONSTRUCTION SCHEDULE FOR APPROVAL BY THE
COMPLETE AND A GOOD STAND OF TEMPORARY VEGETATION AND
REPRESENTATIVES OF THE CITY, REPRESENTATIVE FROM THE NRCS
STOCKPILING THE TOPSOIL FOR RE -PLACEMENT THROUGHOUT
CONSTRUCTION.
ENGINEER.
ADEQUATE PERMANENT GROUND COVER HAS BEEN ESTABLISHED.
EWP PROGRAM & CONTRACTOR OF RECORD BEFORE ANY WORK CAN
BE STARTED ON SITE. THE STREAM SHALL BE INSTALLED ACCORDING
2.
THE CONTRACTOR SHALL COORDINATE A PRE -CONSTRUCTION MEETING
15. REMOVE SILT AND CONSTRUCTION FENCES, AND OTHER TEMPORARY
TO APPROVED PLANS AND PROFILES. IF A FIELD CHANGE IS
TRAFFIC CONTROL:
WITH CITY STAFF, PRIVATE AND PUBLIC UTILITIES, REPRESENTATIVE
EROSION CONTROL DEVICES AFTER APPROVAL.
NEEDED, THE REDESIGN AREA(S) MUST BE APPROVED BY THE CITY
1. ACCESS TO PRIVATE RESIDENTIAL DRIVEWAYS MUST BE MAINTAINED
FROM THE NRCS EWP PROGRAM, AND THE DESIGN ENGINEER. THE
AND ENGINEER PRIOR TO INSTALLATION.
DURING CONSTRUCTION. IF ACCESS TO PRIVATE RESIDENTIAL
CONTRACTOR SHALL SCHEDULE THE MEETING A MINIMUM OF 48
DRIVEWAYS CANNOT BE MAINTAINED DUE TO CONSTRUCTION ACTIVITIES,
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.
ON -STREET PARKING WITHIN 50 FEET OF PRIVATE ACCESS TO THE
3. THE CONTRACTOR SHALL HAVE A SET OF SEALED CONSTRUCTION
RIGHT-OF-WAY AND PEDESTRIAN WALKWAY AROUND CONSTRUCTION
3.
THE CONTRACTOR SHALL PROVIDE THE START DATE OF ANY ONSITE
DRAWINGS ON THE PROJECT SITE AT ALL TIMES.
ACTIVITY MUST BE PROVIDED.
LAND DISTURBANCE ACTIVITY TO LAND QUALITY SECTION'S RALEIGH
REGIONAL OFFICE AT [phone] 48 HOURS PRIOR TO
4. THE CONTRACTOR SHALL ADHERE TO ALL FEDERAL, STATE, COUNTY,
2. ACCESS TO AILEY YOUNG PARK AND PARKING LOT MUST BE
MOBILIZATION.
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AND CITY LAWS, ORDINANCES, AND REGULATIONS WHICH IN ANY
MAINTAINED DURING CONSTRUCTION.
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MANNER AFFECTS THE CONDUCT OF THE PROJECT, INCLUDING, BUT
4.
THE CONTRACTOR SHALL INSTALL TRAFFIC CONTROL MEASURES,
NOT LIMITED TO INITIATING, MAINTAINING, & SUPERVISING ALL
EROSION CONTROL MEASURES, TREE PROTECTION FENCING, AND
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
3. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT TRAFFIC FLOW IS
OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS
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WORK.
MAINTAINED ON ALL IMPACTED CITY STREETS DURING CONSTRUCTION.
NECESSARY TO INSTALL THESE ITEMS. THE CONTRACTOR SHALL
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NOTIFY THE ENGINEER WHEN FENCE INSTALLATION IS COMPLETE FOR
4. WHEN A TEMPORARY CLOSING IS REQUIRED, THE CONTRACTOR SHALL
INSPECTION BY THE CITY. INSPECTION BY THE LAND QUALITY
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFORM TO
COORDINATE WITH THE CITY OF DURHAM TO IMPLEMENT A TRAFFIC
SECTION IS NOT NECESSARY PRIOR TO COMMENCING LAND
ALL REQUIREMENTS OF THE SPECIFICATION AS THEY RELATE TO
CONTROL PLAN.
DISTURBANCE AS THE LAND QUALITY SECTION WILL PERFORM
COORDINATION WITH THE OWNERS AND THE UTILITIES THAT EXIST ON
PERIODIC INSPECTIONS FOR COMPLIANCE.
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SITE. CONTRACTOR MUST ALSO COMPLY WITH UTILITY OWNER
GROUND COVER AND SITE STABILIZATION MEASURES:
REQUIREMENTS WHEN OPERATING WITHIN THE RIGHT-OF-WAY AND
5.
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES
EASEMENTS.
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE
REQUIRED FOR WORKING IN A LIVE STREAM PER THE PLANS AND
WHERE LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR
SPECIFICATIONS AND/OR AS DIRECTED BY THE PROJECT ENGINEER.
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PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
SEE EROSION AND SEDIMENT CONTROL PLAN.
6. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM
1.1. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND
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TO THE PROJECT SPECIFICATIONS AND THE CITY OF DURHAM
ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3: 1)
6.
THE CONTRACTOR SHALL SET/STAKE AT A MINIMUM THE STREAM
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STANDARD SPECIFICATIONS. IN THE CASE OF CONFLICT, THE
SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION
CENTERLINE, PROPOSED TOP AND TOE OF SLOPES AND BREAKLINES,
PROJECT SPECIFICATION SHALL GOVERN. IN CASE OF A CONFLICT
WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY
STRUCTURE LOCATIONS, AND LIMITS OF DISTURBANCE IN THE FIELD
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BETWEEN THE STANDARD SPECIFICATIONS AND THE SPECIAL
EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST
PER THE DRAWINGS. THE ENGINEER RESERVES THE RIGHT TO ADJUST
CONDITIONS, THE SPECIAL CONDITIONS SHALL GOVERN. THE
LAND -DISTURBING ACTIVITY.
THE LOCATION AND ELEVATIONS OF THE PROPOSED ITEMS BEFORE
CONTRACTOR SHALL OBTAIN AND USE ALL APPLICABLE ADDENDA.
1.2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
THE CONTRACTOR BEGINS ANY CONSTRUCTION.
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE
PRACTICABLE BUT IN ANY EVEN WITHIN 14 CALENDAR DAYS FROM
7.
CLEAR VEGETATION AS WORK PROGRESSES ALONG THE PROPOSED
ITS WORK WITH ANY WORK TO BE PERFORMED BY THE UTILITY
THE LAST LAND DISTURBING ACTIVITY.
BANK STABILIZATION AND STREAM CHANNEL ALIGNMENTS. THE
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OWNERS OR OTHERS IN THE RIGHT-OF-WAY. ARRANGE A SCHEDULE
2. CONDITIONS - IN MEETING THE STABILIZATION REQUIREMENTS ABOVE,
CONTRACTOR SHOULD PAY SPECIAL ATTENTION TO REMOVED TREES
OF OPERATIONS THAT WILL ALLOW FOR THE COMPLETION OF THE
THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY:
THAT CAN BE USED IN THE PROPOSED LOG STRUCTURES OR AS
PROJECT WITHOUT ANY UNDUE DELAY.
2.1. EXTENSIONS OF TIME BE APPROVED BY THE PERMITTING
TRANSPLANTS. STOCKPILE TREES THAT WILL BE USED LATER AS
AUTHORITY BASED ON WEATHER OR OTHER SITE -SPECIFIC
ROOTWADS AND LOGS. SHRUBS AND TREES LESS THAN 3" IN
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
DIAMETER THAT ARE TO BE TRANSPLANTED SHALL BE MARKED WITH
HIGHLY VISIBLE TAPE BY THE ENGINEER. THESE SHRUBS AND TREES
ALL EXISTING STRUCTURES, UTILITIES, FENCES, ETC. WHICH ARE NOT
2.2. ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE
SHALL BE SAVED FOR TRANSPLANTING AND STOCKPILED. ALL
TO BE DISTURBED DURING CONSTRUCTION. REFER TO THE PROJECT
GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS
SHRUBS AND TREES MARKED TO BE TRANSPLANTED SHALL BE
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND
REMOVED ENSURING THAT THE ROOT MASS IS INTACT.
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COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER THAN
9. ALL EXCESS MATERIALS SHALL BE HAULED OFF BY THE
3:1, THE 7 DAY REQUIREMENT APPLIES.
8.
WHERE DESIGNATED, THE CONTRACTOR SHALL CONSTRUCT PROPOSED
CONTRACTOR. EXCESS GRADE MATERIAL SHALL BE SPREAD AT THE
2.3. ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM
CHANNEL IMPROVEMENTS. AS THE SITE IS GRADED THE CONTRACTOR
DESIGNATED PERMANENT STOCKPILE AREA WITHIN THESE DRAWINGS.
THE 7-DAY GROUND COVER REQUIREMENT.
SHALL STOCKPILE TOPSOIL FOR LATER USE.
REFUSE SHALL BE DISPOSED OF LEGALLY OFFSITE.
2.4. SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE
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7-DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE IS
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THE CONTRACTOR SHALL CONSTRUCT CHANNEL AND BANK
STEEPER THAN 2:1.
STABILIZATION TO A STABLE FORM BEFORE MOVING OUT OF THE
10. THE PROPOSED BANKFULL LINE AND GRADING LINES SHOWN WITHIN
2.5. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND
WORK AREA. A STABLE FORM SHALL INCLUDE, BUT IS NOT LIMITED
THE PLAN/PROFILE SHEETS DENOTE PROPOSED GRADING AS
COVER OTHER METHODS SUCH AS CHEMICAL STABILIZATION, MAY
TO, THE COMPLETION OF FINAL GRADE, THE COMPLETE INSTALLATION
INDICATED IN THE CROSS -SECTIONS AND PROFILE. GRADE LINES
BE ALLOWED ON A CASE-BYCASE BASIS.
OF IN -STREAM STRUCTURES TRANSPLANTS EROSION CONTROL
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MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT
MATTING, TOPSOIL, AND TEMPORARY VEGETATION ACCORDING TO THE
STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE
2.6. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL
TEMPORARY SEEDING SCHEDULE. SECTIONS OF STREAM WITHIN THE
A PROPER TIE-IN OR TO CREATE A MORE "NATURAL" APPEARANCE
COMMISSION -DEFINED "HIGH QUALITY WATER ZONE" (15A NCAC
PUMP AROUND OPERATION WORK ZONE SHALL BE STABILIZED WITH
FOR STREAM WORK.
04A. 0105), STABILIZATION WITH GROUND COVER SHALL BE
MATTING BY THE END OF THE WORK DAY.
ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON ALL
AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST
10.
THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES
SUBSURFACE:
LAND -DISTURBING ACT .
REQUIRED FOR WORKING IN ALIVE STREAM PER THE PLANS AND
LIMITED SUBSURFACE DATA IS MADE AVAILABLE TO THE CONTRACTOR FOR
2.7. PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN
SPECIFICATIONS AND/OR AS DIRECTED BY THE PROJECT ENGINEER.
THIS PROJECT (SEE PROJECT MANUAL). THE CONTRACTOR SHALL BE
ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO
SEE EROSION AND SEDIMENT CONTROL PLAN.
RESPONSIBLE FOR MAKING ADDITIONAL SUBSURFACE EVALUATIONS.
DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE
TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED ON THE
11.
CONSTRUCTION SHALL BE COMPLETED INCLUDING TEMPORARY
UTILITIES:
APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
VEGETATION, EROSION CONTROL MATTING, TRANSPLANTS, AND
THE CONTRACTOR SHALL CALL THE "CONTACT ONE -CALL CENTER" BY
STRUCTURES. AS NECESSARY CONTRACTOR SHALL RE -SEED AREAS
DIALING 811 BEFORE DIGGING. THE CONTRACTOR SHALL FIELD
WITH TEMPORARY SEEDING TO MEET THE COVERAGE REQUIREMENTS IN
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LOCATE ALL UTILITIES INSIDE THE CONSTRUCTION CORRIDOR.
THE PROJECT SPECIAL CONDITIONS.
12.
IF CONSTRUCTION IS COMPLETED DURING THE PLANTING SEASON
SPECIFIED HEREIN, THEN INSTALL FINAL PLANTING PER THE DRAWINGS
AND SPECIFICATIONS. OTHERWISE, DELAY FINAL PLANTING UNTIL THE
PLANTING SEASON.
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KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK ..`�����"CAJ?SHEET NUMBER
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DATE ; a0: •�FESSKI ey))) Horn
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01 /13/2021 STABILIZATION _ d
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SCALE AS SHOWN GENERAL NOTESG-1
© 2020 KIMLEY-HORN AND ASSOCIATES, INC.PREPARED FOR
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601 DESIGNED BY JLM16
3ADB798 �po�,
PHONE: [phone] FAX: [phone] �''$�' ••..1... �Q
DRAWN BY DLH CITY OF DURHAM �''.�FFR L,,.``�
WWW.KIMLEY-HORN.COM '�,,,��������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 B7-8585-45EF-B4BF-483023857lA4
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PIN:0832.09.05-6663
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DEED BOOK 3245 PAGE
PLAT BOOK 24 PAGE 43
PARCEL ID: 106640
PIN: 0832-09-05-5535 \ 2100 GLENDALE AVENUE
WEST 4TH LLC
DEED BOOK 8499 PAGE 797 (�
PLAT BOOK 21 PAGE 42 \ •
409 W CLUB BOULEVARD PARCEL ID:106595
PIN: 0832-09-OW85 I Oz
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DEED BOOK 7334 PAGE 4
LINE LEGEND
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2115 GLENDALE AVENUE
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PARCEL ID: 106592
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LOCALIZED COORDINATES
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BARRY L HAIRSTON
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WATER MANHOLE W
NORTH: 825,493-48'
EAST: 2,030,49 -49'
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302.5' X
DEED BOOK 1737 PAGE 945
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ELEVATION:.
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X 303.7' 2111 GLENDALE AVENUE
CLEANOUT
SEE NOTE 3
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2113 GLENDALE AVENUE
TBM IN 14" PECAN
NAVD'$$ELEVATION=306.40' 303.8'XA\\ ;_«;�� I 1 STORM WATER MANHOLE
303.3'X �-�% 11 \\\- �- - �
14* PECAN
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` TOP OF WATER= 293.3'.: \ \ \ \ \ \ \\ v) `�
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303.8' X / i / / (6110/20 @ 10:30 AM)
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EAST: 2,030,564.56' 15" TRIPPLE GUM / / / / // / !✓ // r \ ` `
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NAVD'88 ELEVATION: 303.13' \
PARCEL ID:106591
2111 EDGEVALE ROAD
(SEE NOTE NO.3} PIN:0832-09-05.6368 16GUM
X 301.8'
BOUNDARY LINE
BOUNDARY LINE NOT SURVEYED
RIGHT-OF-WAY
EXISTING EASEMENT
MAJOR CONTOUR WITH ELEVATION
MINOR CONTOUR WITH ELEVATION
OVERHEAD ELECTRIC - LEVEL C
WATER LINE - LEVEL C
SANITARY SEWER
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PARCEL ID:106585
PIN:0832.09.15-0385
CITY OF DURHAM
DEED BOOK 3245 PAGE 559
PLAT BOOK 24 PAGE 43
100 DAVIDSON AVENUE
SON AVENUE
NOTES: I CITY OF DURHAM 302.3' X Ij// // / / / 11 �. \ `� PpR3 FROM ACTUAL. __
1. THIS MAP REPRESENTS A TOPOGRAPHIC AND PLAN IMETRIC SURVEY OF EXISTING PHYSICAL IMPROVEMENTS, UTILITIES, AND OTHER :ll / �' ± . I o, WkN `~- S(/
DEED BOOK 326 PAGE 611 \ y C1L CREEK 15 THE PROPERTY LINE ly
SURFACE AND SUB -SURFACE FEATURES, 302.2' X \ \ S� R
PLAT BOOK 14 PAGE 21 /, j 1 15°BEECH ; \ ��.. Aly
2100 GLENDALE AVENUE U r ! / !1 ' / ` �- s PIER TOP OF 8'DIP= 296.4' O�ROM
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED. ' f o I �� I !////// / / I , FIBER OPTICSAG= 325.0' X A�RIq� /f
3. NC GRID COORDINATES AS SHOWN WERE DERIVED BY USING THE NC RTK NETWORK USING A TOPCON HIPER II DUAL FREQUENCY GPS UNIT. \ • f // i ! 1 \ \\`` 1 _ = - - _ - - L - - - - - _ - - -' y OG
THE HORIZONTAL DATUM IS NC GRID (NAD83/NSRS2007). THE VERTICAL DATUM AS SHOWN IS NAVD'88. THE COORDINATES AS SHOWN ARE /� oo / I I \\ \ ` ` - I �` ~ ~ ~ ~ ` \ R4pys/
J I 1r � � � `•\ �� � 1 ~ � .295 - - -- - - .� �. EXPRESSED IN US SURVEY FEET. LOCALIZED COORDINATES SHOWN HEREON WERE LOCALIZED USING GPS CONTROL POINT #3 (NOT 1 - - _� \� -- , - - -
SHOWN) AS THE POINT OF LOCALIZATION. GPS #3 HAS THE FOLLOWING NC GRID (NAD831NSRS2007) COORDINATES OF NORTHING; 824,648.66, \ I - \
EASTING: 2,032,840.71 AND A NAVD'88 ELEVATION OF 304,751. THE PROJECT COMBINED FACTOR IS 0.99995171. I �� - - - - - - w -
4, THE PROPERTIES DEPICTED HEREON ARE SUBJECT TO THE FINDINGS OF A COMPLETE AND ACCURATE TITLE OPINION AND THEREFORE O (, I I W 1 - - -_ - _ -
DOES NOT NECESSARILY SHOW ALL ENCUMBRANCES ON THE PROPERTIES. THE PROPERTIES DEPICTED HEREON ARE SUBJECT TO ALL WATER MANHOLE
PARCEL ID: 106590 CONTROL POINT #103 X 302.5' \
EASEMENTS, RIGHTS -OF -WAY, AND AGREEMENTS, IF ANY, AS THE SAME MAY APPEAR IN PUBLIC RECORDS IN THE OFFICE OF THE REGISTER RIM ELEVATION= 304.1' `� ` _) \ -
PIN: 0832 09 D5 6372 (REBAR & CAP) \
OF DEEDS, CLERK OF THE COURT, TOWN OR COUNTY TAX OFFICES. TOP OF NUT-_ 304,8' / / ^ ti 1 X 301.9
CITY OF DURHAM LOCALIZED COORDINATES u -
5. FIELD WORK FOR THIS PROJECT WAS COMPLETED ON JULY 27, 2020. DEED BOOK 326 PAGE 611 NORTH: 825,351,50' I f X 302,5' // + \���
PLAT BOOK 03 14 PAGE 21 EAST: 2,0,771.55' I / 36'GUM 1
2109 GLENDALE AVENUE NAVD'88 ELEVATION; 304,67'
(SEE NOTE NO, 3) 28" SYCAMORE
w
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;:; 18"GUM /
I, JEFFERY S. MUNN, CERTIFY THAT THIS MAP OR PLAT REPRESENTS A PLANIMETRIC SURVEY, A CLASS Z uj I X 300.5' oA'
"C" TRIGONOMETRIC TOPOGRAPHIC SURVEY THAT WAS DRAWN UNDER MY SUPERVISION FROM AN • ® U ` - - - - 301- - /� X 300.8'
uj
ACTUAL FIELD SURVEY; THAT THE PARCEL BOUNDARIES AND EXISTING RIGHT OF WAYS AS SHOWN Q W w X 301.5'
WERE SHOWN IN PART FROM ACTUAL SURVEY AND BY USING THE ATTACHED DEED OR PLAT J II-_ o
REFERENCES AS SHOWN HEREON. THE PARCELS ARE SHOWN FOR REFERENCE PURPOSES ONLY AND Q O
SHOULD NOT BE CONSIDERED AS BOUNDARY SURVEYS' THAT THE RATIO AND PRECISION AS +a+++'"rrr`�� \ PARCEL iD 106589
04
CALCULATED FOR THE CONVENTIONAL SURVEY WAS 1:10,000+; THAT THE COORDINATES AS SHOWN `+'� .•CA ���♦♦ PIN: 0832 09 05 7218
� `� Ll CITY OF DURHAM W
WERE ESTABLISHED AS STATED IN NOTE NO.3; THAT THIS SURVEY MEETS THE REQUIREMENTS OF THE ■�" O ; pFESS/p'••. �' �� DEED BOOK 326 PAGE 611 € �� Z w
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINA; THAT THIS MAP OR PLAT DOES + :• Q4 : PLAT BOOK 14 PAGE 21 I 0 Q
NOT MEET THE REQUIREMENTS OF GS 47-30 AS AMENDED, WITNESSED MY HAND AND SEAL THIS 91TH 2107 GLENDALE AVENUE
DAY OF SEPTEMBER , 2020. L3948
♦ �
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CA LIMA PROFESSIONAL LAND SURVEYOR L-3946
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PARCEL ID_ 106586
PIN:0832-09-05-8390
CITY OF DURHAM
DEED BOOK 326 PAGE 612
PLAT BOOK 14 PAGE 21
2110 GLENDALE AVE
CONTROL POINT #104
(REBAR & CAP)
LOCALIZED COORDINATES
NORTH: 825,249.31'
EAST: 2,030,964.09'
NAVD'68 ELEVATION: 301.82'
(SEE NOTE NO.3)
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919120 ORIGINAL ISSUE
DATE. SURVEY COMPLETED: JUNE 8, 2020
SCALE:
1" w 20'
DRAWN BY:
B. RICHARDS
CHECKED BY:
J. MUNN, PLS
PROJECT:
BN2002
SHEET: 1
OF
2

DocuSign Envelope ID: 62AD21 B7-8585-45EF-B4BF-4830238571A4
CONTROL POINT #105
(REBAR & CAP)
LOCALIZED COORDINATES
NORTH: 825,073.48'
EAST: 2,031,247.86'
NAVD'88 ELEVATION: 306.08'
(SEE NOTE NO.3)
\
\
14
PARCEL ID:109271
PIN: 0832.13.14-4974
NC STATE HIGHWAY COMMISSION
NO DEED REFERENCE FOUND
2116 GLENDALE AVENUE
CONTROL POINT #106
(REBAR & CAP)
LOCALIZED COORDINATES
NORTH: 824,930,68'
EAST: 2,031,465,06'
NAVD'88 ELEVATION: 299.69'
(SEE NOTE NO.3)
�- 20" PINE
aoo.2' x �
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15 28" PECAN �a� 15" ORNAMENTAL
PARCEL ID: 109230 `\\\ \\ \1\ 11`\ 4' CHAIN LINK
PIN: 0832.09-15-4174 \ TB IN 28"PECAN f • x
CITY OF DURHAM 'MAVD'88 ELEVA ION = 303,W ,� X 299.5'
DEED BOOK 3245 PAGE 559 �r9°� 1 '1 ' } 5 1 j z
PLAT BOOK 24 PAGE 43
90 ST PAUL STREET
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PARCEL ID:109227
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PIN:0632-09.15-7120
TRISHA LAYNE GRADY
DEED BOOK 8613 PAGE 1
PLAT BOOK 24 PAGE 43
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2109 FARTHING STREET
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DEIRDRE A JOHNSON
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X FFE= 3077 F�
X 300.0' PLAT BOOK 24 PAGE 43
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\ I \` ♦` \\ \` \ ` 1 1\ \ 1 . LOCALIZED COORDINATES \ \\\\ �L' Z PIN: 0832-13-14-7958
\ \ I \ \\\♦ \\\\ \ ! \ y } I1 111 NORTH: 824,982.25' \\\ \�?93 �� ��
_♦\ I \\ \\♦ \`\\\ \ 1 \1 i�i EAST:2,031,648.14' \ \ �� ` �\ x '� MARATHOMPA
\ % \ \\♦ \\ I 297.4 X i\i \\ , x 301.1' DEED BOOK 7520 PAGE 96
♦ \ `` \ \ \♦\ \\\ - �� NAVD'88 ELEVATION: 300.88' `� `` `� \\ PLAT BOOK 24 PAGE 43
(SEE NOTE NO.3) ��� �\\ 2105 FARTHING STREET
� \\ 20"PECAN
\\`•� \ \ \ \ \ \ \ � \ \ \� � � � ,/ � �_ � icy I i \, ` � `\\ `� \\\ \\�
-290
N\\ \\ \ ♦ \ \ _ \ \ - TOP OF WATER= 289.5'
\ \\\\ \ \ X
(717120 @ 9:45 AM) •\\\ �,
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,\a TOP OF WATER= 290.0' X ' 288 - 4G f.A1N LINK
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/XFFE= 306.2'
18 MAPLE 11111r11i�1r1 � PARCEL1D:109224 i
f f lJ�r/fir(/%%ll�lllll�! r /18'MAPLE \ ` \ \\ 1\ X300.T 111 i 1 \\.\\\\\ 1 I '30r_
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18" GUM rllll���/I//I/Il J f \ \ r \ \ \ , _ 1 DEED BOOK 8644 PAGE 4
// ! f 1 f (1 I \ \ \ \ \ 1\111 j \\ \ \ ♦ \ \ \ j ! 11 \,!}y 1 PLAT BOOK 24 PAGE 43
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\ \ \ ♦ \ \` \ s�\\\ \ \ \ \` \♦ \; \\ \\\\\\ ,� \\ * DIANN ELIZABETH BAILEY
\ \♦ \ \ \ \ \ ` \ \ \ \ \ \��\\\ ♦ \\ \ \ \ \ \ \ \\ \\ \\\ \ DEED BOOK 7847 PAGE 536
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HIGBEE STREET
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PARCEL ID:109238
PIN:0832.13.14-8890
MARVIN M MARTIN JR
ESTATE BOOK 2014 PAGE 644
DEED BOOK 378 PAGE 232
PLAT BOOK 14 PAGE 84
100 HIGBEE STREET
4CHAINLINK xX304.8'
AM
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CONTROL POINT #109
(REBAR & CAP)
LOCALIZED COORDINATES
NORTH: 824,763,84'
EAST: 2,031,828.25'
NAVD'88 ELEVATION:299.97'
(SEE NOTE NO.3)
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DATE SURVEY COMPLETED: JUKE 8, 2020
SCALE: 1" = 2V
DRAWN BY: B. RICHARDS
CHECKED BY: J. MUNN, PLS
PROJECT: BN2002
SHEET: 2 OF 2

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130
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KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK --''. SHEET NUMBER
In Horp DATE
01/13/2021 STABILIZATION a°:•��SS"°....y9-; PLAN AND PROFILE KEY SHEET
e° y9
SCALE AS SHOWN - : °• oedb':
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. (,t C-6
421 FAYETTEVILLE STREET STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR �.$,
EWP - 00
PHONE: [phone] FAX: [phone] � $�' �'
DRAWN BY DLH CITY OF D U RHAM ���''.�FFR�•L
WWW.KIMLEY-HORN.COM '�,,,��������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
PROFILE LEGEND
EXISTING SANITARY
SEWER/WATER LINE
EXISTING GROUND ELEVATION
AT EXISTING CENTERLINE
EXISTING GROUND ELEVATION
AT PROPOSED CENTERLINE
PROPOSED CHANNEL
BOTTOM ELEVATION
CONSTRUCTED RIFFLE
CONSTRUCTED RIFFLE
W/ LOG J—HOOK
PLAN LEGEND
PROPOSED MINOR CONTOURS
—sio— PROPOSED MAJOR CONTOURS
BOULDER TOE PROTECTION
® ROCK TOE PROTECTION
LOG J—HOOK
RIP RAP
VEGETATED SOIL LIFTS
NOTES:
1) TOPOGRAPHIC SURVEY WAS ACQUIRED FOR
LOCATIONS WHERE STREAM STRUCTURES AND
GRADING ARE PROPOSED. QL2 CONTOURS ARE
SHOWN IN AREAS WHERE TOPOGRAPHIC SURVEY
WAS NOT OBTAINED.
2) NO STRUCTURAL EVALUATION OR DESIGN HAS
BEEN COMPLETED ON EXISTING BUILDINGS,
CULVERTS, WALLS, OR OTHER STRUCTURES.
3) BOULDER STRUCTURES MAY REPLACE LOG
STRUCTURES TO USE ON SITE MATERIAL AS
LONG AS BOULDERS MEET SPECIFICATIONS AND
DETAILS.
GRAPHIC SCALE IN FEET
0 15 30 60
3280 w
328
o-o
a x D r >-
o'tO p ¢ ¢
+ rn m 3 3
ozN r � �
It F- o 0
a F FI
z O = _
a � �
324 PIN: 0821-17-21-1858 PIN: 0821-17-21-1773 CLIFF STREET PIN:
0821-17- 324
1-1773
� I
w
3
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nj O O O O O
I M14: NO ODO
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a + + Coco 00 00 L
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pZ00c0
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+
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(~/IW (~/)W HJ HJ Qw
O
�XN>
`\ to w to w ci w APPROX.
LOCATION
�''' N z
I
OF BEDROCK
316
316
CONSTRUCTS
RIFFLE CONSTRUCTED RIFFLE CONSTRUCTED
RIFFLE
312
1
312
3101
1
1
1
1
1
1
1
1
1
1
1310
401 +00 402+00 403+00
J
Q
U
F 3
i
1.5
GRAPHIC SCALE IN FEET
0 15 30 60
HORIZONTAL
Q000tio
lb
O^`b� OvO O�. °,/ SV L
py
Qp DIP//oho R
J ti� OFT FS°° �o
bM`a C�Q $ Q��O° L — /�S Oy
324
/ 32 / — SqN/TgRYX/STUN \ ^I \ \\ \ — — — �� — / / — \\ \ ` — Q ��0om°O FJ
r 32a� o� 2-Lpa00, / r� \^°o
480 / g =TIE RIP RAP INTO / 7SFM
e s)
c EXISTING CONCRETE.93
50
REMOVE CONCRETE WALL DEBRIS 8 poFT
?P FTC
1�05 / 50FT
o a
�P R EXISTING STABLE WALL SECTION TO \ rye z� ^¢ /' p \I _ / - / - \ \ \ J / \ \ _ _ _ / /' -
BE MAINTAINED. INSTALL RIP RAP
AT TOE OF EXISTING WALL. ABUT b =°��m �� s °z \ ����',�0� \ SOFT
THE BOULDER TOE TO THE EXISTING o�^T°ono QQ�T
lb
RETAINING WALL. ti o P P321lb
/'-
'
I
/ \\ B \ \\\ \\ O W OIL `:LOFT
/ TOP OF BOULDER TOE' " �P �" �� _ -
G� oT 27-a `316 -- � � � � tl � � " oL � l �
PROTECTION 319' °� I y �� / °° ^ °��� ° 5oFT /
OD \ 1v�`P� r-320^` / 50FT1`
\ \ ze T c i �F ����SEE SHEET UC-4 FOR
UTILITY PLAN AND PROFILE.
32 e F F e
\ TOP OF BOULDER TOE ` ry
v e
� P� / GRADE TO DRAIN.
o Q PROTECTION 318' \� � ! � , \ / ^ ` � -
\\\ STABILIZE WITH RIP RAP. �0
_ \ _
\ l \\\ \ \ \ lam\ I \
\ � \ �
0 \ — a / , \ 32 I \ \\ "7 -� 313�
315;— .�\\� ~.� \� \ \ J/318
Ilk-
^ 1 1 I \ l tio^^� c' `/ `\ —you
//�
,�
^ryae"� is O e � z \
l � ° v 316
lb g
v / // 10
G 201) \ o T
FT
KHA PROJECT 1/13/2021
— � 011494113
EWP STREAMBANK SHEET NUMBER
In Horp DATE
01 /13/2021 STABILIZATION ate: Wr'. PLAN AND PROFILE
USLIftned
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN ;: , P C-7
PREPARED FOR -$y .. iN ��I EWP — 008
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601 DESIGNED BY JLM e� DB79 �bpa
PHONE: [phone] FAX: [phone] DRAWN BY DLH
CITY O F D U RHAM '''- �FFR..� :''�''
WWW.KIMLEY-HORN.COM
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
INSTALL LIVE CUTTING BUNDLES
AND HERBACEOUS PLUGS FOR
THE LOWEST TWO LIFTS, TYP.
TOP OF WALL. SEE PLAN
AND PROFILE DRAWINGS.
INSTALL BOULDER WALL TO MAXIMUM 4' TALL
NOT INCLUDING THE FOOTER BOULDERS
RIP RAP TOE PROTECTION
TO BE A GRADATION OF
CLASS A, CLASS B, AND
#57 STONE.
PLACE LARGER BOULDERS AS
FOOTER BOULDERS (PLACE
FOOTER BOULDERS BELOW BOTTOM
ELEVATION OF CHANNEL).
LIVE CUTTINGS BUNDLES INSI
LIFTS FOR THE LOWEST TWO Llf
ON PLANTING NOTES AND
TIE TO EXISTIN(
LIVE CUTTING BUNDLE
PLANTED DEPTH
LIVE CUTTING BUNDLE
EXPOSED LENGTH
SPACE SOIL LIFTS ACCORDING TO
BANK SLOPE INDICATED IN PLAN AND
PROFILE SHEETS, MAX 0.5:1.
1.0' SOIL WRAP
3" WIDTH MIN
Dt
SECTION A -A
Im
EXISTING GROUND
AT TOP OF BANK
"—�.wwwrjlll
TIE TO EXISTING GROUND 11=i i 1-"'-
EXISTING STREAM BANK
V WOODEN STAKE SPACING PER COIR
FIBER MATTING DETAIL
BACKFILL BEHIND BOULDERS AS
NEEDED WITH SELECT MATERIAL OR
NCDOT CLASS A AND B RIP RAP,
AND # 57 STONE. PLACE IN 6" LIFTS
AND COMPACT. FILL VOIDS WITH
NATURAL BED MATERIAL.
FILL GAPS BETWEEN BOULDERS
WITH NCDOT CLASS A RIP
RAP, OR APPROPRIATELY
SIZED STONE.
GEOTEXTILE FILTER
FABRIC
1' DEEP FOOTING CONSISTING OF
WELL GRADED MIX OF NCDOT
CLASS I AND II RIP RAP, AND
#57 STONE.
A f� TRENCH TOP
LAYER OF COIR
MATTING e
MIR MATTING SFAM OVFRI AP MATTING Fi" miN
STAKE SPACING
PER COIR FIBER
MATTING, SEE
eDETAIL
( TYP. )
ISTALL HERBACEOUS
LUGS BETWEEN LIVE
TAKES
STREAM FLOW
A�
PLAN VIEW
BOULDER TOE WITH VEGETATED SOIL LIFT
NOT TO SCALE
NOTES:
SEE PLANTING PLANS FOR
HERBACEOUS PLUG DETAIL AND LIVE
STAKE DETAIL.
BOULDER MEAN DIAMETER
EWP-005
2.5'
EWP-006
2.5'
EWP-007
2.0'
EWP-008
2,0'
Dt
EWP-005
2.0'
EWP-006
2,0'
EWP-007
1.5'
EWP-008
1.5'
BANK GRADING ABOVE RIP
RAP PER TYPICAL SECTION
OR GRADING ON PLAN
-6"-18" RIP RAP AT
GRADE/FLUSH WITH BANK
6"-18" RIP RAP AT GRADE
OR FLUSH WITH BANK
WATER SURFACE
TOE OF SLOPE
DEPTH OF 1.5�
TIMES LARGEST
RIP RAP SIZE.
RIFFLE SECTION
WATER SURFACE
o v�c1c� TOE OF SLOPE
DEPTH OF 1.5J
TIMES LARGEST
RIP RAP SIZE.
POOL SECTION
Rip Rap
EWP-005
[::�25'
.
3.5'
6"-18"
EWP-006
3.5'
4.5'
6"-18"
EWP-007
1.5'
2.5'
3"-12"
EWP-008
1.5'
2.5'
3"-12"
ROCK TOE PROTECTIONNOTTO SCALE
MATTING WOODEN ANCHOR TRENCH AND TOE
IN TRENCH ON 1' CENTERS 1.
ANCHOR OVERLAP 2.
ON 1' CENTERS 2
. . . . . . . . . . . . . . . . . . . . 24"
ANCHORS ON
3' CENTERS tv
NOTE:
NAIL MAY BE USED IN LIEU
DIRECTION OF FLOW OF NOTCH.
WOODEN ANCHOR DETAIL
6" OVERLAY (MIN.)
PLAN VIEW
NOTE:
1. ALL NEWLY GRADED SLOPES THAT ARE NOT
SPECIFIED AS VEGETATED SOIL LIFTS ARE TO
HAVE COIR MATTING INSTALLED. SEE PLANTING
PLAN.
2. SITES EWP-005 AND EWP-006 SHALL USE 70OG
COIR MATTING AND SITES EWP-007 AND EWP-008
SHALL USE 40OG COIR MATTING. SEE SPECIAL
PROVISIONS.
BARE ROOT;
TYP.
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTING .
TO TOE OF SLOPE
AND KEY IN.
(SEE TABLE 2.1)
STREAM BED
18" (TYP.)
BACKFILL
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
LIVE STAKE, TYP.
6" MIN
FLOODPLAIN/
EXISTING
GROUND
TYPICAL STREAM BANK CROSS SECTION
COIR FIBER MATTING
NOT TO SCALE
DATEKKHA PROJECT 13/2021
011494113 EWP STREAMBANK ,,0`%%....CA`I p''' SHEET NUMBER
ey)))
in •......R
01 /13/2021 STABILIZATION ate: •°�tSS,°••• �9
y:
•Q 9•
• SCALE AS SHOWN DETAILS
_ • Q. ,fined rty:: _
© 2020 KIMLEY—HORN AND ASSOCIATES, INC. `': �'�
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR DTL-1
PHONE: [phone] FAX: [phone] ' $�' ••
DRAWN BY DLH
CITY OF D U RHAM ''''- �FFR••� :'•��''
WWW.KIMLEY-HORN.COM ''�,,,��������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
1/3
< BASE FLOW
wI
0
BURY END OF LO VANE INTO
CHANNEL BED 1'-2'
KEY INTO
BANK MIN.
ANCHOR LOG IBY PINNING WITH
HEADER ROC
POOL EXCAVITED PER
PROFILE OR IRECTION OF
ENGINEER
1/3
BASE FLOW
_8
3
0
J
L�
LOG VANE, 8"-12". DIAMETER
HEADER ROCK-
CONSTRUCT RIFFLE
WITH 1.5' DEEP
GRADATION OF 1 "-12"
RIP-R
AND ,
10% STI(
LE
DIAME
TOP OF
BANK
00
1/3
BASE FLOW
FOOTER ROCK
PLAN VIEW
A
uu_ V1_
RIFFLE
PLAN VIEW
-A of
w
Q
(6) 0
w
ca
0 NAIL FILTER
w
FABRIC TO BACK
OF LOG VANE
24" MIN.
WELL GRA
1 "-12" RI
STONE AN
CHANNE
COVER UPSTREAM FACES WITH
NONWOVEN GEOTEXTILE FABRIC,
TYP.
2I:
BOULDER, TYP. SEE PROFILE FOR
KEY INTO BANK MINIMUM OF 4.0' AT AN
ELEVATION EQUAL TO SLIGHTLY LOWER THAN
INNER BERM
LOG J-HOOK
NOT TO SCALE
COIR FIPro
MATTINC
TOP
BA*
SECTION A -A
SECTION B-B
Atli I IVIV A -A
CONSTRUCTED RIFFLE z
NOT TO SCALE
BANKFULL
FLOW
Ne
WELL GRADED MIX OF
1"-12" RIP RAP, #57
STONE AND NATURAL
CHANNEL MATERIAL
CONSTRUCT RIFFLE WITH 1.5' DEEP
GRADATION OF 1 "-12" RIP —RAP, #57
STONE, AND APPROXIMATELY 10% STICKS,
BRANCHES LESS THAN 4" IN DIAMETER,
AND LEAF PACK.
SLOPE 0%
HEADER ROCK, TYP. 24"
MIN. DIA.
SECTION B-B
NONWOVEN GEOTEXTILE FABRIC,
TYP.
RIP RAP TOE PROTECTION
TO BE A GRADATION OF
CLASS A, CLASS B, AND
#57 STONE
SEE PLAN SHEET
FOR GRADING
EXISTING GROUND
Dt
EWP-005
2.0'
EWP-006
2,0'
EWP-007
1.5'
EWP-008
1.5'
Dt
PROPOSED GROUND —I
IIIII
30" MEAN DIAMETER BOULDERS. PLACE
LARGER BOULDERS AS FOOTER ROCKS
(PLACE FOOTER ROCKS BELOW BOTTOM
ELEVATION OF CHANNEL). BOULDERS ARE
TO BE APPROVED BY ENGINEER PRIOR TO
INSTALLATION.
EXISTING GROUND
TIE TO EXISTING GROUND
PROPOSED GROUND
FILL GAPS BETWEEN BOULDERS
WITH GRADATION OF CLASS A
AND #57 STONE
— FILL B/W BOULDERS
AND FILTER FABRIC
WITH GRADATION OF
CLASS A AND #57
STONE
NONWOVEN FABRIC
TYPE II (GEOTEXTILE
FOR DRAINAGE)
BOULDER TOE PROTECTION WITHOUT VEGETATED SOIL LIFTS -
NOT
KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK --''. SHEET NUMBER
DATE ; a0: •*FESSKI ey))) Horn
/p••. y9
01 /13/2021 STABILIZATION _ � d
•Q _cc 9
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN :a ned DETAILSDTL-2421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR ;�• �.��"�
PHONE: [phone] FAX: [phone] �''$�' •• ••� •••
DRAWN BY DLH CITY OF DURHAM ,�,�FR
WWW.KIMLEY-HORN.COM
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
____"'Y8" TO 12" SPIKES VARY TIMBER SIZE GRIP DRAG CHAIN
FILL PORT WITH CAP EVERY 2 FT UNEVEN SURFACE FOR
DETAILA INTERNAL STABILIZATION BAFFLE IMPROVED TRACTION
WATER SURFACE
ELEVATION (WSE) OF DIVERTED
La FILL PIPE 7.0' MIN. OFFSET STREAM BASE FLOW.
7/
WIDTH FROM BANK /7/
0
Wl = 3D o00 00 -
0 00000 00 - CHOOSE TIMBER WITH SIZE
A 00000000000o A DRY WORK MIN. COFFER O O WISE OF DIVERTED BASE AND STRENGTH TO SUPPORT
DODO 000o AREA HEIGHT = 4.0' FLOW AT
SECTION A -A CONSTRUCTION EQUIPMENT
0 0 00 O O O 75% OF DAM HEIGHT
00 000o00 000
r'000000000 0 c
00000o 00000o W2 = Do + SPIKES EVERY 2 FT
La DRAIN
00000°0 000o° WITH CAP LENGTH AS NEEDED
°°0o000 0 EXISTING STREAM MIN. COFFER
MIN
00 00 GRADE WIDTH = 9.0' INTERNAL GRIP/DRAG CHAIN
Plan ° STABILIZATION
FRONT ELEVATION WIDTH AS NEEDED STAGGERED ENDS
FILL PORT TO GRIP BANK
WITH CAP,
Tailwater � 0.5 Do TYP.
O o 0 O o 0 COFFER DAM GENERAL NOTES FILL PIPE SUGGESTED HARDWOOD
0 000° O °00° C_
THREADED ROD ON OUTER SUPPORT
00 00000 T 1 AWATER-INFLATED TEMPORARY DAM, OR APPROVED EQUAL, SHALL BE USED FOR THE COFFER EVERY 3 FT
Filter Fabric 2. DYNAMIC WATER HEIGHT CONDITIONS SHALL NOT EXCEED 75% OF THE PROPERLY FILLED HEIGHT OF 1. PREDRILL AND INSET 3/4" THREADED STEEL RODS
THE BARRIER, OR MANUFACTURER SPECIFICATIONS.
EVERY 3' AND SECURE WITH AT LEAST ONE NUT.
Section A —A 3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S TECHNICAL 2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' WITH
Pipe Outlet To Flat Area SPECIFICATIONS FOR THE COFFER DAM PRIOR TO CONSTRUCTION. 8' TO 12' BARN SPIKES.
With No Defined Channel 4. THERE SHOULD BE A MINIMUM 7.0' OFFSET WIDTH BETWEEN THE EDGE OF THE COFFER DAM AND LIFTING LOOP (OPTIONAL)
THE STREAM BANK TO DIVERT THE STREAM BASE FLOW. THE CONTRACTOR SHALL INCREASE THIS STREAM CHANNEL BRIDGE MAT
WIDTH AS NECESSARY TO INSURE THE SAFE PASSAGE OF STREAM WATERS AROUND THE WORK
AREA. PLAN VIEW
DETAIL B
La
I i
o ��III��I � �0 III�II� Il�dll,4i I II Ii°III III l,ol
SURFACE FLOW
FILL PORT WITH CAP FILL PIPE
DIVERSION
O0 0000 ZZzz
Ioh
l
Wl = 3D o 0 0 00000 0000 LIFTING LOOP 1
O 00 00 00
O O 0 LIFTING LOOP OPTIONAL
A o 0o0o o00 0000 00 0000 00 0000 0 (OPTIONAL) (OPTIONAL) Iliil
o00o00 o00o0o Oo0000 000000 000 A
oO° 0 °0O° 00000 00000),0 000—
OO 00000 0o000 0o0OO 000
00 0000o00 O°00o00 0000o00 00000
000 0 000 0 000 0 000 0 OOo
O 0 0 0 0 0 O 0000 0 0 0
0 0=0 �O 0=0 0°O 0 0=O W2 = Do + 0.4La THERMAL SEAL O Ili
000000 000000 000000 000000 000 " THERMAL SEAL III
00000 00000, 000°00 000°00 000 w
OO o000 0000 0000 OOOO
° 00 00000 O00o0 O=0°0 DRAIN WITH CAP DRAIN WITH CAP 1
0 ° 000 00 0 000 00 0 O00 DRAIN WITH CAP
000 00 0 00 0
0 0 00 SIDE ELEVATION BRIDGE MAT
RECOMMENDED RECOMMENDED
SLOPE 1%2.1 OR FLATTER 1 /4 SUPPORT q 1 /4 SUPPORT
Tailwater > 0.5 Do
°000 000 EXAMPLE OF WATER FILLED COFFER DAM("2 2'-3' TYP•
H 00
000= 0 000° o A
NOT TO SCALE
00000 T — STREAMBANK
o BASE FLOW SURFACE FLOW
Filter Fabric SURFACE FLOW DIVERSION
DIVERSION
Section A —A WIDTH
H = Rip Rap to Top of Pipe (Max. H = D + T) �� A
T=1.5-Dmax , Unless Otherwise Shown On Plans SF SF TYPICAL TIMBER MAT 4
Pipe Outlet to Well —Defined Channel >— J
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS SILT FENCE LOCATED
AROUND PERIMETER OF
I. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown TEMPORARY STOCKPILE NOTE
In the plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed SEE DETAIL 5 e FOR SILT FENCE DETAILS.
material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the
riprap thickness. TEMPORARY SOIL STOCKPILE
2. The riprap and gravel filter must conform to the specified grading limits shown on the plans. LENGTH T R
L
J. Filter cloth, when used, must meet design requirements and be properly protected from SLOPE 1 SLOPE 2
punching or tearing during installation. Repair any damage by removing the riprap and sF sF HEIGHT
placing another piece of filter cloth over the damaged area. All connecting Joints should I sF
overlap a minimum of l foot. if damage is extensive, replace the entire filter cloth. u - - - - - - - - - L
4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
5. The minimum thickness of the riprap should be l.5 times the maximum stone diameter. SECTION A -A
■1
11
0110006
_
MEN
tt`i.••
. •.
♦•►O�
1 USE SAFETY FIL
FABRIC OR ADD
WARNING SIGN
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly -resistant
SF SF
FABRIC -SEE SPECIAL SIDE VIEW
weather and well graded.
�_ A
PROVISIONS
7. Construct the apron on zero grade with no overfall at the end. Make the top of the
riprap at the downstream end level with the receiving area or slightly below it.
PLAN VIEW
FRONT VIEW
8. Ensure that the apron is properly aligned with the receiving stream and preferably
strninht thrniinhniit lta lannth if n niirve la naerlarl to fit sites nnnr/ltlnns nlnna it in
NOTES
the upper section of the apron.
STOCKPILE DIMENSIONS
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LENGTH
I WIDTH
I HEIGHT
I SLOPE 1
1 SLOPE 2
9. Immediately after construction, stabilize all disturbed areas with vegetation.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
Cl/�AIC CU AI I ME' MIAf�Cn AT an' .AAV! k AI I., IAITCO%,AI C'
STOCKPILE 11
80'
1 80'
10' MAX.
3:1 MAX.
3:1 MAX.
JI VI\J JI 1/lLL UL 1 L(l lrLV - - IVI­IIVIVIVI 111 ILIN VP .
MAINTENANCE PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
Inspect riprap outlet structures after heavy rains to see if any erosion around or PER PROTECTION AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
below the riprap has taken place or if stones have been dislodged. Immediately MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
make all needed repairs to prevent further damage. TEMPORARY STOCKPILE
NOT TO SCALE COMBINATION SILT FENCE/
�
OUTLET STABILIZATION STRUCTURE 5
NOT TO SCALE 3 3
TREE PROTECTION FENCE
NOT TO SCALE
KHA PROJECT 13/2021
011494113 EWP STREAMBANK ,,•�`�����CA RO'''•,, SHEET NUMBER
In Horp
> DATE �'t •......R
01 /13/2021 STABILIZATION ate: •°��SS,°••• �9
y:
SCALE AS SHOWN �o nedbL EROSION CONTROL DETAILS © 2020 KIMLEY-HORN AND ASSOCIATES, INC. - DTL-3
PREPARED FOR - � ;
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INCOB,984F
C 27601 DESIGNED BY JLM : e� •. ,ji ���
PHONE: [phone] FAX: [phone] : $�' •• C 1 NE •••
DRAWN BY DLH CITY OF D U RHAM ���''.�FFR.......
•L :'•`�''
WWW.KIMLEY-HORN.COM '�,,,��������.
rNo. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
GEOTEXTILE DEWATE
DIRT BAG WITH STABII
e OU
4
BY-PASS PUMP OUTLI
WITH ENER(
DISSIPATOR, T)
E
IMPERVIOUS DIKE, TYP.
e4
DEWATERIN
FOR SEDIMENT LADE
WITHIN WOF
EDGE OF FLOODPLAI
TY
DRY WOF
TEMPORAF
PUMP
SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
nwn rnn wnnnn,iw, nv r„r rw,nu,rrn nn,nn rn u.,—w, l_ATION.
D.
:ESSARY TEMPORARY FLEXIBLE HOSE.
BAG.
IS TO ISOLATE THE WORK AREA. BEGIN
' AROUND OPERATION. BEGIN
EWATERED SHALL BE EQUAL TO ONE
1E PLANS.
E REMOVAL OF IMPERVIOUS DIKES AND/OR
PUMPS, AND TEMPORARY FLEXIBLE
ST).
f THE END OF EACH WORK DAY. THE
ONLY SHOW THE UPPER AND LOWER
NTRACTOR IS RESPONSIBLE FOR
FOR EACH DAY'S WORK.
SEDIMENT AND DIRT BAG. STABILIZE
. NOTES
ION SHALL BE PERFORMED IN ONLY DRY OR
P—AROUND WORK ASSOCIATED WITH THIS
0 ISOLATE WORK FROM STREAM FLOW WHEN
NCIDENTAL TO THE WORK. THIS INCLUDES
'TING, PRIOR TO PREDICTED RAIN FALL
AROUND FOR PREDICTED EVENT.
:WATER THE WORK AREA.
NOTES.
S
9q�Fq,y
qOw
EXAMPLE OF PUMP -AROUND OPERATION
FLOW
> PONDED
WATER
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON —ERODIBLE
MATERIAL, 1 FOOT THICK
HEIGHT WSE�
1 /2 BKF DEPTH MIN.
OR WSE + 1.0'
TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
PLAN VIEW
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON —ERODIBLE MATERIAL
SECTION A —A
NOT TO SCALE
DRY WORK
AREA
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
DRY WORK
AREA
IMPERVIOUS DIKF�aI
NOT TO SCALE
EXISTING STREAM BED
BE
1E DAY.
kL WORK
EXISTING STREAM
TOE OF BANK, TYP.
TOP OF EXISTING
STREAM BANK, TYF
MINIMUM RE,
FLOW WIDTH
OF BANK SL
EXAMPLE OF STREAM DIVERSION OPERATION(z.o, ,4
4 x D
0 0
A o 0 o A
PUMP
X ]WELL GRADED
a HOSE MIX 8"-12"
RIP RAP
1�
2
ENERGY DISSIPATOR PUMP OUTLET,
NOT TO SCALE
GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES
1. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
4. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
5. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
0.5'
SEWN IN SPOUT
PUMP
DISCHARGE
HOSE
HIGH STRENGTH —J
STRAPPING FOR
SECURING SPOUT TO
PUMP HOSE
0.5' LAYER OF NCDOT
NO. 57 STONE
0.5' LAYER OF 2"-3"
RIP RAP
3:1
NON —WOVEN FILTER FABRIC
GEOTEXTILE DEWATERING
FILTER BAG
LENGTH RANGE
6.0'-15.0'
PLAN VIEW
O
O
LL
0
3:1
3.0 FEET T
STABILIZED OUTLET
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE
SEAMS
Y
III III
PUMP
DISCHARGE
HOSE EXISTING GROUND
SEE NOTES 5-6
LENGTH RANGE
111, 6.0'-15.0'
EXI
WIDTH
RANGE
4.0'-15.0'
f\►
w
FLOWcr
cn
ND
GEOTEXTILE
DEWATERING STABILIZE OUTLET
DIRT BAG AS NEEDED
\ FCou
DIRT BAG TO BE PLACED
ON 0.5' OF NCDOT NO. STREAM BANK.
57 STONE PROVIDE STABILIZED
OUTLET TO STREAM
SIDE VIEW CHANNEL
GEOTEXTILE DEWATERING DIRT BAG K`�
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS SHALL BE PROVIDED.
2. ENTRANCE S) SHOULD BE LOCATED TO
PROVIDE OR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE
LOCATED AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
6. NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES PER THE PLANS OR DETERMINED
BY THE ENGINEER.
7. WHERE A PIPE IS SHOWN ON PLANS, SEE
SPECIAL PROVISIONS.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
KHA PROJECT 13/2021
011494113 EWP STREAMBANK ������CJIJ?�' SHEET NUMBER
DATE ; a0: •�FESS/p••. y9
01 /13/2021 STABILIZATIONK >>> Horn _ y
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°°°� d b O 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN ; ` • �.: ER OSION CONT ROL DETAIL
S
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR ;� ••��B7984F • �; DTL-4
PHONE: [phone] FAX: [phone] $�' 1
WWW.KIMLEY-HORN.COM NE••• ��
DRAWN BY DLH CITY OF D U R H AM ��''. �FFR L
'�,,������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC ""ill

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
MUD MATS
AX
• 8'-0" MAXIMUM
• n\\\ VARIABLE AS DIRECTED BY THE ENGINEER
SUPPORT LOG, SILT FENCE FABRIC
12" MIN. MINIMUM 10 GAUGE INSTALLED TO SECOND
FILTER FABRIC CLASS B STONE LINE WIRES WIRE FROM TOP kd
MINIMUM 12y2 GAUGE
STREAMBANK
INTERMEDIATE WIRES
BOULDERS OR APPROVED
NOTES: EQUIVALENT GRADE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO ) ke"
NOT EXCAVATE CHANNEL BOTTOM. FRONT VIEW
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE STEEL POST
EDGE OF THE MUD MAT. WOVEN WIRE FABRIC
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED. SILT FENCE FABRIC
MAINTENANCE: o
3 FILL SLOPE
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER to
RUNOFF —PRODUCING RAINS TO CHECK FOR BLOCKAGE IN a * FOR REPAIR OF SILT FENCE FAILURES
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP N USE SILT FENCE OUTLET DETAIL
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY "' GRADE
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
� -8" MINIMUM COVER
OVER SKIRT, NOTE:
ANCHORED 4" * USE SILT FENCE ONLY WHEN DRAINAGE AREA
TEMPORARY DEEP STREAM CROSSING W MUD MAT N DOES NOT EXCEED 1/4 ACRE AND NEVER IN
/ AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
SIDE VIEW
uincurn crnKir
STREAM BANK
AND SEDIMENT CONTROL PLAN SHEETS
TEMPORARY STREAM CROSSING
NOT TO SCALE
TEMPORARY SILT FENCE
NOT TO SCALE
s
B
\P
40"
WITH PIPE 5
MIN. 10 GA.
LINE WIRES
GRADE Trr_rr_
1-1I 1-1
_T
4"
3 TREE PROTECTION AREA
4" 18"
3 DO NOT ENTER
4"
WARNING SIGN DETAILS
1111L
aLi
N
Ell
"WA'RONING"SlITN7
II � I
111
IIII IIII IIIIII
IIII IIII � II IIII
/_ PLANT CANOPY, DRIPLINE
8' MAX. VARIABLE AS
DIRECTED BY THE ENGINEER
MN. 12-1 /2 GA.
WIRES
ORANGE, UV RESISTANT,
HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
I�T
NOTES:
1. ALL PLANTS TO BE SAVED
SHALL BE PROTECTED BY
FENCING AS SHOWN IN THIS
DETAIL.
2. CONTRACTOR SHALL INSTALL
FENCING PRIOR TO BEGINNING
ANY CONSTRUCTION OR
GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR
INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO
BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE
LOCATED AT OR OUTSIDE
DRIPLINE OF TREES AND 1'
MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS.
6' STEEL T POST
(FACTORY PAINTED)
-ORANGE, UV RESISTANT, HIGH -
TENSILE STRENGTH, POLY
BARRICADE FABRIC (TYPICAL)
,r--EXISTING PLANT
/ LIMIT OF CANOPY, DRIPUNE
PLAN VIEW
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
TEMPORARY TREE PROTECTION FENCE (4
NOTTO SCALE
KHA PROJECT r1 13/2021
011494113 EWP STREAMBANK %%������'' SHEET NUMBER
DATE ; a0: •*FESS/p••. y9
STABILIZATIONKI I ey))) H o r P _ ybr
:•
01 /13/2021 •Q
© 2020 KIMLEY—HORN AND ASSOCIATES INC. SCALE AS SHOWN = �o�nedo _ EROSION CONTROL DETAILS
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601 DESIGNED BY JLM PREPARED FOR �� •• ADB79 aj d0 DTL-5
PHONE: [phone] FAX: [phone] �''$�' •• C ...
DRAWN BY DLH CITY OF DURHAM-"'�'&R
WWW.KIMLEY-HORN.COM '�,,,���-����.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
O
Q
CARRIER FLOAT STEEL CABLE
= MAXIMUM WATER SURFACE (MIN. 29 LBS/FT BUOYANCY)
E
Y
O
T
Q
O
0
Q
O
FLU
0
Q
ANCHOR CABLE OR CHAI CURTAI
FABRIC
0 INSTALL SILT
= CURTAIN IN "U"
SHAPED
Y Z: DEPLOYMENT
CURTAIN WEIGHT
0 ANCHOR (MIN. (18 OZ/SQ YD)
40 LB ANCHOR A A
PER 100' OF
0 CURTAIN) RIVERINE FLOW
HANNEL BOTTOM ;i WORK
N AREA
0
O
0
N
0
PLAN
DEPTH = 1.1 x BANKFULL DEPTH
O
SECTION A -A
WIDTH = 1.2 x CHANNEL WIDTH
NOTES:
DOUBLE SILT CURTAINS SHOULD BE SPACED 10' APART.
0
FLOATING SILT (TURBIDITY) CURTAIN
Q
NOT TO SCALE
E
0
O
Q
O
Q
0
0
O
a
a
O
Q
O
0
T
O
0
0
0
O
Q
0
0
Q
O
0
O
O
KHA PROJECT 1 13/2021
011494113 EWP STREAMBANK �����������' SHEET NUMBER
KI ey>>>Horn
,,���.�,��••. ARp�
DATE •�FESS/p••. ?9
01 /13/2021 STABILIZATION _ y
•Q 9
© 2020 KIMLEY—HORN AND ASSOCIATES, INC. �o�i�nedb EROSION CONTROL DETAILS
SCALE AS SHOWN DTL-6
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR �$ �.� �
PHONE: [phone] FAX: [phone] CITY OF D U RHAM '��''y�FF •••••••• �,`
DRAWN BY DLH
WWW.KIMLEY-HORN.COM ''�,,,� R ����`��
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
E
0
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0
E
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Q
O
0
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--- ----- -- ----_ __ --
-
EROSION CONTROL GENERAL NOTES:
,
= == -
1. EWP 005 DISTURBED AREA = 1.16 ACRES.
t J ^
T
EWP 00DISTURBED AREA = 1.27 ACRES
=
EWP 007 DISTURBED AREA 0.60 ACRES
STAGING, STOCKPILES AND HAUL ROAD AREAS:
SITE EROSION CONTROL MEASURES:
0
EWP 008 DISTURBED AREA = 0.81 ACRES
TOTAL DISTURBED AREA FOR ALL SITES = 3.84 ACRES
1.
SPECIFIED AREAS SHOWN ON THE EROSION AND SEDIMENT CONTROL PLANS HAVE BEEN
1.
TREE PROTECTION FENCE MUST BE INSTALLED AROUND ALL TREES TO BE SAVED AT A MINIMUM RADIUS OF 1.25' PER INCH DBH.
-0
ESTABLISHED AS HAUL ROADS AND STAGING AREAS, AND TEMPORARY STOCKPILE
2. SOIL TYPES EWP 005 & 006: CHEWACLA AND WEHADKEE SOILS (Ch).
LOCATIONS. WITH PRIOR WRITTEN APPROVAL, AND REVISED PLAN IF REQUIRED, THE
2,
SILT FENCE AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING
c
SOIL TYPES EWP 007: CARTECAY AND CHEWACLA SOILS (Cc) AND WHITE STORE SAND LOAM (WsC).
CONTRACTOR MAY MODIFY THE PROPOSED LOCATION OF STOCKPILE AREAS ALONG THE
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.
PROJECT, AS NECESSARY, TO CARRY OUT THE WORK. ALL TEMPORARY STOCKPILE
SOIL TYPES EWP 008: CHEWACLA AND WEHADKEE SOILS (Ch) AND MAYODAN SANDY LOAM (MfE).
AREAS MUST BE INSIDE THE LIMITS OF CONSTRUCTION AND APPROVED BY THE
3.
AS CONSTRUCTION PROGRESSES, SILT FENCE SHALL BE RELOCATED AS NEEDED TO ENSURE THAT THE ENTIRE UPSLOPE DISTURBED AREA IS
DESIGNER. STOCKPILE AREAS SHOULD NOT BE LOCATED WITHIN FORESTED AREAS. SILT
COLLECTED FOR TREATMENT.
FENCE SHALL BE REQUIRED IN AREAS WHERE LOOSE SOIL HAS BEEN PLACED IN THE
0
3. REFER TO SHEET G-1, GENERAL NOTES, FOR THE PROJECT CONSTRUCTION SEQUENCE.
STAGING AND STOCKPILING AREAS.
4.
STABILIZATION MEASURES SHALL BE APPLIED TO PROPOSED EROSION AND SEDIMENT CONTROL STRUCTURES IMMEDIATELY AFTER INSTALLATION.
4. EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE
2
ANY MATERIAL IS TRANSPORTED IT IS THE CONTRACTOR'S RESPONSIBILITY TO
5.
CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT ALL ACCESS LOCATIONS PER THE PLANS AND SPECIFICATIONS.
P
CONTRACTOR SHALL BE FAMILIAR WITH THE EROSION AND SEDIMENT CONTROL REQUIREMENTS OF THE DRAWINGS, AS WELL
S TAKE
ENSURE THAT OFF -SITE MATERIAL IS TAKEN TO A PERMITTED FACILITY AND THIS ACTION
E
AS, THE REQUIREMENTS SPECIFIED IN THE PROJECT SPECIAL CONDITIONS. THE CONTRACTOR SHOULD HAVE A COPY OF THE
IS CONDUCTED IN A MANNER THAT IS CONSISTENT WITH THE APPROVED EROSION
6.
TEMPORARY SILT FENCE SHALL BE PROVIDED BETWEEN STREAMS AND ALL DISTURBED AREAS THAT DRAIN TOWARD THE STREAM, UNTIL
APPROVED PLANS, THE CERTIFICATE OF APPROVAL, LETTER OF APPROVAL, AND COMPLETED SELF -INSPECTION FORMS ON
CONTROL PERMIT, OR A REVISED PLAN MUST BE OBTAINED PRIOR TO TRANSPORTING
GROUND COVER IS REESTABLISHED.
SITE AND AVAILABLE AT ALL TIMES. SELF INSPECTIONS SHOULD BE PERFORMED AT LEAST ONCE EVERY 7 CALENDAR DAYS
MATERIAL.
AND WITHIN 24 HOURS OF EVERY RAIN EVENT GREATER THAN 0.5 INCH. ANY NEEDED REPAIRS SHALL BE MADE
7.
SILT FENCE STONE OUTLETS SHALL BE CONSTRUCTED IN LOW LYING AREAS AND AREAS OF CONCENTRATED FLOW ALONG THE LENGTH OF
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. SEE LINK:
3.
EXCAVATED MATERIAL MAY BE TEMPORARILY STOCKPILED IN THE TEMPORARY STAGING
TEMPORARY SILT FENCING AND AT LEAST EVERY 150'. IF LOCATIONS ARISE DURING THE COURSE OF CONSTRUCTION WHERE THE TEMPORARY
http: //deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-
AND STOCKPILE AREAS.
SILT FENCE BECOMES OVERWHELMED WITH OVERLAND FLOW AND FAILS, THE CONTRACTOR SHALL REPAIR THESE AREAS WITH SILT FENCE
sediment-control/forms
OUTLETS.
4.
ALL HAUL ROAD AND TEMPORARY STOCKPILE LOCATIONS ONSITE MAY BE ADJUSTED IN
5. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE CITY OF DURHAM
THE FIELD TO PROTECT EXISTING TREES LARGER THAN 6" DBH. THE FINAL STAKING OF
8.
DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON
Q
STANDARD DETAILS AND NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
THE HAUL ROADS SHALL BE APPROVED BY THE DESIGNER BEFORE CLEARING
THE PLANS BUT NECESSARY TO CONTROL EXCESS SEDIMENT, AS DETERMINED BY THE ENGINEER OR EROSION CONTROL INSPECTOR.
COMMENCES.
6. ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE
ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT (NCGO10000). THE CONTRACTOR SHALL BE RESPONSIBLE IN -STREAM EROSION CONTROL MEASURES:
FOR CONDUCTING, RECORDING AND SUBMITTING THE REQUIRED SELF -INSPECTION REPORTS TO THE APPROPRIATE AGENCIES.
PERMIT DOCUMENTATION CAN BE FOUND IN THE PROJECT SPECIAL CONDITIONS. 1. THE PROJECT CONSTRUCTION AREA IS LOCATED WITHIN AN ACTIVE FLOODPLAIN AND
7. THE CONTRACTOR SHALL MAINTAIN A RAIN GAUGE ONSITE IN ACCORDANCE WITH THE NPDES GENERAL STORMWATER PERMIT SUBJECT TO REGULAR FLOODING. AS SUCH, THE CONTRACTOR SHALL LIMIT THE DAILY
AND SHALL KEEP A RECORD OF THE DAILY RAINFALL AMOUNT. WORK AREA TO A STREAM AND FLOODPLAIN SECTION THAT CAN BE COMPLETELY
0 CONSTRUCTED AND STABILIZED WITHIN A SINGLE DAY. A COMPLETED AND STABILIZED
8. FOLLOWING APPROVAL OF THE PROJECT EROSION CONTROL INSPECTOR, ALL TEMPORARY EROSION AND SEDIMENT CONTROL WORK AREA SHALL BE AT FINAL GRADE WITH MATTING, TEMPORARY SEEDING, AND/OR
MULCH IN PLACE.
MEASURES SHALL BE REMOVED WITHIN 21 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES
ARE NO LONGER NEEDED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF 2• IN THE EVENT THAT THE WORK AREA CANNOT BE COMPLETED BY THE END OF THE
TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. ALL WORK DAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADDITIONAL
LAND -DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO DISTURB ONLY WHAT CAN BE STABILIZED BY THE STABILIZATION AND EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE
END OF THE DAY. COMPLETED WORK FROM DAMAGE. ALL ADDITIONAL MEASURES MUST BE APPROVED BY
9. SEE PLANTING NOTES AND DETAILS (SHEET P-8) FOR LOCATION OF COIR MATTING INSTALLATION. THE ENGINEER.
0
E 3. ALL WORK FOR THE STREAM SHALL BE PERFORMED FROM THE STREAM CHANNEL BANK,
0 10. PHOTOGRAPHS OF EXISTING CONDITIONS OF CURB AND GUTTER, FENCING, PAVEMENT, LIGHT POSTS, AND ANY OTHER UNLESS STREAM DIVERSION IS INSTALLED SO THAT STREAM CHANNEL WORK IS
FEATURES SHALL BE PROVIDED TO THE CITY BEFORE WORK BEGINS. ANY DAMAGE TO EXISTING STRUCTURES OR FEATURES COMPLETED "IN THE DRY."
SHALL BE REPAIRED AT THE COST OF THE CONTRACTOR. SEE SPECIFICATIONS.
I1
EROSION CONTROL MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS
NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY
AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF
GRASS.
2. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED IMMEDIATELY AND CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED
FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.
STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
3. WHEN A CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY
CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF THE ORIGINAL
APPLICATION, OR OTHERWISE REINSTALLED PER THE ORIGINAL APPLICATION.
4. COIR FIBER MATTING SHALL BE MONITORED AND REPAIRED AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
COIR FIBER MATTING SHALL BE LAID IN SUCH A WAY THAT GOOD CONTACT WITH THE GROUND IS ESTABLISHED.
IF GOOD CONTACT IS NOT ESTABLISHED, OR EROSION OCCURS UNDER THE COIR FIBER MATTING, THEN THE BANK
SHALL BE REPAIRED AND THE MATTING RESECURED.
5. SHOULD THE SILT FENCE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO REDUCE PRESSURE ON THE FENCE; AVOID UNDERMINING SILT
FENCE DURING CLEANOUT.
SITE DESCRIPTION
STABILIZATION TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
KHA PROJECT EWP STREAMBANK 13'2021
011494113 ,��``"���}r1., SHEET NUMBER
KI ley))) Horp
.�`�\ CAROB
01 /13/2021 ' aDATE °�Qo�`�SS��''�'y9'
STABILIZATION bned9oy:- EROSION CONTROL KEY SHEET
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN " (� ESC-1
421 FAYETTEVILLE STREET, STE. 600,REPARED FOR
RALEIGH INCNC 27601
DESIGNED BY JLM ' �B area �` EWP 005 006
PHONE: [phone] FAX: [phone] .
DRAWN BY DLH
CITY OF DURHAM�FFR..... '''
WWW.KIMLEY-HORN.COM ''�,,II������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

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EROSION CONTROL LEGEND
NOTES:
LOD LIMITS of DISTURBANCE 1. CHANNEL WORK MUST BE COMPLETED "IN
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011494113
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© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN = `•;����„�M
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No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
EROSION CONTROL LEGENDGRAPHIC SCALE IN FEET
0 15 30 60
LOD LIMITS of DISTURBANCE NOTES:
0 SILT FENCE
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KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK --' SHEET NUMBER
I In HorpD ATE
01/13/2021 STABILIZATION ;ate •
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SCALE AS SHOWN U�edb�
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. �•: (:'�4"I ESC-3
421 FAYETTEVILLE STREET, STE. 600, PREPARED FOR.
RALEIGH NC 27601 DESIGNED BY JLM ��',y����i ��� EWP — 006
PHONE: [phone] FAX: [phone] DRAWN BY DLH CITY OF D U RHAM ��''y�FFR��L ,•��`
WWW.KIMLEY-HORN.COM ''�,,,��������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
0
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421 FAYETTEVILLE STREET STE. 600 RALEIGH NC 27601 - , .
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No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
0
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1. CHANNEL WORK MUST BE COMPLETED "IN
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© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN U =ter' ESC 5
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR ;• 3ADB7984FODBAO EWP 007
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KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK --''. SHEET NUMBER
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© 2020 KIMLEY-HORN AND ASSOCIATES, INC. ""r P- 0
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No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
PLANTING ZONE DESCRIPTIONS AND NOTES
ZONE 1 - LIVE STAKE PLANTINGS
LOCATION DESCRIPTION:
LOWER GRADED BANKS LOCATED BETWEEN NORMAL WATER ELEVATION AND BANKFULL ELEVATION.
PROPOSED GRADED BANK APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR
STREAM BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING PER THE COIR FIBER MATTING DETAIL ON ALL NEWLY GRADED STREAM
BANK SLOPES.
5. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND
THE SPECIFICATIONS.
ZONE 2 - BANKFULL PLANTINGS
LOCATION DESCRIPTION:
AREAS BETWEEN BANKFULL OUTWARD AND TO THE TOP OF BANK, AS SHOWN IN THE PLAN AND PROFILE
SHEETS.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM
BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2, 3, AND 5 ON THIS SHEET
AND THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING ON ALL NEWLY GRADED OR DISTURBED SLOPES OF 2:1 OR STEEPER.
5. INSTALL TUBELING PLANTINGS IN ACCORDANCE WITH TABLE 1, SEE SPECIFICATIONS.
I M
ZONE 3 - VEGETATED SOIL LIFT PLANTINGS
LOCATION DESCRIPTION:
PLANTING ON VEGETATED SOIL LIFTS. LIVE STAKE BUNDLES TO BE INSTALLED BETWEEN LOWEST TWO
LIFTS AND TUBELINGS ON THE REMAINING LIFTS. SEE SOIL LIFT DETAIL.
PROPOSED GRADED BANK APPLICATION:
1. INSTALL LIVE CUTTING BUNDLES AND TUBELINGS AS SPECIFIED IN THE VEGETATED SOIL LIFT DETAIL
DURING THE CONSTRUCTION OF THE STRUCTURE.
2. LIVE CUTTING BUNDLES AND TUBELINGS SHALL BE IN ACCORDANCE WITH TABLE 1,
DETAIL AND THE SPECIFICATIONS.
9
3. AMEND SOIL WITH TOPSOIL WITHIN THE VEGETATED SOIL LIFTS AS NEEDED FOR VIGOROUS PLANT
GROWTH.
4. FOLLOWING COMPLETION OF THE STRUCTURE, APPLY TEMPORARY SEED AND PERMANENT SEED
MIXTURES IN ACCORDANCE WITH TABLES 2 AND 3 AND THE SPECIFICATIONS.
O O ZONE 4 - RIPARIAN PLANTINGS
LOCATION DESCRIPTION:
UPLAND AREAS DISTURBED BY CONSTRUCTION BUT OUTSIDE THE VEGETATED SOIL LIFTS.
APPLICATION:
1. AMEND SOIL AS DESCRIBED IN SPECIAL PROVISIONS.
2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND
THE SPECIFICATIONS.
3. APPLY WHEAT STRAW MULCH PER GENERAL NOTES THIS SHEET AND THE SPECIFICATIONS.
4. INSTALL COIR FIBER MATTING ON ALL NEWLY GRADED STREAM SLOPES OF 2:1 OR STEEPER.
5. INSTALL TUBELING PLANTINGS IN ACCORDANCE WITH TABLE 1, SEE SPECIFICATIONS.
ZONE 5 - EASEMENT PLANTINGS
LOCATION DESCRIPTION:
UTILITY EASEMENT AND OPEN LAWN AREAS WITHIN THE PROJECT.
APPLICATION:
1. APPLY TO EXISTING UTILITY EASEMENT AREAS UTILIZED DURING CONSTRUCTION AS HAUL ROADS
OR STAGING AREAS.
2. AMEND SOILS WITH TOPSOIL AS DESCRIBED IN SPECIAL PROVISIONS.
3. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES IN ACCORDANCE WITH TABLES 2 AND 4
ON THIS SHEET, AND THE SPECIFICATIONS.
4. APPLY WHEAT STRAW MULCH PER NOTES THIS SHEET, AND THE SPECIFICATIONS.
ZONE 6 - SUPPLEMENTAL PLANTINGS
LOCATION DESCRIPTION:
AREAS OUTSIDE LIMITS OF DISTURBANCE BUT ALONG THE STREAM. LIVE STAKES AND BANKFULL
PLANTINGS WILL BE INSTALLED PER ZONES 1 AND 2 BUT AT A REDUCED PLANT SPACING.
APPLICATION:
1. FOLLOW INSTALLATION METHODS IN ZONE 1 AND ZONE 2 IN AREAS THAT ARE VEGETATED.
2. PLANT LIVE STAKES AT A 5-8 FOOT SPACING AND BARE ROOTS AT 15-20 FOOT SPACING. IF
BANK IS UNVEGETATED, PLANT AT THE SPACING SHOWN IN TABLE 1.
TABLE 1: TREES AND SHRUBS PLANTING TABLE
SCIENTIFIC NAME
COMMOM NAME
TYPE'
COMPOSITION
OF EACH ZONE
PLANT SPACING
FEET
ON
CENTER
NUMBER
PER
1,000 SF
ZONE 1 AND 2
Cephalanthus occidentalis
Button Bush
LS
25
2-3
250
Salix nigra
Black Willow
LS
5
Salix sericea
Silky Willow
LS
30
Sambucus canadensis
Elderberry
LS
10
Cornus amomum
Silky Dogwood
LS
30
ZONE 2 AND 3
Benda nigra
River Birch
T
10
8-12
15
Cornus amomum
Silky Dogwood
T
10
Lindera benzion
Spicebush
T
10
Platanus occidentalis
Sycamore
T
5
Quercus phellos
Willow Oak
T
10
Diospyros virginiana
Persimmon
T
5
Alnus serrulata
Tag Alder
T
10
Quercus falcata
Red oak
T
10
Aronia arbutifilia
Red chokeberry
T
5
Cercis canadensis
Eastern redbud
T
10
Ilex glabra
Inkberry
T
10
Cephalanthus occidentalis
Buttonbush
T
5
1. LS = LIVE STAKE, T = TUBELINGS
2. AVERAGE FEET ON CENTER SPACING
3. AVERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE
GENERAL NOTES
INVASIVE SPECIES REMOVAL IS REQUIRED IN ALL PLANTING ZONES.
TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTINGS
SHALL BE COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER.
APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1,000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS
APPROVED BY ENGINEER):
N2 10
P205 10
K20 10
APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS.
EXOTIC AND INVASIVE PLANTS, VINES, AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES.
THE CRITICAL ROOT ZONES OF REMAINING TREES WITHIN 65' PERIMETER BUFFER, PROTECTED BY TREE PROTECTION FENCE, SHALL NOT BE DISTURBED BY PLANTING
ACTIVITIES.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF
NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL PROVISIONS FOR GROUND COVER ESTABLISHMENT REQUIREMENTS. GROUND COVER MUST BE
ESTABLISHED ON ALL DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL PROVISIONS, WHICHEVER IS MORE STRINGENT.
CUT TOP END FLAT,
AND CLIP OFF HAMMER
DAMAGE.
LATERAL BUD
FACING UPWARD
BARK RIDGE;
UNDAMAGED BARK
SIDE BRANCH
REMOVED
LOW SEASONAL
WATER TABLE
LIVE STAKE DRIVEN
5/8" - 1 1 /4" AT RIGHT ANGLE TO
IN SURFACE SLOPE.
J
LO
1-1 GROUND
'1 II SURFACE
o
J (V
� II
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o
LIVE STAKE NOTES:
SEE SPECIAL PROVISIONS FOR INSTALLATION AND
CARE OF LIVE STAKES AND LIVE CUTTINGS.
LONGER STAKESSHOULD BE
45' TAPER PLACED HIGHER ON THE BANK TO
BUTT END HELP WITH PENETRATION INTO THE
WATER TABLE.
LIVE STAKE DETAIL
NOT TO SCALE
2'-3' LIVE CUTTING (DORMANT)
INSTALL WOVEN COIR FIBER MAT OVER
SEED AND MULCH APPLICATION PER COIR
FIBER MATTING DETAIL
ESTABLISHED PLANT SHOWN
FOR INFORMATION ONLY
WOODEN STAKES
TO SECURE COIR FIBER
ft'rINSTALL
MATTING DETAIL
;UNDISTURBED
SOIL
LIVE STAKE INSTALLATION
NOT TO SCALE
TABLE 2: TEMPORARY SEED MIXTURE
SPECIES NAME
COMMON NAME
(AUG. 15-MAY 15)
PERCENT MIX
(MAY 16-AUG.14)
PERCENT MIX
Secale cereale
Rye Grain
75
10
Ctochola ramosa
Browntop Millet
5
80
Lolium multitlorum
Annual Rye
10
10
Triticum aestivum
Wheat Grass
10
0
* APPLICATION RATE OF 130 Ibs/ac
TABLE 3: PERMANENT SEED MIXTURE'
SPECIES NAME
COMMON NAME
MIX PERCENTAGES
Agrostisperennans
Autumn bentgrass
15
Andropogon gerardii
Big Bluestem
10
Coreopsis lanceolata
Lanceleaf coreopsis
10
Elymus virginicus
Virginia wild rye
20
Juncus effusus
Soft Rush
5
Panicum virgatum
Switchgrass
15
Rudbeckia hirta
Black-eyed Susan
10
Schizachyrium scoparium
Little bluestem
5
Sorghastrum nutans
Indian grass
5
Tripsacum dactyloides
Eastern gamagross
5
1. MELLOW MARSH FARM RIPARIAN BUFFER SEED MIX OR APPROVED EQUIVALENT.
3. APPLICATION RATE OF 20-25 POUNDS PER ACRE.
TABLE 4: EASEMENT SEED MIX (NCDENR 6.1 1)
DATE
SEEDING SCHEDULE
SHOULDERS, SIDE DITCHES, SLOPES (3:1)
Type
Planting Rate
Aug.
15-Nov. 1
Tall Fescue
250 Ibs./acre
Nov.
1-Mar.
1
Tall Fescue
250 Ibs./acre
& Abruzzi Rye
25 Ibs./acre
Mar.
1-Apr.
15
Tall Fescue
250 Ibs./acre
Apr.
15-Jun.
15
Hulled Common Bermudagrass
12 Ibs./acre
Jun.
15-Aug. 15
Tall Fescue
60 Ibs./acre
& Browntop Millet ***
35 Ibs./acre
or Sorghum -Sudan Hybrids ***
30 Ibs./acre
Slopes (30 to 2:1)
Mar.
1-Jun.
1
Sericea Lespedeza (scarified)
50 Ibs./acre
and
(Mar.
1-Apr.
15)
Add Tall Fescue
60 Ibs./acre
(Mar.
1-Jun.
30)
or Add Weeping Lovegrass
5 Ibs./acre
(Mar.
1-Jun.
30)
or Add Hulled Common Bermudagrass
8 Ibs./acre
Jun.
1-Sep.
1
Tall Fescue ***
60 Ibs./acre
& Browntop Millet ***
35 Ibs./acre
or Sorghum -Sudan Hybrids ***
30 Ibs./acre
Sep.
1-Mar.
1
Sericea Lespedeza
(unhulled-unscarified)
70 Ibs./acre
& Tall Fescue
50 Ibs./acre
(Nov.
1-Mar.
1)
Add Abruzzi Rye
25 Ibs./acre
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE
THOSE WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
*** TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO
GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE, FESCUE
MAY BE SHADED OUT.
SEEDING SPECIFICATIONS
1) AFTER ROUGH GRADING IS COMPLETED, TILL SOIL IN AREAS TO BE
SEEDED AND PLANTED TO A DEPTH OF SIX INCHES.
2) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE TO
DISTURBED AREAS TO BE VEGETATED.
A MINIMUM OF 2 TONS LIMESTONE/ACRE WITH 3 TONS LIMESTONE
/ACRE IN CLAY SOILS OR PER SOILS TEST
35 LBS. 10-10-10 FERTILIZER/1000 SQ. FT. (1500 LBS/ACRE)
40 LBS. 50% SUPERPHOSPHATE/1000 SQ. FT. (1750 LBS/ACRE)
3) DISK NUTRIENTS INTO SOIL TO A DEPTH OF SIX INCHES UNTIL
SURFACE IS UNIFORM AND FREE OF LARGE DIRT CLODS.
4) Seeding permanent grass.
3.0 LBS. KY-31 TALL FESCUE/1000 SQ. FT. (130 LBS./ACRE) DURING
FEBRUARY 15 THROUGH MAY 15 OR AUGUST 15 THROUGH
NOVEMBER 15.
-OR-
3.0 LBS. KY-31 TALL FESCUE AND 2.0 LBS. ANNUAL RYEGRASS/1000
SQ. FT. DURING NOVEMBER 15 THROUGH FEBRUARY 15.
5) MULCH SEEDED AREA WITH SMALL GRAIN STRAW AT 90 LBS/1000
SQ. FT. (2 TONS/ACRE). SPREAD UNIFORMLY. APPROXIMATELY
OF GROUND SURFACE SHOULD BE VISIBLE TO AVOID BLOCKING
SUNLIGHT TO SEEDLINGS. ON AREAS WHERE THE GROUND
SURFACE EQUALS OR EXCEEDS A 3:1 SLOPE, AND IN THE INVERTS
OF ALL DRAINAGE SWALES, TACK MULCH WITH ASPHALT EMULSION
AT A RATE OF 400 GALLONS EMULSION PER ACRE OF STRAW.
6) MULCH AROUND SHUBBERY AND TREES WITH PINE STRAW TO DEPTH
OF 3 INCHES.
7) TEMPORARY COVER
1.0 LBS. BROWN TOP MILLET/1000 SO. FT. MAY THROUGH AUGUST 25.
-OR-
1.0 LBS. ANNUAL RYEGRASS/1000 SQ. FT. AUGUST 25 THROUGH APRIL.
8) MAINTENANCE REQUIREMENTS: REFERTILIZE IF GROWTH IS NOT
FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
KHA PROJECT
011494113 EWP STREAMBANK
SHEET NUMBER
DATE•�FESS/p••. ?9
STABILIZATIONKI ey))) Horn _ y:•
01 /13/2021 •Q
© 2020 KIMLEY-HORN AND ASSOCIATES INC. = °• �S�ignea'fa'y _ PLANTING NOTES AND DETAILS p.1 1
SCALE AS SHOWN
PREPARED FOR - R
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM ` 'ADB7 ZP1 WB ..:
PHONE: [phone] FAX: [phone] $�' • �.....
DRAWN BY DLH CITY OF D U RHAM ���''.�FFR••L :'•��''
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No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
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01 /13/2021 STABILIZATION
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421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM
PHONE: [phone] FAX: [phone] DRAWN BY DLH
WWW.KIMLEY-HORN.COM
REVISIONS DATE BAY NC LICENSE#F-0102 CHECKED BY -- CITY OF DURHAM
STABILIZATION
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DATE
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PHONE: [phone] FAX: [phone] DRAWN BY DLH
WWW.KIMLEY-HORN.COM
REVISIONS DATE BY NC LICENSE#F-0102 CHECKED BY -- CITY OF DURHAM
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330
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No. REVISIONS DATE BY NC LICENSE#F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
GENERAL NOTES:
0 1. ALL WORK SHALL COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES, AND
ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT
ITS EXPENSE, UNLESS PREVIOUSLY OBTAINED BY THE OWNER AND PROVIDED AT THE
L PRECONSTRUCTION CONFERENCE.
0
2. DEVIATION FROM THESE PLANS AND NOTES WITHOUT THE PRIOR WRITTEN CONSENT OF
Y THE OWNER OR THEIR REPRESENTATIVE OR THE ENGINEER MAY BE CAUSE FOR THE
WORK TO BE UNACCEPTABLE.
= 3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY FIELD
0 CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION PROVIDED IN THE
CONTRACT DOCUMENTS.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND PUBLIC. THE CONTRACTOR SHALL PROVIDE
TRAFFIC CONTROL AND ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER
ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO
INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNAGE SHALL BE IN ACCORDANCE WITH THE
E LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
E
T 5. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO NCDEQ REGULATIONS, AND
TO CURRENT CITY OF DURHAM REGULATIONS, STANDARDS, AND SPECIFICATIONS.
0
0 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE CITY OF DURHAM DEPARTMENT
0 OF WATER MANAGEMENT.
0
7. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM
0
CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL PLANE.
8. THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT SURVEY. ANY EXISTING STAKEOUT
OR BENCHMARKS SHALL NOT BE RELIED UPON BY THE CONTRACTOR.
9. COORDINATES SHOWN ON THE DRAWINGS ARE BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 83).
0 10. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN
AMENDED PLAN &/OR PROFILE BY THE CITY OF DURHAM PRIOR TO CONSTRUCTION.
o
11. NORMAL WORKING HOURS ON THIS PROJECT SPAN FROM 7:00 AM TO 7:00 PM
MONDAY THROUGH FRIDAY. ANY WORK OUTSIDE OF THESE HOURS AND DAYS MUST BE
SUBMITTED IN WRITING TO THE ENGINEER AND OWNER AND APPROVAL SHALL BE
Q OBTAINED PRIOR TO PERFORMING ANY WORK. REFER TO TRAFFIC CONTROL PLANS FOR
2 WORK TO BE PERFORMED DURING NIGHT AND/OR WEEKEND HOURS.
12. LOCATIONS OF EXISTING SHOWN UTILITIES ARE APPROXIMATE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE, DEPTH, MATERIAL AND
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND TO
TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE
ENGINEER HAS ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THE
Q PLANS; HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTOR'S CONVENIENCE
ONLY. THE ENGINEER AND THE OWNER ASSUME NO RESPONSIBILITY FOR THE LOCATIONS
OF UTILITIES SHOWN OR NOT SHOWN. PRIOR TO DIGGING ON AND OFF SITE, THE
CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY "NC 811" 1-800-632-4949. THE
CONTRACTOR SHALL CONTACT ANY UTILITY COMPANY WHOSE UTILITIES ARE NOT
LOCATED BY "NC 811" FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING
CONSTRUCTION. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO
REPAIR AND/OR REPLACE ANY AND ALL DAMAGE MADE TO UTILITIES BY THE
CONTRACTOR TO EXISTING CONDITIONS AT THE CONTRACTOR'S EXPENSE.
0
Q 13. BURIED DATA, TELEPHONE AND CATV CABLES (FIBER OPTICS AND CONVENTIONAL) ARE
KNOWN TO VARY DUE TO INSTALLATION TECHNIQUES. CONTRACTOR SHALL COORDINATE
Q WORK WITH CONFLICTING DATA, TELEPHONE AND CATV CABLES AS NECESSARY FOR
INSTALLATION OF THE PROPOSED WATER AND SEWER. UTILITY COORDINATION SHALL BE
INCLUDED IN THE PROJECT SCHEDULE AND IT IS THE EXPLICIT RESPONSIBILITY OF THE
CONTRACTOR TO ASSURE THAT THE PROJECT SCHEDULE INCLUDES THE NECESSARY
RELOCATION. THE CONTRACTOR SHALL NOT BE PAID ADDITIONALLY FOR THIS
COORDINATION.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH UTILITY PROVIDERS
ANY ADDITIONAL SUPPORT OF EXISTING UTILITY POLES OR OTHER ITEMS AS REQUIRED
FOR TRENCH EXCAVATION. ALL COSTS OF SUCH WORK SHALL BE PAID BY THE
CONTRACTOR.
o
E 15. THE CONTRACTOR SHALL VERIFY THE VOLTAGES OF ALL ELECTRICAL UTILITIES AND
FOLLOW THE APPROPRIATE OSHA STANDARDS WHEN WORKING IN THEIR VICINITY.
16. THE CONTRACTOR SHALL INSTALL ALL SIGNS AS REQUIRED BY NCDOT ALONG STATE
ROADWAYS AND THE CITY OF DURHAM ALONG CITY STREETS.
17. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG
THE PIPE CENTERLINE.
Q
18. OWNERS WILL FURNISH DESCRIPTIONS OF EASEMENTS UPON REQUEST.
19. ALL PAVEMENT CUTS SHALL BE SAWCUT ALONG A CONTINUOUS STRAIGHT LINE AND
REPAVED PER THE DETAILS AND CITY/NCDOT STANDARDS. DECORATIVE CONCRETE
SHALL BE CUT TO THE NEAREST JOINT.
0
20. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL BE REPLACED TO THE
FIRST EXPANSION JOINT BEYOND THE TRENCH EXCAVATION LIMITS AND TO THE FULL
WIDTH. TRAFFIC ISLANDS, CURBS AND CONCRETE DRIVEWAYS SHALL MATCH EXISTING, IN
ACCORDANCE WITH THE SPECIFICATIONS AND PUBLIC RIGHT OF WAY ACCESSIBILITY
GUIDELINES (PROWAG) DIRECTIVES.
0
21. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SHEETING REQUIRED FOR THE
INSTALLATION OF THE UTILITY. ALL EXCAVATIONS SHALL BE KEPT WITHIN THE DESIGNATED
EASEMENT WIDTHS. EXCAVATION WITHIN PAVED AREAS SHALL BE KEPT TO A MINIMUM.
SHEETING SHALL BE INSTALLED AS REQUIRED TO PROTECT EXISTING UTILITIES.
22. PLACED RIP -RAP SHALL HAVE A MINIMUM DEPTH OF 1.5 TIMES THE MAXIMUM STONE
DIAMETER AND SHALL HAVE A LAYER OF TYPE II GEOTEXTILE SEPARATOR PLACED
BETWEEN THE SOIL AND STONE.
23. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT
THE WORK, SUCH AS TREES, VEGETATION, ETC., SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE AT A STATE APPROVED
DISPOSAL SITE UNLESS SHOWN OTHERWISE ON THE DRAWINGS.
24. IMMEDIATELY PRIOR TO DISTURBANCE, CONTRACTOR SHALL VIDEOTAPE UTILITY ALIGNMENTS
INCLUDING EACH DRIVEWAY, SIDEWALK, ETC., TO BE DISTURBED. EACH SHALL BE
RESTORED TO ITS ORIGINAL CONDITION OR BETTER, INCLUDING FEATURES ON PRIVATE
PROPERTIES OR WITHIN RIGHT-OF-WAYS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
VIDEO SHALL BE SUBMITTED TO CITY OF DURHAM AND THE ENGINEER PRIOR TO WORK.
25. CONTRACTOR SHALL MAINTAIN A MEANS FOR ACCESS TO EACH PROPERTY AT ALL TIMES.
26. DURING CONSTRUCTION, EMERGENCY VEHICLE APPARATUS ACCESS AND ACCESS TO FIRE
HYDRANTS SHALL BE MAINTAINED AT ALL TIMES.
27. ALL CONSTRUCTION SHALL BE LIMITED TO STREET RIGHTS -OF -WAY AND OBTAINED
EASEMENTS. WHERE THE CONTRACTOR DETERMINES THAT ENCROACHMENT ONTO PRIVATE
PROPERTY IS NECESSARY AND AN EASEMENT HAS NOT BEEN PROVIDED, THE CONTRACTOR
SHALL CONTACT INDIVIDUAL PROPERTY OWNERS AND OBTAIN WRITTEN APPROVAL FOR
THAT ENCROACHMENT. SUCH APPROVALS SHALL BE PROVIDED TO THE OWNER AND
ENGINEER.
28. CONTRACTOR SHALL NOTIFY HOME OWNERS AND BUSINESSES AT LEAST 7 DAYS PRIOR TO
CONSTRUCTION THAT CONSTRUCTION ACTIVITY WILL TAKE PLACE IN THEIR AREA.
29. CONTRACTOR SHALL REMOVE AND REPLACE ALL CONFLICTING FENCES, PLANTERS,
LANDSCAPING, MAIL BOXES, CULVERTS, HEADWALLS, ORNAMENTAL STRUCTURES, ETC.
WITHIN THE RIGHT OF WAY OR PERMANENT EASEMENT UNLESS OTHERWISE SHOWN ON THE
PLANS OR IN THE CONTRACT DOCUMENTS. CONFLICTING TREES WITHIN THE RIGHT OF WAY
SHALL BE REMOVED AND NOT REPLANTED.
30. TRENCHES SHALL BE BACKFILLED OR COVERED WITH ROAD PLATES AT THE END OF THE
WORK DAY. ROAD PLATES SHALL BE DESIGNED BY THE CONTRACTOR. ALL STEEL PLATES
SHALL HAVE TEXTURED SURFACES AND A SLOPED LIP OF COLD PATCH OR ASPHALT
PLACED AROUND ALL EDGES PRIOR TO ALLOWING TRAFFIC ON THE PLATES. A SIGN
SHOULD BE PLACED IN ADVANCE OF ALL STEEL PLATES READING "BUMP AHEAD."
31. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL
TOOLS, APPURTENANCES, CONSTRUCTION EQUIPMENT AND MACHINERY, AND SURPLUS
MATERIALS AND SHALL RESTORE TO ORIGINAL CONDITION ALL PROPERTY NOT DESIGNATED
FOR ALTERATION BY THE CONTRACT DOCUMENTS.
32. 'Y' SYMBOL INDICATES TREES TO BE REMOVED IN THEIR ENTIRETY, INCLUDING STUMP AND
ROOTS.
33. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL EXISTING FENCE AS REQUIRED FOR
PIPE INSTALLATION. ANY ADDITIONAL FENCE MATERIALS REQUIRED SHALL BE PROVIDED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
34. ALL REPLACEMENT STORM DRAIN RCP SHALL BE CLASS IV.
35. CONTRACTOR SHALL INSTALL TREE PROTECTION FENCING AROUND ALL TREES LOCATED IN
CITY STREET R/W THAT WILL BE AFFECTED BY PROJECT CONSTRUCTION. CONTACT GLENN
SLATON @ 919-560-4197 EXT 21279 TO COORDINATE. CONTRACTOR SHALL PROTECT
TREE ROOTS FROM DAMAGE WITH ADDITIONAL SOIL COVER, MULCH MAT OR TRACK PADS.
36. CONTRACTOR SHALL NOTIFY CITY AT LEAST TWO WEEKS PRIOR TO ANY "ADVANCED
PRUNING" OF TREES. CONTRACTOR SHALL CONDUCT PRUNING WITH GUIDANCE BY CITY
ARBORIST. CONTACT GLENN SLATON @ 919-560-4197 EXT 21279 TO COORDINATE.
37. ALL BENCHMARKS AND MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION.
SHOULD CONSTRUCTION REQUIRE DISTURBANCE OF PERMANENT MONUMENTS OR PROPERTY
IRONS, ALL SHALL BE RESTORED AND RESET BY LICENSED SURVEYOR.
UTILITY NOTES:
1. TYPICAL DEPTH OF COVER FOR BURIED UTILITIES SHALL BE 3 FT UNLESS OTHERWISE
SHOWN.
2. UNLESS OTHERWISE SHOWN OR SPECIFIED, ALL PIPELINE TRENCH BEDDING IN
NON -PAVED AREAS SHALL BE TYPE 4 PER DETAIL 511.02.
3. THE MAXIMUM TRENCH WIDTHS SHALL BE IN STRICT ACCORDANCE WITH THE "TRENCH
EXCAVATION LIMITS" AS SHOWN ON THE DRAWINGS.
4. POSITIVE SHORING SHALL BE UTILIZED IF EXCAVATION IS BEING PERFORMED WITHIN THE
1 HORIZONTAL TO 1 VERTICAL SLOPE OF ANY ACTIVE TRAFFIC BEARING ROAD. COST
FOR SHORING SHALL BE CONSIDERED INCIDENTAL TO THE PIPELINE INSTALLATION.
5. DETECTOR TAPE AND WIRE IS REQUIRED FOR ALL BURIED PIPE.
6. UNLESS OTHERWISE INDICATED, ALL EXISTING GRADE ELEVATIONS SHOWN ARE ALONG
THE PROPOSED WATERLINE ALIGNMENT.
7. UNLESS OTHERWISE SPECIFIED, ALL PIPE INSTALLED ON THE PROJECT SHALL BE PC 350
DUCTILE IRON PIPE (DIP).
8. PIPE ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE FOR DUCTILE
IRON PIPE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT OF MANUFACTURER'S
RECOMMENDED DEFLECTION.
9. CONTRACTOR SHALL ADJUST PIPELINE ALIGNMENT AND DEFLECT JOINTS AS NECESSARY
TO ACCOMMODATE THE STANDARD BENDS SHOWN.
10. CONTRACTOR SHALL VERIFY EXACT MATERIALS, LOCATION, ELEVATION, DIMENSIONS, AND
LAYOUT OF EXISTING PIPING TO BE CONNECTED PRIOR TO ORDERING MATERIALS.
11. EXISTING UTILITY PIPES TO BE REMOVED BY WORK IN THIS CONTRACT SHALL BE
CONSIDERED INCIDENTAL TO THE OTHER WORK.
12. A THRUST RESTRAINT DESIGN PRESSURE OF 350 PSI SHALL BE USED FOR THIS
PROJECT.
13. STOCKPILE LOCATIONS AND LAYDOWN AREAS SHALL BE LOCATED WITHIN THE EXISTING
CONSTRUCTION LIMITS AS SHOWN ON THE PLANS. CONSTRUCTION ENTRANCES SHALL
BE PLACED AS NEEDED BY THE CONTRACTOR ACCORDING TO THE STANDARD DETAILS IN
THE DRAWINGS. MATERIALS SHALL NOT BE STOCKPILED WITHIN EXISTING
RIGHTS -OF -WAY.
14. CONTRACTOR SHALL PROVIDE A MEANS TO KEEP ALL NEW PIPING ISOLATED FROM
EXISTING PIPING UNTIL ALL NEW PIPING HAS BEEN PRESSURE TESTED, FLUSHED, AND
ACCEPTED BY THE CITY OF DURHAM FOR SERVICE.
15. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE AT TIMES OF LOW
DEMANDS, AND COORDINATED WITH THE ENGINEER. THE CONTRACTOR SHALL
DISTRIBUTE 7-DAY NOTIFICATIONS TO ALL PROPERTIES AFFECTED AT THE
CONTRACTOR'S EXPENSE. ALL WATER MAINS SHALL BE TESTED, CLEANED, AND
DISINFECTED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO CONNECTING NEW
SERVICES OR EXISTING MAINS.
16. THE CONTRACTOR SHALL BE AWARE THAT EXISTING WATER VALVES IN THE PROJECT
AREA ARE NOT SEALING COMPLETELY (HOLDING). CONTRACTOR SHALL COORDINATE
VALVES REQUIRED TO BE ACTUATED WITH THE ENGINEER 30-DAYS IN ADVANCE SO THE
VALVES CAN BE ASSESSED PRIOR TO MAKING CONNECTIONS TO EXISTING WATER MAINS.
17. RESTRAINED PIPE JOINTS SHALL BE INSTALLED BETWEEN THE STATIONS INDICATED ON
THE DRAWINGS. IF A BEND OR FITTING IS RELOCATED BY THE CONTRACTOR FOR HIS
CONVENIENCE THEN THE REQUIRED LENGTH OF RESTRAINED JOINTS SHALL BE
MAINTAINED, AT -NO ADDITIONAL COST TO THE OWNER. IF ADDITIONAL BENDS OR
FITTINGS ARE INSTALLED BY THE CONTRACTOR FOR HIS CONVENIENCE, THEN THE
CONTRACTOR SHALL INSTALL THE REQUIRED LENGTH OF RESTRAINING JOINTS AS
DETERMINED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.
18. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED. ALL DUCTILE IRON PIPE
FOR SEWER LINES AND SEWER LATERALS (INCLUDING FITTINGS) SHALL BE LINED WITH
PROTECTO 401 OR APPROVED EQUAL AS SPECIFIED.
19. CONTRACTOR SHALL PROVIDE ADDITIONAL PIPING, VALVES, AND FITTINGS AS NECESSARY
TO KEEP EXISTING SERVICES IN OPERATION.
20. THE CONTRACTOR SHALL ABANDON EXISTING STRUCTURES AND PIPE AS SHOWN ON THE
PLANS AND PER THE SPECIFICATIONS.
21. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO
CORPORATION STOP, TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM
CORPORATION STOP. THE METER, IF PRESENT, SHALL BE RETURNED TO CITY OF
DURHAM.
22. ALL EXISTING HYDRANTS REMOVED DATED 1988 OR NEWER AND ALL NEW WATER
METERS SHALL BE DELIVERED TO THE CITY OF DURHAM DEPARTMENT OF PUBLIC WORKS
OPERATIONS CENTER (PWOC) AT 1100 MARTIN LUTHER KING JR. BOULEVARD, DURHAM.
NC.
23. ALL VALVE OPERATIONS OF EXISTING CITY OF DURHAM VALVES SHALL BE DONE BY THE
CITY OF DURHAM PERSONNEL ONLY.
24. ALL EXCAVATION IS CONSIDERED UNCLASSIFIED.
25. CONTRACTOR SHALL ANTICIPATE THAT PUMPING AROUND WILL BE REQUIRED.
CONTRACTOR SHALL PROVIDE ALL PUMPS, HOSES, PLUGS, ETC. AS REQUIRED AND
NECESSARY FOR THIS WORK.
BYPASS PUMPING NOTES:
1. CONTRACTOR SHALL OPERATE AND MAINTAIN BYPASS PUMPING 24 HOURS/DAY
WITHOUT RELIANCE ON CITY OF DURHAM.
2. CONTRACTOR SHALL PLAN WORK AS TO MINIMIZE BYPASS PUMPING DURATIONS.
3. ALL BYPASS PUMPING EQUIPMENT SHALL BE SOUND ATTENUATED AND SHALL BE
DESIGNED TO HANDLE SEWER FLOWS WITH THE LARGEST PUMP OUT OF SERVICE.
4. BYPASSES SHALL BE EQUIPPED WITH CELLULAR PHONE BASED TELEMETRY
SYSTEMS PROVIDING REMOTE ALARM REPORTING TO CONTRACTOR AND BYPASS
SUBCONTRACTOR.
5. ALL BYPASS PUMPS AND PIPING SHALL BE INSPECTED BY THE CONTRACTOR A
MINIMUM OF ONCE PER DAY FOR PROPER OPERATION.
6. CONTRACTOR SHALL PROVIDE A SEPARATE DETAILED BYPASS PUMPING PLAN
SEALED BY A NC PROFESSIONAL ENGINEER FOR EACH SITE. THE BYPASS
PUMPING PLAN SHALL INCLUDE THE FOLLOWING AT A MINIMUM:
6.1. SKETCHES OF THE PROPOSED LAYOUT WITH PIPING SIZES
6.2. PUMP CURVES AND DATA SHEETS FOR EACH PROPOSED PUMP
6.3. TELEMETRY SYSTEM DATA SHEETS
6.4. DETAILED SCHEDULE FOR BYPASS PUMPING
6.5. WASTEWATER OPERATING AND CONTROL ELEVATIONS
6.6. PUMP OPERATION SEQUENCE
6.7. SOUND LEVELS FOR EACH PUMP AT 20 TO 25 FEET
6.8. PUMP FAILURE RESPONSE PLAN
6.9. SPILL RESPONSE PLAN
6.10. AT LEAST FOUR (4) 24/7 EMERGENCY RESPONSE CONTACT NAMES AND
PHONE NUMBERS
6.11. A LIST OF PERSONS/COMPANIES ON STANDBY TO HANDLE SPILLS
6.12. RUNTIME FOR EACH PUMP AT FULL LOAD WITHOUT REFUELING
7. BYPASS PUMPING SHALL REMAIN ENTIRELY IN PLACE AND FULLY OPERATIONAL
UNTIL THE NEW LINE HAS BEEN TESTED, APPROVED, FLOW IS DIVERTED TO THE
NEW LINE AND UNTIL THE REMOVAL OR SHUT DOWN IS APPROVED BY THE
ENGINEER AND/OR THE CITY OF DURHAM.
KHA PROJECT 1/14/2021
011494113 EWP STREAMBANK .\``0\\\1�AR///'' SHEET NUMBER
> DATEKimle
Horn 01 /13 /2 0 21 ` ��.�pFESS%py9!1!y'%
STABILIZATION = : oo by:
SCALE AS SHOWN PREPARED FOR N �: - UTILITY NOTES _ © 2020 KIMLEY-HORN AND ASSOCIATES, INC. � s.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY NLH ••� o[K , . BV Vg
DRAWN BY SOP 1
�
PHONE: [phone] FAX: [phone] CITY OF DURHAM ��'q�/••••• ••••NP
WWW.KIMLEY-HORN.COM �i,
No. REVISIONS DATE BY I NC LICENSE#F-0102 CHECKED BY NDR CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
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1) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
PROVIDE DETAILED PLANS FOR THE METHOD OF
INSTALLATION CERTIFIED BY AN ENGINEER
LICENSED IN THE STATE OF NORTH CAROLINA.
CONTRACTOR SHALL PROVIDE CERTIFIED
CALCULATIONS DEMONSTRATING THE METHOD OF
INSTALLATION AS SAFE AND OF MINIMAL RISK.
CONTRACTOR SHALL PROVIDE CERTIFIED
CALCULATIONS OF THE STRUCTURAL ADEQUACY
OF ALL MATERIALS. ANY DEVIATION FROM THE
PLAN SHALL REQUIRE REVISED CERTIFICATION
FROM AN ENGINEER LICENSED IN THE STATE OF
NORTH CAROLINA.
10
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KHA PROJECT 1/14/2021
011494113 EWP STREAMBANK SHEET NUMBER
Kim e> DATE \�.��
° •�Ess'° UTILITY PLAN AND
Horn 01 /13/20O STABILIZATION � Doc by: q
• Doc by: —
SCALE AS SHOWN :•Nam _ UC-2 2020 KIMLEY—HORN AND ASSOCIATES, INC.PREPARED FOR =• —
INC
421 FAYETTEVILLE STREET, STE. 600, RALEIGH 27601 DESIGNED BY NLH%,y PROFILE EWP 005
PHONE: [phone]FAX: [phone] DRAWN BY SOP CITY OF DURHAM �'�qN/E�••� �?,,`�
WWW.KIMLEY-HORN.COM '����iiiiillii������
No. REVISIONS DATE BY INC LICENSE#F-0102 CHECKED BY NDR CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
NOTES:
1) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
PROVIDE DESIGN OF SUPPORT PIERS, CERTIFIED
BY AN ENGINEER LICENSED IN THE STATE OF
NORTH CAROLINA, IN ACCORDANCE WITH DETAIL
736.04.
2) PROPOSED SANITARY SEWER SHALL BE
INSTALLED TO MATCH EXISTING ELEVATIONS AT
CONNECTIONS WITH EXISTING SANITARY SEWER
AND AND SHALL BE INSTALLED AT A CONSTANT
SLOPE WITHIN THE PROPOSED CASING PIPES.
CARRIER PIPE SUPPORTS SHALL BE FIELD
MODIFIED AS NECESSARY TO PRODUCE THE
SPECIFIED SLOPE CONDITION.
3) ALL EXTERIOR SURFACES OF PROPOSED CASING
SHALL BE COATED, PRIOR TO INSTALLATION
WITH MIN 2 COATS COAL TAR EPDXY. TOUCH
UP COATING DAMAGE DURING INSTALLATION BY
COATING PER MANUFACTURER'S
RECOMMENDATIONS.
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KHA PROJECT EWP STREAMBANK . ,,,,,,�A�,14,2°21 SHEET NUMBER
011494113 �� R �
DATEKim e )))Horn
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01 /13/2021 N STABILIZATIO�isne y��: UTILITY PLAN AND
SCALE AS SHOWN - 2020 KIMLEY-HORN AND ASSOCIATES, INC.PREPARED FOR �•421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY NLH ��'. F g-4-UC-3
.,,y..,�.. PROFILE EWP 007
PHONE: [phone]FAX: [phone] DRAWN BY SOP CITY OF DURHAM E��
WWW.KIMLEY-HORN.COM '����iiiiillii������
No. REVISIONS DATE BY INC LICENSE#F-0102 CHECKED BY NDR CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
NOTES:
1) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL
PROVIDE DESIGN OF SUPPORT PIERS, CERTIFIED
BY AN ENGINEER LICENSED IN THE STATE OF
NORTH CAROLINA, IN ACCORDANCE WITH DETAIL
736.04.
2) PROPOSED SANITARY SEWER SHALL BE
INSTALLED TO MATCH EXISTING ELEVATIONS AT
CONNECTIONS WITH EXISTING SANITARY SEWER
AND AND SHALL BE INSTALLED AT A CONSTANT
SLOPE WITHIN THE PROPOSED CASING PIPES.
CARRIER PIPE SUPPORTS SHALL BE FIELD
MODIFIED AS NECESSARY TO PRODUCE THE
SPECIFIED SLOPE CONDITION.
3) ALL EXTERIOR SURFACES OF PROPOSED CASING
SHALL BE COATED, PRIOR TO INSTALLATION
WITH MIN 2 COATS COAL TAR EPDXY. TOUCH
UP COATING DAMAGE DURING INSTALLATION BY
COATING PER MANUFACTURER'S
RECOMMENDATIONS.
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PROPOSED PIER SHOWN
FOR HORIZONTAL POSITION
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312
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KHA PROJECT 1/14/2021
011494113 EWP STREAMBANK SHEET NUMBER
> DATEKim e
Horn 01 /13/2021 STABILIZATION ° D Usned by: UTILITY PLAN AND "9l q
SCALE AS SHOWN _ INC 2020 KIMLEY—HORN AND ASSOCIATES, INC.PREPARED FOR =�'•UC-4
421 FAYETTEVILLE STREET, STE. 600, RALEIGH C 27601 DESIGNED BY NLH �/� EOF ° R �
.,,y �.. PROFILE EWP 008
PHONE: [phone]FAX: [phone] DRAWN BY SOP CITY OF DURHAM �'�qN
WWW.KIMLEY-HORN.COM '����ii))iII)i������
No. REVISIONS DATE BY INC LICENSE#F-0102 CHECKED BY NDR CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 B7-8585-45EF-B4BF-4830238571A4
SPIDERS,
CARRIER PIPE STEEL ENCASEMENT PIPE
NOTES:
1. NORMAL SPACING FOR SPIDERS IS 3 PER 18' LENGTH OF PIPE, ONE SUPPORT AT EACH END AND A
SUPPORT AT 9' CENTER.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION.
3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PPE.
4. SIZING TABLE IN P-2.1
6" X 3/8• STEEL PLATE
STEEL ENCASEMENT PIPE
STAINLESS STEEL SHOES
ON EACH FOOT OF SPIDER.
CONTINUOUS WELD
BOTH SIDE (TYP.)
CARRIER PIPE h
7
�41
I w�*
■SEE DETAIL P-2.1 FOR SIZING
OF ENCASEMENT PIPES
\�5
END ELEVATION
DURHAM
STEEL PIPE ENCASEMENT FOR SCALE:
REVISION DATE: WATER AND SEWER MAINS NTS
119
4311812010CITY OF DURHAM, NORTH CAROLINA DETAIL NO" DEPARTMENT OF PUBLIC WORKS P-2.O
CITY MEDCINE I
NOTE:
THE METER BOIL SHALL BE MID —STATES PLASTICS
MSBCF1118-12, MSBCF1118-18XL, OR APPROVED
EQUAL AS DIRECTED BY ENGINEER OR INSPECTOR, 1
NO. 33. T —DUCTILE IRON COVER
WITH DUCTILE IRON HINGE LID
WEIGHT 18LBS.
BRASS HI
FLANGE F
NO. 33. H — PLASTIC COVER
WITH PLASTIC HINGE LID
WEIGHT BLBS.
NO. 33, — PLASTIC BODY
WEIGHT 15LBS. OR 19.5LBS.
DEPENDING ON MODEL
12" [
DEPENI
MC
DURHAM
1 8 9
CITY
OF MEDICINE
No.
AS DIRECTED BY
ENGINEER OR
INSPECTOR.
FOR USE IN
RESIDENTIAL AREA"
REVISIONS DATE BY
I WATER
I WATER
SIZING TABLE FOR CARRIER PIPES AND CASING PIPES
THE FOLLOWING TABLE SUMMARIZES THE REQUIRED SIZES FOR STEEL PIPE
ENCASEMENTS:
NOMINAL
CARRIER PIPE
SIZE (INCHES)
STEEL CASING PIPE SIZE INCHES
RAILROAD CROSSING
ROAD CROSSING
OUTSIDE
DIAMETER
WALL
THICKNESS
OUTSIDE
DIAMETER
WALL
THICKNESS
3 AND UNDER
12.75
0.188
6.625
0.250
4
12,75
0.188
8.625
0•250
6
12.75
0.188
12.75
0.250
8
16
0.219
16
0.250
10
20
6.281
20
0.250
12
24
0.312
24
0.250
14
28
0.375
2B
0.312
16
30
0.406
30
0.312
18
36
0.469
36
0.375
20
42
0.562
42
0.500
24
42
0.562
42
0.500
NOTE: NCDOT AND THE RAILROADS MAY HAVE DIFFERENT REQUIREMENTS.
5/8-OR 1 NEPTUNE
E-CODER WATER METER
CARSON DUCTILE
IRON 6545-12
METER BOX LID-------
5/8"-FORD
VHH71-12W-44-336
OR 1"-FORD
VHH74-12W-44-336
COPPER SETTER
3/4" OR 1" TYPE
/8"BEND "K" COPPER PIPE
MID -STATES
L41 TO 6"
PLASTICS
3 STONE
MSBCF1118-12
I
POLYETHYLENE
p
METER BOX
I
I�
lIr
4---s 1
CORPORATION STOP CARSON DUCTILE
FORD F-1000-3-G ("} IRON65-45-12
5/5" OR I" NEPTUNE
FORD F-1000-4-G (1METER BOX LIO'}
E-CODER WATER METER
ELEVATION - WITHOUT
SIDEWALK
SIDEWALK
I
CURB & GUTTER .:.. _
MID -STATES
• ° ° °
PLASTICS
4 -6
MSBCF1118-12
POLYETHYLENE
METER BOX
5/8"-FORD
4" TO 6"
VHH71-12W-44-336
¢ STONE
OR 1'—FORD
VHH74-12W-44-336
COPPER SETTER
0
3/4" OR 1" TYPE
i
1/8 BEND "K" COPPER PIPE
CORPORATION STOP
FORD F-1000-3—G"}
FORD F-1000--4—G �1")
ELEVATION - WITH SIDEWALK
Kim e )))Horn
© 2020 KIMLEY—HORN AND ASSOCIATES, INC.
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601
PHONE: [phone] FAX: [phone]
WWW.KIMLEY-HORN.COM
INC LICENSE #F-0102
CONCRETE BLOCKIN
BEHIND SLE
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D • v' VALVE
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FLOW
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EXISTING MAIN VALVE
o v n
+ — — FLOW
•
v C • v
Y ELEVATION
TAPPING SLEEVE
GENERAL NOTES:
1. 3000 P.S.I. SCUD CONCRETE BLOCKING BEHIND SLEEVE.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS.
3. 12" X 12" AND 16" X 16" TAPPING SLEEVE IS NOT ALLOWED.
DURHAM
STANDARD TAPPING SLEEVE SCALE:
11 REVISION DATE: AND VALVE ASSEMBLY NTS
1210712009
CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
1 8 6 9 DEPARTMENT OF PUBLIC WORKS W-1-0
CITY OF MEDICINE
-171
a —
Z
12" MIN. (TYP.)
N
PLAN
r"
;
If
VARIES
q
SIZE VARIES AS
DIRECTED BY
PLAN THE ENGINEER
ASPHALT THICKNESS
7
• -ai
cn
fn
CONCRETE PAD
■ ■
■ ■ �:
�1
I JIB AIL
I `GATE VALVE I AGATE VALVE
VALVE BOX NOT IN PAVEMENT VALVE BOX IN PAVEMENT
PROVIDE HOPE INSERTS IN ALL VALVE BOXES BASED ON SPECIFICATIONS DESCRIBED IN DETAIL P-6.0
DURHAM
WATER VALVE BOX INSTALLATION SI
REVISION DATE: FOR 4", 6", $", AND 12" GATE VALVES
09/242010
CITY OF DURHAM, NORTH CAROLINA DIET
1 8 6 9 DEPARTMENT OF PUBLIC WORKS 1
KHA PROJECT 011494113 EWP STREAMBANK
DATE
01 /13/2021
SCALE AS SHOWN
DESIGNED BY NLH
DRAWN BY SOP
CHECKED BY NDR CITY OF DURHAM
STABILIZATION
PREPARED FOR
CITY OF DURHAM
W1412021
pFESS%p
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DURHAM
FIRE HYDRANT INSTALLATION SCALE:
REVISION DATE: STRIP PAVEMENT WITH DITCH NTS
09l24114
CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
T, 8 ,6 9 _ DEPARTMENT OF PUBLIC WORKS W-2.2
II+If+ill .:.�.-,.-
Il I •° °. —
I I � °•gip. -
ll
TEE
_OCK
NOTES
1. CONCRETE SHALL BE 2500 PSI.
2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT FITTINGS.
3. TRENCHES SHALL CONFORM TO CRY OF DURHAM SPECIFICATIONS
AND STANDARDS.
4. ALL BENDS AND TEES SHALL HAVE CONCRETE THRUST BLOCKING.
DURHAM
I
S 6 9
CITY of MEDICINE
UTILITY DETAILS
SHEET NUMBER I
UDTL-1 I

DocuSign Envelope ID: 62AD21 217-8585-45EF-1214BF-4830238571A4
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THRUST COLLAR V-7"
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LJ V !+
_ + ❑ LL
+ d v c
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0
v
❑ D c ❑ j C v a Y" BAR
v v 9. D a ❑
I-�3" MIN. _ ��3" MIN.
CLEARANCE CLEARANCE
"X" BAR
SECTION ELEVATION
NOTES:
1, CONCRETE SHALL BE 3000 P.S.I
2. REINFORCING BARS SHALL BE DEFORMED, AND TIED TOGETHER.
3, BACKFILL TAMPED IN 6" LAYERS
4. TRENCH BOTTOM WIDTH IN VICINITY OF THRUST BLOCK(S) INSTALLATION
SHALL BE THE MINIMUM WIDTH AS DESCRIBED BY THE ENGINEER,
DURHAM
SCALE.
REVISION DATE. CONCRETE THRUST BLOCK NITS
12ra7i2Das
CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
I'll 8 JL 9 e DEPARTMENT OF PUBLIC WORKS W-8.1
WELDED ON THRUST COLLAR
1.0. PIPE
"A"
s"-1s-
2"
20"-24"
3"
30"-36"
4"
THRUST COLLAR REINFORCING
"x" BAR
'Y" BAR
BAR LENGTH
2'-2" + O.D. PIPE
1'-1"
REBAR SIZE
#5
�5
NUMBER REQ'D
24
12
Details Provided by APPIAN Consulting Engineers - www.uppionengineers.corn
POTABLE WATER 11
SUPPLY HOSE
SEE NOTE ]
TEMPORARY
TEST BLOCKING
HYDRANT METER (NOTE 3)
REDUCED PRESSURE PRINCIPLE ASSEMBLY (RP)
(CROSS -CONNECTION) ASSEMBLY TEMPORARILY
SUPPORTED BY FOOTING, SHALL REMAIN INSTALLED
PROPERLY PER CITY OF DURHAM CODE OF ORDINANCE.
FLOW
IL
1
IIIT
'
lill�Ilill� •- -iI 'f
TEMPORARY CAP DR PLUG
TAPPED FOR SUPPLY HOSE �
J
NEW WATER MAIN ���
f � � DU5CHARGE /
18" MIN. FLUSHING
r � � �' OECHLORiNATION
SMOOTH, UNTHREADED
1J 1/2" HOSE BIB FOR
FLOW
T
J BACTERIA SAMPLES
z
�
J
I
III=1 I I=1 I I=1J 1-1 I1='� I I -I 1 I,;.. ,-
i
scouR
�j PROTECTION
I�-1
r 'III
I I l !! 1�,�
r CONTROL VALVE
III
I�IIIII
Il�t��L
FLOW
NEW WATER MAINS I SUGGESTED BLOWOFF AND
L SAMPLING TAP. ARRANGEMENT
NOTES- FOR PIPE THROUGH 8" DIAMETER
1. Clean potable -water hose only. Size and number of taps per TABLE 3 of AWWA
C651. This hose must be removed during the hydrostatic pressure test
2. This detail applies to pipes with diameters 4 inch through 12 inches. Larger sizes
must be handled on a case -by -case basis and approved by City Engineer.
3. Hydrant Meter available from City of Durham in accordance with policy.
4. No backflow permit is required for these. �1
D U R H A M Dept. of Water Management City o f Durham, N C Voice [phone]
1600 Mist Lake Dr.
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY www.clurbarnnc.gov
SUGGESTED TEMPORARY No T Scale 25is`01
FLUSHING / TESTING CONNECTION REViSINFghO2017E SHToET R,
8 10 9E
. S
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Q < DE IM
fn � �
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c�
DURHAM
HORIZONTAL THRUST BLOCKING SCALE:
11 REVISION DATE: SCHEDULE NITS
1 ziD7r2oos
1 8 6 9 CITY OF DURHAM, NORTH CAROLINA DETAIL NO.
1 8 meoi 9 DEPARTMENT OF PUBLIC WORKS W-8.2
fi" PIPE
11 1 4'
1,108
1
]
1
1
1
1
2
1
22 } 2'
2,207
1
2
2
1
1
1
3
1
45'
4,328
2
3
3
1
1
2
5
1
gO'
7,996
2
4
5
1
1
2
8
1
PLUG OR TEE
5,fi55
2
3
4
1
1
2
6
1
8" PIPE
11 1 4'
1,97R
1
1
2
1
1
1
2
1
22 1 /2'
3,922
1
2
3
1
1
1
4
1
45'
7,694
2
4
5
1
1
2
8
1
9O'
14,215
4
8
9
2
2
4
15
2
PLUG OR TEE
1O,R53
3
5
6
2
2
3
10
1
12" PIPE
11 1 4'
4,433
2
3
3
3
1
2
5
1
22 1 2'
$,$25
3
5
6
2
2
3
9
1
45'
17,3i2
5
9
77
3
3
5
18
2
9O'
31,983
8
ifi
19
4
4
8
32
4
PLUG OR TEE
22,619
6
12
14
3
3
6
23
3
16" PIPE
1 1 1 /4'
7,881
2
4
5
1
1
2
$
1
22 1 2•
} 5,s91
a
8
l 0
2
2
4
1 s
2
45'
7,694
8
16
19
4
4
8
31
4
90•
55,861
15
29
35
8
8
15
57
6
PLUG ❑R TEE
4R,213
1O
21
25
5
5
16
41
5
2O" PIPE
11 1 4'
12,315
3
7
8
2
2
3
13
2
22 1 2'
24,5}7
7
13
15
4
4
7
25
3
45'
4g,pg1
12
24
29
6
6
12
48
5
90'
88,844
23
45
53
12
12
23
89
9
PLUG OR TEE
&2,832
16
32
38
8
8
16
63
7
24" PIPE
1 1 7 /4'
17,734
5
8
11
3
3
5
18
2
22 } 2'
35,3n5
9
18
22
5
5
9
36
4
45'
fi9,252
18
35
42
9
9
18
70
7
9O'
127.93fi
32
64
77
16
16
32
128
73
PLUG OR TEE
90,478
23
4fi
55
12
12
23
91
1O
3O" PIPE
1 1 1 /4�
27,7os
7
14
17
4
4
7
2
3
22 1 /2'
55,7 63
14
28
34
7
7
14
5fi
fi
45'
108,20&
28
55
65
14
14
28
1O9
11
9O'
199,900
50
1 OO
i 2O
25
25
56
2O0
2Q
PLUG OR TEE
141,372
36
71
85
18
18
36
142
15
36" PIPE
1 1 1 4'
39,9Q1
1 O
2Q
24
5
5
] O
40
4
22 1 2'
79,435
20
46
48
lO
10
2Q
34
8
45'
155,$1fi
39
78
94
2O
2O
39
156
1b
9O'
247,855
72
144
172
36
35
72
288
29
PLUG OR TEE
2Q3,575
51
142
122
26
25
51
2O4
21
Details Provided by APPIAN Consulting Engineers - www,oppiGnengineers.com
EASEMENT NON
TRAFFIC AREAS
TRAFFIC AREAS
R/yv
1
SEE 31 23 17
why wyw
i �.
TABLE FOR MINIMUM
SEE
31 23 17 TABLE FOR
COMPACTION LIMITS
MINIMUM COMPACTION LIMITS
y`
l
-
- _I
ITT-iIT-`Ti--` --7�
- _-.
r--]•..'
-4
L'-
¢-
COMMON EARTH
- - - -
--
M
BACKFILL IN 12" LlFTS11
-
OUTSIDE OF STREET 1-I I
COMMON EARTH BACKFILL
ca N
m ,
rn
R/W (TABLE 4 OF
IN 6" LIFTS IN STREET
z F
`0
31 23 17) ,L.
R/W (TABLE 4 OF 31 23
17) OR EXCAVATABLE
0
v
-
12" OF SELECT
( )
INITIAL EARTH
/� /\f/
f\�//\/ / /\/
FLOWABLE FILL (SEE 31
23 17, SECTION 2.1 )
}
m
a
BACKFILL\�\
(5" LIFTS MAX)
f /\\/\\/\\\
� � i
\/\ \
12" OF (SELECT) INITIAL
m
/\/\f
/
EARTH BACKFILL
z
to
2 _3
(6" LIFTS MAX)
g N
V
TOP OF PIPE
A
TOP OF PIPE
-
STONE BACKFILL
J „
2"-3" ABOVE TOP OF
�p
PIPE (TRAFFIC &
{
i1
NON -TRAFFIC AREAS}
N
12" GRAVITY PIPE 12"
O.D.
HAUNCHING TO
CLEAN COARSE
SPRINGLINE
AGGREGATE No- 57
FOR BEDDING,
HAUNCHING, &
BACKFILL (TRAFFIC
AND NON -TRAFFIC
3"-6" TYPICAL
AREAS)
-1
OR 6" IF ROCK
15 ENCOUNTERED
(NOTES 2 & 3) !
�Dman
1-
1-'
' I -III I I=1 I f =I! 1=1 i =1! 1=1 I I= i i!=! f 1=1 1=1 I I•�I 11=1 1=
-I i I -III -I! II-ITI€-i I1=III=ITI-III-T-ITI UNDISTURBED SOIL DEPTH VARIES 1==-m-m-r=nTm-m� SEE (VOTE 1
-m �i 1_TI-ITI-Jr �1- FOUNDATION STONE IF
REQUIRED (SEE ALSO
NOTES DLTAIL C01,02)
1. Foundation stone shall be required when soil conditions are unsuitable.
2. An additional 1 inch depth of bedding material will be required for
each additional 2 feet of trench depth in excess of 16 feet up to a
maximum of 12 Inches.
3. See specifications 31 23 17 section 3.12 bedding requirements as
bedding depth relates to pipe material.
4. See Detail C01.01 where trench rock Is encountered for required
clearances. Increase depth at bottom relates to bury. (Note 2above)
DURHAM Dopt. ofWeter Management City of Durham, NC Voice (919) 5604361
y 1600 Mist Lake Dr. 7
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durflamnc.gov
At
SANITARY SEWER LINE TRENCH NotTo Scale .7311.01
(TRAFFIC AND NON -TRAFFIC AREAS) REFIIMND1A7TE ;"m7>
1 6 6 9
of n�Foic:l:[
LOOSE BACKFILL
UNDISTURBED
TYPE I SUBGRADE
• FLAT BOTTOM TRENCH.0
• LOOSE BACKFILL
LIGHTLY
C0N50LIDATED
BACKFILL
TYPE 2 UNDISTURBED
+ FLAT BOTTOM TRENCH.0 SUBGRADE
• BACKFILL LIGHTLY CONSOLIDATED
TO CENTERLINE OF PIPE
I-III=11 X
LIGHTLY
I� III-111 CONSOLIDATED
=III-1 = Il=I BACKFILL COMPACTED
LOOSE SOIL f BACKFILL
TYPE 3 "'-UNDISTURBED SAND, GRAVEL, OR
• PIPE BEDDED IN 4 INCH SUBGRADE STONE
MINIMUM LOOSE SOIL.D TYPE 4 UNDISTURBED
• BACKFILL LIGHTLY CONSOLIDATED SUBGRADE
TO TOP OF PIPE • PIPE BEDDED IN SAND, GRAVEL,
OR CRUSHED STONE TO DEPTH OF
1 /8 PIPE DIAMETER - 4 INCH MINIMUM.
• BACKFILL COMPACTED TO TOP OF PIPE.
(APPROXIMATELY 86% STANDARD PROCTOR,
AASHTO T-99.)E
LIGHTLY
CONSOLIDATED
BACKFILL
COMPACTED
GRANULAR MATERIAL
UNDISTURBED
TYPE 5 SUBGRADE
• PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
GRANULAR MATERIALB - 4 INCH MINIMUM UNDER PIPE,
+ COMPACTED GRANULAR OR SELECTO MATERIAL TO
TOP OF PIPE (APPROXIMATELY 90% STANDARD SEE SHEET 2 OF 2
PROCTOR, AASHTO T-99.)E FOR ADDITIONAL NOTES
Footnotes To Diagram
A For pipe 8 inches and larger, consideration should be given to the use of laying conditions other than Type 1.
B Granular Materials are defined per the AASHTO Soil Classifcation Systetm (ASTM E13282) or the Unified Soil
Classification System (ASTM D2487), with the exception that gravel bedding/backflll adjacent to the pipe is
limited to 2 inches maximum particle size per ANSI/AWWA C600.
C Flat -bottom is defined as "undisturbed earth"
D Loose soil or select material is defined as "native soil excavated from the trench, free of rocks, foreign material,
and frozen earth."
E AASHTO T-99, "Moisture Density Relations of Soils Using a 5.5. pound lRarnmer and a 12-in. Drop."
DURHAM Dept. of Water Management City' of Durham NC Voice [phone]
1600 Mist Lake Dr. i
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
SCALE STANDARD LAYING CONDITIONS Nat To Scale 2511`02
FOR DUCTILE IRON PIPE REFeb-,2a 7 9Har
cln w usw !Cg E
Detods Provided by APPIAN Consulting Engineers - www.opplonengineers.corn
NOTE 1
STEEL CASING & CARRIER
PIPE {SEE DETAIL C07.01)
ENCASEMENT PIPE SHALL
BE LOCATED ABOVE THE
100 YR. BFE -i
j ENCASEMENT PIPE III
y,. ..--------- - - -----
d • 100 YR, BFE -e
?IER PIPE 1 -STREAM SEE NOTE 1
- -
I -
SEE DETAIL 736.04 •J N
RIP RAP OVER NON -WOVEN
FILTER FABRIC TO PROTECT BANKS
FROM ERODING AT PIPE AND PIERS.
QUANTITY, SIZE, AND DEPTH TO BE
DETERMINED BY DESIGN ENGINEER
NOTES:
1. Allowable span to be determined by engineer based on encasement pipe size selected,
allowable bedding, and deflection limitation, and assuming carrier pipe is full.
2. Anchors, If needed, as determined by designer to increase stream span or compensate
for pier loss.
DURHAM Dept. of Water Management City of Durham, NC Voice [phone]
1600 Mist Lake Dr.
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhammgov
STREAM CROSSINGS FOR SCALE' 736, K
Nat To SCaIe 2 73P, D$
8 6 9
SEWER MAINS AND SERVICE LINES REVISION � 7 ;"of
F "EJi�,lrt
Details Provided by APPIAN Consulting Engineers �- www.opplonengineers.com
Rated Workinq Pressure and Maximum Depth of Cover
Laying Conditions
Pressure
Nominal
Type 1
Type 2 Type 3
Type 4
Type 5
Size
Class
Thickness
Trench
Trench Trench
Trench
Trench
psi
in.
Maximum
Depth of Cover - ft. b
3
350
0.25
78
88
99
100 0
100 C
4
350
0.25
53
61
fig
85
100 D
6
350
0.25
26
31
37
47
65
8
350
0.25
16
20
25
34
50
12
350
0.28
10 d
15
19
28
44
16
250
0.30
a
11 d
15
24
34
3D0
0.32
a
13
17
26
39
350
0.34
a
15
20
28
44
20
250
0.33
a
10
14
22
30
300
0,36
a
13
17
26
35
350
0,38
a
15
19
28
38
24
200
0.33
e
8 d
12
17
35
250
0,37
a
11
15
20
29
300
0.40
a
13
17
24
32
350
0.43
a
15
19
28
37
30
150
0,34
a
-
9
14
22
200
0.38
e
8 d
12
16
24
250
0.42
a
11
15
19
27
300
0.45
a
12
16
21
29
350
0.49
a
15
19
9
25
14
33
36
150
0,38
e
-
21
200
0,42
e
8 a
12
15
23
250
0,47
a
10
14
18
25
300
0.51
a
12
16
20
28
350
0.56
a
15
19
24
32
Footnotes To Table:
Note: This table is based on a minimum depth of cover of 2.5 feet. For shallower depths of cover please consult
the DIPRA brochure "Truck Loads on Pipe Buried at Shallow Depths."
a Ductile Iron Pipe is adequate for the rated working pressure indicated for each nominal size plus a surge
allowance of 100 psi. Calculatlons are based on a 2.0 safety factor times the sum of working pressure and 100
psi surge allowance. Ductile Iron Pipe for working pressures higher than 350 psi is available.
b An allowance for a single H-20 truck with 1.5 impact factor is include for all depths of cover.
c Calculated maximum depth of cover exceeds 100 feet.
d Minimum allowable depth of cover is 3 feet.
@ For pipe 14 inches and larger, consideration should be given to the use of laying conditions other than Type 1 _
NOTES:
1. Refer to DIPRA "Design of Ductile Iron Pipe!! for additional information pertaining to pipe design.
2. See detail C01.01 for excavation in rock.
3. See detail C01.02 for unsuitable subgrade improvement.
4. For bedding, backfill & compaction requirements, see specification section 312317, Trenching, Backfillinq
and Compaction of Utilities.
DURHAM Dept of Water Management Voice [phone]
i SOO Mist Lake Or. City of Durham, NC
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc-gov
STANDARD LAYING CONDITIONS Nat osale z511.02
FOR DUCTILE IRON PIPE REVISION F b2017� 2H or T 2
1 8 6 9
c,n aF nlrolcwr
y ...
1/4" x 2" STAINLESS STEEL STRAP WITH
S.S. ANCHOR BOLTS AND 1/4" NEOPRENE
3" CL- TYP.
OR FELT BOND BREAK AROUND PIPE
,,.ter A
y. dy
i -t _L -lL -I- 1- -I~ I
1 I I I I
3'-D" DIA. m
6" MIN. TO
r r
r:
3i
END OF STEEL
f h `I4 t
_ - -7.
P
ENCASEMENT
PIPE
•
N
'
-
1--- -�--- --�T --L
---- Ld
_r
.d
3'-0' DIA. MIN.
5'-0" (NOTES 2, 3, & $)
(NOTES 2, 3. & 6)
(2) 5/8" x 12" THREADED
1'_6" }'-6'!
DIP CARRIER PIPE ANCHOR BOLTS (304/316
DETAILS C07-01 STAINLESS STEEL)
& C07.02 (2) 5/8"
(2) 1/2" WASHERS
STEEL
ENCASEMENT
DETAILS C07 .01
-------
__---_
x j/
& C07.D2
3/4" CHAMFER
- =Tr
(10) #4 DOWELS -
EACH EXPOSED
% i' •" ;
EDGE
•E'
a I i i
3" CL.
-�
., T ,, _ 0UNDISTURBED
GRADE
SEE NUTS 3
i2"
i
o v
I
U
18" MIN.
L��_
4
TYP.
• :� • 3_ TL a
0
STONE BASE
4 s 0 9" O.C.
NOTES SEE NOTE 2
E.W. (NOTE 3)
1.
All hardware to be stainless steel.
2.
A North Carolina Professional Engineer shall provide the necessary
structural
design for the pier sufficient to resist the forces acting on the
pier/pipe system.
Where shallow rock is found to exist, pin footing to rock by drilling
& epoxying
dowels into the rock. Provide computations to the City of Durham w/design
parameters, assumptions, and safety factors used in the design
of the piers.
3.
A North Carolina Professional Engineer shall provide the necessary
structural
design for the pier reinforcement.
4.
All concrete to be 4,000 psi 0 28 days, air entrained.
S.
Alf voids to be filled with 3,000 P.S.I. concrete.
6.
Piers may be formed using Sonotube concrete forms (Diameters
up to 60").
Increase pier diameter as required to accommodate encasement
pipe diameter.
7.
Piers to be designed to withstand 100 Yr. event.
DURHAM
/�
Dept. of Water Management City o f Durham, N {/
1600 Mist take Dr.
Voice [919] $60-4381
Durham, N.C. 27704 USE WITH THE STANDARD SPECIFICATIONS ONLY
wrvw.durhamnc.gov
STANDARD CONCRETE
Not Too Scale
273604
eiir or r ED 9 r
P E I R DETAIL
REVISION DATE:
FBh., 2017
SHEET #
1 01 1
KHA PROJECTKim e ))Horn
EWP STREAMBANK . ,,,,11CA,14;2021 SHEET NUMBER
• 011494113 �� R&DATE .�•..... D;���y .
01 /13/2021 STABILIZATION �� °
' �EA l •• -
ned by:
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN =z ; UTILITY DETAILS
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601 DESIGNED BY NLH PREPARED FOR %��:•. 2AFEOFI aa�tAtn UDTL-2
y •.!Y� I NE;' fig;
PHONE: [phone]FAX: [phone] DRAWN BY SOP CITY OF DURHAM q�/
WWW.KIMLEY-HORN.COM '77y�iill!
No. REVISIONS DATE BY INC LICENSE#F-0102 CHECKED BY NDR CITY OF DURHAM NC